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09-9314
CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9314 FIRE STANDPIPES PERMIT z _ 4 577:47",,:,,63;>741 Kr 4...�i�.. P'. As a .° . ,... Permit Number: 9314 Address: 6748 GALL BLVD Permit Type: FIRE STAND PIPES ZEPHYRHILLS, FL. Class of Work: FIRE - STANDPIPES Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 02-26-21-0010-02500-0020 Improv. Cost: 10,169.00 3 £ ` Date Issued: 7/07/2009 Name: FLORIDA HOSPITAL ZEPHYRHILLS INC Total Fees: 305.00 Address: 7050 GALL BLVD Amount Paid: 305.00 ZEPHYRHILLS FL 33542 Date Paid: 7/07/2009 Phone: (813)783 -6189 Work Desc INSTALL UNDERGROUND PIPE/ SPRINKLER SYSTEM WAYNE AUTOMATIC FIRE SPRINKLERS, FIRE PERMIT FEES 50.00 FIRE INSPECTION FEES 1 FIRE PLAN REVIEW FEES 100.00 00 334: 's. 4 -TT .. +P. fix. .. x.s�xa a. FIRE- PRESSURE TEST / � FIRE ACCEPTANCE Final 1 ' 1 Chapter 633, Florida Statutes, authorizes the City to charge and collect user fees to pay for the costs of fire prevention and protection related activities such as inspections, plan review, administrative fees, and other costs related to the aforementioned. Complete Plans, Specifications and Fee Must Accompany Application. Commencement of work without written approval of the Fire Department's Fire Marshal or required permits or opening up for commercial activity without an approved final inspection shall be charged double permit fee per day of operation or a minimum of $100.00, whichever is greater. All work shall be performed in accordance with City Codes and Ordinances. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR N CE OF COMMENCEMENT." CONTRACTOR SIGNATURE 1 : IC R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOURS NOTICE REQUIRED ZEPHYRHILLS FIRE RESCUE DEPT - Fire Marshal Office - 813- 780 -0041 W V7l;NE Automatic Fire Sprinklers, Inc. LETTER OF AUTHORIZATION Date: 71D I C) c ' To: t C �, > � .t c r 1 + I Re: 0 C,C:t:� < - � /11 -.ct Cx -/ This letter is to authorize t. 4? 1 S C/2i< i 4 Y Cr to hand deliver, pick -up and /or sign for our permit for the above referenced project on my behalf. Thank You! Ryan ' • rson State License #02390300012008 STATE OF FLORIDA COUNTY OF ORANGE Before me personally appeared Rvan Peterson, to me well known and known to me to be the person described in and who executed the foregoing instrument. Witness my hand and official seal this a nd day of J !,C / , 20 0 9' . MY COMMISSION EXPIRES: - e Signature of Notary �ebeCra. S . Ame $�''" Notary Public State of Florida Name of Notary typed or printed Rebecca S Romea '� My Commission 00680092 o , �o Expires 0 8/0 612 0 1 1 Corporate Office: 222 Capitol Court • Ocoee, Florida 34761 -3033 • (407) 656 -3030 • FAX (407) 656 -8026 Regional Offices: Jacksonville • Fort Myers • Pompano Beach • Port St. Lucie • Tampa • Concord, NC 04/21/2009 10:27 14075716861 SCI MAITLAND PAGE 01/02 9, - • IIIIIIIIIIN Illllilillllllluiililllilillllllllllllll0111 NOTICE OF COMMENCEMENT FS 713.13 AMMO , Rcpt.: 238184 Reel 10.50 D91 0. 0 IT! 0.00 • 04/06 08 • --- -- -•- Dpty Clark • (. REEL IDENTIF A11oN NUMBER 02-26-21-0010-02500-002 r. ,8 N$TRUMENt PREPARED er Chris Cooke 04O PnULR f. 'NEIL, PRSC0 CLERK a OR R8BK Boob PO zbu TURN TO: Stevens Construction Inc. 6208 Whiskey Creek Drive Fort Myers, Fl 33919 ATE OF: Florida I e UNTY OF: Pasco PROJECT NAME: Florida Hospit al Zephyrhilis - 12 Oaks Medical Office Buading� e undersigned hereby gives notice that Improvements) will be made to certain real property, and in aczordtince 6m Chapter 713, Florida Statutes, the following informa6on is provided in this Notice of Commencement. Description of property (legal description of the property, and street address if available) Sea Attached - 12 - 0ake Office Building. 6746 Gall Boulevard, Zephyrhlils. Florida 33541 General description of improvement(s) Interior demo of aastino space & renovation/alteration of existing interior for new medical offices end exam species. New Firs Protection, G.C. Project Na 09 -1289 i Owner Information Name: Adventist Health 818 Inc. DBA Florida Hospital Rho (le No.: 813 - 783-6189 Address: 7050 Gall Boulevard, Zephymias, Florida 33541 Fax Flo.: 813.783.6106 t Fee Simple Title Holder (If other than the owner shown above) I Name: Ph+ No.: Address Fax 140.: I Contractor's Name 8 Address i 3 N Name: Stevens Censlrudlon Inc. Pho�s No.: 239-936 Address: 8208 Whiskey Creek Drive. M ve. Fyers, Fonda 33919 Fax No.: 239 - 9369010 Surety (if any) Name: Pho(Ie No.: Address: Fax 1 Amount of Bond: $ - i Lender lif any) Name: Phone No.: Address: Fax No. E Persons within the State of Florida designated by owner wham notices or other documents may be I served as provided by § 713.13(1)(9)7, Florida Statutes: I Name: Mike Gardner - Florida Hospital Zephyrhilla Phoge No.: 813.783 Address: 7050 Gall Boulevard, Zephyfhlfs, Florida 33541 Fax 1o.: 613.781.6108 In addition to himself or herself, Owner designates the following to receive a copy of the Lienor a Notice as provided in §713.13(1)(b), Florida Statutes: I ' Name: Mark A Stevens - Stevens Construction Inc. rtro4' No.: 239-936 -9000 Address: 6208 Whiskey Creek Drive, Fort Myers. Florida 33919 Fist 1.1 0.: 239 936 - 9010 r. Expiration date of Notice of Commencement (BM expiro8on dale is one year from the date of record unteas a different date Is specified): 5/2010 ARNING TO OWNER ANY PAYMENTS MADE OY THE OWNER AFTER THE EXPIRATION OF THE NO710E OF COMMENCEMENT • CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE , R a1PR0YEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT M • BE RECORDED AND POSTED ON 171E (l0B SITE BEFORE THE FIRST INSPECTION. I 11 • )MENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN A EY BEFORE COMMENCING WORK OR REFORDING YOUR NonCE OFCOMMENCEMENT Hflcatlon pursuant to Section 92.626, Ft • de Statutes. Under , hies of perjury, I declare that I have read the foregoing ` d that the facts stated in it ere true to of my kn' �' nd belief. Signature of Owner. r /4 4 7 4 itpG ,;C h• ct�gL/iU, (Nara: per Sedan a71113(1)t • '• Stands (Print Ownels 'Owe �, se / we A,....ab mom elm n.a a y. ar a. to wt.. Dab H_ .__ .[� I State of: O7{'1(QA , County of: (-( ext i • The foregoing Instrument was c) now 6 tedged before me this / '4 '' day of 1p4,1 ", 2009 By. At:c( l,, .e 1 (MivYrtir f/ has N[.�T Who is personally known to me or produced: as Identification, and r . old take anaath did not take an oath /,..._ • I bran ' t.'1. 1)I 5- (�� K� 1t.� p Ill/r � /`/i Notary Pointed ante: Notary Signature: (notaries seed must appear below) 2 LAU RA r � M� , ° � 4 y w r � r r . V a L� a ..._.. .. J s Expina 3 12 712 0 1 2 a h 24I21/2.? ?:27 14 ?757'. ^_5 SC: YA _ \' ^ 'nur. ?2/ r2 1 1SCO County property Appraiser - Legal Description for: 02-26-21-0010-02500-0020 Page 1 of 1 peicome :Records Search • Parcel Dqt CIS :Legal Description 8056 BK 8056 PG 261 Legal Description 2 of 2 02 26 - 21 - 0010 - 02500 -0020 Assessed in Section 02 , Township 26 South, Range 21 East of Pasco County, Florida 1 ZEPHYRHILLS COLONY COMPANY LANDS P8 1 PG 55 NORTH 1/2 OF TRACT 25 LYING EAST OF US 301 LESS EAST 230 FT THEREOF & LESS p WEST•160 FT OF NORTH 1/2 LYING EAST OF US 301 OR 8021 PG 206 i Please be advised that our legal descriptions are for assessment purposes only, and are not intended for use in legal conveyances. Pasco County Property Appraiser Page Layout Modified: 2/17 /2009 11:49:04 AM The Local Time Is: 4/3/2009 11:42:01 AM hrpJ /appzaiser.pascogov.cono/ search /Iegal.aspx? parcel = 2126020010025000020 &cache=Fal... 4/3/2009 1 1 1 1 1 1 • James M. C s,. P.E. 29775 Bayhead Road Dade City, FL 33523 • June 23, 2009 • Pollock Krieg Architects, Inc. 13099 South Cleveland Ave. Suite #500 Fort Myers, FL 33907 Phone (239) 482 -4761 • RE: 12 Oaks Medical Office Building — Fire Protection System (Florida Hospital Zephyrhills_ 6748 Gall Blvd. Zephyrhills, FL To Whom It May Concern: This letter is to inform you as required - by the Administrative Code (61G15-27.001) that I am the successor professional engineer with the intent to - use your original work on the above referenced project. My Florida License - number is 37912. I accept the responsibility as the Engineer of Record for this project. If you have any questions or would like additional information please do not hesitate to call me at 407 - 877 -5589. Respectfully, James M. Curtis, P.E. License No. 37912 Cc: Pete Schwab File WC090249 . • Phone: (813) 299 -7211 Fax: (351) 588 -1196 813 -780 -0020 City of Zephyrhills Permit Application Fax -813- 780 -0021 4 Building Department £‘ .0 / 41)16 /if� l Date Received 1 6/30/09 Phone Contact for Permitting pLII 07 877 5557 u7# 4 ' Owner's Name ADVENTIST HEALTH S / S INC DBA FLOPID n LI Eie Number Owners Address 1 7050 GALL BLVD Owner Phone Number I Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address I JOB ADDRESS 6748 GALL BLVD LOT# SUBDIVISION PARCEL ID # 102- 26 -21- 0010 - 02500 -0020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED ® NEW CONSTR ADD /ALT n SIGN I MOVE n DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR n COMM n OTHER 1 I TYPE OF CONSTRUCTION n BLOCK I FRAME n STEEL n OTHER I DESCRIPTION OF WORK INSTALL NEW UNDERGROUND PIPING BUILDING SIZE SQ FOOTAGE I HEIGHT Ti BUILDING $ VALUATION OF TOTAL CONSTRUCTION $10,169.00 n ELECTRICAL $ AMP SERVICE n PROGRESS ENERGY n W.R.E.C. n PLUMBING $ n MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION F GAS n ROOFING I SPECIALTY n OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA nYES r--7N0 BUILDER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address 1 License # ELECTRICIAN COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address I 1 License # 1 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I 1 License # I 1 MECHANICAL • COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N I Address I License # I 1 • OTHER COMPANY W�„ AUTOMATIC FIRE SPRINKLERS SIGNATURE REGISTERED (L N I FEE CURRENT I Y/ N I Address 1 2 97 CAPITOL CT OCOPE FL 3/1761 1 License# 102390300012008 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R -O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R -O -W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (A/C upgrades over $5000) Agent (for the contractor) or Power of Attomey (for the owner) would be someone with notarized letter from owner aut :at'htiF t. " .. OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades NC Fences (Plot/Survey/Footage) 4ViAti 1S ets't ' Driveways -Not over Counter if on public roadways..needs ROW i;;'v'S +' g .A '•' ' , NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. • UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection - Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. - Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency - Asbestos abatement. - Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone "V' unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. - If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such • - mit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abando -d .r a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, fro the : uilding Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension If w.rk ceases for ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: Y• - F • LURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRi NTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDE - a A ORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. FLORIDA JURAT (F.S. 117 ' �� 7 .. OWNER OR AGENT / ' / �\ . � r� CONTRACTOR � t�-�� J • •I h' Subscribed an swo • e • re me this ub £ # Y . ice �by % y . e... J.s /, / 3ohTune. Cffby - a - `rr e p onai, • me or a ave produced Who is/are pArsonally known t. me or has/have produced T�� 1 /. IP as ide tification. as idenr cation. t ���Q/� � .d _ �L AAJ `ota • ubiic " "" notary Public Commission No. Commission No • " 1J '' " 'r" �' - - -7 -7 - Notary Public State of Florida ' ip �� -c, N Nal :lilt ed or st ped Name of Note ed r •� . Ohry • � � IL, H of ed Expires 08ission DD680092 ' ' My Cantu. EirPIM AN. 11. all Commission . 0G X12112 ,,3 , , , , , , r Bonded Through National Nary . 813 -780 -0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department 3501 5/ CZ. — 4/706 _)r3 , Date Received 6/30/09 I Phone Contact for Permitting 1407 8 7 - 5557 Wort/ Owner's Name I ADVENTIST HEALTH Owner Phone Number Owner's Address 17050 GALL BLVD Owner Phone Number 1 Fee Simple Titleholder Name Owner Phone Number 1 1 Fee Simple Titleholder Address JOB ADDRESS 6748 GALL BLVD LOT# 1 SUBDIVISION PARCEL ID# J2-26 -21- 0010 - 02500 -0020 (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD /ALT n SIGN I MOVE n DEMOLISH X INSTALL REPAIR PROPOSED USE I] SFR 1 COMM I OTHER I I TYPE OF CONSTRUCTION I BLOCK I FRAME n STEEL I—I OTHER I I DESCRIPTION OF WORK INSTALL NEW WET FIRE SYSTEM PER TENANT REMODEL BUILDING SIZE SCI FOOTAGE HEIGHT n BUILDING S VALUATION OF TOTAL CONSTRUCTION $27 , 200 .00 I I ELECTRICAL $ AMP SERVICE I I PROGRESS ENERGY Il W.R.E.C. Fi PLUMBING S Ii MECHANICAL S VALUATION OF MECHANICAL INSTALLATION I I GAS I—I ROOFING I I SPECIALTY I] OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA I—IYES I]NO BUILDER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT 1 Y/ N I Address I 1 License* l 1 ELECTRICIAN COMPANY SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT I Y/ N 1 Address I 1 License IS I 1 PLUMBER COMPANY SIGNATURE REGISTERED I Y/ N I FEE CURRENT I Y/ N 1 Address I l License* I 1 MECHANICAL COMPANY • SIGNATURE REGISTERED 1 Y/ N I FEE CURRENT 1 Y/ N 1 • Address I I License # I 11 OTHER COMPANY WAYNE AUTOMATIC F - RE SPRINKT,E RS SIGNATURE REGISTERED Y / N FEE CURRENT Y / N II Address 1222 CAPTTOL CT. OCOEE FL 1 License* b2390300012008 RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Sift Fence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page: (1) set of Energy Forms. R -O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ""PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner & Contractor sign back of application, notarized 1 - - - - If over 82500, a Notice of Commencement Is required. (A/C upgrades over 85000) f1 ',- Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner sulk; *web mg - , OVER THE COUNTER PERMITTING (Front of Application Only) ! tt �O e ' - Reroofs Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) I vet !MIS010 MNIw>M>N0 Y i Driveways -Not over Counter if on public roadways..needs ROW - r ea IMO O I 'k . 1 r NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division — Licensing Section at 727 -847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT /UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89 -07 and 90 -07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water /Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law — Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner ", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the 'owner" prior to commencement. CONTRACTOR'S /OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection- Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District - Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers - Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services /Environmental Health Unit - Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency- Asbestos abatement. Federal Aviation Authority- Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. - If the fill material is to be used in Flood Zone "A ", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. 111 am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a pe '.. of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Buildin4 0 Icial for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ce ses fir ninety (90) consecutive days, the job is considered abandoned. WARNING TO OWNER: YO ,,R FAILUR TO "ECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPR •' ME " ' • • UR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER O • A r• R • EFORE RECORDING YOUR NOTICE OFMMENC MENT. FLORIDA JURAT (F.S. 117.. f 1 �- 4 OWNER OR AGENT /A - 1. CONTRACTOR Subs / • d swo Subsc ed and swom to' eg •re me this / L 6 �. by �/ 1 .i !1 ur+c ‘'70Y Vi a.. • -M4 rs. all �T o me or has/have produced Who is/are p kno to me or has/have produced (� as identification. - as identification. , ��4 Notary Public - `ry 'J° ���� blic • Com Commission No. a f \ �' . • a •ed Name of N, +. t e t :• 77 OMMIaMIIM M 11! n yP �s Doss a a uorc-IwwoD,cyy ��• w a ^ eeoa g eooJgoNi `. �� epuol9 to aim ollgnd kitioN ZEPHYRHILLS FIRE DEPARTMENT 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.:, f ,%) „ / Plan No.: 1(; 5-� Contractor: l C /`'1r�eeira 7 "� /hi /3 Business Name: /A4 / Of S Billing Address: _ : $ ,• a. Business Address: W 4p -14 tek°e f , Business Phone No.: Billing Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: _ PLAN REVIEW FEES _ INSPECTION FEES PERMIT FE I . 6 - 5 ) FALSE ALARM FEE Site Plan N/C _ Annual N/C I Sprinkler $50 ` — 1st Alarm N/C mufti-Family/Commercial .06 sf _ 1st Re- inspection N/C I Standpipes — 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 II Fire Pump $50 _ 3rd Alarm N/C O Plan Revisions DBL _ 3rd Re- inspection $250 , Hoods $50 _ 4th Alarm 5100 _ 4th Re- Inspection $500 , Fire Alarm $50 _ 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until II LP Gas $50 _ 6th Alarm $200 0 - 25 Heads $50 violations corrected) , Natural Gas $50 _ NON COMPLIANCE $150 26 plus Heads 100 SPRINKLER SYSTEM ,Fuel Tanks - Per tank $50 STANDPIPE SYSTE Hydro Undergrounds ■ Sparklers $100 O Per Riser $50 Hydrostatic Test CCM. per system , Fire Works 5500 FIRE PUMP Acceptance Test 04L L. - system , Camp Fire $25 fl Per Pump $100 Hydrant Flow , Controlled Bum $100 _ FIRE ALARM SYSTEM II Hood/Duct 550 — 0 - 25 Devices $50 _ FIRE ALARM SYSTEM , Place of Assembly $50 Annual — 26 plus Devices $100 System Acceptance $50 , Fire Protection $25 SUPPRESSION SYSTEMS — Recall Acceptance $50 , Flammable Application $50 Annual Wet Dry $50 OTHER ,Waste Tire Storage $50 Annual $50 Fire Wall/Smoke Wall $15 Per wall , Generator < KW 5100 CO2 $50 _ LP Gas $25 per tank 1 Generator >30 KW 150 Other $50 _Natural Gas $25 Per system , Bio-Hazard Waste $100 Annual KITCHEN EXHAUST _ II Fumigation Tenting $50 0 Hood/Ducts 550 _ Tent 10'x10' or greater $15 Per tent ■ Torch Pot/Applied $50 _ OTHER Fire Pump $45 , Haz. Materials $100 Annual — LP Installation per tank $50 Fire Suppression $30 Fuel Tank Installation $50 _ System Acceptance (Per Tank) $50 _ Exhaust Hood/Duct $30 EI Natural Gas Installation 550 _ Re - inspection DBL (Per System) (other than annual) _ 0 Spray Booth $50 11 Inspection scheduled DBL _ and cancelled less than _ _ 24 hours _ Construction Insp. N/C Emergency Vehicle Aci $50 A -P FALSE ALARM PLANS TOTAL „a- INSPECTION TOTAL PERMIT TOTAL TOTAL • GRAND TOTAL IIIRIA Comments: Date: Insrigctor: r7 ivr '-- P - Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Barnett Fax (813) 780 -0044 E -mail: kbarnett@fire.zephyrhills.fl.us Plan Review #: 09 -056 Project: Sprinkler — Twelve Oaks Number of Pages: 3 July 1, 2009 I have received and reviewed the plans for the fire sprinkler system and the associated underground located at 6748 Gall Blvd and will allow this to move forward. Obtaining permit, the applicant acknowledges complying with the items listed below. Should anyone have any questions, please do not hesitate to contact the Fire Marshal's office. 1. Change out standard FDC to a 5" 30 degree turndown Storz connection. 2. Tamper switches shall be installed on double backflow preventor. 3. Double backflow preventor shall be protected against vehicular damage. Install bollards. 4. Plans shall be submitted for fire alarm changes and/or additions. Inspections Required: 1. Underground pressure test 2. Underground flush - witnessed (connection shall be made after flush, if not capped off to prevent obstructions or contaminates) 3. Pressure test (placement will be checked during this test) 4. Acceptance test completed in conjunction with fire alarm test / Y BARNETT, FIRE MARSHAL ** *Please be advised this review of plans submitted is a cursory review to assist the contractor in compliance with applicable fire safety codes. This review is not intended to be a fmal approval of the submitted plans. It is the contractor's sole responsibility to ensure that the plans are in complete compliance with all applicable NFPA codes and local ordinances. In the event that further examination or site inspection reveals areas of non - compliance, it shall be the contractor's sole responsibility, at their sole expense to bring those areas in compliance. The City assumes no responsibility for the contractor's failure to be in compliance with all applicable NFPA codes and local ordinances. a ce. 4(2Voy • t yks ,04 oot 4 VO VV WAYNE Automatic Fire Sprinklers, Inc X 222 Capitol Court, Ocoee, FL 34761 Phone: (407) 656 -3030 Fax: (407) 656 -8026 ❑ 11326 Distribution Ave. West, Jacksonville, FL 32256 Phone: (904) 268 -3030 Fax: (904) 268 -0724 ❑ 4683 Laredo Ave, Ft. Myers, FL 33905 Phone: (239) 433 -3030 Fax: (239) 433 -3263 ❑ 3121 N.W. 16" Terrace, Pompano Beach, FL 33064 Phone: (954) 917 -3030 Fax: (954) 917 -9424 ❑ 3226 Cherry Palm Drive, Tampa, FL 33610 Phone: (813) 630 -0303 Fax: (813) 630 -0312 ❑ 4370 Motorsport Drive, Concord, NC 28027 Phone: (704) 782 -3032 Fax: (704) 795 -6838 FAX TRANSMITTAL DATE: 06/26/09 FAX: 813 - 780-0021 TO: City of Zephyrhills NO. PAGES: 5 (Including Cover Sheet) ATTN: Building /Permlttlna Dept. (Jackie) FROM: Ruth McCulloch RE: Updated License Info. Please find attached current copies of Ryan Peterson's State License, Certificate of Insurance & our Occupational License. v If you need anything else please don't hesitate to call me at 6 Thank you, 'bV\ .\11. Ruth McCulloch YOUR "ONE STOP SHOP" SERVING ALL YOUR FIRE PROTECTION NEEDS We at Wayne Automatic Fire Sprinklers would like to take this opportunity and "THANK YOU" for using our services. We have seven (7) locations, six in Florida and one in North Carolina. We provide full service fire protection for fire sprinkler and fire alarm systems, FM 200, fire sprinkler inspections, alarm certifications, and maintenance on existing fire sprinklers and fire alarm systems in all locations. Should you need our services, please call one of the numbers above. Thank You, Wayne C. Gey President N d ' c s c . O A . L 1 ei d , L • C O N ▪ Q • W — �.� : •. . ly , , . :; ',. , �.;0;.., . :,� _ � ..a Q Y �' h ^b�; � •'Q:. . r y f f O w1 O :1.• ..� _ v W. t 1 j . : } . a • ; r J V C JD:: :,;.: ��. /4, , +�r,.ir i K c �. AQ.' . .F; ,:•:; ;: jS ; ' , ;„3i 4 J q Ot- .ti 1 : }� ?� { + ! 44ta ; y ;1 ) sJ i +( \'r''r V %r::.c pl;, r y t r +' := iF\ r r }+! ! ,. ; , ,'', 5 i , ,. ;. ,.. „r; :,, ` : z o > �f • r� J , + y,) r1,y;a` " , i: ;1 ;,:'san >' '-; ::;v; .dk5t .� °.,, Sp � "�{ • J ! k ,! `'%,�.YC`tr.y.' r,a��," ,�r ' i Y1� . p_. ... ,j , � i ti. i 'a . ,:i , i;: •r °: .' w _: +n . ' :q':a , .°::.r�y': r'I�EuT r,�'�:eh 1i't•' .u.•..i,:,. L . ,.t ��q.) 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" ?': :: �;:V'i "�: ;1'f:.. %iN, • W: a • STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE FIRE MARSHAL — TALLAHASSEE, FLORIDA CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT: RYAN PETERSON 222 CAPITOL COURT OCOEE. FL 34761 - BUSINESS ORGANIZATION: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. CONTRACTOR I INCLUDES THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY, EXPERIENCE, KNOWLEDGE, SCIENCE, AND SKILL TO INTELLIGENTLY LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, REPAIR. OR SERVICE ALL TYPES OF FIRE PROTECTION SYSTEMS, EXCLUDING PRE-ENGINEERED SYSTEMS. l aj Le • Chief Financial Officer 0911912008 07 15 Orange 02390300012008 0239030001 150.00 0613012010 Issue Daie Type Class County License/Permit Number Application M Taxes & Fees Expire Date :u'• •.. .. ... .., . .: ... � :: :� .. - ,... - . .. :. . . . • ...J , i reIN • 113:- _ tii^':.- ily4; - - .+ il' . •.... . . . � .. � • .. = cJ_1J51.. L' :i:l} ::Nliwi: :yy IN .. . uµ' .. . .. ., :., .l.l' .... .. -_ .. fl .�, .. .....,. i..l1 _, r 1... (:III.S..., [ [ f�.::�. • t �.. ._ � r . . . ..: :� : �,, l. .. ........5_ .- .....: :: -aJ ....r....�- ..7aultli.ut[:if- _ .... ..KNIT _ ;J. i _Ir. :.a .. �. ... _.... -. ,.... ...r .J. r•, .. ._...... ... .•\ +.{r ., .. ....t [:L ..:�?I...: \: [:: �: II:: ,k:�...ai..:- .J.iit ._ ... ,. .,. ....... ,......c. .... ! i � .. _.. .. ^ e:.. au.- ... i, � .. �• .:.wN. r-a�:r �'�i: - :ahi °�� ::;�'[•� - _ - - . " . E ( .._.. - . A. .. .... ...... '... u a. n .: ae a l. _..,.. � .In tw:I?I� ... ` r i � ..,a.7 : A :, • �9y"' iC V. ••_•_�� _ Producer THIS CERTIFICATE 1S ISSUED AB A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MOLDER THIS BROWN & BROWN INC AFFORDED! P MOT EXTEND OR ALTER THE COVERAGE 220 SOUTH RIDGEWOOD AVENUE P 0 BOX 2412 COMPANIES AFFORDING COVERAGE COMPANY DAYTONA BEACH, FL 32115 A GREENWICH INSURANCE CO 22322 soma — 011PANY — WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 8 HARTFORD CASUALTY INSURANCE CO 29424 HAZARD FIRE PROTECTION ENGINEERING C ' ' ANY 222 CAPITOL COURT C NA WANT 38086 OCOEE FL 34781 coMP D FFVA MUTUAL INSURANCE CO (FL ONLY) 10386 COMPANY E HARTFORD INSURANCE CO OF THE SOUTHEAST 38261 COMPANY COVERAGES ......:..........., ....., ........... . THE POLICIES OF INSURANCE BELOW HAVE BEEN ISSUE • TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED, NO7WITHSTANOING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY " ITI PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO LTR TYPE OF INSURANCE POLICY NUMBER POLICY EFPECTNE POUCY LIMITS PATE (MM/OTYY) EXPIRATION DATE I/MD0 YY) GENERAL Lumpur*, RMGB40012401 09/01/08 09/01/09 GENERALAD0REGATE $ 2,000 000 A ® OMMERCIAL GENERAL UABILITY PRODUCTS - COMP /OP AGG 1 01:1 CLAIMS MADE ® OCCUR $ 2,000,000 _ PeRBONAL LADY INJURY $ 1,000,000 T kg OWNER'S MFRS£ A CONTRACTOR'S O LAM $1,000,000 EACH OCCURRENCE ,rftE APPLIES PER PROJECT DAMAGE (Ai - c4 $ 60,000 MED ExP (Any one Person) $ 5,000 8 J AuTONOBILEUAIRLrrn 21UENLJ7216 09 /01/08 09/01/09 $ 1,000,000 0 ANY AUTO . COMBINED SINGLE UMIT 0 AU. OWNED AUTOS El HIRED AUTOS . BODILY ;AWRY $ (Per Person) ® NON.OWNED AUTOS ❑ BODILY INJURY $ ❑ �PMAOddenp i PROPERTY DAMAGE $ GARAGE L1ABU TTY AUTO ONLY.EA ACCIDENT • ANY AUTO OTHER THAN ONLY: ❑ 'EACHACCDENT 'r►,''':Y:i_(;y, .; : :: ` :'( AGGR TE $ !i C EXCESS/UMBRELLALIABILITY NYO$EXC189817NC 09 /01/08 09/01/09 EACH OCCURRENCE occuNRENCE $ 1,00a,o00 AGGREGATE s 1 000 000 WDRIfEg9 COMPENSATION ANT/ SIR $ 10,000 D EMPLOYERS LIABILITY WC84000168652009A 04/01/09 aro1 /10 — � STATUTORY LIMITS Florida TNF• PROPRIETOR/ EACH ACC PARTNERS/EXECUTIVE ❑ M DENT ^i $ 600,000 OFFICER$ ARE ❑ EXCL OISEISE^POUCY LIMIT $ 500 DISEASE -EACH EM PLOYEE ; 500'000 E OTHER LEASED/RENTED EQUIPMENT 21MSLJ8023 09/01/08 09/01/09 1100,000 PER ITEM 82,500 DEDUCTIBLE 3200000 AGG DESCRIPTION OP DPERATION9ILocAT1oNINENICLm,s ec*AL ITEM$ CANCELLATION: EXCEPT 10 DAYS NOTICE FOR NON-PAYMENT OF PREMIUM SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE CITY OF ZEPHYRHILLS THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 5335 Y OF MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO HILLS, FL 33542 THE LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. LIW.,4 ' ACORO 2s-S (3183)...: ,,', • ' ' ' , . - - , >m ACORO CORPORA ION 18B 1 i • NOTEPAD: INSURED'S NAME - WAYNE AUTOMATIC FIRE SPRINKLERS, INC. PAGE 2 EFFECTIVE DATE: 911/08-9/1/09 ADDITIONAL INSURED - OWNERS, LESSEES, CONTRACTORS CG 20 33 07 04 ADDITIONAL INSURED- OWNERS, LESSEES, CONTRACTORS - COMPLETED OPERATIONS CG 20 37 07 04 WAIVER OF TRANSFER OF RIGHTS OF RECOVERY AGAINST OTHERS TO US CG 24 0410 93 ENDORSEMENTS CG 20 33 07 04, CG 20 37 07 04 AND CG 24 0410 93 APPLY AS REQUIRED BY CONTRACT, PROVIDED CONTRACT IS EXECUTED PRIOR TO LOSS. UNDERGROUND PRODUCT DATA SUBMITTAL For 12 Oaks Medical Office BIdg. WC0902491 6748 GALL BLVD. ZEPHYRHILLS, FLORIDA WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656 -3030 or FAX (407) 656 -8026 SUBMTI'I ED PLAN(S) HAVE BEEN REVIEWED BY zEPHYRHIL j ` Date: /� % , ' Reviewer: V� ES- A- 3000SS Series 3000SS A M E S Double Check Detector Assemblies FIRE &WATERWORKS Sizes: 2 — 12" (65 300mm) r 3000SS t.it Features • Patented Cam -Check Assembly valve provides low head loss +► --•. • Short lay length is ideally suited for installations • Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost • Stainless steel construction provides long term corrosion protection and maximum strength Series 3000SS Double Check Detector Assemblies are designed for use in accordance • Single top access cover with two -bolt with water utility non - health hazard containment requirements. It is mandatory to grooved style coupling for ease of prevent the reverse flow of fire protection system substances, i.e., glycerin wetting maintenance • No special tools required for servicing agents, stagnant water and water of non - potable quality from being pumped or Compact construction allows for siphoned into the potable water supply. • smaller vaults and enclosures • Furnished with $ /e" x 3 /4" bronze meter Specifications (gpm or cfm) A Double Check Detector Assembly shall be installed on fire protection systems when • Detects underground leaks and connected to a potable water supply. Degree of hazard present is determined by the unauthorized water use local authority having jurisdiction. The main valve body shall be manufactured from • Maybe installed horizontal or vertical 300 Series stainless steel to provide corrosion resistance. 100% lead free through the "flow up" position waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM. OSY resilient seated gate valves, and bypass Available Models assembly. The bypass assembly consists of a meter (cubic ft or gallons), a double check Suffix: including shutoff valves and required test cocks. Each cam -check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam -check LG - less shutoff valves includes a stainless steel cam arm and spring, rubber faced disc and a replaceable OSY - UL/FM outside stem and yoke seat. There shall be no brass or bronze parts used within the cam -check valve resilient seated gate valves assembly. The check valve seats shall be of molded thermoplastic construction. The *OSY FxG - flanged inlet gate connection and use of seat screws as a retention method is prohibited. All internal parts shall be grooved outlet gate connection accessible through a single cover on the valve assembly. The valve cover shall be held *OSY GxF - grooved inlet gate connection in place through the use of a single grooved style two -bolt coupling. The bypass line and flanged outlet gate connec- shall be hydraulically sized to accurately measure low flow. The bypass line shall con - tion sist of a meter, a small diameter double check assembly with test cocks and isolation *OSY GxG - grooved inlet gate connection and valves. The bypass line double check valve shall have a single access cover, two grooved outlet gate connection independently operating modular poppet check valves, and top mounted test cocks. CFM - cubic feet per minute The assembly shall be an Ames 3000SS. GPM - gallons per minute meter Available with grooved NRS gate valves Materials consult factory` All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless Post indicator plate and operating nut steel, Check assembly: Noryl'® Flange dimension in accordance with AWWA Class D. available - consult factory* Noryl® is a registered trademark of General Electric Company. *Consult factory for dimensions Job Name Contractor Job Location _ Approval Engineer Contractor's P.O. No. Approval Representative .............._... ._........._..._---- _...._._._. Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements please contact Arnes Technical Service. Ames reserves the right to change or rnodify product design construction, specifications. or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com Pressure — Temperature Standards Temperature Range: 33 °F - 110 "F (5 'C - 43°C) AWWA C510 -92, UL 1469 ' Maximu4n Working Pressure: 1 75psi (12.06 bar) Approvals Capacity For 12" approvals consult factory. Flow curves as tested by Underwriters Laboratory per UL 1469, ``pss 1996. * Rated flow **UL Tested 4> Approved c L OS 1048 (sizes 2 -10 ", (OSY Only) 2 (65mm) ** OSY Only) kPa psi kPa psi E (150mm) * ** 83 12 - - - 103 15 55 8 69 62 9 `- - - -- 1 -- — - --- — y 41 G 41 6 .—_ 1^ ___. - -- _.. .._.._._ 28 4 ...." . i 14 2 21 3 I 0 25 50 100 150 200 250 300 350 400 450 500 525 gpm 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 Ipm 380 760 1140 1520 1900 2280 2660 3040 3420 3800 4180 4560 4940 5320 5700 fpm 15 IPS 5 10 15 fps 4.6 nips 1.5 3 4.6 mps kPa psi 3" ($Omm) * ** kPa psi $11 (200mm) * ** 83 12 - - 83 12 09 10 62 9 55 8 41 6 6 28 4 \ 21 3 7 � 1_ `j' 14 2 1 0 25 50 100 150 200 250 300 350 400 450 500 550 600 gpm 0 250 500 750 1000 1257 1500 1750 2000 2250 2500 gpm 95 190 360 570 760 950 1140 1330 1520 1710 1900 2090 2000 Ipm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 Ipm 15 Ips 5 10 15 fps 4.6 mps 1. 3 4.6 mps kPa psi 4" (100mm) * ** kPa psi 1011 (250mm) * ** 103 15 - 103 15 83 12 83 12 62 9 62 9 ' — . rl � 41 6 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 0 250 500 750 1000 1250 1500 1750 2000 2250 2500 3000 3500 gpm 171 380 570 760 950 1140 1330 1520 1170 1000 2090 2280 2470 26602850 Ipm 950 1900 2850 3800 4750 5700 6650 7600 0550 9500 11400 13300 Ipm 5 10 15 fps 5 10 fps 1.5 3 4.6 mps 1.5 3 mps kPa psi 12" (300mm) Iii 110 16 97 14 j 'T' 83 1 "e '- -' C 60 10 a (Open) 1.1* a, s 0 �;0 ' � :� �° o 28 4 I ( I ' ' o 14 2 ® ° ` .) °i 0 500 1000 1500 2000 2500 3000 3500 4000 4500 gpm \ 1900 3800 5700 7600 9500 11400 13300 15200 17100 Ipm ° ° 5 10 fps I I L 1 I P 1.5 3 mps SIZE (DN) DIMENSIONS NET WEIGHT NET WEIGHT 8 C (OSY) D G L P w /Gates w/o Gates in. mm in. 10111 in. mm in. mm ill mm in. mm in. mm 7b. kg. lb. kg. 2 65 37 965 16 416 3 89 10 250 22 559 12 318 155 70 68 31 3 80 38 965 18 /8 479 3 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22 578 4 114 10 250 22 559 14 368 240 109 73 33 6 150 48 1232 30 765 5 140 15 381 27 699 15 394 390 177 120 54 8 200 52 1334 37 959 6 171 15 381 29 749 18 464 572 259 180 82 10 250 55 1410 45 1162 8 200 15 381 29 749 19 495 774 351 190 86 12 300 57 1461 53 1349 9 241 15 381 29 749 21 533 1044 474 220 100 J IMPORTANT inquire with governing authorities for Local installation requirements. A M E S 1S0 5001 FIRE & WATERWORKS A Division of Watts Regulator Company www.amesfirewater.com CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916 - 928 -0123 • Fax: 916 - 928 -9333 ES- A- 3000SS 0513 ©Ames Co. 2005 „ ,,,... ... ,,,..., ,-„,., , EB ,i, r. , :. � „,:), .., , . Series 1100 Your Connection to the Future”' Mechanical Joint Restraint for Ductile Iron P Features and Applications: �-. , , • Sizes 3 inch through 48 inch ' , � �� '� � • Constructed of ASTM A536 Ductile Iron ;� . 'r Torque Limiting Twist -Off Nuts • MEGA -BOND® Restraint Coating System ti • For more information on MEGA-BOND, refer to www.ebaa.com � � The Mechanical Joint Follower Gland is , ' '':::4',;.;,"?:- .- incorporated into the restraint .gin , �, p �. ," ? , "., �, I N- Heavy Duty thick wall design Post Pressure ` • Support Products Available: Nominal Series Shipping Assembly Rat Split repair style available 3 inch Pipe Size Number : Weights Deflec (PSI) ': through 48 inch. 3 1103 6.1 3. 350 EBAA Series 1100SD '4" 1104 " 7.7 ' 3° 350 6 1106 11.9 3° 350 Solid restraint harness available for 8 , - 11.08' ); 4t8 : 3° z 5fl f push -on pipe bells. 10 1110 23.9 3. 350 EBAA Series 1700 " ' Split restraint harness available for 14 1114 48.5 2° 350 existing push -on bells. 16 1116 .564 . 2 °' 36 EBAA Series 1100H D 18 1118 63.1 11/2° 250 20 1120 72:3 11x° 250 • All MEGALUG and related restraint 24 1124 133.1 1 250 products can be furnished as packaged 3 fJ',' 1 13 0 194:6 1 °< 2 50 accessories complete with appropriate 36 1136 234.0 1° 250 restraint, gasket, lubrication, and bolt- 42 1142 536.0 1 ° ' 250 ing hardware 48 1148 653.0 1° 250 For use on water or wastewater pipe NOTE or pplicationsorpressuresotherthatn those shown leas ' lines subject to hydrostatic pressure E" ": tltactEBAA. for assistance, and tested in accordance with either AWWA C600 or ASTM D2774 Made In U.S. Patent Nos. ; M,,, . : _ : 4092036, 4627774, 4779900, 4896903, 5544922 The x USA 0307 -5 -F Copyright 0 2007. EBAA Iron, Inc. All Rights Reserved. x"�a '*� r � y x a E � ,` ^-C a xa . R ' mot ' ,- t's S % � , tab kM ,$ "$te e .�[ " F '' i447 „ ,„! w ,..4. �.w" ' N � -°>�' =' '''..-':',°,=',:-- 4 CS. S $ �A g ' $tt E �� -',W15' �, � . �e � , t T t F ,66 {, $ 1 : • 4 1 f � ? -0 ! ti . „ . ` „ _; < . Ik : '''4,,''' CV14#i p p r+ y s ''" A s � ,, � J l .x Y' 7 k "''ry "�' e V¢ �$ l '°` g 4 U F r t 2 3 !' S z ' s, r �..�,.. - Te.'1,'y ' s£` x M ..a a%„ s MEGALUG: THE PRODUCT OF PREFERENCE SINCE 1984 Since 1984, engineers and contractors designing and installing Major testing Itioratories agree a s 3" through 24" sizes " `' water and wastewater pipelines and systems have come to rely are Underwritersaboratories (UL) listed , and the 3" through 12 on the EBAA Series 1100 MEGALUG Mechanical Joint Restraint sizes are Factorlutual (FM) approved. as the "Product of Preference" for effectively and economically For use on all classes of ductile iron pipe (PC350 through restraining - ductile iron pipe connections above or below ground. PC and CL56 Through CL50), for practically any application - MEGALUG Mechanical Joint Restraints replace external re including valves,fiydrants and pipe, the MEGALUG Mechanical - straints such as cumbersome concrete thrust blocks and corrod Joint Restraint effectively and safely performs without damage to ible metal tie rods creating a quicker, safer and more economical the pipe or cement linings. installation. ' THE MEGALUG GRIPPING WEDGE... PERFORMANCE PROVEN The wedge style MEGALUG design reacts cyclic loads. This has been tested to very to the amount of force acting on the joint. high-pressure loo d When each wedge is set, the wedge teeth o k the ifferentials and the wedge same as if a single penetrate the pipe's outer surface, and test had been performed. the wedge does not move on the pipe. Typically, the impressions depth of pipe wall pen - There is very little change in this interface _ etration, or wedge impression at around until the wedge movement begins inside $. 25,000 pounds of force per wedge (200 the pocket of the main casting. Once the PSI on a six inch and 150 PSI on a twelve wedge starts moving, the formation of the inch) is 0.03 ". Finally, at roughly twice that " force the penetration is around 0.05 At buttress begins. �, p This "dam" of material (the wedge these high pressures, there is no affect on impression) is cold formed as the wedging t .:? � . the design thickness of ductile iron pipe action continues. If the force of pressure made according to AWWA C150. The lack acting on the joint is released, the wedge of the pocket nal. at the maximum pressure or of damage to the cement lining clearly moves back to near its original position. load, the wedge buttress are in shear. The indicates that the thrust load is primarily This engages the reserve controlled move- maximum movement is about 0.3 inch longitudinal. ment or "RCM ". The wedge is then ready through the thirty six inch size and 0.4 This ability to move in the pocket allows for another round. inch for forty-two and forty-eight inch. for angular flexibility as well as longitudi After the wedge has moved to the back The RCM is available even with severe nal flexibility. ^ GRIPPING WEDGES ;,_,, tigliteniiiiig when ti proper torque , :, -- 1,5 degrees ttieflecition„ 44 i' ''' used to tighten the Tbolts on the : i -, 1 nut:z in all sizes. If removal becoihes ,, _ i Tile 1100 Series M a used to 1 necessary. a 5„/B hex head remains -, so the screws car) be loosened, 4, -- ehanical ;t. a:50 be used oil steel d iietighterteci with a torcitie-in ' , i , i, i pip if the pipe : outside Olaii -, , the wedg,es are held in place by , retaitier clips. itic;h and below ai.d Pe250 ductile von pipe , _ — The Viii- gripping ill ,.. 'fi'''"tui: tPoeffie ' ' : A ' ' 1 ' '1 TS'i;'H''' V*7:4;i6 " h f' av l ' i5 n1 ( 1 : , s rii t n a c :'( (...;_ r 5 d: ..1. 1- . e a ci r c hil a \ s iv l ith u r; ' it s',- ;:s . t ( sse „lc explained in detail in '`Connections Bui- ,-, ' , . ,--.'i:,,-,,::,.„,;,,,,c,',,,-.,.,,,,,1:::;!,4.4:,-,i;..,:iteil,}%,,,,, ,:z017,,,,I.,E.,,,,t3,--,,,,,A.,5:A,,,,,.i, 4,. tTtpiric7,„..: ..,, ,,,,,.: , ,. , .,,, ,.,.„.,,, , , . ,,,, O b n, i :' 7 i? f 6 r:: , l: i: c e: :::., : , ,, ,t l - :.: , e .,: :: o. H ,,,,, :,.6 . ,,,,,,,, h :, , ,,,4 -, : - t 'Tio::. ,,- :ii: , 6; ,, i :l , -,, 9, '4' r: ,,- .,. , i, ;. -- -, , k=.: i.,,, ,, -, - , p ,, , ,- :j i f ;„. j,,,,:::,:-..;.:,-,,=:'1,.:0::',',',0.' '' ' ,,, ,, : ii ,z 61 6 iji;m '' ' ' ',:=:,i-,. : :.,,' , ..,:.;0 . ,, , , : , , : ''.,.);,,,, , L : :.:..1.)::,. - 9 , ' j.0,,I -:' .i ' 1 .',. ',.-'' R :: : :'' ''." '' '',: ' :.:1\11,1 '2. :',,, I x : ' t,_,,,,G,, AL 'uSing. a Standard - tor crane-, EBAA Iron lifted p7 Caterpillar Tr Tractor weighing in at 50 350 lbs with this, the'Series 1100 MEGALUG has be tested to over 700 PSI Concluding that EBAA's MEGALUGS can take the loa . Mechan J oint ■ Restr aint Sa mple S pecifications ( The text of the specifications b el ow can be c o p ied pa s t ed f rom www.ebaa.com /do wnload /1100Spec.DO Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI /AWWA C111/ A21.11 or ANSI /AWWA C153/A21.53, s hall conform ty to the following: Design Traceabil shall be ensured with torque limiting twist Restraint devices for nominal pipe sizes An identification number consisting of off nuts. 3 inch through 48 inch shall consist of year, day, plant and sh ift (YYDDD)(plant multiple gripping wedges incorporated into designation)(Shiftnnmber), shall be cast Approvals a follower gland meeting the applicable re into each gland bod Restraint devices shall be Listed by Under quirements of ANSI /AWWA C110/A21.10. writers Laboratories (3" through 24" inch All p hysical and chemical test results shall size) and Approved by Factory Mutual (3" The devices shall have a working pressure be recorded such that they can be ac- through 12" inch size). rating of 350 psi for 3- 16 inch and 250 psi cessed via the identification number on for 18 48 inch. Ratings are for water pres the casting. These Material Traceability Mechanical joint restraint for ductile Iron sure and must include a minimum safe Rec ords (MTR's) are to be made avail pipe shall be Megalug Series 1100 pro factor of 2 to 1 in all sizes. able, in hard copy, to the purchaser that duce by EBA I ron Inc. or approved equal. requests such documentation and submits Material his gland body identification number. MEGA -BOND® Restra Coating System Gland body, wedges and w edge actuating All wedge assemblies and related on parts components shall be cast from grade 65- Production pieces that are small to ac- shall nsist be processed through opera e a phosphate 45-12 ductile iron material in accordance commodate individual numberi ng, such as wash, rinse and drying ti with ASTM A536. fasteners and wedges, shall be controlled to coating application. The coating shall in segregate inventory until com o two coats of liquid For applications requiring restraint 30 such time as all quality control tests are Xylan ®fluoropolym of a minimu to follow each coa coating with heat inch and greater, an alternate grade of passed. These component parts may then t. iron meeting the material requirements of be released to a general inventory for final ASTM A536 is acceptable, providing the assembly and packaging. All casting bodies shall be surface pre device meets all end product performance treated with a phosphate wash, rinse and requirements. All components shall be manufactured sealer before drying.. The coating shall be and assembled in the United States. The electrostatically appled and heat cured. Ductile iron gripping wedges shall be heat purchaser shall, with reasonable notice, The coating shall be a polyester based treated within a range of 370 to 470 BHN. have the right to plant visitation at his /her powder to provide corrosion, impact and expense. UV resistance. Three (3) test bars shall be incrementally poured per production shift as per Under- Installation The coating system shall be MEGA BOND writer's Laboratory (U.L.) Specifications Mechanical joint restraint shall require by EBAA Iron, Inc. or approved equal. and ASTM A536. Testing for tensile, yield conventional tools and installation proce Requests for approved equal must submit and elongation shall be done in accor dures p er AWWA C600, while retaining full coating material and process details for dance with ASTM E8. mechanical joint d gjoint during deflection ayse after review prior to b bly as well as all , ,,� , � Chemical and nodularity tests shall be assembly. p ` d 4 u F ao performed as reco by the Ductile $ ��� Sr i_ a`d ® s - r Iron Society, on a per ladle basis. Proper actuation of the gripping wedges �,,,,�� �.,, � -�� �� r �� . _ �� for mi r e- nfor!7 a ti cc ncetnrn they - * Luc s consult th� $ : ag or r%t�i e as carer . � x „ . +. e iel i Y , e �� e* -.: g$'' '^�N yy § ssv �i �' .' y � } „. ,a te' a r m r t EGA ,UG R strati t ! • � k or lush- ,k e+ 1o0SE' Sp 1v� Restr For M id S Appl .4.1 Sp MEGALUG- Rest rain> ' ' Harness for E Pos -On Bells r � , ' h Fes § i ° ° 4 t ., , � <.. 