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HomeMy WebLinkAbout09-9355 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780 -0020 9355 FIRE SPRINKLER SYSTEM PERMIT Permit Number: 9355 Address: 7540 GALL BLVD Permit Type: FIRE SPRINKLER SYSTEM ZEPHYRHILLS, FL. Class of Work: FIRE - SPRINKLER SYS Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 35- 25 -21- 0130 - 00000 -0100 Improv. Cost: 19,200.00, o, :, .. 771217 ', ,. Date Issued: 7/29/2009 Name: NOV ZEPHYRHILLS LLC Total Fees: 260.00 Address: 3841 GREEN HILLS VILLAGE DR ST 4 Amount Paid: 260.00 NASHVILLE TN 37215 Date Paid: 7/29/2009 Phone: (615)269 -5444 Work Desc: INSTALLATION OF SPRINKLER SYSTEM TIRE KINGDOM TAMPA BAY FIRE PROTECTION INC FIRE SPRINKLER SYS 50.00 FIRE PLAN REVIEW FEES 100.00 FIRE INSPECTION FEES 110.00 I 0 °q go . P r 7 W'6. ,. m ?.O 7_-_X , FIRE- PRESSURE TEST FIRE ACCEPTANCE Final 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 NOTICE OF COMMENCEMENT." a CONTRACT IGNATURE : 4 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 ,f--(e6 Lor' -7 2-7- ioti- tit a ZEPHYRHILLS FIRE DEPARTMENT /M -q & (0, z5 6907 Dairy Road, Zephyrhills, FL 33542 Fire Chief Keith Williams Bus (813)780 -0041 Fax (813)780 -0044 FIRE SERVICE USER FEES Occupancy No.: - / Plan No.: - C Contractor: / .r_e I' /dA" I. . of Business Name: 77.111-s 4' 4r7 Billing Address: �>�' �j �' i� Business Address: j TO /Lt9 , > 337/ ' Billing Business Phone No.: 9 Phone No.: Business Fax No.: Billing Fax No.: Contact: Contact: _ PLAN REVIEW FEES _ INSPECTION FEES PERMIT FEE — FALSE ALARM FEE _ Site Plan N/C — Annual N/C �, Sprinkler $50 1st Alarm N/C — Multi- Family .06 sf — 1st Re- inspection N/C II Standpipes $50 — 2nd Alarm N/C (Minimum Charge $25.00 _ 2nd Re- inspection $100 II Fire Pump $50 — 3rd Alarm N/C El Plan Revisions DBL _ 3rd Re- inspection $250 , Hoods $50 _ 4th Alarm $100 — 4th Re- Inspection $500 II Fire Alarm $50 _ 5th Alarm $150 SPRINKLER SYSTEMS (Business closed until , LP Gas $50 _ 6th Alarm $200 iit - 25 Heads 550 violations corrected) ■ Natural Gas $50 — NON COMPLIANCE $150 26 plus Heads $100 SPRINKLER SYSTEMS ,Fuel Tanks- per tank $50 STANDPIPE SYSTEM Hydro Undergrounds $45 1 Sparklers $100 Per Riser $50 Hydrostatic Test $65 per system , Fire Works $500 FIRE PUMP Acceptance Test $45 per system , Camp Fire 525 El Per Pump $100 Hydrant Flow $75 , Controlled Bum $100 FIRE ALARM SYSTEM , Hood/Duct 550 ^ 0 - 25 Devices $50 _ FIRE ALARM SYSTEM II Place of Assembly $50 Annual — 26 plus Devices $100 _ System Acceptance 550 , Fire Protection $25 SUPPRESSION SYSTEMS Recall Acceptance $50 ■ Flammable Application $50 Annual — Wet $50 OTHER ■ Waste Tire Storage $50 Annual Dry $50 _ Fire Wall/Smoke Wall $15 per wan 1 Generator < KW $100 CO2 550 _ LP Gas 525 per tank 1 Generator >30 KW 150 Other 550 _ Natural Gas $25 per system . Bio-Hazard Waste $100 Annual KITCHEN EXHAUST _ , Fumigation Tenting 550 0 Hood/Ducts $50 _ Tent 10'x10' or greater $15 per tent , Torch Pot/Applied 550 — 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 El Natural Gas Installation $50 _ Re- inspection DBL (Per System) (other than annual) 0 Spray Booth $50 0 Inspection scheduled DBL _ and cancelled less than 24 hours _ Construction Insp. N/C I -/ _ Emergency Vehicle Act �$50�p / FALSE ALARM PLANS TOTAL.ut INSPECTION TOTALI 1 /!E PERMIT TOTAL Erg TOTAL GRAND TOTAL r ( iti -.- I Comments: • Date: 7 /t- 0 Inspector: r y L r 4 AI/-- % "`� Zephyrhills Fire Rescue 6907 Dairy Road, Zephyrhills, FL 33542 Fire Marshal Bus (813) 780 -0041 Kerry Bamett Fax (813) 780 -0044 E -mail: kbamettgfire.zephyrhills.fl.us Plan Review #: 09 -059 Project: Fire Sprinkler -Tire Kingdom Number of Pages: 2 plus packet and calcs July 16, 2009 I have received and reviewed the plans for the fire sprinkler system located at 7540 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. Installation shall be completed within the scope of NFPA 13, latest edition. (notice was received by contractor stating compliance to 2007 edition) 2. Ensure that the underground being done by others that main contractor has them submit plans for permit and license showing their qualified to install underground. 3. Double backflow shall have tampers. 4. FDC will be a 30 degree turndown 5" Storz. FDC shall be placard with 6" red reflective letters on white background. Placard shall say FDC. Inspections Required: 1. Pressure Test 2. Acceptance test completed 4 # 1 71; KE ARNETT, 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 final 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. JUN /30/2003/MON 11:34 AM ZEPHYAHILLS BUILDING FAX No, 313 -730 -0021 P. 001 813.7.80-0020 City ofZephyrhilis Fire' �� Fax- 1313 -780 -0021 0 Permit Application - = Date Received Phone Contact for Permit a .+► 3 1 a ;• • Owner's Name . • • • • Y7 1 a • r' 4 g Owner's Phone Number � � Owner's Address ' Ale a • 1 `I 1 • • Fee Simple Titleholder Name Titleholder Phone Number r Fee Simple Address r Job Address I JIM) •1 N oh . i- • 4 Lot# Sub Division �. Lb /L • Parcel # . .. •_. -_ - , tst- _0), .s ' ag r---1 $lo+iszard Waste Storage = ANNNUAL. . =1 Fumigation Tent n Comm Exhaust }Groh en Hood/Duct Ei Hazardous Material (Tier 11 or RQ Facility) ANNUAL Controlled Bum Hood Installation ED Emergency Generatar'< 30 kw LP/Natural Gas- Installation • El Ernergeney Generator > 30 k . = LP/Natural Gas - ANNUAL Sale • • • fl - Fire Protection Maintenance - ANNUAL • MI • • Places of Assembly- ANNUAL " L a .Seal[ ��;,-•• I °trier • ' /// • Spookier 0 O 0 Recreational Bum Fire C Alarm E ° r'7 :C.1 r I Sparklers . Hood Cleaning 0 D o L 1 Sprinkler System Installations Hood Suppression ❑ 0 0 0 I . I Standpipes (Sprinkler Sys) • . El Fire Alarm installation 0 Torch Roofing/Tar Kettle n Flre Pumpa • = Waste Tire Storage ANNUAL • . • H ( Fire Works S Flammable Application- ANNUAL - Valuation of Project • = Fuel Tanks . • . . El other 1 . . Contractor Company 1 Signature Registered I ' Y / N ( Fee Current . I Y / N Address 1 . I ' _.. License # .L_ _ _ 1 . .. ELECTRICIAN company • Signature Registered Y/ N 1 Fee current 1 Y/ N • Address 1 . I . License # L — T . PLUMBER . Company • Signature - - Registered YIN 1 Fee current • Y / N 1 Address • License # • MECHANICAL ' Company • • I Signature ' . Registered Y / N 1 Fee Current - I Y / NJ • • Address _ .License# • I 1 OTHER . � : Company '-- 0 .I. l e 4. r 4 �i!U] i1 k/ Signature �� Registered Irian, Fee Cu nt WJ E • Address Ltiv �.3.L�%��!1 r` `�`�i'.T IMItiTR'! Ucenae# . :L�! l.�d'.V � a�� z.,. _ . Directions: Fill out application completely. Owner & Contractor sign back of application, notarized (Or, copy of signed contract with owner) - If over $2500, a Notice of Commencement is required ,(Mechanical work over $5000) . Supply two (2) sets of drawings with applicable dacumentation . Allow 10-14 days for review after submittal date. Parcel # - obtained from Property Tax Notice (frttpJ/appralser.pascogov.ccm) . • • i • JUN /30/2008/MON 11:35 AM ZEPHYEHILLS BUI FAX No, 813 - 780 - 0021 P. 002 . . 'NOTICE OF :DEED RESTRICTIONS:. The. undersigned understands- that this permit may be subject to dedre'trictions" which maybe more restrictive than County regulations. Theundersigned.assurnes responsibility for:compliancetwith 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 If the contractor is not licensed as required by law, both the • owner-and contractor maybe 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 7.27-847 - 8009. Furthermore, if the owner has hired ,a contractor or contractors, he is advised - to. have the contractors) sign portions of the "contractor Block° of this application for which 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. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes,. as amended): If valuation of work is $2 ;500.00. or more, 1 • 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 Qepartment of Agriculture.and Consumer Affalrs, If the applicant is - someone other than the "owner", l 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 .AFFIDAVrr: 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 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 taketo be in compliance. If I am the AGENTFORTHE OWNER, I promise in good faith to Inform the owner of the permitting 'condttlons 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, atter, 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 perrnit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is.commenced. An extension may be requested, in writing, from the Building Ofiiictal, for a period not to . exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the job Is considered abandoned. • '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 L NDER OR AN ATTORNEY B _ _ ORE - . CORD G YOU ; d . • TICE O COMM s MENT. • FLORIDA JURAT (F.S. 117.03) B OWNER OR AGENT_ CONTRACTOR Subscribed and sworn to (or affirmed) before me this — S bscri • - • and s Tj to or affirm - before m - is • b k ill by . • D. Who tslare personally known to me or has/have produced. ' o is/are srrsonally know�ta er -has! - produced as identification. - ) _ as identification. • Notary Public e.�. %yI (� q' *KY Public Commission No. mmlesion No. f bt )— ?2 • • �m Name of Notary typed; printed or stamped . . . Name of Notarytyped, printed or stamped a-sP o, • LOLORETTA L. THOMAS • • , Commission DD 807738 • ' o Expires August 9; 2012 't'pf 0'r Bowled Tin Troy Fain Imutut e604966 -7r19 • • 11111111111 1111V I I 118 I I I I I I 1 1111 1 11111111111 11111111111111111111 111111111 2009079615 Rept:1247373 Roc: 18.50 • DS: 0.00 IT: 0.00 06/09/09 Dpty Clerk PAULA 5. O'NEIL, PRSCQ CLERK & COAPTROLLER 06/09/09 2 1 Pc ° OR OK 1 This instrument prepared by Wayne Harris, Esq. Newton Oldacre McDonald, LLC 3841 Green Hills 'Village Drive, Suite 400 Nashville, TN 37215 NOTICE O1' COMMENCEMENT The undersigned hereby gives Notice that improvements will be made in certain real property and in accordance with Chapter 713 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. 1. Legal Description of Property (including Street Address, if available): See Exhibit "A" attached — (lpg.) Zephyr Hills, Florida 2. General Description of Improvements: Site Work and Building Construction of Tire Kingdom store in Zephyr Hills, EL 3. Owner or Owners : NOM Zephyrhills, LLC Address: P.O. Box 680176 Prattville, AL 36068 Phone; (334) 361 -8500 4. Owner's Interest in Site of the Improvement : Fee Simple 6 Contractor: The Stewart Perry Company Address: 4855 Overton Road Birminaham, AL 35210 Phone: (205) 414 -6000 6. Surety (of any) and Surety's address: Name: Attn: Phone: Amount of Bond: 7. Any person making a loan for the construction of the improvements: Name: Nashville Bank and Trust Company - Address: 4525 Harding Road, Suite 300 Nashville, TN 37205 Phone: 615 -515 -1715 l 'd 06ES ' 06l :0l 600Z 'l Mr oR sK 8102 PG 21 2 of 2 • & Ptrson within the State of Florida designated by Owner upon whom notices or other documents may be served as provided in Section 713.13(1) (a)7, Florida Statutes. Name: NRAI Services, Inc. 2731 Executive Park Drive, Suite 4 Weston, FL 33331 9. In addition to himself, Owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Name: NOM Zephyrhills, LLC Address: Jim McWilliams P.O. Eox 680176 Prattville, Alabama 36068 Phone: (334) 361-8500 Expiration date of the Notice of Commencement is one year from the date of recording unless a different date is specified. NOM Zephyrhills, LLC, an Alabama limited liability company 13y_ M Mct o ; d, Co -Chief M : ager Date: June _, 2009 By: _raid, Les C phief Manager Date: June ",k2009 State of Tennessee County of Davidson Subscribed and sworn to before me on June 2009 by Mark McDonald and Les Coble, Co -Chief Managers of NOM Zephyrhills, LLC. Mark McDonald and Les Coble are personally known to me. ' , 0 I ‘5 ° ; S i d'� No ` ublic °a SEAL C o ° STATE •iL My Commission Expires: — 9 ' 0 . - - A.O OF • TENNESSEE : e p • NOTARY • `= 'y. PUSLIC .° S ° • • •• • • 7 4\ AN C 0 U N� `0%t My Commission E&Dims MAY 22, 2010 Exhibit A Legal Description Lot 10 of Zephyr Commons Phase I, as shown on the plat thereof recorded in Plat Book 65, at Page 132, of the Public Records of Pasco County, Florida. 'd 06ES' °N WV6l:OL 600 l ln� TAMPA BAY FIRE PROTECTION, INC. ...Contractors... Design ...Service...Inspections... • • LETTER OF TRANSMITTAL TO: City of Zephyrhills DATE: 7/1/2009 RE: Submittals Job Name: Tire Kingdom Job #: 09 -0244 Attn: Fire Sprinkler Plan Review FROM: Carrie Nickell We are sending you: [ X ] Attached [ ] Under separate cover [ ] Via mail COPIES DATE NO. DESCRIPTION 3 Submittals (Plans, Calculations, and Material data) THESE ARE TRANSMITTED AS CHECKED BELOW: [ x ] For approval [ x ] For your use [ ] As requested [ ] Revise /resubmit [ ] For review /comment [ ] Other: COMMENTS: Note: If enclosures are not as noted, please notify us at once. Tampa Bay Fire Protection, Inc 4895 — 47"' Avenue North, St. Petersburg, FL 33714 Phone: (727)209 -1260. Fax: (727)328 -7718 Florida State License: 59948300012005 Pasco County Parcel: 35 -25 -21 -0130- 00000 -0100 001 Page 1 of 1 Search Again Show Map Building Schematic Unavailable Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections • Data Current as Of: Weekly Archive - Saturday, June 27, 2009 Parcel ID 35- 25 -21- 0130 - 00000 -0100 (Card: 001 of 001) Classification 10 - Vacant Commercial Mailing Address Property Value NOM ZEPHYRHILLS LLC Ag Land $0 3841 GREEN HILLS VILLAGE DR ST Land $149,976 NASHVILLE, TN 372152691 Building $0 Physical Address Extra Features $0 7540 GALL BLVD ZEPHYRHILLS, FL 33541 Market Value $149,976 Legal Description (First 4 Lines) Assessed (Save Our Homes) $0 See Plat for this Subdivision 24 Taxable Value $149,976 ZEPHYR COMMONS PHASE 1 PB 65 PG 132 LOT 10 OR 8097 PG 129 Land Detail (Card: 001 of 001) Line I Use II Description 0 Zoning Units II Type II Price II Condition II Value 1 I 1000 IICOMMERCIALII MPUD 111,000.001 SF II $9.00 11 0.60 0 $59,400 1 .2 II 1000 IICOMMERCIALII MPUD 1118,637.001 SF 11 $8.10 11 0.60 II $90,576 Additional Land Information I Acres 0 0.68 0 Tax Area 0 30ZH 11 FEMA Code I -- IlCommerical Codell OPAR9EC 1 Building Information (Card: 001 of 001) I Unimproved Parcel 00 - Unimproved Extra Features (Card: 001 of 001) I Line II Description II Year I Units II Value I No Extra Features Sales History Previous Owner I1 ZEPHYR COMMONS LLC Year 0 Month I1 B ook /Page Type 0 Amount 2009 I 05 II 8097 / 0129 I WD II $725,000 I 2007 I 02 II 7413 / 0626 II WD II $ I 2006 II 06 I 7017 / 0395 11 Qc_ 11 $ 1 Search Again Show Map Building Schematic Unavailable Frequently Asked Questions Estimate Taxes Other Agency Data: Tax Collector School Board Supervisor of Elections http: / /www. appraiser. pascogov. com / search /parcel.aspx ?sec= 35 &twn= 25 &rng=21 &sbb =01... 7/1/2009 SECTION 1 SPRINKLER HEADS 1. TY3231 K =5.6, %' 155 deg. Pendants 2. TY9226 K =25.2, 1" 214 deg. Upright 3. TY4151 K =8.0, 3 /" 155 deg. Upright 4. TY3131 K =5.6, %" 155 deg. Upright 5. TY3351 K =5.6, 1/2" 155 deg. Sidewall . _ tijcci 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 resin _ Cant coated sprinklers have passed the Description standard corrosion tests of the appli- „=` t __ cable approval agencies, the testing is . „' The 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 fit coverage, decorative 3 mm glass bulb of these coatings for any given corro - , , type spray sprinklers 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 r two -piece Style 10 (1/2 inch NPT) or Series TY -FRB Pendent Sprinklers "fie 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- i 3 recessed adjustment or up to 3/4 inch tailed in Technical Data Sheet TFP780 (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 ,.. j, ,, 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- duces the accuracy to which the fixed ing jurisdiction. Failure to do so may Model/Spriinkler pipe drops to the sprinklers must be impair the performance of these de- Identification 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, 112 "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 IMPORTANT with any questions. TY2231 - Pendent 4.2K, 1/2 "NPT 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 SSU* SURFACE NPT MAKE -IN ESCUTCHEON 1 DEFLECTOR t —......— 2-1/4" �G } ����� 7/16„ !�� 5 (57,2 mm) ��� I ( 11,1 mm) Ali 1 — �� NOMINAL q ��� 19116" I I/ ��`, MAKE -IN 1 W 2 2- 3/16" 3 (39,7 mm) WRENCH FLATS _ (55,6 mm) , � — = 47 , 7 SSP DEFLECTOR* --- 2 -7/8" (73,0 mm) DIA. — 1/2" NPT t 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 SSU* SURFACE NPT MAKE -IN ESCUTCHEON DEFLECTOR 6* � 2 -3/1 �— Liv t.Er (1 1,1 5 (55,6 mm) .. ='------- ... � - _ oil NOMINAL I i 4 �1� MAKE -IN � A (38,1 /mm) IP ' 2- 3/16" q '� 2 1 1 ._ . II FLATS _ (55,6 mm) i�L� 3 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 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 1/2 NOMINAL RECESSED SSU* SURFACE NPT MAKE -IN ESCUTCHEON DEFLECTOR 6 �_ (11,1 mm) W it 5 2- 3/16" r 7/16" r ��� 1I (55,6 mm) =� — NOMINAL ; 4 �1� MAKE -IN l i 1 -1/2" 1�� 2-3/16" 2 (36,1 mm) I iii WRENCH (55,6 mm) l7 1 — � . _. - - F LATS I I 3 SSP DEFLECTOR 2 -7/8" (73,0 mm) DIA. --"- 1/2" NPT t 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 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 3/4 NOMINAL RECESSED SSU* SURFACE NPT MAKE -IN ESCUTCHEON DEFLECTOR t — \— __ ._ __ ,:=--- -- - - -- -- -- -- — ---= = - -- - 6* Y i 2- 5/16" 1 ( 12,7 mm 5 I ( 58,7 mm) ��� NOMINAL 4 1 'a. ,1 MAKE-IN 1 -9/16" I to WRENCH r.IIIIMMI 2-1/4" 6 1- A if 2 (39,716" 57,2 mm) 1 111 . FLATS ( ) I 3 �S 1 SSP DEFLECTOR * - 2 -7/8" (73,0 mm) DIA. 3/4" NPT t 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 1 *6 4 , 5 2 -1/4" 2- 3/16" (57,2 mm) I ="1 I (55,6 mm) I i 4 li Pr 1-9/16" " ' WRENCH 111 11 r r -10 (39,7 mm) FLATS =-- 'S' f 3 - -- --- - - -- -° 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 /bar112) 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. Physical Characteristics Frame Bronze E Button Brass /Copper -0 Sealing Assembly `` Beryllium Nickel w/Teflont -0 Bulb Glass a Compression Screw Bronze Deflector Copper /Bronze a) Bushing (K =2.8) Bronze re 0 . a o 0 TFP171 Page S 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 4.2 (TY2131) 1/2" 286 °F /141 °C Blue 1 2 NPT 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT (TY2231)* 175 °F /79 °C Yellow Figure 8 200 °F /93 °C Green 135 °F /57 °C Orange RECESSED 155 °F /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 234567 1 235 and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green 5.6 (TY3131) 286F/141°C Blue 1/2" NPT 135 °F /57 °C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 4, 5 (TY3231)* 175 °F /79 °C Yellow N/A Figure 10 200 °F /93 °C Green 135 °F /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) 1, 2, 5 and 175 °F /79 °C Yellow 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 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2 RECESSED PENDENT NPT (TY323) PENDENT (TY4231) and 4 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) (SEE NOTE 1) N/A PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8 UPRIGHT (TY4131) 3/4" 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 sprinkler fitting using only the W -Type The Series TY -FRB Sprinklers must to install sprinklers with 3/4 NPT con be installed in accordance with the fol- nections. Higher levels of torque may 6 Sprinkler Wrench (Ref. Figure 14). Instructions: With reference to Figures 1, 2, 3, 4, lowing distort the sprinkler inlet and cause and 5, the W -Type 6 Sprinkler Wrench NOTES leakage or impairment of the sprinkler. i to be applied to the sprinkler wrench Do not install any bulb type sprinkler if Do not attempt to make-up for insuffi- flats. the bulb is cracked or there is a loss of cient adjustment in the escutcheon The Series TY -FRB Recessed Pen - liquid from the bulb. With the sprinkler plate by under- or over - tightening the dent Sprinklers must be installed in held horizontally, a small air bubble sprinkler. Readjust the position of the accordance with the following instruc- should be present. The diameter of the sprinkler fitting to suit. tions. 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, or40 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 sprink/erjoint 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 of21 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. W ith pipe thread sealant a 7 Recessed Sprinkler Wrench (Ref. 1/2 NPT connections. A leak tight 3/4 P p p p Figure 15). With reference to Figure 1, inch NPT sprinkler joint should be ob- plied to the pipe threads, hand tighten 2, 3, and 4, the W -Type 7 Recessed Page 8 of 10 TFP171 2 -7/8" DIA. 2 -7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (73,0 mm) 1/2±1/8" 1/2" (12,7 mm) (15,9±6,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (12,7±3,2 mm) (57,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) ( FACE OF ) (57,2 mm) SPRINKLER MOUNTING FACE OF MOUNTING PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" 1 (3,2 mm) •� (3,2 mm) - ���� 1 1 } MOU N TING MOUNTING . f SURFACE SURFACE - �1,�,,,,, 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. 5/8 ±1/4" (73,0 mm) 3/4" (19,1 mm) (73,0 mm) (15,9±6,4 mm) 1/4" (6,4 mm) (12,7±3,2 1/ (12,7 m 2-1/4" DIA. ( ) (1 2,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm ) FACE OF MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER FITTING PLATE FITTING 1/8" 1/8" / ./Z MI Oil (3,2 mm) •; w. (3,2 I mm) 11 IL' , MOUNTING 1140 1 MOUNTING 1 S URFACE ■ SURFACE , CLOSURE SERIES 1 -1/4" (31,8 mm) CLOSURE SERIES 1 -1/4" (31,8 mm) TY -FRB 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 shut down 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 stalled or the finish coat has been ap- 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 not if they cannot be completely cleaned Sprinkler and push the Closure over The owner must assure that the sprin- by wi the sprinkler with a cloth or the Mounting Plate until its flange klers are not used for hanging of any by brush i t w a soft br brush. 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 M aintenance used to cover a clearance hole, may twist/slippage, or the like, must be re- delay the time to sprinkler operation in Placed. Also, replace any sprinkler The Series TY -FRB Sprinklers must a fire situation. that has a cracked bulb or that has lost 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. - 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (73,0 mm) (15,9 ±6,4 mm) 1/4 (6,4 mm) - " 1 ,7±3,2 1/2" (12,7 mm) 2 -1/4" DIA. ( ) (2,7_3,2 mm) 2 -1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" `i1 (3,2 mm) ' ' l �I. (3,2 mm) I. 11 , J} • MOUNTING 1 I ' MOUNTING , } SURFACE III SURFACE __.; i == CLOSURE SERIES 1 -1/4" (31,8 mm) CLOSURE SERIES 1 -1/4" (31,8 mm) 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. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (15,9±6,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (12,7±3,2 mm) 1/4" (6,4 mm ( ) � 2 -1/4" DIA. " ( mm) (57,2 mm) FACE OF MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) �� (3,2 mm) .----..ii / III' ��. / A -�� 1 la } ■ MOUNTING 11 � MOUNTING �• SURFACE SURFACE 1 1 r 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- WRENCH rosion resistant coating. Thereafter, RECESS annual inspections per NFPA 25 should suffice; however, instead of in- /WRENCH RECESS specting from the floor level, a random (END "A" USED FOR sampling of close -up visual inspec- 1/2" NPT MODELS) ±ions should be made, so as to better � 1 determine the exact sprinkler condi- S• 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 their fire protection system and de- WRENCH FIGURE 15 vices in compliance with this docu- W -TYPE 7 RECESSED ment, as well as with the applicable facturer should be contacted relative SPRINKLER WRENCH 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 MODEL/SIN TEMPERATURE RATING SPRINKLER 330 2.8K UPRIGHT (1/2 "NPT) TY1131 135 135F/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 (314 "NPT) TY4131 391 8.0K PENDENT (3/4 "NPT) TY4231 * Eastern 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 Limited contract, event shall TFBP be able, Ordering contrtr act, tort, strict c ict liability or under Warranty any other legal theory, for incidental, indirect, special or consequential dam- Procedure 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 y under normal use and service. This The foregoing warranty is made in lieu ability. warranty will expire ten (10) years of any and all other warranties. ex- from date of shipment by TFBP. No press or implied. including warranties Sprinkler Assemblies with NPT warranty is given for products or com- of merchantahility and fitness for a par- Thread Connections: ponents manufactured by companies ticularpuirpose. Specify: (Specify Model /SIN), Quick ownership with TFBP Response, (specify K- factor), (specify not affiliated b Y P This limited warranty sets forth the ex- temperature rating), Series T.Y -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 fled or repaired in accordance with ap- or any other legal theory. Recessed Escutcheon: plicable Standards of the National Fire Protection Association, and /or the This warranty will apply to the full ex- Specify: Style (10, 20, 30, or 40) Re- standards of any other Authorities tent permitted by law. The invalidity, in cessed Escutcheon with (specify *) fin - 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. repaired or replaced, at TFBP's sole * Refer to Technical Data Sheet TFP770. 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 Series TY -B — 5.6 K- factor Horizontal and Vertical Sidewall Sprinklers Standard Response, Standard Coverage General Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond Description that which would otherwise be ob- , , The Series TY -B, 5.6 K- factor, Hori- tained when exposed to corrosive at- --- t j -- mospheres. Although corrosion resis- 0, 1 zontal and Vertical Sidewall Sprinklers tant coated sprinklers have passed the , , ,,, described in this data sheet are stand- standard corrosion tests of the appli- 'r and response - standard coverage, cable approval agencies, the testing is decorative 5 mm glass bulb type spray not representative of all possible cor- sprinklers designed for use in light and rosive atmospheres. Consequently, it ''� � ' W Y K . ordinary hazard, commercial occupan- is recommended that the end user be cies such as banks, hotels, shopping consulted with respect to the suitability malls, etc. They are designed for in- of these coatings for any given corro- stallation along a wall or the side of a sive environment. The effects of ambi- beam and just beneath a smooth ceil- ent temperature, concentration of ing. Sidewall sprinklers are commonly chemicals, and gas /chemical velocity, used instead of pendent or upright should be considered, as a minimum, sprinklers due to aesthetics or building along with the corrosive nature of the construction considerations, where chemical to which the sprinklers will be pble ing across the ceiling is not desir- exposed. The recessed version of the Series WARNINGS * E TY -B Horizontal Sidewall Sprinkler is The Series TY -8 Sprinklers described intended for use in areas with afin- herein must be installed and main- ., " ihed wall. It uses atwo -piece Style 10 tained in compliance with this docu- " Recessed Escutcheon. The Recessed ment, as well as with the applicable Escutcheon provides 1/2 inch (12,7 standards of the National Fire Protec- , mm) of recessed adjustment or up to tion Association, in addition to the 3/4 inch (19,1 mm) of total adjustment standards of any other authorities ha v- from the flush sidewall position. The ing jurisdiction. Failure to do so may adjustment provided by the Recessed impair the performance of these de- Technical Escutcheon reduces the accuracy to vices Data which the fixed pipe nipples to the The owner is responsible for maintain- sprinklers must be cut. ing their fire protection system and de- Approvals vices in proper operating condition. UL and C -UL Listed. The installing contractor or sprinkler FM, LPCB, and NYC Approved. manufacturer should be contacted (Refer to Table A for complete ap- with any questions. proval information including corrosion resistant status) IMPORTANT Maximum Working Always refer to Technical Data /�+ g Pressure Sheet TFP700 for the "INSTALLER Model /Sprinkler Refer to Table B. WARNING" that provides cautions Discharge Coefficient with respect to handling and instal- Identification K = 5.6 GPM / si lation of sprinkler systems and com- P ii2 (80,6 LPM /bar�� ponents. Improper handling and in- N umbers Temperature Ratings stallation can permanently damage Refer to Table A. a sprinkler system or its compo- TY3351 - Horizontal Finishes nents and cause the sprinkler to fail TY3451 - Vertical Sprinkler: Refer to Table A. to operate in a fire situation or cause Recessed Escutcheon: White Coated, it to operate prematurely. Chrome Plated, and Brass Plated. Page 1 of 6 APRIL, 2006 TFP161 Page 2 of 6 TFP161 SPRINKLER FINISH (See Note 10) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD WAX WAX OVER LIQUID BRASS PLATED POLYESTER COATED COATED LEAD COATED 135 °F /57 °C Orange HORIZ. 155 °F /68 °C Red SIDEWALL 1, 2, 3, 4, 9 1, 2, 3, 9 1, 2, 3, 9 1, 2, 3, 9 1, 2, 3, 9 (TY3351) 175 °F /79 °C Yellow 200 °F /93 °C Green 5.6 286 °F /141 °C Blue 1**, 2 ** 3 ** 9 ** 1**, 2 ** 3 ** 9 ** 1/2" NPT 360F/182°C Mauve 1, 2, 4, 9 1, 2, 9 N/A RECESSED 135FI57°C Orange HORIZ. 155 °F /68 °C Red SIDEWALL 1, 2, 3, 9 N/A (TY3351)* 175 °F /79 °C Yellow Figure 3 200F/93°C Green 135 °F /57 °C Orange VERTICAL 155FI68°C Red 5.6 SIDEWALL 4,5,6,7,8,9 5,6,7,9 5,6,7,9 5,6,7,9 1/2" (TY3451) 175 °F /79 °C Yellow NPT Installed 200 °F /93 °C Green Pendent - or 286 °F /141 °C Blue 5 ** 6 ** 7 ** 9 ** 5 ** 6 ** 7 ** 9 ** Upright 360F/182°C Mauve 4, 5, 6, 8, 9 N/A NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL) for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL) for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation (FM) for use in Light Hazard Occupancies at a 4 to 12 inch (100 to 300 mm) top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05 & 007k/03) at a 4 to.6 inch (100 to 150 mm) deflector to ceiling distance. 