1 ' P. . 1\ mss,. ` I o >. *,: 0a , N is, z C'``£, a� ° 4 "S,1n a a z T iaF 1. The Series 1100 MEGALUG joint re- just prior to slipping the gasket onto 4.* Push the gland toward the socket straint is designed for use on ductile the plain end for joint assembly. and center it around the pipe with iron pipe conforming to ANSI /AWWA Place the gland on the plain end the gland lip against the gasket. C151/A21.51 (all thickness classes) with lip extension toward the plain Insert bolts and hand tighten nuts. when restraining mechanical joint end, followed by the gasket. Make deflection after joint assembly pipe fittings. but before tightening bolts. NOTE: In cold weather it is preferable to warm the gasket to facilitate assembly of the joint. 2.* Clean the socket and the plain end. Lubrication and additional cleaning should be provided by brushing both 3•* Insert the pipe into the socket and the gasket and the plain end with press the gasket firmly and evenly soapy water or an approved pipe into the gasket recess. Keep the lubrication meeting the requirement joint straight during assembly. of ANSI /AWWA C111/A21.11, , 4. (cont.), ., 4 s §4�� ' 5" 6- ,� , y ' 5 5.* Tighten the bolts to the normal In large sizes (30 -48 inch), five or 7. If removal is necessary, utilize the 5 /8 range of torque as indicated [3 inch more repetitions may be required. inch hex heads provided. If reas- 45-60 ft -Ibs., 4 -24 inch 75 -90 ft- The use of a torque- indicating sembly is required, assemble the lbs., 30 -36 inch 100 -120 ft -Ibs., and wrench will facilitate this procedure. joint in the same manner as above, 42 -48 inch 120 -150 ft -Ibs.] While at by tightening the wedge bolts to 90 all times maintaining approximately 6 Tighten the torque limiting twist- ft -Ibs. If the series 1100 restraint the same distance between the off nuts in a clockwise direction is removed from the pipe, be sure gland and the face of the flange at (direction indicated by arrow on that all the collar bolts and wedges all points around the socket. This top of nut) until all wedges are in are in place before the restraint is can be accomplished by partially firm contact with the pipe surface. reassembled. tightening the bottom bolt first, then Continue tightening in an alternat- top bolt, next the bolts at either ing manner until all of the nuts have * These steps are requirements of side, finally the remaining bolts. been twisted off. AWWA. AWWA Standard C600 Repeat the process until all bolts are within the appropriate range of torque. For More Information F or more information about MEGALUG restraints call EBAA IRON Sales, Inc. EBAA today and request P.O. BOX 857 Eastland TA 76448 "EBAA Connections Bulletin DI -1" concerning use of I I the MEGALUG restraint on grey iron pipe, or "EBAA Connections Bulletin DI -2" covering the background ,. ** * 1 _ H Tel: (254) 629.1731 * , ** and operation of the MEGALUG system of restraint. . _ _ *:*, ° `1 Fax (254) 629.8931 "Restraint Length Calculation" Software is available (800) 433.1716 within US and Canada for PC /Windows applications. Support documenta- contact @ebaa,com lion a bout the software can be found in "EBAA Con- nections Bulletin PD -1 through PD -5 ". www,ebaa.com si.t B , A ' r , SERIES 1600 . .... Bell Restraint Harness Your Connection to the Future for C 9 0 0 PVC pipe F Application: r • eatures For use on AWWA and C900 PVC pipe bells. .' • Minimum 3 to 1 Safety Factor. � R ' • MEGA- BONDTm , � �g Restrai Stem en ., For more nt information Coating ys regarding � MEGA -BOND refer to www.ebaa.com /products /mega -bond �. _ ' ,� • Split design for ease of installation. - •Constructed of ASTM A536, " 65 -45-12 Ductile Iron. 4,11/11/4 .' • Available in accessory packages. E %: NN 4,41,4%ts • For use on water or wastewater rt pipelines subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. Jere, 1610 on 10 imb pier. AOnlate PI CC Ra ngS (cOO) 0814 " OR18 DR2S • lri� Site esR i S F, . . 1 ! iIass20 150 100 . ( S 1 l4ass tN 4 1604 13.9 200 SampiSei #icatfon 6 1606 20.1 200 150 100 Restrain for PAC 'pipe beti (A WWA G9C10) 8 1608 26.6 200 150 100 10 1610 64.1 200 150 100 S h a ll co n sist of th e following The restrain t n 12 1612 59.9 200 150 100 shall be manufactured of ductile iron „uu - conferral" ASTM A 53 6 Thy restraint • devices shall coated g MEGA BONDT"" .(F& be complete specific °o`n" MEGA-BOND i!i A i t *� ring shall he utilized beh the p } bell: spl A s ring shall be used to grip the pipe anda sufficient number of s l be use to c o suffic nne c t the bell ring and the . - v grippi rigr " The coriibinatiort stea # . have a , ` y minimum working pressure ratin as shown : '' in the adjacent table. The restraint shall be the Series 1600 as manu factured by E BAA � 2,.. , .� � �� Iron, Inc. o ' r approved equal. 1206 -3 -J Cop yright 2005 © EBAA IRON, Inc. Series 1600 Submittal Reference Drawing E) , a I e A A 1 A t C s i ai �\ %' %f U s # Serrated I.D. T'.uuis f3:.1 ` ion -,e rated LD. Re traiut Ring Backup A 8 C ll Nolnhial S IeS Pipe � NI es itt .t}: OverAJ) T�Bek � e; Number .0, O1 seared Col .1 a nt a Len :1 ) bet • ) 4 1604 4. 6 .75 9 .25 13 2- 6 1606 6.90 8,75 11.25 18 2•I4 x 18 8 1608 9.05 12.25 14,75 18 2-1/4 x 18 10 1610 11.10 14.20 16,85 22 4. 1 /4x22 12 1612 13.20 16.90 19.45 22 4•1/4x22 iiete.ehelldim, in jacks > a subotitoftgevactutnotice. Installation Instructions d ry X � 1. The Series 1600 is designed for restraining push -on, 3. Install both halves of the non-serrated bell ring around 5. Remove the side bolts from the serrated restraint ring, C900 PVC pipe bells. It has a split, serrated restraint the pipe behind the bell. Install the side bolts and Use the tie bolts to determine the proper location of ring on the spigot and a non - serrated ring behind the tighten each to 110 ft-lbs. (60 ft-lbs on 4' and 6') the restraint ring on the spigot Allow enough room bell. 4. Slide the bell ring toward the bell so that it fits snugiy on the tie bolt to fully engage the nuts. 2. Assemble the push -on joint per the pipe manufacturer's behind the bell. x x + instructions. �f: ; 4,11,„,. ' mommo E r .,,„, ., ,-._,,,,....,--„,,,,,,,,,-,--,......,-........„, EBAA IRON Sales, Inc. -. ~ P.O. Box 857, Eastland, TX 76448 10. . Tel (254) 629.1731 '' "t:x I , Fax (254) 629.8931 (800) 4311716 within US and Canada 6. Install both halves of the restraint ring at the proper 7. Place nuts on the tie bolts and tighten until they are contact@ebaa,com location, tapping each half into place. Make sure that snug, Allow enough room on the tie bolt to fully engage www.ebaa.com the complete ID of the ring is touching the pipe before the nut with several threads showing. Do not tighten installing the side bolts. Tighten the side bolts evenly to these bolts enough to force the spigot further into the P1R r =ber§ °f .- 110 ft-Ibs torque. (60 ft -Ibs on 4' and 6') bell of the joint. " ' r ,,,,,..:„.,,,, ,-,, ,.. ,*, 1 A tAtiiICAN FOittdfff?Y SpG7£7Y 0® . EB 1R . N . Mechanical Joint Restraint for PVC Pipe Your Connection to the Future Features and Applications: • For restraining plain end PVC pipe at mechanical joint fittings and appurtenances si • Sizes 3 inch through 36 inch Sizes 42 inch through 48 inch accommodated by Series 2200 a. • MEGA -BOND Restraint Coating System • ` " "� For more information on MEGA -BOND, refer to www.ebaa.com • Constructed of ASTM A536 Ductile Iron • The mechanical joint follower gland is Series2012PV on flinch C900 PVC pipe at a ductile iron fitting. incorporated into the restraint • Heavy duty thick wall design Nominal Pipe Size Series Number Shipp Wei € ght Support Products Available: • 3 2003PV 7.0 ° Split mechanical Joint style available 4 2U' 88 %! for 3 inch through 12 i nch 6 2006PV 12.1 EBAA Series 20O0SV $., 2008PV 163 10 2010PV 26.0 ° Solid restraint ring harness available elikt for C9O5 PVC pipe bells 14 2014PV 47.6 EBAA Series 2800 a 20 2020PV 70.9 ° Split restraint ring harness available for C9OO and C9O5 PVC pipe bells 30 2030PV 128.5 and PVC fittings EBAA Series 1500, 1600 and 2500 36 2036PV 1613 42 2242* 652.0 • All 2000PV and related restraint €- products can be furnished as packaged *Restraintfor pipe size 42 inch and greater, please refer to Series 2200 Brochure accessories complete with appropriate found at www.e as cont restraint, gasket, lubrication and bolting hardware U.S. Patent No. For use on water or wastewater pipelines 4627775 4896903 5071175 subject to hydrostatic pressure and tested in accordance with either AWWA C600 or ASTM D2774. 1007-5-1 Cop 2007 r EBAA Iron. Inc. All Rights Reser%ed. ,. ' Three Testing Methods S One of the primary tests of PVC is The design philosophy behind its quick burst strength. For pipe the 2000PV joint restraint is that meeting the requirements of AWWA the pipe with the restraint should C900, AWWA C905 and ASTM be capable of being tested to the 2241, the minimum quick burst same minimum requirements requirement for the hoop stress is of the pipe alone. In doing so, 6,400 PSI. For DR18, pipe pressure the restraint is shown to have is 755 PSI. no detrimental effect on the 1 £` pipe and will have the same ,' The second test is sustained pressure rating and safety factor - pressure test at a hoop stress of as the pipe on which it is used. 4,200 PSI. For DR18 pipe, that To that end the 2000PV has ,,, rt pressure is 500 PSI. been subjected to hundreds of static and cyclic pressure tests ;;: Third, a conservative cyclic pressure to demonstrate the performance surge design for the pipe exists in and reliability of the restraint. the form of Vinson Equation. , ., n, The 2000PV restraint has been tested to over one million cycles to o f the peak pressures predicted by the ' Vinson Equation for that number of s cycles. ° c 1 wr9 y :, Y "t c F es ., .. .,s. ., � s r h < , *` .a ,�: t "'",fa€ r ' s t a a s sy zaa as S x7 3, a,, �. � r . n s� & �„-� #� S a y � +� � ,s<s, B �, t O n Apr� 1 997 EBAA IroT erto�rmed ; remarkable fo rce de rnons tr a ti n , # of their S eries 2 00 0 PV j oint r i nt With the use-o � EBAA's� Series 2 000PV using.standard mechanical �joint installation on 1 pipe, and a 80 Ton Motor Crane, EBAA Iron lifted a D7 Caterpillar Track Type Tractor weighing in:at 50,350 lbs. Along with -this, the Series 2000PV has been tested to over 700 PSI. Concluding that EBAA's Series 2000PV MEGALUG' can take the Toad. Mechanical Joint Restraint for AWWA PVC Pipe Sample Specification • • (The text of the specification below can be downloaded as a Microsoft® Word Doc from t www.el I , r:.i ] ) Restraint devices for mechanical joint fittings and appurtenances conforming to either ANSI /AWWA C111/A21.11 or ANSI /AWWA C153/A2153, shall conform to the follow: Design the casting. These Material Traceability through 24 inch, shall meet or exceed the Restraint devices for nominal pipe sizes Records (MTR's) are to be made requirements of ASTM F1674 of the latest 3 inch through 36 inch shall consist of available, in hard copy, to the purchaser revision. multiple gripping wedges incorporated that requests such documentation and Mechanical joint restraint shall be Series into a follower gland meeting the submits his gland body identification 2000PV produced by EBAA Iron Inc. or applicable requirements of ANSI /AWWA number. approved equal. C110/A21.10. Production pieces that are too small to The devices shall have a working pressure accommodate individual numbering, rating equal to that of the pipe on which such as fasteners and wedges, shall be it is used. Ratings are for water pressure controlled in segregate inventory until MEGA -BOND Restraint Coating System and must include a minimum safety factor such time as all quality control tests are All wedge assemblies and related parts of 2:1 in all sizes. passed. These component parts may shall be processed through a phosphate then be released to a general inventory for wash, rinse and drying operation prior Material final assembly and packaging. to coating application. The coating shall Gland body, wedges and wedge actuating All components shall be manufactured consist of a minimum of two coats of components shall be cast from grade 65- and assembled in the United States. The liquid Xylan® fluoropolymer coating with 45 -12 ductile iron material in accordance purchaser shall, with reasonable notice, heat cure to follow each coat. with ASTM A536. have the right to plant visitation at his /her Ductile iron gripping wedges shall be heat expense. All casting bodies shall be surface treated within a range of 370 to 470 BHN. pretreated with a phosphate wash, rinse Three (3) test bars shall be incrementally Installation and sealer before drying. The coating poured per production shift as per Mechanical joint restraint shall require shall be electrostatically applied and heat Underwriter's Laboratory (U.L.) conventional tools and installation cured. The coating shall be a polyester Specifications and ASTM A536. Testing for procedures per AWWA C600, while based powder to provide corrosion, impact tensile, yield and elongation shall be done retaining full mechanical joint deflection and UV resistance. in accordance with ASTM E8. during assembly. Chemical and nodularity tests shall be Proper actuation of the gripping wedges The coating system shall be MEGA -BOND performed as recommended by the shall be ensured with torque limiting twist by EBAA Iron, Inc. or approved equal. Ductile Iron Society, on a per ladle basis. off nuts. Requests for approved equal must submit coating material and process details for Traceability Approvals review prior to bid. An identification number consisting of Mechanical Joint Restraints shall be year, day, plant and shift (YYDDD) (plant Listed by Underwriters Laboratories in the Xytan is !registered trademark of the Whitford designation) (Shift number), shall be cast 4 inch through 12 inch sizes. Corporation. into each gland body. Mechanical Joint Restraints shall be All physical and chemical test results Factory Mutual Approved in the 4 inch For more information regarding MEGA - shall be recorded such that they can be through 12 inch sizes. BOND, refer to the MEGA BOND brochure accessed via the identification number on Mechanical Joint Restraints, 4 inch or visit www.ebaa.com. k E 7r� i• M s �� . �a �.°�E@, ` f k , :� a a a cerni • a a a ® trarnt for 09 PVC > fi i ,, s r , ,„ ,stthint fora P fa d ':� d 6 �� P ` r y • �IEC7ALUC7� Restraint Harness ` • PVC: Sizes'14 inch through 48 Serde, x'2000 Sizes 4 "throe h 12'.accornm dared Split MEtAIUfv Resttatrit for exisung ,� � Senes 100 or T6f3(j 0900 PVC Pipe at IDuct Iran Fitttngs 3 hU� Sizes 4 inch through 12``" 4. Spacer h$tructions D Iron ar P VC Pi pe,S zes AST`VI "2241.PVC Pi Sizes -(IPS O.D. ). • For installation on For installation on ‘,.:,:: '-' ' ASTM 2241 C900 PVC pipe, use ' —Leave sized pipe, remove E as received and Spacer spacers and replace - Remove install per p p „ , Spacer p s crews. Install per ' instructions. ! instructions. '�, • 3 3 1. Identify the pipe. The 2000PV is for use with 2 Clean the socket and the plain end. Lubrica- 3 Insert the pipe into the socket and press the PVC and HDPE pipe. The 4 inch through 12 * Lion and additional cleaning should be provid- * gasket firmly and evenly into the gasket recess. inch size may be used on C900, IPS, and C909 ed by brushing both the gasket and plain end Keep the joint straight during assembly. PVC pipe as well as C906 HDPE pipe. Check with soapy water or an approved pipe lubricate 4 Push the gland toward the socket and center to see if the spacers under the screws are meeting the requirements of ANSI /AWWA it around the pipe with the gland lip against in place. If the pipe is C900 or is ductile iron C111/Al2.11 just prior to slipping the gasket * the gasket. Insert bolts and hand - tighten O.D., proceed with spacers in place. If the pipe onto the plain end for joint assembly. Place the nuts. Make deflection after joint assembly but is IPS 0.D., remove the spacers. Since 3 inch gland on the plain end with the lip extension before tightening bolts. and 14 inch through 24 inch restraints are only toward the plain end; follow by the gasket used with one pipe diameter, no spacers are with the narrow edge of the gasket toward the used. plain end [The gasket provided may have been the EBAA-Seallm Improved Mechanical Joint Gasket. This gasket is bi- directional and has no front or back. The use of a pipe wall stiffening insert is required on High Density Polyethylene pipe.]. NOTE: In cold weather it is preferable to warm the :asket to facilitate assembl of the - oint 04,:atiaoe f s �X Pte ;, r . ± j:. 4 ° , t ' 4 _e .. K ;. , ., ,. t o r . z 5 Tighten the bolts to the normal range of bolt 6 Tighten the torque limiting twist -off nuts in 7 If removal is necessary, utilize the 5 /e inch hex * torque [45-60 ft-lbs for 3 inch, 75 -90 ft -Ibs for a clockwise direction (direction indicated by heads provided. If reassembly is required, as- 4 inch through 24 inch, 100 -120 ft -Ibs for 30 arrow on top of nut) until all wedges are in semble the joint in the same manner as above; inch and 36 inch, and 120 -150 ft-Ibs for 42 firm contact with the pipe surface. Continue tighten the screws to 60 to 80 ft -lbs. If the inch and 48 inch.] while at all times maintain- tightening in an alternating manner until all of Series 2000PV restraint is removed from the ing approximately the same distance between the nuts have been twisted off. pipe, be sure that all of the screws, spacers (if the gland and the face of the flange at all required), and wedges are in place before the points around the socket. This can be accom- *These steps are requirements of AWWA C600. restraint is reassembled. plished by partially tightening the bottom bolt first, then the top bolt, next the bolts at either EBAA IRON Sales, Inc, side, finally the remaining bolts. Repeat the r. -, R z ,_ P.O.B0a857, Eastland, a 76448 p rocess until all bolts are within the a } * * .. . °ate A ern bers of ,. .... appropri- �,�. ate range of torque. In large sizes (30-48 inch) ,z"�1e'� w"!�•' „{Akay� , ' iek(254)62 &1731 FaC(254)629.8931 five or more repetitions may be required. The .,, ,,; (800) 433.1716 within US and Canada , x , COIItaCt@ebaa.COAI use of a torque- indicating wrench will facilitate .,r i the procedure. .� . , ..� , www.ebaa.wm , 3,4r,rca hi' r esssaucrsoorry . . EB E AE,•, ' r s � ` i IR .N E -Z Flange Your Connection to theFuture Ductile Iron Flange Adapter Features and Application: • F Duct ` ' at or flang ed on joint le Iron Pipe • For use on Steel Pipe at flanged joints (up to 12 inches and with a Transition Gasket). r. • Minimum 2 to 1 Safety Factor. • MEGA-BOND Restraint Coating System rd For more information regarding MEGA -BOND refer to ww w.ebaa.com /products /mega -bond U x • Set Screw design. �- t •Constructed of ASTM A536, ��' Ductile Iron. hh s:', -,- .�° sell', . a ,r9 _ ; .. ...��. ,. 3,.. • Available with accessory packages. 1012EZ on 12 inch pipe. • For use on water or wastewater pipelines subject to hydrostatic Awexhate ii*Ii $0400 h pressure and tested in accordance • ... �. abet .,. 0 250 ASTM D2774. 4 ► with either AWWA C600 or 3 1003 40 4' X1001`' ... '. 630 250 6 1006 -,8s.0 2 50 8 „; 01101? i3Os �.. SI$0, .l` p i n 200 0 0 2310 f 12' 1 2 8.0 200' ' F I n R ° '� si � u sed i ` l� eiu:of 14 1014 4150 150 stn -' a T . led flanges s o plain end 16 '` 10 7360 4a .;150' ®uc' ®- i 4 eir ra . sh 18 1018 75 125 28 0 ` 8700 b an ufa a „ d o ductil iron on rm ing 24 1024 1 05 00 100 to A STllll The ".res devices shall b e ., .._. i coa �ed u si �GABONDTM (For co ;7 f at�ec e lmut� ? a ; p 1 , s n IEG11 BOi I[' iii wv w ebaa.c The b cir n bo hole s Z a 1 0.. form ,, A , / i t A 'e` e,,�, 4 t NS Sad' w ( m 1 1 e s crew s s hall ' ha ve a Roc h ness cf C40-4 n v e r ted from rinne a flange a dapter ca s have x k I3 y I a minimum, working pressure rating as= - shown in th Fe tabl The re:§traint v� $ ° shall be the Series 1000 B -Z Flange as , .. manufactured by EBAA Iron, Inc. or approved equal. 0905-3-L Copyright 2005 © EBAA IRON, Inc. Series 1000 Submittal Reference Drawing 1; % mi fi ir, e d A ■I J ry A ®= 3 1 . -.. R 0 n ) .... A , 14" ' N ■■ 1 ■m Non ' Da ' al Seties PIP Range Ranged a e ''teSite _ .. , 5nmhe :. D.0. fie. _ 3 1003 3.96 1.50 1.77 4 1004 4.8 9.00 1.96 6 1006 6.90 11.00 2.02 8 1008 9.0513.50 2:39" 10 1010 11.10 - 16.00 2.46 12 ` 1012 13.20! 19,00 2.52 14 1014 15.30 21.00 2,62 16 1016 17.40 23b50 3.71 18 1018 19.50 25.00 3.78 20 - 1020 21,60 27.50 3.68 24 1024 25.80 32.00 3.51 Installation Instructions ode tft�ns ebit>dsiejec�et, X - � b, � z;�, fix ,.... �,.�:� � 1. The Series 1000 E -Z Flange a designed for pining plain end ductile iron 3. Position the pipe end square against the adjacent flange. Slide the gasket 5. Tighten the flange bolts evenly to the proper range of torque. " Pipe, conforming to ANSI/AWWA C151/A2L51(class 5056 thickness) to and E -Z Flange toward the adjacent flange. (45-60 ft-lbs for 3' and 4', 75-90 ftabs for 5 through 17,100120 standard AWWA C110 (class 150 dimensions) flanges 4. Install and hand tighten the flange bolts keeping an equal gap around the ft4bs for the 14' through 24') 2. The pipe ends must be cut smooth and square. (The E -Z Flange adapter flange. should not be used on beveled end of the pipe)- All surfaces must be cleaned. Back the set screws out of the flange to dear the pipe and slide onto the pipe. Install the E-Z Flange gasket on the pipe with the bevel of the EBAA IRON Sales Inc. gasket facing the E -Z Flange. 6. Tighten the set screws in a dockwise direction until all are in firm P.O. Box 857, Eastland, TX 76448 contact with the pipe surface. After all set screws are in firm Tel: (254) 629 -1731 contact with the pipe, continue tightening i0 an altemating manner Fax: (254) 629 -8931 until all are tightened to the proper range of torque. &sz,g ( 45ft- Ibs tor 3 '- 6' and 70ft- lbs for 8' through 24') (800) 433 -1716 within US and Canada contact @ebaa.com www.ebaa.com . Fire Department Con nection, ' wT Y k fi 42 90 Degree Pattern { Description Installation Specs The 90 Degree Fire Depart- Installation of the Fire Depart- Size: ment Connection is Under- ment Connection is achieved 4" IPS Inlet writers' Laboratories listed with readily available job site (2) 2 1/2" Swivel and Factory Mutual Ap- tools. Prior to installation Outlets proved. Manufactured from make sure the proper identifi- Type: solid brass components to cation sign has been installed 90 DegreePattern increase service life. The on the nipple. Coat male single clapper design fea- threads of 4" IPS nipple Material: tures brass clapper and liberally with a suitable pipe Brass brass seats within a cast thread sealant such as brass body. The 2 1/2" swiv- Pipefit0. Tighten FDC one Swivels: els are pin lug design for full turn past hand tight. Make 2 1/2" NST ease of use and compatibility sure FDC is aligned accord- BCT with local fire service districts. ing to requirements. ONT Swivel gaskets are included. QST DO NOT OVER TIGHTEN. PHX OVERTIGHTENING MAY TEM CAUSE SEVERE CLV STRETCHING AND POS- SIBLE CRACKING OF THE Approvals: OF THE FDC BODY. UL Listed 300psi FM Approved 300psi For questions: 1 800 344 -1822 1 800 344 -3775 fax http: / /www.fppi.com info @fppi.com ©1995 -2006 Fire Protection Products, Inc. • y3 ' ....<... FDC Breakable Caps Metal 44 4 Description The Metal Breakable Caps for Fire department Connections are cast aluminum. Each set includes two caps and 4 eyelets ecifications with nuts for 2 1/2" swivels. The caps have been molded with "scored" tabs for easy removal with a hydrant wrench or other .Material: similar tool. Metal Breakable caps provide protection against Cast aluminum the introduction of foreign material into the swivels but allow for quick access when a hose connection is necessary. ate 2.1/2' NSt Installation ' Type: Remove the caps from their the eyelet over the pin lug. Pin packaging. Hold the break- Once the eyelet is in place, able cap to the opening of carefully thread the included Included per set: (2) caps swivel. Align the breakable 1/4 -20 finished hexnut on to (4);eyelets tangs with the pin Tugs on the threaded end of the eyelet ( finished hexnuts the swivel. Once aligned, until snug. Caution: Do not insert the threaded end of overtighten. The tabs of the Available in: sets only one eyelet through the hole in break caps are designed to the t o f the cap then slide break with minimal force. . :-.::".-::::;"":-:;;;;: ' ' ''' .5-'''3 Fire Protection Products, I nc 6241 Yarrow Dr., Suite A, Carlsba CAI 92011 -1541 2:;1995 - 2007 Fire Protection Products, Inc (FPP ,,,, . For questions: 1 800 344 -1822 - 1 800 344 -3 775 fax • www.fpp � t a � g � ' Sx �" Io 3 - Y 3 a :� �" Fes =S � s d r { Pip Catalog • Nome �t is (w,i ‘,.,,e ) MCWANE, INC. RANSOM INDUSTRIES, INC. PIPE ECONOMY 2003 PA COMPLETE CATALOG AND REFERENCE BOOK FOR ENGINEERS, BUYERS AND USERS OF PIPE, FITTINGS, VALVES AND FIRE HYDRANTS PUBLISHED BY This catalogue is provided by McWane, Inc. and Ran- McWane, Inc. som Industries, Inc. as a service to their customers. Post Office Box 43327 While we make every effort to generate an accurate Birmingham, AL 35243 and complete catalogue, we do not warrant or guaran- (205) 414 -3100 tee that the information is accurate or complete, and expressly disclaim all liability In the event it is not. Cus- 8( tomers should take all steps necessary to confirm the Ransom Industries, Inc. dimensions, specifications, and suitability of the prod- ucts by independent means, and should not rely upon Post Office Box 10686 the information in the catalogue absent independent Birmingham, AL 35202 verification. (205) 583 -3281 Copyright 2003 by McWane, Inc. & Ransom Industries, Inc. $10.00 DUCTILE IRON PIPE PIPE ECONOMY • MECHANICAL JOINT DUCTILE IRON PIPE Dimensions and Weights for Special Classes ** - ...„,„:. ,,,,,,,,,,,,..., m■11111�1� \�lill\l�■ t /�i , , ' // r ' / T i B A WALL THICKNESS DIMENSIONS-INCHES APPROXIMATE WEIGHT - POUNDS NOMINAL 18 FT LAYING 20 FT LAYING INSIDE ANSI T A B BELL PIPE LENGTH LENGTH DIAMETER THICK. IN GLAND PIPE METAL BARREL INCHES CLASS INCHES O.D. 0.D. ONLY PER FT. PER PER PER PER LENGTH FOOT LENGTH FOOT 3 51 .25 7.69 3.96 9 8.9 170 9.4 185 9.3 52 .28 7.69 3.96 9 9.9 185 10.4 205 10.3 53 .31 7.69 3.96 9 10.9 205 11,4 225 11.3 54 .34 7.69 3.96 9 11.8 220 12.3 245 12.2 55 .37 7.69 3`.96 9 12.8 240 ? 13.3 265 13.2 56 .40 7.69 3.96 9 13.7 255 14.2 285 14.2 4 51 .26 9.12 4.80 13 11.3 215 12.0 + 240 `` 12.0 52 .29 9.12 4.80 13 12.6 240 13.3 265 13.2 53 .32 9.12 4.80 13 13.8 ' 260 14.5 290 ! 14.4 54 .35 9.12 4.80 13 15.0 285 15.7 315 15.7 55 .38 9.12 4.80 13 16.1 305 16.9 335 i. 16.8 56 .41 9.12 4.80 13 17.3 325 18.0 360 18.0 6 50 .25 11.12 6.90 18 16.0 305 17.0 340 16.9 51 .28 11.12 6.90 18 17.8 340 18.8 375 18.7 52 .31 11,12 6.90 18 19.6 370 20.6 410 20,5 53 .34 11.12 6.90 18 21.4 405 22.4 445 22.3 54 .37 11.12 6.90 18 23.2 435 24,2 480 - 24.1 55 .40 11.12 6.90 18 25.0 470 26.0 520 25.9 56 .43 11.12 6.90 18 26.7 500 ; 27.7 550 27.6 8 50 .27 13.37 9.05 24 22.8 435 24.1 480 24.0 51 .30 13.37 • 9.05 24 25.2 480 26.6 530 26.4 52 .33 13.37 9.05 24 27.7 525 29.1 580 28.9 53 .36 13.37 9.05 24 30.1 565 31.4 625 31.3 54 .39 13.37 9.05 24 32.5 610 " 33.8 675 33.7 55 .42 13.37 9.05 24 34.8 650 36.1 - 720 36,0 56 .45 13.37 9.05 24 37.2 695 38.5 770 38.4 10 50 .29 15.62 11.10 31 30.1 575 " 31.9 635 + 31.7 51 .32 15.62 11.10 31 33.2 630 34.9 695 34.8 52 .35 15.62 11.10 31 36.2 685 38.0 755 37.8 53 .38 15.62 11.10 31 39.2 735 40.9 815 40.8 54 .41 15.62 11.10 31 42.1 790 43.8 875 43.7 55 .44 15.62 11.10 31 45.1 845 46.9 935 46.7 56 .47 15.62 11.10 31 48.0 895 49.7 990 49.6 12 50 .31 17.88 13.20 37 38.4 730 40.5 805 40.2 51 .34 17.88 13.20 37 42.0 795 ' 44.1 875 43.8 52 .37 17.88 13.20 37 45.6 860 47.7 950 47.4 53 .40 17.88 13.20 37 49.2 925 - 51.3 1020 51.0 54 .43 17.88 13.20 37 52.8 985 54.8 1095 54.7 55 .46 '" 17.88 13.20 37 56.3 1050 58.4 1165 58.2 56 .49 17.88 13.20 37 59.9 1115 62.0 1235 61.8 Depth of Bells: 3" thru 12" - 2.50 "; 14" thru 24" - 3.50" Nominal laying lengths: 3" & 4" - 20'- 0 "; 6" thru 12 " -18' or 20' -0 "; 14" thru 24 "- 18' -0 ". *Including bell. Calculated weight rounded off to nearest 5 pounds ** "Special Classes" shown above were designated "Standard Thickness Classes" in the previous editions of ANSUAWWA C15 1/A21.5 1. 12 PIPE TECHNICAL DATA �► `APPLICABLE STANDARDS COVERING MCWANE, INC. & RANSOM INDUSTRIES, INC. PIPE, FITTINGS, VALVES, HYDRANTS AND SPECIAL PRODUCTS The following standards are those in force at the time of publication of this catalog. McWane, Inc. and Ransom Industries, Inc. products are always produced to the requirements of the most current revisions of governing standards. DUCTILE IRON PIPE AND FITTINGS PRODUCT STANDARD DESIGNATION AND TITLE DUCTILE IRON PRESSURE ANSI /AWWA C150/A21.50: THICKNESS DESIGN OF PIPE - DESIGN" DUCTILE IRON PIPE. DUCTILE IRON PRESSURE ANSI /AWWA C151/A21.51: DUCTILE IRON PIPE, PIPE FOR WATER CENTRIFUGALLY CAST FOR WATER OR OTHER LIQUIDS. DUCTILE IRON ANSI /AWWA C115/A21.15: FLANGED FLANGED PIPE DUCTILE IRON PIPE WITH DUCTILE OR GRAY IRON THREADED FLANGES. DUCTILE IRON ASTM A716 STANDARD SPECIFICATION FOR CULVERT PIPE DUCTILE IRON CULVERT PIPE. DUCTILE IRON ASTM A746 STANDARD SPECIFICATION FOR SEWER PIPE DUCTILE IRON GRAVITY SEWER PIPE GRAY AND DUCTILE IRON AWWA C110/A21.10: GRAY -IRON FITTINGS FOR WATER AND DUCTILE IRON FITTINGS, (FULL BODY) 3 IN. THROUGH 48 IN., FOR WATER AND OTHER LIQUIDS. COMPACT DUCTILE ANSI /AWWA C153/A21.53; DUCTILE IRON , .! IRON FITTINGS COMPACT FITTINGS, 3' THROUGH 24" FOR WATER SERVICE. JOINTS FOR PIPE ANSI /AWWA C111/A21.11: RUBBER- GASKET AND FITTINGS JOINTS FOR DUCTILE IRON PRESSURE PIPE AND FITTINGS. CEMENT MORTAR ANSI /AWWA C104/A214: CEMENT- MORTAR LINING LINING FOR DUCTILE IRON PIPE AND FITTINGS FOR WATER. POLYETHYLENE ANSI /AWWA C105/A21.5: POLYETHYLENE ENCASEMENT FOR ENCASEMENT DUCTILE IRON PIPE SYSTEMS. INSTALLATION AND ANSI /AWWA C600: INSTALLATION OF DUCTILE IRON TESTING WATER MAINS AND THEIR APPURTENANCES. VALVES AND HYDRANTS PRODUCT STANDARD DESIGNATION AND TITLE AWWA • GATE VALVES AWWA C500: 3 "' THROUGH 48" GATE VALVES DRY - BARREL FIRE HYDRANTS AWWA C502: DRY - BARREL FIRE HYDRANTS. WET- BARREL FIRE HYDRANTS AWWA 0503: WET- BARREL FIRE HYDRANTS BUTTERFLY VALVES AWWA C504: RUBBER SEATED BUTTERFLY VALVES SWING CHECK VALVES AWWA C508: SWING CHECK VALVES FOR ORDINARY WATERWORKS SERVICE CLOW R/W, KENNEDY KEN -SEAL AND AWWA C509: M & H RSGV GATE VALVES RESILIENT SEATED GATE VALVES -3" THROUGH 12" LINING FOR VALVES AND HYDRANTS AWWA C550: PROTECTIVE INTERIOR COATINGS FOR VALVES AND HYDRANTS CLOW SILENT CHECK VALVES ANSI FCI - 74: SPRING LOADED LIFT DISC CHECK VALVES 231 TECHNICAL DATA PIPE ECONOMY • DUCTILE IRON PIPE DEFLECTION DATA USEFUL TABLES immie x The tables below provide data for determining the amount of deflection permitted in varying distances for a given pipe line. TABLE I Push -On Joint Pipe Deflection In Inches PIPE SIZE - INCHES 3 4 6 8 10 12 14 16 18 20 24 30 36 Y- MAXIMUM DEFLECTION- DEGREES 5° 5° 5 °i 5° 5 °' 5° 3° 3° 3° 3° 3° 3° 3° X- DEFLECTION IN INCHES -18 FT. LENGTH 21 * 21 * 19 19 19 19 11 11 11 11 11 11 11 * 20 ft. lengths APPROXIMATE RADIUS IN FEET OF CURVE PRODUCED BY SUCCESSION OF JOINTS 18 FEET LENGTH 230* 230* 205 205 205 205 340 340 340 340; 340 340 340 4" 6" 8" 10" 12" 14" 16" 18" 20" 24" 30" 36" * 20 ft. lengths TABLE II Maximum Deflection of Ductile Iron Pipe ** TYPE OF PIPE SIZE-INCHES PIPE JOINT 3 4 6 8 10 12 14 16 18 20 24 30 36 PUSH -ON 5 5° 5 ° 5° 5° 5° 3° 3° 3° 3° 3° 3° 3° MECHANICAL JOINT 8 ° -18' 8 ° -18' 7 -7' 5 ° -21' 5 ° -21' 5 ° -21' 3 3 -35' 3 ° -0' 3 °-0' 2 ° -23' RESTRAINED JOINT q° 4° 4° 40 3° 3° 3° 3° 3° 2° 2° RIVER CROSSING ... 15 15 15 15 15° 15° 15° 15° 15° 15° 15° * *Sound engineering dictates that to accommodate unknown field conditions, the "design" deflec- tion of any joint be limited to 80 percent of the maximum value shown in the table above. TABLE III The Deflection of Pipe in Feet for Different Angles of Deflection and Number of Lengths of Pipe TOTAL LENGTH NUMBER OF DEGREES OF DEFLECTION PER JOINT OF PIPE LENGTHS IN FEET OF PIPE 1 2° 3° 4° 5° 6° 12° 15° 18 1 .31 .63 .94! 1.26 1.57 1.88 3.74 - 4.66 36 2 .94 1.88 2.82 3.76 4.69 5.62 11.06 13.66 54 3 1.88 3.77 5.64 7.50 9.35 11.19 21.64 26.39 72 4 3.14 6.27 9.38 12.47 15.51 18.51 35.02 41.96 90 5 4.71 9.40 14.04 18.62 23.12 27.51 50.61 59.36 108 6 6.59 13.14 19.60 25.94 32.12 38.09 67.73 ... 126 7 8.79 ! 17.49 26.05 34.39 42.44 50.13 85.63 144 8 11.29 22.45 33.37 43.93 54.01 63.51 ... 162 9 14.11 28.02 41.54 54.51 66.74 78.07 180 10 17.23 34.17 50.54 66.08 80.53 93.66 ... APPROX. RADIUS IN FEET OF CURVE PRODUCED 1034 514 343 258 206 172 86 68 BY A SUCCESSION OF JOINTS APPROX. NUMBER OF 18 FOOT LENGTHS OF PIPE REQUIRED TO 90 45 30 23 18 15 8 6 MAKE A 90 DEGREE BEND 232 PIPE TECHNICAL DATA •►•II TABLE 51.3 RATED WORKING PRESSURE AND MAXIMUM DEPTH OF COVER* LAYING CONDITION SIZE IN. PRESSUREt NOMINAL TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 CLASS PSI THICKNESS IN. TRENCH TRENCH TRENCH TRENCH TRENCH MAXIMUM DEPTH OF COVER IN FT. ++ 3 350 0.25 78 88 99 ' 100§ 100§ 4 350 0.25 53 61 69 85 100§ 6 350 0.25 26 31 37 47 65 8 350 0.25 16 20 25 34 50 10 350 0.26 11** 15 19 28 45 12 350 0.28 10" 15 19 28 44 14 250 0.28 tt 11 ". 15 23 36 300 0.30 t 13 17 26 42 350 0.31 tt 14 19 27 44 16 250 0.30 tt 11` 15 24 34 300 0.32 tt 13 17 26 39 350 0.34 tt 15 20 28 44 18 250 0.31 tt 10 ** 14 22 31 300 0.34 tt 13 17 26 36 350 0.36 tt 15 19 ! 28. 41 20 250 0.33 tt 10 14 22 30 300 0.36 tt 13 17 26 35 350 0.38 tt 15 19 28 38 24 200 0.33 tt 8" 12 17 25 250 0.37 tt 11 15 20 29 300 0.40 tt 13 17 ' 24 ! 32 350 0.43 tt 15 19 28 37 30 150 0.34 tt 9 14 22 200 0.38 tt 8 * " 12 16 24 250 0.42 tt 11 15', 19 27 300 0.45 tt 12 16 21 29 350 0.49 tt 15 19 25 33 36 150 0.38 tt - 9 14 21 200 0.42 tt 8 ** 12 15 23 250 0.47 tt 10 14 18 25 300 0,51 tt 12 16 ' 20 28 350 0.56 tt 15 19 24 32 *To convert inches to millimeters, multiply by 25.4; to convert feet to meters, multiply by 0.3048; to convert pounds per square inch to kilopascals, multiply by 6.895. tDuctile -iron pipe is adequate for the rated working pressure indicated for each nominal size plus a surge allowance of 100 psi (689 kPa). Calculations are based on a 2.0 safety factor times the sum of working pressure and 100 psi (689 kPa) surge allowance. (See ANSUAWWA C150/ A21.50 for design formulae.) Ductile -iron pipe for working pressures higher than 350 psi (2413 kPa) is available. + +An allowance for a single H -20 truck with 1.5 impact factor is included for all depths of cover. §Calculated maximum depth of cover exceeds 100 ft. (30.5 m). * *Minimum allowable depth of cover is 3 ft. (0.9 m). ttFor pipe 14 in. (350 mm) and larger, consideration should be given to the use of laying con- ditions other than Type 1. 233 ' • TECHNICAL DATA PIPE ECONOMY SPECIAL THICKNESS CLASS SELECTION TABLE FOR DUCTILE IRON PIPE RELATED TO WORKING PRESSURE, LAYING CONDITIONS AND DEPTH OF COVER To find the thickness class required to meet a specific condition: 1. Select one of the five standard laying conditions shown on page 14. 2. From the tables below for your pipe size and laying condition selected in step 1, find the low- est thickness class that has a maximum depth of cover equal to or greater than required for your application. 3. Similarly find the lowest thickness class that has a rated working pressure equal to or greater than required for your application. 4. The larger of the two thickness classes determined in steps 3 and 4 is the thickness class that should be used for specifying and ordering ductile iron pipe for your application. ANSI NOMINAL RATED MAXIMUM DEPTH OF COVER IN FEETI PIPE WATER SIZE THICK. THICK. WORKING LAYING LAYING LAYING LAYING LAYING C ORKING LASS IN INCHES PRESSURE PSIt CONDITION CONDITION CONDITION CONDITION CONDITION TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 3 51 .25 350 98 100* 100* 100* 100* 52 .28 350 100* 100* 100* 100* 100 53 .31 350 100* 100* 100* 100* 100* 54 .34 350 100* 100* 100* 100* 100* 55 .37 350 100* 100* 100* 100* 100* 56 .40 350 100* 100* 100* 100* 100 4 51 .26 350 76 86 96 100* 100* 52 .29 350 100* 100* 100* 100 100 * 53 .32 350 100* 100* 100* 100* 100* .35 350 100* 100* 100* 100* 100* 55 .38 350 100* 100* 100* 100* 100* 56 .41 350 100 100* 100* 100* 100* 6 50 .25 350 32 38 44 56 75 51 .28 350 49 57 64 80 100* 52 .31! 350 67 77 86 100* 100* 53 .34 350 91 100* 100* 100* 100* 54 .37 350 100* 100* 100* 100* 100* 55 .40 350 100* 100* 100* 100* 100* 56 .43 350 100* 100* 100* 100* 100* 8 50 .27 350 25 30 36 46 64 51 .30! 350 36 42 49 61 81 52 .33 350 47 54 62 77 99 53 .36 350 64 73 82 100* 100* 54 .39 350 80 91 100* 100* 100 55 .42 350 98. 100* 100* 100* 100* 56 .45 350 100 100* 100* 100* 100* 10 50 .29 350 19 24 29 38 55 51 .32 350 27 32 38 49 66 52 .35 350 35 41 47 59 79 53 .38 350 45 52 59 74 95 54 .41 350 57 65 74 91 100* 55 .44 350 67 77 86 100* 100 56 .47 350 81 92 100* 100* 100* 12 50 .31 350 17 22 27 36 52 51 .34 350 23 28 33 43 60 52 .37 350 30 35 41 53 71 53 .40 350 36 42 49 61 81 54 .43 350 45 52 59 74 95 55 .46 350 54 62 71 87 100* 56 .49 350 64 73 83 100* 100* continued on next page 234 • WAYNE Automatic Fire Sprinklers, Inc. Wayne Automatic Fire Sprinklers Inc. utilizes Steel Slip on Weld Flanges for connecting steel pipe to flanged products. Weld Flanges used are manufactured in accordance with ASME /ANSI B16.5. Flanges are Class 150 (285 PSI working water pressure @ 100 degrees Fh). Per Nfpa 13 2002 edition 6.5.2.5 or Nfpa 13 2007 edition 6.5.2.3.1, Welded fittings used to join pipe shall be listed fabricated fittings or manufactured in accordance with Table 6.4.1. Per Table 6.4.1, Steel Pipe Flanges used by Wayne Automatic Fire Sprinklers Inc. will be in accordance with ASME B16.5. Steel Pipe Flanges utilized by Wayne Automatic Fire will not be listed. Flanges provided will be import material and may be imported from any one of the following manufacturers /distributors: Tyco Fire Universal Southern Baypoint Napac Uma Shanker Khandelwal & Co. - * - er.' -- - 1 , -- 1.. . , „.... - -,4,,, ,w, ,.....a. I . ., 4,,,,, ,4„,,,,, Corporate Office: 222 Capitol Court • Ocoee, Florida 34761 -3033 • (407) 656 -3030 • Fax (407) 656 -8026 Regional Offices: Jacksonville • Fort Myers • Pompano Beach • Tampa • Concord, NC • FLANGED FITTINGS S TAR ® PIPE PRODUCTS U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 Ductile iron per ASTM A536. Pressure rated for 250 psi. Gray iron per ASTM Al26. Pressure rated for 175 psi. Dimensions in accordance with ANSI /AWWA C110/A21, 10 and ANSI 816.1. Drilling in accordance with ANSI 816.1 Class 125/150 flanges. FLANGE DETAILS SIZE FLANGE BOLT FLANGE BOLT NUMBER BOLTS (IN.) DIAMETER CIRCLE THICKNESS HOLE OF SIZE �� t ,`"h, OD BC T (MIN.) DIA BOLT } , [, Li,"4".g:, i 3 7.50 6.00 0.75 0.75 4 0.62x2.50 g j 4 9.00 7.50 0.94 0.75 8 0.62x3.00; 6 11.00 9.50 1.00 0.88 8 0.75x3.50 8 13.50 11.75 1.12 0.88 8 0.75x3.50 0 C 10 16.00 14.25 1.19 1.00 12 0.88x4.00 12 19.00 17.00 1.25 1.00 12 0.88x4.00 f FBD90 FLANGED 90° ELBOW FBD45 FLANGED 45° ELBOW NOMINAL CENTER WALL WEGHT NOMINAL CENTER WALL WEIGHT PIPE TO FACE THICKNESS LBS. PIPE TO FACE THICKNESS LBS. SIZE(IN.) A G(MIN.) SIZE(IN.) A G(MIN.) 3 5.50 0.48 24 3 3.02 0.48 20 4 6.50 0.52 40 4 4.06 0.52 35 6 8.00 0.55 66 6 5.00 0.55 57 8 9.00 0.60 105 8 5.50 0.60 92 10 11.00 0.68 170 10 6.50 0.68 143 12 12.00 0.75 250 12 7.50 0.75 215 F FBD22 FLANGED 22 112° ELBOW FBD11 FLANGED 11 114° ELBOW NOMINAL CENTER WALL WEIGHT NOMINAL CENTER WALL WEIGHT PIPE TO FACE THICKNESS LBS. PIPE TO FACE THICKNESS L EIS. SIZE(IN.) A G(MIN.) SIZE(IN.) A G(MIN.) 3 3.00 0.48 20 3 3.00 0.48 20 4 4.00 0.52 35 4 4.00 0.52 35 6 5.00 0.55 55 6 5.00 0.55 55 8 5.50 0.60 90 8 5.50 0.60 90 10 6.50 0.68 140 10 6.50 0.68 140 12 7.50 0.75 215 12 7.50 0.75 214 Page 23 • FLANGED FITTINGS STAR ®PIPEPRODUCTS U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 i "fit --;- -- ,s 5 Y :$ sve "SIZE FBRD90 FLANGED REDUCING 90° ELBOW FBLRD90 FLANGED LONG RADIUS 90° EL NOMINAL CENTER 1st WALL 2nd WALL WEIGHT NOMINAL CENTER WALL WEIGHT PIPE TO FACE THICKNESS THICKNESS LBS. PIPE TO FACE THICKNESS LBS. SIZE(IN.) A G1 (MIN.) G2(MIN.) SIZE(IN.) A G(MIN.) 4X3 6.50 0.52 0.48 35 3 7.75 0.48 30 6X3 8.00 0.55 0.48 59 4 9.00 0.52 55 6X4 8.00 0.55 0.52 63 6 11.50 0.55 85 8X4 9.00 0.60 0.52 88 8 14.00 0.60 145 8X6 9.00 0.60 0.55 101 10 16.50 0.68 210 10X6 11.00 0.68 0.55 146 12 19.00 0.75 325 10X8 11.00 0.68 0.60 170 12X6 12.00 0.75 0.55 209 12X8 12.00 0.75 0.60 234 12X10 12.00 0.75 0.68 241 _ 1 �°: FTD FLANGED REDUCING TEE . ,, NOMINAL CENTER 1st WALL 2nd WALL WEIGHT „ PIPE TO FACE THICKNESS THICKNESS LEIS. r SIZE(IN.) A G1 (MIN.) G2(MIN.) - •;�•f. - 4X3 6.50 0.52 0.48 55 6X3 8.00 0.55 0.48 86 FTD FLANGED STRAIGHT TEE 6X4 8.00 0.55 0.52 93 NOMINAL CENTER WALL WEIGHT 8X4 9.00 0.60 0.52 139 PIPE TO FACE THICKNESS LBS. 8X6 9.00 0.60 0.55 146 SIZE(IN.) A G (MIN.) 10X4 11.00 0.68 0.52 218 3 5.50 0.48 37 10X6 11.00 0.68 0.55 227 4 6.50 0.52 63 10X8 11.00 0.68 0.60 238 6 8.00 0.55 100 12X4 12.00 0.75 0.52 313 8 9.00 0.60 160 12X6 12.00 0.75 0.55 326 10 11.00 0.68 255 12X8 12.00 0.75 0.60 342 12 12.00 0.75 385 12X10 12.00 0.75 0.68 362 Page 24 FLANGED FITTINGS STAR®PIPE PRODUCTS t. UL 4 LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 FRD FLANGED CONCENTRIC REDUCER FERD FLANGED ECCENTRIC REDUCER NOMINAL FACE 1st WALL 2nd WALL WEIGHT NOMINAL FACE 1s t WALL 2nd WALL WEIGHT PIPE TO FACE THICKNESS THICKNESS LBS. PIPE TO FACE THICKNESS THICKNESS LBS. SIZE(IN.) A G1 (MIN.) G2 (MIN.) SIZE(IN.) A G1 (MIN.) G2 (MIN.) 4X3 7.00 0.52 0.48 29 4X3 7.00 0.52 0.48 26 6X3 9.00 0.55 0.48 42 6X3 9.00 0.55 0.48 44 6X4 9.00 0.55 0.52 48 6X4 9.00 0.55 0.52 46 8X4 11.00 0.60 0.52 70 8X4 11.00 0.60 0.52 70 8X6 _ 11.00 0.60 0.55 80 8X6 11.00 0.60 0.55 75 10X6 12.00 0.68 0.55 104 10X6 12.00 0.68 0.55 112 10X8 12.00 0.68 0.60 120 10X8 12.00 0.68 0.60 120 12X6 14.00 0.75 0.55 145 12X6 14.00 0.75 0.55 130 12X8 14.00 0.75 0.60 160 12X8 14.00 0.75 0.60 145 12X10 14.00 0.75 0.60 180 12X10 14.00 0.75 0.60 170 , ,:tra , ;:i.•:;"i ' T1414: iikral I ilit,- : TA:44ell 101Qt: '. 1 '''' $111 •.-^ FXD FLANGED CROSS FLBD BLIND FLANGE NOMINAL CENTER WALL WEIGHT NOMINAL DIAMETER BOLT WALL WEIGHT PIPE TO FACE THICKNESS LBS. PIPE OF PORT CIRCLE THICKNESS LBS. SIZE(IN.) A G (M IN.) SIZE(IN.) I BC G(MIN.) 3 5.50 0.48 47 3 3.00 6.00 0.75 9 4 6.50 0.52 77 4 4.00 7.50 0.94 16 6 8.00 0.55 125 6 6.00 9.50 1.00 25 8 9.00 0.60 200 8 8.00 11.75 1.12 42 10 11.00 0.68 280 10 10.00 14.25 1.19 63 12 12.00 0.75 430 12 12.00 17.00 1.25 85 Page 25 FLANGED FITTINGS STAR ®PIPEPRODUCTS 0 U L illt■ LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 x z 1 r4 z j f ( FBBD90 FLANGED BASE 90° ELBOW FBTD FLANGED BASE TEE NOMINAL CENTER HBGHT BASE BOLT WEIGHT NOMINAL CENTER HEIGHT BASE BOLT WBGHT PIPE TO FACE OF BASE DIA. CIRCLE LBS. PIPE TO FACE OF BASE DIA. CIRCLE LBS. SIZE (IN.) A B S BC SIZE (IN.) A B S BC 3 5.50 4.88 5.00 3.88 32 3 5.50 4.88 5.00 3.88 47 4 6.50 5.50 6.00 4.75 53 4 6.50 5.50 6.00 4.75 73 6 8.00 7.00 7.00 5.50 89 6 8.00 7.00 7.00 5.50 120 8 9.00 8.38 9.00 7.50 153 8 9.00 8.38 9.00 7.50 210 10 11.00 9.75 9.00 7.50 225 10 11.00 9.75 9.00 7.50 300 12 12.00 11.25 11.00 9.50 340 12 12.00 11.25 11.00 9.50 430 Flange accessory packs with 1/8" thick rubber (ASTM D2000 type a) gasket & hex bolts & nuts Nom. Size BOLTS QTY Weight b t % r 3 5/8 x 21/2 4 2 rh y ' 4 5 /8x3 8 3 6 3/4x31/2 8 5 . 8 3/4 x 31 /2 8 6 0 X�, 10 7/8x4 12 12, ' .r 12 7/8x4 12 13 k 440, 14 1x41/2 12 19' 16 1x4 1/2 16 25 „' 18 11/8x5 16 35 20 1 1/8x5 20 45 `.'.. 