5. Listed by Underwriters Laboratories, Inc. (UL) for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL:) for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation (FM) for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/05 & 007k/03). 9. Approved by the City of New York under MEA 354 -01 -E. 10. Where Polyester Coated, Lead Coated, Wax Coated, and Wax over 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, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) 3/4" Total Adjustment Recessed Escutcheon. ** 150 °F /66 °C Maximum Ceiling Temperature. * ** Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A LABORATORY LISTINGS AND APPROVALS Physical Characteristics Frame Bronze Operation Design Button Brass /Copper Sealing Assembly The glass Bulb contains a fluid which Criteria Beryllium Nickel w/Teflont expands when exposed to heat. When Bulb Glass the rated temperature is reached, the The Series TY -B Horizontal and Verti- Compression Screw Bronze fluid expands sufficiently to shatter the cal Sidewall Sprinklers are intended HSW Deflector Bronze glass Bulb, allowing the sprinkler to for fire protection systems designed in o VSW Deflector Copper activate and water to flow. accordance with the standard installa- ' tion rules recognized by the applicable a Patents Listing or Approval agency (e.g., UL -' U.S.A. 5,810,263 Listing is based on the requirements of NFPA 13, and FM Approval is based o: on the requirements of FM's Loss Pre- o vention Data Sheets). Only the Style a 10 Recessed Escutcheon is to be used o for recessed horizontal installations. TFP161 Page 3 of 6 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD WAX WAX OVER BRASS PLATED POLYESTER COATED COATED LEAD COATED HORIZONTAL SIDEWALL 250 PSI (17,2 BAR) (TY3351) OR 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 5.6 RECESSED HORIZ. 1/2" SIDEWALL(TY3351) (SEE NOTE 1) N/A NPT VERTICAL SIDEWALL (TY3451) 175 PSI (12,1 BAR) 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 B, MAXIMUM WORKING PRESSURE Installation * Temperature rating is DEFLECTOR indicated on deflector HAT 5 The Series TY -B Sprinklers must be or adjacent to orific �IIM162C� installed in accordance with the follow- *eat on frame t ing instructions: **Pipe thread �'� connections per ISO / 1 co 7/1 can be provided on NOTES special request Do not install any bulb type sprinkler if 6 ' 4 2 3 1 the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler 9/16" WRENCH 1/2" ** held horizontally, a small air bubble (14,3 mm) FLATS NPT should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135 °F /57 °C to 3/32 — IIII��IIIIIY I' nch (2,4 mm) for the 360 °F /182 °C ` -wow- i t �AII��IIIII nIIIIIIIIIIIIIIIII temperature ratings. B.I. �_ A leak tight 1/2 inch NPT sprinklerjoint !' II should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- _ 1 - 13/16" 7/16" mum of21 ft. lbs. (28,5 Nm) of torque (46,0 mm) (11,1 mm) _ may be used to install sprinklers with CENTERLINE NOMINAL 1/2 NPT connections. Higher levels of OF SPRINKLER MAKE -IN torque may distort the sprinkler inlet 1 - Frame WATERWAY and cause leakage or impairment of 2 - Button 1 - 1/2" the sprinkler. 3 - sealing (38,1 mm) Assembly Do not attempt to make -up for insuffi- 4 - Bulb 2 - 3/16" cient adjustment in the escutcheon 5 - Compressio Screw (55,6 mm) plate by under- or over - tightening the 6 - Deflector ESCUTCHEON sprinkler. Readjust the position of the STYLE 10 — - PLATE SEATING sprinkler fitting to suit. - RECESSED I SURFACE The Series TY -B Horizontal and Ver- ESCUTCHEON tical Sidewall Sprinklers must be in- IN stalled in accordance with the follow- ing instructions. - .41. - .' Step 1. Horizontal sidewall sprinklers 2-7/8" DIA. lir I,�IIIIIIIIIIII are to be installed in the horizontal (73,0 mm) I " l eal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. - Vertical sidewall sprinklers are to be installed in the pendent or upright po- FIGURE 1 sition with the arrow on the Deflector 5.6 K- FACTOR STANDARD RESPONSE pointing away from the wall. SERIES TY -B HORIZONTAL SIDEWALL (TY3351) SPRINKLERS • Page 4 of 6 .TFPI61 Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten ARROW MUST the sprinkler into the sprinkler fitting. POINT AWAY Step 3. Tighten the sprinkler into the 7/16" FROM AND B E ■ sprinkler fitting using only the W -Type ESCUTCHEON (11,1 mm) PERPENDICULAR / O PLATE SEATING ** NOMINAL TO THE BACK 6 Sprinkler Wrench (Ref. Figure 4), SURFACE 1/2" MAKE - IN WALL SURFACE e 1 xcept that an 8 or 10 inch adjustable NPT Crescent wrench is to be used for wax _ i' *6 6 coated sprinklers. With reference to s �� — _ ''''i'' Figure 1 or 2, the W -Type 6 Sprinkler 1 r i- 1 -- � i4���, 5 Wrench or the Crescent wrench, as 2 - 3/16" — 2 - 3/16" applicable, is to be applied to the (55,6 mm) 4 / _ �L��► ' (55,6 mm) 4 wrench flats. I I When installing wax coated sprinklers 1 - 1/2" WRENCH 11.1.-- �� 0 �6 2 with the adjustable Crescent wrench, (38,1 mm) FLATS additional care needs to be exercised 7 i 3 to prevent damage to the wax coating l � on the sprinkler wrench flats or frame ' - � - ' l - 1 arms and, consequently, exposure of SHOWN SHOWN CROSS bare metal to the corrosive environ- PENDENT UPRIGHT SECTION ment. The jaws of the wrench should be opened sufficiently wide to pass over the wrench flats without damag 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector ing the wax coating. Before wrench 2 - Button Assembly 5 - Compression 7- Ejection Spring tightening the sprinkler, the jaws of the Screw wrench are to be adjusted to just con - tact the sprinkler wrench flats. After wrench tightening the sprinkler, loosen * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. the wrench jaws before removing the * *Pipe thread connections per ISO 7/1 can be provided on special request. wrench. After installation, the sprinkler wrench FIGURE 2 flats and frame arms must be in- 5.6 K- FACTOR STANDARD RESPONSE spected and the wax coating re- SERIES TY -B VERTICAL SIDEWALL (TY3451) SPRINKLERS touched (repaired) whenever the coat- ing has been damaged and bare metal is exposed. The wax coating on the threads, hand tighten the sprinkler into wrench flats can be retouched by gen- the sprinkler fitting. tly applying a heated 1/8 inch diameter steel rod to the areas of wax that have Step C. Tighten the sprinkler into the been damaged, to smooth it back over sprinkler fitting using only the W -Type areas where bare metal is exposed. 7 Recessed Sprinkler Wrench (Ref. Figure 5). With reference to Figure 1, NOTES the W -Type 7 Recessed Sprinkler Only retouching of the wax coating ap- Wrench is to be applied to the sprinkler plied to the wrench flats and frame wrench flats. arms is permitted, and the retouching Step D. After the ceiling has been in- is to be performed only at the time of stalled or the finish coat has been ap- the initial sprinkler installation. plied, slide on the Style 10 Closure The steel rod should be heated only to over the Series TY -B Sprinkler and the point at which it can begin to melt push the Closure over the Mounting the wax, and appropriate precautions Plate until its flange comes in contact need to be taken, when handling the with the ceiling. heated rod, in order to prevent the installer from being burned. The Series TY -B Recessed Horizon- tal Sidewall Sprinklers must be in- stalled in accordance with the follow- ing instructions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 10 Mounting Plate over the sprinkler TFP161 Page 5 of 6 y 5/8±1/4" (15,9±6,4 mm) FACE OF RECESS MOUNTING SPRINKLER (END "A" USED FOR SURFACE / WRENCH 1/2" NPT MODELS) FITTING -74_ FIGURE 4 CLOSURE W -TYPE 6 SPRINKLER WRENCH ....161.. 2 -7/8" DIA. WRENCH (73,0 mm) SERIES RECESS TY-B I I 2-1/4" DIA. '. (57,2 mm) MOUNTING I AI II PLATE IH ._ PUSH WRENCH _�. 1 / 8 ' INTO ENSURE (3,2 mm) ENGAGEMENT WITH SPRINKLER 1 -1/4" (31,8 mm) _ 3/4" (19,1 mm) WRENCHING AREA 3/4" (19,1 mm) 1/4" (6,4 mm) FIGURE 5 FIGURE 3 W -TYPE 7 RECESSED SERIES TY -8 RECESSED HORIZONTAL SIDEWALL SPRINKLER SPRINKLER WRENCH WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON Care and painted, plated, coated or otherwise corrosion resistant coating, as it may altered after leaving the factory. Modi- be affected by the corrosive conditions fied sprinklers must be replaced. present. Maintenance Sprinklers that have been exposed to corrosive products of combustion, but The owner is responsible for the in- The Series TY -B Sprinklers must be have not operated, should be replaced spection, testing, and maintenance of maintained and serviced in accord- if they cannot be completely cleaned their fire protection system and de- ance with the following instructions: by wiping the sprinkler with a cloth or vices in compliance with this docu- by brushing it with a soft bristle brush. ment, as well as with the applicable NOTES standards of the National Fire Protec- Before closing a fire protection system Care must be exercised to avoid dam tion Association (e.g., NFPA 25), in main control valve for maintenance age to the sprinklers - before, during, addition to the standards of any other work on the fire protection system that and after installation. Sprinklers dam- authorities having jurisdiction. The in- it controls, permission to shut down the aged by dropping, striking, wrench stalling contractor or sprinkler manu- affected fire protection system must be twist/slippage, or the like, must be re- facturer should be contacted relative obtained from the proper authorities placed. Also, replace any sprinkler that to any questions. and all personnel who maybe affected has a cracked bulb or that has lost by this action must be notified. liquid from its bulb. (Ref. Installation It is recommended that automatic Section). sprinkler systems be inspected, The owner must assure that the sprin- tested, and maintained by a qualified klers are not used for hanging of any Frequent visual inspections are rec- Inspection Service in accordance with objects; otherwise, non - operation in ommended to be initially performed for local requirements and /or national the event of a fire or inadvertent opera- corrosion resistant coated sprinklers, codes. tion may result. after the installation has been com- pleted, to verify the integrity of the cor- Absence of an escutcheon, which is rosion resistant coating. Thereafter, used to cover a clearance hole, may annual inspections per NFPA 25 delay the time to sprinkler operation 117 should suffice; however, instead of in- a fire situation. specting from the floor level, a random Sprinklers that are found to be leaking sampling of close -up visual inspec- or exhibiting visible signs of corrosion tions should be made, so as to better must be replaced. determine the exact sprinkler condi- tion and the long term integrity of the Automatic sprinklers must never be be • Page 6 of 6 TFP161 P/N 57 - XXX - X - XXX I I SPRINKLER TEMPERATURE MODEL/SIN RATING 578 HORIZONTAL SIDEWALL TY3351 1 NATURAL BRASS 135 135F/57°C 575 VERTICAL SIDEWALL TY3451 4 WHITE POLYESTER 155 155 °F /68 °C 3 WHITE (RAL9010)* 175 175 °F /79 °C 9 CHROME PLATED 200 200 °F /93 °C 7 LEAD COATED 286 286 °F /141 °C 6 WAX COATED 360 360 °F /182 °C 286 °F /141 °C MAX. 8 WAX OVER LEAD 286 °F /141 °C MAX. * Eastem Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY -B HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Limited any other legal theory, for incidental, indirect, special or consequential dam- Ordering Warranty ages, including but not limited to labor charges, regardless of whether TFBP Procedure was informed about the possibility of Products manufactured by Tyco Fire & such damages, and in no event shall When placing an order, indicate the Building Products (TFBP) are war- TFBP's liability exceed an amount full product name. Refer to the Price ranted solely to the original Buyer for equal to the sales price. List for complete listing of Part Num- ten (10) years against defects in mate- bers. rial and workmanship when paid for The foregoing warranty is made in lieu and properly installed and maintained of any and all ether warranties ex- Contact your local distributor for avail - under normal use and service. This ' - • a• • - • • • • - 1 ability. warranty will expire ten (10) years of merchantability and fitness for a par - from date of shipment by TFBP. No titular purpose. Sprinkler Assemblies with NPT is given for products or tom- Thread Connections: warranty 9 P This limited warranty sets forth the ex- Specify: (Specify Model /SIN), Stand - not ents manuf ownership companies FBP clusive remedy for claims based on and Response, (specify K- factor), ate by P failure of or defect in products, materi- s eci temperature rating), Series or for products and components which als or components, whether the claim g (specify Horizontal Sidewall Ty or navel bee ns subject ion, misuse, e, which rop a is made in contract, tort, strict liability Vertical Sidewall) Sprinkler with (spec - or any other legal theory. fY i type e of finish or coatin g) p not been installed, maintained, modi- , P/N (spec- ec- fled or repaired in accordance with ap- This warranty will apply to the full ex- ify from Table C). plicable Standards of the National Fire tent permitted by law. The invalidity, in Protection Association, and /or the whole or part, of any portion of this Recessed Escutcheon: standards of any other Authorities warranty will not affect the remainder. Specify: Style 10 Recessed Escutch- Having Jurisdiction. Materials found eon with (specify *) finish, P/N (spec - by TFBP to be defective shall be either ity * )• repaired or replaced, at TFBP's sole * Refer to Technical Data Sheet TFP770. option. TFBP neither assumes, nor authorizes any person to assume for it, Sprinkler Wrench: any other obligation in connection with Specify: W -Type 6 Sprinkler Wrench, the sale of products or parts of prod- P/N 56- 000 -6 -387. ucts. TFBP shall not be responsible for sprinkler system design errors or inac- Specify: W -Type 7 Sprinkler Wrench, curate or incomplete information sup- P/N 56- 850 -4 -001. plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 t[,/C© Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series TY -B — 2.8, 5.6, and 8.0 K- factor Upright, Pendent, and Recessed Pendent Sprinklers Standard Response, Standard Coverage General cable approval agencies, the testing is not representative of all possible cor- �, Description rosive atmospheres. Consequently, it is recommended that the end user be �' consulted with respect to the suitability `° „; The Series TY -B, 2.8, 5.6, and 8.0 of these coatings for any given corro- K- factor, Upright and Pendent Sprin- sive environment. The effects of ambi- 1 klers described in this data sheet are ent temperature, concentration of } standard response - standard cover- chemicals, and gas /chemical velocity, age, decorative 5 mm glass bulb type should be considered, as a minimum, spray sprinklers designed for use in along with the corrosive nature of the light, ordinary, or extra hazard, com- chemical to which the sprinklers will be mercial occupancies such as banks, exposed. .- - hotels, shopping malls, factories, refin- cries, chemical plants, etc. An intermediate level version of the Series TY -B Pendent Sprinkler can be The recessed version of the Series obtained by utilizing the Series TY -B TY -B Pendent Sprinkler, where appli- Pendent Sprinkler in combination with cable, is intended for use in areas with the Model S2 Shield. a finished ceiling. It uses a two -piece . Style 10 (1/2 inch NPT) or Style 40 (3/4 WARNINGS ' , inch NPT) Recessed Escutcheon. The The Series TY-8 Sprinklers described ( Recessed Escutcheon provides 1/2 herein must be installed and main j d" inch (12,7 mm) of recessed adjust- tained in compliance with this docu- ment or up to 3/4 inch (19,1 mm) of ment, as well as with the applicable f " "' total adjustment from the flush pen- standards of the National Fire Protec- dent position. The adjustment pro- tion Association, in addition to the vided by the Recessed Escutcheon re- standards of any other authorities hav- 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- cut. vices. Corrosion resistant coatings, where The owner is responsible formaintain- applicable, are utilized to extend the ing their fire protection system and de- life of copper alloy sprinklers beyond vices in proper operating condition. that which would otherwise be ob- The installing contractor or sprinkler tained when exposed to corrosive at- manufacturer should be contacted mospheres. Although corrosion resis- with any questions. tant coated sprinklers have passed the standard corrosion tests of the appli- Model/Sprinkler prinkler IMPORTANT Identification Always refer to Technical DR Sheet Numbers Sheet t TFP700 for the e "INSTALLER WARNING" that provides cautions with respect to handling and instal - TY1151 - Upright 2.8K, 1/2 "NPT lation of sprinkler systems and com - TY1251 - Pendent 2.8K, 1/2 "NPT ponents. Improper handling and in- TY3151 - Upright 5.6K, 1/2 "NPT stallation can permanently damage TY3251 - Pendent 5.6K, 1/2 "NPT a sprinkler system or its compo- — TY4151 - Upright 8.0K, 3/4 "NPT nents and cause the sprinkler to fail TY4251 - Pendent 8.0K, 3/4 "NPT to operate in a fire situation or cause TY4851 - Upright 8.0K, 1/2 "NPT it to operate prematurely. TY4951 - Pendent 8.0K, 1/2 "NPT Page 1 of 8 DECEMBER, 2007 TFP151 Page 2 of 8 TFP151 ESCUTCHEON 7/16" (11,1 mm) PLATE SEATING 1/2„ ** NOMINAL SSU SURFACE NPT MAKE -IN DEFLECTOR 1,...,:i0+€14: 6 1 1_ ! 5 2 -1/4" —� 2- 3/16" (57,2 mm) 1 1 (55,6 mm) 4 2 1- 9/16" 1I WRENCH d A (39,7 mm) FLATS u`\� 3 II �.� 1i;� 1 SSP 7 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 7 - Bushing orifice seat on frame. Screw * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 STANDARD. RESPONSE SERIES TY -B UPRIGHT (TY1151) AND PENDENT (TY1251) SPRINKLERS 2.8 K- FACTOR, 1/2 INCH NPT ESCUTCHEON 7/16" (11,1 mm) STYLE 10 PLATE SEATING 1/2" ** NOMINAL RECESSED SURFACE NPT MAKE -IN ESCUTCHEON SSU* DEFLECTOR 6 * f \— — ---- === ---------_ _ _ = — -- ----= firm-- I— , =i 5 2- 3/16" ----- ' ( 7/16" 11, mm (55,6 mm) f III/7 =1 � NOM1 INAL ) 4 G I _ MAKE -IN ir ( 1-1/2" ' �hi I ■ it 2 38,1 mm r � r 2- 3/16" d WRENCH (55,6 mm) 3 - �r- •- ��P �� s- 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 * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY3151) AND PENDENT (TY3251) SPRINKLERS 5.6 K- FACTOR, 1/2 INCH NPT TFP151 Page 3 of 8 ESCUTCHEON 1/2" (12,7 mm) STYLE 40 PLATE SEATING 3/4„ ** NOMINAL RECESSED SSU* SURFACE NPT MAKE -IN ESCUTCHEON DEFLECTOR 6 I ��'� 112 5 2- 5/16" tile (12,7 mm) (58,7 mm) 1111 =/ ' NOMINAL 4 1 — MAKE -IN ir 1- 9/16" 41F `�'� 2-1/4" 2 (39,7 mm) (57,2 mm) I V I WRENCH ?..L. 3 - -- °• - -- -.. --- °. - --- FLATS 1 SSP DEFLECTOR --"— 2 -7/8" (73,0 mm) DIA. 3/4" 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 * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 STANDARD RESPONSE SERIES TY-B UPRIGHT (TY4151) AND PENDENT (TY4251) SPRINKLERS 8.0 K- FACTOR, 3/4 INCH NPT ESCUTCHEON 7/16" (11,1 mm) PLATE SEATING ** NOMINAL SSU SURFACE NPT MAKE -IN DEFLECTOR f 5 \— - 2 -1/4" 2- 3/16" (57,2 mm) 1 gq (55,6 mm) 4 1- 9/16" i WRENCH , Ill it 0 17 2 (39,7 mm) FLA SSP 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 * * Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 STANDARD RESPONSE SERIES TY -B UPRIGHT (TY4851) AND PENDENT (TY4951) SPRINKLERS 8.0 K- FACTOR, 1/2 INCH NPT Page 4 of 8 TFP151 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB NATURAL CHROME WHITE*** LEAD WAX WAX OVER LIQUID BRASS PLATED POLYESTER COATED COATED LEAD COATED 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red 2.8 (TY1251) 1, 2, 3 N/A 1/2" and 175 °F /79 °C Yellow NPT UPRIGHT 200 °F /93 °C Green (TY1151) 286 °F /141 °C Blue 360 °F /182 °C Mauve 1, 2 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red (TY3251) 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 1, 2, 3, 5 1, 2, 3, 5 and 175 °F /79 °C Yellow UPRIGHT 200 °F /93 °C Green 5.6 (TY3151) 28&F1141°C Blue 1 * *,2 * *, 3 * *, 5 ** 1 1 ** 2 ** 3 ** 5 ** 1/2" NPT 360F/182°C Mauve I N/A 135F/57°C Orange RECESSED 155 °F /68 °C Red PENDENT 1, 2, 3, 4, 5 N/A (TY3251)* 175 °F /79 °C Yellow Figure 4 200 °F /93 °C Green 286 °F /141 °C Blue 1, 2 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red (TY4251) 1, 2, 5 1, 2, 3, 5 1, 2, 5 and 175F/79°C Yellow 1, 2, 3, 4, 5, 6, 7 8.0 UPRIGHT 200 °F /93 °C Green 314" (TY4151) 286 °F /141 °C Blue 1 ** 2 ** 3 ** 5 * *1 1**, 2 ** 5 ** NPT 360 °F /182 °C Mauve I N/A 135F/57°C Orange RECESSED 155F/68°C Red PENDENT 1, 2, 3, 4, 5 N/A (TY4251)* 175 °F /79 °C Yellow Figure 5 200 °F /93 °C Green 286 °F /141 °C Blue 1, 2 135 °F /57 °C Orange PENDENT 155 °F /68 °C Red 8.0 (TY4951) 1/2" and 175F/79°C Yellow 1, 2, 3, 4, 5, 6 N/A NPT UPRIGHT 200F/93°C Green (TY4851) 286 °F /141 °C Blue 360 °F /182 °C Mauve NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL). 3. Approved by Factory Mutual Research Corporation (FM). 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/03). 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/05). 8. Where Polyester Coated, Lead Coated, Wax Coated, and Wax over 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, Wax Coated, and Wax over Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved 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. ** 150"F/66°C Maximum Ceiling Temperature. * ** Frame and deflector only. Listings and approvals apply to color (Special Order). TABLE A, LABORATORY LISTINGS AND APPROVALS TFP151 Page 5 of 8 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD WAX WAX OVER BRASS PLATED POLYESTER COATED COATED LEAD COATED 2.8 PENDENT (TY1251) 1/2" and 175 PSI (12,1 BAR) N/A NPT UPRIGHT (TY1151) PENDENT (TY3251) 5.6 and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 1/2" UPRIGHT (TY3151) OR NPT RECESSED PENDENT 175 PSI (12,1 BAR) (TY3251) (SEE NOTE 1) N/A 8.0 PENDENT (TY4251) 3/4" and 175 PSI (12,1 BAR) NPT UPRIGHT (TY4151) RECESSED PENDENT (TY4251) 175 PSI (12,1 BAR) N/A 8.0 PENDENT (TY4951) 1/2" and 175 PSI (12,1 BAR) NPT UPRIGHT (TY4851) NOTE: 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 B, MAXIMUM WORKING PRESSURE 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, VdS, and NYC Approved. glass Bulb, allowing the sprinkler to (Refer to Table A for complete ap- activate and water to flow. proval information including corrosion resistant status.) Design , Maximum Working Pressure Refer to Table B. Criteria Discharge Coefficient K = 2.8 GPM /psi (40,3 LPM /bar112) The Series TY -B Pendent and Upright K = 5.6 GPM /psi (80,6 LPM /bar1 /2) Sprinklers are intended for fire protec- K = 8.0 GPM /psi (115,2 LPM /bar1/2) tion systems designed in accordance with the standard installation rules rec- Temperature Ratings ognized by the applicable Listing or Refer to Table A. Approval agency (e.g., UL Listing is Finishes based on the requirements of NFPA Sprinkler: Refer to Table A. 13, and FM Approval is based on the Recessed Escutcheon: White Coated, requirements of FM's Loss Prevention Y Chrome Plated, or Brass Plated. Data Sheets). Only the Style 10 or 40 � Recessed Escutcheon, as applicable, E Physical Characteristics is to be used for recessed pendent o Frame Bronze installations. 2 Button Brass /Copper Sealing Assembly a Beryllium Nickel w /Teflont r, Bulb Glass 0, Compression Screw Bronze o! Deflector Copper o Bushing (K =2.8) Bronze o_ Q. 0 4- Page 6 of 8 TFP151 2 -7/8" DIA. it 5/8 ±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9 ±6,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) z WRENCH RECESS FACE OF (57,2 mm MOUNTING (E 1/2" NPT MODELS) SPRINKLER PLATE '� FITTING 1/8" WRENCH RECESS ��' (3,2 mm) (END "B" USED FOR . - rnui 3/4" NPT MODELS) rJ' /, FIGURE 7 �� _ J W -TYPE 6 SPRINKLER lig MOUNTING r WRENCH SURFACE r WRENCH CLOSURE SERIES 1 -1/4" (31,8 mm) RECESS TY-B 3/4" (19,1 mm) Sr' � FIGURE 5 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY ' 0 ' WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K- FACTOR, 1/2 INCH NPT %'� PUSH WRENCH IN TO ENSURE 2 - 7/8" DIA. ENGAGEMENT 5/8±1/4" (73 mm) 3/4" (19,1 mm) WITH SPRINKLER WRENCHING AREA (15,9 ±6,4 mm) 2 -1/4" DIA. 1/4" (6,4 mm) (57,2 mm) FIGURE 8 FACE OF MOUNTING W -TYPE 7 RECESSED • SPRINKLER PLATE SPRINKLER WRENCH FITTING 1/8" , 1j (3,2 mm) - Installation %' The Series TY -B Sprinklers must be installed in accordance with the follow - �� ing instructions: MOUNTING . NOTES SURFACE _-_ . Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of CLOSURE SERIES 1- 5/16" (33,3 mm) liquid from the bulb. With the sprinkler TY-B 13/16" (20,6 mm) held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch FIGURE 6 (1,6 mm) for the 135 °F /57 °C to 3/32 SERIES TY-B RECESSED PENDENT SPRINKLER ASSEMBLY t ech emperat rat ure ratings. mm) for the 360 ° F /182 °C WITH TWO -PIECE 3/4 INCH TOTAL ADJUSTMENT t STYLE 40 RECESSED ESCUTCHEON A 1/2 inch NPT sprinkler joint should 8.0 K- FACTOR, 3/4 INCH NPT be obtained with a minimum to maxi- mum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make -up for insuffi- cient adjustment in the escutcheon plate by under- or over - tightening the TFP151 Page 7of8 sprinkler. Readjust the position of the The Series TY -B Recessed Pendent and after installation. Sprinklers dam - sprinkler fitting to suit. Sprinklers must be installed in ac- aged by dropping, striking, wrench The Series TY -B Pendent and Up- cordance with the following instruc- twist/slippage, or the like, must be re- right Sprinklers must be installed in tions. placed. Also, replace any sprinkler accordance with the following instruc- Step A. After installing the Style 10 or that has a cracked bulb or that has lost tions. 40 Mounting Plate, as applicable, over liquid from its bulb. (Ref. Installation the sprinkler threads and with pipe Section). Step 1. Pendent sprinklers are to be thread sealant applied to the installed in the pendent position, and PP pipe Frequent visual inspections are rec- upright sprinklers are to be installed in threads, hand tighten the sprinkler into ommended to be initially performed for the upright position. the sprinkler fitting. corrosion resistant coated sprinklers, Step B. Tighten the sprinkler into the after the installation has been com Step 2. With pipe thread sealant ap- sprinkler fitting using o nly the W -Type pl eted, to verify the integrity of the cor- plied to the pipe threads, hand tighten 7 Recessed Sprinkler Wrench (Ref. rosion resistant coating. Thereafter, the sprinkler into the sprinkler fitting. annual inspections per NFPA 25 Figure 8). With reference to Figure 3 Step 3. Tighten the sprinkler into the or4, the W -Type 7 Recessed Sprinkler should suffice; however, instead of in- sprinkler fitting using only the W -Type Wrench is to be applied to the sprinkler specting from the floor level, a random 6 Sprinkler Wrench (Ref. Figure 7), wrench flats. sampling of close -up visual inspec- except that an 8 or 10 inch adjustable tions should be made, so as to better Crescent wrench is to be used for wax Step C. After the ceiling has been in- determine the exact sprinkler condi- coated sprinklers. With reference to stalled or the finish coat has been ap- tion and the long term integrity of the Figures 1, 2, 3, and 4 the W -Type 7 plied, slide on the Style 10 or 40 Clo- corrosion resistant coating, as it may Sprinkler Wrench or the adjustable sure over the Series TY -B Sprinkler be affected by the corrosive conditions Crescent wrench, as applicable is to and push the Closure over the Mount- present. be applied to the wrench flats. ing Plate until its flange comes in con- tact with the ceiling. The owner is responsible for the in- When installing wax coated sprinklers spection, testing, and maintenance of with the adjustable Crescent wrench, their fire protection system and de- additional care needs to be exercised Care and vices in compliance with this docu- to prevent damage to the wax coating ment, as well as with the applicable on the sprinkler wrench flats or frame Main t enance standards of the National Fire Protec- arms and, consequently, exposure of tion Association (e.g., NFPA 25), in bare metal to the corrosive environ- The Series TY -B Sprinklers must be addition to the standards of any other ment. The jaws of the wrench should maintained and serviced in accord- authorities having jurisdiction. The in- be opened sufficiently wide to pass ance with the following instructions: stalling contractor or sprinkler manu- over the wrench flats without damag- N OTES facturer should be contacted relative ing the wax coating. Before wrench to any questions. tightening the sprinkler, the jaws of the Before closing a fire protection system wrench are to be adjusted to just con- main control valve for maintenance Automatic sprinkler systems should be tact the sprinkler wrench flats. After work on the fire protection system that inspected, tested, and maintained by wrench tightening the sprinkler, loosen it controls, permission to shut down the a qualified Inspection Service in ac- the wrench jaws before removing the affected fire protection system must be cordance with local requirements wrench. obtained from the proper authorities and /or national codes. and all personnel who may be affected After installation, the sprinkler wrench by this action must be notified. flats and frame arms must be in- spected and the wax coating re- The owner must assure that the sprin- touched (repaired) whenever the coat- klers are not used for hanging of any ing has been damaged and bare metal objects; otherwise, non - operation in is exposed. The wax coating on the the eventofa fire or inadvertent opera - wrench flats