24 1 1/4x5 1/2 20 63 <,,.,=. . � 30 11/4x61/2 28 95 f f "' 36 1 1/2 x7 32 170 42 1 1/2 x 8 36 215 , 48 1 1/2x8 44 265 54 13/4x81/2 x8 44 390 , Page 26 FLANGED FITTINGS STAR® PIPE PRODUCTS U L LISTED LISTED APPROVED For fire protection services request submittal GRS 1.3 _Ar m t Series 200 adapter flange conveniently joins plain end steel or I e ductile iron pipe to flanged end equipment, valves or pipe. Elimi- nates threading, welding or grooving the pipe ends. Sizes 3 " -12" are UUULC listed. Size 3 " -10" are FM approved. SF200 STAR ADAPTER FLANGE ( 200 SERIES ) NOMINAL STEEL FLANGE END BOLT SET SCREWS RECOMMENDED WEIGHT PIPE PIPE DIAMETER TO END CIRCLE SET -SCREW TORQUE( LB.FT.) LBS. SIZE (IN.) O.D. OD A BC QTY SIZE SCH 20 SCH 30 SCH 40+ 3 3.50 7.50 2.00 6.00 2 1/2 X 1 1/4 - - 70 5 4 4.50 9.00 2.07 7.50 4 1/2 X 1 1/4 - - 70 7 6 6.63 11.00 2.19 9.50 8 1/2 X 1 1/4 - - 70 10 8 8.63 13.50 2.31 11.75 8 5/8 X1 1/2 50 50 90 15 10 10.75 16.00 2.50 14.25 12 5/8 X1 1/2 50 50 90 25 12 12.75 19.00 2.50 17.00 12 5/8 X1 1/2 50 60 90 33 Companion flanges are produced from ductile iron � ''' _�.. per ASTM A536. Drilling is in accordance with ANSI 816.1 Class 125/150. Threads are NPT per ANSI /ASME B1.20.1 3+ , 5 s 4_ lig FLDC COMPANION FLANGE NOMINAL STEEL FLANGE 'THICKNESS END HUB BOLT BOLT QTY BOLTS WEIGHT PIPE PIPE DIAMETER TO END DIA CIRCLE HOLE OF SIZE LBS SIZE(IN.) O.D. OD A B C BC DIA BOLTS 4 4.50 9.00 0.94 1.38 5.32 7.50 0.75 8 0.62X3.00 14 5 5.56 10.00 0.94 1.38 6.44 8.50 0.88 8 0.75X3.00 18 6 6.63 11.00 1.00 1.56 7.56 9.50 0.88 8 0.75X3.50 19 8 8.63 13.50 1.12 1.87 9.75 11.75 0.88 8 0.75X3.50 30 Page 27 • FLANGES STAR''PIPE PRODUCTS B.C. B -1-{ A -- Ii o a O O 1 --- ma 0 6 O.D.0 l I O O .i_ 44 o = HI HUB THREADED 125 LB. FLANGES FOR DUCTILE PIPE (CI AND DI) Nom. OD Flange Total Thread OD Hub Bolt Bolt Bolt dia. No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Hole dia. & length Bolt Size A B O.D. C B.C. Holes Wt 2 2.50 0.62 1.00 0.75 6.00 3.06 4.75 3/4 5/8 x2 1/4 4 4 3 3.96 0.75 1.25 0.94 7.50 4.25 6.00 3/4 5/8 x2 1/2 4 7 4 4.80 0.94 1.37 1.00 9.00 5.32 7.50 3/4 5/8 x 3 8 12 6 6.90 1.00 1.56 1.16 11.00 7.56 9.50 7/8 3/4 x 3 1/2 8 17 8 9.05 1.12 1.75 1.38 13.50 9.69 11.75 7/8 3/4x31/2 x3 8 26 10 11.10 1.19 2.00 1.50 16.00 12.00 14.25 1 7/8 x 4 12 37 12 13.20 1.25 2.19 1.75 19.00 14.06 17.00 1 7/8 x 4 12 55 14 15.30 1.38 2.50 1.87 21.00 16.25 18.75 1 1/8 1 x4 1/2 12 70 16 17.40 1.44 2.75 2.06 23.50 18.44 21.25 1 1/8 1 x4 1/2 16 80 18 19.50 1.56 3.00 2.25 25.00 20.53 22.75 11/4 11/8x5 16 85 20 21.60 1.69 3.25 2.44 27.50 22.63 25.00 1 1/4 1 1/8 x5 20 106 24 25.80 1.88 3.50 2.75 32.00 26.82 29.50 13/8 11/4x51/2 20 147 30 32.00 2.12 3.37 3.37 38.75 32.75 36.00 1 3/8 1 1 /4 x6 1/2 28 224 36 38.30 2.38 4.00 4.00 46.00 39.12 42.75 1 5/8 1 1/2 x 7 32 337 42 44.50 2.62 4.00 4.00 53.00 46.00 49.50 1 5/8 1 1 /2 x 7 1/2 36 495 48 50.80 2.75 4.12 4.12 59.50 52.25 56.00 1 5/8 1 1/2 x 8 44 622 54 57.56 3.00 4.38 4.38 66.25 58.75 62.75 2 1 3/4 x 8 1/2 44 711 - B.C. j - Al- 0 O O O 0 / 1 1 1 0.D. C -- I (ip O REDUCING 125 LB. FLANGES THREADED FOR DUCTILE PIPE (DI ONLY) Nom. OD Flange Total Thread OD Hub Bolt Bolt Bolt dia. No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Hole dia. & length Bolt Size Thread A B O.D. C B.C. Holes Wt 4 x 3 3.96 0.94 1.37 0.94 9.00 4.25 7.50 3/4 5/8 x3 8 16 6 x4 4.80 1.00 1.56 1.00 11.00 5.32 9.50 7/8 3/4x31/2 x3 8 25 8 x4 4.80 1.12 1.75 1.00 13.50 5.32 11.75 7/8 3/4x31/2 x3 8 40 8 x6 6.90 1.12 1.75 1.16 13.50 7.56 11.75 7/8 3/4x31/2 8 35 10 x 8 9.05 1.19 2.00 1.38 16.00 9.69 14.25 1 7/8 x 4 12 50 12 x8 9.05 1.25 2.19 1.38 19.00 9.69 17.00 1 7/8 x 4 12 85 Tel: (800) 999 -3009, (281) 558 -3000, Fax: (281) 558 -9000 Page 33 FLANGES ST.AR'P /PE PRODUCTS --- - B.C. j 1 I o O Y _- - I - O O THREADED 125 LB. FLANGES FOR STEEL PIPE (CI AND DI) Nom. OD Flange Total Thread OD Hub Bolt Bolt Bolt dia. No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Hole dia. & length Bolt Size A B O.D. C B.C. Holes Wt 2 2.375 0.62 1.00 0.96 6.00 3.06 4.75 3/4 5/8 x 2 1/2 4 6 2.5 2.875 0.69 1.12 1.06 7.00 3.56 5.50 3/4 5/8x21/2 x2 4 7 3 3.500 0.75 1.19 1.12 7.50 4.25 6.00 3/4 5/8 x2 1/2 4 8 4 4.500 0.94 1.31 1.25 9.00 5.32 7.50 3/4 5/8 x 3 8 12 6 6.625 1.00 1.56 1.50 11.00 7.56 9.50 7/8 3/4 x 3 1/2 8 17 8 8.625 1.12 1.75 1.69 13.50 9.69 11.75 7/8 3/4 x 3 1/2 8 24 10 10.750 1.19 1.94 1.88 16.00 11.94 14.25 1 7/8 x4 12 36 12 12.750 1.25 2.19 2.12 19.00 14.06 17.00 1 7/8 x4 12 55 B.C. B ---I A -- - Q a O O I C. ..., \\....... .. .1. A o.D. C ON O 0 0 ga REDUCING 125 LB. FLANGES THREAD FOR STEEL PIPE (DI ONLY) Nom. OD Flange Total Thread OD Hub Bolt Bolt Bolt dia. No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Hole dia. & length Bolt Size Thread A B O.D. C B.C. Holes Wt 4 x3 3.500 0.94 1.31 1.12 9.00 4.25 7.50 3/4 5/8 x 3 8 16 6 x 4 4.500 1.00 1.56 1.25 11.00 5.32 9.50 7/8 3/4x31/2 8 24 8 x 4 4.500 1.12 1.75 1.25 13.50 5.32 11.75 7/8 3/4x31/2 8 44 8x6 6.625 1.12 1.75 1.50 13.50 7.56 11.75 7/8 3/4x3 1/2 8 31 10 x6 6.625 1.19 1.94 1.50 16.00 7.56 14.25 1 7/8 x4 12 50 10x8 8.625 1.19 1.94 1.69 16.00 9.69 14.25 1 7/8x4 12 55 12 x6 6.625 1.25 2.19 1.50 19.00 7.56 17.00 1 7/8 x4 12 60 12 x 8 8.625 1.25 2.19 1.69 19.00 9.69 17.00 1 7/8 x4 12 72 Page 34 Tel: (800) 999 -3009, (281) 558 -3000, Fax: (281) 558 -9000 FLANGES STAR""PIPE PRODUCTS - - B.C. --I B . , - 4- I -- 0 ! I__ II I 1/4 O THREADED 125 LB. FLANGES TAPPED FOR STUDS FOR DUCTILE PIPE (CI AND DI) Nom. OD Flange Total Thread OD Hub Bolt Bolt Hole No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Threads Bolt Size A B O.D. C B.C. (UNC -2A) Holes Wt 3 3.96 0.75 1.25 0.94 7.50 4.25 6.00 5/8 -11 4 7 4 4.80 0.94 1.37 1.00 9.00 5.32 7.50 5/8 - 11 8 12 6 6.90 1.00 1.56 1.16 11.00 7.56 9.50 3/4 - 10 8 17 8 9.05 1.12 1.75 1.38 13.50 9.69 11.75 3/4 - 10 8 26 10 11.10 1.19 2.00 1.50 16.00 12.00 14.25 7/8 - 9 12 37 12 13.20 1.25 2.19 1.75 19.00 14.06 17.00 7/8 - 9 12 55 14 15.30 1.38 2.50 1.87 21.00 16.25 18.75 1 - 8 12 70 16 17.40 1.44 2.75 2.06 23.50 18.44 21.25 1 - 8 16 80 18 19.50 1.56 3.00 2.25 25.00 20.53 22.75 1 1/8 - 7 16 85 20 21.60 1.69 3.25 2.44 27.50 22.63 25.00 1 1/8 - 7 20 106 24 25.80 1.88 3.50 2.75 32.00 26.82 29.50 1 1/4 - 7 20 147 30 32.00 2.12 3.37 3.37 38.75 32.75 36.00 1 1/4 - 7 28 224 36 38.30 2.38 4.00 4.00 46.00 39.12 42.75 1 1/2 - 6 32 337 42 44.50 2.62 4.00 4.00 53.00 46.00 49.50 1 1/2 - 6 36 495 48 50.80 2.75 4.12 4.12 59.50 52.25 56.00 1 1/2 - 6 44 622 54 57.56 3.00 4.38 4.38 66.25 58.75 62.75 1 3/4 - 5 44 711 B.C. , B 1 A O _- O O T - �- it �� O.D. C . - O Jo L- 7r; O THREADED 250 LB. FLANGES FOR DUCTILE PIPE (CI AND DI) Nom. OD Range Total Thread OD Hub Bolt Bolt Bolt dia. No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Hole dia. & length Bolt Size A B O.D. C B.C. Holes Wt 3 3.96 1.12 1.56 1.19 8.25 4.62 6.62 7/8 3/4 x 3 1/2 8 10 4 4.80 1.25 1.75 1.31 10.00 5.75 7.88 7/8 3/4x4 8 19 6 6.90 1.44 1.94 1.56 12.50 8.12 10.62 7/8 3/4 x4 12 31 8 9.05 1.62 2.19 1.75 15.00 10.25 13.00 1 7/8 x4 1/2 12 47 10 11.10 1.88 2.38 1.94 17.50 12.62 15.25 1 1/8 1 x51/2 16 70 12 13.20 2.00 2.56 2.19 20.50 14.75 17.75 1 1/4 1 1/8x5 1/2 16 114 14 15.30 2.12 2.69 2.25 23.00 16.25 20.25 1 1 /4 1 1/8 x6 20 122 16 17.40 2.25 2.88 2.50 25.50 18.38 22.50 1 3/8 1 1/4x61/2 20 159 18 19.50 2.38 3.00 2.56 28.00 20.53 24.75 1 3/8 1 1 /4 x6 1/2 24 205 20 21.60 2.50 3.31 2.87 30.50 22.63 27.00 1 3/8 1 1/4x7 24 220 24 25.80 2.75 3.75 3.25 36.00 26.82 32.00 1 5/8 1 1 /2 x 7 1/2 24 342 Tel: (800) 999 -3009, (281) 558 -3000, Fax: (281) 558 -9000 Page 35 FLANGES .ST,4 R PRODUCTS f. - - -- - B.C. -- - - - -- B -- I Af ... • .1 O D. 1 1 1 O iiilill . DUCTILE IRON MJ THREADED BELL FOR DUCTILE PIPE Nom. OD Range Total Thread OD Hub Bolt Bolt Hole No. of Pipe Pipe Thk. Thk. Length Flange Dia. Circle Threads Bolt Size A B O.D. C B.C. (UNC -2A) Holes Wt 3 3.96 0.94 4.12 0.94 7.69 4.50 6.19 5/8 -11 4 11 4 4.80 1.00 4.25 1.00 9.12 5.32 7.50 3/4 - 10 4 15 6 6.90 1.06 4.43 1.16 11.12 7.56 9.50 3/4 - 10 6 22 8 9.05 1.12 4.75 1.38 13.37 9.73 11.75 3/4 - 10 6 35 10 11.10 1.19 4.87 1.50 15.69 12.06 14.00 3/4 - 10 8 46 12 13.20 1.25 5.12 1.75 17.94 14.16 16.25 3/4 - 10 8 55 14 15.30 1.31 6.50 1.87 20.31 16.25 18.75 3/4 - 10 10 94 16 17.40 1.38 6.75 2.06 22.56 18.44 21.00 3/4 - 10 12 118 18 19.50 1.44 7.00 2.25 24.83 20.53 23.25 3/4 - 10 12 125 20 21.60 1.50 7.25 2.44 27.08 22.63 25.50 3/4 - 10 14 150 24 25.80 1.62 7.50 2.75 31.58 26.82 30.00 3/4 - 10 16 235 30 32.00 1.81 9.13 3.37 39.12 32.75 36.88 1 - 8 20 375 36 38.30 2.00 9.75 4.00 46.00 39.12 43.75 1 -8 24 500 42 44.50 2.00 10.50 4.00 53.12 46.00 50.62 1 1/4 - 7 28 735 48 50.80 2.00 11.00 4.12 60.00 52.25 57.50 1 1/4 - 7 32 940 Fr B.C. O O 4-J O.D. -- O I O Q CI FILLER FLANGES Nom. OD Bolt Bolt No. of Weight Pipe Flange Circle Hole dia. Bolt For Length (L) Size O.D. B.C. Holes 3/4 1 11/2 2 3 4 9.00 7.50 3/4 8 9 12 19 25 39 6 11.00 9.50 7/8 8 12 16 23 33 50 8 13.50 11.75 7/8 8 16 22 37 44 70 10 16.00 14.25 1 12 23 30 43 60 88 12 19.00 17.00 1 12 27 42 64 78 129 Page 36 Tel: (800) 999 -3009, (281) 558 -3000, Fax: (281) 558 -9000 • FLANGES ST,4 RPIPE PRODUCTS • DUCTILE IRON ANCHOR FLANGES Nom. OD ID Pipe Thickness Flange Flange Size T O.D. A Weight 3 0.50 6.50 4.03 3 4 0.50 7.40 4.87 4 I T S 6 0.50 9.50 6.97 5 8 0.50 12.00 9.13 7 10 0.50 14.10 11.17 8 - 7 - 12 0.50 16.25 13.27 10 - 14 0.50 18.40 15.38 12 O.D. - _ - A 16 0.50 21.00 17.48 15 1 0 - 18 0.50 23.10 19.59 17 20 0.50 25.70 21.69 21 z 24 0.50 30.00 25.90 25 - 30 0.63 37.00 32.10 47 36 0.63 43.40 38.40 53 r, 42 1.00 50.00 44.62 104 V- 48 1.00 56.50 50.94 122 54 1.25 62.50 57.66 149 - FLANGE ACCESSORY PACKS WITH 1/16" OR 1/8" . -. THICK RUBBER (ASTM D2000 TYPE A) GASKET -- &,HEX BOLTS & NUTS Nom. Size BOLTS QTY Weight *� - 2' ` 3 5/8 x 2 1 /2 4 2 • s_ iiw 4 5/8x3 8 3 *4 6 3/4x3 1/2 8 5 8 3/4 x3 1/2 8 6 O O 10 7/8x4 12 12 # 12 7/8x4 12 13 0 0 • 14 1x4 1/2 12 19 16 1 x41/2 16 25 18 11/8x5 16 35 •. O j 20 1 1/8x5 20 45 24 1 1/4 x5 1/2 20 63 O 30 1 1/4x6 1/2 28 95 /.' 36 1 1/2 x7 32 170 f 42 11/2x8 36 215 S • 48 1 1/2 x8 44 265 *4 54 1 3/4x8 1/2 44 390 0 • Tel: (800) 999 -3009, (281) 558 -3000, Fax: (281) 558 -9000 Page 37 N 1BCQ www.nibco.com AHEAD O F THE FLOW Revised 5 /1O /2006 250 Ib. WWP Iron Body Check Valves Fire Protection Valve • UL listed FM Approved Double -Door • Wafer Style • Rubber Seat • Spring Actuated 200 PSI/13.8 Bar Non -Shock Cold Water General Service UL /ULC LISTED • FM APPROVED'` :r t � MATERIAL LIST � . ., , PART SPECIFICATION Cast Iron ASTM A 536, Grade 65 -45 -12 - 2" thru 12 ° a 1. Body 14" thru 16" ASTM 126, Blass B 2. Disc Bronze ASTM B 584 Alloy C83600 3. Torsion Spring Stainless Steel z 4. Hinge Pin - Stainless Steel KW -900 -W 5. Stop Pin Stainless Steel Wafer Style 6. Thrust Bearing Stainless Steel 2 - 12° 7. Hinge Pin Retainer Steel 8. Stop Pin Retainer Steel 9. Stabilization Sphere Buna -N 10. Spacer High Density Polyethylene f , t . __ _ t , ., , e - u - a / f C� : Y ' ` i r A sa ti- -° eYpa «amp t £>r+ E KW -900 -W t = • i x !; i.:! ' Y 1 Wafer y ; t 4 . t t gi f t . 1 ; 7 F. JiM1 Drawing tor sizes 2' thru 12" DIMENSIONS- WEIGHTS - QUANTITIES Dimensions Size A_ B C 0 E Weight In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. C/V Lbs. Kg. 2 65 2.38 60 6.00 152 .125 3 3.50 89 1.313 33 108 4.3 1.95 3 80 2.63 67 5.63 143 .188 5 3.875 98 1.688 43 178 6.1 2.77 4 100 2.63 67 7.75 197 .625 16 4.75 121 3.063 78 440 8.8 3.99 5 125 3.25 83 7.56 192 .813 21 5.50 140 3.625 92 560 13.0 5.90 '': 6 150 3.75 95 8.63 219 .813 21 6.25 159 4.250 108 840 18.0 8.16 8 200 5.00 127 12.25 311 1.000 25 8.00 203 5.500 140 1600 37.0 16.78 10 250 5.50 140 14.75 375 2.125 54 10.12 257 8.500 216 2700 65.0 29.48 12 300 7.13 181 17.38 441 1.938 49 12.00 305 9.250 235 4700 94.0 42.64 KW -900 -W 14 350 7.25 184 17.75 451 3.250 83 - - 13.000 330 5200 200.0 90.75 Wafer Style 16 400 7.50 191 20.25 514 4.500 114 - - 15.000 381 7200 285.0 129.28 14' - 16" Note: 14" and 16" sizes, 200 PSI WWP FM approved only - P.O.A. NOTE: Twin Disc Check Valves can be installed horizontally or in the vertical Features position with flow up. • Spring loaded for fast closure, eliminating reverse flow slam and water hammer. CAUTION: For horizontal flow applications, the valve must be installed with disc • Easily installed, with gasket, between standard class 125 flanges. hinge pin in the vertical position to insure proper operation. • Only one set of flange studs is needed, WARNING: • May be installed in both horizontal and vertical lines with upward flow. 1. These are not to be used as steam valves NOTE: 14" and 16' sizes, 150 PSI WWP, FM approved only - P.O.A. 2. Valves are not to be used near a reciprocating air compressor 3. Install 5 pipe diameters minimum downstream from pump discharge or elbows to avoid flow turbulence. Flow straighteners may be required in extreme cases. C US LISTED APPROVED NOTE: On ,urn d, pump discharge. the preferred check valves are in -line spring SIZES loaded, swing design with lever and weight or lever and spnn4. 4" - 12" only NIRCD INC. WORLD HEADQUA5'I _HS • '5':6 MIDDLEWJRY 51. • ELKHART. IN 46516 -4710 • USA • PH 1 800.234.022- FLCH SLRVICLS PH 1 cs. .416.42 2b • FAX 1 1:88 356 1226 • INFERNAFIv'NAL Oi FICE Ft '.5/1215 3327 • Fix: 1.5,1. 9.;.34'-.5 29 ..,ww nib( 0010 : A O UTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH UL and CSFM Listed. FM Approved, NYMEA Accepted, CE Marked g . x Dimensions: 6.19 "L X 2.25"W X 5.88 "H ' = 15.7cm L X 5.7cm W X 14,6cm H )i'01 TER Weight: 2 lbs. (0,9 kg -) £f Enclosure: Cover - Die -Cast ,, n .;1 Finish- Red Spatter Enamel Base - Die Cast Zinc �; All parts have corrosion resistant finishes. Cover Tamper: Tamper resistant screws, Optional cover tamper kit available. Contact Ratings: OSYSU-1: One set of SPDT (Form C) OSYSU Two sets of SPDT (Form C) r ;+ '` 15.00 Amps at 125/250VAC ( t 2.50 Amps at 30VDC resistive 1 Environmental Limitations: NENIA 4 and NEMA 6P Enclosure (IP67) when used it l l with appropriate watertight conduit fittings. 14 .'1 • Indoor or Outdoor usc (Not for usc in hazardous i ii locations. See bulletin no. 5400705 OSYS -ti -EX r ( for hazardous locations.) ' ` • Temperature Range: -40 °F to 140 °F (-40'C to 60 °C) Conduit Entrances: et 0 2 knockouts for 1 /2" conduit provided Service Use: Automatic Sprinkler NFPA -13 OSYSU-1 Stock No. 1010106 One or two family dwelling NFPA-13D OSYSU-2 Stock No. 1010206 Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 GENERAL INFORMATION OPTIONAL COVER TAMPER SWITCH The OSYSU is used to monitor the open position of an OS A field installable cover tamper switch is available as an option • & Y (outside screw and yoke) type gate valve. This device is which maybe used to indicate removal of the cover. See ordering available in two models; the OSYSU -1, containing one set of information on page4. SPDT (Form C) contacts and the OSYSL' -2, containing two sets of SPOT (Form C) contacts. These switches mount conveniently TESTING to most OS & Y vales ranging in size fiom 2" to 12" (SOmm The OSYSU and its associated protective monitoring system to 300mm). 'They will mount on some valves as small as 1 /2„ should be inspected and tested in accordance with applicable (12,5mm ), NFPA codes and standards and/or the authority havingjurisdiction (manufacturer recommends quarterly or more frequently). The cover is held in place by two tamper resistant screws that require a special tool to remove. The tool is furnished with each device and should be left with the building owner or responsible party. Replacernent or additional cover screws and hex keys are available. See ordering information on page 4. Potter Hearin Signal Company • 2 081 Craig Road. St. Louis. MO 63146 -4161 • Phone: 800- 325- 39 888 - 882 -1833 • w:uv.pottersignaLcotn PRINT IN t.SA MK I. P88 REV P PAGE I OF 4 12.01 OSISL-1 �. � OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection SUPERVISORY SWITCH FIG. 1 SMALL VALVE INSTALLATION - 1/2" THRU 2 1/2" (12,5mm THRU 63,5mnm) SIZES THESE SWITCHES MOUNT CONVENIENTLY TO MOST 2" TO 12" OS & Y VALVES. THEY WILL MOUNT ON SOME VALVES AS SMALL AS 112" (12,5MM). i -HOOKS MAY BE REQUIRED ON VALVES WITH LIMITED CLEARANCE. twor C Rims SLOTTED MOUNTING HOLES Iowa WEN MAY BE USED FOR FINE ADJUSTMENT OF SWITCH ON BRACKET CLAMP BAR BRACKET CARRIAGE BOLT 4.011 11111 1111111111111a •• % - O DWG. #979 -3 SMALL VALVE INSTALLATION 6. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered 1. Remove and discard "C" washer and roller from the trip rod, on the mark on the valve stern utilizing a 3/16" (4.Smnt) round, 2. With the valve in the FULL OPEN position, locate the OSYSU non- tapered file. Round and smooth the edges of the groove to across the valve yoke as far as possible from the valve gland, so prevent damage to the valve packing and to allow the trip rod to that the trip rod lays against the non - threaded portion of the valve move easily in and out of the groove as the valve is operated. stem. 7. Mount the OSYSU with the trip rod centered in groove. 3. Loosen the locking screw that holds the trip rod in place and 8. Final adjustment is made by loosening 2 screws (see Fig. 1) and adjust the rod length (see Fig. 4). When adjusted properly, the sliding the OSYSU on the bracket. Adjustment is correct when rod should extend past the valve screw, but not so far that it switches are not activated with the trip rod seated in the valve contacts the clamp bar. Tighten the locking screw to hold the trip stem groove and that the switches activate when the trip rod rod in place. moves out of the groove. NOTE: If trip rod length is excessive, loosen the locking screw 9. Tighten the adjustment screws and all mounting hardware. Check and remove the trip rod from the trip lever. Using pliers, break to insure that the rod moves out of the groove easily and that the offthe 1" (25mm) long notched section (see Fig. 5). Reinstall switches activate within one turn when the valve is operated from trip rod and repeat Step 3 procedure. the FULL OPEN towards the CLOSED position. 4. Mount the OSYSU loosely with the carriage bolts and clamp bar NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT supplied. On valves with limited clearance use J -hooks supplied THE STEM THREADS DO NOT ACTIVATE THE SWITCH. THE instead of the can•iage bolts and clamp bar to mount the OSYSU. SWITCH BEING ACTIVATED BY THE STEM THREADS COULD 5. Mark the valve stem at the center of the trip rod. RESULT IN A FALSE VALVE OPEN INDICATION. '"' X .t.a :puxx , e>i.8ett ^M ' S8 : *, eym' 4' oe..wl h• . &A'. %S »4C' fl < a%h,ae: yb, K /+,i.,. Y.Sd 3. �, s 3%52a .., f..d+9 .?.+5 ,e_ Mniw' ^YI: ;'!?Y e::wa; PRINTED IN USA MKT. ;8820004- REV P PAGE _ OF 4 12:0; p OSYST-1, -2 OUTSIDE SCREW AND YOKE VALVE The Symbol of Protection , SU P.ERti� ISORY S�� ITCH. FIG. 2 LARGE VALVE INSTALLATION - 3" THRU 12" (76mm THRU 300mm) SIZES 3" THRU 12" (76mm THRU 300mm) VALVES BRACKET USE CARRIAGE BOLTS. BOLTS MOUNT ON INSIDE OF YOKE, IF THERE CLAMP BAR IS SUFFICIENT CLEARANCE. CARRIAGE BOLTS SLOTTED MOUNTING (2 REQUIRED) HOLES. MAY BE USED ROLLER FOR FINE ADJUSTMENT GROOVE OF SWITCH ON BRACKET. in...44 I 7 , kil •• ' I`` YOKE ,.. 0 • r .„ i 4 0-lb r fi VALVE STEM TRIP ROD DWG. #979 -4 GLAND LARGE VALVE INSTALLATION 1. With the valve in the FULL OPEN position, locate the OSYSU non- tapered file. Round and smooth the edges of the groove to across the valve yoke as far as possible from the valve gland, so prevent damage to the valve packing and to allow the trip rod to that the trip rod lays against the non - threaded portion of the valve move easily in and out of the groove as the valve is operated. stem. 6. Mount the OSYSU loosely with the trip rod centered in groove. 2. Mount the OSYSU loosely with the carriage bolts and clamp bar supplied. 7. Final adjustment is made by loosening 2 screws (see Fig. 2) and sliding the OSYSU on the bracket. Adjustment is correct when 3. Loosen the locking screw that holds the trip rod in place and switches are not activated with the trip rod seated in the valve adjust the rod length (see Fig. 4). When adjusted properly, the stem groove and that the switches activate within one turn when rod should extend past the valve screw, but not so far that it the valve is operated from the FULL OPEN towards the CLOSED contacts the clamp bar. Tighten the locking screw to hold the trip position. rod in place. 8. Tighten the adjustment screws and mounting hardware. Check NOTE: if trip rod length is excessive, loosen the locking screw to insure that the rod moves out of the groove easily and that the and remove the trip rod from the trip lever. Using pliers, break switches activate within one turn when the valve is operated from ofTthe one 1" (25rnnm) long notched section (see Fig. 5). Reinstall the FULL OPEN towards the CLOSED position. trip rod and repeat Step 3 procedure. NOTE: CLOSE THE VALVE FULLY TO DETERMINE THAT 4. Mark the valve stem at the center of the trip rod. THE STEM 'THREADS DO NOT ACTIVATE THE SWITCH. THE 5. Remove the OSYSU. File a 1/8" (3,2mm) deep groove centered SWITCH BEING ACTIVATED BY THE STEM THREADS COULD on the mark of the valve stem utilising a 3/8" (9,5mrn) round. RESULT IN A FALSE VALVE OPEN INDICATION. PRINTED IN I f,S',4 MKT. 4882000-1 004 - REV P PAGE 3 OF 4 12%01 . - -2 P, �� OUTSIDE SCREW AND YOKE VALVE The Symbol of Protect SUPERVISORY SWITCH s.r �;P' .. a. < 3SE3K+ -..i �',.� ..tx > ys -Y "Xr. 4YSS•,iRk., S`I?t� ..adwo ..:+ u.., a#; >s'-. td2..5 -x x F , �..•�E3m`i�., Tx-.+ FIG. 3 DIMENSIONS FIG. 4 PARTS ozl. l ____ �1 _ 2,y t,..• (D2 cn) —2.— 1 i I` ERE N.D Zi :- ,. e:1 GROUND SCREW 1 1 , 1 G1 ' ` ��, O � K ,6 %' T l1YKHO SCRFw NOGN OUTS 4 ' 0 E /Ja) rpm ELECTRICAL I CONNECTONS (x ) � `• � � TRIP ROO 0 l I ° I . 1� TR /0 L j j . 0\ I ,,,,,--- '— = N IICL TCO 9 XDD �u .ND eRUACICO „ 40 , I (WAG I SECTION RENwEO I ua ) �. • • 11 II ROO [RTENO[D I�t OW. /979-5 1 I V •r Or/G. /879-8 BREAKING EXCESSIVE ROD SWITCH TERMINAL TYPICAL ELECTRICAL CONNECTIONS LENGTH CONNECTIONS CLAMPING PLATE LOCAL CIRCUIT ♦ N.O. FIG. 5 TERMINAL CO N EN � INDICATING TO POWER FOR DEVICE INDICATING DEVICE )I iIJC° I � \`\ . �� TO SUPERVISORY CIRCUIT �\ OF CONTROL PANEL N.O. END OF °� LINE co W. N -C. �1 RESISTOR D WD- /923 -3 G " k — DWG. #979 -1 ot. tin CAUTION: An uninsulated section of a single conductor should Contacts shown in normal (valve open) condition. not be looped around the terminal and serve as two separate connections. The wire must be severed, thereby providing supervision of the connection TYPICAL SWITCH ACTION in the event that the wire becomes dislodged from under the terminal. OPEN VALVE POSITION CLOSED VALVE POSITION ORDERING INFORMATION COM. cou- N.O. sw #t sw p MODEL DESCRIPTION STOCK NO. �N•c• �N - C. OSYSU -1 Outside Screw & Yoke - Supervisor. Switch (Single switch) 1010106 I I � OS1 SL; -? Outside Screw &Yoke- Supervisar- Switch (Double switch) 1010206 COW - I i --- N.0. COW. I N.O. -- Cover Screw 5490344 Sw #2 SW #2 -- Iles Key for Cover Screws and Installation Adjustments 5250062 N.C. N.C. r -- Optional Cover Tamper Switch Kit 0090131 For pressure reducer type valve installation kits (if required) contact valve manufacnner. DWG. x{979 2 ., ,� � � � _�,,, ,� �-•, .a. _ •- °m- a=te PRINTFI) MKC.ruh520)W)4 REV P PAGE 4OF4 SEC B -1 N.R. RESILI WEDGE Mueller Co Rev . 2-03 GA17 VALVES U L / FM FIRE PROTECTION PRODUCTS P - 2360 - (with M.J. Accessories') MECHANICAL JOINT ENDS P - 2360 - (less M.J. Accessories) Indicator Post Style Stuffing box 0-ring Seals 2" Square Operating Nut ', • 4 ", 6 ", 8 ", 10" AND 12" SIZES • RUBBER ENCAPSULATED IRON WEDGE • MEETS OR EXCEEDS ALL APPLICABLE • 200 PSIG (1379 KPA) MAXIMUM WORKING REQUIREMENTS OF UL 262 AND PRESSURE, 400 PSIG (2758 KPA) STATIC TEST FM 1120/1130 SPECIFICATIONS AND • TRIPLE O -RING SEAL STUFFING BOX COMPLIES WITH NSF -61 (2 UPPER & 1 LOWER O- RINGS) ' " • IRON BODY WITH MUELLER • EPDXY COATING MEETS OR EXCEEDS PRO-GARDTM FUSION EPDXY COATED ANSI /AWWAC550AND COMPLIES WITH NSF 61 % INTERIOR & EXTERIOR SURFACES • NON - RISING BRONZE STEM �'` .4 1 PARTS LIST °-n G -2W - 1 G -162 G -201 Catalog `�.r.4 "grf G -205 Mat erial Material Standard ;E��� �';€(1 "`� ! r 4 -le; Part No. Description ■f` � . G -16 Bonnet Bolts & Nuts Carbon Steel ASTM A307 Grade B, Zinc Plated �.� �� 3 G -27 Wrench Nut Cast Iron ASTM Al26 CL.B ` \ % ° G -4l Stuffing Box Bolts & Nuts Carbon Steel ASTM A307 Grade B, Zinc Plated I G -49 Stem 0 -rings (3) Rubber ASTM D2000 G -152 Stuffing Box Cast Iron ASTM Al26 CL.B ., = .. 0-211 G -200 Wrench Nut Cap Screw Carbon Steel ASTM A307 Grade 13, Zinc Plated \\` / G -205 jA G -201 Stuffing Box Seal Rubber ASTM D2000 / _ 0-212 G -203 Stem Bronze ASTM B138 % r...11 r G -205 Stem Nut Bronze ASTM B62 e % I e i ' 4 /, r G -2°2 G -206 Guide Cap Bearings Thermal Plastic G -208 G -208 Anti- friction Washers (2) Thermal Plastic G -209 Wedge, Rubber Encapsulated Cast Iron* ASTM Al26 CL.B G -210 Bonnet Cast Iron ASTM Al26 CL.B G -211 Bonnet Gasket Rubber ASTM D2000 G -212 Body Cast Iron ASTM Al26 CL.B ■ i m DIMENSIONS E Size Dimension 4" 6" 1 8" 10" 12" A 14.19" 18.00" 21.50" 25.50" 28.62" FF 10.00" 11.50" 12.50" 14.75" 14.88" 0 fr E 12.00" 12.00" 12.00" 12.00" 12.00" Q (Bore) 4.30" 6.30" 1 8.30" 10.30" 12.30" A 00 7.50" 9.50" 11.75" 14.00" 16.25" - N 9.12" 11.12" 13.37" 15.62" 17.88" L 2.50" 2.50" 2.50" 2.50" 2.50" '_ P DD 5.00" 6.50" 7.50" 9.75" 9.88" III ' 00 O( " "meer. "as�e0rn0e :t 4 - -7/8" 6 - -7/8" 6 - -7/8" 8 - -7/8" 8 - -7/8 Turns to open 14 20.5 26.5 33 38.5 N n I III Weight (lbs.) ** 120 186 280 405 540 L +MJ accessories are included and palletized separately from valves. I r� I DD l * Fully encapsulated in molded rubber with no iron exposed. I L FF ** All weights are in pounds and are approximate. Page B -1 -12 6855 SERIES Tyler/Union CAST IRON TWO -PIECE VALVE BOXES for 4 through 12 valves, 5 shaft, slip -type New ways to save on valve boxes. Eliminate extra handling by buying pre - assembled units. Save on single parts and accessories. Lower unit Level Two Top cost by purchasing Valu -Paks of 30 to 80 pieces of tops and bottoms in crates. See list price sheet for pricing details. I 7 5; .. f 7 3 j8 - •1 _ G3/8----•- f . ,2 11 THREE WAYS TO SAVE w t:,__ i _.._._._ 6855 VALVE BOX – Level Level 2 Level 3 ` Boxes Individual Parts VALU -PAK Parts < Q Assembled Not Assembled Not Assembled Note- A "BOX" is one top and one bottom ' I.-- 6145 LEVEL ONE —53/41 Boxes Assembled /Less Lid '1/4 r 5 1/4 1 f i I w i J CO ct ■ A , , ? .. - 12 .-- - 8 ' --- _...... 10 i /4 - -- -« MM . Level Two Bottom Box Assembled Lids marked "WATER" will ship unless otherwise specified: LEVEL ONE: BOXES ASSEMBLED LESS LIDS Also available 5 1 /4" Drop Lids" Extension UPCode WATER OMA Box (Components) Height 670610 Weight SEWER 461 (10T + 15B) 19 -22 (Not Offered Assembled MWW 462 -A (10T + 24B) 27 -32 (Not Offered Assembled (PLAIN) 562 -A (16T + 24B) 27 -37 145868 72 GAS 563 -A (I 6T + 30B) 33 -43 145714 81 564 -A (I 6T + 36B) 39 -50 145875 83 662 -A (26T + 30B) 36 -52 145721 97 664 -A (26T + 36B) 39 -60 145882 99 666 -A (26T + 24B + #60 Ext) 51 -71 (Not Offered Assembled) 668 -A (26T + 36B + #60 Ext) 62 -82 (Not Offered Assembled) Tyler Pipe /Utilities Division • Box 2027 • Tyler, Texas 75710 • (800) 527 -8478 02/01/01 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226 -7601 39 T"I i 0 6855 SERIES CAST IR ON TWO -PIECE VALVE BOXES for 4" through 12" valves, 5 shaft, slip -type LEVEL TWO - Pc its Not•Assembled /Less Lids TOPS & BOTTOMS Tops (less lids) Bottoms Extensions Assy UPCode UPCode UPCode Box (Components) Height 670610 Lgt Wt 670610 Lgt Wt 670610 461 -A (10T + 15B) 19 -22 144960 10T 29 145073 15B 26 462 -A (10T + 24B) 27 -32 144960 10T 29 145080 24B 36 562 -A (16T + 248) 27 -37 144977 16T 36 145080 24B 36 563-A (16T + 308) 33 -43 144977 16T 36 145127 30B 45 564 -A (16T - 36B) 39 -50 144977 16T 36 145097 36B 47 662 -A (26T - 30B) 36 -52 144984 26T 52 145127 30B 45 664 -A (26T + 36B) 39 -60 144984 26T 52 145097 36B 47 666 -A (26T + 24B + #60 Ext) 51 -71 144984 26T 52 *145011 24B 35 145066 668 -A (26T + 36B + #60 Ext) 62 -82 144984 26T 52 *145028 36B 49 145066 *NOTE: These are 6850 Bottoms used to accommodate the interior threads of the applicable extensions. "— 53 /4 �5 r - 5 3/ 4 .....1 -, , - r J 1, '4 ~ I : i LIDS & RISERS '— All Lids Page 45 ` All Risers Page 46 N , EXTENSIONS ° UPCode Height ! `\ -.. �- i Item /Description 670610 Increase Wt T... r4--------; ; #58 -A Slip-Type 145233 14 29 l "-, = - #59 -A Slip -Type 145240 18 30 6 `,E = -= _ #60 -A Slip -Type 145066 24 36 1-4'....7-2. f1 r . - ifs eL- I . — 7 50 -A Extension 4 8 lie -- -... 58 -A and 59 -A Extension LEVEL THREE - Crates of tops and bottoms, not assembled; less lids. Easy to handle, ships from stock. TOPS OR BOTTOMS Tops (less lids) Bottoms Assy UPCode UPCode Box (Components) Height 670610 Lgt Wt Qty 670610 Lgt Wt Qty 461 -A (10T + 15 B) 19 -22 376996 10T 2320 80 372023 15B 1040 40 462-A (10T + 24B) 27 -32 376996 10T 2320 80 377030 24B 1080 30 562-A (16T + 248) 27 -37 377009 16T 1080 30 377030 24B 1080 30 563 -A (16T + 30B) 33 -43 377009 16T 1080 30 377047 30B 1350 30 564-A (16T + 36B) 39 -50 377009 16T 1080 30 377054 36B 1410 30 662-A (26T + 30B) 36 -52 377016 26T 1560 30 377047 30B 1350 30 664-A (26T + 36B) 39 -60 377016 26T 1560 30 377054 36B 1410 30 666 -A (267 + 24B + #60 Ext) *51 -71 377016 26T 1560 30 *376958 24B 1050 30 668 -A (26T + 36B + #60 Ext) *62 -82 377016 26T 1560 30 *376972 36B 1470 30 *Extensions (Required on 666 -A & 668 -A) * See Note Above. #60 -A Slip -Type 24" Height Increase 377061 1080 30 NOTES: To get equal numbers, order two crates of bottoms for each crate of tops for 461A, 562A, 563A and 564A. Order lids separately, see above. Tyler Pipe /Utilities Division • Box 2027 • Tyler, Texas 75710 • (800) 527 -8478 40 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226 -7601 02/01/07 STANDARD & SPECIAL DROP & LOCK LIDS Tyler/Un.on em. . % ? 3l 1 1 51 7 7 3 /8 00000 tW) n I ?.??ncerzj MWW DROP LID V �pQ.7 O UPCode *C) Q 670610 Weight 1 145370 12 ♦-- 7yr - -0 4-- 7 -i► , AT E R r I �rR p0 , v . ` I ;' z , TI = - , W 14-51y 1 —+? �p p� 4-- 7 —t `' 5 7 546 Drop Lid Lock LW 2' %//I.i /i 2 0 ,. 7 414 L 5Y4" OMA DROP LID 62. V l I UPCode Special WATER 1 670610 Markings Weight �l 31 145301 WATER OMA* 12 { *OMA marking is inside lid. WRENCH 'orzzoolv.,_ � A =3�4 Fits Standard Waterworks QppR\ 1 ; =2 Pentagon Head 27/32" Brass 14-- 5% —01 Screws WpQp Q UPCode Ship 4' —•Ty _ Q 0 670610 Code Description Weight 1 1/8" Lid 144908 S Wrench 0.5 4-- 7X, f LIDS ( "WATER ") + Iu-1 UPCode $114 i i j Item /Description 670610 Weight I-5% 51/4 Drop Lid 145325 12 7 _io. 5 Lock Lid 145462 11': 1 A Lid* 145509 11 *Use with 1'/ Riser Only. 5' /a" DROP LID W/ PECIAL MARKINGS* UPCode Special 670610 Mark Weight 145332 GAS 12 145349 SEWER 12 145356 PLAIN 12 *Lids marked with "WATER" will be shipped unless otherwise specified. Tyler Pipe /Utilities Division • Box 2027 • Tyler, Texas 75710 • (800) 527 -8478 02/01/07 Union Foundry Company • Box 309 • Anniston, Alabama 36202 • (800) 226 - 7601 45 - - D -1 TAPPING SLEEVES AND Mueller Co. Rev. 2 -03 ., UL/FM C R O S SE S : FIRE PROTECTION PRODUCTS All Tapping Sleeves and Crosses meet AWWA Standards. There are no UL Listing Standards for Tapping Sleeves or Crosses. -, H -619: Mechanical Joint Tapping Sleeve with Duck Tipped End Gaskets. � H - 719: Mecha Joi nt Tapping Cross with Duck Ti IPI � 1.16...,,,,a;,:,,,,,,,,:,: y. � ' � � pp� g Tipped End Gaskets. ' Maximum Working Pressure: 250 psi. j i, Suitable for use with Asbestos - Cement Pipe in the following O.D. Range. ��` Nominal " � Main Size Range Sizes* s�r ■ A 4" O.D. 5.01 " - 5.39" 4 "x4" . r . 6" O.D. 7.11" - 7.38" 6 "x4 ", 6 "x6" 8" O.D. 9.30" - 9.58" 8"x4", 8 "x6 ", 8 "x8" 10" O.D. 11.77" - 12.25" 10 "x4 ", 10 "x6 ", 10 "x8 ", 10 "x10" 12" O.D. 14.03" - 14.51" 12 "x4 ", 12 "x6 ", 12 "x8 ", 12 "x10 ", 12 "x12" IMPORTANT — Actual diameter of AC Pipe varies between manufacturers and from piece to piece, therefor, it is important to measure the largest pipe diameter to insure proper fit of these sleeves — especially in the 4 ", 6 ", and 8" sizes. Out -of -round AC Pipe can often be reduced somewhat by rasping in the area of the end gaskets and gland. All such work should be done in compliance with Pipe Manufacturers' Recommendations. *First number is size of Main, second is size of the side outlet of Sleeve or Cross. H -615: Mechanical Joint Tapping Sleeve with Duck Tipped End Gaskets. " H -616: Mechanical Joint Tapping Sleeve with Plain Rubber End Gaskets. H -715: Mechanical Joint Tapping Cross with Duck Tipped End Gaskets. , H -716: Mechanical Joint Tapping Cross with Plain Rubber End Gaskets. .. Maximum Working Pressure: 4 " -12" main sizes - 250 psi. 14 " -24" main sizes - 200 psi H -615 and H -715 are suitable for use on AWWA Classes A & B cast iron and all classes of Ductile Iron. H -615 and H -715 are suitable for use on AWWA Classes A & B cast iron pipe and ANSI Classes 50 - 100 cast iron pipe. H -616 and H716 are suitable for use on AWWA Classes C & D cast iron pipe and ANSI Classes 150 - 250 cast iron pipe, the 4" and 6" sizes are also suitable for use with AWWA Class B cast iron pipe. Sizes *: 4 "x4 ", 6 "x4 ", 6 "x6 ", 8 "x4 ", 8 "x6 ", 8 "x8 ", 10 "x4 ", 10 "x6 ", 10 "x8 ", 10 "x10 ", 12 "x4 ", 12 "x " ,12 "x ", x ", "x ",14" x14 ",16 "x4 ",16 "x6 ",16 x8 ,16 "x10 ",16 "x12 ",16x14 ", tt 18 "x4 ",18 "x6 ",18 "x8 ",18 "x10 ",18" x12 ",20 "x4 ",20 "x6 ",20 "x8 ",20 "x10 ",20 "x12 ",20 "x14 ", 24 "x4 ", 24 "x6 ", 24 "x8 ", 24 "x10 ", 24 "x12 ", 24 "x14" ' NOTE: H -615 and H -616 (H -715 and H -716) described above are the same except for the end gaskets. One mechanical joint sleeve of a nominal size with two sets of end gaskets will n ' : ' , fit all classes of pipe listed. If there is any question as to the class of pipe with which the - i, sleeve is to be used, we recommend ordering and stocking both sets of end gaskets for each 'i e —. r sleeve. � �A , *The first number is size of main, second is size of side outlet of sleeve. . :7� ORDERING INSTRUCTIONS FOR TAPPING SLEEVES- Specify. Quantity, Nominal Size of Main, Type and Class of Main, Circumference or O.D. of Main, Size of Outlet, and Catalog Number. Page D -1 -2 12.2 (Mueller ca.) MECHANICAL JOINT TAPPING SLEEVE Rev. 4-01 • • FOR • CENTRIFUGAL C.I. D.I. & PVC PIPE ,.,« s.i:' -: a,. , ", r „ 4- :.: :`4;a "- ::,:°'" :y. va € f ,, : xs€ ..c e .,.. � :i fa a7L r. z .,,„,, °a pe ? � � e � v�fl s4 � 3 , ,, --,:,, , • ▪ Catalog number- - 11-615 Mechanical ,(Dint Tapping Sleeve . - J Sizes -- 4' -24" main and outlet (see chart below for available size -<t '� combinations) J Outlet flange dimensions and drilling comply with ANSI 1316.1 ; class 125 . \ ' 3- 1.. and with MSS SP -60. I Certified to ANSI/NSF 61. J Iron body with 3/4" NPT test plug. J 4"-12" sizes - -250 psig (1723 kPiti tuaximuni working pressure. t . .J 14" 24" sizes- -200 psig (1379 kPa) maximum working pressure. H -615 Tapping Sleeve pipe information Nominal 1 O.D. range of sleeve :Class and type of pipe End 'size of Gasket ■ (main Inch 1 'mm numbers 4.74" -4.86' 1120 5-123.3 C tat iron classes 100, 150. 200 and A - all classes ductile iron cast iron 0.D. PVC plastic pipe 19 5\24 1 4,E t - :classes 150 and 200 14 137"-5 3 123.8-135 0 Cast iron classes ti, C. and D 3 ,-C classe 100 and 150 195653 6 s4 -fi.96 173.8-176.7 Cast iron classes 1 150. 200 and A all classes ductile iron cast non 01). PVC plastic pips 195S'5 fi : , .classes 150 and 200 t 6 97' 7.40 1 177 1 187.9 Cast iron classes 13, C. and 0 C classes 100 and 150 195654 '8.99 " -9.1 . 228.4-231.3 Cast iron classes 1001 150. 200„A and B ill classes ductile inn cast iron 0.I) PVC plastic pipe 19 825 8" classes 150 anti 200 __._ -- ... ..........` 9 1 i o n �0 and 2000. 200. 2 5 0, A and B all classes ductile iron cast iron 0.D. PVC plastic pipe 1195655 _ I _..._. ; '' 9.6' 1231 .4 < Cast iron classes 13 (, and t) \ C classes 100 and 150 10" 11.04' -11 )fi 280. 2L_. 'classes 194680 112" 13.14 333.9 .7 ( ast iron classes 150. 200.: _ 0. A and 13 all classes ductile iron cast iron 0.0. PVC plastic pipe 1194638 classes 150 and 200 14" 15.27 - 15 35 1386., 89.8 Cast iron classes 50. 101. 150 200, 25f1 A and B all classes ductile iron 1195127 16 17.3.r-17.45" 440.0-443.1 Cast iron classes 50. 100. 151) 200 2 50 A and B all classes ductile iron 1195128 A and 13 - all classes ductile irn 1195266 1 E 18" 20' 1 2"-21 .L546.7-549.8 .... ( Cast iron classes 50, 100 1 _0 00 25 0, A and 13 - all classes ductile iron 1195129 I " 1493.4-496.5 C:ast iron c.lasses 50. 100J 50, 200, 24" 25.72" 25.85" 1653.4 7 656 5 ;Cast iron clause 50, 100, 1 .B - a andll classes ` ductile iron i 195130 I I Sizes available :Nominal :Outlet size size of main 4" 6" 8" 10" 12" 14" 16" '18" 20" 24" 4" X 6" :X X - - '- - ' ,.. • 8" X X ! X - - - - i0 „ k -- X X X - .. - : 12" iX X X X X - 4" X -X X X X - .1 16" X X X X X X X - 18" ,X x X X x X X 20' X x X X X X X X X - X _ x X X X X X X `- a e a? wr z ma a* m ,�;t .. �,.�; - r. , , �` ,� .."3< .. ��� ,.. _� `� � �. �� �;,:� �'�'�„;' "ice 12 Oaks Medical 6748 Gall Blvd. Zephyrhills, FL AHJ: City of Zephyrhills Job #WC090249(1) Hydraulic Calculations Equipment Submittal Data SUBMITTED PLAN(S) HAVE B 1; BY ZEPHYRHIL : ' MARSHA :°k Date: t A WAY 11111 E Reviewer: / Automatic Fire Sprinklers Inc CORPORATE OFFICE 222 CAPITOL COURT • OCOEE, FLORIDA 34761 -3033 407 - 656 -3030 • FAX: 407 - 656 -8026 EMERGENCY:. 407 - 656 -8946 REGIONAL OFFICE REGIONAL OFFICE REGIONAL OFFICE 4683 LAREDO AVENUE 3226 CHERRY PALM DRIVE 11326 DISTRIBUTION AVENUE, WEST FORT MYERS, FLORIDA 33905 TAMPA, FLORIDA 33619 JACKSONVILLE, FLORIDA 32256 -2745 239 - 433 -3030 • FAX: 239 - 433 -3263 813 - 630 -0303 • FAX: 813 - 630 -0312 904 -268 -3030 • FAX: 904 -268 -0724 REGIONAL OFFICE REGIONAL OFFICE REGIONAL OFFICE 4370 MOTORSPORT DR. 613 N.W. MERCANTILE PLACE 3121 N.W. 16th TERRACE CONCORD, NORTH CAROLINA 28027 -8977 PORT ST. LUCIE, FLORIDA 34986 POMPANO BEACH, FLORIDA 33064 704- 782 -3032 • FAX: 704 - 795 -6838 772 - 878 -3350 • Fax: 772 - 878 -5967 954 -917 -3030 • FAX: 954 -917 -9424 „. . . \8/1 Automatic Fire Sprinklers, Inc, r .. - ... ill , ill N A HYDRAULIC CALCULATIONS = , r 6 N M cAs CC C) u, 0M LIJ N E M W LL. WAYNE AUTOMATIC U (— FIRE SPRINKLERS, INC CO 0 222 CAPITOL COURT ti to w OCOEE, FL 34761 Cn Q 407 - 656 -3030 : f N 0 v Job Name : 12 OAKS MEDICAL Design Area #1 Building : FP1 Location : 6748 GALL BLVD ZEPHYRHILLS FL Design Area : #1 Contract : WC090249 Data File : DESIGN AREA # 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WAYNE AUTOMATIC Page 1 12 OAKS MEDICAL Design Area #1 Date 5 -21 -09 HYDRAULIC CALCULATIONS for Project name: 12 OAKS MEDICAL Location: 6748 GALL BLVD ZEPHYRHILLS FL Drawing no: FP1 Date: 6 -24 -09 Design Remote area number: #1 Remote area location: NORTH OF BUILDING OVER CANOPY Occupancy classification: LIGHT HAZARD Density: N/A - Gpm /SqFt Area of application: 1350 - SqFt Coverage per sprinkler: 270 - SqFt Type of sprinklers calculated: TYCO BB1 8.0K No. of sprinklers calculated: 5 In -rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 291.080 - GPM @ 55.061 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 4 -29 -09 Location: HYDRANT ON SITE Source: CITY OF ZEPHYRHILLS Name of contractor: STEVENS CONSTRUCTION Address: 555 WINDERLEY PLACE Phone number: 407 - 571 -6860 Name of designer: GREG WHIGHAM Authority having jurisdiction: CITY OF ZEPHYRHILLS Notes: (Include peaking information or gridded systems here.) SYSTEM CALCULATION PER TABLE A OF DATA SHEET Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 w Q 9 • . N r 93- r c0 . r- 0 O r N LC) N Or l� N O p O T r r 10 r N - a o 2 c . N m . _0 L". - o cu- CL cp c o o U m CO EE EE2 m 03 W G) -6' ID m ncnQa ) . W C) O) U) > ' 1 1 f ( p N 1 wO- �rNN O O Cr) m � 000220 co - E 1-- a) co 0 0 ch . o .o o v) o D r x ' z • E m a c O v a) r 0 U c 0 • in a) a0 N 11 r a • 0 1 N Z a r .i •0 • • 0 E O . J rn LL O d O N O O d r E 0 U • • O O • co v r N ON I.tnr CO P.! 4) ' Q 7 . O V m 7 N : c0 Uo h a w D ?'a cum Q U 77 i. QU a0a ° v 0_ O - v) wce � � V I ; O n. f- w a ` ) I I : N 7 D 2 mrNN CO Z Y UUU o ° o N o o 0 CO 0 0 CO 0 0 10 0 0 N 0 01 cu < O U a a w co u) D w w C71 r M -- CO N (O •' CT) 9 i O Or O } T N u7 r N co in ° r v , - o)v N N m }• N (0 ao • °cocO • • r) r- N. T) r•- Or N N N N r- co 0 co to a0 co co rVM O Q CO r M CO r Z N U) (NI E II) r N N r E CO L C_ O O O r N N r I-- 03 r CO • W r d) 7 O L() 0 co r r r i-- U C N 0 N • to r rO O o u- 2 N 1.0 r r N C 0 >' .0 'O u) y to E O CO V' m N 2 o J . C d r • MO(O el 17 M ') u) X C N j LL 2 CO a m t.- E T 0.101.0N (J) Q. 0 n� CT U � o a • N O V N W N N V) o) 4) .. (0 c C L N 7 U CO • NO N)N LL C LLD a r li (0 N C E U a w in O I.- _1 v 2 u) al 2 V vC co I- W u) (n m LL u) 0 c T) c Q2 cu z a) E _ � U) (n rn 3 �D•E N Z Y a � CO U_c D y }. (o _ o i 1 2 LL > iL < W � J LL d Pressure / Flow Summary - STANDARD WAYNE AUTOMATIC Page 4 1; OAKS MEDICAL Design Area #1 Date 5 -21 -09 0 Node Elevation - K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1 28.333 8 22.6 na 38.03 1.0 1 22.6 2 28.333 8 22.63 na 38.05 1.0 1 22.6 3 28.333 8 22.72 na 38.13 1.0 1 22.6 4 28.333 8 22.91 na 38.29 1.0 1 22.6 5 28.333 8 23.25 na 38.57 1.0 1 22.6 6 28.333 23.75 na 7 30.833 25.24 na 16 12.0 44.66 na 15 12.0 43.41 na TOR 12.0 44.87 na BOR 11.0 45.64 na BF1 -3.0 53.23 na BF2 -3.0 55.77 na UG1 -3.0 56.2 na 100.0 TST 0.0 55.06 na The maximum velocity is 10.68 and it occurs in the pipe between nodes 5 and 6 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams WAYNE AUTOMATIC Page 5 12 OAKS MEDICAL Design Area #1 Date 5 -21 -09 Hyd. Qa • Dia.. Fitting Pipe Pt Pt Ref. C or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 1 38.03 2.703 0.0 6.000 22.600 K Factor = 8.00 to 120 0.0 0.0 0.0 2 38.03 0.0043 0.0 6.000 0.026 Vel = 2.13 2 38.05 2.703 0.0 6.000 22.626 K Factor = 8.00 to 120 0.0 0.0 0.0 3 76.08 0.0153 0.0 6.000 0.092 Vel = 4.25 3 38.14 2.703 0.0 6.000 22.718 K Factor = 8.00 to 120 0.0 0.0 0.0 4 114.22 0.0325 0.0 6.000 0.195 Vel = 6.39 4 38.29 2.703 0.0 6.000 22.913 K Factor = 8.00 to 120 0.0 0.0 0.0 5 152.51 0.0555 0.0 6.000 0.333 Vel = 8.53 5 38.57 2.703 0.0 6.000 23.246 K Factor = 8.00 to 120 0.0 0.0 0.0 6 191.08 0.0843 0.0 6.000 0.506 Vel = 10.68 0.0 191.08 23.752 K Factor = 39.21 * 6 191.08 2.703 1E 9.325 2.500 23.752 to 120 IT 18.651 27.976 -1.083 7 191.08 0.0843 0.0 30.476 2.569 Vel = 10.68 7 0.0 2.703 1E 9.325 72.375 25.238 to 120 0.0 9.325 13.354 14 191.08 0.0843 0.0 81.700 6.887 Vel = 10.68 0.0 191.08 45.479 K Factor = 28.33 16 - 191.08 3.314 1T 21.838 18.166 44.663 to 120 0.0 21.838 0.0 15 - 191.08 - 0.0312 0.0 40.004 -1.249 Vel = 7.11 15 0.0 2.703 1T 18.651 18.500 43.414 to 120 0.0 18.651 5.197 14 - 191.08 - 0.0843 0.0 37.151 -3.132 Vel = 10.68 0.0 - 191.08 45.479 K Factor = -28.33 16 191.08 4.31 1E 13.937 10.291 44.663 to 120 0.0 13.937 0.0 TOR 191.08 0.0087 0.0 24.228 0.211 Vel = 4.20 TOR 0.0 4.31 1E 13.937 11.000 44.874 to 120 1Z 13.937 27.874 0.433 BOR 191.08 0.0087 0.0 38.874 0.338 Vel = 4.20 BOR 0.0 4.07 5E 79.661 120.000 45.645 to 150 0.0 79.660 6.063 BF1 191.08 0.0076 0.0 199.660 1.518 Vel = 4.71 BF1 0.0 4.28 2E 40.711 10.000 53.226 to 150 1T 40.711 81.420 2.000 * Fixed loss = 2 BF2 191.08 0.0060 1Zaf 0.0 91.420 0.544 Vel = 4.26 BF2 0.0 4.07 1E 15.932 5.000 55.770 to 150 1G 3.186 50.982 0.0 UG1 191.08 0.0076 1T 31.864 55.982 0.425 Vel = 4.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams WAYNE AUTOMATIC Page 6 1? OAKS MEDICAL Design Area #1 Date 5 -21 -09 Hyd. Qa • Dia. • Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn UG1 100.00 7.68 1T 43.857 175.000 56.195 Qa = 100 to 150 0.0 43.857 -1.299 TST 291.08 0.0008 0.0 218.857 0.165 Vel = 2.02 0.0 291.08 55.061 K Factor = 39.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • 8t‘ w '‘ 1 w i AY N E Automatic Fire Sprinklers, Inc. r ow ) 1P.LF.S. HYDRAUUC CALCULATIONS N :44 rti ob L co CC 11? p ._ CO WAYNE AUTOMATIC CC -X 2 FIRE SPRINKLERS, INC U .� >- > 222 CAPITOL COURT CO OCOEE, FL 34761 ' 0 407 - 656 -3030 ,\ Q N Q Job Name : 12 OAKS MEDICAL Design Area #2 Building : FP1 Location : 6748 GALL BLVD ZEPHYRHILLS FL Design Area : #2 Contract : WC090249 Data File : DESIGN AREA #2.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WAYNE AUTOMATIC Page 1 12 OAKS MEDICAL Design Area #2 Date 6 -24 -09 • • HYDRAULIC CALCULATIONS for Project name: 12 OAKS MEDICAL Location: 6748 GALL BLVD ZEPHYRHILLS FL Drawing no: FP1 Date: 6 -24 -09 Design Remote area number: #2 Remote area location: SOUTHEAST CORNER OF ATTIC Occupancy classification: LIGHT HAZARD Density: N/A - Gpm /SqFt Area of application: 1939 - SqFt Coverage per sprinkler: 720 - SqFt Type of sprinklers calculated: TYCO BB1 8.0K & TYCO AP 4.2 ATTIC HEADS No. of sprinklers calculated: 7 In -rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 344.551 - GPM @ 57.939 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 4 -29 -09 • Location: HYDRANT ON SITE Source: CITY OF ZEPHYRHILLS - Name of contractor: STEVENS CONSTRUCTION Address: 555 WINDERLEY PLACE Phone number: 407 - 571 -6860 Name of designer: GREG WHIGHAM Authority having jurisdiction: CITY OF ZEPHYRHILLS Notes: (Include peaking information or gridded systems here.) SYSTEM CALCULATION PER TABLE A OF DATA SHEET • ' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ` o • _ N N tf) co U) ~ co G M to N CO (D O O 4 nj N N a0 a c m U -- o C u- cL—00c - co o EE O EE E ) m m D60) )m - >. > . 0 > . W U ) (/) U) .. N 0 . ate-. 2 — NN 0 OM m 03000110 E )` 0) co 0 M O O Q O (n O D T 2 Z E co c o v- a) r a O cc U c '^ 0 to N co N u < T O _ N Z >, CO 0 E u" 2 n. O O O a o r- E O 0 0 0 v co V' CO • a) 0) 0 U) to - O co ID u) aLL C.) 0 70 2:.A-.. 