can be retouched by gen- tion may result. tly applying a heated 1/8 inch diameter Absence of an escutcheon, which is steel rod to the areas of wax that have used to cover a clearance hole, may been damaged, to smooth it back over delay the time to sprinkler operation in areas where bare metal is exposed. a fire situation. NOTES Sprinklers that are found to be leaking Only retouching of the wax coating ap- or exhibiting visible signs of corrosion plied to the wrench flats and frame must be replaced. arms is permitted, and the retouching Automatic sprinklers must never be is to be performed only at the time of painted, plated, coated or otherwise the initial sprinkler installation. altered after leaving the factory. Modi- The steel rod should be heated only to fied sprinklers must be replaced. the point at which it can begin to melt Sprinklers that have been exposed to the wax, and appropriate precautions corrosive products of combustion, but need to be taken, when handling the have not operated, should be replaced heated rod, in order to prevent the if they cannot be completely cleaned installer from being burned. by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, • Page 8 of 8 TFP151 P/N 57 - XXX - X - XXX I I SPRINKLER TEMPERATURE MODELJSIN RATING 530 2.8K UPRIGHT (1/2 "NPT) TY1151 1 NATURAL BRASS 135 135 °F /57 °C 531 2.8K PENDENT (1/2 "NPT) TY1251 4 WHITE POLYESTER 155 155 °F /68 °C 570 5.6K UPRIGHT (1/2 "NPT) TY3151 3 WHITE (RAL9010) * 175 175 °F /79 °C 571 5.6K PENDENT (1/2 "NPT) TY3251 9 CHROME PLATED 200 200 °F /93 °C 590 8.0K UPRIGHT (3/4 "NPT) TY4151 7 LEAD COATED 286 286 °F /141 °C 591 8.0K PENDENT (3/4 "NPT) TY4251 6 WAX COATED 360 360 °F /182 °C 286 °F /141 °C MAX. 560 8.0K UPRIGHT (1/2 "NPT) TY4851 8 WAX OVER LEAD 561 8.0K PENDENT (1/2 "NPT) TY4951 286 °F /141 °C MAX. * Eastem Hemisphere sales only. TABLE C PART NUMBER SELECTION SERIES TY -B PENDENT AND UPRIGHT SPRINKLERS Limited any other legal theory, for incidental, indirect, special or consequential dam- Ordering Warranty ages, including but not limited to labor charges, regardless of whether TFBP Procedure was informed about the possibility of Products manufactured by Tyco Fire & such damages, and in no event shall When placing an order, indicate the Building Products (TFBP) are war- TFBP's liability exceed an amount full product name. Refer to the Price ranted solely to the original Buyer for equal to the sales price. List for complete listing of Part Num- ten (10) years against defects in mate- bers. rial and workmanship when paid for The foregoing warranty is made in lieu and properly installed and maintained of any and all other warranties. ex- Contact your local distributor for avail - under normal use and service. This nre.SS or implied including warranties ability. warranty will expire ten (10) years " ' ' ` ' • 1- ' - ' -- - from date of shipment by TFBP. No ticular pucpase. Sprinkler Assemblies with NPT warranty is given for products or com- Thread Connections: w arrant manufactured fo r p b com anim- This limited warranty sets forth the ex- Specify: (Specify Model /SIN), Stand - n o nents ated by ownership b y om TFBP clusive remedy for claims based on and Response, (specify K- factor), Y P failure of or defect in products, materi- (specify temperature rating), Series or fob products c s'a dcomponents w h als or components, whether the claim TY -B (specify Pendent or Upright) havelbee d n, bjec nt t t misuse, or use, which have is made in contract, tort, strict liability Sprinkler with (specify type of finish or or any other legal theory. coating), (specify ) not been installed, maintained, modi- g), P/N ( s eci from Table C . fied or repaired in accordance with ap- This warranty will apply to the full ex- plicable Standards of the National Fire tent permitted by law. The invalidity, in Recessed Escutcheon: Protection Association, and /or the whole or part, of any portion of this Specify: Style (specify 10 or 40 ) Re- standards of any other Authorities warranty will not affect the remainder. cessed Escutcheon with (specify *) fin - Having Jurisdiction. Materials found ish, P/N (specify *). by TFBP to be defective shall be either * 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. In no event shall TFBP be liable, in contract, tort, strict liability or under © 2007 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqcci I Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Model ESFR -25 Early Suppression Fast Response Pendent Sprinklers 25.2 K- factor General ing or eliminating the need for a sys- tem fire pump. Also, the Model ESFR - 25 permits use of a maximum deflec- Description for -to ceiling distance of 18 inches (460 mm) versus 14 inches (360 mm); The Model ESFR -25 Pendent Sprin- and a storage arrangement of 40 ft. klers (Ref. Figure 1) are "Early Sup- (12,2 m) with a ceiling height of 45 ft. v 9 pression Fast Response Sprinklers" (13,7 m) does not require in -rack sprin- having a nominal K- factor of 25.2. klers as do ESFR sprinklers having a They are suppression mode sprinklers nominal K- factor of 14.0.' that are especially advantageous as a means of eliminating the use of in -rack Applications for the Model ESFR -25 sprinklers, when protecting high -piled Sprinklers are expanding beyond the storage. current recognized installation stand- ards. For information regarding re- The Model ESFR -25 is primarily de- search fire tests which may be accept- signed for use with storage heights of able to an Authority Having most encapsulated or non- encapsu- Jurisdiction (e.g., flammable liquids, lated common materials including car- exposed plastics, and aerosols), toned unexpanded plastics to 40 ft. please contact the Technical Services," (12,2 m) high and with ceiling heights Department. ." to 45 ft. (13,7 m). In addition, the pro- tection of some storage arrangements WARNINGS of rubber tires, roll paper, flammable The Model ESFR -25 Sprinklers de- liquids, aerosols, and automotive com- scribed herein must be installed and ponents can be considered as well. maintained in compliance with this The ESFR -25 provides the system de- document, as well as with the applica- signer with hydraulic and sprinkler ble standards of the National Fire Pro - placement options not presently avail- tection Association, in addition to the able to the traditional ESFR sprinklers standards of any other authorities hav- having a nominal K- factor of 14.0. In ing jurisdiction (e.g., FM Global). Fail- particular, the Model ESFR -25 has ure to do so may impair the perform - been designed to operate at substan ance of these devices. tially lower end head pressures, as The owner is responsible for maintain- compared to ESFR sprinklers having a ing their fire protection system and de- nominal K- factor of 14.0. This feature vices in proper operating condition. offers flexibility when sizing the sys- The installing contractor or sprinkler tem piping, as well as possibly reduc- manufacturer should be contacted with any questions. IMPORTANT Sprinkler Always refer to Technical Data Identification Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- Numbers lation of sprinkler systems and com- ponents. Improper handling and in- IN TY9226 - (Pendent K =25.2) stallation can permanently damage TY9226 is a redesignation for C9226, a sprinkler system or its compo- G8441, and S8010. nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 JUNE, 2007 TFP312 Page 2 of 8 TFP312 1 7 Y 1" NPT 777 O —�— 1- 13116" 1 -Frame 8 A� ��6 9/16" (46,0 mm) 2- Deflector p��01 (14,3 mm) 3- Compression Screw 9 ����� NOMINAL ' = - , 4 -Hook _ 7' MAKE -I opr ...2.,... el 5 -Strut 6 ' 1 , 6 -Link Assembly III 3- 13116" i 7- Button (96,8 mm) 8- Sealing Assembly 5 THERMAL 9- Ejection Spring a SENSING WRENCH ELEMENT 4 FLATS C C 3 fa � _ 2 TEMPERATURE RATING 2" (50,8 mm) -- FIGURE 1, MODEL ESFR -25 EARLY SUPPRESSION FAST RESPONSE PENDENT SPRINKLER guidelines are not intended to provide Technical Design Criteria complete installation criteria. Data NOTE The National Fire Protection Associa- GENERAL GUIDELINES Approvals tion (NFPA) and FM Global (FM) pro- System Type: Wet l UL and C -UL Listed. FM and VdS Ap- vide installation standards that must y yp pipe system. proved. LPCB Approved (094b/01 & be used to properly design an auto- Roof Construction: Unobstructed or 0071/01). NYC under MEA 356 -01 -E. matic sprinkler system utilizing Early obstructed construction. For example: Maximum Working Pressure Suppression Fast Response (ESFR) smooth ceiling, bar joists, beam and 175 psi (12,1 bar) Sprinklers. The guidelines provided by girder, etc. NFPA and FM may differ; conse- Pipe Thread Connection quently, the appropriate standard must NOTE 1 inch NPT or ISO 7 -R1 be used for a given installation. Where the depths of the solid struc- Discharge Coefficient The following data sheets describe the tural members (beams, stem, etc.) ex- K = 25.2 GPM /psi / ESFR Sprinklers offered by Tyco Fire teed 12 inches (302 mm), ESFR (362,9 LPM /bar1/2) Products: Sprinklers shall be installed in each channel formed by the structural mem- Temperature Ratings TFP312 — Model ESFR -25 (TY9226), bers. 165 °F /74 °C or 214 °F /101 °C K =25.2 Pendent Sprinkler Ceiling Slope: Maximum 2 inch rise Finish TFP315 — Model ESFR -17 (TY7226), for 12 inch run (16.7 %). Natural Brass K =16.8 Pendent Sprinkler Building Heights, Storage Heights, Physical Characteristics TFP316 — Model ESFR -17 (TY7126), and Commodity: Refer to Table A. Frame Brass K =16.8 Upright Sprinkler Maximum Coverage a Area: Deflector Bronze TFP318 — Model ESFR -1 (TY6226), ) TY6226 100 ft (9,3 m In some cases, the Compression Screw P P Stainless Steel K =14.0 Pendent Sprinkler i nstallation standards ermit a greater Hook Monel The following general guidelines pro- coverage area. Strut Monel vided for ESFR Sprinklers offered by Minimum Coverage Area: Link Assembly . . . . Solder, Nickel Tyco Fire Products may be used for a 80 ft (7,4 m per NFPA 13, and Button Brass quick reference to help select the ap- 64 ft (5,8 m per FM 2 -2 Sealing Assembly propriate Tyco Fire Products' ESFR tin 1 2 feet ( 3,7 m ) for Maximum Spacing: g: Beryllium Nickel w/Teflon* Sprinkler: Ejection Spring Inconel building heights up to 30 feet (9,1 m), and 10 feet (3,1 m) for building heights *Registered trademark of DuPont. NOTE greater than 30 feet (9,1 m). In all cases, the appropriate NFPA or Minimum Spacing: Patents FM installation standard must be refer- 8 feet (2,4 m). U.S.A. Patent Numbers: enced to assure applicability and to 4,580,729 5,829,532 obtain complete installation guide- Minimum Clearance To Commodity: 6,059,044 6,336,509 lines, since the following general 36 inches (914 mm). 6,502,643 7,165,624 Patents pending. TFP312 Page 3 of 8 TABLE A BUILDING HEIGHTS, STORAGE HEIGHTS, AND COMMODITY (See Design Criteria Section) Open frame (Le. no solid shelves) single, double, multiple -row, or portable rack See Table A-1 storage of Class I - IV and Group A or B (Refer to NFPA 13 or FM 8 -9 and 2 -2 plastics for details) Solid pile or palletized storage of Class I - IV and Group A or B plastics See Table A-2 (Refer to NFPA 13 or FM 8 -9 and 2 -2 for details) Idle pallet storage See Table A -3 (Refer to NFPA 13 or FM 8 -24 and 2 -2 for details) Rubber Tire Storage See Table A-4 (Refer to NFPA 13 or FM 8 -3 and 2 -2 for details) Comparison to Other TFP ESFR Sprinklers ESFR -25 ESFR -1 ESFR -17 ESFR -17 PENDENT PENDENT PENDENT UPRIGHT K =25.2 K =14.0 K =16.8 K =16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM Rolled Paper Storage (See Standard) 13 8 -21 13 8 -21 13 — — 8 -21 Flammable Liquid Storage (See Standard) 30 — 30 7 -29 — — — — Aerosol Storage (See Standard) 30B 7 -31 30B 7 -31 30B — — — Automotive Components in Portable Racks 13 — — — — — — — (Control Mode Only, See Standard) NFPA 13 — Deflector To Ceiling FM 2 -2 — Deflector To Ceiling FM 2 -2 — Thermal Sensing Element Distance: Distance: To Ceiling Distance: ESFR -25 (K =25.2) Pendent: ESFR -1 (K =14.0) Pendent: ESFR -25 (K =25.2) Pendent: 6 to 18 inches (152 to 457 mm). 5 to 14 inches (121 to 356 mm). 4 to 18 inches (102 to 457 mm). ESFR -1 (K =14.0) Pendent: ESFR -17 (K =16.8) Pendent: ESFR -1 (K =14.0) Pendent: 6 to 14 inches (152 to 356 mm). 5 to 14 inches (121 to 356 mm). 4 to 13 inches (102 to 330 mm). ESFR -17 (K =16.8) Pendent: ESFR -17 (K =16.8) Upright: ESFR -17 (K =16.8) Pendent: 6 to 14 inches (152 to 356 mm). 5 to 14 inches (121 to 356 mm). 4 to 13 inches (102 to 330 mm) ESFR -17 (K =16.8) Upright: 4 to 13 inches (102 to 330 mm). Page 4 of 8 TFP312 TABLE A -1 RACK STORAGE (See Design Criteria Section) Commodity Maximum Maximum Minimum Flow Pressure, PSI (BAR) Building Storage - Height, Height, Comparison to Other TFP ESFR Sprinklers Feet Feet ESFR -25 ESFR -1 ESFR -17 ESFR -17 (m) (m) PENDENT PENDENT PENDENT UPRIGHT K = 25.2 K = 14.0 K = 16.8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM Class I, 45 40 40 50 90* 90* 63* 63* _ _ Class II, (13,7) (12,2) (2,8) (3,4) (6,2) (6,2) (4,3) (4,3) Class 111, and 40 35 25 40 75 75 52 52 - _ Class IV (12,2) (10,7) (1,7) (2,8) (5,2) (5,2) (3,6) (3,6) Encapsulated or 35 30 20 30 75 75 52 52 _ 52 U nenca psulated (10,7) (9,1) (1,4) (2,1) (5,2) (5,2) (3,6) (3,6) (3,6) -and- 32 25 20 30 60 60 42 42 42 - Cartoned (9,7) (7,6) (1,4) (2,1) (4,1) (4,1) (2,9) (2,9) (2,9) Unexpanded 30 25 15 20 50 50 35 35 35 Plastics - (9,1) (7,6) (1,0) (1,4) (3,4) (3,4) (2,4) (2,4) (2,4) Uncartoned 45 40 _ _ 90* 90* 63* 63* - _ (Exposed) (13,7) (12,2) (6,2) (6,2) (4,3) (4,3) Unexpanded 40 35 _ 50 75 75 52 52 - - Plastics (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 32 25 _ 50 60 60 42 42 (9,7) (7,6) (3,4) (4,1) (4,1) (2,9) (2,9) - - 30 25 _ 50 50 50 35 35 _ _ (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) Cartoned 32 25 _ _ 60 60 42 42 _ 42 Expanded Plastics (9,7) (7,6) (4,1) (4,1) (2,9) (2,9) (2,9) 30 25 _ _ 50 50 35 35 _ 35 (9,1) (7,6) (3,4) (3,4) (2,4) (2,4) (2,4) Uncartoned 30 25 _ - 100 (Exposed) ( (7,6) - (6,8) - - - - Expanded Plastics 25 20 75 ( (6,1) - - - (5,2) - - - - *One level of in -rack sprinklers is required. TFP312 Page 5 of 8 TABLE A -2 PALLETIZED AND SOLID PILED STORAGE (See Design Criteria Section) Commodity Maximum Maximum Minimum Flow Pressure, PSI (BAR) Building Storage Height, Height, Comparison to Other TFP ESFR Sprinklers Feet Feet ESFR -25 ESFR -1 ESFR -17 ESFR -17 (m) (m) PENDENT PENDENT PENDENT UPRIGHT K = 25.2 K = 14.0 K = 16.8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM Class I, 45 40 40 50 Class II, (13,7) (12,2) (2,8) (3,4) - - - - - Class III, and 45 35 40 50 _ 90 _ _ - - Class IV (13,7) (10,7) (2,8) (3,4) (6,2) Encapsulated or 40 35 25 40 75 75 52 52 _ _ Unencapsulated (12,2) (10,7) (1,7) (2,8) (5,2) (5,2) (3,6) (3,6) -and- 35 30 20 30 75 75 52 52 _ 52 (10,7) (9,1) (1,4) (2,1) (5,2) (5,2) (3,6) (3,6) (3,6) Cartoned 32 25 20 30 60 60 42 42 _ 42 U nexpand ed (9,7) (7,6) (1,4) (2,1) (4,1) (4,1) (2,9) (2,9) (2,9) Plastics 30 25 15 20 50 50 35 35 _ 35 (9,1) (7,6) (1,0) (1,4) (3,4) (3,4) (2,4) (2,4) (2,4) Uncartoned 45 35 90 (Exposed) (13,7) (10,7) - - - (6,2) - - - - Unexpanded 40 35 _ 50 75 75 52 52 - _ Plastics (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 32 25 _ 50 60 60 42 42 (9,7) (7,6) (3,4) (4,1) (4,1) (2,9) (2,9) - - 30 25 _ 50 50 50 35 35 _ _ (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) Cartoned 32 25 _ _ 60 60 42 42 - 42 Expanded Plastics (9,7) (7,6) (4,1) (4,1) (2,9) (2,9) (2,9) 30 25 _ _ 50 50 35 35 - 35 (9,1) (7,6) (3,4) (3,4) (2,4) (2,4) (2,4) Uncartoned 40 25 _ 60 _ _ _ _ - (Exposed) (12,2) (7,6) (4,1) Expanded Plastics 30 25 _ 60 100 (9,1) (7,6) (4,1) - (6 8) - - - - 25 20 _ 60 75 (7,6) (6,1) (4,1) - (5,2) - - - - Page 6 of 8 TFP312 TABLE A -3 IDLE PALLET STORAGE (See Design Criteria Section) Type and Maximum Maximum Minimum Flow Pressure, PSI (BAR) Arrangement Building Storage Height, Height, Comparison to Other TFP ESFR Sprinklers Feet Feet ESFR -25 ESFR -1 ESFR -17 ESFR -17 (m) (m) PENDENT PENDENT PENDENT UPRIGHT K = 25.2 K = 14.0 K = 16.8 K = 16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA FM NFPA FM Wood or Plastic 40 35 - 50 75 75 52 52 - - In -rack (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 32 25 50 60 60 42 42 - and- (9,7) (7,6) (3,4) (4,1) (4,1) (2,9) (2,9) - - Plastic on Floor 30 25 - 50 50 50 35 35 - - (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) Wood on Floor 40 35 _ 50 75 75 52 52 _ _ (12,2) (10,7) (3,4) (5,2) (5,2) (3,6) (3,6) 35 20 _ 50 75 75 52 52 - 52 (10,7) (6,1) (3,4) (5,2) (5,2) (3,6) (3,6) (3,6) 32 25 _ 50 60 60 42 42 (9,7) (7,6) (3,4) (4,1) (4,1) (2,9) (2,9) - - 32 20 _ 50 60 60 42 42 _ 42 (9,7) (6,1) (3,4) (4,1) (4,1) (2,9) (2,9) (2,9) 30 25 _ 50 50 50 35 35 _ _ (9,1) (7,6) (3,4) (3,4) (3,4) (2,4) (2,4) 30 20 _ 50 50 50 35 35 _ 35 (9,1) (6,1) (3,4) (3,4) (3,4) (2,4) (2,4) (2,4) TFP312 Page 7of8 TABLE A-4 RUBBER TIRE STORAGE (See Design Criteria Section) Piling Method Maximum Maximum Minimum Flow Pressure, PSI (BAR) Building Storage Comparison to Other TFP ESFR Sprinklers Height, Height, Feet Feet ESFR -25 ESFR -1 ESFR -17 ESFR -17 (m) (m) PENDENT PENDENT PENDENT UPRIGHT K =25.2 K =14.0 K =16.8 K =16.8 See Data Sheet See Data Sheet See Data Sheet TFP318 TFP315 TFP316 NFPA FM NFPA FM NFPA* FM NFPA FM On -Side or On -Tread in Palletized Portable 30 25 15 20 50 50 35 35 35 — Racks, Open Portable (9,1) 1) (7,6) (1,0) (1,4) (3,5) (3,5) (2,4) (2,4) (2,4) Racks, or Fixed Racks without Solid Shelves On -Side in Palletized Portable Racks, Open 35 25 25 _ — — — — 75 52 Portable Racks, or (10,7) (7,6) (1,7) (5,2 Fixed Racks without ) (3,6) Solid Shelves Laced Tires in Open 30 25 _ — 75 _ 52 _ _ _ Portable Steel Racks (9,1) (7,6) (5,2) (3,6) On -Side in Palletized 40 25 _ — 75 _ 52 _ _ _ Portable Racks (12,2) (7,6) (5,2) (3,6) *UL Listed as an equivalency to K14 ESFR protection to 30 ft.ibs. (26,8 to 40,2 Nm). Higher Operation levels of torque may distort the sprin °FITTING SIDE" kier inlet with consequent leakage or SPRINKLER The fusible link assembly is comprised impairment of the sprinkler. C) FITTING of two link halves which are joined Ste 1. T he ESFR -25 Pendent S n together by a thin layer of solder. p P n When the rated temperature is kler must be installed in the pendent reached, the solder melts and the two position. liIj1i1j Sr P activating Step 2 With pipe thread sealant ap- _ - _ link halves separate activatin the - ` r" V -- sprinkler and flowing water. plied, hand tighten the sprinkler into the sprinkler fitting. Do not apply pres- Installation sure to the Link Assembly, and handle WRENCH the ESFR -25 Sprinkler only by the RECESS The Model ESFR -25 Pendent Sprin- Frame arms. klers are to be installed in accordance Step 3. Wrench tighten the ESFR -25 FIGURE 2 with the following instructions: Sprinkler using only the W -Type 1 Sprinkler Wrench (Ref. Figure 2) and W -TYPE 1 NOTE by fully engaging (seating) the wrench SPRINKLER WRENCH Damage to the fusible Link Assembly on the sprinkler wrench flats. during installation can be avoided by Step 4. After installation, inspect the handling the sprinkler by the frame arms only (i.e., do not apply pressure Sprinkler Assembly of each I n ESFR-a , to the fusible Link Assembly), and by priykler for damage. In particular, verify that positioned as illustrated i and Hook using the appropriate sprinkler are positioned as illustrated in Figure wrench. Damaged sprinklers must be replaced. 1, and that the Link Assembly has not been bent, creased, or forced out of its A leak tight 1 inch NPT sprinkler joint normal position in any way. should be obtained with a torque of 20 Damaged sprinklers must be replaced. Page 8 of 8 'TFP312 Care and Limited Ordering Maintenance Warranty Procedure The Model ESFR -25 must be main- Products manufactured by Tyco Fire & When placing an order, indicate the tained and serviced in accordance Building Products (TFBP) are war- full product name. Please specify the with the following instructions: ranted solely to the original Buyer for Sprinkler Identification Number (SIN), ten (10) years against defects in mate- quantity, and temperature rating. Re- NOTE rial and workmanship when paid for fer to the Price List for complete listing Before closing a fire protection system and properly installed and maintained of Part Numbers. main control valve for maintenance under normal use and service. This Contact your local distributor for avail - work on the fire protection system that warranty will expire ten (10) years ability. it controls, permission to shut down the from date of shipment by TFBP. No affected fire protection systems must warranty is given for products or com- Sprinkler Assemblies: be obtained from the proper authori- ponents manufactured by companies Specify: (specify temperature rating), ties and all personnel who may be not affiliated by ownership with TFBP natural brass, TY9226 Pendent Sprin- affected by this action must be notified. or for products and components which kler, PSN (specify). Sprinklers that are found to be leaking have been subject to misuse, improper or exhibiting visible signs of corrosion installation, corrosion, or which have 165 °F /74 °C P/N 58 -441 -1 -165 must be replaced. not been installed, maintained, modi- 214 °F /101 °C P/N 58 -441 -1 -214 fied or repaired in accordance with ap- Automatic sprinklers must never be plicable Standards of the National Fire "Special Order" painted, plated, coated, or otherwise Protection Association, and /or the Sprinkler Assemblies with ISO 7/1 altered after leaving the factory. Modi- standards of any other Authorities Thread Connections: fied or over - heated sprinklers must be Having Jurisdiction. Materials found Specify: (specify temperature rating), replaced. by TFBP to be defective shall be either natural brass, TY9226 Pendent Sprin- Care must be exercised to avoid dam- repaired or replaced, at TFBP's sole kler with thread connection per ISO age - before, during, and after instal- option. TFBP neither assumes, nor 7/1, PSN (specify). lation. Sprinklers damaged by drop authorizes any person to assume for it, ping, striking, wrench twist/slippage, any sane of p or parts of prod 165 °F /74°c P/N 58-442-1-165 214 °F /101 °C P/N 58- 442 -1 -214 or the like, must be replaced. ucts. TFBP shall not be responsible for The owner is responsible for the in- sprinkler system design errors or inac- Sprinkler Wrench spection, testing, and maintenance of curate or incomplete information sup- Specify: W -Type 1 Sprinkler Wrench, their fire protection system and de- plied by Buyer or Buyer's repre- P/N 56- 872 -1 -025. vices in compliance with this docu- sentatives. ment, as well as with the applicable In no event shall TFBP be liable, in standards of the National Fire Protec- contract, tort, strict liability or under tion Association (e.g., NFPA 25), in any other legal theory, for incidental, addition to the standards of any other indirect, special or consequential dam - authorities having jurisdiction. The in- ages, including but not limited to labor stalling contractor or sprinkler ma iv charges, regardless of whether TFBP facturer should be contacted relative was informed about the ossibilit of to any questions. such damages, and in no event shall It is recommended that automatic TFBP's liability exceed an amount sprinkler systems be inspected, equal to the sales price. tested, and maintained by a qualified The foregoing warranty is made in lieu Inspection Service in accordance with of any and all other warranties. ex- local requirements and /or national codes. • - • 'u. -. . .'.. , - -I - of merchantability and fitness for a p- r- tic.ular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 47.0 38.0 1520.0 37.9 1527.3 36.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1527.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1277.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 117.5 - - - - 16.1 - - - 2 117.5 - - - - 15.6 - - - 3 117.5 K =25.20 15.1 98.1 4 117.5 K =25.20 15.0 97.6 5 117.5 K =25.20 15.0 97.6 6 117.5 K =25.20 15.1 97.9 6A 117.5 K =25.20 15.2 98.2 6B 117.5 K =25.20 15.1 97.8 7 117.5 - - - - 16.1 - - - 8 117.5 - - - - 15.6 - - - 9 117.5 K =25.20 15.2 98.1 10 117.5 K =25.20 15.0 97.6 11 117.5 K =25.20 15.0 97.6 12 117.5 K =25.20 15.1 97.9 12A 117.5 K =25.20 15.2 98.2 12B 117.5 K =25.20 15.1 97.8 12C 115.0 K =25.20 16.6 102.8 13 117.2 - - - - 18.8 - - - 14 117.2 - - - - 18.8 - - - 15 117.2 - - - - 18.8 - - - 16 117.2 - - - - 18.8 - - - 17 117.2 - - - - 18.9 - - - 18 117.2 - - - - 18.9 - - - 19 117.2 - - - - 18.9 - - - 20 117.2 - - - - 18.9 - - - 21 117.2 - - - - 18.8 - - - 22 117.2 - - - - 18.9 - - - 23 117.2 - - - - 18.9 - - - 24 117.2 - - - - 18.9 - - - 25 117.2 - - - - 18.9 - - - 26 117.2 - - - - 18.9 - - - 27 117.5 - - - - 17.8 - - - 28 116.5 - - - - 19.0 - - - 29 117.5 - - - - 17.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 30 116.5 - - - - 19.0 - - - 31 116.5 - - - - 19.1 - - - 32 116.5 - - - - 19.2 - - - 33 116.5 - - - - 19.2 - - - 34 117.5 - - - - 16.0 - - - 35 116.5 - - - - 19.0 - - - 35A 116.5 - - - - 19.0 - - - 36 117.5 - - - - 16.0 - - - 37 116.5 - - - - 19.0 - - - 38 116.5 - - - - 19.0 - - - 39 116.5 - - - - 19.1 - - - 40 116.5 - - - - 19.2 - - - 41 116.5 - - - - 19.4 - - - TOR 116.5 - - - - 19.9 - - - BOR 101.0 - - - - 27.0 - - - BFP1 97.0 - - - - 29.7 - - - BFP2 97.0 - - - - 34.7 - - - SOURCE 97.0 SOURCE 36.0 1277.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 207.4 3.260 PL 33.25 PF 1.7 27 117.5 0.0 17.8 0.0 8.0 120 FTG E PE 0.0 1 117.5 0.0 16.1 0.0 0.039 TL 43.25 PV Pipe: 2 207.4 3.260 PL 11.50 PF 0.5 1 117.5 0.0 16.1 0.0 8.0 120 FTG - - -- PE 0.0 2 117.5 0.0 15.6 0.0 0.039 TL 11.50 PV Pipe: 3 207.4 3.260 PL 12.00 PF 0.5 2 117.5 0.0 15.6 0.0 8.0 120 FTG - - -- PE 0.0 3 117.5 25.2 15.1 98.1 0.039 TL 12.00 PV Pipe: 4 109.3 3.260 PL 12.00 PF 0.1 3 117.5 25.2 15.1 98.1 4.2 120 FTG - - -- PE 0.0 4 117.5 25.2 15.0 97.6 0.012 TL 12.00 PV Pipe: 5 11.7 3.260 PL 12.00 PF 0.0 4 117.5 25.2 15.0 97.6 0.4 120 FTG - - -- PE 0.0 5 117.5 25.2 15.0 97.6 0.000 TL 12.00 PV Pipe: 6 -85.9 3.260 PL 12.00 PF 0.1 5 117.5 25.2 15.0 97.6 3.3 120 FTG - - -- PE 0.0 6 117.5 25.2 15.1 97.9 0.008 TL 12.00 PV Pipe: 7 -183.8 3.260 PL 8.75 PF 0.9 6 117.5 25.2 15.1 97.9 7.1 120 FTG T PE 0.0 34 117.5 0.0 16.0 0.0 0.031 TL 28.75 PV Pipe: 8 -97.8 3.260 PL 12.00 PF 0.1 6B 117.5 25.2 15.1 97.8 3.8 120 FTG - - -- PE 0.0 6A 117.5 25.2 15.2 98.2 0.010 TL 12.00 PV Pipe: 9 -195.9 3.260 PL 3.25 PF 0.8 6A 117.5 25.2 15.2 98.2 7.5 120 FTG T PE 0.0 34 117.5 0.0 16.0 0.0 0.035 TL 23.25 PV Pipe: 10 -102.8 2.157 PL 13.17 PF 3.0 12C 115.0 25.2 16.6 102.8 9.0 120 FTG 2ET PE -0.6 35A 116.5 0.0 19.0 0.0 0.080 TL 37.17 PV Pipe: 11 207.4 3.260 PL 33.25 PF 1.7 29 117.5 0.0 17.8 0.0 8.0 120 FTG E PE 0.0 7 117.5 0.0 16.1 0.0 0.039 TL 43.25 PV Pipe: 12 207.4 3.260 PL 11.50 PF 0.5 7 117.5 0.0 16.1 0.0 8.0 120 FTG - - -- PE 0.0 8 117.5 0.0 15.6 0.0 0.039 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 207.4 3.260 PL 12.00 PF 0.5 8 117.5 0.0 15.6 0.0 8.0 120 FTG - - -- PE 0.0 9 117.5 25.2 15.2 98.1 0.039 TL 12.00 PV Pipe: 14 109.3 3.260 PL 12.00 PF 0.1 9 117.5 25.2 15.2 98.1 4.2 120 FTG - - -- PE 0.0 10 117.5 25.2 15.0 97.6 0.012 TL 12.00 PV Pipe: 15 11.6 3.260 PL 12.00 PF 0.0 10 117.5 25.2 15.0 97.6 0.4 120 FTG - - -- PE 0.0 11 117.5 25.2 15.0 97.6 0.000 TL 12.00 PV Pipe: 16 -86.0 3.260 PL 12.00 PF 0.1 11 117.5 25.2 15.0 97.6 3.3 120 FTG - - -- PE 0.0 12 117.5 25.2 15.1 97.9 0.008 TL 12.00 PV Pipe: 17 -183.9 3.260 PL 8.75 PF 0.9 12 117.5 25.2 15.1 97.9 7.1 120 FTG T PE 0.0 36 117.5 0.0 16.0 0.0 0.032 TL 28.75 PV Pipe: 18 -97.8 3.260 PL 12.00 PF 0.1 12B 117.5 25.2 15.1 97.8 3.8 120 FTG - - -- PE 0.0 12A 117.5 25.2 15.2 98.2 0.010 TL 12.00 PV Pipe: 19 -196.0 3.260 PL 3.25 PF 0.8 12A 117.5 25.2 15.2 98.2 7.5 120 FTG T PE 0.0 36 117.5 0.0 16.0 0.0 0.035 TL 23.25 PV Pipe: 20 3.0 1.610 PL 21.42 PF 0.0 31 116.5 0.0 19.1 0.0 0.5 120 FTG ET PE -0.3 13 117.2 0.0 18.8 0.0 0.000 TL 33.42 PV Pipe: 21 3.0 1.610 PL 12.00 PF 0.0 13 117.2 0.0 18.8 0.0 0.5 120 FTG - - -- PE 0.0 14 117.2 0.0 18.8 0.0 0.000 TL 12.00 PV Pipe: 22 3.0 1.610 PL 12.00 PF 0.0 14 117.2 0.0 18.8 0.0 0.5 120 FTG - - -- PE 0.0 15 117.2 0.0 18.8 0.0 0.000 TL 12.00 PV Pipe: 23 3.0 1.610 PL 12.00 PF 0.0 15 117.2 0.0 18.8 0.0 0.5 120 FTG - - -- PE 0.0 16 117.2 0.0 18.8 0.0 0.000 TL 12.00 PV Pipe: 24 3.0 1.610 PL 45.42 PF 0.0 16 117.2 0.0 18.8 0.0 0.5 120 FTG 2T PE 0.3 38 116.5 0.0 19.0 0.0 0.000 TL 61.42 PV Pipe: 25 3.4 1.610 PL 11.17 PF 0.0 32 116.5 0.0 19.2 0.0 0.5 120 FTG ET PE -0.3 17 117.2 0.0 18.9 0.0 0.001 TL 23.