7 7 N 0 Ta TO ° Q Q Q c) v ;0 o o 7 +' U) t/) r >, V 6 a) a) 0 _� ' O Ce CZ n o o (n Q F- W i I h wa— N O 0g mc- NN L. ZY UUU (° 0 0 0 o o 000 o 0 o t o 0 N o CD CD QO U a (X W CO (/) D Q W r r CO ( r D co • . N s 0) 9 O O • r O N cr. N u) r N CO CO 03 Lo �O) V a) cp 0) Y CO Ca ao If) - PsCO � N CO(O N 0 N «) CU) N CO 0 co in O M pp rV' Mr Q U) v ov CO rMMr 2 Z E LO N C(7 N N .,- CO C_ 0 O O r N N r _ co • coT O N 7 0 CC M co ^ r r n U c N 0 N ▪ (O r r (O (0 •0 O T 0 V- _ N Cnrr N c 0 T N N E • �OOOvr m N C) N L 0 m - C a r MOCDM C_ a) N LL - (0 0. m •- = E r N O C() N u a) a � U 2 co L c N a) o a • N O ' N a) (() 0) (A (0 'O O) a) 0 C U N (n O ▪ N O M N (L C LL d N It N a) aN c E .N 3 o w E 00 . co M }— J .0 m U) << m mLOo 2 U -0 coo c 3oM Z' 0 w (/) O �w a) 02E20 E E (n E • D D am oaobwE E c N au) rn Z a) 0a) 0Q E c °• N CO Z Q 5 L N y--. >- O 2 N ..+ m m N > Q 2 C a) O LL > i_< WOF- N D JLLd Pressure / Flow Summary - STANDARD WAYNE AUTOMATIC Page 4 12 OAKS MEDICAL Design Area #2 Date 6 -24 -09 Node Elevation ' K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 6 29.166 8 22.6 na 38.03 1.0 1 22.6 7 29.166 8 22.63 na 38.05 1.0 1 22.6 8 29.166 8 22.72 na 38.13 1.0 1 22.6 9 29.166 8 22.91 na 38.29 1.0 1 22.6 10 29.166 8 23.25 na 38.57 1.0 1 22.6 101 16.625 4.2 40.51 na 26.73 0.1 100 7.0 102 16.625 4.2 40.53 na 26.74 0.1 100 7.0 16 12.0 45.73 na 13 12.0 43.59 na 15 12.0 43.75 na TOR 12.0 46.06 na BOR 11.0 47.02 na BF1 -3.0 55.48 na BF2 -3.0 58.34 na UG1 -3.0 59.01 na 100.0 TST 0.0 57.94 na The maximum velocity is 10.68 and it occurs in the pipe between nodes 10 and 14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 =inal Calculations - Hazen - Williams Page 5 NAYNE AUTOMATIC Date 5 -24 -09 12 OAKS MEDICAL Design Area #2 . Hyd. Qa ' Dia. • Fitting Pipe Pt Pt Ref. Notes * * * * ** „ or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 6 38.03 2.703 0.0 6.000 22.600 K Factor = 8.00 to 120 0.0 0.0 0.0 7 38.03 0.0043 0.0 6.000 0.026 Vel = 2.13 7 38.05 2.703 0.0 6.000 22.626 K Factor = 8.00 to 120 0.0 0.0 0.0 8 76.08 0.0153 0.0 6.000 0.092 Vel = 4.25 8 38.14 2.703 0.0 6.000 22.718 K Factor = 8.00 to 120 0.0 0.0 0.0 9 114.22 0.0325 0.0 6.000 0.195 Vel = 6.39 9 38.29 2.703 0.0 6.000 22.913 K Factor = 8.00 to 120 0.0 0.0 0.0 10 152.51 0.0555 0.0 6.000 0.333 Vel = 8.53 10 38.57 2.703 0.0 117.916 23.246 K Factor = 8.00 to 120 0.0 0.0 12.632 14 191.08 0.0843 0.0 117.916 9.940 Vel = 10.68 0.0 191.08 45.818 K Factor = 28.23 101 26.73 2.703 0.0 8.916 40.510 K Factor = 4.20 to 120 0.0 0.0 0.0 102 26.73 0.0022 0.0 8.916 0.020 Vel = 1.49 102 26.74 2.703 0.0 131.875 40.530 K Factor = 4.20 to 120 0.0 0.0 2.003 13 53.47 0.0080 0.0 131.875 1.054 Vel = 2.99 0.0 53.47 43.587 K Factor = 8.10 * 16 - 244.55 3.314 1T 21.838 18.166 45.725 to 120 0.0 21.838 0.0 15 - 244.55 - 0.0493 0.0 40.004 -1.973 Vel = 9.10 0.0 - 244.55 43.752 K Factor = -36.97 13 53.47 3.314 1T 21.838 34.000 43.587 to 120 0.0 21.838 0.0 15 53.47 0.0030 0.0 55.838 0.165 Vel = 1.99 15 - 244.55 2.703 1T 18.651 18.500 43.752 to 120 0.0 18.651 5.197 14 - 191.08 - 0.0843 0.0 37.151 -3.131 Vel = 10.68 0.0 - 191.08 45.818 K Factor = -28.23 16 244.55 4.31 1E 13.937 10.291 45.725 to 120 0.0 13.937 0.0 TOR 244.55 0.0137 0.0 24.228 0.333 Vel = 5.38 TOR 0.0 4.31 1E 13.937 11.000 46.058 to 120 1Z 13.937 27.874 0.433 BOR 244.55 0.0137 0.0 38.874 0.533 Vel = 5.38 BOR 0.0 4.07 5E 79.661 120.000 47.024 to 150 0.0 79.660 6.063 BF1 244.55 0.0120 0.0 199.660 2.396 Vel = 6.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 =inal Calculations - Hazen - Williams NAYNE AUTOMATIC Page 6 12 OAKS MEDICAL Design Area #2 Date 6 -24 -09 Hyd. Qa • Dia. , Fitting Pipe Pt Pt * * *• *•• Notes "''`* Ref. .. or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn BF1 0.0 4.28 2E 40.711 10.000 55.483 *Fixed loss = 2 to 150 1T 40.711 81.420 2.000 - BF2 244.55 0.0094 1Zaf 0.0 91.420 0.859 Vel = 5.45 BF2 0.0 4.07 1E 15.932 5.000 58.342 to 150 1G 3.186 50.982 0.0 UG1 244.55 0.0120 1T 31.864 55.982 0.671 Vel = 6.03 UG1 100.00 7.68 1T 43.857 175.000 59.013 Qa = 100 to 150 0.0 43.857 -1.299 TST 344.55 0.0010 0.0 218.857 0.225 Vel = 2.39 0.0 344.55 57.939 K Factor = 45.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • WNE Automatic Fire Sprinklers Inc. r .. ..-■ 1P.AF. HYDRA ULIC �+ / - I /�I II 1 �n��� N �.. fl l DRA�LIC CALCULA 1 IO S T\, d 1* in cc M N _ O M I M _ IL WAYNE AUTOMATIC >- >' FIRE SPRINKLERS, INC 0 6. m 0 222 CAPITOL COURT OCOEE, FL 34761 Ili ^ p c b 407 -656 -3030 ` N Q Q Job Name : 12 OAKS MEDICAL DESIGN AREA #3 Building : FP2 Location : 12 OAKS MEDICAL ZEPHYRHILLS, FL. Design Area : #3 Contract : WC090249 Data File : DESIGN AREA #3.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WAYNE AUTOMATIC Page 1 12 OAKS MEDICAL DESIGN AREA #3 Date 6 -24 -09 • HYDRAULIC CALCULATIONS for Project name: 12 OAKS MEDICAL Location: 12 OAKS MEDICAL ZEPHYRHILLS, FL. Drawing no: FP2 Date: 6 -24 -09 Design Remote area number: #3 Remote area location: SOUTHEAST CORNER OF OFFICE AREA Occupancy classification: LIGHT Density: .1 - Gpm /SqFt Area of application: 949 - SqFt Coverage per sprinkler: 97 - SqFt Type of sprinklers calculated: TYCO TY -FRB 5.6K QR PENDENT No. of sprinklers calculated: 9 In -rack demand: N/A - GPM Hose streams: 100 - GPM Total water required (including hose streams): 270.984 - GPM @ 34.418 - Psi Type of system: WET Volume of dry or preaction system: N/A - Gal Water supply information Date: 4 -29 -09 Location: HYDRANT ON SITE Source: CITY OF ZEPHYRHILLS Name of contractor: STEVENS CONSTRUCTION Address: 555 WINDERLEY PLACE MAITLAND, FL. Phone number: 407 - 571 -6860 Name of designer: GREG WHIGHAM Authority having jurisdiction: CITY OF ZEPHYRHILLS Notes: (Include peaking information or gridded systems here.) DESIGN AREA REDUCED 40% PER NFPA 13 2002 ED. FIGURE 11.2.3.2.3.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 a) . o • • N co coo cO O0 N CO O) O) O) . co M OFM • .- N - N (0 .. .. .... .... .. a 0 N C N CO 0 Q) o a) . O c1LQ c0 c O co O U 2 > V) to Q 0 a N A T >, W c/) U) v U ) r ' N y •- ii V) O OM c • 2000110() - E ti 0 co O am . O . O Q O co (0 D N.- Z . E cv ' L C co O '- V a) r 7 O . cc U C U co a) co (6 2 11 1- 'O ' O Z N Z >, A ■.• L 0 E O 2 IL O . d O N O O O' r 0 . O U 0 co - O # . co W 0.' Csi r- uo Q N .. co .--.. 0 N O . N : CO N N O U w w co a.. - U Q JQ Q, ° vv ' o >. U U 2 a) a) U n G co Q O W N u) in 1 __ JMO N 7 lily- N N - a) Z UUU in d0' OM C•1 ° 0 0 0 0 0 0 0 0 O O O 0) co < U w c W U Co 0 c W N CO (0 • 0) 4 i 0 O ,— O O N L() ,- ,- N N co (0 co V O. O) V O O O1..-. N (9 CL co ° v co co ° v M r t-- CO N- 1`.. 0 N LO 10 N co O co to co co (o ,- VM, O Q U) V O (0 ,-- MMr Z Z N (n N E NN CO L > C 0 0 O V N N 1- a- 1 co (o - .- (o N O co C' co I ....,_ e-1... U C cv U N (0 r (0 O O O L1- _ N to rr N C 0 0 U (1) N U) E .- 0- 0 co �m N co t 2 0 N 2 a_ N)O(0 co-0 7— N X C N 7 Il 2 a E N 0 U) N U) °) O. U) U El y L C N c O Q NOON 0) N a) - c) 0) O 0 C C U N () O co ••• C NOMN(1.. a' fX Q a 0 MI a) w E w O - N '- E U ° > W (n F- -•) -O t i ) 2 3 N U) << " mto0 cc U _ O F - (E O G) G U 3 V M (n N (/) F- LLI N N LL N O C C C O N O N E E D •C U) D V) Q o) 0) O< E O � 0) W CO, . (n rDLD 7 C } U 0) m U) E rn 0 4-+ Q N .0 'TO •C (d Z O N ca LL > T El:Q WOI-NN D I0 J LL d Pressure / Flow Summary - STANDARD WAYNE AUTOMATIC Page 4 12 OAKS MEDICAL DESIGN AREA #3 Date 6 -24 -09 Node Elevation • K -Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 1A 9.0 5.6 8.99 na 16.79 0.1 87.666 7.0 2A 9.0 5.6 8.76 na 16.57 0.1 97.833 7.0 3A 9.0 5.6 8.96 na 16.77 0.1 97.833 7.0 4A 9.0 5.6 9.23 na 17.01 0.1 131.333 7.0 5A 9.0 5.6 11.69 na 19.15 0.1 87.666 7.0 6A 9.0 5.6 12.01 na 19.41 0.1 168 7.0 7A 9.0 5.6 12.5 na 19.8 0.1 198 7.0 8A 9.0 5.6 16.03 na 22.42 0.1 144 7.0 9A 9.0 5.6 16.96 na 23.06 0.1 64 7.0 1 12.0 8.78 na 2 12.0 8.86 na 3 12.0 9.1 na 4 12.0 9.52 na 5 12.0 12.04 na 6 12.0 12.14 na 7 12.0 12.68 na 8 12.0 17.44 na 9 12.0 17.63 na 113 12.0 23.16 na 111 12.0 23.22 na 109 12.0 23.42 na 16 12.0 24.61 na TOR 12.0 24.78 na BOR 11.0 25.48 na BF1 -3.0 32.78 na BF2 -3.0 35.23 na UG1 -3.0 35.57 na 100.0 TST 0.0 34.42 na The maximum velocity is 9.19 and it occurs in the pipe between nodes 4 and 113 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams WAYNE AUTOMATIC Page 5 12 OAKS MEDICAL DESIGN AREA #3 Date 6 -24 -09 Hyd. Qa • Dia. • Fitting Pipe Pt Pt ••+• «•, Notes ` * *" Ref. "C' or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 1A 16.79 1.08 2E 4.61 3.000 8.988 K Factor = 5.60 to 120 1T 5.762 10.372 -1.299 1 16.79 0.0817 0.0 13.372 1.093 Vel = 5.88 0.0 16.79 8.782 K Factor = 5.67 2A 16.57 1.08 3E 6.914 4.875 8.755 K Factor = 5.60 to 120 1T 5.762 12.676 -1.299 2 16.57 0.0797 0.0 17.551 1.399 Vel = 5.80 0.0 16.57 8.855 K Factor = 5.57 3A 16.77 1.08 3E 6.914 4.875 8.964 K Factor = 5.60 to 120 1T 5.762 12.676 -1.299 3 16.77 0.0815 0.0 17.551 1.430 Vel = 5.87 6.7 16.77 9.095 K Factor = 5.56 4A 17.01. 1.08 3E 6.914 6.291 9.229 K Factor = 5.60 to 120 1T 5.762 12.676 -1.299 4 17.01 • 0.0837 0.0 18.967 1.588 Vel = 5.96 0.0 • 17.01 9.518 K Factor = 5.51 5A 19.15 1.08 4E 9.219 6.583 11.695 K Factor = 5.60 to 120 0.0 9.219 -1.299 5 19.15 0.1042 0.0 15.802 1.646 Vel = 6.71 0.0 5 • 12.042 K Factor = 5.52 6A 19.41 1.08 2E 4.61 3.000 12.015 K Factor = 5.60 to 120 IT 5.762 10.372 -1.299 6 19.41 0.1068 0.0 13.372 1.428 Vel = 6.80 0.0 19.41 12.144 K Factor = 5.57 7A 19.80 1.08 2E 4.61 3.000 12.501 K Factor = 5.60 to 120 1T 5.762 10.372 -1.299 7 . 19.8 0.1108 0.0 13.372 1.482 Vel = 6.93 0.0 19.80 12.684 K Factor = 5.56 8A 22.42 1.08 3E 6.914 6.750 16.029 K Factor = 5.60 to 120 1T 5.762 12.676 -1.299 8 22.42 0.1395 0.0 19.426 2.710 Vel = 7.85 0.0 22.42 17.440 K Factor = 5.37 9A 23.06 1.08 2E 4.61 3.000 16.962 K Factor = 5.60 to 120 1T 5.762 10.372 -1.299 9 23.06 0.1469 0.0 13.372 1.965 Vel = 8.08 0.0 23.06 17.628 K Factor = 5.49 1 16.79 1.728 0.0 8.916 8.782 to 120 0.0 0.0 0.0 2 16.79 0.0082 0.0 8.916 0.073 Vel = 2.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams WAYNE AUTOMATIC Page 6 12 OAKS MEDICAL DESIGN AREA #3 Date 6 -24 -09 Hyd. Qa ' Dia. • Fitting Pipe Pt Pt , * * * *,,, Notes '" ""' Ref. "C" or Ftng's Pe Pv Point Qt Pf /Ft Eqv. Ln. Total Pf Pn 2 16.57 1.728 0.0 8.125 8.855 to 120 0.0 0.0 0.0 3 33.36 0.0295 0.0 8.125 0.240 Vel = 4.56 3 16.77 1.728 0.0 6.750 9.095 to 120 0.0 0.0 0.0 4 50.13 0.0627 0.0 6.750 0.423 Vel = 6.86 4 17.01 1.728 1T 11.29 115.541 9.518 to 120 0.0 11.290 0.0 113 67.14 0.1076 0.0 126.831 13.644 Vel = 9.19 0.0 67.14 23.162 K Factor = 13.95 * 5 19.15 1.728 0.0 9.666 12.042 to 120 0.0 0.0 0.0 6 19.15 0.0106 0.0 9.666 0.102 Vel = 2.62 6 19.41 1.728 0.0 14.000 12.144 to 120 0.0 0.0 0.0 7 38.56 0.0386 0.0 14.000 0.540 Vel = 5.28 7 19.80 1.728 1T 11.29 115.666 12.684 to 120 0.0 11.290 0.0 111 58.36 0.0830 0.0 126.956 10.539 Vel = 7.98 0.0 58.36 23.223 K Factor = 12.11 * 8 22.42 1.728 0.0 13.291 17.440 to 120 0.0 0.0 0.0 9 22.42 0.0141 0.0 13.291 0.188 Vel = 3.07 9 23.06 1.728 0.0 110.708 17.628 to 120 0.0 0.0 0.0 109 45.48 0.0523 0.0 110.708 5.794 Vel = 6.22 0.0 45.48 23.422 K Factor = 9.40 * 113 67.14 3.314 0.0 13.583 23.162 to 120 0.0 0.0 0.0 111 67.14 0.0045 0.0 13.583 0.061 Vel = 2.50 111 58.36 3.314 0.0 13.875 23.223 to 120 0.0 0.0 0.0 109 125.5 0.0143 0.0 13.875 0.199 Vel = 4.67 109 45.48 3.314 1T 21.838 24.666 23.422 to 120 0.0 21.838 0.0 16 170.98 0.0255 0.0 46.504 1.184 Vel = 6.36 16 0.0 4.31 1E 13.937 10.291 24.606 to 120 0.0 13.937 0.0 TOR 170.98 0.0071 0.0 24.228 0.171 Vel = 3.76 TOR 0.0 4.31 1E 13.937 11.000 24.777 to 120 1Z 13.937 27.874 0.433 BOR 170.98 0.0071 0.0 38.874 0.275 Vel = 3.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen - Williams WAYNE AUTOMATIC Page 7 12 OAKS MEDICAL DESIGN AREA #3 Date 6 -24 -09 Hyd. Qa . Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * ** Point Qt Pf /Ft Eqv. Ln. Total Pf Pn BOR 0.0 4.07 5E 79.661 120.000 25.485 to 150 0.0 79.660 6.063 BF1 170.98 0.0062 0.0 199.660 1.236 Vel = 4.22 BF1 0.0 4.28 2E 40.711 10.000 32.784 to 150 IT 40.711 81.420 2.000 * Fixed Toss = 2 BF2 170.98 0.0048 1 Zaf 0.0 91.420 0.443 Vel = 3.81 BF2 0.0 4.07 1E 15.932 5.000 35.227 to 150 1G 3.186 50.982 0.0 UG1 170.98 0.0062 1T 31.864 55.982 0.346 Vel = 4.22 UG1 100.00 7.68 IT 43.857 175.000 35.573 Qa = 100 to 150 0.0 43.857 -1.299 TST 270.98 0.0007 0.0 218.857 0.144 Vel = 1.88 0.0 270 34.418 K Factor = 46.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 12 OAKS MEDICAL 6748 GALL BLVD. ZEPHYRHILLS, FL. AHJ: CITY OF ZEPHYRHILLS Submittal Data Wayne Automatic Fire Sprinkler Inc. 222 Capitol Court Ocoee, Florida 34761 (407) 656 -3030 WAFS JOB NUMBER: WC090249 tIJCO/ & Building PE Kr. Products PERFORMANCE ATTIC PROTECTION SPRINKLER SYSTEM Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Models BB, SD, HIP, and AP "Specific Application Sprinklers for Protecting Att 13, Table 8.6.2.2.1(a) and Section General 8.6.4.1.4. , , Description The Specific Application Attic Sprin- P klers are the first sprinklers to be The Tyco ®PeakTM Performance Mod- • Listed for extended coverage in els BBT"" (Back to Back), SDT"" (Single combustible construction. Directional), HIPT"', and APT"' (Attic Plus) "Specific Application Sprinklers • Full -scale fire tested in both wet and for Protecting Attics" are fire sprinklers dry system scenarios for combustible and non - combustible • Full -scale fire tested, for use in wood sloped attic spaces. The Model BB, truss construction. SD, and HIP are Specific Application Attic Sprinklers, whereas the Model • Listed for specific roof slopes (Refer AP is a Specific Application Combusti- to Table A). ble Concealed Space Sprinkler having The Specific Application Attic Sprin - specific application criteria for its use klers provide the best level of protec- n`"'" `" 1 •' with the Model BB, SD, and HIP in attic tion and control cost by eliminating the I spaces. Specific Application Attic need for additional sprinklers and Sprinklers provide superior fire protec- branchline piping. In many cases, an i , tion in attic spaces and when com- attic can be entirely protected with just pared to Standard Spray Sprinklers, one line of piping located below the "- -.-..• cost savings are achieved by eliminat- peak of the roof using Model BB (Back ing branchline materials and the asso- to Back) Sprinklers. If there is a need ciated installation labor. The Specific for Model SD (Single Directional) or Application Sprinklers for Protecting Model HIP Sprinklers, one line of Attics" have undergone the most ex- either of these sprinkler types is usu - - tensive fire testing ever performed for ally sufficient at each area being cov- sloped attic spaces. They are UL Listed with their specific application ered. For example and assuming the use s of in Standard 60 t (18 m) r a guidelines for use as special sprinklers system in a 60 foot (18,3 m) wide attic, as defined by the NFPA. k. with up to a 12:12 roof pitch, designed 6 —,r The Specific Application Attic Sprin- to the 2007 edition of NFPA 13, would klers provide an extended coverage require seven branchlines to cover the spacing alternative to the restricted main portion of the attic and several - - P spacing of Standard Spray Sprinklers. additional branchlines to cover the hip 1 The restricted spacings of Standard areas. With the Specific Application . - Spray Sprinklers used within attics is Attic Sprinklers, the required coverage described in the 2007 edition of NFPA can be obtained with just one branch- , line below the peak and one down _ ... _ each slope of the hip beam. This would •'�!- - Always re I M P to R Te N hnical Data result in approximately 90% less pipe _ Sheet TFP700 for the "INSTALLER needed for installation. This reduction WARNING" that provides cautions in the number of branchlines saves the with respect to handling and instal- cost of the pipe, fittings, hangers, and ' t qq lation of sprinkler systems and com- associated labor by eliminating up to ponents. Improper handling and in- five branchlines stallation can permanently damage Another important aspect of the Spe- a sprinkler system or its compo- cific Application Attic Sprinkler tech - nents and cause the sprinkler to fail nology is the reduction in system vol- to operate in a fire situation or cause ume. This volume reduction may result it to operate prematurely. in reducing the size of a dry pipe valve (and air compressor) and possibly al- Page 1 of 28 MAY, 2008 TFP610 Page 2 of 28 TFP61O ` Components: Components: 1 - Frame 4 - Bulb 1 - Body 5 - Compression 8 - Deflector 2 - Button 5 - Compression 2 - Cap Screw 9 - Rivet 3 - Sealing Screw 3 - Sealing 6 - Lever 10 - Diffuser Assembly 6 - Deflector Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 2 -1/4" 1 -5/8" _ (57.2 mm) (41,3 mm) __._- 1- 9/16" 2 -1/4" y 1 -1/8" � 13/16" J (39,7 mm) (57,2 mm) (28,6 mm) I 6 (20,6 mm) I 10 11 9 1 -1/8" (28,6 mm) 8 Plc elltr. LO it LO I �I � ' ii FLOW FLOW 4 5 FRAME 7 LO LO ARMS tag 1 7,.. � ,MMO 6 Am 2 -1/2" ARMS 2 -1/8" I '� (63, mm) THREAD 1[1 (54,0 mm) 1 � ��`� � ��\ __ RELIEF t 5 �� \ \. = 1/2" 3 2 1/2" 1 3/4" NPT 4 = NPT (12,7 mm) J 3 } NOMINAL WRENCH MAKE -IN FLATS 2 1 7/16" (11,1 mm) WRENCH NOMINAL MAKE -IN HEX CROSS FRONT SECTION ELEVATION CROSS SIDE SECTION ELEVATION FIGURE A FIGURE B MODEL BB1, BB2 & BB3 MODEL BB1, BB2 & BB3 WITH 8.0 K- FACTOR WITH 5.6 K- FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION ATTIC SPRINKLERS SPRINKLERS Components: Components: 1 - Frame 4 - Bulb 1 - Body 5 - Compression 8 - Deflector 2 - Button 5 - Compression 2 - Cap Screw 9 - Rivet 3 - Sealing Screw 3 - Sealing 6 - Lever 10 - Link Assembly 6 - Deflector Assembly 7 - Deflector Assembly 4 - Saddle Frame 2 -1/4" 1 -5/8" (57.2 mm) F (41,3 mm) —_ 1- 5/16" _ 2 -1/8" _ 1 -1/8" 6 13/16" (33,3 mm) (54,0 mm) y (28,6 mm) (20,6 mm) y 1 -5/16" ,i.k ,14--•--- ; 8 (33.4 mm) %.,% JIM% 4 5 FRAME I _ i I ARMS 10 — I ■ I — 1 3" FLOW (76,2 mm) — 1 i [I = I i = N � 2 � 2 -1/8" 01111i -� 7 FRAME THREAD (540 mm) _ ARMS RELIEF WRENCH 3 • + HEX 7/16" 1/2" NPT 5 �� ) _f_ it .a ■ (11,1 mm) NOMINAL WRENCH 4 _— MAKE -IN FLATS CROSS FRONT 3 7/16" SECTION ELEVATION 2 1 1/2' NPT (11,1 mm) NOMINAL CROSS SIDE MAKE -IN SECTION ELEVATION FIGURE C FIGURE D MODEL BB1, BB2 & BB3 MODEL SDI, SD2 & SD3 WITH 4.2 K- FACTOR WITH 5.6 K- FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION ATTIC SPRINKLERS SPRINKLERS TFP61O Page 3 of 28 Components: Components: 1 - Frame 4 - Bulb 1 - Frame 5 - Compression 2 - Button 5 - Compression 2 - Sealing Screw 3 - Sealing Screw Assembly 6 - Deflector Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring _ 2 -1/8" 2 " (54,0 mm) - (50,8 mm) 1- 11/16" 1 -1/16" 1 -1/4" (42,9 mm) (27,0 mm) 6 y (31,8 mm) 6 _._. - -- f� �� 6 ■ c ■ SPRINKLER ( ��I �� c FRAME ��1��, ARMS 4 I 1\ ___ 2 -114" 4 * I 5 FFLOW I�i 3 '.I I.' 7 t 7,2 mm) (5 1 \ % ` ARMS I.-) l Li WREN � �'S II T iii,, 2 -1/8" 1 mom 1 THREAD • � (54,0 mm) 1 ° 2 FLATS k + S:----'_--------- 1 ` ` 1/2 "NPT J 3 J 2 7/16" 1/2" NPT 7/16" (11,1 mm) (11,1 mm) NOMINAL MAKE -IN NOMINAL WRENCH CROSS FRONT MAKE -IN FLATS SECTION ELEVATION CROSS SIDE SECTION ELEVATION FIGURE E FIGURE F MODEL HIP MODEL AP WITH 5.6 K- FACTOR WITH 4.2 or 5.6 K- FACTOR SPECIFIC APPLICATION ATTIC SPECIFIC APPLICATION COMBUSTIBLE SPRINKLERS CONCEALED SPACE SPRINKLERS low for quicker water delivery times, narrow spacing along the ridge serves upright orientation may require the use eliminating the need for an accelera- two purposes. The response time is of a swing joint if the SD Sprinklers are tor. reduced by placing the sprinklers no being supplied from a line running The other cost reduction is the Listing farther than 6 feet (1,8 m) apart, and along and parallel to the roof hip.) Th of a other CPVC for use in attic the spray can be concentrated in the Three different models (i.e., SD1, paces to supply the wet system "Spe- throw direction to obtain a pattern that SD2 & SD3) are available for different s cific e s to su ion Sprinklers for Protect - will cover up to 30 feet (9,1m) in each roof slopes. ing Attics ", as well as the wet system direction when measured horizontally. HIP Sprinkler There are three different models (i.e., The Tyco® Model HIPTM' Specific A sprinklers below the ceiling. Tradition- BB1, BB2 & BB3) that account for dif- Y P ally BlazeMaster CPVC has been used ferent roof slopes, and each model is plication Attic Sprinkler (Figure E) cov- on the lower floors in the joist space ers the area of the hip in the attic. This available in one of three different ori- is a slightly different concept than the above a ceiling that does not require 9 Y conce P five sizes (K =4.2, 5.6, or 8.0). Direc- sprinklers. The savings of using CPVC BB ( Back to Back) or SD (Single on those floors can now be translated SD Sprinkler (Single Directional) tional). The HIP Sprinkler is located to the upper floor even if sprinklers are The Tyco® Model SDTM' Specific Appli- along the slope running down the hip, required in the attic. cation Attic Sprinkler (Figure D), like and throws a 90° pattern toward the There are four (4) models of the "Spe- the Model BB, throws a narrow but outside eaves. This pattern allows the Dual Application Sprinklers for Protect- long pattern. However, unlike the water to "corner" and control the fire. cific at BB TM' (Back to Back Dul Model BB the Model SD only dis- The HIP Sprinkler does not discharge ing Attics" SD (Single Back Du a l charges in one direction. These sprin- much water directly up or down the hip, Directional), tional), Hall and APT!" (Attic Plus). klers are primarily used where shear but rather it discharges most of the BB and SD Sprinklers have three walls or draft curtains have been in- pattern out to each side (90°) down the The e arate versions that are used for stalled within an attic space. Another slope of the roof. This sprinkler is typi- roof pitches. The pitches, as use is when the framing direction is cally spaced 6 feet (1,8 m) to 3 feet different parallel with the outside wall in the hip (0,9 m) on center down the slope. To applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. area (Ref. Figure 13). In this case, the use the HIP Sprinkler, the framing Table A). SD would be used on one side of the must be perpendicular to the outside slope, and AP Sprinklers or Standard wall (Ref. Figure 12) and the maximum BB Sprinkler (Back to Back Spray Sprinklers would be used to pro- throw cannot exceed 28 feet (8,5 m) Dual Directional) tect the other side. The Model SD measured horizontally. The HIP, un- The Tyco® Model BBTM' Specific Appli- Sprinklers must be installed in a verti- like the BB and SD, is installed with the cation Attic Sprinkler (Figure A, B & C) cal upright orientation and not angled deflector parallel with the slope. A sin - throws a narrow but long pattern. The with the slope. (Achieving the vertical gle model is available with flow and *registered trademark of Lubrizol Advanced Materials, Inc. P, age 4 of 28 TFP61O pressure requirements for two differ- ent spacings. Technical Operation AP Sprinkler (Attic Plus) Data BB (K =8.0 & 4.2), HIP (K =5.6) Installed in the upright orientation with & AP (5.6 & 4.2) their deflector parallel to the roof, the Approvals The glass bulb contains a fluid that Tyco® Model APTM' Sprinklers (Figure UL & C -UL Listed. expands when exposed to heat. When F) are intended to be used to provide (The approvals only apply to the serv- the rated temperature is reached, the protection of attic areas outside the ice conditions indicated in the Design fluid expands sufficiently to shatter the scope of application for the BB, SD, or Criteria section on Page 6 and the glass bulb, allowing the sprinkler to HIP Sprinklers. When used, the AP Design Guidelines section on Page 8.) activate and water to flow. Sprinklers in most cases will provide a hydraulic advantage over Standard Pipe Thread Connection BB (K =5.6) & SD (K =5.6) Spray Sprinklers for the protection of 1/2 inch NPT for K =4.2 & 5.6 The fusible link assembly is comprised attic areas outside the scope of appli- 3/4 inch NPT for K =8.0 of two link halves which are joined by cation for the BB, SD, or HIP Sprin- Discharge Coefficient a thin layer of solder. When the rated klers (Ref. Figures 21 and 22 for exam- K = 4.2 GPM /psi (60,5 LPM /bar1 /2) temperature is reached, the solder pies). K = 5.6 GPM /psi / (80,6 LPM /bar1 /2) melts and the two link halves separate, K = 8.0 GPM /psi (115,5 LPM /bar1 /2) allowing the sprinkler to activate and WARNING water to flow. The "Specific Application Sprinklers Temperature Rating for Protecting Attics" described herein Intermediate Temperature as follows: must be installed and maintained in - 200 °F /93 °C for BB (K4.2 & K8.0), compliance with this document, as HIP, AP well as with the applicable standards - 212 °F /100 °C for BB (K5.6), SD of the National Fire Protection Asso- ciation, in addition to the standards of Finish any other authorities having jurisdic- Natural Brass tion. Failure to do so may impair the performance of these devices. Physical Characteristics The owner is responsible for maintain- (Figures A, C & E) ing their fire protection system and de- Frame Bronze vices in proper operating .condition. Button Bronze /Copper The installing contractor or manufac- Sealing Assembly turer should be contacted with any Beryllium Nickel w/Teflont questions. Bulb Glass (3 mm dia.) Link Monel Compression Screw Brass Deflector Brass /Bronze Sprinkler t DuPont Registered Trademark Identification Physical Characteristics (Figures B & D) Number Body Brass Cap Bronze TY4180* - BB1, K =8.0 Sealing Assembly TY4181* - BB2, K =8.0 Beryllium Nickel w/Teflont TY4182* - BB3, K =8.0 Saddle Brass TY3180* - BB1, K =5.6 Link Assembly Nickel TY3181* - BB2, K =5.6 Compression Screw Brass TY3182* - BB3, K =5.6 Deflector Brass /Bronze TY2180 - BB1, K =4.2 Lever Bronze TY2181 - BB2, K =4.2 Deflector Frame Bronze TY2182 - BB3, K =4.2 Diffuser Brass TY3183* - SD1, K =5.6 Rivet Brass TY3184* - SD2, K =5.6 t DuPont Registered Trademark TY3185* - SD3, K =5.6 TY3187* - HIP, K =5.6 Physical Characteristics TY3190 - AP, K =5.6 (Figure F) TY2190 - AP, K =4.2 Frame Brass Button Bronze *The "TY" prefix is a redesignation of Sealing Assembly the previous "C" prefix (e.g., TY4180 is Stainless Steel w/Teflont a redesignation for C4180). Bulb Glass (3 mm dia.) Compression Screw Brass Deflector Bronze t DuPont Registered Trademark Patents U.S.A. 5,669,449; patent pending TFP61O Page 5 of 28 Installati ∎ MEM IA WRENCH The Tyco® PeakTm Performance Mod- 4 . `1 FLATS 0.!II. els BBT"" SDT"" HIPT" , and APT"" LjJ "Specific Application Attic Sprinklers for Protecting Attics" must be installed 1 ENGAGE in accordance with the following in- SPRINKLER LI structions: J WIT WRENCH NOTES DO NOT JAW FLANGES Do not install any bulb type sprinkler if WRENCH the bulb is cracked or there is a loss of FIGURE G JAW FLANGE liquid from the bulb. With the sprinkler DO NOT GRASP DEFLECTOR USE END held horizontally, a small air bubble MARKED .►. "A" ONLY `- should be present. The diameter of the air bubble is approximately 1/16 inch FIGURE K (1,6 mm). I r i 4 , WRENCH ,% •11111W% W-TYPE 20 SPRINKLER A 1/2 inch NPT sprinkler joint should I I FLATS '' be obtained with a minimum to maxi- t� „�� WRENCH For use with HIP (K =5.6) mum torque range of 7 to 14 ft.lbs. (9,5 Sprinklers to 19,0 Nm). A 3/4 inch NPT sprinkler ENGAGE joint should be obtained with a mini- SPRINKLER mum to maximum torque range of 10 THREAD RELIEF ,111/'• / to 20 ft.lbs. (13,4 to 26,8 Nm). Higher J WITH WRENCH WRENCH levels of torque may distort the sprin- JAW FLANGES HEX kler inlet with consequent leakage or _ ∎ � impairment of the sprinkler. WRENCH JAW FLANGE APPLY Step 1. Sprinklers must be oriented USE END WRENCH TO correctly: MARKED ...... WRENCH HEX " A ” ONLY ONLY • Model BB Sprinklers are to be in- FIGURE H stalled in the upright vertical position � ADJUST with the flow arrows on the deflector W-TYPE 3 SPRINKLER O WRENCH JAW pointing down the two opposing WRENCH TO FIT WRENCH For use with BB (K =8.0) HEX slopes. Sprinklers \ rl • Model SD Sprinklers are to be in- stalled in the upright vertical position with the flow direction arrow on the FIGURE L deflector pointing down the slope. I /� \, � ADJUSTABLE WRENCH The Model HIP Sprinklers are to be I��I�� WRENCH For use with BB (K =5.6) & • p FLATS per El. SD (K =5.6) Sprinklers installed with the deflector at the top and with the sprinkler centerline per- pendicular to the ridge of the hip roof ENGAGE and with the flow direction arrows on SPRINKLER i the deflector pointing down the two THREAD RELIEF IA opposing slopes. (Unlike the Model J WITH WRENCH WRENCH BB and Model SD, the Model HIP is JAW FLANGES FLATS - W AL E installed at an angle so that its de- . flector is parallel with the slope of hip WRENCH ridge line.) USE END JAW FLANGE ENGAGE SPRINKLER • The Model AP Sprinklers are to be MARKED .►. 1 THREAD RELIEF installed in the upright position with " A" ONLY ` � / WITH WRENCH the deflector parallel to the roof FIGURE J JAW FLANGES slope. W -TYPE 6 SPRINKLER WRENCH Step 2. With pipe thread sealant ap- WRENCH USE END JAW FLANGE plied to the pipe threads, hand tighten For use with BB (K =4.2) MARKED .., the sprinkler into the sprinkler fitting. Sprinklers "A" ONLY With reference to Figure G, do not grasp the sprinkler by the deflector. FIGURE M W -TYPE 6 SPRINKLER Step 3. Wrench tighten the sprinkler WRENCH using only the wrenches shown in Fig- For use with AP (K =4.2 & 5.6) ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats Sprinklers or wrench hex, as applicable. Page 6 of 28 TFP61O As measured along the peak/ridge di- NOTES Design rection (Ref. Figure 4), 7 feet (2,1 m) Where the use of non - combustible in- from AP to Standard Spray Sprinklers. sulation is specified, verify with the C riteria In the slope direction (Ref. Figure 6) insulation manufacturer as to the non - 26 feet (7,9 m) from BB, SD, or HIP combustibility of the insulation. The Area Of Use: non - combustible insulation (e.g., fi- Sprinklers to AP Sprinklers or Stand- Roof structures, combustible and non- and Spray Sprinklers. berglass) may be faced or unfaced. combustible, including wood joist/raf- Where faced, the facing need not be ters and wood trussed attics, with a BB, SD, or HIP Deflector Installation non - combustible. The insulation is to ceiling below. Position Below Peak /Ridge or Deck: have a flame spread index of not more System Type for For roof pitches of 4:12 (33 %) to 12:12 than 25. BB, SD, HIP, or AP: (100%), 22 inches (558 mm) maxi- Verify chemical compatibility of the in- Wet using CPVC pipe. mum, 16 inches (406,4 mm) minimum sulation with BlazeMaster CPVC by Wet or dry using steel pipe. (Ref. Figures 2 and 5). consulting www.lubrizol.com. For roof pitches of 3:12 (25 %) up to • TFBP BlazeMaster CPVC may be NOTE 4:12 (33%) [only 4.2K Model BB], 12 used to supply the wet system ceil- Use of the 4.2 K sprinklers in dry pipe inches (304,8 mm) maximum below ing sprinklers on the floor below. systems is permitted by section the peak and a minimum of 1 inch There must be 6 inches (152,4 mm) 8.3.4.3 of NFPA 13 (2007 edition) (25,4 mm) below the bottom of top of non-combustible insulation cover - where piping is corrosion resistant or chord or solid wood rafter. ing the pipe extending 12 inches internally galvanized. AP Deflector Position and Roof (304,8 mm) on each side away from Hazard: Pitch: the centerline of the pipe, and the Light hazard. 1 to 3 inches (25,4 to 75,6 mm) below area above the CPVC must be pro - BB, SD, or HIP Allowable Roof Span the bottom of the top chord or bottom tected by Model BB, SD, HIP, or AP (Coverage) and Roof Pitch: of solid wood rafter, where the roof Sprinklers (Ref. Figure 9A). If the Refer to Table A for allowable roof pitch is 3:12 to 12:12 and the top chord pipe is located inside the ceiling spans and roof pitches, as well as for or solid wood rafter is nominal 12 inch joist, the joist channel must be cov- the associated minimum sprinkler (600 mm) or less. ered or filled with 6 inches (152,4 flows and pressures. Figures 1, 2, 11, BB or SD Deflector Installation Po- mm) of non - combustible insulation and 12 illustrate where the roof span is sition Above Scissor Truss on top of the pipe and the area to be measured. 18 inches (457,2 mm) minimum (Ref. above must be protected by BB, SD, Figure 5). HIP, or AP Sprinklers (Ref. Figure Coverage Beyond BB, SD or HIP 9B). Insulation is for fire protec- Allowable Roof Spans: BB, SD, or HIP Minimum Distance tion purposes. It is not freeze pro - Up to 10 feet (3,1 m) of coverage at the Away From Trusses: tection. BlazeMaster CPVC must eave(s) beyond the allowable roof Attic Sprinklers must be installed 6 be installed in accordance with the spans for BB, SD, or HIP Sprinklers inches (152,4 mm) from the face of BlazeMaster installation guide in- may be obtained by using a single row trusses (Ref. Figure 7). structions. of AP Sprinklers (Ref. Figures 14A, SD Distance From Shear Wall Or • With reference to Figure 19, TFBP 14B, and 15). Draft Curtain: BlazeMaster CPVC maybe used ex- BB, SD, HIP, or AP Minimum Dis- 4 to 6 inches (101,6 to 152,4 mm) from posed to supply wet system BB, SD, tance Between Sprinklers: face, and minimum 8 inches (203,2 or HIP Sprinklers where 4 feet (1,2 m) as measured along mm) above bottom of draft curtain branchline for BB and SD (Ref. Figure (Ref. Figure 2). * Risers are vertical and protected 3) ' Draft Curtains: by a BB, SD, or HIP Sprinkler lo- cated at a maximum lateral dis- 3 feet (0,9 m) as measured along Draft curtains installed to permit the tance of 12 inches (300 mm) from branch line for HIP (Ref. Figure 12). installation of Attic Sprinklers shall be the riser centerline. 7 feet (2,1 m) between AP Sprinklers. constructed so as to not allow heat to escape through or above the draft cur- BB, SD, or HIP Sprinklers are di- BB, SD, HIP, or AP Maximum Dis- tain. The draft curtain may be con- rectly mounted on the branchline. tance Between Sprinklers: structed of 1/2 inch (12,7 mm) ply- * BB, SD, or HIP Sprinklers are on 6 feet (1,8 m) on center along the wood. armovers and located at a maxi - branch line (Ref. Figure 3 and 12) for BB Or HIP Maximum Distance From mum lateral distance of 6 inches BB, SD, and HIP. The Center Line Of The Ridge: (150 mm) from the branchline For AP, the maximum spacing is 10 6 inches (152,4 mm) (Ref. Figure 8) centerline. feet (3,1 m) perpendicular to slope and with the deflector located 16 inches * BB, SD, or HIP Sprinklers are on 12 feet (3,6 m) parallel to slope. When (406,4 mm) to 22 inches (558,8 mm) vertical sprigs attached to the there is more than one row of AP from the peak. branchline. Sprinklers, the sprinklers must be Use Of UL Listed BlazeMaster CPVC staggered per Figure 20 - B - 3. Piping With "Specific Application * BB, SD, or HIP Sprinklers are on BB, SD, HIP, or AP Minimum Dis- Sprinklers For Protecting Attics" armover or angled sprigs, and lo- tance To AP Sprinklers or Standard (Wet Systems Only): Gated at a maximum lateral dis- Spray Sprinklers: TFPB BlazeMaster CPVC piping may tance of 6 inches (150 mm) from As measured along the peak/ridge di- be used in a combustible concealed the branchline centerline. rection (Ref. Figure 4), 6 feet (1,8 m) attic space requiring sprinklers when * A minimum lateral distance of 18 from BB, SD, and HIP to Standard installed in accordance with the follow- inches (450 mm) is maintained Spray Sprinklers. ing guidelines: between the CPVC pipe and a TFP61O Page 7 of 28 • • DRY PIPE SYSTEM ALLOWABLE MINIMUM MINIMUM MAXIMUM MODEL K SIN ROOF SPAN, (a)(b)(a) FLOW, PRESSURE, PITCH, a WATER Feet (m) GPM (Ipm) PSI (bar) Rise Over Run (%) DELIVERY TIME, Seconds BB1 8.0 TY4180 560 (18,3) 38 (144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 560 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8.0 TY4182 560 (18,3) 40 (152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (12,2) to 5 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 540 (12,2) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 5 _ 40 (12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 5 _40 (12,2) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) BB1 4.2 TY2180 5 _20 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) BB2 4.2 TY2181 520 (6,1) 13 (49) 9.6 (0,7) 7:12 (58) to Tess than 10:12 (83) 45 (d) BB3 4.2 TY2182 5_20 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to 5 540 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >30 (9,1) to 5 540 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >30 (9,1) to 5 540 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 >10 (3,0) to 530 (9,1) 25 (95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10 (3,0) to 530 (9,1) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10 (3,0) to 530 (9,1) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 _ (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 510 (3,0) 19 (72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 5 10 (3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to 528 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 TY3187 520 (6,1) 25 (95) 20.0 (1,4) 4:12 (33) to 12:12 (100) (c) Minimum 7 psi (0,48 bar) AP 5.6 TY3190 10 (3,1) x 12 (3,6) 3:12 (25)to 12:12 (100) 60 ( d ) See note (e) - Minimum 0.10 gpm/sq. ft. AP 4.2 TY2190 (4,1 mm /min.) Design Density 3:12 (25) to 12:12 (100) 60 (d) NOTES: (a) The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. (b) The HIP roof span is measured horizontally as shown in Figure 12. (c) Refer to 2007 edition of NFPA 13, Section 7.2.3. (d) Maximum water delivery time for all size of systems. (e) The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" heat producing device such as within 12 inches (0,3 m) of the AP * A minimum 6 inches (152,4 mm) heat pumps, fan motors, lights, Sprinkler, and pipe hangers are deep of non - combustible insula- and heat lamps. provided using the CPVC hanger tion extending 12 inches (304,8 • TFBP BlazeMaster CPVC may be support for horizontal pipe runs. mm) on each side away from the used exposed to provide wet sys- * Vertical sprigs have a maximum centerline of the CPVC branchline tem, vertical or angled, sprigs to AP exposed length of 10 feet (3,05 feeding the AP sprigs (Ref. Fig - Sprinklers (Ref. Figures 17A and m), the AP Sprinkler is located at ures 17A). If the CPVC branchline 17B) where a maximum lateral distance of 12 is located inside the ceiling joist, inches (300 mm) from the sprig the joist channel must be covered * The exposed portion of an angled centerline, and the sprig is sup- or filled with a minimum of 6 sprig is a maximum length of 3 feet inches (152,4 mm) deep of non - (0,9 m), the sprig is supported ported at the swing joint to the AP combustible insulation on top of Sprinkler. Page 8 of 28 TFP61O - the branchline supplying the AP no case can the span exceed 60 feet K- factor, BB Sprinklers to reduce the sprigs (Ref. Figure 17B). Insula- (18,3 m) without the use of additional pressure required. If pressure is not tion is for fire protection pur- Model AP Sprinklers or Standard Spray a concern, use the 5.6 K- factor, BB poses. It is not freeze protec- Sprinklers. Sprinklers to minimize over dis- tion. Additional depth of charge. non - combustible insulation may • Coverage area for the SD (Single be added to reduce the exposed Directional) Sprinklers is the dis- • If less than 20 feet (6,1 m) is re- length of the AP sprigs. tance along the branchline multi- quired, use the 4.2 K- factor, Back to plied by the distance of the throw Back Dual Directional to minimize * A minimum lateral distance of 18 down the slope. Regardless of the pressure and flow requirements inches (450 mm) is maintained be- throw, the maximum distance along .Determine the distance along the tween the CPVC pipe and a heat the branchline is 6 feet (1,8 m), the slope. If the distance is not equal, producing device such as heat maximum throw, measured horizon- use the longer side. Multiply the pumps, fan motors, lights and heat tally is 40 feet (12,2 m), and the longer side by two to determine the lamps. maximum coverage per sprinkler is 400 ft (37,2 m2). spacing down the slope. Four hun- Mismatched Slopes: dred divided by this value will deter - For mismatched slopes refer to Figure • Coverage area for the HIP Sprin- mine the maximum spacing along 10. kiers is the distance down the larger the ridge. The maximum distance is Obstructions: slope multiplied by two, then multi- 6 feet (1,8 m). For example, a 12:12 For BB, SD, and HIP, refer to Figure plied by the distance between the slope at the maximum span of 60 16. For AP Sprinklers, refer to Figure sprinklers as measured along the feet (18,3 m) will produce a slope 18. BB, SD, HIP, and AP Sprinklers slope of the hip. length of approximately 42.5 feet (13,0 m). That number multiplied by may be installed directly on maximum • Coverage area for the AP (Attic two produces 2 -1/2 inch NPS (DN65) branchlines Plus) Sprinklers is the distance f5 m) throw. Four without the need for sprigs. See the along the branchline multiplied by maxi mum divided r ivideed d b by hundred r an 85 feet , 2007 edition of NFPA 13, 8.8.5.2 for the distance between the branchli- maximum a a square n 85 5 feet eet (259 ,9 requirements when installed on pipe nes. The maximum spacing is 10 m) throw only allows a 4 feet - 8 greater than 2 -1/2 inch NPS (DN65). feet (3,1 m) perpendicular to the inches maximum along the slope and 12 feet (3,6 m) parallel to ridge. Using the m maximuhm spacing, Hydraulic Requirements: slope, and as measured on the space the sprinklers along the ridge. For hydraulic requirements refer to slope. When there is more than one • Avoid obstructions as shown in Fig - Figure 20. row of AP Sprinklers, the sprinklers ure 16. If necessary, add Model AP To Determine The Correct Flow And must be staggered per Figure 20 -B- Sprinklers or Standard Spray Sprin- Pressure: 3. The maximum spacing per sprin- kiers to maintain coverage around For BB, SD, or HIP Sprinklers, deter- kler is 120 ft (11,1 m obstructions. mine the roof span (measured horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- • For SD Sprinklers tion of the flow and pressure shown. Design (Single Directional) Round all cases to the next higher spacing. For example, a 45 feet (13,7 G uidelines • Determine the throw needed. m) span with the BB1 (K =8.0) would be calculated at the 60 feet (18,3 m) span. To design a project with attic sprinklers • As the 400 ft (37,2 m is not a For the AP Sprinklers, the minimum use these steps as a guideline: factor with the SD Sprinklers, the P maximum spacing is 6 feet (1,8 m) design pressure is 7 psi, and the mini- and the minimum is 4 feet (1,2 m) mum design density is 0.10 gpm /ft • Determine if Model BB, SD, or HIP (Ref. Figures 2 &11). (400 ft is not (4,1 mm /min). The NFPA 13, 20 psi Sprinkler is needed. an issue with the single directional (1,4 bar) minimum operating pressure • Determine if the roof slope is be- because at its maximum spacing of for Standard Spray Sprinkler spacings tween 3:12 to 12:12. If more than 6 foot (1,8 m) on center /covering 40 parallel to the ridge that are above 8 one slope is being used on a project, feet (12,2 m) flat / a 12:12 slope / and feet (2,4 m) does not apply to the AP. select the correct sprinkler for each the discharge being 56.5 feet (17,2 Coverage Area: area. m), the 400 ft (37,2 m2) maximum would not be exceeded.) • Coverage area for BB (Back to • Follow the guidelines for each type Back) Sprinklers is determined by of sprinkler. • Avoid obstructions as shown in Fig - twice the distance of the furthest ure 16. If necessary, add Model AP throw measured along the slope, • Calculate the sprinkler system in ac- Sprinklers or Standard Spray Sprin- multiplied by the distance along the cordance with the appropriate flow kiers to maintain coverage around branchline (maximum distance and pressure information provided obstructions. along branchline is 6 feet (1,8 m) in Table A, as well as Figure 20. regardless of the length of the There is no interpolation of the flows throw). and pressures shown on the chart. For HIP Sprinklers • Verify framing direction is perpen- NOTE For BB Sprinklers dicular to outside wall (Ref. Figure The distance along the branchline may (Back to Back Dual Directional). 12). If not, protect that area with AP have to be reduced to less than the Sprinklers or Standard Spray Sprin- maximum of 6 feet (1,8 m) to remain • Determine the throw needed (see kiers (Ref. Figure 13) under 400 ft (37,2 m maximum de- spacing requirements in Table A). If pending on the slope and the span. In over 20 feet (6,1 m) and up to 60 feet • From the intersection of the top of (18,3 m) is required, use the 8.0 the hip and the ridge, the maximum TFP61O Page 9 of 28 - distance down the slope of the hip is placed. Also, replace any sprinkler that The foregoing warranty is made in lieu - 3 feet (0,9 m). Start the layout with has a cracked bulb or that has lost of any and all other warranties. ex- the first sprinkler as close to that liquid from its bulb. (Ref. Installation press or implied. including warranties point as possible, but no further, Section). of merchantability and fitness for a while staying 6 inches (152,4 mm) The owner is responsible for the in- particular purpose, away from the face of the trusses. spection, testing, and maintenance of This limited warranty sets forth the ex- Remember the slope of the hip is not their fire protection system and de- clusive remedy for claims based on equal to the slope of the roof from vices in compliance with this docu- failure of or defect in products, materi- the ridge to the outside wall. Con- ment, as well as with the applicable als or components, whether the claim tinue to space sprinklers down the standards of the National Fire Protec- is made in contract, tort, strict liability hip at a maximum of 6 feet (1,8 m) tion Association (e.g., NFPA 25), in or any other legal theory. on center as measured along the addition to the standards of any other slope of the hip. When the bottom of authorities having jurisdiction. The in- This warranty will apply to the full ex- the hip is reached, the last sprinkler tent permitted by law. The invalidity, in must be within 7 -1/2 feet (2,3 m) of stalling contractor or sprinkler ma whole or part, of any portion of this the outside wall as measured flat facturer should be contacted relative warranty will not affect the remainder. (plan view). If this pipe is "cut to fit ", to any questions. the different slopes of the hip and the Automatic sprinkler systems should be Ordering roof, as well as distances measured inspected, tested, and maintained by a along the slope verses horizontal in qualified Inspection Service in accord- Procedure plan view, must be accounted for. ance with local requirements and /or • Avoid obstructions as shown in Fig- national codes. 9 Contact your local distributor for avail - ure 16. If necessary, add Model AP ability. Sprinklers or Standard Spray Sprin- L klers to maintain coverage around Sprinkler Assemblies with NPT obstructions. Warranty Thread Connections: Specify: Model (specify), K- factor Care and Products manufactured by Tyco Fire & (specify), SIN (specify), SpecificAppli- Building Products (TFBP) are war- cation Attic Sprinkler, P/N (specify). Maintenance ranted solely to the original Buyer for K- ten (10) years against defects in mate- BB1 ( = 0 ) , rial and workmanship when paid for TY4180 P/N 51- 623 -1 -200 The Tyco® PeakTm Performance Mod- and properly installed and maintained BB2 (K =8.0), P P Y els BBT"", SDT"", HIP' , and APT"" Tv4181 P/N 51- 621 -1 -200 "Specific Application Sprinklers for under normal use and service. This BB3 (K =8.0), "Specific Attics" Application Sprinklers maintained warranty will expire ten (10) years TY4182 P/N 51- 622 -1 -200 from date of shipment by TFBP. No and serviced in accordance with the warranty is given for products or com- BB1 (K =5.6), following instructions: ponents manufactured by companies TY3180 P/N 50- 601 -1 -212 P Y P BB2 (K =5.6), NOTE not affiliated by ownership with TFBP TY3181 P/N 50- 602 -1 -212 Before closin a rotection s stem or for products and components which BB3 (K =5.6), 9 p y have been subject to misuse, improper TY3182 P/N 50- 603 -1 -212 main control valve for maintenance installation, corrosion, or which have work on the fire protection system that BB1 (K =4.2), it controls, permission to shut down the not been installed, maintained, modi- TY2180 P/N 50- 620 -1 -200 affected fire protection systems must fied or repaired in accordance with ap- BB2 (K =4.2), p y plicable Standards of the National Fire TY2181 P/N 50- 621 -1 -200 be obtained from the proper authori- Protection Association, and /or the BB3 (K =4.2), ties and all personnel who may be standards of any other Authorities TY2182 P/N 50- 622 -1 -200 affected by this action must be notified. Having Jurisdiction. Materials found SD1 (K =5.6), Sprinklers that are found to be leaking by TFBP to be defective shall be either TY3183 P/N 50- 611 -1 -212 or exhibiting visible signs of corrosion repaired or replaced, at TFBP's sole SD2 (K =5.6), must be replaced. option. TFBP neither assumes, nor TY31 P/N 50- 612 -1 -212 authorizes any to for it, SD3 (K=5 1 .6), g p erson o assume TY31 Automatic sprinklers must never be 85 P/N 50- 613 -1 -212 painted, plated, coated, or otherwise any other obligation in connection with P P the sale of products or parts of prod- HIP (K =5.6). altered after leaving the factory. Modi- ucts. TFBP shall not be responsible for TY3187 P/N 51- 620 -1 -200 fied sprinklers must be replaced. sprinkler system design errors or inac- AP (K =5.6). Over - heated solder type sprinklers curate or incomplete information sup - TY3190 P/N 50- 625 -1 -200 must be replaced. Bulb -type sprinklers plied by Buyer or Buyer's repre- AP (K =4.2), that have been exposed to corrosive sentatives. TY2190 P/N 50- 624 -1 -200 products of combustion, but have not In no event shall TFBP be liable, in operated, should be replaced if they contract, tort, strict liability or under Sprinkler Wrench: cannot be completely cleaned by wip- any other legal theory, for incidental, Specify: W -Type 3 Sprinkler Wrench, ing the sprinkler with a cloth or by indirect, special or consequential dam- P/N 56- 895 -1 -001. brushing it with a soft bristle brush. ages, including but not limited to labor Care must be exercised to avoid dam- charges, regardless of whether TFBP Specify: W -Type 20 Sprinkler Wrench, age to the sprinklers - before, during, was informed about the possibility of P/N 56- 000 -1 -106. and after installation. Sprinklers dam- such damages, and in no event shall Specify: W -Type 6 Sprinkler Wrench, aged by dropping, striking, wrench TFBP's liability exceed an amount P/N 56- 000 -6 -387. twist/slippage, or the like, must be re- equal to the sales price. Page 10 of 28 TFP610 ROOF SPAN 6" (152,4 mm) MAX. ROOF SPAN (COVERAGE) 4" (101,6 mm) MIN. DECK (COVERAGE) SEE FIG. 11 1 FROM WALL r STANDARD BACK TO BACK / � ` I SPRAY SPRINKLER STANDARD SPRINKLER S I TRUSS SCISSOR �, S INGLE SPRINKLERS DIRECTIONAL 12 TRUSS 4 -12 SEE _ 22" (558,8 mm) MAX. FIG. 11 • 16" (406,4 mm) MIN. BOTTOM OF SHEATHING DRAFT ` itz / CURTAIN 8" MIN. / \ FULL WALL TO DECK TO DECK (203,2 mm) FIGURE 1 FIGURE 2 _ 6' -0" (1,83 m) MAXIMUM _ 7' -0" (2,1 m) MIN. FOR AP SPRINKLERS 4' -0" (1,22 m) MINIMUM 6' -0" (1,8 m) MINIMUM FOR - STANDARD SPRAY SPRINKLERS II II II 11 \ II II II II II \ II I I BB OR SD ATTIC 11 I I I I AP OR STANDARD II ATTIC I I I I 11 RIDGE II II RIDGE SPRINKLERS SPRAY SPRINKLER SPRINKLER II II it II II II „ II II _ II ¢—� Dui u1 II 1 II 11 11 11 11 BRANCH BRANCH LINE LINE TRUSS —I CEILING TRUSS —I CEILING 11 a 11 11 / 11 a 11 11 11 / u FIGURE 3 FIGURE 4 22" (558,8 mm) MAX. BB, SD, OR HIP ATTIC BB, SD OR HIP 16" (406,4 mm) MIN. SPRINKLER ATTIC -OR- STANDARD SPRINKLER FORA ROOF PITCH . Sp TRUSS 18" MIN. LESS THAN 4:12 (33 %), — (457,2 mm) 26' -0" (7,92 m) �` AP OR 12" (304,8 mm) MAXIMUM i MINIMUM STANDARD BELOW PEAK AND 1" •/.\ •, SPRAY SPR INKLERS (25,4 mm) MINIMUM /, BELOW BOTTOM OF IE TOP CHORD OR RAFTER • i \ SC ISSOR T RU SS de/A --- ,-- \ \ i / - FIGURE 5 FIGURE 6 6" (152,4 mm) y r 6" (152,4 mm) MINIMUM MAXIMUM BB OR HIP I I 11 I I 11 11 ATTIC I I BB, SD, OR HIP I I \ I I All \` SPRINKLER II SPRINKLER 11 RIDGE II II II II II r 1 ' 1 i 1 22" (558,8 mm) MAX. a 1/11 16" (406,4 mm) MIN. BRANCH BOTTOM OF SHEATHING LINE TRUSS 1 CEILING A iht I u u 1 I / ii FIGURE 7 FIGURE 8 TFP61O Page 11 of 28 12" MIN. - - 12" MIN. NON - COMBUSTIBLE INSULATION ATTIC ATTIC r(304,8 mm) f (304,8 mm) FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER SPRINKLER NOT FREEZE PROTECTION PROTECTED '• 1 r � " ■ ■ 1 OPTION A OPTION B SPACE PROTECTED SPACE '.••.• (152,4 ,4 mm) ) 1 1 NIA:IrliMillii 11. . A. A A. Ai .. . A A A.IIA A. 152,4 mm ,•. ••'�., ',••/ - I I A 6" MIN. NON - COMBUSTIBLE (152,4 mm) .J • JOIST CEILING INSULATION FOR FIRE —.: + / ' PROTECTION OF CPVC sa CPVC PIPE CEILING PIPE, NOT FREEZE CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER PROTECTION & FITTINGS SPRINKLER CEILING FIGURE 9A FIGURE 9B SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN / 8" MIN. FIGURE 10 (SHOWN) ` 203,2 mm ) OR FULL WALL ( Permitted Use Of Attic Sprinklers TO ROOF DECK 1 . ,` ; :/. For Mismatched Slopes VAL la A WHEN ANGLE "A" DOES 11\ NOT EQUAL ANGLE "B" AP AP OR STANDARD OR STANDARD SPRAY SPRINKLER SPRAY SPRINKLER COVERAGE ON COVERAGE ON SLOPE SLOPE BB, SD, OR HIP BB, SD, OR HIP - - - N — COVERAGE ON COVERAGE ON HORIZONTAL HORIZONTAL MAXIMUM 1" (25 mm) VENT PERMITTED TOP OF INSULATION ROOF JOIST � Tr , 4.4.4 rto OR TOP CHORD , 4 . \. . CEILING NON - COMBUSTIBLE ROOF JOIST JOIST INSULATION OR TOP CHORD FIGURE 11 Coverage Starting Point At Eave Page 12 of 28 TFP610 T -6" (2,3 m) MAX. HORIZONTAL FIGURE 12 . I SEE FIG. 11 I 11 1 Hip Roof Installation - I I I With Rafters Framed HIP SPRINKLERS -- j j BACK Perpendicular To PROTECT AREA ON - - -- 1 TO BACK Outside Wall BOTH SIDES OF --t - -- SPRINKLERS (Shown With HIP HIP RIDGE - Sprinklers Protecting RAFTERS IN HIP SLOPE __ } Hip Slope & Adjacent AREA PERPENDICULAR -- HIP - -- Areas To Hip Slope) TO OUTSIDE WALL �- SLOPE - -- aI ROOF \ 1 1 1 ` SLOPE 1 OUTSIDE —r 1 I I RIDGE LINE MAXIMUM WALL - - - -- 1 1 1 28' 0" (8,5 m) I I 1 I HORIZONTAL HIP 1 1 1 1 I II RIDGES - - - I 1 1 1 I I I I I I I I I I I I 1 I (SEE FIG. 11 I 6' -0" (1,8 m) MAX. 3' -0" (0,9 m) 3' -0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE • FIGURE 13A 6' -0" (1,8 m) MAX. --- --"- — -- 6' -0" (1,8 m) MAX. Hip Roof Installation ..1.:.:t.:.:4.:.:4.: :+:.:4 s::•J: :.:t :.:t 4.:.:+: :.1.:. STANDARD SPRAY • . With Trusses Framed ::::t::::)::::):: ::1:::::( F:; ::1 :::1: ::: : ::3 3 :::1: ::C: SPRINKLERS INSTALLED I • ::4.:A:; ::.1..;:4 1 ; :1 : : : ; 1:::1 f f : ;1:; ::I Parallel To Outside .Wall PER NFPA 13 IN HIP SLOPE 1. 1; f 5:i:::1:::::1:::::1:::::1 • 1:::1::::F BACK (Shown With Standard Spray AREA WHEN TRUSSES 1' ••:1;::;1 (: 1 3::: 1;; ;:1;:: TO BACK Or AP Sprinklers In Hip Slope) • ARE FRAMED PARALLEL 1 I ''' 1:: ::1 :: :1::::1:;: :1 1;;:1::1:: SPRINKLERS , TO OUTSIDE WALL I 1 • :: :: :t 3: :: :1:::::I: ::;I: ;::F 1:::::1::::K: TRUSSES IN HIP SLOPE AREA 1 1 1:::::1::::'.1:::::r::::1 : : ::: ;; 3. .1 ; .� WHEREIN AREA PARALLEL TO OUTSIDE WALL HIP I ::I :1:: ;::I: 1: : :::1:; • . (SHOWN NON - SHADED) F SLOPE :I : ;: 1 {� } : ; : .I.`.I ROOF IS PROTECTED 1 I \SLOPE WITH AP SPRINKLERS, 1 1 1 ...' CPVC MAY BE OUTSIDE WALL 1 I Ill „f,:;:; . t:;:' 1 :;;.1::::x MAXIMUM I : t:: ::; i•.” . •1;: ; : ; 5: ; : ; 1.':1: ::::I:::t :: RIDGE LINE USED FOR CEILING 40' -0" (12,2 m) SINGLE PROTECTION BELOW •:•'�1i: 3::1:: 1: ;:..i•;:} . :;:t:::; •:::I;:; 1;:; HORIZONTAL DIRECTIONAL :1::�;�1::�:�5:�;�5:�: �:�:I:�:. • .:�: ; :•.• ; 3' -0" (0,9 m) - (SEE PAGE 6) ROOF SPAN SPRINKLERS 1::: :1:::::1 ::t:: ::1: ::1::::1:: :: f:.•f :: :1:::::1:. " . MAX. ON (COVERAGE) : :;1 : :;$ ::3. - :1:::a:::t::i:`1::::1' :1;:: HIP SLOPE HIP RIDGES ...::::4'1:::::1:::::t::::3..-):::::1:::::1;.::::4.:1:::1' ...-:::1::::1:: :::5::: f:: :1:::::1:::::1::::}:::..'''., 3' -0" (0,9 m) MAX. ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY • - HIP SLOPE . •POR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B Hip Roof Installation STANDARD SPRAY F 6' -0" (1,8 m) MAX. With Trusses Framed SPRINKLERS INSTALLED Parallel To Outside Wall 1 1 1 1 1 1: ;'1:':'1':`'1 1 ::::i;::: : PER NFPA 13 IN HIP SLOPE � 1 1 a 1::::T::::1.::::1 3:::::1:: ::I::: (Shown With Standard Spray AREA WHEN TRUSSES I 1 1 1 1 :::1:: : ::1 :: VA: T.: Or AP Sprinklers In Hip Slope ARE FRAMED PARALLEL --------L 1 I 1 1:::::1:::::1::::; 1;;:1::::1::: BACK & Adjacent Areas To Hip Slope) T O OUTSIDE WALL T 1 1. 1:::: ::1: : 3 1::: ::I: TO BACK P a P ) I 1 I • 1::::1::::;1:::::5 1:::::(::::k:: SPRINKLERS I I 1: ::1.`:::1::::1 1:::1:::1:= TRUSSES IN HIP SLOPE AREA 1 1 M 1 :: ::1 ::::1 :3 1:::;1;:::1•.:; 1 PARALLEL TO OUTSIDE WALL —'-1 HIP 1:::::1:::::1:: ::1 1:::I:::: ". OUTSIDE WALL r SLOPE le ;141::::10):::::1:04::: ::: : SLOPE 111 :::::;:: WHERE AN AREA 1 • 1:::1 :::1::3::::1::::1::::1::: (SHOWN NON - SHADED) ' -}- 1: 1 ::::;1:::::1::::1:: ;: RIDGE LINE IS PROTECTED ! I• 1:;: ::1:::1::;:;1:;1: :: ::1: ::;:1: :: WITH AP SPRINKLERS, I. 1 1' x'1::'1': :'3::'3:`'1:':':1': CPVC MAY BE 1 1::1 :::::1:::::5:;:;1::;1:;:;:1:;: 1 I 1: 1;::::1:::::1::::1::::1::::1::: USED FOR CEILING T 1 1 1:::::1::: %'3:: PROTECTION BELOW 1 1 1 1 1 1:•:•:I:•:•:r: i•:•.t•:•:•1•:•:•1•:• (SEE PAGE 6) CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP61O Page 13 of 28 • "Coverage Beyond BB, SD, or HIP Allowable Roof Spans A. For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). B. Where SD Sprinklers are used (Ref. Figure 14B), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). C. Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for attics over 80 feet (24,4 m) wide. SEE FIG 11 I - I SEE FIG. 11 I SD SPAN (TABLE A) _ BB SPAN _ I I I (TABLE A) AP 10' -0" MAX. SPRINKLERS 10' -0" MAX. (3,05 m) BB ATTIC SPACED (3,05 m) AP 6'-0" SPRINKLER 8' -0" (2,4 m) AP SPRINKLER 6 ' -0 " SD ATTIC SPRINKLER (1,83 m) ` TO COVERAGE (1,83 m) SPRINKLER COVERAGE MAX 7'-0" (1,8 m) MAX. ON CENTER ? A4 6' -0" MAX. i AP 6' 0" MAX. (1,83 m) SPRINKLERS 4' -0" MIN. SPACED A (1,83 m) (1,22 m) 8' -0" (2,4 m) 4' 0" MIN. TO I /� \ (1,22 m) I Atik iim 7' -0" O m) ON CENTER FIGURE 14A - BB w/ AP SPRINKLERS FIGURE 14B - SD w/ AP SPRINKLERS 10' -0" HIP BACK (3,0 m) F SPRINKLERS TO BACK SPRINKLERS HIP •: t:::.:::a:: : : : I• ::I• :• :•1::•1::• :I :• :. :t : - t t ::'::I' .1 - :: RIDGES - : :::V 1 :- 3::3i:I :: 10' -0" :•:• :•: :::::: i::: :: :: :: :: : 3,0 m) AP .; , •. I- f:: f:::: �::: 1-:::: k:- ::3::::3:::::::I::::f.:: RIDGE SPRINKLERS - :- .''• ::t: : : :t : :1 : : : : :I: : :F : : :;1 : : f: : : : : : : :I :: :1 :: AT THE EAVES :- - ': 4 : : 4: : : :) : : : ::I :: :h.: :(: : ::f:: ::1 : ::1 ::*:: LINE T: • • rrrnrewrr: "1::::1:::::t::::3::::5::: :1:::::1:::::k:: t PERIMETER �.: :;:.•: HIP . # ! ' ## ROOF PROTECTION '.''•.'•'` • 1?. : .$ LOP .. ? . SLOPE AREA =. -:.: ' 7.l -: :: 1: ::::t:: : f : : i::: :1 :: :I ::: t:: 1 P:w +ti•:- vw w-:-i� • 3::: 1:• :• :k•: :t• :• :f•: :•1• :•:1• :• :•t:• 1 BB :. : :: • :•::::•:•::; : :f : : 1- ::1-::: -k:- 3 :- : :3 : :: I : :: I :: :: :f :: ww ! SPAN :...'''' '.. ':• 3':3:- : - ) - - I - ::I:- f ::f *:11::::x:: (TABLE A) - - : -: i - • : : :1 '' 1 II :: -f::::3 - :::1: -:-:1 : -: -: : : :1 :.• :::-F : :t : :t : :: I • : :1 : : :t : : : :k : : : : :1 : : : : :1 : : : : :t 10' -0" ... :1 :: : :1 :: ::flIFf :: is ::I.ft- :t : : : :1�:I : :: I-::::t :: • :t : : : :k : : I• :: t :• :•f :•: f : :1•; ::t::::1::::1:; :4:::::i:::::1::: (3,0 m) CPVC PIPE MAY BE USED IN SHADED 7' -0" to 8' -0" AREA FOR CEILING y f (2,1 m TO 2,4 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 - HIP w/ AP SPRINKLERS Page 14 of 28 TFP61O - BB ATTIC BB ATTIC 3-1/2" MIN. SPRINKLER ANY SPRINKLER (88,9 mm) 36" MIN. DISTANCE AIR SPACE t (914,4 mm NO \ GREATER / ADDITIONAL 6" MAX. THAN 6" • SPRINKLER A\` /.\` (152,4 mm) (152,4 mm) REQUIRED ADDITIONAL AP ♦ ♦ OR ST �' \ \ - / -`_ ■i' �\* SPRINKLER REANDARD QSPUIRED Y _AA Y/111y/ Akio" (LOCATE PER FIGURE 14A OR 14B) FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. BB ATTIC Dimension A Distance B SPRINKLER Additional • Maximum Minimum Sprinkler 6" (152,4 mm) 36" (914,4 mm) Horizontal Horizontal Required MINIMUM MINIMUM Beyond NO ` Dimension of Distance to ADDITION//A\ • Obstruction Obstruction Obstruction SPRINKL REQUIR M All Vertical Obstructions < 6" (152,4 mm) YES ® 1/2 " -1" (12,7 mm -25,4 mm) 6" (152,4 mm) NO Ai\ [...._4'-0" (1,2 m) 1 "-4" (25,4 mm -101,6 mm) 12" (304,8 mm) NO MAXIMUM 4 " -8" (101,4 mm -203,2 mm) 24" (609,6 mm) NO 8 " -10" (203,2 mm -254,0 mm) 5' -0" (1,52 m) NO FIGURE 16C 10 " -20" (254,0 mm -508,0 mm) 10' -0" (3,05 m) NO LESS THAN BB ATTIC 20 " -30" (508,0 mm -762,0 mm) 15' -0" (4,57 m) NO 6" (152,4 mm) SPRINKLER 30 " -40" (762,0 mm- 1016,0 mm) 20' -0" (6,10 m) NO 36" (914,4 mm) ADDITIONAL AP MINIMUM 4(r-48" (1016,0 mm- 1219,2 mm) 25 (7,62 m) NO OR STANDARD SPRAY SPRINKLER(S) ` > 48" (1219,2 mm) Any Distance YES REQUIRED (LOCATE /.`` PER FIGURE ril 14A OR 14B) i / .% • GREATER THAN DIMENSION A / \ 4' -0" (1,2 m) PER TABLE DIMENSION B / FIGURE 16D PER TABLE ADDITIONAL AP If the Horizontal Obstruction is below the sprinkler, there must OR STANDARD SPRAY be 6 inches (152,4 mm) clearance over the top of the obstruction, SPRINKLER REQUIRED and the obstruction must be 4 feet (1,2 m) or less in width to allow ` I (LOCATE PER FIGURE water to pass both over and under the obstruction. The clearance • lis 14A OR 148) is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in FIGURE 16E width, a sprinkler must be added below the obstruction. Refer- ence Figures 16C and 16D, where the maximum spacing for AP For Vertical Obstructions, the maximum dimension of the ob- Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 struction is its width and the horizontal distance away from the feet (4,6 m). obstruction is measured horizontally. FIGURE 16 - PART 1 of 2 - OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) TFP61O Page 15 of 28 FIGURE 16F FIGURE 16G Area Outside Of Mechanical Space Piggyback Or Similar Compartmented Space Trusses When a BB Sprinkler is 36 inches (914,4 mm) or greater When a BB Sprinkler can be installed below or between above the space, and 36 inches (914,4 mm) or greater stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 clearance above the space is present, additional sprin- mm) distance to the peak, as well as the "V" and "H" klers are not needed. clearance to the stiffeners, additional sprinklers are not When a BB Sprinkler is a 36 inches (914,4 mm) or greater required. above the space, and a 12 to 36 inches (304,8 mm to When the stiffeners are located a minimum of 12 inches 914,4 mm) clearance above the space is present, Inter- (304,8 mm) below the BB Sprinkler, the stiffeners are mediate Level Standard Sprinklers are to be installed to 7 -1/2 inches (190,5 mm) maximum in width, the openings protect the obstructed area. are 12 inches (304,8 mm) minimum, and there is 70% Otherwise, the area beyond the mechanical space is to be minimum open area, additional sprinklers are not re- protected as shown by installing Standard Spray Sprin- quired. klers as necessary — OR — by constructing a shear wall Otherwise, additional sprinklers are required as shown. and installing SD Sprinklers. NOTE: In all cases, the mechanical space or similar r v" H compartmented space is to be sprinklered per its t v BB1 BB2 BB3 respective hazard rating and separated from the light ® o" o" o" o" hazard attic space by construction that has a fire 1 " v >o" V + 15" V + 10" V + 8" resistance rating based on the water supply duration required for the hazard rating within the mechanical BOTTOM STIFFENERS space or similar compartmented space. PLANE OF STIFFENERS 1 BB ATTIC 22" MAX. SPRINKLER "V" - \ A_ 2 2( 558,8 mm ) ..... 16 "(406,4 mm) MIN. 36" (914,4 mm) — — — " OR GREATER :\ v IM /4 � NO / ADDITIONAL 36" (914,4 mm) SPRINKLERS OR GREATER / REQUIRED /. X.. . TOP OF BB ATTIC AP OR STANDARD MECHANICAL DEFLECTOR SPRINKLER SPRAY SPRINKLER SPACE BB ATTIC 70 %MINIMUM 4" (101,6 mm) TO SPRINKLER ,` OPEN AREA 6" (152,4 mm) TYP. STIFFENERS / N. 12 "(304,8 mm) TO 36 "(914,4 mm) 3 -1/2" MIN. 12" MIN. 36" (914,4 mm) \ OR GREATER (88,9 mm) Ak ` (304,8 mm) INTERMEDIATE . AIR SPACE LEVEL BB ATTIC STANDARD SPRAY SPRINKLER / '■ \ SPRINKLERS N T/ 8 a 7-1/2" MAX. 12" MIN. AP OR STANDARD (MECHANICAL 4" (101,6 mm) TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER SPACE 6" (152,4 mm) TYP. (' BB ATTIC LESS THAN SPRINKLER OR 70% OPEN AREA, BB ATTIC SPRINKLER STANDARD SPRAY OPENINGS LESS THAN AP OR STANDARD SPRINKLER 12" (304,8 mm) WIDE, SPRAY SPRINKLER OR STIFFENERS LESS THAN INTERMEDIATE GREATER THAN 12" (304,8 mm) • LEVEL /I° 7 -1/2" (190,5 mm) STANDARD WIDE SPRINKLER .. 1 inii f • MECHANICAL SPACE • i v PROTECT WITH ADD SHEAR WALL AND SINGLE INSTALL SINGLE STANDARD SPRAY MN PROTECT WITH SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLERS DIRECTIONAL SPRINKLERS SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 — PART 2 of 2 — OBSTRUCTIONS TO WATER DISTRIBUTION — BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) ,Page 16 of 28 TFP61O • 0" MAX.' AP AP (0,9 m) ■i; SPRINKLER SPRINKLER AP AP FIGURE 17A it SPRIG SPRIG MAX. 6" MIN EXPOSED CPVC 10'-0" m) . (3,0 m) 6" MIN. WITH AP SPRINKLERS JOIST (152,4 mm) JOIST - (152,4 mm) AND '. . rol 7' . ` ■ v '. . . . ■ ` . BRANCHLINE OVER JOISTS •••�. t • � . • • ♦•❖•,,, � • � , . •.. 1_..._ 12" MIN. _ I 12" MIN. _ ., 12" MIN. _ I 12" MIN. _ j (304,8 mm) / (304,8 mm) (304,8 mm) / (304,8 mm) NON - COMBUSTIBLE 1 NON- COMBUSTIBLE \ INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B FIGURE 17B EXPOSED CPVC WITH AP 3' -0" MAX. AP AP SPRINKLERS i ( m) SPRINKLER _ SPRINKLER AND BRANCHLINE WTHIN A AP i 10' -0" MAX. 1d AP JOISTS SPRIG (3,0 m) 1 SPRIG Allit A. A • IlL A A. A. A. il _ _ _e.. II JOIST IIiIb JOIST 6" MIN. NON - COMBUSTIBLE 6" MIN. NON - COMBUSTIBLE (152,4 mm) INSULATION FOR FIRE (152,4 mm) INSULATION FOR FIRE PROTECTION OF CPVC PROTECTION OF CPVC PIPE, NOT FREEZE PIPE, NOT FREEZE CEILING PROTECTION CEILING PROTECTION OPTION A OPTION B OBSTRUCTION //�� OBSTRUCTION AP FIGURE 18 k__ \ A � q L ` SPRINKLER N Ill OBSTRUCTIONS TO WATER C � AP C DISTRIBUTION FOR D SPRINKLER \ \\ MODEL AP SPRINKLERS A?3C or 3D A <_24" (609,6 mm) D A (Use dimension C or D, whichever is greater) ELEVATION VIEW PLAN VIEW Minimum Horizontal Distance Vertical Distance (A) Below Deflector (B) 56 " 3 " (5152,4 mm) (76,2 mm) A >6" to 9' 4" ( >152,4 to 228,6 mm) (101,6 mm) B >9 " to 12" (88,9 mm) T ( >228,6 mm to 304,8 mm) (88m) I } \ SPRINKLER >12" to 15" 8" (203,2 m SPRIN ( >304,8 mm to 381,0 mm) m) >38 18" 9-1/2" ( OBSTRUCTION ( >381,, 0 to 457,2 mm) (241,3 mm) 24" 12-1/2" (457 (457,2 2 mm to 609,6 mm) (317,5 mm) >24" to 30" 15 -1/2" ( >609,6 mm to 762,0 mm) (393,7 mm) >30" 18" ( >762,0 mm) (457,2 mm) TFP61O Page 17 of 28 • . 1 A= 6" (150 mm) MAX. A B = 12" (300 mm) MAX. A B a A Slop" f ANGLE SPRIG B s� ARMOVER SPRIG ARMOVER � o e BRANCHLINE , 0 BRANCHLINE VERTICAL SPRIG l DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited to 3000 ft (279 m in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: • FIGURE 20 -A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers ". 20 -A -1 (Page 18) BB Sprinklers 20 -A -2 (Page 18) BB and HIP Sprinklers 20 -A -3 (Page 19) BB and SD Sprinklers 20 -A -4 (Page 19) SD Sprinklers 20 -A -5 (Page 19) SD and HIP Sprinklers 20 -A -6 (Page 19) HIP Sprinklers • FIGURE 20 -B: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers ". 20 -B -1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20 -B -2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20 -B -3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20 -B -4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20 -B -5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20 -B -6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization • FIGURE 20 -C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers ". 20 -C -1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20 -C -2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20 -C -3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20 -C -4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20 -C -5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20 -C -6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL AP A MODEL BB MODEL SD BACK TO BACK SINGLE DIRECTIONAL :MODEL HIP • OR STANDARD SPRAY FIGURE 20 — HYDRAULIC CALCULATIONS .Page 18 of 28 TFP610 • Figure 20 -A -1. BB Sprinklers • Wet Systems — Calculate the most demanding five sprinklers. • Dry Systems — Calculate the most demanding seven sprinklers (see adjacent figure). RIDGE • ♦ • DRY SYSTEM SHOWN Figure 20 -A -2. BB and HIP Sprin- klers • Wet Systems — Calculate the most demanding five sprinklers. :::•:•::•::•:•:•:•:•::•: RIDGE • Dry Systems — Calculate the most demanding seven sprin- klers, and then calculate the most demanding contiguous nine rin- 9 9 P klers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding ... ............................... calculation. DRY SYSTEM SHOWN • •......... ............................... • DRY SYSTEM SHOWN TFP61O Page 19 of 28 Figure 20 -A -3. BB and SD Sprin- klers :;:;;: OBSTRUCTION • Wet Systems — Calculate the most demanding five BB Sprin- klers plus two SD Sprinklers. RIDGE • Dry Systems — Calculate e most demanding seven BB Sp klers plus up to two SD Sprinklers (see adjacent figure). DRY SYSTEM SHOWN Figure 20 -A-4. SD Sprinklers • Wet Systems — Calculate the most demanding five SD Sprin- klers. • Dry Systems Calculate the RIDGE most demanding nine SD Sprin- ::::# ♦::::♦ ::' ♦::: #::♦i:= : # :::: : ::i # :: klers (see adjacent figure). T T i T i i i T 1 1\ 1 WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN Figure 20 -A -5. SD and HIP Sprin- ti klers • Wet Systems — Calculate the RIDGE m ost demanding five sprinklers. a 1 1 1 a a a 1 1 . . ............. • Dry Systems — Calculate the most :::::: : :::: : :::: i)::: :::::1 1 1 d emanding nine sprinklers with a \ maximum of seven to be SD Sp rin- FT CURTAIN R DRAFT CURTAIN klers (see adjacent figure AT RIDGE DRY SYSTEM SHOWN Figure 20 -A -6. HIP Sprinklers y� � • Wet Systems — Calculate the most demanding five sprinklers (see adjacent figure). ............... . .............. . ............. .. • Dry Systems — Calculate the most demanding nine sprinklers. WET SYSTEM SHOWN Page 20 of 28 TFP61O • Figure 20 -B -1. SD Sprinklers & AP Sprinklers At The Ridge • Wet Systems — Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. • • RIDGE • Dry Systems — Calculate the most demanding nine SD Sprinklers, :.:•:•:::::_:::_ :•::•:•:::•:_:•:_:•:•_:•: •:::_::•:•:•:•:•:•:•:__ IE i _ and then calculate the most de- manding seven AP Sprinklers. Use WALLS OR the most demanding calculation DRAFT (see adjacent figure). CURTAINS DRY SYSTEM SHOWN Figure 20 -B -2. BB or SD Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction ::::::::::::::::::F:::::: • • • • • • Wet Systems — Calculate the most demanding five BB or SD Sprinklers plus up to two most de- RIDGE manding AP Sprinklers. �• •:•:• •:•••:•:•:�• • • • •�•:•:•:•:•:•:•:•:;�• • • • • • .............. ............................... ............................................. • Dry Systems—Calculate the most demanding seven BB or SD Sprin- klers plus up to two most demand- • • • • • • • ing AP Sprinklers (see adjacent figures). DRY SYSTEM SHOWN ::#::::�: • OBSTRUCTION RIDGE ............. ............................... .............. ............................... ............. ............................... DRY SYSTEM SHOWN .................... ................... .................... ................... .................... ................... • • • • • ................... .................... ................... .................... ................... .................... DRY SYSTEM SHOWN • TFP61 O Page 21 of 28 ' Figure 20 -B -3. BB Sprinklers & AP Sprinklers At The Hip AREA 2 AREA 1 AREA 3 Where the total number of AP Sprin - --{ WITH AP WITH BB WITH AP klers at the hip is greater than four: I SPRINKLERS SPRINKLERS SPRINKLERS [...-- • Wet Systems — Calculate the I i most demanding five BB Sprin- STAGGERED • • 1 I • • klers plus the two most demand- SPACING WHEN • • ing AP Sprinklers, and then calcu- MORE THAN • • late the most demanding area up ONE ROW • • to 1500 ft (137 m having AP Sprinklers (e.g., Area 2 in adja- • • • • • • i • • cent upper figure). Use the most , demanding calculation. • • • Dry Systems — Calculate the • • • • most demanding seven BB Sprin- • • 1 1 • • klers plus the two most demand- 1 1 ing AP Sprinklers, and then calcu- MINIMUM late the most demanding area up to 1950 ft (181 m having AP SEPARATION 1 Sprinklers(e.g., Area 2 in adjacent 15' -0" (a,s m) upper figure). Use the most de- manding calculation. SEE ALSO FIGURES 21 AND 22 ure B B Sinklers, S F S prinklers , HIP-4. B S rink & A S D P P F ig P Sprinklers At The Hip WALL OR Where the total number of AP - DRAFT w Sprin --------- is four or Tess: CURTAIN P • • •: • RIDGE :;' ������'��:�:�:: : klers at the hl • Wet Systems — Calculate the * • : : :' :_ # : ' : : ;:: : #::: most demanding five BB, SD, or : :! :: ' ::::: ::;•; : : : :i :::: :::;: : : HIP Sprinklers plus up to two most .� P P P demanding P AP Sprinklers. • Dry Systems — Calculate the most demanding nine BB, SD, or " " " " " " " " " " " " " " " " " " " " " "" ""' HIP Sprinklers plus up to two most DRY SYSTEM SHOWN demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprinklers, AREA2 AREA1 AREA3 calculate up to a maximum of WITH AP WITH BB 8 SD WITH AP seven BB Sprinklers, see adjacent SPRINKLERS SPRINKLERS SPRINKLERS upper figure). \ . Where the total number of AP Sprin- klers at the hip is greater than four: • Wet Systems — Calculate up to the most demanding five BB, SD, 1�� or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft (137 row ■ m having AP Sprinklers(e.g., C Area 2). Use the most demanding Z calculation. • • Dry Systems — Calculate up to MINIMUM the most demanding nine BB, SD, or HIP Sprinklers plus the two SEPARATION — 15'-0" (4,6 m) most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft (181 m having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. .Page 22 of 28 TFP61 O Figure 20 -B -5. BB, SD, or HIP AP • Sprinklers & AP Sprinklers in a SPRINKLERS Dormer, at a Cross, at a Hip, or at (4 OR LESS) an Ell ! Where the quantity of AP Sprinklers • • • in each dormer, cross, or ell is four « or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four AP Sprin- • kler criteria, calculate the BB, SD, or HIP Sprinkler demand as described • in Part A -1 thru A -6 or Part B -1 thru B -4, plus up to two of the most de- AP • manding AP Sprinklers in the dor- SPRINKLERS mer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that (4 OR LESS) • are being included in the demand calculation. • Where the quantity of AP Sprinklers • • in any dormer, cross, or ell is greater than four, refer to Figure B- • 3. • • • • • • • • • • 7 • • AP AP SPRINKLERS • SPRINKLERS (4 OR LESS) • • (4 OR LESS) • • • Figure 20 -B -6. BB,SD, or HIP • • Sprinklers & AP Sprinklers Sepa- rated By Compartmentalization • • • Wet Systems— Calculate the BB, • SD, or HIP Sprinkler demand as RIDGE described in Part A -1 thru A -6 or • • • • • • • Part B -1 thru B -4, and then calcu- /•• late the most demanding area up to 1500 ft (137 m having AP Sprin- WALL klers. Use the most demanding cal- culation (see adjacent figure). • Dry Systems— Calculate the BB, SD, or HIP Sprinkler demand as • • DORMER described in Part A -1 thru A -6 or Part B -1 thru B -4, and then calcu- BUILT ON TOP late the most demanding area up to OF ROOF OR 1950 ft (181 m having AP Sprin- RIDGE SHEATHING klers. Use the most demanding cal- • • • • • • • • • • culation (see adjacent figure). rFP610 Page 23 of 28 Figure 20 -C -1. SD Sprink Standard Spray Sprinklers At lers The & Ridge • Wet System — Calculate the most demanding five sprinklers of one . :�:': :::' : :: ::�:.:is�: : : :li: :: : ::.: : :1•. *: :;# •:_ :::.: ! ! ! ! type. Use the most demanding cal- RIDG E culation. `:: i:::::: ! : :::i::::::: : : �R::: : ::f::::: i ' • • • Dry Systems — Calculate the most demanding nine SD Sprinklers, ; ; ; ; ; T ; ; 1 1 1 v \ 1 and then calculate the most de- manding seven Standard Spray WALLS OR Sprinklers. Use the most de mand- DRAFT ing calcula (see adj acent f ig- CURTAINS DRY SYSTEM SHOWN Figure 20 -C -2. BB Sprinklers & Standard Spray Sprinklers Be- yond An Obstruction • Wet Systems — Calculate e mos demanding five BB Sprin th-:::: • OBSTRUCTION klers p lus up to two most demand- ing Standard Spray Sprinklers. RIDGE • Dry Systems — Calcu late the most :; : :;:;: #:: : :::: ::::':: :: : �::•:•:•: : • ::•:;:' ::: f ::: • • demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers (see adjacent figures). DRY SYSTEM SHOWN . .Page 24 of 28 TFP610 Figure 20 -C -3. BB Sprinklers & Standard Spray Sprinklers At The Hip Where the total number of standard spray sprinklers at the hip is greater than four: • Wet Systems — Calculate the FIRST CALCULATION m ost demanding five BB Sprin- klers plus up to two most demand- • • ing Standard Spray Sprinklers, • and then calculate the most de- • mantling remote design area (In- • • cluding all sprinklers types) per RIDGE:::: : - :::: :: NFPA 13 (i.e., area reduction for • :::::`:!:::::::::: ::::: quick response & 30% increase • • for sloped ceilings). Use the most demanding calculation. ::: :: :: ::::::::: 9 • • Dry Systems — Calculate the • 4 :::::::::::::::::: :::::;::::::: ::::`•::: :::::::::::: most demanding seven BB Sprin- klers plus up to two most demand- DRY SYSTEM SHOWN ing Standard Spray Sprinklers, and then calculate the most de- manding design area (including all SECOND CALCULATION sprinkler types) per NFPA 13 (i.e., ••••••••••••••••••••••,•••::::::•:::::::• :•.•.•:.•:.•. •:::::.•.•.•.•::::•.::.•:::::: 30 % increase for s loped ceilings & :' ::::::::::::::::::::: :::::::::::::::::::::::::::::: 30% increase for dry systems). In- ::#:::• : :::::::::::::::::: ::::: ":::::::::::::::: clude all sprinklers types within ' ::::::::::::::::::::::: :::::::::::::::::::::::::::::: this area (see adjacent figure). '; •::::::::i :. : ::::::: :::::::::::: ::::: RIDE Use the most demanding calcula- ::::: RIDGE ;:•: 4:::::::: - :. ::: :: "•'•'••: 2535 SQ. FT. •:•:.:-..:::::::::.::: ::: ::: • :::::: ::::::::::::::: (235,5 SQ. METERS) DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. SEE ALSO FIGURES 21 AND 22 ( I .TFP670 Page 25 of 28 Figure 20 -C -4. , Sprinklers, HIP BB SprinklersSprinklers, SD 8 Standard Spray Sprinklers At The Hip Where the total number of Standard Spray Sprinklers at the hip is four or P less: WALL OR DRAFT M • Wet Systems — Calculate the C most demandin five BB, SD, or stem • :::::RIDGE:: ▪ :. • : : :: : :: : : .• HIP Sprinklers plus up to two most :;. ;" : : •' :• : : " :•: : : :: :: ! : : ::: :: : ' : demanding Standard Spray Sprin- "� ::ili :•:.; : :: :::::: :::: :::::; :::::::•::::: klers. v • Dry S stems — Calculate the Y Y most demandin lers nine BB SD or 9 HIP Sprink to most """""' ""' '� demanding Standard plus up Spray two Sprin HIP DRY SYSTEM SHOWN klers (Of the nine BB,SD, or Sprinklers, calculate up to a m axi- m um of seven BB Sprinklers, see ad jacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: • Wet Systems — l t IRS T CALCULATION most demanding five Calcu BB, SD he , or F HIP Sprinklers to most demandin Standard plus up S ra two S rin- demanding hen Y P klers and • a d then calculate the most demanding remote design area (Including all sprinklers types er • • P RIDG :;: :::::::::: ' ::::;:; NFPA 13 (i.e., area reduction for ••• ••••.••••• .......... .. • quick response & 30% increase for sloped ceilin s . Use the most • P 9) demanding calculation. •Dr 9 Systems — • Calculate h Dry most demanding d n nine BB, SD t o r HIP Sprinklers plus up to two most DRY SYST SHOWN demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up tol a maxi- SECOND CA L C ULATION :::::1::::.:.::::::.::::::..::.:::..::.:::..:::::.:::..::::::..::::::::::::::::::::::.::::::1::.:..::::::.:::::".::::[:::::::.:::::::.:.::::::.:.:::::.::.::::::: mum of seven BB Sprinklers, see adjacent upper figure), and then calculate the demanding de- sign area (includ ing all sprinkler types) per NFPA 13 i.e. 30° i - YP )P ( / ° n crease for slo ped ceilings & 30% :RIDGE•:':: :• : : :• . :... : • :: increase for dry systems). Include *:;:•':" ;' ` :' :' :': :. all sprinklers types within this area (see adjacent figure). : : 2535 SQ. . FT : : ? : '' ..• : : ' : •:•:••••••••:•:•.•••••••::.:•:•.:.:.•••;•.:.:.:.;:•••••:7:: (2 SO. METERS): : : DRY SYSTEM SHOWN NOTE: Dry Pipe = 15 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. Page 26 of 28 TFP61O Figure 20 -C -5. BB, SD, or HIP STANDARD SPRAY • Sprinklers & Standard Spray SPRINKLERS Sprinklers in a Dormer, at a (4 OR LESS) Cross, at a Hip, or at an Ell Where the quantity of standard • • • spray sprinklers in each dormer, M cross, or ell is four or less (see ad- jacent figure) and all of the dormers, crosses and ells meet the maximum • four standard sprinkler criteria, cal- culate the Attic Sprinkler demand as • described in Part A -1 thru A -6 or Part B -1 thru B -4, plus up to two of STANDARD SPRAY • the most demanding standard spray SPRINKLERS sprinklers in the dormer, cross, or (4 OR LESS) • ell that is adjacent to the Attic Sprin- klers that are being included in the demand calculation. • Where the quantity of standard • • spray sprinklers in any dormer, cross, or ell is greater than four, • refer to Figure C -3. • • • • • • • • • • • • STANDARD SPRAY STANDARD SPRAY SPRINKLERS • SPRINKLERS (4 OR LESS) • • (4 OR LESS) • • • Figure 20 -C -6. BB, SD, or HIP • • Sprinklers & Standard Sprinklers Separated By Compartmentalize- • tion • Calculate the Attic Sprinkler demand • • RIDGE as described in Part A -1 thru A -6 or • • • • • • Part C -1 thru C -4, and then calculate • • the Standard Spray Sprinklers per NFPA 13. Use the most demanding • • WALL calculation (see adjacent figure). • • • • DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING • • • • • • • • • • TFP61O Page 27 of 28 1 2 ' MODEL AP SPRINKLERS 12/ WET PIPE SYSTEM (Ref. Figure 20 -B -3) 100' (25,4 m) Calculation 1: 20' 20' Calculate the most demanding five BB __4 (5,1 m) so' (15,2 m) —{ (5,1 m) Sprinklers plus the two most demand - 1 in AP Sprinklers. i • • • : :::::::::::::::::::::::::: :: i. • • Calculation 2: • • i Calculate the most demanding area up 40' .:-:::-:- to 1500 ft having AP Sprinklers. In this • • '0• 4 •1:••1:. . Calculation 1 (10,2 m) • case the design area will be 800 ft (40 ' . .: 1:::::::::::: 1 ft. x 20 ft.) 1 • • • Use the most demanding calculation """""""' ' (i.e., for proving the adequacy of the water supply). 100' (25,4 m) Where AP Sprinklers are utilized, --- 20' 60' (15,2 m) 20' CPVC pipe may be used to supply the (5,1 m) 1 -•—• (5,1 m) AP Sprinklers, as well as the ceiling i .. . sprinklers below the AP Sprinklers .....;. 1 • (See Page 6). • . .. • "•' `•' Calculation 2 (10,2 m) 1 STANDARD SPRAY SPRINKLERS 12 WET PIPE SYSTEM (Ref. Figure 20 -C -3) Calculation 1: - 100' (25,4 m) Calculate the most demanding five BB (5 10m) 60' (15,2 m) —�{ (5,1 rpm) Sprin plus the two most demand - I I ing Standard Spray Sprinklers. i Calculation 2: Calculate the most demanding remote ao' design area (Including all sprinklers (10,2 m) *' �' :R : : :: j� t Calculation 1 types) per NFPA 13 (i.e., area reduc- ; • tion for quick response & 30% increase • 1 :.:::5 : i •:•: ::- : :::::: ::::::::::::::: : ::: • 1 :• ::•:•:•:•:::•:•:•:•:• • for sloped ceilings). In this case the • :•':: {: 1 • theoretical design area is 1463 ft (1500 ft x 0.75 x 1.3). The actual design area, however, will need to be 100' (25,4 m) - 1520 ft to pick up the entire coverage y 20 6 0' ( m) { (5 rpm) f area of the last BB Sprinkler. (5,1 m) I Use the most demanding calculation i : • : 't :•:.. * ::: : ::t•:.:.:•:::.: ::::: (i.e., for proving the adequacy of the :•:•::t•::::::::•: 1 • water supply). : 1 ao' : :.:.:.:. : :. : :4: :::• : :::;: :: 1 • Where Standard Sprinklers are util- .: * • • • Calculation 2 ized, CPVC pipe CANNOT be used to (10,2 m) : : : : : : : : : : : ti : { :::::: +I i supply the Standard Spray Sprinklers ::: ::: :::::::::•a•:••: • :t:: ::} >:::::::. :.: :. i • or the ceiling sprinklers below the :'.Y:.:: i • Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK -TO -BACK SPRINKLERS Page 28 of 28 TFP61O • 12 y MODEL AP SPRINKLERS 12� DRY PIPE SYSTEM (Ref. Figure 20 -B -3) 100' (25,4 m) Calculation 1: 20' 20 Calculate the most demanding seven (5,1 m) 60' (15,2 m) 1 (5 1 m) BB Sprinklers plus the two most de- • manding AP Sprinklers. • ::...:::...::: :: .•:.:•.•.•.• I• Calculation 2: • Calculate the most demanding area up ao' I to 1950 ft having AP Sprinklers. In this • ; •.:. K.. *, > :f } :. :• +..: • • • • • Calculation 1 (10,2 m) •: :I : ::::: :: : : ::`: : ": : :: i ::: : :: I • case the design area will be 800 ft (40 • 1 Use the most demanding calculation (i.e., for proving the adequacy of the water supply). 100' (25,4 m) (5 fpm) Imo_ 60' (15,2 m) 1 (5,1 p m) : : ' :•:: • • Calculation 2 (10,2 m) ::4 I • • . i I 12 STANDARD SPRAY SPRINKLERS 12 DRY PIPE SYSTEM (Ref. Figure 20 -C -3) Calculation 1: 100' (25,4 m) Calculate the most demanding seven (5,1 20 m) I 6 0' (15,2 m) (5,1 pm) B m) plus the two most de- manding Standard Spray Sprinklers. • <.• Calculation 2: • Calculate the most demanding remote • ao' ` "': : : : :'< de area (Including all sprinklers (10,2 m) • • • : :.:� : ! "!.•: : *:'•+. • • • • Calculation 1 types) per NFPA 13 (i.e., 30% increase : a;::: : : :: :: :: :::• ::'::•:':::•• :• ::•: for sloped ceilings 30% increase for dry systems). In this case the theoreti- : • • •:•:•4:• ::: cal design area will be 2535 ft (1500 ft x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft to pick 100' (25,4 m) up the entire coverage area of the last ___.__f 20' 60' (15,2 m) 20' BB Sprinkler. (5,1 m) 1 (5,1 m) Use the most demanding calculation :••' : : :1;: 1 : : : ;: : :::• :: ::•: : ' (i.e., for proving the adequacy of the :.•:t ::::.::•:::::: •:••:: 1 water supply). •:: :: : ::• ::i:. :.*. : :�::i: :: ::::i:..*: : • • • • • Calculation 2 (10,2 m) ::::: :: . •.•:•::•.• :• :.:•::•.• :•:::.•.•.•::.•::.•: • FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK -TO -BACK SPRINKLERS © 2007 -2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 t L k jCQ / Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TY -FRB — 2.8, 4.2, 5.6, and 8.0 K- factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General tained when exposed to corrosive at- mospheres. Although corrosion resis - tent coated sprinklers have passed the" Description standard corrosion tests of the appli- "i , cable approval agencies, the testing is T "i he Tyco® Series TY -FRB, 2.8, 4.2, not representative of all possible cor- 5.6, and 8.0 K- factor, Upright and Pen- rosive atmospheres. Consequently, it dent Sprinklers described in this data is recommended that the end user be sheet are quick response - standard consulted with respect to the suitability coverage, decorative 3 mm glass bulb of these coatings for any given corro- type spray s YP e P ra Y P rinklers designed for use sive environment. The effects of ambi- � �" � . � .� in light or ordinary hazard, commercial ent temperature, concentration of occupancies such as banks, hotels, chemicals, and gas /chemical velocity, shopping malls, etc. should be considered, as a minimum, The recessed version of the Series along with the corrosive nature of the TY -FRB Pendent Sprinkler, where ap- chemical to which the sprinklers will be plicable, is intended for use in areas exposed. "°+ with a finished ceiling. It uses either a An intermediate level versions of the two-piece Style 10 (1/2 inch NPT) or P Y ( ) Series TY -FRB Pendent Sprinklers ": " Style 40 (3/4 inch NPT) Recessed Es- are detailed in Technical Data Sheet cutcheon with 1/2 inch (12,7 mm) of TFP356, and Sprinkler Guards are de- recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 (" doil (19,1 mm) of total adjustment from the flush pendent position, or a two -piece WARNINGS , Style 20 (1/2 inch NPT) or Style 30 (3/4 The Series TY -FRB Sprinklers de- inch NPT) Recessed Escutcheon with scribed herein must be installed and _ 1/4 inch (6,4 mm) of recessed adjust- maintained in compliance with this ment or up to 1/2 inch (12,7 mm) of document, as well as with the applica- total adjustment from the flush pen- ble standards of the National Fire Pro - dent position. The adjustment pro- tection Association, in addition to the /� vided by the Recessed Escutcheon re- standards of any other authorities hav- Model /Sprinkler duces the accuracy to which the fixed ing jurisdiction. Failure to do so may pipe drops to the sprinklers must be impair the performance of these de- I dentification cut. vices. Corrosion resistant coatings, where The owner is responsible for maintain- Numbers applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. TY1131 - Upright 2.8K, 1/2 "NPT that which would otherwise be ob- The installing contractor or sprinkler TY1231 - Pendent 2.8K, 1/2 "NPT manufacturer should be contacted TY2131 - Upright 4.2K, 1/2 "NPT with any questions. TY2231 - Pendent 4.2K, 1/2 "NPT IMPORTANT 'TY3131 - Upright 5.6K, 1/2 "NPT Always refer to Technical Data TY3231 - Pendent 5.6K, 1/2 "NPT Sheet TFP700 for the "INSTALLER TY4131 - Upright 8.0K, 3/4 "NPT WARNING" that provides cautions TY4231 - Pendent 8.0K, 3/4 "NPT with respect to handling and instal- TY4831- Upright 8.0K, 1/2 "NPT lation of sprinkler systems and com- TY4931- Pendent 8.0K, 1/2 "NPT ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 AUGUST, 2007 TFP171 Page 2 of 10 TFP171 ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE 1/2 MAKE -IN ESCUTCHEON DEFLECTOR r 5 2 -1/4" -I Ill1'l-� 7/16" (57,2 mm) rill ��(� (11,1 mm) q 1 NOMINAL 1� MAKE -IN W 2 11.i- ,7 1 -9/16" 4I' I r � r 2 -3116" � 3 (39,7 mm) WRENCH (55,6 mm) �, 7 �' II -------S--- AIL 1 I / %l!1 \\ / %1!