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 3.4 1.610 PL 15.25 PF 0.0 17 117.2 0.0 18.9 0.0 0.5 120 FTG 2E PE 0.0 18 117.2 0.0 18.9 0.0 0.001 TL 23.25 PV Pipe: 27 3.4 1.610 PL 12.00 PF 0.0 18 117.2 0.0 18.9 0.0 0.5 120 FTG - - -- PE 0.0 19 117.2 0.0 18.9 0.0 0.001 TL 12.00 PV Pipe: 28 3.4 1.610 PL 12.00 PF 0.0 19 117.2 0.0 18.9 0.0 0.5 120 FTG - - -- PE 0.0 20 117.2 0.0 18.9 0.0 0.001 TL 12.00 PV Pipe: 29 3.4 1.610 PL 12.00 PF 0.0 20 117.2 0.0 18.9 0.0 0.5 120 FTG - - -- PE 0.0 21 117.2 0.0 18.8 0.0 0.001 TL 12.00 PV Pipe: 30 3.4 1.610 PL 45.42 PF 0.0 21 117.2 0.0 18.8 0.0 0.5 120 FTG 2T PE 0.3 39 116.5 0.0 19.1 0.0 0.001 TL 61.42 PV Pipe: 31 2.8 1.610 PL 13.42 PF 0.0 33 116.5 0.0 19.2 0.0 0.4 120 FTG ET PE -0.3 22 117.2 0.0 18.9 0.0 0.000 TL 25.42 PV Pipe: 32 2.8 1.610 PL 8.00 PF 0.0 22 117.2 0.0 18.9 0.0 0.4 120 FTG - - -- PE 0.0 23 117.2 0.0 18.9 0.0 0.000 TL 8.00 PV Pipe: 33 2.8 1.610 PL 12.00 PF 0.0 23 117.2 0.0 18.9 0.0 0.4 120 FTG - - -- PE 0.0 24 117.2 0.0 18.9 0.0 0.000 TL 12.00 PV Pipe: 34 2.8 1.610 PL 12.00 PF 0.0 24 117.2 0.0 18.9 0.0 0.4 120 FTG - - -- PE 0.0 25 117.2 0.0 18.9 0.0 0.000 TL 12.00 PV Pipe: 35 2.8 1.610 PL 12.00 PF 0.0 25 117.2 0.0 18.9 0.0 0.4 120 FTG - - -- PE 0.0 26 117.2 0.0 18.9 0.0 0.000 TL 12.00 PV Pipe: 36 2.8 1.610 PL 45.42 PF 0.0 26 117.2 0.0 18.9 0.0 0.4 120 FTG 2T PE 0.3 40 116.5 0.0 19.2 0.0 0.000 TL 61.42 PV Pipe: 37 -207.4 3.260 PL 1.00 PF 0.8 27 117.5 0.0 17.8 0.0 8.0 120 FTG T PE 0.4 28 116.5 0.0 19.0 0.0 0.039 TL 21.00 PV Pipe: 38 -207.4 3.260 PL 1.00 PF 0.8 29 117.5 0.0 17.8 0.0 8.0 120 FTG T PE 0.4 30 116.5 0.0 19.0 0.0 0.039 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 -379.7 3.260 PL 1.00 PF 2.5 34 117.5 0.0 16.0 0.0 14.6 120 FTG T PE 0.4 35 116.5 0.0 19.0 0.0 0.121 TL 21.00 PV Pipe: 40 -380.0 3.260 PL 1.00 PF 2.5 36 117.5 0.0 16.0 0.0 14.6 120 FTG T PE 0.4 37 116.5 0.0 19.0 0.0 0.121 TL 21.00 PV Pipe: 41 -207.4 6.357 PL 8.08 PF 0.0 28 116.5 0.0 19.0 0.0 2.1 120 FTG - - -- PE 0.0 30 116.5 0.0 19.0 0.0 0.002 TL 8.08 PV Pipe: 42 -414.8 6.357 PL 9.50 PF 0.1 30 116.5 0.0 19.0 0.0 4.2 120 FTG - - -- PE 0.0 31 116.5 0.0 19.1 0.0 0.005 TL 9.50 PV Pipe: 43 -417.8 6.357 PL 15.00 PF 0.1 31 116.5 0.0 19.1 0.0 4.2 120 FTG - - -- PE 0.0 32 116.5 0.0 19.2 0.0 0.006 TL 15.00 PV Pipe: 44 -421.2 6.357 PL 5.00 PF 0.0 32 116.5 0.0 19.2 0.0 4.3 120 FTG - - -- PE 0.0 33 116.5 0.0 19.2 0.0 0.006 TL 5.00 PV Pipe: 45 -424.0 8.249 PL 104.50 PF 0.2 33 116.5 0.0 19.2 0.0 2.5 120 FTG E PE 0.0 41 116.5 0.0 19.4 0.0 0.002 TL 125.50 PV Pipe: 46 -102.8 8.249 PL 1.50 PF 0.0 35A 116.5 0.0 19.0 0.0 0.6 120 FTG - - -- PE 0.0 35 116.5 0.0 19.0 0.0 0.000 TL 1.50 PV Pipe: 47 -482.5 8.249 PL 8.08 PF 0.0 35 116.5 0.0 19.0 0.0 2.9 120 FTG - - -- PE 0.0 37 116.5 0.0 19.0 0.0 0.002 TL 8.08 PV Pipe: 48 -862.5 8.249 PL 9.50 PF 0.1 37 116.5 0.0 19.0 0.0 5.2 120 FTG - - -- PE 0.0 38 116.5 0.0 19.0 0.0 0.006 TL 9.50 PV Pipe: 49 -859.5 8.249 PL 10.00 PF 0.1 38 116.5 0.0 19.0 0.0 5.2 120 FTG - - -- PE 0.0 39 116.5 0.0 19.1 0.0 0.006 TL 10.00 PV Pipe: 50 -856.1 8.249 PL 10.00 PF 0.1 39 116.5 0.0 19.1 0.0 5.1 120 FTG - - -- PE 0.0 40 116.5 0.0 19.2 0.0 0.006 TL 10.00 PV Pipe: 51 -853.3 8.249 PL 3.00 PF 0.3 40 116.5 0.0 19.2 0.0 5.1 120 FTG T PE 0.0 41 116.5 0.0 19.4 0.0 0.006 TL 44.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 52 - 1277.3 8.249 PL 19.17 PF 0.5 41 116.5 0.0 19.4 0.0 7.7 120 FTG E PE 0.0 TOR 116.5 0.0 19.9 0.0 0.012 TL 40.17 PV Pipe: 53 - 1277.3 8.249 PL 15.50 PF 0.4 TOR 116.5 0.0 19.9 0.0 7.7 120 FTG B PE 6.7 BOR 101.0 0.0 27.0 0.0 0.012 TL 29.50 PV Pipe: 54 - 1277.3 8.390 PL 25.00 PF 1.0 BOR 101.0 0.0 27.0 0.0 7.4 140 FTG 3E PE 1.7 BFP1 97.0 0.0 29.7 0.0 0.009 TL 118.00 PV Pipe: 55 FIXED PRESSURE LOSS DEVICE BFP2 97.0 0.0 34.7 0.0 5.0 psi, 1277.3 gpm BFP1 97.0 0.0 29.7 0.0 Pipe: 56 - 1277.3 8.390 PL 25.00 PF 1.3 BFP2 97.0 0.0 34.7 0.0 7.4 140 FTG 2ET PE 0.0 SOURCE 97.0 SRCE 36.0 (N /A) 0.009 TL 146.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27090385 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.068 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.6 ft /sec at pipe 40. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF . JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N E11 Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N E11 Tee LngEll ChkVly BfyVly GatV1v NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 3 (Tire Storage Area) 0 N E a (DM M O O Sd • (1) • o r S J O U) N H G U) u") a if) a) H U) -H pa 5 la N • N p. a, N O M — co o Q' N 0 to U ° Z .o a a) p. u w - 01 U) U] - H a rd • cr • 5 r R. FC M r4 • • 0 oo 1 o H N — co •• - D - U) 1 N -H U) m H O Cl) O O • O I C < Z � U -7 -H • 4 ▪ ro 4) o H 0 O O CO • O O !` O O O O O O . O d O O u) Q' M N .-1 O 1 < w w a w v) zn (4 w -- R m SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565003.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 3 (Tire Storage Area) WATER SUPPLY CURVE 48+ * \ \ \\ \ \ \\ \ \ \\ 44+ \ \ \ \\ \ \ \\ \ \ \\ \ \ \ \\ 40+ \ \ \\ \ \ \\ 0 < -38.0 psi @ 1520 gpm Flow Test Point 36+ X P 32+ R I E I S I S 28+ U I R I E I 24+ P I S I I 20+ 16+ 12+ 8+ LEGEND ft X = Required Water Supply 35.98 psi @ 1527.3 gpm 4+ I 0 = Available Water Supply " 37.92 psi @ 1527.3 gpm VI 0 + + - +--- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 47.0 38.0 1520.0 45.2 639.3 30.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 639.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 389.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 117.5 - - - - 16.5 - - - 2 117.5 - - - - 16.5 - - - 3 117.5 - - - - 16.5 - - - 4 117.5 - - - - 16.5 - - - 5 117.5 - - - - 16.5 - - - 6 117.5 - - - - 16.5 - - - 6A 117.5 - - - - 16.5 - - - 6B 117.5 - - - - 16.5 - - - 7 117.5 - - - - 16.5 - - - 8 117.5 - - - - 16.5 - - - 9 117.5 - - - - 16.5 - - - 10 117.5 - - - - 16.5 - - - 11 117.5 - - - - 16.5 - - - 12 117.5 - - - - 16.5 - - - 12A 117.5 - - - - 16.5 - - - 12B 117.5 - - - - 16.5 - - - 12C 115.0 - - - - 17.6 - - - 13 117.2 K= 8.00 10.7 26.1 13A 117.2 - - - - 10.9 - - - 13B 117.2 K= 8.00 9.0 24.0 14 117.2 K= 8.00 10.4 25.8 15 117.2 K= 8.00 10.4 25.8 16 117.2 K= 8.00 10.7 26.2 17 117.2 K= 8.00 12.2 28.0 18 117.2 K= 8.00 10.3 25.7 19 117.2 K= 8.00 10.1 25.4 20 117.2 K= 8.00 10.1 25.4 21 117.2 K= 8.00 10.4 25.8 22 117.2 K= 8.00 11.5 27.1 23 117.2 K= 8.00 10.7 26.2 24 117.2 K= 8.00 10.4 25.8 25 117.2 K= 8.00 10.4 25.8 26 117.2 K= 8.00 10.8 26.2 27 117.5 - - - - 16.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF 'JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 28 116.5 - - - - 16.9 - - - 29 117.5 - - - - 16.5 - - - 30 116.5 - - - - 16.9 - - - 31 116.5 - - - - 16.9 - - - 32 116.5 - - - - 16.9 - - - 33 116.5 - - - - 16.9 - - - 34 117.5 - - - - 16.5 - - - 35 116.5 - - - - 17.0 - - - 35A 116.5 - - - - 17.0 - - - 36 117.5 - - - - 16.5 - - - 37 116.5 - - - - 17.0 - - - 38 116.5 - - - - 17.0 - - - 39 116.5 - - - - 17.0 - - - 40 116.5 - - - - 17.0 - - - 41 116.5 - - - - 17.0 - - - TOR 116.5 - - - - 17.1 - - - BOR 101.0 - - - - 23.8 - - - BFP1 97.0 - - - - 25.7 - - - BFP2 97.0 - - - - 30.7 - - - SOURCE 97.0 SOURCE 30.8 389.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF , .JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 -12.7 3.260 PL 33.25 PF 0.0 27 117.5 0.0 16.5 0.0 0.5 120 FTG E PE 0.0 1 117.5 0.0 16.5 0.0 0.000 TL 43.25 PV Pipe: 2 -12.7 3.260 PL 11.50 PF 0.0 1 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 2 117.5 0.0 16.5 0.0 0.000 TL 11.50 PV Pipe: 3 -12.7 3.260 PL 12.00 PF 0.0 2 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 3 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 4 -12.7 3.260 PL 12.00 PF 0.0 3 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 4 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 5 -12.7 3.260 PL 12.00 PF 0.0 4 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 5 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 6 -12.7 3.260 PL 12.00 PF 0.0 5 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 6 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 7 -12.7 3.260 PL 8.75 PF 0.0 6 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.0 34 117.5 0.0 16.5 0.0 0.000 TL 28.75 PV Pipe: 8 0.0 3.260 PL 12.00 PF 0.0 6B 117.5 0.0 16.5 0.0 0.0 120 FTG - - -- PE 0.0 6A 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 9 0.0 3.260 PL 3.25 PF 0.0 6A 117.5 0.0 16.5 0.0 0.0 120 FTG T PE 0.0 34 117.5 0.0 16.5 0.0 0.000 TL 23.25 PV Pipe: 10 0.0 2.157 PL 13.17 PF 0.0 120 115.0 0.0 17.6 0.0 0.0 120 FTG 2ET PE -0.6 35A 116.5 0.0 17.0 0.0 0.000 TL 37.17 PV Pipe: 11 -12.7 3.260 PL 33.25 PF 0.0 29 117.5 0.0 16.5 0.0 0.5 120 FTG E PE 0.0 7 117.5 0.0 16.5 0.0 0.000 TL 43.25 PV Pipe: 12 -12.7 3.260 PL 11.50 PF 0.0 7 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 8 117.5 0.0 16.5 0.0 0.000 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF , JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 -12.7 3.260 PL 12.00 PF 0.0 8 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 9 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 14 -12.7 3.260 PL 12.00 PF 0.0 9 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 10 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 15 -12.7 3.260 PL 12.00 PF 0.0 10 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 11 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 16 -12.7 3.260 PL 12.00 PF 0.0 11 117.5 0.0 16.5 0.0 0.5 120 FTG - - -- PE 0.0 12 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 17 -12.7 3.260 PL 8.75 PF 0.0 12 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.0 36 117.5 0.0 16.5 0.0 0.000 TL 28.75 PV Pipe: 18 0.0 3.260 PL 12.00 PF 0.0 12B 117.5 0.0 16.5 0.0 0.0 120 FTG - - -- PE 0.0 12A 117.5 0.0 16.5 0.0 0.000 TL 12.00 PV Pipe: 19 0.0 3.260 PL 3.25 PF 0.0 12A 117.5 0.0 16.5 0.0 0.0 120 FTG T PE 0.0 36 117.5 0.0 16.5 0.0 0.000 TL 23.25 PV Pipe: 20 74.9 1.610 PL 18.83 PF 5.7 31 116.5 0.0 16.9 0.0 11.8 120 FTG ET PE -0.3 13A 117.2 0.0 10.9 0.0 0.186 TL 30.83 PV Pipe: 20A -24.0 1.049 PL 5.50 PF 1.9 13B 117.2 8.0 9.0 24.0 8.9 120 FTG T PE 0.0 13A 117.2 0.0 10.9 0.0 0.182 TL 10.50 PV Pipe: 20B 50.9 1.610 PL 2.83 PF 0.3 13A 117.2 0.0 10.9 0.0 8.0 120 FTG - - -- PE 0.0 13 117.2 8.0 10.7 26.1 0.091 TL 2.83 PV Pipe: 21 24.8 1.610 PL 12.00 PF 0.3 13 117.2 8.0 10.7 26.1 3.9 120 FTG - - -- PE 0.0 14 117.2 8.0 10.4 25.8 0.024 TL 12.00 PV Pipe: 22 -0.9 1.610 PL 12.00 PF 0.0 14 117.2 8.0 10.4 25.8 0.1 120 FTG - - -- PE 0.0 15 117.2 8.0 10.4 25.8 0.000 TL 12.00 PV Pipe: 23 -26.7 1.610 PL 12.00 PF 0.3 15 117.2 8.0 10.4 25.8 4.2 120 FTG - - -- PE 0.0 16 117.2 8.0 10.7 26.2 0.028 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF _ JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 2 (Service Bay Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 24 -52.9 1.610 PL 45.42 PF 6.0 16 117.2 8.0 10.7 26.2 8.3 120 FTG 2T PE 0.3 38 116.5 0.0 17.0 0.0 0.098 TL 61.42 PV Pipe: 25 76.1 1.610 PL 11.17 PF 4.4 32 116.5 0.0 16.9 0.0 12.0 120 FTG ET PE -0.3 17 117.2 8.0 12.2 28.0 0.192 TL 23.17 PV Pipe: 26 48.2 1.610 PL 15.25 PF 1.9 17 117.2 8.0 12.2 28.0 7.6 120 FTG 2E PE 0.0 18 117.2 8.0 10.3 25.7 0.082 TL 23.25 PV Pipe: 27 22.5 1.610 PL 12.00 PF 0.2 18 117.2 8.0 10.3 25.7 3.5 120 FTG - - -- PE 0.0 19 117.2 8.0 10.1 25.4 0.020 TL 12.00 PV Pipe: 28 -2.9 1.610 PL 12.00 PF 0.0 19 117.2 8.0 10.1 25.4 0.5 120 FTG - - -- PE 0.0 20 117.2 8.0 10.1 25.4 0.000 TL 12.00 PV Pipe: 29 -28.3 1.610 PL 12.00 PF 0.4 20 117.2 8.0 10.1 25.4 4.5 120 FTG - - -- PE 0.0 21 117.2 8.0 10.4 25.8 0.031 TL 12.00 PV Pipe: 30 -54.1 1.610 PL 45.42 PF 6.3 21 117.2 8.0 10.4 25.8 8.5 120 FTG 2T PE 0.3 39 116.5 0.0 17.0 0.0 0.102 TL 61.42 PV Pipe: 31 78.7 1.610 PL 13.42 PF 5.2 33 116.5 0.0 16.9 0.0 12.4 120 FTG ET PE -0.3 22 117.2 8.0 11.5 27.1 0.203 TL 25.42 PV Pipe: 32 51.6 1.610 PL 8.00 PF 0.7 22 117.2 8.0 11.5 27.1 8.1 120 FTG - - -- PE 0.0 23 117.2 8.0 10.7 26.2 0.093 TL 8.00 PV Pipe: 33 25.3 1.610 PL 12.00 PF 0.3 23 117.2 8.0 10.7 26.2 4.0 120 FTG - - -- PE 0.0 24 117.2 8.0 10.4 25.8 0.025 TL 12.00 PV Pipe: 34 -0.5 1.610 PL 12.00 PF 0.0 24 117.2 8.0 10.4 25.8 0.1 120 FTG - - -- PE 0.0 25 117.2 8.0 10.4 25.8 0.000 TL 12.00 PV Pipe: 35 -26.3 1.610 PL 12.00 PF 0.3 25 117.2 8.0 10.4 25.8 4.2 120 FTG - - -- PE 0.0 26 117.2 8.0 10.8 26.2 0.027 TL 12.00 PV Pipe: 36 -52.6 1.610 PL 45.42 PF 5.9 26 117.2 8.0 10.8 26.2 8.3 120 FTG 2T PE 0.3 40 116.5 0.0 17.0 0.0 0.097 TL 61.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF , JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 37 12.7 3.260 PL 1.00 PF 0.0 27 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.4 28 116.5 0.0 16.9 0.0 0.000 TL 21.00 PV Pipe: 38 12.7 3.260 PL 1.00 PF 0.0 29 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.4 30 116.5 0.0 16.9 0.0 0.000 TL 21.00 PV Pipe: 39 -12.7 3.260 PL 1.00 PF 0.0 34 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.4 35 116.5 0.0 17.0 0.0 0.000 TL 21.00 PV Pipe: 40 -12.7 3.260 PL 1.00 PF 0.0 36 117.5 0.0 16.5 0.0 0.5 120 FTG T PE 0.4 37 116.5 0.0 17.0 0.0 0.000 TL 21.00 PV Pipe: 41 12.7 6.357 PL 8.08 PF 0.0 28 116.5 0.0 16.9 0.0 0.1 120 FTG - - -- PE 0.0 30 116.5 0.0 16.9 0.0 0.000 TL 8.08 PV Pipe: 42 25.3 6.357 PL 9.50 PF 0.0 30 116.5 0.0 16.9 0.0 0.3 120 FTG - - -- PE 0.0 31 116.5 0.0 16.9 0.0 0.000 TL 9.50 PV Pipe: 43 -49.6 6.357 PL 15.00 PF 0.0 31 116.5 0.0 16.9 0.0 0.5 120 FTG - - -- PE 0.0 32 116.5 0.0 16.9 0.0 0.000 TL 15.00 PV Pipe: 44 -125.7 6.357 PL 5.00 PF 0.0 32 116.5 0.0 16.9 0.0 1.3 120 FTG - - -- PE 0.0 33 116.5 0.0 16.9 0.0 0.001 TL 5.00 PV Pipe: 45 -204.4 8.249 PL 104.50 PF 0.1 33 116.5 0.0 16.9 0.0 1.2 120 FTG E PE 0.0 41 116.5 0.0 17.0 0.0 0.000 TL 125.50 PV Pipe: 46 0.0 8.249 PL 1.50 PF 0.0 35A 116.5 0.0 17.0 0.0 0.0 120 FTG - - -- PE 0.0 35 116.5 0.0 17.0 0.0 0.000 TL 1.50 PV Pipe: 47 -12.7 8.249 PL 8.08 PF 0.0 35 116.5 0.0 17.0 0.0 0.1 120 FTG - - -- PE 0.0 37 116.5 0.0 17.0 0.0 0.000 TL 8.08 PV Pipe: 48 -25.3 8.249 PL 9.50 PF 0.0 37 116.5 0.0 17.0 0.0 0.2 120 FTG - - -- PE 0.0 38 116.5 0.0 17.0 0.0 0.000 TL 9.50 PV Pipe: 49 -78.2 8.249 PL 10.00 PF 0.0 38 116.5 0.0 17.0 0.0 0.5 120 FTG - - -- PE 0.0 39 116.5 0.0 17.0 0.0 0.000 TL 10.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF , JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 2 (Service Bay Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 50 -132.3 8.249 PL 10.00 PF 0.0 39 116.5 0.0 17.0 0.0 0.8 120 FTG - - -- PE 0.0 40 116.5 0.0 17.0 0.0 0.000 TL 10.00 PV Pipe: 51 -184.9 8.249 PL 3.00 PF 0.0 40 116.5 0.0 17.0 0.0 1.1 120 FTG T PE 0.0 41 116.5 0.0 17.0 0.0 0.000 TL 44.00 PV Pipe: 52 -389.3 8.249 PL 19.17 PF 0.1 41 116.5 0.0 17.0 0.0 2.3 120 FTG E PE 0.0 TOR 116.5 0.0 17.1 0.0 0.001 TL 40.17 PV Pipe: 53 -389.3 8.249 PL 15.50 PF 0.0 TOR 116.5 0.0 17.1 0.0 2.3 120 FTG B PE 6.7 BOR 101.0 0.0 23.8 0.0 0.001 TL 29.50 PV Pipe: 54 -389.3 8.390 PL 25.00 PF 0.1 BOR 101.0 0.0 23.8 0.0 2.3 140 FTG 3E PE 1.7 BFP1 97.0 0.0 25.7 0.0 0.001 TL 118.00 PV Pipe: 55 FIXED PRESSURE LOSS DEVICE BFP2 97.0 0.0 30.7 0.0 5.0 psi, 389.3 gpm BFP1 97.0 0.0 25.7 0.0 Pipe: 56 -389.3 8.390 PL 25.00 PF 0.1 BFP2 97.0 0.0 30.7 0.0 2.3 140 FTG 2ET PE 0.0 SOURCE 97.0 SRCE 30.8 (N /A) 0.001 TL 146.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27090385 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.058 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.4 ft /sec at pipe 31. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 2 (Service Bay Area) (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkV1v BfyVly GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF , .JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 2 (Service Bay Area) E N R E E a a Cr) a a O a U L-1 m a) M 0 a • • > o N m of a H G m r) m CO 0 ro N m Lo p, E a) a a (,e a cn ❑ — CO 3 p - H E o m 'o m U N z . a.a o, w ro a rn rn o w - a r cn cn -H a rd • b • m > n v 0 D < c rx r < 0.l CD O OJ O O H N ZO •r{ m a) • -H 0) H O cn O O >„ O Q • grt z H a -H a, 4J w rt a o cn U) o • a � Ei 0 0 L) o 0 co o cJ H N O — Z7 1 O O O O O O O cr. o O O O O O l0 1!) C C) N C7 rt n o w a a4 W cn cn a [x W Q co -H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565002.SDF . •JOB'TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 2 (Service Bay Area) WATER SUPPLY CURVE 48+ * \ \ \\ \ \ \\ 0 \ \ \\ 44+ \ \ \ \\ \ \ \\ 1 \ \ \\ 1 \ \ \ \\ 40+ \ \ \\ \ \ \\ * < -38.0 psi @ 1520 gpm Flow Test Point 36+ P 32+ R 1 X E I S 1 S 28+ U 1 R 1 E 1 24+ ( I P 1 S 1 120+ I 16+ 12+ 8+ LEGEND I " 1 X = Required Water Supply 1 30.79 psi @ 639.3 gpm 4+ 1 0 = Available Water Supply " 45.19 psi @ 639.3 gpm I " 0 + +- +--- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) • • WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 47.0 38.0 1520.0 39.0 1430.1 36.