� \V �� 7 SSP DEFLECTOR 2 -7/8" (73,0 mm) DIA. 112" NPT 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON DEFLECTOR * • t ,==..---- �= W 7/16" 5 2-3/16" } ���;= (11,1 mm) I (55,6 mm) A 1 = NOMINAL 4 L4)11 MAKE A (3 1 -1/2" L I '�, 2- 3/16 55,6 mm) 4 0 d 2 FLATS _ ( V 3 , i .. 1111 SSP DEFLECTOR * --*-- 2-7/8" (73,0 mm) DIA. 112" NPT I 1 PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K- FACTOR, 1/2 INCH NPT TFP171 Page 3 of 10 ESCUTCHEON 7/16" (11,1 mm) STYLE 10 or 20 PLATE SEATING NOMINAL RECESSED SURFACE NFT MAKE-IN ESCUTCHEON DEFLECTOR 1 6 NM 7/16" i 5 � 2- 3/16" i '.r (11,1 mm) (55,6 mm) 1111111 I NOMINAL I I A 4 ■ 1 �� .�`�MAKE -IN i y ,-.4 1 -112" �I/ � 1101111 2 3116" � 2 (38,1 mm) WRENCH (55,6 mm) 0 1 3 1 i 111 - A FLATS SSP DEFLECTOR * — 2 -7/8" (73,0 mm) DIA. — 1/2" NPT PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2" (12,7 mm) STYLE 30 or 40 PLATE SEATING NOMINAL RECESSED SURFACE NP MAKE-IN ESCUTCHEON DEFLECTOR t — ..-_—.-- — \ --------_— -- -- 6* rte: ,° 5 2-5/16" 1riw. .7 (12,7 mm) (58,7 mm) i r1 4 11 � ��`- NOMINAL I i 4 ` � 1 � MAKE -IN 2 -1/4" 1 -9/16" t er 1 ' 1 2 (39,7 mm) WRENCH (57,2 mm) •-- . FLATS i Y 41 92 df 1 SSP DEFLECTOR * 2 -7/8" (73,0 mm) DIA. 3/4" NPT f PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K- FACTOR, 3/4 INCH NPT Page 4 of 10 TFP171 7/16" (11,1 mm) 1/2" NOMINAL SSU NPT MAKE -IN DEFLECTOR *6 111 I SS 5 2 -114" -� 2 -3/16" (57,2 mm) I -1 (55,6 mm) I ; 4 1 -9/16" I i i j WRENCH II III 1 'y (39,7 mm) FLATS 2 r y 3 F - -- - - - - -- -° SSP * 1 DEFLECTOR CROSS PENDENT UPRIGHT SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K- FACTOR, 1/2 INCH NPT Technical Operation Data The glass Bulb contains a fluid which expands when exposed to heat. When Approvals the rated temperature is reached, the UL and C -UL Listed. fluid expands sufficiently to shatter the FM, LPCB, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A and B for complete activate and water to flow. approval information including corro- sion resistant status.) Design Maximum Working Pressure Refer to Table C. Criteria Discharge Coefficient K = 2.8 GPM /psi / (40,3 LPM /bar1/2) The Series TY -FRB Pendent and Up- K = 4.2 GPM /psi (60,5 LPM /bar1/2) right Sprinklers are intended for fire K = 5.6 GPM /psi / (80,6 LPM /bar1/2) protection systems designed in ac- K = 8.0 GPM /psi (115,2 LPM /bar1 /2) cordance with the standard installation rules recognized by the applicable Temperature Ratings Listing or Approval agency (e.g., UL Refer to Table A and B Listing is based on the requirements of Finishes NFPA 13, and FM Approval is based Sprinkler: Refer to Table A and B. on the requirements of FM's Loss Pre - Recessed Escutcheon: White Coated, vention Data Sheets ). Only the Style Chrome Plated, or Brass Plated. 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. x Physical Characteristics Frame Bronze E Button Brass /Copper Sealing Assembly m Bery llium Nickel w /Teflont F- v Bulb Glass E ca Compression Screw Bronze N Deflector Copper /Bronze a) Bushing (K =2.8) Bronze ce E. 0 a 4— TFP171 Page 5 of 10 SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LIQUID BRASS PLATED POLYESTER 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red (TY1231) 1, 2, 3, 5 and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green 2.8 (TY1131) 286 °F /141 °C Blue 1/2" NPT 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT (TY1231)* 175 °F /79 °C Yellow Figure 6 200 °F /93 °C Green 1, 2, 5 135 °F /57 °C Orange RECESSED 155"F/68°C Red PENDENT (TY1231) ** 175 °F /79 °C Yellow Figure 7 200 °F /93 °C Green 135"F/57°C Orange PENDENT 155 °F /68 °C Red (TY2231) and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green (TY2131) 4.2 4.2 286 °F /141 °C Blue 1,2 1/2" NPT 135 °F /57 °C Orange RECESSED 155"F168°C Red PENDENT (TY2231)* 175 °F /79 °C Yellow Figure 8 200 °F /93 °C Green 135 °F /57 °C Orange RECESSED 155F/68°C Red PENDENT (TY2231) ** 175 °F /79 °C Yellow Figure 9 200 °F /93 °C Green NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Re- sponse Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354 -01 -E. 7. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprin- klers are UL and C -UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. * ** Frame and Deflector only. Listings and approvals apply to color (Special Order). N /A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K- FACTOR SPRINKLERS Page 6 of 10 TFP171 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD LIQUID BRASS PLATED POLYESTER COATED 135 °F /57 °C Orange PENDENT 155"F/68°C Red (TY3231) 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green 5.6 (TY3131) 286 °F /141 °C Blue 1/2" NPT 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 4, 5 N/A (TY3231)* 175 °F /79 °C Yellow Figure 10 200 °F /93 °C Green 135F/57°C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 3, 4, 5 N/A (TY3231) ** 175 °F /79 °C Yellow Figure 11 200 °F /93 °C Green 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red (TY4231) and 175 °F /79 °C Yellow 1, 2, 5 1,2,3,4,5,6,7 UPRIGHT 200 °F /93 °C Green 8.0 (TY4131) 286 °F /141 °C Blue 3/4" NPT 135 °F /57 °C Green RECESSED 155 °F /68 °C Orange PENDENT 1, 2, 4, 5 N/A (TY4231)* 175 °F /79 °C Red Figure 12 200"F/93°C Yellow 135"F/57°C Orange RECESSED 155"F/68°C Red PENDENT 1, 2, 3, 4, 5 (TY4231) ** 175 °F /79 °C Yellow N/A Figure 13 200 °F /93 °C Green 135"F/57°C Orange PENDENT 155 °F /68 °C Red 8.0 (TY4931) 1/2" and 175"F/79°C Yellow 1, 2, 5 1,2,4,5,6 NPT UPRIGHT 200"F/93°C Green (TY4831) 286 °F /141 °C Blue NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354 -01 -E. 6. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31- 53- 428- 4444/Fax 31 -53- 428 - 3377). 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. * ** Frame and Deflector only. Listings and approvals apply to color (Special Order). N /A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K- FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT (TY3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2" RECESSED PENDENT NPT (TY323) PENDENT (TY4231) and 4.2 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A 3/4" RECESSED PENDENT NPT (TY4231) PENDENT (TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR 1 / 2 " RECESSED PENDENT 175 PSI (12,1 BAR) NPT (TY3231) N/A ( (SEE NOTE 1) PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (TY4131) 314" RECESSED PENDENT NPT (TY4231) N/A 8.0 PENDENT (TY4931) 1/2" and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) NPT UPRIGHT (TY4831) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE tained with a torque of 10 to 20 ft.lbs. the sprinkler into the sprinkler fitting. Installation (13,4 to 26,8 Nm). A maximum of 30 Step 3. Tighten the sprinkler into the ft.lbs. (40,7 Nm) of torque is to be used spr f using only the W -Type The Series TY -FRB Sprinklers must to install sprinklers with 3/4 NPT con- 6 Sprinkler Wrench (Ref. Figure 14). be installed in accordance with the fol- nections. Higher levels of torque may With reference to Figures 1, 2, 3, 4, lowing instructions: distort the sprinkler inlet and cause and 5, the W -Type 6 Sprinkler Wrench leakage or impairment of the sprinkler. is to be applied to the sprinkler wrench NOTES Do not attempt to make -up for insuffi- flats. Do not install any bulb type sprinkler if cient adjustment in the escutcheon The Series TY -FRB Recessed Pen - the bulb is cracked or there is a loss of plate by under- or over - tightening the dent Sprinklers must be installed in held horizontally, a small from the bulb. With all t air bubble he sprinkler sprinkler. Readjust the position of the accordance with the following instruc- h sprinkler fitting to suit. tions. should be present. The diameter of the p g air bubble is approximately 1/16 inch The Series TY -FRB Pendent and Up- Step A. After installing the Style 10. (1,6 mm) for the 135 °F /57 °C to 3/32 right Sprinklers must be installed in 20, 30, or 40 Mounting Plate, as appli- inch (2,4 mm) for the 286 °F /141 °C accordance with the following instruc- cable, over the sprinkler threads and temperature ratings. tions. with pipe thread sealant applied to the A leak tight 1/2 inch NPT sprinkler joint Step 1. Pendent sprinklers are to be pipe threads, hand tighten the sprin- should be obtained with a torque of 7 installed in the pendent position, and kler into the sprinkler fitting. to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- upright sprinklers are to be installed in Step B. Tighten the sprinkler into the mum of 21 ft. lbs. (28,5 Nm) of torque the upright position. sprinkler fitting using only the W -Type may be used to install sprinklers with Step 2. With pipe thread sealant ap- 7 Recessed Sprinkler Wrench (Ref. ep e 1/2 NPT connections. A leak tight 3/4 St hten Figure 15). With reference to Figure 1, inch NPT sprinkler joint should be ob- plied 2 th pipe a th ea, hand tighten 2, 3, and 4, the W -Type 7 Recessed • Page 8 of 10 TFP171 2 -7/8" DIA. 2 -7/8" DIA. - (73,0 mm) 3/4" (19,1 mm) 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) 5/8±1 /4" (15,9±6,4 mm) 2 -1/4" DIA. 114" (6,4 mm) (12,7±3,2 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (57,2 mm) FACE OF (57,2 mm) MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) al. (3,2 mm) ----===---111171 ��� Mi- z _.pit 1 \ IP ,�, , SURFACE : MOUNTING /r- SURFACE �� - CLOSURE SERIES 1 -5/16" (33,3 mm) CLOSURE SERIES 1 -5/16" (33,3 mm) TY -FRB 13/16" (20,6 mm) TY -FRB 1 -1/16" (27,0 mm) FIGURE 6 FIGURE 7 SERIES TY -FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO -PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K- FACTOR, 1/2 INCH NPT 2.8 K- FACTOR, 1/2 INCH NPT 2 -7/8" DIA. 2 -7/8" DIA. (73,0 mm) 3/4" (19,1 mm) 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) 5/8±1/4" (15,9±6,4 mm) 1/4" (6,4 mm) (12,7±3,2 mm) 2-1/4" DIA. y 1/4" (6,4 mm) 2 -1/4" DIA. (57,2 mm) FACE OF (57,2 mm) MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" E--i---ila (3,2 mm) ,� (3,2 mm) 1 Lii l 1 ! + 1 1 � MOUNTING liP 1 SURFACE MOUNTING � . 1 SURFACE - CLOSURE SERIES 1 -1/4" (31,8 mm) SERIES 1 -1/4" (31,8 mm) TY -FRB CLOSURE 3/4" (19,1 mm) TY -FRB 1" (25,4 mm) FIGURE 8 FIGURE 9 SERIES TY -FRB RECESSED PENDENT SERIES TY -FRB RECESSED PENDENT WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO -PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K- FACTOR, 1/2 INCH NPT 4.2 K- FACTOR, 1/2 INCH NPT Sprinkler Wrench is to be applied to work on the fire protection system that altered after leaving the factory. Modi- the sprinkler wrench flats. it controls, permission to shutdown the fied sprinklers must be replaced. Step C. After the ceiling has been in- affected fire protection system must be Sprinklers that have been exposed to S S talled f e finish coat has been in- obtained from the proper authorities corrosive products of combustion, but plied, slide on the Style 10, 20, 30, or and all personnel who maybe affected have not operated, should be replaced 40 Closure over the Series TY-FRB by th action must be notified. if they cannot be completely cleaned Sprinkler and push the Closure over The owner must assure that the sprin- by wiping the sprinkler with a cloth or S P P by brushing it with a soft bristle brush. the Mounting Plate until its flange klers are not used for hanging of any comes in contact with the ceiling. objects; otherwise, non - operation in Care must be exercised to avoid dam - the event of a fire or inadvertent opera- age to the sprinklers - before, during, Care and tion may result. and after installation. Sprinklers dam - Absence of an escutcheon, which is aged by dropping, striking, wrench used to cover a clearance hole, may twist/slippage, or the like, must be re- Maintenance delay the time to sprinkler operation in placed. Also, replace any sprinkler a fire situation. that has a cracked bulb or that has lost The Series TY -FRB Sprinklers must liquid from its bulb. (Ref. Installation be maintained and serviced in accord- Sprinklers that are found to be leaking Section). ance with the following instructions: or exhibiting visible signs of corrosion must be replaced. Frequent visual inspections are rec NOTES ommended to be initially performed for Before closing a fire protection system Automatic sprinklers must never be corrosion resistant coated sprinklers, main control valve for maintenance painted, plated, coated or otherwise after the installation has been com- TFP171 Page 9 of 10 2 -7/8" DIA. _ 2 -7/8" DIA. _ (73,0 mm) 314" (19,1 mm) 1/21118" (73,0 mm) 1/2" (12,7 mm) 5/811 /4" (15,916,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (12,713,2 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (57,2 mm) (57,2 mm) FACE OF MOUNTING FACE OF MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" 11 (3,2 mm) ° (3,2 mm) r El , _. „ -� t 1 \ U IIr � , 1 , MOUNTING SURFACE MOUNTING NI 1 SURFACE _= SERIES 1 -1/4" (31,8 mm) CLOSURE SERIES 1 -1/4" (31,8 mm) CLOSURE TY -FRB 3/4" (19,1 mm) TY -FRB 1" (25,4 mm) FIGURE 10 FIGURE 11 SERIES TY -FRB RECESSED PENDENT SERIES TY -FRB RECESSED PENDENT WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO -PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K- FACTOR, 1/2 INCH NPT 5.6 K- FACTOR, 1/2 INCH NPT 2 -7/8" DIA. 2 -7/8" DIA. (73,0 mm) 3/4" (19,1 mm) 1l2t1l8" (73,0 mm) 1/2" (12,7 mm) 5/811/4" 1/4" (6,4 mm) (15,916,4 mm) 2 -1/4" DIA. J 1/4" (6,4 mm) (12,713,2 mm) 2 -1/4" DIA. (57,2 mm) I (57,2 mm) MOUNTING FACE OF MOUNTING FACE OF SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" (3,2 mm) 11 ( 3,2 mm) inj III fi r ill. r t i 0 . + ■ �■■ . MOUNTING IIIP } , � , SURFACE . MOUNTING NI SURFACE CLOSURE SERIES 1 -5/16" (33,3 mm) CLOSURE SERIES 1 -5/16" (33,3 mm) TY -FRB 13/16" (20,6 mm) TY -FRB 1 -1/16" (27,0 mm) FIGURE 12 FIGURE 13 SERIES TY -FRB RECESSED PENDENT SERIES TY -FRB RECESSED PENDENT WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO -PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K- FACTOR, 3/4 INCH NPT 8.0 K- FACTOR, 3/4 INCH NPT pleted, to verify the integrity of the cor- ie.� RECESS rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- WRENCH RECESS �iwr specting from the floor level, a random (END "A" USED FOR (� sampling of close -up visual inspec- ^ 1/2" NPT MODELS) J tions should be made, so as to better �� (/ determine the exact sprinkler condi- tion and the long term integrity of the "•-'' corrosion resistant coating, as it may WRENCH RECESS PUSH WRENCH be affected by the corrosive conditions (END "B" USED FOR IN TO ENSURE present. 3/4" NPT MODELS) ENGAGEMENT The owner is responsible for the In FIGURE 14 WITH SPRINKLER WRENCHING AREA spection, testing, and maintenance of W - TYPE 6 SPRINKLER FIGURE 15 their fire protection system and de- WRENCH W 7 RECESSED vices in compliance with this docu- SPRINKLER WRENCH ment, as well as with the applicable facturer should be contacted relative standards of the National Fire Protec- to any questions. tion Association (e.g., NFPA 25), in Inspection Service in accordance with addition to the standards of any other It is recommended that automatic local requirements and /or national authorities having jurisdiction. The in- sprinkler systems be inspected, codes. stalling contractor or sprinkler manu- tested, and maintained by a qualified Page 10 of 10 TFP171 P/N 57 - XXX - X - XXX I I TEMPERATURE MODEUSIN RATING SPRINKLER 330 2.8K UPRIGHT (1/2 "NPT) TY1131 135 135 °F /57 ° C 331 2.8K PENDENT (1/2 "NPT) TY1231 1 NATURAL BRASS 155 155 °F /68 °C 340 4.2K UPRIGHT (1/2 "NPT) TY2131 4 WHITE POLYESTER 175 175 °F /79 °C 341 4.2K PENDENT (1/2 "NPT) TY2231 3 WHITE (RAL9010)* 200 200 °F /93 ° C 370 5.6K UPRIGHT (1/2 "NPT) TY3131 9 CHROME PLATED 286 286 °F /141 ° C 371 5.6K PENDENT (1/2 "NPT) TY3231 7 LEAD COATED 390 8.0K UPRIGHT (3/4 "NPT) TY4131 391 8.0K PENDENT (3/4 "NPT) TY4231 * Eastem Hemisphere sales only. 360 8.0K UPRIGHT (1/2 "NPT) TY4831* 361 8.0K PENDENT (1/2 "NPT) TY4931* TABLE D PART NUMBER SELECTION SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS In no event shall TFBP be liable, in Ordering Limited contract, tort, strict liability or under any other legal theory, for incidental, procedure Warranty indirect, special or consequential dam- ages, including but not limited to labor Products manufactured by Tyco Fire & charges, regardless of whether TFBP When placing an order, indicate the Building Products (TFBP) are war- was informed about the possibility of full product name. Refer to the Price ranted solely to the original Buyer for such damages, and in no event shall List for complete listing of Part Num- ten (10) years against defects in mate- TFBP's liability exceed an amount bers. rial and workmanship when paid for equal to the sales price. Contact your local distributor for avail - and properly installed and maintained The foregoing warranty is made in licit ability. under normal use and service. This of any and all other warranties. ex- warranty will expire ten (10) years S rmkler Assemblies with NPT from date of shipment by TFBP. No press or implied. including warranties Thread Connections: warrant is iven for products or com- of merchantability and fitness for a par- t' g p tir•.ular purpose. Spec ( Model /SIN), Quick ponents manufactured by companies Response, (specify K- factor), (specify not affiliated by ownership with TFBP This limited warranty sets forth the ex- temperature rating), Series TY -FRB or for products and components which clusive remedy for claims based on (specify Pendent or Upright) Sprinkler have been subject to misuse, improper failure of or defect in products, materi- with (specify type of finish or coating), installation, corrosion, or which have als or components, whether the claim P/N (specify from Table D). not been installed, maintained, modi- is made in contract, tort, strict liability fied or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire This warranty will apply to the full ex- Specify: Style (10, 20, 30, or 40) Re Protection Association, and/or the cessed Escutcheon with s eci * fin - standards of any other Authorities tent permitted by law. The invalidity, in (p ty ) Having Jurisdiction. Materials found whole or part, of any portion of this ish, P/N (specify *). by TFBP to be defective shall be either warranty will not affect the remainder. * Refer to Technical Data Sheet TFP770. repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor Sprinkler Wrench: authorizes any person to assume for it, Specify: W -Type 6 Sprinkler Wrench, any other obligation in connection with P/N 56- 000 -6 -387. the sale of products or parts of prod- ucts. TFBP shall not be responsible for Specify: W -Type 7 Sprinkler Wrench, sprinkler system design errors or inac- P/N 56- 850 -4 -001. curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqco Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 www.tyco - fire.com Grinnell Grooved Fire Protection Products Figure 577 Rigid Coupling - Patented General Technical Care and Description Data Maintenance Figure: 577 The owner is responsible for the in- Cl Sizes: 1 -1/4' - 8" spection, testing, and maintenance of Approvals: UL, FM, ULC, VdS, and their fire protection system and de- LPCB; See Fire Protection Submittal vices in compliance with this docu- Sheet for exact Listing /Approval in- ment, as well as with the applicable (Vds, j t formation. standards of the National Fire Protec- Housing: Ductile iron conforming to tion Association (e.g., NFPA 25), in ASTM A -536, Grade 65- 45 -12. addition to the standards of any LC See Fire Protection Protective Coatings: authority having jurisdiction. The in- 4 1:1 0 " Submittal Sheet for • Non-lead orange paint. stalling contractor or sprinkler menu- Pressure Rating and • Fire brigade red (optional) non -lead facturer should be contacted relative Listing/Approval Information paint. to any questions. • Hot dipped galvanized conforming It is recommended that automatic to ASTM A -153. sprinkler systems be inspected, The Figure 577 Rigid Coupling pro- Bolts /Nuts: Track Head Bolts - con- tested, and maintained by a qualified vides a rigid joint by firmly gripping forming to ASTM A -183, Zinc Plated, Inspection Service in accordance with along the circumference of the pipe (Min. Tensile = 110,000 psi/758,422 local requirements and /or national grooves. Rigid couplings are preferred kPa). Metric - conforming to ASTM codes. for dry pipe and freezer applications. F568M. Figure 577 Rigid Couplings are a Gasket: Limited proven dependable method of joining • Prelubricated Grade "A" EPDMA pipe and are an economical alternative violet color code ambient to +150 °F warra to welding, threading, or using flanges. ( +66 °C) for fire protection systems. y It is capable of pressures up to 300 Not recommended for hot water sys Products manufactured by Tyco Fire & psig (2069 kPa) depending on pipe tems. Building Products are warranted solely size and wall thickness when used in • Tri -seal (Grade "E" EPDM), green to the original Buyer for ten (10) years fire protection services. color code for use in dry pipe or against defects in material and work - Rigid Couplings are recommended freezer system. manship when paid for and properly for dry pipe and freezer applica- (See Data Sheet TFP1865 for aid in installed and maintained under normal tions. selecting proper gasket.) use and service. This warranty will ex- pire ten (10) years from date of ship - WARNING Ordering ment by Tyco Fire & Building Products. The Figure 577 Rigid Coupling de- No warranty is given for products or scribed herein must be installed and information components manufactured by compa- maintained in compliance with this nies not affiliated by ownership with document, in addition to the standards When placing an order, indicate the full Tyco Fire & Building Products or for of any other authorities havingjurisdic- product name. Please specify the products and components which have tion. Failure to do so may impair the quantity, figure number, type of gas- been subject to misuse, improper in- Integrity of this device. ket, Grade "A" EPDMA, Prelubricated stallation, corrosion, or which have not The owner is responsible for maintain- (Grade "A" EPDMA) or Grade "E" been installed, maintained, modified ing their system and devices in proper EPDM Tri -Seal, and size. or repaired in accordance with applica- operating condition. The installing Grinnell Grooved Piping Products, ble Standards of the the standards of contractor or manufacturer should be valves, accessories, and other prod- any other Authorities Having Jurisdic- contacted with any questions. ucts are available throughout the U.S., tion. Materials found by Tyco Fire & Canada, and internationally, through a Building Products to be defective shall network of distribution centers. You be either repaired or replaced, at Tyco may write directly or call 215 - 362 -0700 Fire & Building Products' sole option. for the distributor nearest you. Tyco Fire & Building Products neither Page 1 of 2 JULY, 2005 TFP1854 TFP1854 Page 2 of 2 assumes, nor authorizes any person to IN CONTRACT, TORT, STRICT LI- SHALL TYCO FIRE & BUILDING assume for it, any other obligation in ABILITY OR UNDER ANY OTHER LE- PRODUCTS' LIABILITY EXCEED AN connection with the sale of products or GAL THEORY, FOR INCIDENTAL, AMOUNT EQUAL TO THE SALES parts of products. Tyco Fire & Building INDIRECT, SPECIAL OR CONSE- PRICE. Products shall not be responsible for QUENTIAL DAMAGES, INCLUDING THE FOREGOING WARRANTY IS sprinkler system design errors or inac- BUT NOT LIMITED TO LABOR MADE IN LIEU OF ANY AND ALL curate or incomplete information sup- CHARGES, REGARDLESS OF OTHER WARRANTIES EXPRESS plied by Buyer or Buyer's repre- WHETHER TYCO FIRE & BUILDING OR IMPLIED. INCLUDINGWARRAN - sentatives. PRODUCTS WAS INFORMED TIES OF MERCHANTABILITY AND IN NO EVENT SHALL TYCO FIRE & ABOUT THE POSSIBILITY OF SUCH FITNESS FORA PARTICULAR PUR- BUILDING PRODUCTS BE LIABLE, DAMAGES, AND IN NO EVENT POSE B � C Figure 577 ....,( ---- \.. !IN ���r r u Grooved A Coupling � Ili � Pipe Max." $ Max. t Max. t Nominal Dimensions Net Bolt O.D. End Gap Pressure End Load A B C Size'" Weight Size Inches Inches psi Lbs. Inches Inches Inches Dia. x Lg. lbs. mm mm kPa N mm mm mm Kg 1 1/4" 1.660 0.06 300 649 2.68 4.21 1.65 3/8" x 2 1/4" 1.3 42.4 1.5 2,068 2,888 68 107 42 M10 x 57 0.6 1 1/2" 1.900 0.06 300 851 2.91 4.45 1.65 3/8" x 2 1/4" 1.5 48.3 1.5 2,068 3,783 74 113 42 M10 x 57 0. 2.375 0.06 300 1329 3.39 5.00 1.69 3/8" x 2 1/4" 1.8 2" 60.3 1.5 2,068 5,912 86 127 43 M10 x 57 0.8 2 1/2" 2.875 0.06 300 1947 3.90 5.43 1.77 3/8" x 2 1/4" 2.0 73.0 1.5 2,068 8,663 99 138 45 M10 x 57 0.9 76.1 mm 3.000 0.06 300 2121 3.98 5.59 1.77 3/8" x 2 1/4" 2.0 76.1 1.5 2,068 9,433 101 142 45 M10x57 0.9 3.500 0.06 300 2886 4.49 6.14 1.77 3/8" x 2 1/4" 3.3 3 , 88.9 1.5 2,068 12,839 114 156 45 M10 x 57 1.5 4 , 4.500 0.19 300 4771 5.71 7.52 1.85 3/8" x 2 1/4" 3.3 114.3 4.8 2,068 21,223 145 191 47 M10x57 1.5 139.7 mm 5.500 0.19 300 7127 6.81 8.74 1.93 1/2" x 3" 5.3 139.7 4.8 2,068 31,704 173 222 49 M12 x 76 2.4 5 , 5.563 0.19 300 7291 6.85 8.82 1.93 1/2" x 3" 5.3 141.3 4.8 2,068 32,434 174 224 49 M12 x 76 2.4 165.1 mm 6.500 0.19 300 9955 7.80 9.76 1.93 1/2" x 3" 5.7 165.1 4.8 2,068 44,280 198 248 49 M12x76 2.6 6" 6.625 0.19 300 10341 7.91 9.88 1.93 1/2" x 3° 5.9 168.3 4.8 2,068 46,000 201 251 49 M12 x 76 2. 8" 8.625 0.19 300 17527 10.24 12.80 2.40 5/8" x 3 1/4" 11.7 219.1 4.8 2,068 77,966 260 325 61 M16 x 83 5.3 * Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire & Building Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. "" Gold color coded metric bolt sizes are available upon request. $ Max. End Gap is for cut grooved standard weight pipe. Valves for roll grooved pipe will be 1/2 that of cut grooved. Figure 577 Rigid Couplings have an Anti - Rotation Feature of "gripping teeth" along the coupling keys, which make the Figure 577 perfectly suited for "arm over" installations where the likelihood of rotation is greatest. This feature may eliminate the need of extra hangers to support the arm over due to increased rigidity and gripping force saving time and cost. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to //al* ensure that pressure ratings and performance data is not exceeded. Always read and understand the =SO installation instructions (IH- 1000). Never remove any piping component or correct or modify any piping 9001 deficiencies without first depressurizing and draining the system. Material and gasket selection should be O verified to be compatible for the specific application. Certified Company TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 t qca I Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 www.tyco - fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Material: Limited Cast: Figures: 201, 210, 219, 250, 260, 501, 510, Description 519, 510DE, 501S, 510S and 519S - Warranty D uctile iron conforming to ASTM A -536, InD (yds) See Fire Protection Products manufactured by Tyco Fire Products are Submittal Sheet for Grade 65 -45 -12 warranted solely to the original Buyer for ten (10) Pressure Rating and Fabricated Steel: Figures 391, 392, 393, 312, years against defects in material and workmanship ® Listing/Approval Information 313, 321, 327, 341 and 350 Carbon Steel, when paid for and properly installed and maintained (Sizes 1 - 6" are Schedule 40); under normal use and service. This warranty wit ® (Sizes 8" - 12" are Schedule 30), expire ten (10) years from date of shipment by Tyco conforming to ASTM A -53 Grade B Fire Products. No warranty is given for products or The grooved fittings provide an economical Protective Coatings: components manufactured by companies not and efficient method of changing direction, • Non -lead orange paint affiliated by ownership with Tyco Fire Products orfor adding an outlet, reducing, or capping • Fire brigade red (optional) non -lead paint products and components which have been subject grooved piping systems. Grooved fittings • Hot dipped galvanized conforming to ASTM tomisuse, improperinstallation ,corrosion,orwhich are available in durable ductile iron or A -153 have not been installed, maintained, modified or fabricated steel as indicated. repaired in accordance with applicable Standards of Note: Figure 510S and 519S fittings are Ordering the National Fire Protection Association (NFPA), special short radius fittings with smaller and /or the standards of any other Authorities Having center to end dimensions than standard Procedure Jurisdiction. Matenais found by Tyco Fire Products grooved fittings. Depending on the size and When placing an order, indicate the full product to be defective shall be either repaired or replaced, at coupling used, there may be interferences at name. Please specify the quantity, figure number, Tyco Fire Products' sole option. Tyco Fire Products the bolt pads that require repositioning of the wall thickness, and size. neither assumes, nor authorizes any person to coupling orientation. The use of flange Grinnell Grooved Piping Products, valves, assumefor it,any otherobligation in connection with adapters is not recommended with Figures accessories and other products are available the sale of products or parts of products. Tyco Fire 510S and 519S fittings. Contact Tyco Fire throughout the U.S., Canada, and internationally, Products shall notbe responsibleforsprinklersystem Products for details. through a network of distribution centers. You design errorsorinaccurateorincompleteinformation WARNING may write directly or call 215 - 362 -0700 for the supplied by Buyer or Buyer's representatives. The Fittings described herein must be installed distributor nearest you. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE and maintainedin compliancewiththis document, LIABLE, IN CONTRACT, TORT, STRICT LIABILITY as well as with the applicable standards of the Care and OR UNDER ANY OTHER LEGAL THEORY, FOR National Fire Protection Association, in addition - INCIDENTAL, INDIRECT, SPECIAL OR to the standards of any other authorities having M ai ntenance CONSEQUENTIALDAMAGES, INCLUDING BUTNOT jurisdiction. Failure to do so may impair the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES, REGARDLESS OF performance of this device. testing, and maintenance of their fire protection WHETHERTYCOFIREPRODUCTSWASINFORMED The owner is responsible for maintaining their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES, fire protection system and devices in proper applicable standards of the National Fire Protection AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' operating condition. The installing contractor or Association (e.g., NFPA 25), in addition to the LIABILITY EXCEED AN AMOUNT EQUAL TO THE sprinkler manufacturershould be contacted with standards of any authority having jurisdiction. SALES PRICE. any questions. The installing contractor or product manufacturer 11E FOREGOING WARRANTYISMADEINLIEUOF should be contacted relative to any questions. ANY AND ALL OTHER WARRANTIES EXPRESS OR Technical Any impairment must be immediately corrected. IMPLIED. INCLUDING WARRANTIES OF It is recommended that automatic sprinkler MERCHANTABILITY AND FITNESS FOR A Data systems be inspected, tested, and maintained by PARTICULAR Pt POSE. Approvals: a qualified Inspection Service. UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Page 1 of 6 September 2004 TFP181O " • Page 2 of 6 TFP1810 - Figures 201, 210, 219, and 260 E I Figure 201 Figure 210 Figure 219 Figure 260$ C to 45° Elbow 90° Elbow Tee End Cap C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. ,f I t I 1 E Size Nominal mm Kg. mm Kg. mm Kg. mm Kg. CtoE I -- 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 L ...I o E 11 iv." 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 1'/" 1.75 1.1 2.75 1.2 2.75 1.8 0.88 0.6 2 Figure 201 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 Figure 210 2.00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 2 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 21/2" 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 i --ctoE-1 Et0E -1 ` I . 76 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 111.______1______Il 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 _ = E 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 I 1 n C-' 3 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 t • C to E 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 _ - 73.0 2.5 120.7 3.9 120.7 5.2 .___1_ Figure 260 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 4 " 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 Figure 219 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 - - 82.6 3.5 133.4 5.1 133.4 4.8 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 3.25 8.5 5.50 13.5 5.50 17.0 1.00 5.0 Friction Resistance* S" 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 (Expressed as Equivalent Straight Pipe) 3.50 12.0 6.00 14.6 6.00 13.9 Elbow Tee 159.Omm 88.9 5.4 152.4 6.6 152.4 6.3 Size 90° 45° Branch Run 165.1mm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 Inches Feet Feet Feet Feet 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 mm Meters Meters Meters Meters 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 11/4 1.9 1.0 4.8 1.9 6" 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 42.4 0.6 0.3 1.5 0.6 216.3mm 4.25 23.0 7.75 36.5 7.75 45.0 1 2.3 1.2 5.8 2.3 108.0 10.4 196.9 16.6 196.9 20.4 48.3 0.7 0.4 1.8 0.7 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 2 3.2 1.6 8.0 3.2 8" 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 60.3 1.0 0.5 2.5 1.0 10 „ 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 2'/2 3.9 2.0 9.8 3.9 120.7 14.1 228.6 27.2 228.6 32.7 31.8 9.1 73.0 1.2 0.6 3.0 1.2 5.25 40.0 10.00 67.0 10.00 92.5 1.25 36.0 76.1 mm 4.1 2.1 10.3 4.1 12" 133.4 18.1 254.0 30.4 254.0 42.0 31.8 16.3 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 t - Available with tapped plugs, contact Tyco Fire & Building Products. 88.9 1.5 0.7 3.7 1.5 108.0 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 133.0 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7mm 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.0 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1 mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3mm 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8' x 8' x 2' tee, the branch value 2' is 8.0 feet. • Friction resistance for all elbows and tees except Figures 510S and 519S. Page 3 of 6 TFP1810 Figures 501, 510, 519 and 510DE "4 I i- - CtoE - 1 I C to I i 111- _ - -_ -- _-_- - f � , C to E I CtoE • __ 1 I CtoE B r I! mimm. ��� E �- A - -CtoE Figure 501 Figure 510 Figure 519 Figure 510DE Figure 501 Figure 510 Figure 519 Figure 510DE 45° Elbow 90° Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1.75 0.9 2.75 1.0 2.75 1.4 11/4" 44.5 0. 69.9 0.5 69.9 0.6 1.75 1.1 2.75 1.2 2.75 1.8 1112' 44.5 0.5 69.9 0.5 69.9 0.8 2.00 1.8 3.25 2.0 3.25 2.7 2 " 50.8 0.8 82.6 0.9 82.6 1.2 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 21/2" 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 3 , 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 , 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 4 „ 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 5 „ 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 6 „ 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8 „ 4.25 23.0 7.75 36.5 7.75 45.0 7.75 4.95 2.75 26.3 108.0 10.4 196.9 16.6 196.9 20.4 196.9 125.7 69.9 11.9 Figures 501S, 510S and 519S C to i-- C10E -1 Oi i ` � {-. IIH _ i CtoE 1 CtoE • -- ! CtoE L - p 1 , ...-CtoE Figure 501S Figure 510S Figure 519S Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Friction Resistance 501S, 510S & 519S C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. (Expressed as Equivalent Straight Pipe) Nominal Inches Lbs. Inches Lbs. Inches Lbs. Elbow Tee Size mm Kg. mm Kg. mm Kg. Size 90° 45° Branch Run 2.00 1.8 2.75 1.5 2.75 2.1 Inches Feet Feet Feet Feet 2" 50.8 0.8 69.9 0.7 69.9 1.0 mm Meters Meters Meters Meters 2 3.2 1.6 8.0 3.2 21/2" 2.25 2.2 3.00 2.2 3.00 3.0 60.3 1.0 0.5 2.5 1.0 57.2 1.0 76.2 1.0 76.2 1.4 2 3.9 2.0 9.8 3.9 76.1.. 2.25 2.2 3.00 2.3 3.00 3.1 73.0 1.2 0.6 3.0 1.2 57.2 1.0 76.2 1.0 76.2 1.4 4.1 2.1 10.3 4.1 3" 2.50 3.5 3.38 3.0 3.38 4.1 76.1 mm 1.2 0.6 3.1 1.2 63.5 1.6 85.9 1.3 85.9 1.9 3 4.9 2.4 12.2 4.9 4" 3.00 5.2 4.00 5.6 4.00 7.7 88.9 1.5 0.7 3.7 1.5 76.2 2.4 101.6 2.6 101.6 3.5 4 6.5 3.3 16.3 6.5 139.7m. 3.25 7.7 4.88 8.6 4.88 12.0 114.3 2.0 1.0 5.0 2.0 82.6 3.5 124.0 3.9 124.0 5.4 8.0 4.1 20.0 8.0 5" 3.25 8.5 4.88 8.8 4.88 12.0 139.7mm 2.4 1.3 6i 2.4 82.6 3.9 124.0 3.9 124.0 5.4 5 8.2 4.1 20.5 8.2 165.1 mm 3.50 12.0 5.50 11.00 5.50 15.0 141.3 2.5 1.3 6.3 2.5 88.9 5.4 139.7 5.0 139.7 6.8 9.5 4.8 23.8 9.5 6" 3.50 12.0 5.50 11.2 5.50 15.2 165.1 mm 2.9 1.4 7.2 2.9 88.9 5.4 139.7 5.1 139.7 6.9 6 9.9 5.0 24.8 9.9 8" 4.25 23.0 6.88 23.4 6.88 31.2 168.3 3.0 1.5 7.6 3.0 108.0 10.4 174.8 10.6 174.8 14.2 8 13.1 6.6 32.8 13.1 " Note: Figure 510S and 519S fittings are special shod radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may be interferences 219, 1 _ 4.0 2.0 10.0 4.0 at the bolt pads which requires repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 5105 and 519S fittings. Contact Tyco Fire Products for details. Page 4 of 6 TFP1810 - Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. f- -EtoE-1 Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. I Inches mm Kg. Inches mm Kg. Inches mm Kg. 2.50 1.0 3.50 4.2 4.00 5.8 *2 x 1'/4 63.5 0.5 '139.7mm x 3 88.9 1.9 *6 x 5 101.6 2.6 12.2 II i 1I '2 X 1' /z 2.50 1.3 •139 X 4 3.50 4.4 S X 2 5.00 63.5 0.6 88.9 2.0 127.0 5.5 *21/2 x 2.50 1.2 51Yz x 3.50 4.6 8 5.00 12.1 ` Figure 250 63.5 0.5 88.9 2.1 127.0 5.5 Cast 2.50 1.5 3.50 4.6 5.00 12.0 *76.1mmx1' 63.5 0.7 5 x 2 88.9 2.1 8x3 127.0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 I-EtoE� *76.1 x2 63.5 0.8 5x2' /z 88.9 2.0 8 x 4 127.0 5.4 3x1Y4 2.50 1.3 5x3 3.50 4.4 8x5 5.00 11.3 63.5 0.6 88.9 2.0 127.0 5.1 ---- -. - - -- 3x1Yz 2.50 1.3 •5x4 3.50 4.5 8 5.00 10.8 _ _ 63.5 0.6 88.9 2.0 127.0 4.9 2.50 1.3 4.00 5.5 6.00 21.9 X *3 x 2 *165 104 Figure 350 63 p.6 1 01.6 2.5 152.4 10.0 Fabricated '3 x 21/2 3.00 1.5 •165.1 mm x 4 4.00 6.0 10 x 5 6.00 21.6 Sizes3 "to 6" 76.2 0.7 101.6 2.7 152.4 9.8 3.00 2.0 165.1 m x 139.7m 4.00 5.6 10 x 6 6.00 21.1 "3 x 76.1 mm 76.2 0.9 101.6 2.5 152.4 9.6 f-- -EtoE--1 3.00 2.2 4.00 6.0 6.00 19.5 4x1' /4 76.2 1.0 *6x2 101.6 2.7 10x8 152.4 8.9 11 1 3.00 2.3 4.00 6.0 7.00 28.0 4x1Yz 76.2 1.0 6x2' /z 101.6 2.7 12x4 177.8 12.7 30.0 '4 x 2 3.00 2.3 *6 x 76.1 mm 4.00 6.0 12 x 6 7.00 76.2 1.0 101.6 2.7 177.8 13.6 Figure 350 3.00 2.3 4.00 6.0 7.00 28.0 Fabricated `4x 21/2 76.2 1.0 6 x 3 101.6 2.7 12 x 8 177.8 12.7 Sizes 8" to 12" 3.00 3.2 4.00 5.9 7.00 33.0 `4x76.1mm 76.2 1.5 `6x4 101.6 2.7 12 x 10 177.8 15.0 4 x 3 3.00 2.6 *6 x 1397 4.00 6.3 . mm 76.2 1.2 101.6 2.9 Note: Sizes marked with an asterisk (') are only available in Figure 250 Cast. Sizes without an asterisk are only available in Figure 350 Fabricated. ADA CAP® Patented Pipe Nominal_ Dimensions Size Outlet OD • Tak Center to EDnd Net Inches Inches 1/2 Inches Inches Inches Inches Kg . - mm mm mm mm 1.25 1.75 1.89 0.77 1 31.8 44.5 48.0 0.3 1 1.900 1.25 1.75 1.89 0.77 C 1' /z 3/4 48.3 31.8 44.5 48.0 0.3 r 1 B 1.37 2.00 2.02 0.88 1 34.8 50.8 51.3 0.4 A - ; /z 1.25 1.75 1.89 0.92 i 31.8 44.5 48.0 0.4 L 2 3/4 2.375 1.25 1.75 1.89 0.92 60.3 31.8 44.5 48.0 0.4 1.37 2.00 2.02 1.06 1 34.8 50.8 51.3 0.5 1.47 1.97 1.89 1.28 1 /2 37.3 50.0 48.0 0.6 2 3/4 2.875 1.47 1.97 1.89 1.28 2 73.0 37.3 50.0 48.0 0.6 1.37 2.00 2.02 1.50 1 _ 34.8 _ 50.8 51.3 0.7 ISO -7 threaded outlets are available upon request. - _ Page 5of6 TFP1810 " Figures 391, 392, 393, 312 and 313 E to E--►I Figures 391, Figure 312 Figure 313 392 and 393 22 Elbow 11 Elbow Adapter Nipples Figure Nominal E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. - EtoE__ 1 1 /e" 101.6 0.8 4 . 5 0.4 3 .1 0.4 ' 101.6 0.4 44.5 0.2 35.1 0.2 4.00 0.9 1.75 0.5 1.38 0.5 11/2" 101.6 0.4 44.5 0.2 35.1 0.2 Figure _____ 4.00 1.2 1.88 0.6 1.38 0.6 392 - 2" 101.6 0.5 47.8 0.3 35.1 0.3 21/2" 4.00 1.9 2.00 0.7 1.50 1.1 E to E - .I - - 101.6 0.9 50.8 0.3 38.1 0.5 3 , 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 57.2 0.6 38.1 0.5 Fl Figure 6.00 5.5 2.63 2.4 1.75 2.2 393 4" 152.4 2.5 66.8 1.1 44.5 1.0 2.00 3.3 5 " 6.00 7.4 2.88 4.1 152.4 3.4 73.2 1.9 50.8 1.5 C to Eft 6" 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 Figure 6.00 14.2 3.88 11.1 2.00 8.7 312 8 152.4 6.4 98.6 5.0 50.8 3.9 C t E W 10 " 8.00 27.0 4.38 14.0 2.13 9.1 -- 203.2 12.2 11.3 6.4 54.1 4.1 C to E _ 12" 8.00 33.0 4.88 22.0 2.25 16.7 F igure 203.2 15.0 124.0 10.0 57.2 7.6 C taE M 313 Figures 327 and 341 4-- --C toE Figure 3 27 Figure 341 Cross 150 lbs. Flange Adapter Nominal C to E Appx. Wt. E to E Appx. Wt. Size nches Lbs. Inches Lbs. mm kg. mm kg. 1 /a" 2.75 2.0 4.00 2.8 ' 69.6 0.9 101.6 1.3 2.75 2.2 4.00 3.2 C to E 11/2• 69.9 2.0 101.6 1.5 1 3.25 2.7 4.0 5:2 l 2 " 82.6 1.2 101.6 2.4 Figure 327 3.75 5.0 4.00 8.0 21/2" 95.3 2.3 101.6 3.6 3" 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 I ! I i I 1 - 4" 17.0 5.4 152.4 7.8 I 1 5.50 17.1 6.00 21.4 E to E 5" 139.7 7.8 152.4 9.7 6 „ 6.50 27.5 6.00 26.0 i i t 165.1 12.5 152.4 11.8 I 8 " 7.75 47.0 6.00 38.4 196.9 21.3 152.4 17.4 Figure 341 9.00 68.0 8.00 65.0 10" 228.6 30.8 203.2 29.5 10.00 107.0 8.00 91.0 12" 254.0 48.5 203.2 41.3 • TFP1810 Page 6 of 6 . Figure 321 I-- c toE ----1 Figure 321 Reducing Tee I = Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. - - f Inches mm Kg. Inches mm Kg. j I 1' /2x1Yzx1Y+ 3.25 2.0 6x6x4 165.1 12. ctoE 82.6 0.9 I 3.25 2.7 6.5 27.0 1 2x2x11/2 82.6 1.2 6x6x5 165.1 12.2 2'hx2Yzx1Y+ 3.75 4.2 8x8x2 7.75 36.2 Figure 321 95.3 1.9 196.9 16.4 2Yzx2' /zx1Yz 3.75 4.2 7.75 36.5 8x8x3 95.3 1.9 196.9 16.6 2Yzx2V2x2 3.75 4.3 8x8x4 7.75 36.6 95.3 2.0 196.9 16.6 3x3x11 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 196.9 16.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3x3x2/ 4.25 5.8 10x10x2 9.00 57.1 108.0 2.6 228.6 25.9 4x4x1'/+ 5.00 9. 10x10x3 9.00 57.4 127.0 4.4 228.6 26.0 4x 4x 11/2 5.00 9.9 9.00 57.6 10x10 x4 127.0 4.5 228.6 26.1 4x4x2 5.00 10.1 9.0 57.8 10x10x5 127.0 4.6 228.6 26.2 4x4x2' /z 5.00 10.3 10x10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 9.00 58.4 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5x5x212 5.50 14.8 12 x 12 x 4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12 x 12 x 5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12 x 12 x 6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 12x12 x8 10.00 91.4 165.1 11.9 254.0 41.5 6x6x21 6.50 26.5 12x12x10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 I\�� General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions \ 9001 // r (IH- 1000). Never remove any piping component or correct or modify any piping deficiencies without first \,� depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. CENTRAL THREADED FITTINGS 10 -01 Threaded Fittings Tyco Fire Products - -- www.tyco - grooved.com CENTRAL 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 - -- USA -■•■.-- Customer Service /Sales: Tel: (215) 362 -0700 / Fax: (215) 362 -5385 Grooved Piping Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 General Te a Orderin _ � � Description Data Procedure Ordering information: When placing Figures: 811, 812, 813, 814, 815, an order, indicate the full product ® ® See Fire Protection 816, 817, 818, 820, 825, 827, name. Please specify the quantity, Submittal Sheet for 830, 719, California Tees, and figure number and size. pressure rating and Listing Street Elbows and Approval information Sizes: 1 /2" - 21h^ Availability and Service: Grooved Maximum Working Pressure: Piping Products, valves, accessories Ductile Iron threaded fittings (with 800 Series, California Tees, and other products are available the exception of California Tees and and Street Elbows: 300 psi throughout the U.S., Canada, and Street Elbows) conform to ANSI Figure 719: 250 psi internationally, though a network of B16.3. They are higher in strength Approvals: UL, and FM distribution centers. You may write and more corrosion resistant than Note: See Fire Protection directly or call 215 - 362 -0700 for the cast iron fittings. The additional Submittal Sheet for exact distributor nearest you. strength is provided by the ductile Listing /Approval information. properties making up the fitting. This Manufacture Source: is accomplished by adding Imported Care and magnesium while the iron is being Material: poured into it final cast shape. This Ductile Iron, conforming to Maintenance provides an advantage as the ANSI B16.3 (Note: Figure 719 fittings are not as susceptible to Plugs are constructed of Cast leaks or cracking and they are also Iron) The owner is responsible for the lighter than standard cast iron. Thread: N.P.T. inspection, testing, and Caution: Installers who have not used maintenance of their fire protection ductile iron threaded fittings before system and devices in accordance should be instructed that the fittings with the applicable standards of the are stronger than the pipe and over- I nsta I I ati o n National Fire Protection Association tightening the fitting can create leaks (e.g., NFPA 25), in addition to the and cause damage to pipe threads. In standards of any authority having general, there is about one - half turn jurisdiction. The installing contractor difference between cast iron and Apply Teflon Tape or high quality or product manufacturer should be ductile iron fittings. Apply Teflon tape pipe joint compound on the male contacted relative to any questions. or high quality pipe joint compound on pipe threads and tighten two to Any impairment must be the male pipe threads and tighten two three turns beyond hand tight. immediately corrected. to three turns beyond hand tight. If (See caution in first column) It is recommended that automatic you are using an automatic make -on sprinkler systems be inspected, machine, please exercise caution in tested, and maintained by a setting your machine to the proper qualified Inspection Service. parameters prior to tightening fittings onto the male pipe threads. No. 21 -3.0 Figure 811 90° Elbow A B Part Weight Box EA_1 Inches Inches Inches Number Lbs. Qty. • ,c_i 1 /2 1 9 /16 86206 0.24 240 3 /4 1 3 /4 86205 0.40 120 lasr� B 1 1 ' 86200 0.64 70 B B E !j 1'/4 1/a 1'/16 86201 0.95 40 Figure 815 - D t_j:I F _ {1 A 1 1 1 86202 1.24 30 Reducing Tee A 6'10alliii 2 2 1 86203 1.74 20 OMER 2 2 1 86204 3.28 10 Size A B C D E F Part Wt. Box 1 Inches Inches Inches Inches Inches Inches Inches Number Lbs. Qty. I I 3 /4 x 3 /4 x 1 /2 1 1 1 5 /e 5 /e " /16 86235 0.46 95 1 D i 3 /4 x 3 /4 x 1 1 1 1 7 /8 7 /8 11 /16 86755 0.68 65 Figure 812 1 1 x 1 /2 x 1 1 1 1 73 /16 13 /16 13 /16 86236 0.70 55 90° Reducing Elbow CI 1 A 1 X 3 /4 X 1 /2 1 1 1 9 /16 5 /8 13 /16 86756 0.63 80 swiiiiii. j 1 X 3 /4 X 3 /4 1 1 1 11 /16 3 /4 7 /8 86757 0.68 65 1 x X 1 1 1 1 13 /16 7 /8 13 /16 86237 0.77 55 Size A B C D Part Weight Box 1 x 1 x /2 1 1 1 /e 9 /16 9 /16 13 /16 86238 0.66 65 Inches Inches Inches Inches Inches Number Lbs. Qty. 1 x 1 x 3 14 1 1 1 11 /16 "/16 7 /8 86239 0.73 60 3 /4 X 1 /2 1 3 /16 1 5 /e 5 /a 86342 0.33 160 1 x 1 x1 1"/16 1"/16 1 1 1 7 /e 86240 0.97 45 1 x 1 1 9 /16 73 /16 86210 0.44 110 1 X 1 X 1 1 1 1 1 1 7 /8 86241 1.14 35 1 x 3 /4 1 1 11 /16 7 /8 86211 0.53 90 1 x 1 x 1 1 1 5 /8 9 /16 1 86242 0.81 50 1 x 1 /2 1 5 /16 1 1 /2 5 /8 15 /16 86212 0.64 75 1 x 1 x 3 /4 1 1 1 3 /4 1 1/16 1 86243 0.90 50 1 x 3 /4 1 1 3 /4 1 86213 0.75 60 1 1 x 1 1 9 /16 1 1 7 /8 13 /16 1 86244 1.03 45 1 x 1 1 1 2 /8 1 86214 0.77 55 1 1 x1 1 1"/16 1 1 1 1 86245 1.10 40 1 x 3 /4 1 1 3 /4 1 86221 0.95 45 1 X 1 X 1 1 1 1 1 1 1 86246 1.43 30 1 x 1 1 5 /8 1 7 /8 1 86215 0.99 40 1 1 /2 1 1 1 "/16 11 /16 1 86247 0.87 45 1 1 /2 X 1 1 1 1 1 86216 1.14 35 1 /4X 1 1 1 1 3 /4 3 /4 1 86248 0.96 45 2 x 3 /4 1 1 7 /8 1 86217 1.39 30 1 1 1 1 1 1 7 /8 7 /8 1 86249 1.10 40 2 x 1 1 2 2 1 86218 1.58 25 1 1 1 1 1 1 1 86250 1.50 30 2 x 1 2 2 1 1 86220 1.67 20 1 x1 x 2 2 2 2 1 1 1 86251 2.00 24 2 x 2 2 2 1 1 86262 3.01 15 1 x 1 x 1 1 1 77 /16 5 /e 1 86252 0.97 40 1 X 1 X 3 /4 1 1 1 3 /4 " /16 1 86253 1.14 40 1 1 x 1 1 1 1 7 /8 13 /16 1 86254 1.14 30 1 X 1 X 1 1 1 1 1 1 1 86255 1.52 30 Figure 813 1 1 X 1 1 1 11 /16 11 /16 5 /e 1 86257 1.03 40 45° Elbow 1 1 /2x 1 1 /4x 3 /4 1 1 1 3 /4 3 /4 1 86258 1.10 40 Size A B Part Weight Box Inches Inches Inches Number Lbs. Qty. 1 1 1 1 7 15 7 /8 1 86259 1.31 30 ,4l\.. 1 /z 7 /e 3 /e 86780 0.22 250 1 2 2 2 1 1 1 86260 1.94 20 3 /4 1 2 116 86781 0.33 150 1 1 1 1 "/16 11 /16 1 86261 1.14 35 1 1 13 /16 86280 0.48 90 1 X 1 X3/4 1 1 1 3 /4 3 /4 1 86262 1.23 35 IA* 11/4 1 5 /16 5 /8 86281 0 50 1 1 1 1 1 1 7 /8 7 /6 1 86263 1.38 30 A 1 1 1 13 13 7 1 1 3 1' /2 1 "/14 86282 0.93 35 1 1 !zx 1 /a 1 /16 1 /i6 1 /e 1 116 1 116 1 116 86264 1.50 30 2 1 15 /16 86283 1.55 18 1 x1 2 2 2 2 1 7 /16 1 1 86265 2.00 20 2 1 1 86782 2.70 12 2 x 1 x 2 2 2 2 1 1 1 86266 2.18 15 2x1 2 2 2 1 1 1 86267 2.31 15 2 x 1 x 1 1 1 3 /4 11 /16 1 86268 1.50 30 2 X 1 3 /4 1 1 1 7 /8 3 /4 1 86269 1.61 25 Figure 814 2 X 1 V2 X 1 1 1 2 1 7 /8 1 86270 1.65 20 Tee Size A B Part Weight Box 2x1' /2x1' /2 2 1 2 1 1 1 86272 2.03 20 fl Inches Inches Inches Number Lbs. Qty. 2x1V2x2 2 2/16 2 1' /2 1/16 1'12 86273 2.37 15 1 /2 1 9 /16 86340 0.33 150 2 x 2 x 1 1 1 3 /4 3 /4 1 86222 1.50 30 A 3 /4 1 3 /4 86341 0.50 90 2 x 2 X 3 /4 1 1 1X 7 /8 7 /8 1 86223 1.67 20 B B 1 1 13 /1e 86230 0.85 60 2 x 2 x 1 1 1 2 1 1 1 86224 1.91 20 } ■ B 1 1'14 1 1 86231 1.30 35 2 x 2 X 1 1 1 2 1 1 1 86225 2.05 20 A 1 1 1 86232 1.63 24 2 x 2 x 1 2 2 2 1 1 1 86226 2.11 15 L IlifirolililiN 2 2 1 1 /2 86233 2.63 12 2 x 2 x 2 2 2 2 1 1 1 86227 3.67 10 2 2 1 86234 4.55 8 2 2 X 3 /4 1 1 2 5 /8 7 /8 1 86274 2.22 15 -2- Figure 816 Figure 825 Reducing Coupling Extension Piece Size A B Part Weight Box Size A Part Weight Box Inches Inches Inches Number Lbs. Qty. Inches Inches Number Lbs. Qty. 3 /4 x' /2 1 "!,6 86772 0.38 240 Ill■ '/z x 1' /z 1' /z 72751 0.20 300 B A 1 x 1 /2 1 '!z 86228 0.38 200 1 /2 x 2 2 72980 0.27 250 .L_r ; I ` 1 x3/4 13/4 1/2 86229 0.53 110 i 3 /4 x 1 1 72981 0.22 250 1-- A 3 /4 x 2 2 72982 0.31 200 EA-t-Al 1 D G 9 S.� Figure 817 c H 1 Figure 827 � � Cross - ^� Hex Bushing _ I e �� r�� 1 �- Size A B C D Part Weight Box Size A Part Weight Box Inches Inches Inches Inches Inches Number Lbs. Qty. Inches Inches Number Lbs. Qty. 1 1 1 /2 13 /16 73 /16 86284 0.97 45 1 x 1 /2 1 72726 0.22 280 1 1 1 1 1 86285 1.59 25 1 x 3 /4 1 1 /16 72762 0.18 280 1 1 1 1 1 86286 1.89 20 1 x 1 1 72763 0.31 150 2 2 2 1 1 86287 2.93 10 1 x 1 1 72757 0.53 100 1 x 1 1 x 1 1 1 1 7 /8 86289 1.25 30 1 1 72764 0.35 100 1 x 1 1 x 1 1 1 1 1 86322 1.48 24 2 x 1 1 72759 0.75 80 2 x 2 x 1 x 1 2 1 1 1 86291 2.64 10 2 x 1 1 72761 0.69 80 2 x 1 1 72775 0.62 80 1 1 la gni Figure 818 I B A �.�. � Straight Coupling 1 Figure 830 Brass Seat Union B 1, .1--- Size A B Part Weight Box Size A B Part Weight Box Inches Inches Inches Number Wrench Lbs. Qty. Inches Inches Inches Number Lbs. Qty. 1 /2 1 5 /16 72779 1 0.18 360 1 /2 1 13 /16 86207 0.47 110 3 /4 1 9 /16 72778 1 0.26 200 3 /4 2 15 /16 86275 0.66 80 1 1 3 !8 72755 1 0.44 110 1 2 13 /16 86276 1.08 50 1 2 9 /16 72754 2 0.54 75 1 2 1 86277 1.54 35 1 2 3 /4 72753 2 0.71 60 1 2 1 86278 2.03 25 2 2 1 72752 2 1.15 30 2 3 1 86279 _ 3.15 18 2 3 3 /4 72758 3 2.29 18 Figure 820 Size A Part Weight Box Figure 719 Size A Part Weight Box Cap Cast Iron Plug Inches Inches Number Lbs. Qty. Inches Inches Number Lbs. Qty. �1 1 /2 7 /8 72776 0.15 500 1 /2 15 /16 86292 0.10 500 EIM A 3 /4 1 72777 0.22 300 3 /4 1 86293 0.18 300 I 1 I - I 1 1 72824 0.33 180 _ A 1 1 86294 0.28 200 1 1 1 72756 0.54 110 1 86295 0.50 110 1 1 72822 0.68 80 1 1 /2 1 86296 0.70 80 2 1 72823 0.96 45 2 1 86297 0.90 45 2 1 72825 1.80 25 -3- Street Elbows tif i I _ L . c c d I I IIIIIIII � I California Tees ipi ��I IIIIPJII �',\! IiIP . L-.±- A B A B L. Size A B C Part Weight Box Size A B C D Part Weight Box Inches Inches Inches Inches Number lbs. Qty. Inches Inches Inches Inches Inches Number lbs. Qty. 1 x 1 /2 1 3 /4 3 42003 0.70 80 1 x 1 /2x 1 1 7 /8 3 3 /4 42000 0.95 50 1 x 1 1 3 /4 3 42002 0.90 60 1 x 1 x 1 1 3 /4 3 3 /4 42001 0.95 45 FNA■,. Limited which have not been installed, IN NO EVENT SHALL TYCO FIRE maintained, modified or repaired in PRODUCTS BE LIABLE, IN Warranty accordance with applicable CONTRACT, TORT, STRICT Standards of the National Fire LIABILITY OR UNDER ANY Protection Association (NFPA), OTHER LEGAL THEORY, FOR Products manufactured by Tyco and /or the standards of any other INCIDENTAL, INDIRECT, Fire Products are warranted solely Authorities Having Jurisdiction. SPECIAL OR CONSEQUENTIAL to the original Buyer for ten (10) Materials found by Tyco Fire DAMAGES, INCLUDING BUT NOT years against defects in material Products to be defective shall be LIMITED TO LABOR CHARGES, and workmanship when paid for either repaired or replaced, at Tyco REGARDLESS OF WHETHER and properly installed and Fire Products' sole option. Tyco TYCO FIRE PRODUCTS WAS maintained under normal use and Fire Products neither assumes, nor INFORMED ABOUT THE service. This warranty will expire authorizes any person to assume POSSIBILITY OF SUCH ten (10) years from date of for it, any other obligation in DAMAGES, AND IN NO EVENT shipment by Tyco Fire Products. No connection with the sale of products SHALL TYCO FIRE PRODUCTS' warranty is given for products or or parts of products. Tyco Fire LIABILITY EXCEED AN AMOUNT components manufactured by Products shall not be responsible EQUAL TO THE SALES PRICE. companies not affiliated by for sprinkler system design errors THE FOREGOING WARRANTY IS MADE ownership with Tyco Fire Products or inaccurate or incomplete IN LIEU OF ANY AND ALL OTHER or for products and components information supplied by Buyer or WARRANTIES EXPRESS OR IMPLIED, which have been subject to misuse, Buyer's representatives. INCLUDING WARRANTIES OF improper installation, corrosion, or MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE. General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure that IiN pressure ratings and performance data is not exceeded. Never remove any piping component nor correct or modify any a — piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified , to be compatible for the specific application. WI t E_liN -MD COMPANY *LgCO /Flow Control/ Tyco Fire Products - Printed U.S.A. 10 -01 • • Dyna-FIow® High Strength Steel Pipe The original high - strength lightwall sprinkler pipe with hydraulics superior to Schedule -10. Dyna -Flow pipe is the "original" high- Specifications strength lightwall sprinkler pipe. Dyna- Flow has outstanding hydraulic NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ Wt/Lift (21') Wt/Lift (24') WI/Lift (25') capabilities and is recognized as the In; mm In; mm Lbs/Ft ;; Kg /m Lbs/Ft; Kg /m Lift Lbs; Kg Lbs; Kg Lbs; Kg most popular alternative to Schedule -10 1" 1.191 0.830 1.31 91 1,586 1,812 1,888 pipe. Lightweight, easy to cut and easy 25 30.3 1.2 1.95 91 719 822 856 to handle for installation. Dyna -Flow is a 1 1.536 1.059 1.87 61 1,356 1,550 1,615 valuable addition to any fire protection 32 39.0 1.6 2.78 61 615 703 733 system. 11/2' 1.728 1.667 2.71 61 2,135 2,440 2,542 Superior Hydraulics 40 43.9 2.5 4.03 61 968 1107 1153 2' 2.203 2.104 3.79 37 1,634 1,868 1,946 With an inside diameter of up to 11% 50 56.0 3.1 5.64 37 741 847 883 larger than Schedule -40 and up to 7% 2 2.703 2.564 5.10 30 1,615 1,846 1,923 larger than Schedule -10, Dyna -Flow 65 68.7 3.8 7.59 30 733 837 872 pipe hydraulics are exceptional. Larger 3" 3.314 3.387 7.18 19 1,351 1,544 1,608 I.D.s enable Dyna -Flow, and related 80 84.2 5.0 10.69 19 613 700 729 components, to be down -sized within the 4" 4.310 4.473 10.86 19 1,784 2,039 2,124 system, thus increasing the potential for 90 109.5 6.7 16.16 19 809 925 963 job cost savings. For complete Hazen - Williams charts, refer to "Dyna - Flow Hydraulic Data Tables." Coatings & Fabrication Specifications & Approvals Additional Benefits Dyna -Flow products are coated with Dyna- Flow /Super Flo pipe is manufac- • Lightweight and easy to install, an environmentally approved and tured to meet ASTM A -795 Type E, resulting in more efficient use of your specially formulated modified- acrylic or Grade A and is in compliance with freight and labor dollars. water -based coating. This durable coating NFPA -13 and NFPA -14. All sizes of is paintable. The black coating acts as Dyna Flow /Super Flo are UL Listed, FM •Provides stability needed to comply Approved and ULC Listed. with standard hanger spacing an excellent primer and is resistant to (15 ft O.C.) per NFPA. weathering and U.V. degradation from outdoor storage. (11) ® • Available in Standard lengths for your convenience, or can be ordered in -Metallurgical properties provide excellent Listed Approved Listed custom lengths upon approval. fabrication characteristics for end prep Dyna -Flow /Super Flo is UL/ULC Listed finishes, welding and roll grooving. for use with roll grooved, plain -end • Fast cutting and welding, as well as There is no special process or equipment couplings, and welded joints for wet, dry, easy roll grooving and end preparation. needed for fabrication and installation. preaction and deluge systems. It is FM • Available in Factory roll grooved form The internal surface of all black Allied Approved for roll grooved, plain -end, and for quicker shop turnaround. Tube & Conduit Fire Sprinkler pipe welded joints for wet systems. Refer to products up to 4.5000" in diameter is appropriate documentation for up -to -date • Clean, durable mill coating provides coated with our new Antibacterial listing and approval information. Dyna- longer "shelf life" and acts as an Formula, "ABF ". In scientific laboratory Flow /Super Flo is now available "hot- excellent primer for custom paint test, ABS proved to have superior dip" galvanized and has been specifically applications. resistance to microbial colonization of approved by FM for dry systems uses. pipe walls, thereby delaying or possibly preventing the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. t[JCO /Flow Control 16100 S. Lathrop • Harvey, IL 60426 Customer Service: aII'cJ 11350 Norcom Rd. •Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S2 - 3 Dyna-Thread® Full Line Sch -40 Replacement Dyna - Thread' offers the life expectancy of Sch40 with superior hydraulics and greater value. Dyna - Thread sprinkler pipe represents an engineering advancement for the sprinkler pipe industry. It combines the safety and longevity of traditional Sch -40 pipe with quality and superior hydraulic advantages. Comparison to Schedule 40 Comparison to L.W.T. Pipes • Dyna- Thread's inside diameter is up • With its increased strength and lighter • More wall thickness at the thread to 3.6% larger than Sch -40 giving it weight, Dyna- Thread reduces (CRR =1.00) gives Dyna- Thread superior hydraulics. And, when used installation fatigue and is ideal for better life expectancy than lightwall in combination with Dyna -Flow pipe, retro -fit applications. threadable pipe joints. down sizing often occurs. Corrosion Resistance Ratio (CRR) is a • Unlike lightwall threadable pipe, • Dyna- Thread is fully listed and UL (Underwriters Laboratory) term for Dyna - Thread has no thread gauge approved by UL, ULC, and FM for the estimated life expectancy of a pipe warning. fire sprinkler applications. joint. This is based on the calculated • Dyna - Thread is approved for • The life expectancy of Dyna - Thread wall thickness at the base of the first standard hanger spacing (15 ft. exposed thread, assumed to be the and Sch -40 are equal based on the weakest point of the pipe length. Dyna- O.C.), can be used as earthquake calculated wall thicknesses per UL. Thread and Sch -40 have the same sway bracing, and is safe to use as • The consistent quality of steel used to calculated wall thicknesses at this point drops. make Dyna- Thread facilitates smooth and are both assigned the same CRR of • Dyna- Thread is safer to weld on. threading and lower maintenance 1.00. costs. • Dyna- Thread is more widely accepted than lightwall threadable The internal surface face of all black Allied • The exterior of Dyna - Thread is where Sch -40 is specified. protected by a clean, durable mill Tube & Conduit Fire Sprinkler pipe coating for extended shelf life and products up to 4.5000" in diameter is easy paint application. coated with our new Antibacterial Formula, "ABF ". In scientific laboratory test, ABS proved to have superior Specifications & Approvals resistance to microbial colonization of ® ® ® pipe walls, thereby delaying or possibly Super 40/Dyna- Thread pipe is preventing the onset of manufactured to meet: ASTM A -135, Microbiologically Influenced corrosion Grade A and is in compliance with Listed Approved Listed NFPA -13. All sizes of Super 40/Dyna- (MIC) when the First Sprinkler System is first installed. Thread are rated at 300 psi working pressure. Super 40/Dyna- Thread is UL and ULC Listed for wet, dry deluge and Specifications pre- action sprinkler systems and FM NPS Nominal I.D. Wt. Wt. (H20 Filled) Pcs/ WtILitt (21') Wt/Lift (24') Wt/Litt (25') Approved for use in wet systems. Super In; mm In; mm Lbs/Ft; Kg/m Lbs/Ft; Kg/m Lift Lbs; Kg Lbs; Kg Lbs; Kg 40/Dyna Thread can be "hot - dip" 1" 1.080 1.330 1.75 70 1955 2234 2327 galvanized to meet FM requirement for 25 27.4 2.0 2.60 70 887 1013 1056 dry systems. Super 40/Dyna- Thread is 11/4" 1.408 1.870 2.54 51 2002 2288 2384 approved for all threaded couplings and 32 35.8 2.8 3.78 51 908 1038 1081 welded outlets and is suitable for all 11/2" 1.639 2.290 3.22 44 2115 2418 2519 roll - grooved, and plain -end fittings. 40 41.6 3.4 4.79 44 959 1097 1143 (See listing information). 2" 2.104 3.050 4.57 30 1921 2196 2287 50 53.4 4.5 6.80 30 871 996 1037 VI CO allied 16100 S. Lathrop • Harvey, IL 60426 Customer Service: *' CO /Flow Control `-J 11350 Norcom Rd. • Philadelphia, PA 19154 (800) 882 -5543 TUBE & CONDUIT 2525 N. 27 th Ave. • Phoenix, AZ 85009 Fax 708 - 339 -1806 S3 - 3 SYSTEM �...� SENSOR SSM /SSV Series Alarm Bells System Sensor's SSM and SSV series bells are low current, high decibel notification appliances for use in fire and burglary systems or other signaling applications. Features Reliable Performance.The SSM and SSV series provide loud Approved for indoor and outdoor use resonant tones.The SSM series operates on 24VDC and are motor • driven, while the SSV series operates on 120VAC utilizing a vibrating • Low current draw mechanism. • High dB output ▪ Available in six inch, eight inch, and ten inch sizes Simplified Installation. For indoor use, the SSM and SSV series mount to a standard four -inch square electrical box. For outdoor ▪ AC and DC models applications, weatherproof back box, model number WBB, is used. • DC models polarized for use with supervision circuitry Mount directly to standard four inch square electrical box indoors The SSM and SSV series come pre- wired, to reduce installation time. • The SSM series incorporates a polarized electrical design for use with • SSM and SSV series pre -wired supervision circuitry. Agency Listings -- ® IVIEA LISTED APPROVED ,1 35- 165 3 1 25 approved 11011 CO549 3005255 3135- 1653.100 331 -01 -0 • SSM /SSV Specifications Architectural /Engineering Specifications ' Model shall be a SSM or SSV Series alarm bell. Bells shall have underdome strikers and operating mechanisms. Gongs on said bells shall be no smaller than nominal 678710" (specify size) with an operating voltage of 24VDC or 120VAC (specify by part number). Bells shall be suitable for surface or semi -Flush mounting. Outdoor surface mounted installations shall be weatherproof (using optional WBB weatherproof electrical box). Otherwise bells shall mount to a standard 4" square electrical box having a maximum projection of 21 ". Bells shall be located as shown on the drawings or as determined by the Authority Having Jurisdiction. Bells shall be listed for indoor /outdoor use by Underwriters Laboratories and the California State Fire Marshal, and approved by Factory Mutual and MEA. Physical /Operating Specifications Operating Temperature Range -31°F to 140 °F Operating Voltage SSM series: 24VDC SSV series: 120 VAC Termination Provided with 2 sets of leads for in /out wiring Service Use Fire Alarm, General Signaling, Burglar Alarm Warranty 3 years Electrical Specifications Model Gong Diameter Nominal Voltage Operating Voltage Maximum Current Sound Output (dBA) (inches) Limit SSM24 -6 6 Regulated 24VDC 16 to 33VDC DC -31.1 mA/ FWR- 53.SmA 82 SSM24 -8 8 Regulated 24VDC 16 to 33VDC DC -31.1 mA/ FWR- 53.SmA 80 SSM24 -10 10 Regulated 24VDC 16 to 33VDC DC -31.1 mA/ FWR- 53.5mA 81 SSV120 -6 6 Regulated 120VAC 96 to 132VAC 53mA 85 SSV120 -8 8 Regulated 120VAC 96 to 132VAC 53mA 82 SSV120 -10 10 Regulated 120VAC 96 to 132VAC 53mA 82 *Sound output measured at Underwriter Laboratories, as specified in UL464 Ordering Information UL /FM Model No. ULC/Canadian Model No. Description SSM24 -6 SSM24 -6A Bell, 6 24VDC, Polarized, 82dBA SSM24 -8 SSM24 -8A Bell, 8', 24VDC, Polarized, 80dBA SSM24 -10 SSM24 -10A Bell, 10 , 24VDC, Polarized, 81 dBA SSV120 -6 SSV120 -6A Bell, 6', 120VAC, 85dBA SSV120 -8 SSV120 -8A Bell, 8; 120VAC, 82dBA SSV120 -10 SSV120 -10A Bell, 10 ; 120VAC, 82dBA WBB Weatherproof back box for SSM and SSV series, when installed outdoors *-- SYSTEM ✓ TE 02007 system Sensor 3825 Ohio Avenue • St. Charles, IL 60174 Proij�ts pedficanons sugectrccnangewithoutnotice.v :a systemsensocco„r« ., SENSOR Phone 800- SENSOR2 • Fax: 630 - 377 -6495 current product information, including the latest version of this data sheet A05- 0260 -008 • 4/07 .47676 Back Box (patent Pend) r for Fire Alarm Bell, ABS Description FPPI's Back Box for Fire Alarm Bells is made from high impact ABS thermoplas- tic. ABS is known for its strength and rigidity and has superior electrical insula- tion properties as compared to PVC, Styrene or other plastics. ABS can also be Specifications used in a wide range of temperatures from -13 °F ( -25° C) and 140 °F (60 °). ABS is resistant to the elements that would normally cause corrosion in a similar back Materials: box made from cast aluminum with a painted finish. The back box design includes Acrylonitrile butadiene sty - two tabs for easy surface mounting with two 1/2" NPT threaded inlets /outlets for rene (ABS) through wiring. Each back box is supplied with four screws for mounting a compat- ible bell and an extra 1/2" NPT plug for plugging an unused NPT inlet or outlet. Sizes: 4" Back box with two 1/2" NPT threaded outlets/inlets. Includes for bell mounting Installation erties are dependent on a ll installed screws and one 1/2" NPT components (NPT plugs, conduit Install in accordance with usual and p connections, alarm bells, etc.) being customary installation techniques for installed in a weather resistant fashion electrical apparatus. The ABS back Color: and having weather resistant properties Dark Gray box can be attached to most flat even of their own. When installed correctly, surfaces in either horizontal or verti- the final assembly of all components cal positioning. Mounting to an un- should provide a reasonable amount of even surface may cause the back box resistance to moisture. to become deformed, compromise weather resistance and prevent proper Maintenance installation of the alarm bell. In order to No regular maintenance is required. maintain its' weather resistant proper- As with all fire sprinkler system compo- ties install the supplied 1/2" NPT plug nents, regularly inspect the back box when not "through" wiring the bell to for damage to insure expected perfor- another appliance. Prolonged exposure mance. to direct sunlight may cause the surface of the backbox to appear slightly discol- ored. This appearance does not change Related Products the performance characteristics of the product. Do not mount any electrical 6" Alarm Bell appliance in areas that are expected to 10" Alarm Bell be exposed to direct streams of water Alarm Bell Cage (Guard) or directly exposed to inclimate weather. Alarm Bell Signs The back box weather resistant prop- Fire Protection Products, Inc. 6241 Yarrow Dr., Suite A, Carlsbad, CA 92011 -1541 FP P 1' For questions: 1 800 344 - 1822.1 800 344 -3775 fax • www.fppi.com ©2007 Fire Protection Products, Inc • , . VSO. VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL, CUL and CSFM Listed, FM Approved, For CE Marked (EN12259 -5) / VdS Approved model use VSR -EU Service Pressure: 450 PSI (31 BAR) - UL -w . - Flow Sensitivity Range for Signal: 4 -10 GPM (15 -38 LPM) - UL Maximum Surge: 18 FPS (5.5 m /s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125 /250VAC ' 2.0 Amps at 30VDC Resistive 10 mAmps min. at 24VDC Conduit Entrances: Two knockouts provided for 1/2" conduit. ` mm t Individual switch compartments suitable pot , „ for dissimilar voltages. .--' Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or outdoor use with factory installed gasket and die -cast housing when used with appropriate conduit fitting. • Temperature Range: 40 °F - 120 °F, (4.5°C - 49 °C) - UL < • Non - corrosive sleeve factory installed in saddle. Service Use: Automatic Sprinkler NFPA -13 One or two family dwelling NFPA -13D Residential occupancy up to four stories NFPA -13R National Fire Alarm Code NFPA -72 Ordering Information Nominal Pipe Size Model Part Number Optional: Cover Tamper Switch Kit, Stock No. 0090148 2" DN50 VSR -2 1144402 2 1/2" DN65 VSR -2 1/2 1144425 A WAR N I N G 3" DN80 VSR -3 1144403 3 1/2" - VSR - 1/2 1144435 • Installation must be performed by qualified personnel and in 4" DN100 VSR - 1144404 accordance with all national and local codes and ordinances. • Shock hazard. Disconnect power source before servicing. Serious 5" - VSR - 1144405 injury or death could result. 6" DNI50 VSR - 1144406 • Risk of explosion. Not for use in hazardous locations. Serious 8" DN200 VSR - 8 1144408 injury or death could result. GENERAL INFORMATION to indicate unauthorized removal of the cover. See bulletin number 5401103 for installation instructions of this switch. The Model VSR is a vane type waterflow switch for use on wet INSTALLATION: See Fig.1 sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2" thru 8" (50 mm thru 200 These devices may be mounted on horizontal or vertical pipe. On mm). horizontal pipe they should be installed on the top side of the pipe LPC approved sizes are 2" thru 8" (50 min thru 200 min). See Ordering where they will be accessible. The device should not be installed Information chart. within 6" (15 cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. The VSR may also be used as a sectional waterflow detector on large systems. Drain the system and drill a hole in the pipe using a hole saw in a slow The VSR contains two single pole, double throw, snap action switches speed drill. (see Fig. 1) and an adjustable, instantly recycling pneumatic retard. The switches Clean the inside pipe of all growth or other material for a distance equal are actuated when a flow of 10 GPM (38 LPM) or more occurs to the pipe diameter on either side of the hole. downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. Roll the vane so that it may be inserted into the hole; do not bend or ENCLOSURE crease it. Insert the vane so that the arrow on the saddle points in the direction of the waterflow. Install the saddle strap and tighten nuts The VSR switches and retard device are enclosed in a general purpose, alternately to required torque. (see Fig. 1). The vane must not rub the die -cast housing. The cover is held in place with two tamper resistant inside of the pipe or bind m any way. screws which require a special key for removal. A field installable Specifications subject to change without notice. cover tamper switch is available as an option which may be used Potter Electric Signal Company • 2081 Craig Road, St. Louis, MO, 63146 -4161 • Phone: 800- 325- 3936 /Canada 888 - 882 -1833 • www.pottersignal.com awr mammoatiosoismommannommess PRINTED IN USA MFG. #5401146 - REV F PAGE 1 OF 3 3/07 vsR • • P PO'fTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 OPTIONAL COVER TAMPER SWITCH FIG. 2 SWITCH TERMINAL CONNECTIONS �\ A :, EXTENDED PERIOD OF TIME CLAMPING PLATE THE DELAY C BED ADJUSTED BY ROTATING THE - \ I� TERMINAL ` \ 0; '' % O TIGH TEN NUTS RETARD ADJUSTMENT KNOB FROM O TO THE MAX ) • :- I �. ALTERNATELY SETTING (60-90 SECONDS). THE TIME DELAY SHOULD �/ i�' BE SET nT THE MINIMUM REDREQUIRED TO PREVENT IL._ � j �i f/ 1� FALSE ALARMS. lG am) llui MOUNT ON SADDLE V 411 14 10 4111311146. POI ARROW ON SADDLE NTS W I D S ON OF NTS IN DLO W r � � n� DWGM 923- 3 G - 7 - ROLL PADDLETN ADAPTER p�V_ ' �.__— OPPOSITE \ \ \ \ \GV — % /� ADAPTER OF WATERFLOW DIRECTION OF \ 1 20mm t2m WATERFLOW m MAX. \ � I DN50 ONLY �J A WA R N I N G USE (2) 5180162 ADAPTERS AS SHOWN ABOVE DWG. 41146 -IE An uninsulated section ofa single conductor should not MY. 1146, (Flowing water activates device in one direction only.) be looped around the terminal and serve as two separate Installation Requirements connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire Model Nominal Pipe Size Nominal Pipe O.D. Hole Size U -Bolt Nuts Torque become dislodged from under the terminal. Failure to inch mm inch nun inch mm ft -]b n -m sever the wire may render the device inoperable risking severe property damage and loss of life. VSR -2 2 DN50 2375 60.3 VSR-2 1/2 21/2 2.875 73.0 1.25 +.125/ -.062 33.0+2.0 VSR-2 1/2 21/2 DN65 3.000 76.1 A CAUTION VSR -3 3 DN80 3.500 88.9 Waterflow switches that are monitoring wet pipe sprinkler VSR -3 1/2 3 1/2 4.000 101.6 20 27 systems should not be used as the sole initiating device to VSR-4 4 DN100 4.500 1143 discharge AFFF, deluge, or chemical suppression systems. 2.00 ± .125 50.8 ± 2.0 Waterflow switches used for this application may result VSR -5 5 5.563 1413 in unintended discharges caused by surges, trapped air, or VSR -6 6 DN150 6.625 168.3 short retard times. VSR -8 8 DN200 8.625 219.1 FIG. 3 FIG. 4 FIG. 5 TYPICAL ELECTRICAL CONNECTIONS Break out thin section of cover when wiring both To remove knockouts: Place screwdriver switches from one conduit entrance. at inside edge of knockouts, not in the �i -- - -- NEGATIVE center. p ' II NEUTRAL ' _'' ,11 1k•r->r, POSITIVE DC ' _ OR HOT AC 1-1 to _�1■ �—. —n i d WATERFLOW ZONE 1 �`l ' '' }.;' III I ON FIRE •PANEL \ -/ :, NOTES: I--'-'' I:'.% : 4 :-.- / / � 1r • ] . The Model VSR has two switches, one can be used � ) .� ''"'" � �� to operate a central station, proprietary or remote -_ / � r 1 signaling unit, while the other contact is used to operate a local audible or visual annunciator. ,/I 2. A condition of LPC Approval of this product is •� NO �.. „� that the electrical entry must be sealed to exclude moisture. 3. For supervised circuits see "Switch Terminal \\ DWGR 1146-4 Connections” drawing and caution note (Fig. 2). 1 PRINTED IN USA MFG. #5401146 - REV F PAGE 2 OF 3 3/07 • VSR _ p POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD Compatible Pipe Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Schedule 10 (UL) Schedule 40 (UL) BS -1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm VSR -2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 VSR-2 1/2 21/2 2.875 73.0 0.120 3.05 0.203 5.16 VSR-2 1/2 DN65 3.000 76.1 0.142 3.6 0.102 2.6 VSR -3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-3 1/2 31/2 4.000 101.6 0.120 3.05 0.226 5.74 VSR -4 4 DN100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR -5 5 5.563 141.3 0.134 3.40 0.258 6.55 VSR -6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR -8 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 TESTING NOTE: For copper or plastic pipe use Model VSR -CF. The frequency of inspection and testing for the Model VSR and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. MAINTENANCE Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble -free service. If any part of the detector does not perform properly, replace the entire detector. REMOVAL • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Tum off electrical power to the detector, then disconnect wiring. • Loosen nuts and remove U- bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. IMPORTANT NOTICE Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions MOUNTING DIMENSIONS 89, (3.50") GROUND SCREWS 141,2 mm (5.56 ") Ir ^� �i so. 5un 8 mm ; I I : ' � • (2.34 ") (2.00 ") U -BOLT NUT 9.4 n �8 mm �� I U -BOLT WASHER .. ,. PIPE DIA +1334 mm •�■�• �L' ; PIPE SADDLE :i PIPE p lig PLASTIC PADDLE , U - BOLT NOMINAL PIPE DIA. +44,5 mm (+ 1 - 3/4) FOR DN50 - DN65 (2 - 2 - 1/2 ") NOMINAL PIPE DIA. +54,0 mm ( +2 -I/8") FOR DN80 - DN200 (3 - 8 ") DWG! 1146M1 ' PRINTED IN USA MFG. #5401146 - REV F PAGE 3 OF 3 3/07 MODEL 1011A y TES TIAN DRA I N ® • 3/4 1" 11 ' 11/2 " 2 " o te e 1: � TENT t ORIFICE $ r 11 I UoH al fi e. . <vna ^ (�III1AEfeG 1�7k _ Rfi !hiry 9sn,3mFric f",�fiYI111 ".: zdr, 4 r . 4,7 e ;),), 5 ,✓ • USA PATENT AND OTHER PATENTS PENDING ❑ The AGF Manufacturing Inc. Model 1011A Matches All The Features And Benefits Of Our Model 1000 by Providing Both The Test Function And The Express Drain Function In A Multistory Installation, With The Added Feature Of An Integral Model 7000 Pressure Relief Valve With Drainage Piping. ❑ Available In A Full Range Of Sizes From 3 /4" To 2 ", NPT & BSPT, With All Specifiable Orifice Sizes 3 /8 ", 7 /16 ", 1 /2 ", 17 /32 ", 5 /8" (ELO), 3 /4" (ESFR), & K25. ❑ The Model 1011A Complies With The Requirements Of NFPA 13, 13R, & 13D, Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of All Pressure Reducing Valves. ❑ The Model 1011A Is A Single Handle Ball Valve That Is Lightweight And Compact, Which Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PSI Rated. ❑ The Included UL /FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available. ❑ Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With A Drainage - Piping Outlet. ❑ The Unit Comes Shipped In A Semi - Assembled State With The Relief Valve And The Bypass Drain Ports Plugged. This Is Done To Ease Pressure Testing The System. � OLIT NOW Autac MO us f} (3- -' on the Internet ` /f www:testandratts.comtr ` MODEL 1011A , . ' . a �. MODEL 1011 (UL LISTED /FM APPROVED) BRONZE BALL VALVE F M ODEL 7000 (UL LISTED /FM APPROVED) PRESSURE RELIEF VALVE 441131 F ACTORY SET AT 175 PSI WITH OTHER SETTINGS AVAILABLE. FRONT VIEW - MODEL 1011A PLAN VIEW INLET A ■ E 1 O __ + o t Uj ♦ B � elk DRAIN ! " - -4-- D' - . /4) . • - �� 1 ;i� � " 'ill . ,1 � TO DRAIN f\ ` N c G .......................................... r u , ,.„ , , From the February 1, 1999 Edition of NFPA 13: Chapter 4 -1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5- 14.1.2.3 Requires a relief valve be installed downstream of all pressure- reducing valves ORIFICE SIZES AVAILABLE - 7 /16, 1 /2, 17 /32, ELO( /8)', ESFR( /4), K25" DIMENSIONS - INCHES OVERALL LENGTH 1 O 11 1011 SIZE A B C D E F G H MATERIAL LIST 3/4" 7 9 /16 " 1 1/2" 2 3/ 3 5 /e "" 3 3 1 13 /16" 4 9 /16 "" 6 3 /8" 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm PART: MATERIAL: 1 11 7 9 /16 " 1 1 /2" 2 3 /16" 3 5 4" 3 3/8" 1 13 /16 1 4 9/16" 6 318 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm HANDLE STEEL ' ROD BRASS 1 1 7 15 /16 " 1 11 /16 " 2 9 /16" 4 1 /4" 3 5 /16" 1 15 /16r 5 9 /16" 5 1 /2" BALL C.P BRONZE 201mm 42.70mm 65.36mm 108.36mm 82.84mm 50.89mm 141.39mm 192.28mm BODY BRONZE 1 1/2" 8 15 /16 " 1 13 /16" 3 1 /4" 5 1 116" 3 7 /8" 2 5 /8" 8 1 /4" 10 7 /B" VALVE SEAT IMPREGNATED TEFLON 226.68mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm INDICATOR PLATE STEEL RELIEF VALVE 2" 8 15 /16" 1 13 /16" 3 1 /4" 5 1/16" 3 7 /8 " 2 5 /8 ° 8 1 /4 " 1 0 7 /8 BYPASS FITTINGS BRASS BRONZE 226.68mm _ 45.50mm _ 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60m BYPASS TUBING NYLOBRAID *Available on 1 1/4e to 2" size valves only. 1 e Available on 1 1 /2" & 2" size valves only. USA PATENT AND OTHER PATENTS PENDING 2 . E LC of s aULU�STEO6 MAPPROVED UL LISTING EX4019(N) & EX4533(N) A AGF Manufacturing Inc. JOB NAME: 100 Quaker Lane, Malvem, PA 19355 T: (610) 240 -4900 / F: (610) 240 -4906 ARCHITECT: Email: info @testandrain.com -'i■ ENGINEER: Web: www.testandraln.com Reliability" Versati .Code Compatibility MADE IN U.S.A. CONTRACTOR: Af RiserPACK and TESTanDRAIN are registered trademarks of AGF 8/01 f VSR p POUER VANE TYPE WATERFLOW e The Symbol of Protection ALARM SWITCH WITH RETARD Compatible Pipe Model Nominal Pipe Size Nominal Pipe O.D. Pipe Wall Thickness Schedule 10 (UL) Schedule 40 (UL) BS -1387 (LPC) DN (VDS) inch mm inch mm inch mm inch mm inch mm inch mm VSR -2 2 DN50 2.375 60.3 0.109 2.77 0.154 3.91 0.142 3.6 0.091 2.3 VSR-2 1/2 21/2 2.875 73.0 0.120 3.05 0.203 5.16 VSR -2 1/2 DN65 3.000 76.1 0.142 3.6 0.102 2.6 VSR -3 3 DN80 3.500 88.9 0.120 3.05 0.216 5.49 0.157 4.0 0.114 2.9 VSR-3 1/2 31/2 4.000 101.6 0.120 3.05 0.226 5.74 VSR-4 4 DN100 4.500 114.3 0.120 3.05 0.237 6.02 0.177 4.5 0.126 3.2 VSR -5 5 5.563 141.3 0.134 3.40 0.258 6.55 VSR-6 6 DN150 6.625 168.3 0.134 3.40 0.280 7.11 0.197 5.0 0.157 4.0 VSR -8 8 DN200 8.625 219.1 0.148 3.76 0.322 8.18 0.248 6.3 0.177 4.5 TESTING NOTE: For copper or plastic pipe use Model VSR -CF. The frequency of inspection and testing for the Model VSR and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch line, should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. MAINTENANCE Inspect detectors monthly for leaks. If leaks are found, replace the detector. The VSR waterflow switch should provide years of trouble -free service. If any part of the detector does not perform properly, replace the entire detector. REMOVAL • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Tum off electrical power to the detector, then disconnect wiring. • Loosen nuts and remove U- bolts. • Gently lift the saddle far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector saddle. • Lift detector clear of pipe. IMPORTANT NOTICE Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions MOUNTING DIMENSIONS 89,0 mm (3.50") i GROUND SCREWS 141,2 mm .,�� (5.56 ") 59,4 mm (I■I� 5 (2. mm I ''I I:� WA (2.00' ir - -- I I� U -BOLT NUT "- 1 I 1 P IPE D1A U -BOLT WASHER ; , �" „ +133,4 mm •��.��. O,I ( n. �l.b � ., l O .' ( + 5 -1/4") � ,, 11 � :∎16 ; PIPE SADDLE " PIPE IIIII Nig PLASTIC PADDLE U-BOLT NOMINAL PIPE DIA. +443 mm (+ 1 -3/4) FOR DN50 - DN65 (2 - 2 -12 ") NOMINAL PIPE DIA. +54,0 mm (+ 2 -1/8") FOR DN80 -1319200 (3 - 8 ") DWG/ 11464 PRINTED IN USA MFG. #5401146 - REV F PAGE 3 OF 3 3/07 MODEL 101 , AR- TEST AN DBAIN® " 1'I4' 1 /2 2 i ,* ,, . _., ,,, -4 ,, ,,,;,..,.,.._ ,,,,,,,,,..,,:_,.......„ „,,,,, , i g � — `� �� TEST , E , � .".� � � 1 12` O RIFICE � ,�-. .. ''' s« l$ .v Z" t ,�Y . 1 k F e^�p ' f 9 .,. {ha .�,.1 F #k.. TEST, RAt .. •` rJJ I � x e' -.tlM (17TdW6RL�E �` #,^ 144'6 L,„11-7t:: ^- „Tilt X 98. € - ',< ” ' f i� y & ' Yx y hit, a S . g p :k �' y f, F r 1 f k--, 1 �I 'i! ". ?rl ; ) ?> }fir, Wi" f , USA AT T ANO PATENTS PENDING tt` "� CI The AGF Man ufacturing Inc Model 1011 A Ma tches All The Features And Benefits Of Our Model 1000 by Providing Both The T est Function And The Express Drain Function In A Multistory Installation,. With The Added Feature Of An Integral Mode 7000 Pressure Relief Valve With Drainage Pping. Ca Available I A Full Range Of Sizes From 3 /4" To 2 ", NPT & BSPT, W All Specifiable Orifice Sizes 3 /8 ", 7 /16 ", 1 /f, ��/ " 5 /8" (ELO), 3 /4" (ESFR), & K25. ❑ The M od el 1011 A Complies With The Requirements Of NFP 13, 13R, & 13D, Which Stipulate A Pressure Relief Valve Be Installed On All Gridded Systems And Downstream Of Ali Pressure Reducing Va lves. ❑ The Model 1011 A Is A Single Handle Ball Valve That Is Lightweight And Compact, Which Includes A Tamper Resistant Test Orifice, Integral Tamper Resistant Sight Glass, And Is 300 PS R ated. ❑ The Included UL /FM Model 7000 Pressure Relief Valve Features A Flushing Handle And Is Factory Set At 175 PSI, Other Pressure Settings Are Also Available. CI Designed To Relieve Excess System Pressure Caused By Surges Or Temperature Changes As Well As Solve The Difficult Problem Of Providing The Relief Valve With ADrainage P iping Outlet. ❑ The Unit Comes Shipped In A Semi- Assembled State With The Relief Valve And The Bypass Drain Ports Plugged. This Is Done To Ease Pressure Testing T System. c oU t New p uioc, �+, wish us b 0 on fh e Interne ` S // 0 at wwvt. testand rain.cern. MODEL 1011 A , Atil _...._ , )1° M ODEL 1011 (UL LISTED /FM APPROVED) BRONZE BALL VALVE MODEL 7000 (UL LISTED /FM APPROVED) PRESSURE RELIEF VALVE F ACTORY SE T AT 175 PSI WITH OTHER SETTINGS AVAILABLE. ®© FRONT VIEW - MODEL 1011 A PLAN VIEW r INLET A 1 �. A ► it ■ E al O I i Irdlineall -I M. O Mt alligi _ .411---- D. - PM DRAIN - III K 1 J - TO DRAIN '� %\ ii G I t From the February 1, 1999 Edition of NFPA 13: Chapter 4 -1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5- 14.1.2.3 Requires a relief valve be installed downstream of all pressure- reducing valves ORIFICE SIZES AVAILABLE -3 / 8, 7 /16, 1 /2, 17 /32, ELO( /8Y, ESFR( /4)•, K25 DIMENSIONS - INCHES OVERALL LENGTH 101 1 1011 SIZE A B C D E F G H MATERIAL LIST 4 / " 7 9 /16" 1 1 /2" 2 3/16" 3 5/8 3 3 1 13 /16" 4 9 /16" 6 3 /8" 3 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm PART: MATERIAL: 1 11 7 9 /16' 1 1 /2" 2 3 /16 " 3 5 /8" 3 3 /g" 1 13 /16" 4 9/16" 6 3/ 191.30mm 37.58mm 55.65mm 93.23mm 85.88mm 45.30mm 117.12mm 162.42mm HANDLE STEEL 1 1 �� 9 / �� " 5i '� 15/16" 5 9 /16" 5 1/2° STEM ROD BRASS 1 1/4" 7 15 /16" 1 /16 2 16 4 1 4 3 16 1 BALL C.P. BRONZE 201mm 42.70mm 65.36mm 108.36mm 82.84mm 50.89mm 141.39mm 192.28mm BODY BRONZE 1 1/2" 8 15 /16 " 1 13 /16" 3 1 /4 " 5 1 /16" 3 7 /8 2 5 /8" 8 1 /4 " 10 7 /8" VALVE SEAT IMPREGNATED TEFLON 226.68mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm INDICATOR PLATE STEEL 2" 8 15 / 1 13 /16" 3 1 /4 " 5 1/16" 3 71 2 5 /B 8 1 /4 " 1 O 7 / 8 " BYPASS FITTINGS BRAS ZE 226.68mm 45.50mm 81.50mm 127mm 99.18mm 66.97mm 206.63mm 273.60mm BYPASS TUBING NYLOBRAID *Available on 1 1 /4" to 2" size valves only. '" Available on 1 1 /e & 2" size valves only. - O,-ESFR 15 U1 LISTED & FM APPROVED USA PATENT AND OTHER PATENTS PENDING 2 1 t,,, EL /FUR IS 15 UL TESTED UL USING EX4019(N) & EX4533(N) la AGF Manufacturing Inc. JOB NAME: A 100 Quaker Lane, Malvern, PA 19355 T: (610) 240 -4900 / F: (610) 240 -4906 Otis; -� ARCHITECT: • Email: info @testandrain.com "gym ENGINEER: Web: www.testandraln.com P r CONTRACTOR: Reliablhty ,Versatility Com atibilit MADE IN U.S.A. a RlserPACK and TESTenDRAIN are registered trademarks of AGF 8/01 tqca IFire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 www.tyco- fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Material: Limited Cast: Figures: 201,210,219,250,260,501,510, Description 519, 510DE, 501S, 510S and 519S - Warranty D uctile iron conforming to ASTM A -536, See Fire Protection Products manufactured by Tyco Fire Products are MB (Vd S, Submittal Sheet for Grade 65 -45 -12 warranted solely to the original Buyer for ten (10) Pressure Rating and Fabricated Steel: Figures 391, 392, 393, 312, years against defects in material and workmanship ® Listing /Approval 313, 321, 327, 341 and 350 - Carbon Steel, (Sizes 1 6" are Schedule 40); when paid for and properly installed and maintained Information under normal use and service. This warranty will ® (Sizes 8" - 12" are Schedule 30), expire ten (10) years from date of shipment by Tyco conforming to ASTM A -53 Grade B Fire Products. No warranty is given for products or The grooved fittings provide an economical Protective Coatings: components manufactured by companies not and efficient method of changing direction, • Non-lead orange paint affiliated by ownership with Tyco Fire Products orfor adding an outlet, reducing, or capping • Fire brigade red (optional) non -lead paint products and components which have been subject grooved piping systems. Grooved fittings • Hot dipped galvanized conforming to ASTM to misuse, improper installation, corrosion, orwhich are available in durable ductile iron or A -153 have not been installed, maintained, modified or fabricated steel as indicated. repaired in accordance with applicable Standards of Note: Figure 510S and 519S fittings are Ordering the National Fire Protection Association (NFPA), special short radius fittings with smaller and /or the standards of any otherAuthorities Having center to end dimensions than standard Procedure Jurisdiction. Materials found by Tyco Fire Products grooved fittings. Depending on the size and When placing an order, indicate the full product to be defective shall be either repaired or replaced, at coupling used, there may be interferences at name. Please specify the quantity, figure number, Tyco Fire Products' sole option. Tyco Fire Products the bolt pads that require repositioning of the wall thickness, and size. neither assumes, nor authorizes any person to coupling orientation. The use of flange Grinnell Grooved Piping Products, valves, assumeforit,anyotherobligation in connection with adapters is not recommended with Figures accessories and other products are available the sale of products or parts of products. Tyco Fire 510S and 519S fittings. Contact Tyco Fire throughout the U.S., Canada, and internationally, Productsshal lnotberesponsibleforsprinklersystem Products for details. through a network of distribution centers. You designerrorsorinaccurateorincompleteinformation WARNING may write directly or call 215 - 362 -0700 for the supplied by Buyer or Buyer's representatives. The Fittings described herein must be installed distributor nearest you. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE and maintained in compliancewith this document, LIABLE, IN CONTRACT, TORT, STRICT LIABILITY as well as with the applicable standards of the Care and OR UNDER ANY OTHER LEGAL THEORY, FOR National Fire Protection Association, in addition M a i ntenance INCIDENTAL, INDIRECT, SPECIAL OR to the standards of any other authorities having CONSEQUENTIALDAMAGES, INCLUDING BUTNOT jurisdiction. Failure to do so may impair the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES, REGARDLESS OF performance of this device. testing, and maintenance of their fire protection WHETHERTYCOFIREPRODUCTSWASINFORMED The owner is responsible for maintaining their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES, fire protection system and devices in proper applicable standards of the National Fire Protection AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' operating condition. The installing contractor or Association (e.g., NFPA 25), in addition to the LIABILITY EXCEED AN AMOUNT EQUAL TO THE sprinkler manufacturer should be contacted with standards of any authority having jurisdiction. SALES PRICE. any questions. The installing contractor or product manufacturer TIE FOREGONG WARRANTYIS MADE IIILiEUOF should be contacted relative to any questions. ANYAND ALL OTHER WARRANTIES EXPRESS OR Technical Any impairment must be immediately corrected. IMPLIED. INCLUDING WARRANTIES OF It is recommended that automatic sprinkler MERCHANTABILITY AND FITNESS FOR A Data systems be inspected, tested, and maintained by E.Wig,MBREM Approvals: a qualified Inspection Service. UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact Listing / Approval information. Page 1 of 6 September 2004 TFP181O ' Page 2 of 6 TFP1810 Figures 201, 210, 219, and 260 c to E I Figure 201 Figure 210 Figure 219 Figure 260$ "44 45° Elbow 90° Elbow Tee End Cap C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. E to E Appx. Wt. Nominal Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. I Size mm Kg. mm Kg. mm Kg. mm Kg. C to E _ t1 E 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 L �,_ 1I 11/4" 44.5 0.4 69.9 0.5 69.9 0.6 22.4 0.2 i - C to E 1.75 1.1 2.75 1.2 2.75 1.8 0.88 0.6 Figure 201 11/2" 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0.3 Figure 210 2.00 1.8 3.25 2.0 3.25 2.7 0.88 0.9 2 50.8 0.8 82.6 0.9 82.6 1.2 22.4 0.4 2.25 2.2 3.75 3.0 3.75 5.8 0.88 0.9 21/2' 57.2 1.0 95.3 1.4 95.3 2.6 22.4 0.4 !- CtoE --' Et0E -1 1 - r 76.1mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 ! 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 I - I ! i i ~ L 3 „ s s [ 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 I 63.5 1.6 108.0 2.0 108.0 3.2 22.4 0.5 '• C to E 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 - _ 73.0 2.5 120.7 3.9 120.7 5.2 immim. Figure 260 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 4 „ 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 Figure 219 133.0mm 3.25 7.7 5.25 11.3 5.25 10.6 - 82.6 3.5 133.4 5.1 133.4 4.8 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 2.1 3.25 8.5 5.50 13.5 5.50 17.0 1.00 5.0 Friction Resistance' S 82.6 3.9 139.7 6.1 139.7 7.7 25.4 2.3 (Expressed as Equivalent Straight Pipe) 3.50 12.0 6.00 14.6 6.00 13.9 - Elbow Tee 159.Omm 88.9 5.4 152.4 6.6 152.4 6.3 Size 90° 45° Branch Run 165.1mm 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 Inches Feet Feet Feet Feet 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 mm Meters Meters Meters Meters 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 11/4 1.9 1.0 4.8 1.9 6 88.9 5.4 165.1 8.4 165.1 11.8 25.4 3.4 42.4 0.6 0.3 1.5 0.6 2163mm 4.25 23.0 7.75 36.5 7.75 45.0 . 1' 2.3 1.2 5.8 2.3 108.0 10.4 196.9 16.6 196.9 20.4 48.3 0.7 0.4 1.8 0.7 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 2 3.2 1.6 8.0 3.2 8" 108.0 10.4 196.9 16.6 196.9 20.4 30.2 5.8 60.3 1.0 0.5 2.5 1.0 10 „ 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 2 3.9 2.0 9.8 3.9 120.7 14.1 228.6 27.2 228.6 32.7 31.8 9.1 73.0 1.2 0.6 3.0 1.2 12 „ 5.25 40.0 10.00 67.0 10.00 92.5 1.25 36.0 76.1 mm 4.1 2.1 10.3 4.1 133.4 18.1 254.0 30.4 254.0 42.0 31.8 16.3 1.2 0.6 3.1 1.2 t - Available with tapped plugs. contact Tyco Fire & Building Products. 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 108.0... 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 133.Omm 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7mm 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.Omm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165. i mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 216.3mm 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 For reducing tees and branches, use the value that is corrosponding to the branch size. Example: for 8" x 8" x 2" tee, the branch value 2" is 8.0 feet. ' Friction resistance tor all elbows and tees except Figures 510S and 519S. Page 3 of 6 TFP1810 Figures 501, 510, 519 and 510DE 1 1I ! -C toE -�I Cto ; I i III 1 � � E i Cto I 8 C t E __ 1 I C to E l L a E I A--±- C to E ---NI Figure 501 Figure 510 Figure 519 Figure 510DE Figure 501 Figure 510 Figure 519 Figure 510DE 45 Elbow 90° Elbow Tee 90° Drain Elbow Nominal C to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. mm Kg. mm Kg. mm mm mm Kg. 1.75 0.9 2.75 1.0 2.75 1.4 1 4" 44.5 0 .4 69.9 0.5 69.9 0.6 1.75 1.1 2.75 1.2 2.75 1.8 1112" 44.5 0.5 69.9 0.5 69.9 0.8 2.00 1.8 3.25 2.0 3.25 2.7 2 , 50.8 0.8 82.6 0.9 82.6 1.2 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 21/2" 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 3 , 63.5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 4 , 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 5 „ 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 6" 88.9 5.4 165.1 8.4 165.1 11.8 165.1 99.6 69.9 6.1 8" 4.25 23.0 7.75 36.5 7.75 45.0 7.75 4.95 2.75 26.3 108.0 10.4 196.9 16.6 196.9 20.4 196.9 125.7 69.9 11.9 _Figures 501S, 510S and _519S !- CtoE -- . Cto I i I 111 tI CtoE I . CtoE - -_ I CtoE -- L a -1 CtoE �� Figure 501S Figure 510S" Figure 519S" Figure 501S Figure 510S Figure 519S 45° Elbow 90° Elbow Tee Friction Resistance 501S, 510S & 519S C to E Appx Wt. C to E Appx. Wt. C to E Appx. Wt. (Expressed as Equivalent Straight Pipe) Nominal Inches Lbs. Inches Lbs. Inches Lbs. Elbow Tee Size mm Kg. mm Kg, mm Kg. Size 90° 45° Branch Run 2.00 1.8 2.75 1.5 2.75 2.1 Inches Feet Feet Feet Feet 2" 50.8 0.8 69.9 0.7 69.9 1.0 mm Meters Meters Meters Meters 2.25 2.2 3.00 2.2 3.00 3.0 2 3.2 0.5 2.5 2.8 1.0 8.0 3.2 2'/2' S7.2 1.0 76.2 1.0 76.2 1.4 60.3 21/2 1.0 2.0 9.8 3.9 76.1 mm 2.25 2.2 3.00 2.3 3.00 3.1 73. 0 1.2 . 2.1 3 10' 3.9 2.6 57.2 1.0 76.2 1.0 76.2 1.4 73.0 2 3.0 1.2 3 4.1 3 „ 2.50 3.5 3.38 3.0 3.38 4.1 76.1.. 4.1 2.1 63.5 1.6 85.9 1.3 85.9 1.9 1.2 0.6 3.1 1.2 3.00 5.2 4.00 5.6 4.00 7.7 3 4.9 2.4 12.2 4.9 4' 76.2 2.4 101.6 2.6 101.6 3.5 88.9 1.5 3 7 .0 1 3.7 1.5 16.3 6.5 139.7mm 3.25 7.7 4.88 8.6 4.88 12.0 4 6.5 3.3 5.0 82.6 3.5 124.0 3.9 124.0 5.4 1 0 m 8.0 4.1 1 20.0 2.0 1.0 2 2.0 .0 8.0 5" 3.25 8.5 4.88 8.8 4.88 12.0 139.7.7m 82.6 3.9 124.0 3.9 124.0 5.4 2.4 1.3 6.1 2.4 3.50 12.0 5.50 11.00 5.50 15.0 5 8.2 4.1 6.3 2 .5 8.2 165.1 mm 88.9 5.4 139.7 5.0 139.7 6.8 141.3 2.5 1 1.8 3.50 12.0 5.50 11.2 5.50 15.2 165..1 1 mm 9.5 4.8 233.. 2 8 9.5 6" 88.9 5.4 139.7 5.1 139.7 6.9 2.9 1.4 7.2 2.9 4.25 23.0 6.88 23.4 6.88 31.2 6 9.9 5.0 7.6 3 .0 8" 108.0 10.4 174.8 10.6 174.8 14.2 168.3 3.0 1.5 6.6 32. 7.6 3. 13.1 Note: Figure 510S and 519S fittings are special short radius fittings with smaller center to end dimensions 8 13 than standard grooved fittings. Depending on the Mae and coupling used, there may be interferences 219.1 4. 0 2 2.0 _ 1 �• 4.0 at the bolt pads which requires repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products tor details. Page 4 of 6 TFP1810 Y Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. r -- • - E - to E -1 Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. I I Inches mm Kg. Inches mm Kg. Inches mm Kg. - 2.50 1.0 "139.7mm x 3 3.50 4.2 4.00 5.8 '2x1/' 63.5 0.5 88.9 1.9 '6x5 101.6 2.6 12.2 I '2 x 1 /z 2.50 1.3 3.50 4.4 5.00 63.5 0.6 `139.7mmx4 88.9 2.0 8X2 127.0 5.5 2.50 1.2 3.50 4.6 5.00 12.1 Figure 250 *21/2 x 2 63.5 0.5 5 x 11/2 88.9 2.1 8 x 21/2 127.0 5.5 Cast , 1.5 3.50 4.6 5.00 12.0 *76.1 mmx1z 63.5 0.7 5 x 2 88.9 2.1 8x3 127.0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 *76.1 mm x 2 63.5 0.8 5 x 21/2 88.9 2.0 8 x 4 127.0 5.4 l■ 3 x 11/4 3x1' /z 2.50 1.3 3.50 4.4 5.00 11.3 - 63.5 0.6 5x3 88.9 2.0 8x5 127.0 5.1 - - - - 2.50 1.3 •5x4 3.50 4.5 5.00 10.8 _ 63.5 0.6 88.9 2.0 8 x 6 127.0 4.9 2.50 1.3 '165.immx3 4.00 5.5 10x4 6.00 21.9 *3 x 2 63.5 0.6 101.6 2.5 152.4 10.0 Figure 350 3.00 1.5 4.00 6.0 6.00 21.6 10 x 5 Fabricated *3 x 2' /z 76 2 0 7 * 165 x 4 101.6 6 2 7 152.4 9.8 Sizes 3" to 6" 3.00 2.0 4.00 5.6 10 6 6.00 21.1 '3 x 76.1,4m 76.2 0.9 '165.1,,." x 139.7". x , 101.6 2.5 152.4 9.6 I-- Eto - 3.00 2.2 4.00 6.0 6.00 19.5 I I 4x1'/4 76.2 1.0 *6 x 2 101.6 2.7 10 x 8 152.4 8.9 28.0 1 2.3 4 x 1' /z 76.2 1.0 6 x 2' /z 101.6 2 12 x 4 777.7. 8 12.7 ' *4 x 2 3.00 2.3 *6 X 76.1 mm 4.00 6.0 12 x 6 7.00 30.0 76.2 1.0 101.6 2.7 177.8 13.6 Figure 350 3.00 2.3 4.00 6.0 7.00 28.0 Fabricated *4 X 21/2 76.2 1.0 6 x 3 101.6 2.7 12 x 8 177.8 12.7 Sizes 8" to 12" 3.00 3.2 4.00 5.9 7.00 33.0 *4X76.1mm 76.2 1.5 *6x4 101.6 2.7 12 x 10 177.8 15.0 3.00 2.6 *6 1397 4.00 6.3 4 x 3 x .mm 76.2 1.2 101.6 2.9 Note: Sizes marked with an astensk (') are only available in Figure 250 Cast. Sizes without an astensk are only available in Figure 350 Fabricated. ADA CAP® Patented Pipe Nominal Dimensions Net Outlet O.D. Takeout Center to End Wt. Size NPT* A B C D Lbs. Inches Inches Inches Inches Inches K o__; Inches mm mm mm mm Kg. / 1.25 1.75 1.89 0.77 1 31.8 44.5 48.0 0.3 l = = 7 1.900 1.25 1.75 1.89 0.77 1 c 1' /z 3/4 48.3 31.8 44.5 48.0 0.3 r 1 B 1.37 2.00 2.02 0.88 1 34.8 50.8 51.3 0.4 1.25 1.75 1.89 0.92 L . 1/2 31.8 44.5 48.0 0.4 2 3/4 2.375 1.25 1.75 1.89 0.92 60.3 31.8 44.5 48.0 0.4 1.37 2.00 2.02 1.06 1 34.8 50.8 51.3 0.5 1.47 1.97 1.89 1.28 1 /2 37.3 50.0 48.0 0.6 2 3/4 2.875 1.47 1.97 1.89 1.28 73.0 37.3 50.0 48.0 0.6 1.37 2.00 2.02 1.50 1 34.8 50.8 51.3 0.7 ' ISO -7 threaded outlets are available upon request. Page 5 of 6 TFP1810 Figures 391, 392, 393, 312 and 313 Figures 391, Figure 312 Figure 313 392 and 393 -- -EtoE 22 + /2° Elbow 11 Elbow Adapter Nipples Figure E to E Appx. Wt. C to E Appx. Wt. C to E Appx. Wt. Inches Lbs. Inches Lbs. Inches Lbs. Size mm Kg. mm Kg. mm Kg. - �EtoE ---►I 1,/4 101.6 0.8 4 . 5 0.4 3 .1 0.2 0.4 101.6 0.4 44.5 0.2 35.1 4.00 0.9 1.75 0.5 1.38 0.5 11/2" 101.6 0.4 44.5 0.2 35.1 0.2 Figure - _ 4.00 1.2 1.88 0.6 1.38 0.6 _ _ _ _ _ 392 2" 101.6 0.5 47.8 0.3 35.1 0.3 _ 2' /z" 4.00 1.9 2.00 0.7 1.50 1.1 IrEtoE -►1 101.6 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 1.50 1.2 3" 101.6 1.1 57.2 0.6 38.1 0.5 {ITI Figure 6.00 5.5 2.63 2.4 1.75 2.2 393 4" 152.4 2.5 66.8 1.1 44.5 1.0 2.00 3.3 5 „ 6.00 7.4 2.88 4.1 152.4 3.4 73.2 1.9 50.8 1.5 E �� 6" 6.00 9.5 3.13 5.6 2.00 4.6 C to '\ 152.4 4.3 79.5 2.5 50.8 2.1 Figure „ 6.00 14.2 3.88 11.1 2.00 8.7 312 8 152.4 6.4 98.6 5.0 50.8 3.9 cti E 10 „ 8.00 27.0 4.38 14.0 2.13 9.1 tis�� 203.2 12.2 11.3 6.4 54.1 4.1 8.00 33.0 4.88 22.0 2.25 16.7 C to E � 12 203.2 15.0 124.0 10.0 57.2 7.6 Figure C toE 1011111110= 313 Figures 327 and 341 „ --C toE I Figure 327 Figure 341 Cross 150 lbs. Flange Adapter _ Nominal C to E Appx. Wt. E to E Appx. Wt. Size nches Lbs. Inches Lbs. mm kg. mm kg. - - - 11/4" 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 C to E 1 , /2 „ 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 3.25 2.7 4.0 5.2 2" 82.6 1.2 101.6 2.4 Figure 327 3.75 5.0 4.00 8.0 21/2" 95.3 2.3 101.6 3.6 4.25 7.1 4.00 10.2 3" 108.0 3.2 101.6 4.6 5.00 11.9 6.00 17.2 I I ; L jI [ 4„ 127.0 5.4 152.4 7.8 i I 5" 5.50 17.1 6.00 21.4 E to E 139.7 7.8 152.4 9.7 I 6 „ 6.50 27.5 6.00 26.0 I i 165.1 12.5 152.4 11.8 I 8" 7.75 47.0 6.00 38.4 196.9 21.3 152.4 17.4 Figure 341 9.00 68.0 8.00 65.0 10" 228.6 30.8 203.2 29.5 10.00 107.0 8.00 91.0 12' 254.0 48.5 203.2 41.3 .. Page 6 of 6 TFP1810 Figure 321 l- c to E ---I Figure 321 Reducing Tee I = Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. - - f Inches mm Kg. Inches mm Kg. 3.25 2.0 6.50 26.6 1' /zx1' /zx /a 82.6 0.9 6x6x4 165.1 12.1 CtoE 3.25 2.7 6x6x5 6.50 27.0 1 1 2x2x1/z 82.6 1.2 165.1 12.2 3.75 4.2 8x8x2 7.75 36.2 Figure321 2Yzx2' /zx1' / 95.3 1.9 196.9 16.4 3.75 4.2 7.75 36.5 2'/zx2'/zx1'/ 95.3 1.9 8x8x3 196.9 16.6 3.75 4.3 7.75 36.6 2'/zx21/2x2 95.3 2.0 8x8x4 196.9 16.6 4.25 5.3 8x 8x5 7.75 36.8 3x3x1 /z 108.0 2.4 196.9 16.7 4.25 5.5 Sx8x6 7.75 37.0 3x3x2 108.0 2.5 196.9 16.8 4.25 5.8 10x10x2 9.00 57.1 3x3x2 /z 108.0 2.6 228.6 25.9 5.00 9. 10x10x3 9.00 57.4 4x4x1 /e 127.0 4.4 228.6 26.0 5.00 9.9 10x10x4 9.00 57.6 4x4x1 /z 127.0 4.5 228.6 26.1 5.00 10.1 10x10x5 9.00 57.8 4 x 4 x2 127.0 4.6 228.6 26.2 5.00 10.3 10x10x6 9.00 58.0 4x4x2/2 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 9.00 58.4 127.0 4.8 228.6 26.5 5 x 5 x 2 5.50 14.5 12 x 12 x 3 10.00 80.2 139.7 6.6 254.0 36.4 5x5x21/2 5.50 14.8 12 x 12 x 4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12 x 12 x 6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 12x12x8 10.00 91.4 165.1 11.9 254.0 41.5 6x6x21/2 6.50 26.5 12 x 12 x 10 10.00 91.8 165.1 12.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure IS O r that pressure ratings and performance data is not exceeded. Always read and understand the installation instructions .. ... (IH- 1000). Never remove any piping component or correct or modify any piping deficiencies without first 411I,j depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. IUNVd(1300 z :j 0 d:j 1361 NOMMSNO3 # 133HS ON S3A [-] L80r 3111 30 d31NT) V SIHI SI 6 tpZ0600M # 1OVdiNO3 SIIIHbLkHd3Z 30 1110 rHV 60 �31Va 896 S/V 1V1o1 AVHJIHAA 93&D AE[ NM Vd(I NVId Z331NNIHdS 32113 131111 133HS 'l3 'ON'd111dW 30V1d ,13183GNIM 999 N0113f dISN00 SN3A31S '13 1 S111MAHd3Z GA1811V9 9�L9 ]VOICIIN SAVO U swc :A," OS 9C99 -96L (t06 133HS SIHl 1V101 C9ZC -CCt 6CZ :XV! 9lll :43IANIMdS OS :XV! 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TYPICAL V RISER HANGER /04 FOR UP TO 4' STEEL PIPE HANGER y04T FOR UP TO 4" STEEL PIPE W/ FLOW SWITCH AND 3(6 JRIFICE TEST & DRAIN SCALED NIX � E' 1/ � SCREEN NONE SCALD • 1 ,I;.�+o IM.6 1I6 AI,IOrt,a F1'A �NdA YH _ 1278N 002879 21'XVADACAP WITH 1' ALUX, DRAIN EO MM 10'-0" ED== go 'A' LENGTH TOES 'B' FACTOR . V (DESIGNER REF.) 1ST 16 PINNY NAILS ACTUAL EXTRAPOLATED (AS REQ'D BY AHJ) 11�' SIZE RmF 2d2 312 4:12 Sd2 6d2 7d2 8d2 9d2 1042 DATE OF TEST SLOPE (9S') <14.07 (18.47 (22,6') (26.67 (30.3') (33.7') (36.9') (39,8') TEST PROVIDED BY (O PLACES BUDS HYDRANT ON SITE ,R DESIGN CRITERIA 1.014 1,031 LO34 1 1,083 1 1,118 1 1.158 1 1.201 1 1,250 11301 I OF SPRINKLERS IN DESIGN AREA 9 DENSITY .1 FACTOR 1t# 3# 940 2 P 1 1�1P 14 -0 PSI REWD @ BOR 7 -0 _!�w ncTeH s DFTAII_ C 12 -•8 ' 17098 TYPICAL V RISER HANGER /04 FOR UP TO 4' STEEL PIPE HANGER y04T FOR UP TO 4" STEEL PIPE W/ FLOW SWITCH AND 3(6 JRIFICE TEST & DRAIN SCALED NIX � E' 1/ � SCREEN NONE SCALD • 1 ,I;.�+o IM.6 1I6 AI,IOrt,a F1'A �NdA YH _ 1278N 002879 21'XVADACAP WITH 1' ALUX, DRAIN EO MM 10'-0" ED== go 10'-0" NEW 4' SPRINKLER 10' -0" U J MES iVl. Luvil "1:3 43791 X t 15 W�i'HEAD RD. PER NFPA 25, 2002 EDITION, SECTION 4.1.2 -THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC I= SPRDMM PIPWG SYSTEMS HAVE BM USED SUCCESSFULLY FOR MORE THAN 20 YEARS DT NEW :01451RUCTION, RE -PIPE AND REPAIR CM PRODUCTS ARE IDEALLY SUITED FOR THESE AM)CAMN3 DUE TO THM OUTSTANDING CORROSION RESISTANCE OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEICICAL3 FOUND IN SOME CONSTRUCTION WAT RIMS (11 SOME !ERRS, FLU$ PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEAIAM LEAS DrTCTORS, FIRESTOPS, ETC. ANY PRDDUCT THAT COMES IN CONTACT WM CPVC SPRDQaXR PIPE MUST BE EVALUATED Of ACCORDANCE WITH THE SYSTEM COIPATIBIIITY PROGRAW AS FOUND AT "W..SYSTE]ECOWPATIBLE.CON COPYRIGHT ALL DOCUMENT% INCLUDING ORIGINAL DRAW .1, EPOCIMATAIO, FIELD NCT3% ENTIMATEt A" DATA, 0CLUDWO CQMPVIE2 PROGRAMS PURSUANT TO TLm PROJECT ARE AND TEL I"" THL PROPERTY OF WAY" AVLOMATIC rW* SPRDM= LNG (WAYS) AS DIIYIIUMEN13 OF SErML THEY ARE NOT DNTEnm NOR REPRISDnID TO 8E SIILTABIE TOR RE-ml NY THE CLMM OR OTHER& 09 EaTEnM* OF THIN PROJECT. OR FOR ANY OTHER PROJECT. ANY REUSL ON ADAPTATION OF THE DIFORMATIOS CONTAD= HKEZ01, WTTHOVT SPVMM DRIRDI PEEIOSSR)N FROM TAPS WILL BIT AT THIN CLINES SOLE RISE WITHOUT UABILIM 09 LEGAL EaWURE TO TAM WILL ENTTfl1 TA PS TO rUIMER COWMAT10N AT RATES TO BE AGREED OR BETWEEN WATS AND THE CIIDNT. THE CLIENT SHALL ALSO INDEKRIIT AND HOLD WAPa S•mn .,. TROM ANY AND ALL CLAIM& DAMAGES. IOSSB A" EEPEIISLS, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PEMMIONS IMPORTANT OWNER INFORMATION - Tim DRAWING IN BAs® ON THE owma ACCEPTANCE or THE L&7= m[IDN OF NFPA /25 AS THE AITMAHLE STANDARD TOR THE WWWMA TOTING AND MAINTENANCE OF WATER BASED /IBS PROTECTION SYS1i1Q IF THE HORDING OWNER BAN NOT RECEIM A COPY Of THIN PAMPHLET AND /OE IN NOT FAMILIAR WTLH THE OPERATION AND MAI NTENANC'L OF THU SYSTEM PLEASE CONTACT THE NE1f®T OFFICE OF WAYNE AUTCMA= YOM SPRINEEM IINC. WATER SUPPLY INFORMATION 1ST 2ND ACTUAL EXTRAPOLATED (AS REQ'D BY AHJ) 11�' SIZE 11f' TEMP c 1$' It 14 -0 HYDRANT ELEV, 7 -0 RESIDUAL PRESSURE 7 -0 IZY 12 -1 DATE OF TEST DRIVE FLOW IN GPM N FAX: (904) 268 -0724 TIME OF TEST 8100 AM PITOT READING NC 4370 MOTORSPORT DRIVE STATE UCENSES: NUMBER OF PORTS FLOWED CONCORD, NC NC SPRINKLER: 29743 28027 -8977 PHONE: NC ALARM: 26741 SP LV TEST PROVIDED BY CITY OF ZEPHYRHILLS THRU HYDRANT ON SITE ,R DESIGN CRITERIA DESIGN /SHEET AREA I 12'- 0" HAZARD CLASS LIGHT I OF SPRINKLERS IN DESIGN AREA 9 DENSITY .1 1t# 3# 940 2 P 1 1�1P 14 -0 PSI REWD @ BOR 7 -0 _!�w `D 7 -0 12 -•8 ' 17098 N PSI REQ'D @ TST 34.418 N GPM REQ'D @ TST 270.984 11f' its ELEVATION @ HIGHEST SPRINKLER 11¢' Q ItY 14 -0 7 -0 100 /0 7 -0 12 -8 10'-0" NEW 4' SPRINKLER 10' -0" U J MES iVl. Luvil "1:3 43791 X t 15 W�i'HEAD RD. PER NFPA 25, 2002 EDITION, SECTION 4.1.2 -THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC I= SPRDMM PIPWG SYSTEMS HAVE BM USED SUCCESSFULLY FOR MORE THAN 20 YEARS DT NEW :01451RUCTION, RE -PIPE AND REPAIR CM PRODUCTS ARE IDEALLY SUITED FOR THESE AM)CAMN3 DUE TO THM OUTSTANDING CORROSION RESISTANCE OCCASIONALLY, HOWEVER CPVC CAN BE DAMAGED BY CONTACT WITH CHEICICAL3 FOUND IN SOME CONSTRUCTION WAT RIMS (11 SOME !ERRS, FLU$ PETROLEUM BASED PRODUCTS, ETC.) AND ANCILLARY PRODUCTS SUCH AS THREAD SEAIAM LEAS DrTCTORS, FIRESTOPS, ETC. ANY PRDDUCT THAT COMES IN CONTACT WM CPVC SPRDQaXR PIPE MUST BE EVALUATED Of ACCORDANCE WITH THE SYSTEM COIPATIBIIITY PROGRAW AS FOUND AT "W..SYSTE]ECOWPATIBLE.CON COPYRIGHT ALL DOCUMENT% INCLUDING ORIGINAL DRAW .1, EPOCIMATAIO, FIELD NCT3% ENTIMATEt A" DATA, 0CLUDWO CQMPVIE2 PROGRAMS PURSUANT TO TLm PROJECT ARE AND TEL I"" THL PROPERTY OF WAY" AVLOMATIC rW* SPRDM= LNG (WAYS) AS DIIYIIUMEN13 OF SErML THEY ARE NOT DNTEnm NOR REPRISDnID TO 8E SIILTABIE TOR RE-ml NY THE CLMM OR OTHER& 09 EaTEnM* OF THIN PROJECT. OR FOR ANY OTHER PROJECT. ANY REUSL ON ADAPTATION OF THE DIFORMATIOS CONTAD= HKEZ01, WTTHOVT SPVMM DRIRDI PEEIOSSR)N FROM TAPS WILL BIT AT THIN CLINES SOLE RISE WITHOUT UABILIM 09 LEGAL EaWURE TO TAM WILL ENTTfl1 TA PS TO rUIMER COWMAT10N AT RATES TO BE AGREED OR BETWEEN WATS AND THE CIIDNT. THE CLIENT SHALL ALSO INDEKRIIT AND HOLD WAPa S•mn .,. TROM ANY AND ALL CLAIM& DAMAGES. IOSSB A" EEPEIISLS, INCLUDING ATTORNEYS FEES RESULTING FROM ANY SUCH PEMMIONS IMPORTANT OWNER INFORMATION - Tim DRAWING IN BAs® ON THE owma ACCEPTANCE or THE L&7= m[IDN OF NFPA /25 AS THE AITMAHLE STANDARD TOR THE WWWMA TOTING AND MAINTENANCE OF WATER BASED /IBS PROTECTION SYS1i1Q IF THE HORDING OWNER BAN NOT RECEIM A COPY Of THIN PAMPHLET AND /OE IN NOT FAMILIAR WTLH THE OPERATION AND MAI NTENANC'L OF THU SYSTEM PLEASE CONTACT THE NE1f®T OFFICE OF WAYNE AUTCMA= YOM SPRINEEM IINC. WATER SUPPLY INFORMATION 1ST 2ND ACTUAL EXTRAPOLATED (AS REQ'D BY AHJ) FIRE PUMP SIZE SIZE) GPM @ PSI TEMP STATIC PRESSURE 72 117 HYDRANT ELEV, DRIVE TAMPA, FL RESIDUAL PRESSURE 54 �' DATE OF TEST 4 -29 -09 FLOW IN GPM 1244 FAX: (904) 268 -0724 TIME OF TEST 8100 AM PITOT READING NC 4370 MOTORSPORT DRIVE STATE UCENSES: NUMBER OF PORTS FLOWED CONCORD, NC NC SPRINKLER: 29743 28027 -8977 PHONE: NC ALARM: 26741 SP LV TEST PROVIDED BY CITY OF ZEPHYRHILLS HYDRANT LOCATION NUMBER HYDRANT ON SITE ,R DESIGN CRITERIA DESIGN /SHEET AREA I k3 /FP2 HAZARD CLASS LIGHT I OF SPRINKLERS IN DESIGN AREA 9 DENSITY .1 DESIGN AREA S.F. 940 PSI REWD @ BOR 25,485 GPM REQ'D @ BOR 17098 PSI REQ'D @ TST 34.418 GPM REQ'D @ TST 270.984 ELEVATION @ HIGHEST SPRINKLER 9' -0' NSII /OUT 100 /0 SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS 117 11 � gS� �T, ORDIARY HAARD p EE 6SPRINKLERSN (LECTORS T B l' T F LIN 66 M ISN HAL A d S 'SMALL p ROOKS Ass N 800 TOTAL'PER FLOOR 117 TOTAL THIS SHEET I F--- QUANTITY — T SPRINKLERS SYMB, 1ST 2ND 3RD 4TH SIN SIZE K TEMP MODEL Q 117 WEST JACKSONVILLE, FL DRIVE TAMPA, FL POMPANO BEACH, FL Y3231 �' 5,6 155' TYCO 1TH VHTE RECESSED ESCUTCHEON PHONE: (954) 917 -3030 FAX: (904) 268 -0724 (813) 630 -0312 FAX: (954) 917 -9424 FT. MYERS, FL 4663 LAREDO AVE. NC 4370 MOTORSPORT DRIVE STATE UCENSES: FT, MYERS, FL 33905 -4924 PHONE: (239) CONCORD, NC NC SPRINKLER: 29743 28027 -8977 PHONE: NC ALARM: 26741 SP LV 433 -3030 (704) 782 -3032 FAX: SC SPRINKLER: 1118 FAX: 239 433 -3263 (704) 795 -6838 SC ALARM: 3385 117 - - TOTAL'PER FLOOR 117 TOTAL THIS SHEET DATE SUBMITTALS BY XX /XX/XX -- - N0. I DATE I REVISIONS BY 1 XX /XX /XX I -- - \ I Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE, FLORIDA 34761 PHONE: (407) 656 -3030 FAX: (407) 656 -8026 JACKSONVILLE, FL TAMPA, FL 0 BEACH, FL 11326 DISTRIBUTION AVE. 3226 CHERRY PALM 3121 NW 16TH TERRACE WEST JACKSONVILLE, FL DRIVE TAMPA, FL POMPANO BEACH, FL 32256 -2743 PHONE: (904) 33619 -8337 PHONE: 33064 -1408 268 -3030 (813) 630 -0303 FAX: PHONE: (954) 917 -3030 FAX: (904) 268 -0724 (813) 630 -0312 FAX: (954) 917 -9424 FT. MYERS, FL 4663 LAREDO AVE. NC 4370 MOTORSPORT DRIVE STATE UCENSES: FT, MYERS, FL 33905 -4924 PHONE: (239) CONCORD, NC NC SPRINKLER: 29743 28027 -8977 PHONE: NC ALARM: 26741 SP LV 433 -3030 (704) 782 -3032 FAX: SC SPRINKLER: 1118 FAX: 239 433 -3263 (704) 795 -6838 SC ALARM: 3385 1. . - 7 0 6 -5 5 -6 _ 5 -10 1_ 6 -21� _' _- _ - ! 11 -111 47 _, -0 5 9 3- STIN - '�' 7- ~ 6 r 4713 _ _ 2 0 - 10 -0 9 LD _. (_ _ - U : T - -I- , \ _ ` I 1' I r - - 1 I. -_ xarn_ 1 _- _�__ : -- -� _ _ r.n.§ un' - �,o rat '1 X ra _ # _ m E > x m 2 a s t +I �T e c+ - b Ea - _ I, � � � . ,. - • : i� I„ ,, ,I , o � o Exam 2 .� 7 ' f ? ectr ca - ;_ I 1 �_ _ .__ _ -- ti _.., � •;'' P N 4I _,_ - P __ _ +_ _ 4 1 4 ., . J A -_ A 11 - - -- r l i. P fit' 1 ' l�t'a - - 11�� I 1 1R __ _ 1 - - 1 - 113 11� lYt 1$ '� 1Xt {^- f - - 0 _ _ - ._ _ - 1 1 -1 6 -5 _ _. 2 6 -. �. 8 4` 4 2r3 - _ ; 5 8$ -0 3 -8 ; (' J 13' �j5 S -6 4 0 10 0 8 -5 4-0 2 8 -1 7 -6 2, 8 -0 8 -6 5' 6 0 2 O FIRE PROTECTION Scale: 1 /8 " =1'-0" ALL C.H. 9'0" ESIGN AREA #3 12 OAKS MEDICAL 6748 GALL BLVD ZEPHYRHILLS, FL. STEVENS CONSTRUCTION ` 555 WIN DERLEY PLACE MAITLAND, FL. 4 SHEET TETLE FIRE SPRINKLER PLAN DRAWN BY- GREG WHIGHAM TOTAL A /S 1 88 DATE 6 -23 -09 AHJD CITY OF ZEPHYRHILLS CONTRACT I) W C 0 9 0 2 4 9 IS THIS A CENTER OF TILE JOB? 0 YES NO SHEET N FP2 OF 2 CONSTRUCTION TYPE OCCUPANCY 11 A NM N.NMA r "D RiSTRAD(I / F I MNI.IIJbI NUMBER OF RESTRANTS 'A' PEPS SEs• pt, LESS THAN 100 PSI 100 PSI OR MORE 4' 6' 8' 10' 12' 4' 6' 8' 10' 12' 11N', 221', OR 45' 1 2 2 3 3 2 3 3 4 4 90' OR BRANC OF TEE 2 3 3 4 4 3 4 4 5 5 DEAD END 4 m 4 111 5 6 6 6 6 7 8 8 NOTES' 1. THIS TABLE IS BASED 014 A) MAXIMUM TEST PRESSURE OF 200 psi V LAYING CONDITION SC /NATIVE C) POOR SOIL CONDITIONS D) HORIZONTAL BENDS D USING PVC A N1M N M S C -900 PVC C -900 PVC MANUFACTURER LIST MANUFACTURER LIST AMES DUCTILE IRON PIPE FIRE PUMP 7 6 TYLER /UNION BELL JOINT V/ FIELD - LOSS INFORMATION) LOK GASKET PVC PIPE BELL FT. WORTH GASKET SMITH COOPER F(D JOINT V/ UNIVERSAL SOUTHERN SIGMA MIGALUG C -350 DIP I C -350 DIP PAC / NASOPAL t o s EBAA IRON t3 MCVANE NAPAC TYPICAL RESTRAINT CHART AND NOTES BAYPOINT SIGMA SCALE NOT TO SCALE TYCO t3 4' C -350 DIP UMASHANKER KHANDELVAL 6 CIL 00175N 1 � 2. RESTRAINING DEVICES FOR PVC PIPE SHALL BE BY MEGALUG OR EQUAL, MEETING UNI -B -13. 3. ANY ADDITIONAL FITTINGS WITHIN THE RESTRAINED SECTION SHALL BE RESTRAINED ACCORDINGLY, TST FROM C -900 PVC C -900 PVC TO SYSTEN SUPPLY O3 4' 90' MJ ELL O 4' MEGALUG S NOTE] TAMPER SVITCH B F ^ FOR PVC WIRING AND CONTAT 2 PLACEMENT TO BE B 1 PERFORMED BY OTHERS 4' BACKFLOW PREVEdTER W/ OSSY 8 ANGLE FDC ON ELL — AMES 3000SS {vim► 11 � SCALD 3/8' = V 00049E mma 4 8l • DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2002 EDITION OF NFPA 24 AND ALL APPLICABLE LOCAL AND STATE CODES. • ALL PLASTIC PIPE SHALL BE AWWA C -900 N ACCORDANCE WITH NFPA 24 TABLE Ion • C -900 PIPE USED WHERE THE PRESSURE CAN EXCEED 150 PSI (FIRE PUMPS, HIGH STATIC PRESSURES OR THE PRESENCE OF AN FDC DIRECTLY CONNECTED TO THE UNDERGROUND) SHALL BE PRESSURE CLASS 200 SOR -14. • C -900 PIPE USED WHERE THE WORKING PRESSURE WILL NEVER EXCEED 150 PSI SHALL BE PRESSURE CLASS 150 SOR -18. • ALL STEEL PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED N ACCORDANCE WITH ASTM A795 OR ASTM A -53. STEEL PPE 6 ONLY TO BE USED FOR THE FOC PER NFPA 24 101 • ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 MANUFACTURED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED BY NFPA 24 TABLE 10111. • ALL FITTINGS SHALL BE ME 4ANCAL JOINT OR FLANGED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED PER NFPA 24 TABLE IOAL • ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING MEGALLIGS AND BELL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE USED. • WAFS TO PROVIDE CPVC COMPATIBLE AGAVE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPING. • UNDERGROUND MANS AND LEAD -NS SHALL BE FLUSHED PER FLOW RATES N NFPA 24 PRIOR TO CONNECTING TO OVERHEAD PIPING. • ALL PIPING SHALL BE 13UPJM A MINIMUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PIPE • ALL PIPING UNDER ROADWAYS SHALL BE BURIED A W"MUM OF 38 INCHES BELOW GRADE TO THE TOP OF THE PPE. • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING. • ALL PPM SHALL BE TESTED AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE SYSTEM WORKING PRESSURE WHCHEVER IS GREAT1ER. • ALL WIRING AND MONITORING OF DEVICES IS BY OTHERS. • ALL PAINTING OF PPE AS REQUIRED IS BY OTHERS. • FILE DEPARTMENT COMFCTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE • FIRE DEPARTMENT COMECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD. • WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633. • SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATICS PONT OF CONNECTION. • PER FLORIDA STATUTE 3333.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO T-0' AFF SHALL BE INSTALLED BY A CLASS I. 1 OR V LICENSED CONTRACTOR • ALL FERROUS PIPE AND FITTINGS SHALL BE EXT844ALLY WRAPPED AND COATED WITH A BITUMINOUS COATING. • CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITY. NFPA 24 UNDERGROUND GE NOTES SCALE NONE %.alt �rt�ti P {-� Ssx 4m'�v >. k•1`. 00330N 150' 75' 0 150' 300 FIRE PROTECTION SITE AND DETAIL PLAN SCALE 1' = 150' C: \DRAWINGS \WC0902491 FL HOSP. ZEPHYRHILLS-UG \FP Drawings \SITE PLAN FI. Hosp Zephvrhi1Is- UG.dwq, SITE, 6/25/2009 10:54:55 AM MANUFACTURER LIST 4' DOUBLE CHECK DETECTOR BACKFLOV MANUFACTURER LIST MANUFACTURER LIST AMES O FIRE PUMP 7 6 TYLER /UNION t2 FPPI - LOSS INFORMATION) GUARDIAN STAR FT. WORTH GASKET SMITH COOPER F(D O UNIVERSAL SOUTHERN SIGMA MERIT ANVIL t4 4' GALV, PAC / NASOPAL t o s EBAA IRON t3 MCVANE NAPAC d BAYPOINT SIGMA US PIPE TYCO t3 4' C -350 DIP UMASHANKER KHANDELVAL 6 CIL STAR (IN ACCORDANCE V/ KENNEDY O UNIVERSAL SOUTHERN ANVIL tt GUARDIAN ANSI /ASTM A -53) N18CO BCO )C MAW 80741 SP LV FPPI BAYPORT FROM C -900 PVC C -900 PVC TO SYSTEN SUPPLY O3 4' 90' MJ ELL O 4' MEGALUG S NOTE] TAMPER SVITCH B F ^ FOR PVC WIRING AND CONTAT 2 PLACEMENT TO BE B 1 PERFORMED BY OTHERS 4' BACKFLOW PREVEdTER W/ OSSY 8 ANGLE FDC ON ELL — AMES 3000SS {vim► 11 � SCALD 3/8' = V 00049E mma 4 8l • DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2002 EDITION OF NFPA 24 AND ALL APPLICABLE LOCAL AND STATE CODES. • ALL PLASTIC PIPE SHALL BE AWWA C -900 N ACCORDANCE WITH NFPA 24 TABLE Ion • C -900 PIPE USED WHERE THE PRESSURE CAN EXCEED 150 PSI (FIRE PUMPS, HIGH STATIC PRESSURES OR THE PRESENCE OF AN FDC DIRECTLY CONNECTED TO THE UNDERGROUND) SHALL BE PRESSURE CLASS 200 SOR -14. • C -900 PIPE USED WHERE THE WORKING PRESSURE WILL NEVER EXCEED 150 PSI SHALL BE PRESSURE CLASS 150 SOR -18. • ALL STEEL PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED N ACCORDANCE WITH ASTM A795 OR ASTM A -53. STEEL PPE 6 ONLY TO BE USED FOR THE FOC PER NFPA 24 101 • ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 MANUFACTURED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED BY NFPA 24 TABLE 10111. • ALL FITTINGS SHALL BE ME 4ANCAL JOINT OR FLANGED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED PER NFPA 24 TABLE IOAL • ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING MEGALLIGS AND BELL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE USED. • WAFS TO PROVIDE CPVC COMPATIBLE AGAVE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPING. • UNDERGROUND MANS AND LEAD -NS SHALL BE FLUSHED PER FLOW RATES N NFPA 24 PRIOR TO CONNECTING TO OVERHEAD PIPING. • ALL PIPING SHALL BE 13UPJM A MINIMUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PIPE • ALL PIPING UNDER ROADWAYS SHALL BE BURIED A W"MUM OF 38 INCHES BELOW GRADE TO THE TOP OF THE PPE. • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING. • ALL PPM SHALL BE TESTED AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE SYSTEM WORKING PRESSURE WHCHEVER IS GREAT1ER. • ALL WIRING AND MONITORING OF DEVICES IS BY OTHERS. • ALL PAINTING OF PPE AS REQUIRED IS BY OTHERS. • FILE DEPARTMENT COMFCTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE • FIRE DEPARTMENT COMECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD. • WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633. • SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATICS PONT OF CONNECTION. • PER FLORIDA STATUTE 3333.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO T-0' AFF SHALL BE INSTALLED BY A CLASS I. 1 OR V LICENSED CONTRACTOR • ALL FERROUS PIPE AND FITTINGS SHALL BE EXT844ALLY WRAPPED AND COATED WITH A BITUMINOUS COATING. • CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITY. NFPA 24 UNDERGROUND GE NOTES SCALE NONE %.alt �rt�ti P {-� Ssx 4m'�v >. k•1`. 00330N 150' 75' 0 150' 300 FIRE PROTECTION SITE AND DETAIL PLAN SCALE 1' = 150' C: \DRAWINGS \WC0902491 FL HOSP. ZEPHYRHILLS-UG \FP Drawings \SITE PLAN FI. Hosp Zephvrhi1Is- UG.dwq, SITE, 6/25/2009 10:54:55 AM MANUFACTURER LIST 4' DOUBLE CHECK DETECTOR BACKFLOV SYSTEM / �A MANUFACTURER LIST PREVENTER V/ DAY XTRAPOLATTEED u REQ'D BY AHJ) FIRE PUMP (SEE MANUF. DATA SHEET FOR FRICTION KENNEDY - LOSS INFORMATION) ANVIL DUCTILE IRON PIPE a O t2 4' t NUT, BOLT 6 GASKET KIT TAMPER SNITCH 00i tt 0 EBAA IRON SIGMA 4'XRWX2W OS ANGLE FDC V/ CAPS �. .. - = =� � t4 4' GALV, 4' 90' FLANGED ELL O O F ADVAY BOX SCHI 40 0 4' VELD FLANGE O3 JCM d 0 4' 90' FLANGED ELL 4 UNI FOR DIP Oi +2 GAS KIT 6 ' 4' WAFER CK VALVE V/ O FASTENER KIT O 4` FLANGED TEE GRADE t3 4' C -350 DIP 4' UNI - FLANGE O FOR DIP 30 MIN. I l- to FOR D ( I g P LU MIN. Y4' CONDUIT FOR TAMPER SWITCH VIRINGW FROM C -900 PVC C -900 PVC TO SYSTEN SUPPLY O3 4' 90' MJ ELL O 4' MEGALUG S NOTE] TAMPER SVITCH B F ^ FOR PVC WIRING AND CONTAT 2 PLACEMENT TO BE B 1 PERFORMED BY OTHERS 4' BACKFLOW PREVEdTER W/ OSSY 8 ANGLE FDC ON ELL — AMES 3000SS {vim► 11 � SCALD 3/8' = V 00049E mma 4 8l • DESIGN AND INSTALLATION TO BE N ACCORDANCE WITH 2002 EDITION OF NFPA 24 AND ALL APPLICABLE LOCAL AND STATE CODES. • ALL PLASTIC PIPE SHALL BE AWWA C -900 N ACCORDANCE WITH NFPA 24 TABLE Ion • C -900 PIPE USED WHERE THE PRESSURE CAN EXCEED 150 PSI (FIRE PUMPS, HIGH STATIC PRESSURES OR THE PRESENCE OF AN FDC DIRECTLY CONNECTED TO THE UNDERGROUND) SHALL BE PRESSURE CLASS 200 SOR -14. • C -900 PIPE USED WHERE THE WORKING PRESSURE WILL NEVER EXCEED 150 PSI SHALL BE PRESSURE CLASS 150 SOR -18. • ALL STEEL PIPE WILL BE SCHEDULE 40 HOT DIPPED GALVANIZED MANUFACTURED N ACCORDANCE WITH ASTM A795 OR ASTM A -53. STEEL PPE 6 ONLY TO BE USED FOR THE FOC PER NFPA 24 101 • ALL DUCTILE IRON PIPE SHALL BE PRESSURE CLASS 350 MANUFACTURED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED BY NFPA 24 TABLE 10111. • ALL FITTINGS SHALL BE ME 4ANCAL JOINT OR FLANGED N ACCORDANCE WITH AWWA STANDARDS AS ALLOWED PER NFPA 24 TABLE IOAL • ALL TEES, PLUGS, CAPS, BENDS, REDUCERS, VALVES AND HYDRANT BRANCHES SHALL BE RESTRAINED AGAINST MOVEMENT BY USING MEGALLIGS AND BELL JOINT RESTRAINTS. THRUST BLOCKS WILL NOT BE USED. • WAFS TO PROVIDE CPVC COMPATIBLE AGAVE 14 GAUGE TRACING WIRE ON ALL UNDERGROUND PIPING. • UNDERGROUND MANS AND LEAD -NS SHALL BE FLUSHED PER FLOW RATES N NFPA 24 PRIOR TO CONNECTING TO OVERHEAD PIPING. • ALL PIPING SHALL BE 13UPJM A MINIMUM OF 30 INCHES BELOW GRADE TO THE TOP OF THE PIPE • ALL PIPING UNDER ROADWAYS SHALL BE BURIED A W"MUM OF 38 INCHES BELOW GRADE TO THE TOP OF THE PPE. • ALL PIPING SHALL BE INSPECTED AND APPROVED BY PROPER AUTHORITIES PRIOR TO COVERING. • ALL PPM SHALL BE TESTED AT 200 PSI FOR 2 HOURS OR 50 PSI ABOVE SYSTEM WORKING PRESSURE WHCHEVER IS GREAT1ER. • ALL WIRING AND MONITORING OF DEVICES IS BY OTHERS. • ALL PAINTING OF PPE AS REQUIRED IS BY OTHERS. • FILE DEPARTMENT COMFCTIONS SHALL BE LOCATED NOT LESS THAN 18' AND NOT MORE THAN 48' ABOVE THE LEVEL OF THE ADJACENT GRADE • FIRE DEPARTMENT COMECTIONS SHALL BE LOCATED SO AS TO FACE THE ROAD. • WAFS TO PROVIDE ALL NECESSARY SIGNAGE INCLUDING BUT NOT LIMITED TO VALVES, HYDRAULIC PLACARDS AND INSPECTION TAGS AS REQUIRED BY FS. 633. • SEE CIVIL DRAWINGS FOR DETAILS OF PIPING PRIOR TO WAYNE AUTOMATICS PONT OF CONNECTION. • PER FLORIDA STATUTE 3333.539, ALL UNDERGROUND FROM THE POINT OF SERVICE TO T-0' AFF SHALL BE INSTALLED BY A CLASS I. 1 OR V LICENSED CONTRACTOR • ALL FERROUS PIPE AND FITTINGS SHALL BE EXT844ALLY WRAPPED AND COATED WITH A BITUMINOUS COATING. • CLEARANCES AROUND FIRE PROTECTION APPLIANCES SHALL BE PROVIDED AS REQUIRED BY LOCAL AUTHORITY. NFPA 24 UNDERGROUND GE NOTES SCALE NONE %.alt �rt�ti P {-� Ssx 4m'�v >. k•1`. 00330N 150' 75' 0 150' 300 FIRE PROTECTION SITE AND DETAIL PLAN SCALE 1' = 150' C: \DRAWINGS \WC0902491 FL HOSP. ZEPHYRHILLS-UG \FP Drawings \SITE PLAN FI. Hosp Zephvrhi1Is- UG.dwq, SITE, 6/25/2009 10:54:55 AM MANUFACTURER LIST INFORMATION SYSTEM / �A MANUFACTURER LIST Ot MUELLER XTRAPOLATTEED u REQ'D BY AHJ) FIRE PUMP O PROVALUE KENNEDY - O LOCKABLE CAP ANVIL DUCTILE IRON PIPE a TES TO ASTM F1674 MAX. DEFLECTION IS 5' UP TO 12' � R8 8 CLASS 150 PVC PIPE (PRESSURE RATING 15WSD LIS ED �\ 4' -12' l DR1S CLASS 150 PVC PIPE (PRESSURE RATING 15WSD APPFIVED DR14 CLASS 200 PVC PIPE (PRESSURE RATING 200PSD SO VALVE IMPORT 0 EBAA IRON SIGMA GRADE �. .. - = =� SMITH COOPER O TYCO STAR F O F ADVAY BOX ANVIL O3 JCM Aut Fa. k:al W. 1.: 00172N a1`_,,, x ti•. sw.t.., r.: 00171N VICTAULIC 4 FPPI FT, WORTH GASKET MERIT 30' MIN. MJ X FLANGE O GATE VALVE O SEE . TAPPING SLEEVE 0 FPPI Fi, WORTH GASKET MERIT TYLER/UPIION 4\T'T O UNIVERSAL SOUTHERN EC 1Wf%40.E9! 29746 PSI REQ'D 2 TEST - NAPAC /SOPAL )C MAW 80741 SP LV 433•,9030 GPM REQ'D 2 TEST BAYPORT 90 BPRNQM 1110 FAX @3RD 433 -3803 UMASHANKER KHANDELVAL 9C ALAFY 3386 C -350 DIP OR J 0 TYLER/UNION I NSIDE/OUTSIDE C -900 PVC U, BT I, STAR SIGMA MEGALUG 2O GASKET KI 0 EBBA IRON SIGMA O FPPI 10 MCWANE _ TYPICAL LINE TAP W/ STEEL SLffVE US PIPE 11 (IN ACCORDANCE V/ SCAM NOT TO SCALE ANSI /ASTM A -53) 00194N e>Q O2 4' GALV, GRV, COUPLING 14 A CO WIRE 4 90 GALV, GROOVED ELL O t2 4' SCH. 10 GALV, PIPE (AGAVE WIRE) FINISHED GRADE 4' GALV, GRV, COUPLING 2O O 4' WALL PLATES 4' SCR, 10 GALV, PIPE n AX 4' NUT, BOLT 6 GASKET KIT O SEE FP -1 FOR IiFPVC BOVE GROUNI 0 FIRE MAIN 4' VELD FLANGE O IPINS FIRE MAIN 4' UNI- FLANGE FOR DIP OS = 1• MAX LOCATING WIRE GRADE BOR Imo MIN. 6' A,F,F, 1 PVC PIPE SHALL REQUIRE INSULATED METALUC LOCATING WIRE (14 GAUGE i4' C-350 DIP t0 J '.1� �,•p•7;i COPPER AGAVE WIRE) CAPABLE OF DETECTION BY A CABLE LOCATOR AND SHALL BE BURIED DIRECTLY ABOVE THE CENTERUNE OF THE PIPE. FROM 4' C -900 PVC (D4' MEGALUG FOR 2. LOCATING WIRE SHALL TERMINATE AT THE TOP OF EACH VALVE BOX AND BE SUPPLY (SEE PLAN FOR TYPO DIP V/ ACC. KIT CAPABLE OF EXTENDING 12' ABOVE TOP OF BOX IN SUCH A MANNER AS TO BO 4' 90' MJ ELL NOT INTERFERE WITH VALVE OPERATION. 4' MEGALUG FOR PVCO 3. USE FGG /BM COMPATIBLE DUCT TAPE AS NECESSARY TO HOLD WIRE V/ ACC, KIT DIRECTLY ON THE TOP OF THE PIPE. _ LEAD—IN SE 11911 4' DP — STEM WALL TYPICAL LOCAT WRE DETAIL SCALEN V = 2' �� ING SCALD NOT TO SCALE 00034E p. -u; _r 1`l. -:.s *: R >� 00185N W.A.1 =.8. POINT OE CONNECTION IS rH WET TAP. 6" X 4" TAP 8ADDLE EXISTING VALVE TO REMAIN. W/ TAP VALVE. t 1EUJ 4" " X 2 P.D.C. TO FACE ST ET. (SEE ETAQ IL THIS SHEET). UG1 � J N.T.S. EXISTING 8" WATER MAIN. BF2 POINT OE SERVICE TAP INTO EXISTING 63" I Q � CITY WATER MAIN UP TO D.D.C.A. TO BE u APPROVED BY CITY_ WATER DEPT.` U V NEW 4" AMES 300066 DOUBLE CHECK DETECTOR ASSEMBLY W/ TAMPER SWITCHES. (SEE DETAIL ' THIS SHEET.) Q V 1 i J ES M. CURTIS #37912 13= ? F ?52- 588 -1.19 29715 BAYHEAD RD. PER NFPA 25, 2002 EDITION, SECTION 4.1 .2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FLU SPRWUR PIPLNG SYSMS RAVE BEEN USED SUCCYSSVU)LY FOR MORE TRAN 20 MRS W NCR ;ONMUCMK RE -PIPE AND REPAIR CPVC PRODUCTS ARE WALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESUTANCL OCCASIONALLY, HOWEVER. CPVC CAN BE DAMAGED BY CONTACT AM CHEMICALS FOUND W SOME CONSTRUCTION MATERIALS (I& SOME AIRES, FLUX PETROLEUM BASED PRODUCTS, ETC) AND ANCDLARY PRODUCTS SUCH AS THREAD SWAM LEAF DETECTORS, FIRESTOPS, ETC. ANY PRODUCT THAT CAIWS W CONTACT WITH CPVC SPRU ER PIPE MUST BE EVALUATED W ACCORDANCE WWII. THE SYSTEM COWAHHD1TY PROGRAM AS POUND AT T"SYSTEMCOMPATIBL8.001111 COPYRIGHT AIL DOCUMENTS. INCLUDING OMUI DRANINGS, SPECIFICATIOPM r=D ROTES, ISTIIAIES AND DATA, 2#CWDD4 COMPUTER PROGRAMS PURSUANT TO THIS PROIM.Y ARE AND WILL RDIAII THL PROI OF VkYNE AUTOMATIC rINt SPRDUI INC. (TAM AS DBTHUHDIT'! Of SERVEL THEY ARS NOT OMMI 1 NOR RURtSOM TO BR SUTTAB12 FOR REUSE BY THI ta" OS OTHERS, ON EIILNSDN Or TM PROJECT, OR FOR ANY OTHM I'MISM ANY EXUA OR ADAPTATION W THE DRORMATON COMAD41D HIESK WITHOUT SPEC" WRMM PERM /ROM TAFS WILL BL AT THE CIJGNTS SOTS RI WIIHOUT IT•mff OR RACAL EIPONUURS TO WAILS, AND WEL OlnHS WAFS TO FU'WTHER COMPOMATION AT RATIS TO RR AGREED ON WSW WA►S AND TER CIID1`i TEN CIMIT SHALL ALSO DMEMIapY AND HOID WAFS HADIL93 rROM ANY AND ALL CLAIM; DAMAGES. 1D33SS Alm cTPDUSS DIa.UDINO kMfWVM 1`733 RSSUI.7ING FROM AMY SUCH P910I IMPORTANT OWNER INFORMATION - TH0 ORAWINO a BAs® oN THE ouERN ACOEPTANCs or na uIDT EDITION Or MPA to AS THt AP KWAI S STANDARD FOR THE INSPELTIIN, TEMNO AND MADRENANCE Or WATER BASED FOIL PROTECTION MIIII6 IF MR BUIDDIO OWNER HAS NOT RMUM A COPY OF THIS PAMI IL6I AND/02 90 NOT FAMRIAR RTH THE OPERATMII AND rAIRENAMCL or THIS An= Purrs CONTKT THL ?MAR= Ormt or WAYM AUTOMATE rmL SPRDI INC. WATER SUPPLY INFORMATION SYSTEM / �A I ACTUAL XTRAPOLATTEED u REQ'D BY AHJ) FIRE PUMP 90' CE PVC PIPE - STATIC PRESSURE 72 DUCTILE IRON PIPE a TES TO ASTM F1674 MAX. DEFLECTION IS 5' UP TO 12' � R8 8 CLASS 150 PVC PIPE (PRESSURE RATING 15WSD LIS ED �\ 4' -12' l DR1S CLASS 150 PVC PIPE (PRESSURE RATING 15WSD APPFIVED DR14 CLASS 200 PVC PIPE (PRESSURE RATING 200PSD MAX. DEFLECTIOJ 350 PSI RATING UP TO 16' MEGALUG - T UP TO 12' © STARGRIP - 5' UP TO 12' 3' -36' DUCTILE IIRON PIPE LISTED 4�> 3' -12' DUCTILE URON PIPE - - -E ---- - -- - -- — - - MECHANICAL JOINT I 90' ELL MEGALUG MEGALUG 54 - APPROVED 4 -29 -09 _ TYPICAL BILL JOINT RESTRAINTS SCALE NOT TO SCALE ,/_�' TYPICAL MEGALUG FOR PVC DETAILS �� ^ • "^"�' SCALE NOT TO SCALE TYPICAL MEGALUO FOR OP DETAILS 1y^y SCALEN NOT TO SCALE TYPICAL L0NANCAL JEMNT 90' BEND AIN 1y^ SCALES NOT TO SCALE 00173N Aut Fa. k:al W. 1.: 00172N a1`_,,, x ti•. sw.t.., r.: 00171N a .. a«, �. r� s.. a.. 00162N W.A.1 =.8. POINT OE CONNECTION IS rH WET TAP. 6" X 4" TAP 8ADDLE EXISTING VALVE TO REMAIN. W/ TAP VALVE. t 1EUJ 4" " X 2 P.D.C. TO FACE ST ET. (SEE ETAQ IL THIS SHEET). UG1 � J N.T.S. EXISTING 8" WATER MAIN. BF2 POINT OE SERVICE TAP INTO EXISTING 63" I Q � CITY WATER MAIN UP TO D.D.C.A. TO BE u APPROVED BY CITY_ WATER DEPT.` U V NEW 4" AMES 300066 DOUBLE CHECK DETECTOR ASSEMBLY W/ TAMPER SWITCHES. (SEE DETAIL ' THIS SHEET.) Q V 1 i J ES M. CURTIS #37912 13= ? F ?52- 588 -1.19 29715 BAYHEAD RD. PER NFPA 25, 2002 EDITION, SECTION 4.1 .2 - THE RESPONSIBILITY FOR PROPERLY MAINTAINING A WATER BASED FIRE PROTECTION SYSTEM SHALL BE THAT OF THE OWNER OF THE PROPERTY CPVC COMPATIBILITY NOTICE CPVC FLU SPRWUR PIPLNG SYSMS RAVE BEEN USED SUCCYSSVU)LY FOR MORE TRAN 20 MRS W NCR ;ONMUCMK RE -PIPE AND REPAIR CPVC PRODUCTS ARE WALLY SUITED FOR THESE APPLICATIONS DUE TO THEIR OUTSTANDING CORROSION RESUTANCL OCCASIONALLY, HOWEVER. CPVC CAN BE DAMAGED BY CONTACT AM CHEMICALS FOUND W SOME CONSTRUCTION MATERIALS (I& SOME AIRES, FLUX PETROLEUM BASED PRODUCTS, ETC) AND ANCDLARY PRODUCTS SUCH AS THREAD SWAM LEAF DETECTORS, FIRESTOPS, ETC. ANY PRODUCT THAT CAIWS W CONTACT WITH CPVC SPRU ER PIPE MUST BE EVALUATED W ACCORDANCE WWII. THE SYSTEM COWAHHD1TY PROGRAM AS POUND AT T"SYSTEMCOMPATIBL8.001111 COPYRIGHT AIL DOCUMENTS. INCLUDING OMUI DRANINGS, SPECIFICATIOPM r=D ROTES, ISTIIAIES AND DATA, 2#CWDD4 COMPUTER PROGRAMS PURSUANT TO THIS PROIM.Y ARE AND WILL RDIAII THL PROI OF VkYNE AUTOMATIC rINt SPRDUI INC. (TAM AS DBTHUHDIT'! Of SERVEL THEY ARS NOT OMMI 1 NOR RURtSOM TO BR SUTTAB12 FOR REUSE BY THI ta" OS OTHERS, ON EIILNSDN Or TM PROJECT, OR FOR ANY OTHM I'MISM ANY EXUA OR ADAPTATION W THE DRORMATON COMAD41D HIESK WITHOUT SPEC" WRMM PERM /ROM TAFS WILL BL AT THE CIJGNTS SOTS RI WIIHOUT IT•mff OR RACAL EIPONUURS TO WAILS, AND WEL OlnHS WAFS TO FU'WTHER COMPOMATION AT RATIS TO RR AGREED ON WSW WA►S AND TER CIID1`i TEN CIMIT SHALL ALSO DMEMIapY AND HOID WAFS HADIL93 rROM ANY AND ALL CLAIM; DAMAGES. 1D33SS Alm cTPDUSS DIa.UDINO kMfWVM 1`733 RSSUI.7ING FROM AMY SUCH P910I IMPORTANT OWNER INFORMATION - TH0 ORAWINO a BAs® oN THE ouERN ACOEPTANCs or na uIDT EDITION Or MPA to AS THt AP KWAI S STANDARD FOR THE INSPELTIIN, TEMNO AND MADRENANCE Or WATER BASED FOIL PROTECTION MIIII6 IF MR BUIDDIO OWNER HAS NOT RMUM A COPY OF THIS PAMI IL6I AND/02 90 NOT FAMRIAR RTH THE OPERATMII AND rAIRENAMCL or THIS An= Purrs CONTKT THL ?MAR= Ormt or WAYM AUTOMATE rmL SPRDI INC. WATER SUPPLY INFORMATION SYSTEM / �A - ACTUAL XTRAPOLATTEED u REQ'D BY AHJ) FIRE PUMP - SIZE GPM 2 PSI - STATIC PRESSURE 72 - HYDRANT ELEV, 2' -0' RESIDUAL PRESSURE 54 - DATE OF TEST 4 -29 -09 FLOW IN GPM 1244 - TIME OF TEST 8100 AM PITOT READING 55 NUMBER OF PORTS FLOWED 2 TEST PROVIDED BY City of Zephyrhi[is TION #8384 DESIGN CRITERIA SYSTEM / �A - PHONE: (407) 656 -3030 FAX: (407) 858 -8026 0380 OIBTFmmCH AVIL DRAVN BYN HAZARD CLASS - WNI 4hCKaCMVSIA IL 51 00 ��� 000 � 1 OF SPR E DESIGN AREA - CONTRACT # 3350 -OW Pla 33064 -WOO DENSITY - CM 036-0303 FAX II (960 W -3030 FAX W" 100 -O7t/ DESIGN AREA S.F. - FA)5 (04) 9V -9424 FT. MY81% FL PSI REQ'D 2 BASK - 4003 LAMM AVL 4770 MDT0F18PORT DIM GPM REQ'D 2 BASR - C0� EC 1Wf%40.E9! 29746 PSI REQ'D 2 TEST - Qi )C MAW 80741 SP LV 433•,9030 GPM REQ'D 2 TEST - 90 BPRNQM 1110 FAX @3RD 433 -3803 ELEV HIGHEST SPRINKLER 9C ALAFY 3386 I NSIDE/OUTSIDE - DOMESTIC DEMAND - SPRINKLERS SPACING SYMBOL MAXIMUM MINIMUM COMMENTS --QUANTITY--, SPRINKLERS ®®®®®®®©® FLORIDA 222 CAPITOL COURT OCOEE FLORIDA 34781 PHONE: (407) 656 -3030 FAX: (407) 858 -8026 0380 OIBTFmmCH AVIL DRAVN BYN 3820 06WIY PALM MM MW IOTA T6MCE WNI 4hCKaCMVSIA IL 51 00 ��� 000 � PAPAND BEACJI PL 32266-2746 PHQie CM CONTRACT # 3350 -OW Pla 33064 -WOO 906-3030 CONSTRUCTION TYPE CM 036-0303 FAX II (960 W -3030 FAX W" 100 -O7t/ 030 OLIO FA)5 (04) 9V -9424 FT. MY81% FL 4003 LAMM AVL 4770 MDT0F18PORT DIM STATE LX91fRIM FT. MYGM R C0� EC 1Wf%40.E9! 29746 93906-49114 PHOMs MW Qi )C MAW 80741 SP LV 433•,9030 00411 790-3M FAX 90 BPRNQM 1110 FAX @3RD 433 -3803 004) 796 -0030 9C ALAFY 3386 TOTAL P 11 DATE SUBMITTALS BY XX /XX/XX -- — N0. I DATE I REVISIONS I BY 1 XX /XX /XX I -- I - Automatic Fire Sprinklers, Inc. MAIN OFFICE - ORLANDO, FLORIDA 222 CAPITOL COURT OCOEE FLORIDA 34781 PHONE: (407) 656 -3030 FAX: (407) 858 -8026 0380 OIBTFmmCH AVIL DRAVN BYN 3820 06WIY PALM MM MW IOTA T6MCE WNI 4hCKaCMVSIA IL DATER DIVE TA6PA PI. PAPAND BEACJI PL 32266-2746 PHQie CM CONTRACT # 3350 -OW Pla 33064 -WOO 906-3030 CONSTRUCTION TYPE CM 036-0303 FAX II (960 W -3030 FAX W" 100 -O7t/ 030 OLIO FA)5 (04) 9V -9424 FT. MY81% FL 4003 LAMM AVL 4770 MDT0F18PORT DIM STATE LX91fRIM FT. MYGM R C0� EC 1Wf%40.E9! 29746 93906-49114 PHOMs MW Qi )C MAW 80741 SP LV 433•,9030 00411 790-3M FAX 90 BPRNQM 1110 FAX @3RD 433 -3803 004) 796 -0030 9C ALAFY 3386 12 Oaks Medical 6748 Gall Blvd. Zephyrhills, Florida STEVENS CONSTRUCTION 555 WINDERLEY PLACE, SUITE 300 MAITLAND, FLORIDA 32751 SHEET TITLE- FIRE PROTECTION SITE AND DETAIL PLAN DRAVN BYN DOUG ELLIOTT TOTAL A /SIN N/A DATER JUNE 23, 2009 AHJN CITY OF ZEPHYRHILLS CONTRACT # WC0902491 IS THIS A CENTER OF TILE JOB? 0 YES NO SHEET # SITE OCCUPANCY, CONSTRUCTION TYPE