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1430.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1180.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 117.5 K =25.20 15.4 98.9 2 117.5 K =25.20 15.1 97.8 3 117.5 K =25.20 15.0 97.6 4 117.5 K =25.20 15.0 97.6 5 117.5 K =25.20 15.2 98.2 6 117.5 K =25.20 15.7 99.8 6A 117.5 - - - - 18.2 - - - 6B 117.5 - - - - 18.2 - - - 7 117.5 K =25.20 15.4 98.9 8 117.5 K =25.20 15.1 97.9 9 117.5 K =25.20 15.0 97.6 10 117.5 K =25.20 15.0 97.7 11 117.5 K =25.20 15.2 98.2 12 117.5 K =25.20 15.7 99.8 12A 117.5 - - - - 18.2 - - - 12B 117.5 - - - - 18.2 - - - 12C 115.0 - - - - 21.0 - - - 13 117.2 - - - - 19.9 - - - 14 117.2 - - - - 20.0 - - - 15 117.2 - - - - 20.0 - - - 16 117.2 - - - - 20.0 - - - 17 117.2 - - - - 20.0 - - - 18 117.2 - - - - 20.1 - - - 19 117.2 - - - - 20.1 - - - 20 117.2 - - - - 20.1 - - - 21 117.2 - - - - 20.1 - - - 22 117.2 - - - - 20.1 - - - 23 117.2 - - - - 20.1 - - - 24 117.2 - - - - 20.1 - - - 25 117.2 - - - - 20.1 - - - 26 117.2 - - - - 20.1 - - - 27 117.5 - - - - 18.3 - - - 28 116.5 - - - - 20.1 - - - 29 117.5 - - - - 18.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 1 (Tire Storage Area) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 30 116.5 - - - - 20.1 - - - 31 116.5 - - - - 20.2 - - - 32 116.5 - - - - 20.3 - - - 33 116.5 - - - - 20.4 - - - 34 117.5 - - - - 18.2 - - - 35 116.5 - - - - 20.4 - - - 35A 116.5 - - - - 20.4 - - - 36 117.5 - - - - 18.2 - - - 37 116.5 - - - - 20.4 - - - 38 116.5 - - - - 20.4 - - - 39 116.5 - - - - 20.5 - - - 40 116.5 - - - - 20.5 - - - 41 116.5 - - - - 20.7 - - - TOR 116.5 - - - - 21.1 - - - BOR 101.0 - - - - 28.1 - - - BFP1 97.0 - - - - 30.7 - - - BFP2 97.0 - - - - 35.7 - - - SOURCE 97.0 SOURCE 36.8 1180.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 1 (Tire Storage Area) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 1 273.7 3.260 PL 33.25 PF 2.8 27 117.5 0.0 18.3 0.0 10.5 120 FTG E PE 0.0 1 117.5 25.2 15.4 98.9 0.066 TL 43.25 PV Pipe: 2 174.8 3.260 PL 11.50 PF 0.3 1 117.5 25.2 15.4 98.9 6.7 120 FTG - - -- PE 0.0 2 117.5 25.2 15.1 97.8 0.029 TL 11.50 PV Pipe: 3 76.9 3.260 PL 12.00 PF 0.1 2 117.5 25.2 15.1 97.8 3.0 120 FTG - - -- PE 0.0 3 117.5 25.2 15.0 97.6 0.006 TL 12.00 PV Pipe: 4 -20.7 3.260 PL 12.00 PF 0.0 3 117.5 25.2 15.0 97.6 0.8 120 FTG - - -- PE 0.0 4 117.5 25.2 15.0 97.6 0.001 TL 12.00 PV Pipe: 5 -118.3 3.260 PL 12.00 PF 0.2 4 117.5 25.2 15.0 97.6 4.5 120 FTG - - -- PE 0.0 5 117.5 25.2 15.2 98.2 0.014 TL 12.00 PV Pipe: 6 -216.4 3.260 PL 12.00 PF 0.5 5 117.5 25.2 15.2 98.2 8.3 120 FTG - - -- PE 0.0 6 117.5 25.2 15.7 99.8 0.043 TL 12.00 PV Pipe: 7 -316.3 3.260 PL 8.75 PF 2.5 6 117.5 25.2 15.7 99.8 12.2 120 FTG T PE 0.0 34 117.5 0.0 18.2 0.0 0.086 TL 28.75 PV Pipe: 8 0.0 3.260 PL 12.00 PF 0.0 6B 117.5 0.0 18.2 0.0 0.0 120 FTG - - -- PE 0.0 6A 117.5 0.0 18.2 0.0 0.000 TL 12.00 PV Pipe: 9 0.0 3.260 PL 3.25 PF 0.0 6A 117.5 0.0 18.2 0.0 0.0 120 FTG T PE 0.0 34 117.5 0.0 18.2 0.0 0.000 TL 23.25 PV Pipe: 10 0.0 2.157 PL 13.17 PF 0.0 12C 115.0 0.0 21.0 0.0 0.0 120 FTG 2ET PE -0.6 35A 116.5 0.0 20.4 0.0 0.000 TL 37.17 PV Pipe: 11 274.0 3.260 PL 33.25 PF 2.9 29 117.5 0.0 18.3 0.0 10.5 120 FTG E PE 0.0 7 117.5 25.2 15.4 98.9 0.066 TL 43.25 PV Pipe: 12 175.0 3.260 PL 11.50 PF 0.3 7 117.5 25.2 15.4 98.9 6.7 120 FTG - - -- PE 0.0 8 117.5 25.2 15.1 97.9 0.029 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: /26/2009 F: \HASSDATA \ENGLISH \080565001.SDF • JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) • PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 13 77.2 3.260 PL 12.00 PF 0.1 8 117.5 25.2 15.1 97.9 3.0 120 FTG - - -- PE 0.0 9 117.5 25.2 15.0 97.6 0.006 TL 12.00 PV Pipe: 14 -20.5 3.260 PL 12.00 PF 0.0 9 117.5 25.2 15.0 97.6 0.8 120 FTG - - -- PE 0.0 10 117.5 25.2 15.0 97.7 0.001 TL 12.00 PV Pipe: 15 -118.1 3.260 PL 12.00 PF 0.2 10 117.5 25.2 15.0 97.7 4.5 120 FTG - - -- PE 0.0 11 117.5 25.2 15.2 98.2 0.014 TL 12.00 PV Pipe: 16 -216.3 3.260 PL 12.00 PF 0.5 11 117.5 25.2 15.2 98.2 8.3 120 FTG - - -- PE 0.0 12 117.5 25.2 15.7 99.8 0.043 TL 12.00 PV Pipe: 17 -316.2 3.260 PL 8.75 PF 2.5 12 117.5 25.2 15.7 99.8 12.2 120 FTG T PE 0.0 36 117.5 0.0 18.2 0.0 0.086 TL 28.75 Pv Pipe: 18 0.0 3.260 PL 12.00 PF 0.0 12B 117.5 0.0 18.2 0.0 0.0 120 FTG - - -- PE 0.0 12A 117.5 0.0 18.2 0.0 0.000 TL 12.00 PV Pipe: 19 0.0 3.260 PL 3.25 PF 0.0 12A 117.5 0.0 18.2 0.0 0.0 120 FTG T PE 0.0 36 117.5 0.0 18.2 0.0 0.000 TL 23.25 Pv Pipe: 20 -6.5 1.610 PL 21.42 PF 0.1 31 116.5 0.0 20.2 0.0 1.0 120 FTG ET PE -0.3 13 117.2 0.0 19.9 0.0 0.002 TL 33.42 Pv Pipe: 21 -6.5 1.610 PL 12.00 PF 0.0 13 117.2 0.0 19.9 0.0 1.0 120 FTG - - -- PE 0.0 14 117.2 0.0 20.0 0.0 0.002 TL 12.00 PV Pipe: 22 -6.5 1.610 PL 12.00 PF 0.0 14 117.2 0.0 20.0 0.0 1.0 120 FTG - - -- PE 0.0 15 117.2 0.0 20.0 0.0 0.002 TL 12.00 PV Pipe: 23 -6.5 1.610 PL 12.00 PF 0.0 15 117.2 0.0 20.0 0.0 1.0 120 FTG - - -- PE 0.0 16 117.2 0.0 20.0 0.0 0.002 TL 12.00 PV Pipe: 24 -6.5 1.610 PL 45.42 PF 0.1 16 117.2 0.0 20.0 0.0 1.0 120 FTG 2T PE 0.3 38 116.5 0.0 20.4 0.0 0.002 TL 61.42 PV Pipe: 25 -4.7 1.610 PL 11.17 PF 0.0 32 116.5 0.0 20.3 0.0 0.7 120 FTG ET PE -0.3 17 117.2 0.0 20.0 0.0 0.001 TL 23.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) • PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 26 -4.7 1.610 PL 15.25 PF 0.0 17 117.2 0.0 20.0 0.0 0.7 120 FTG 2E PE 0.0 18 117.2 0.0 20.1 0.0 0.001 TL 23.25 PV Pipe: 27 -4.7 1.610 PL 12.00 PF 0.0 18 117.2 0.0 20.1 0.0 0.7 120 FTG - - -- PE 0.0 19 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 28 -4.7 1.610 PL 12.00 PF 0.0 19 117.2 0.0 20.1 0.0 0.7 120 FTG - - -- PE 0.0 20 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 29 -4.7 1.610 PL 12.00 PF 0.0 20 117.2 0.0 20.1 0.0 0.7 120 FTG - - -- PE 0.0 21 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 30 -4.7 1.610 PL 45.42 PF 0.1 21 117.2 0.0 20.1 0.0 0.7 120 FTG 2T PE 0.3 39 116.5 0.0 20.5 0.0 0.001 TL 61.42 PV Pipe: 31 -4.8 1.610 PL 13.42 PF 0.0 33 116.5 0.0 20.4 0.0 0.8 120 FTG ET PE -0.3 22 117.2 0.0 20.1 0.0 0.001 TL 25.42 PV Pipe: 32 -4.8 1.610 PL 8.00 PF 0.0 22 117.2 0.0 20.1 0.0 0.8 120 FTG - - -- PE 0.0 23 117.2 0.0 20.1 0.0 0.001 TL 8.00 PV Pipe: 33 -4.8 1.610 PL 12.00 PF 0.0 23 117.2 0.0 20.1 0.0 0.8 120 FTG - - -- PE 0.0 24 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 34 -4.8 1.610 PL 12.00 PF 0.0 24 117.2 0.0 20.1 0.0 0.8 120 FTG - - -- PE 0.0 25 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 35 -4.8 1.610 PL 12.00 PF 0.0 25 117.2 0.0 20.1 0.0 0.B 120 FTG - - -- PE 0.0 26 117.2 0.0 20.1 0.0 0.001 TL 12.00 PV Pipe: 36 -4.8 1.610 PL 45.42 PF 0.1 26 117.2 0.0 20.1 0.0 0.8 120 FTG 2T PE 0.3 40 116.5 0.0 20.5 0.0 0.001 TL 61.42 PV Pipe: 37 -273.7 3.260 PL 1.00 PF 1.4 27 117.5 0.0 18.3 0.0 10.5 120 FTG T PE 0.4 28 116.5 0.0 20.1 0.0 0.066 TL 21.00 PV Pipe: 38 -274.0 3.260 PL 1.00 PF 1.4 29 117.5 0.0 18.3 0.0 10.5 120 FTG T PE 0.4 30 116.5 0.0 20.1 0.0 0.066 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF • JOB TITLE: Tire Kingdom - Zephyrhills, FL Remote Area 1 (Tire Storage Area) 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 39 -316.3 3.260 PL 1.00 PF 1.8 34 117.5 0.0 18.2 0.0 12.2 120 FTG T PE 0.4 35 116.5 0.0 20.4 0.0 0.086 TL 21.00 PV Pipe: 40 -316.2 3.260 PL 1.00 PF 1.8 36 117.5 0.0 18.2 0.0 12.2 120 FTG T PE 0.4 37 116.5 0.0 20.4 0.0 0.086 TL 21.00 PV Pipe: 41 -273.7 6.357 PL 8.08 PF 0.0 28 116.5 0.0 20.1 0.0 2.8 120 FTG - - -- PE 0.0 30 116.5 0.0 20.1 0.0 0.003 TL 8.08 PV Pipe: 42 -547.7 6.357 PL 9.50 PF 0.1 30 116.5 0.0 20.1 0.0 5.5 120 FTG - - -- PE 0.0 31 116.5 0.0 20.2 0.0 0.009 TL 9.50 PV Pipe: 43 -541.2 6.357 PL 15.00 PF 0.1 31 116.5 0.0 20.2 0.0 5.5 120 FTG - - -- PE 0.0 32 116.5 0.0 20.3 0.0 0.009 TL 15.00 PV Pipe: 44 -536.5 6.357 PL 5.00 PF 0.0 32 116.5 0.0 20.3 0.0 5.4 120 FTG - - -- PE 0.0 33 116.5 0.0 20.4 0.0 0.009 TL 5.00 PV Pipe: 45 -531.7 8.249 PL 104.50 PF 0.3 33 116.5 0.0 20.4 0.0 3.2 120 FTG E PE 0.0 41 116.5 0.0 20.7 0.0 0.002 TL 125.50 PV Pipe: 46 0.0 8.249 PL 1.50 PF 0.0 35A 116.5 0.0 20.4 0.0 0.0 120 FTG - - -- PE 0.0 35 116.5 0.0 20.4 0.0 0.000 TL 1.50 PV Pipe: 47 -316.3 8.249 PL 8.08 PF 0.0 35 116.5 0.0 20.4 0.0 1.9 120 FTG - - -- PE 0.0 37 116.5 0.0 20.4 0.0 0.001 TL 8.08 PV Pipe: 48 -632.4 8.249 PL 9.50 PF 0.0 37 116.5 0.0 20.4 0.0 3.8 120 FTG - - -- PE 0.0 3B 116.5 0.0 20.4 0.0 0.003 TL 9.50 PV Pipe: 49 -638.9 8.249 PL 10.00 PF 0.0 38 116.5 0.0 20.4 0.0 3.8 120 FTG - - -- PE 0.0 39 116.5 0.0 20.5 0.0 0.003 TL 10.00 PV Pipe: 50 -643.6 8.249 PL 10.00 PF 0.0 39 116.5 0.0 20.5 0.0 3.9 120 FTG - - -- PE 0.0 40 116.5 0.0 20.5 0.0 0.003 TL 10.00 PV Pipe: 51 -648.4 8.249 PL 3.00 PF 0.2 40 116.5 0.0 20.5 0.0 3.9 120 FTG T PE 0.0 41 116.5 0.0 20.7 0.0 0.004 TL 44.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: .6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF , JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL /FT (PSI) Pipe: 52 - 1180.1 8.249 PL 19.17 PF 0.4 41 116.5 0.0 20.7 0.0 7.1 120 FTG E PE 0.0 TOR 116.5 0.0 21.1 0.0 0.011 TL 40.17 PV Pipe: 53 - 1180.1 8.249 PL 15.50 PF 0.3 TOR 116.5 0.0 21.1 0.0 7.1 120 FTG B PE 6.7 BOR 101.0 0.0 28.1 0.0 0.011 TL 29.50 PV Pipe: 54 - 1180.1 8.390 PL 25.00 PF 0.9 BOR 101.0 0.0 28.1 0.0 6.8 140 FTG 3E PE 1.7 BFP1 97.0 0.0 30.7 0.0 0.007 TL 118.00 PV Pipe: 55 FIXED PRESSURE LOSS DEVICE BFP2 97.0 0.0 35.7 0.0 5.0 psi, 1180.1 gpm BFP1 97.0 0.0 30.7 0.0 Pipe: 56 - 1180.1 8.390 PL 25.00 PF 1.1 BFP2 97.0 0.0 35.7 0.0 6.8 140 FTG 2ET PE 0.0 SOURCE 97.0 SRCE 36.8 (N /A) 0.007 TL 146.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 27090385 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.105 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 12.2 ft /sec at pipe 7. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyViv GatVly AlmChk DPV1v NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyViv GatVly AlmChk DPV1v NPTee 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 3.260 10.00 20.00 7.00 22.00 14.00 1.00 18.00 18.00 20.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyViv GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) 5 o a > > as u u • ' • ° G O 3-I o >1 M M a M G M u) GL '0 Lr -4 ( —I a, E N G N p, O N m O ° •. o Q � CO 0Cf) U 04 Cl. sa W - (31 7 0C) cn cn ro • Cs ul > co N ‘ p < M CZ M r< W r1 N Zfl ri u) • c m a H ° o a • Z a O4 +-) m cn a 4 ° — o oo — O t` O O O O O O O O O O O O r-I c.7 f< now axwEncnnxw - - a - rI.- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE; 6/26/2009 F: \HASSDATA \ENGLISH \080565001.SDF JOB TITLE: Tire Kingdom- Zephyrhills, FL Remote Area 1 (Tire Storage Area) WATER SUPPLY CURVE 48+ * \ \ \\ \ \ \\ \ \ \\ 44+ \ \ \ \\ \ \ \\ 1 \ \ \\ \ \ \ \\ 40+ \ \ \\ 0 \ \\ * < -38.0 psi @ 1520 gpm X Flow Test Point 36+ P 32+ R 1 E I S 1 S 28+ U I R 1 E I 24+ ( I P I S I I 20+ 16+ 12+ 8+ LEGEND VI X = Required Water Supply " 36.80 psi @ 1430.1 gpm 4+ I 0 = Available Water Supply " 38.96 psi @ 1430.1 gpm I" 0 + +- +--- + - - - -+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) S89 199.04' HORN/STROBE @ 101.011 ABOVE GRADE (BY FIRE ALARM CONTRACTOR) Z 0 0 0 00 .J. 0 0 w 4 • 4" U.G. FIRE SERWICE MAIN TO FREE - STANDING FIRE DEPARTMENT CONNECTION (BY SITE UTILITIES CONTRACTOR) N 196.10' NO SCALE ALL UNDERGROUND BY OTHERS. TAMPA BAY FIRE PROTECTION TO START AT 1' -0" ABOVE RNIS FLOOR INSIDE BUILDING. UNDERGROUND FOR HYDRAULIC REFERENCE ONL g 4. K, FIRE HYDRANT WI CURB a \ Mal j V BOX KEY VALVE (BY SITE 1 / UTILITIES CONTRACTOR) 1 9. CONNECTION (BY SITE su SM17 - rEDPLA (S)HAVESEENREVIEW ll 13Y'LEPHY PIA MARSHAL'S OFMC Date: �G s�. UTILITIES CONTRACTOR) Reviewer: ' --- - 5 11 STORZ FREE - STANDING � FIRE DEPARTMENT 11 ftse be Ais th review of Plants 'S e review to assis' trig contractor in tat pI''cable fire safety codes. This re OW iS Ad i to be a final approval of the submitted plans. It es cwtta, toes soil responsibi &ty to ensure that the PIW a I t ttPieta Compliance with a ll applirabte NFPA code3 '� kx ordinances. In the e'jent that Wher examination 0( 4 site inspoction reveals areas of rxrn �.nrt�p4 ance, it shat N 0 � the conttartars so'e responsibitity, at their sale ex. ns t� $rittg tlx,.se areas in complianc s fai lure uhe t C ssurries come � r nr. r risibility for the contracto with al applicable NFPA Codes and local ordii �� � UTILITIES CONTRACTOR) ,-- -EXIST fINC I.J.C. I PUBLIC l A MAIN 8 �y y a 1�8" DOUBLE DETECTOR CHECK BACKFLOW � PREVENTER (BY SITE 7 DESIGN AND CALCULATIONS PER NFPA 13 2002 ED. TABLE 12.4,2(4) RUBBER TIRE STORAGE, ON —SIDE OR ON— TREAD, IN PALLETIZED PORTABLE RACKS, OPEN PORTABLE RACKS, OR FIXED RACKS WITHOUT SOLID SHELVES. PILE HEIGHT UP TO 25 FEET 1 '1 AREA 3 -TIRE STORAGE ESFR ,I AR 1 -TIR S ESFR �l MAX BLDG HEIGHT 30 FT. K FACTOR HYDRAULICALLY MOST REMOTE f I HYDRAULICALLY MOST REMOTE 25.2, MINIMUM OPERATING PRESSURE YD 13 SPRINKLERS (960 S0 FT. MIN_) 15 PSI MIN. J \ ESFR SPRINKLER BELOW L12 SPRINKLERS (960 SQ. FT. MIN_) 15 PSI MIN. 1 15 PSI, DURATION 1 HR. HOSE ` — — — — — — — — \ ROLL- BACKDOOR DEMAND 250 \ II DESIGN AND CALCULATIONS PER NFPA 13 2002 ED. TABLE 12.4.2(4) RUBBER TIRE STORAGE, ON —SIDE OR ON— TREAD, IN PALLETIZED PORTABLE RACKS, OPEN PORTABLE RACKS, OR FIXED RACKS WITHOUT SOLID SHELVES PILE HEIGHT UP TO 25 FEET MAX BLDG HEIGHT 30 FT. K FACTOR 25.2, MINIMUM OPERATING PRESSURE 15 PSI, DURATION 1 HR. HOSE DEMAND 250 � J .W...:,...r i �. -.... ........... �..i ,�. �.�} �. "`-"' = v�`...�..�� �• -- ,..... -„� �'� '"'pro' -Y- ,._....:. �, .�..�..- .�.' .�.�.. � J I F �- 2" DROP a j " . 12C— - " r 3 3 3 _ " " " 3 I " I " _3 I 3 3 qi 3 3 3 3 3 3 3 Q 0-0 68 12 -01 6A 42 6 -112 � 12-0 5 9 -112 , 4 �-0 0- 2 -0 2 8-0 3 -s2 -02 / 0,6 3 11 0 ICI V' I i i i oT 00 �r I G' 3" 3" q 3" 3" 3 " 3" r m " 1 3" 3 3I" I 3" 3" o , 3 R 04 12 -0' 2 6 -112 1 12-0 1 - 9 -112 10 -0 � 0 -fib 12 0 8 8-0 3 -�2 7 8 -0 6 -1 I 3 -5 I 12B 12A1�� 2 I- - - TAT q , 27 3" I 7 -112 . L 'o `El " 12,. / 3 -0 1 -11 3" 3%' 3 10 7-12 3 -12x Ir �B• CO rTi 12' it rim D O 5 -92 I � N 1 112" 1 119 1 1q" -1013 1121 4 -52 4 -52 4 -52" j O 11" 0z 12• 12" 3-2 3 -2 5-8a 12 � 1 2„ ! 2$ 1 4 -112 I 5 -12 1 2.. 1 2.. $ 112 1 7 - _ 10-6 2 -10 0 10 -10 6 -02 : _ _ 4 -5 1 q 18 -92 1 82 10 6 10 1 9 22 . ; 10-0 13 -2 .I r� LaJ I 0 I _ 8" U.G. FIRE SERVICE LEAD -IN HORNISTROBE @ 10' -0' (SEE PARTIAL SITE PLAN ON ABOVE GRADE (BY FIRE FP -1 FOR CONTINUATION) ALARM CONTRACTOR) • �1 1. CORROSION MONITORING STATION SHALL BE CONNECTED TO RISER AND INSTALLED PARALLEL TO FLOOR. �'�• 12,. 12" 1" 12" 12" 12„ q 12" 0-0 12 0' 2 °° 38 7 -02 12-0 1 -11 10021 10 I Q� 12-0 15 7 -112 4� 14 12-0 L 13` I 12• 12" I l i 12, 1 2" 1,- 12 q! 12' 1 , �2, 12" 12,. q 2" rN 0 6 12 -0 1 2 9 7 -02 12-0 1 -11 10 OZI 10112 Q I 12-0 20 �7 -112 4� 19 12-0 1 18 RISER CORROSION MONITORING STATION IS FULLY ASSEMBLED, FOR INSTALLATION BY FIRE SPRINKLER I I CONTRACTOR HANGER SHALL BE ATTACHED TO TRAPEZE MEMBER WITHIN THIS V -0" SPACE DIRECTLY BETWEEN TWO JOISTS ROOF DECK! FLOOR -1 112" ROD ­*—JOIST EQ V -0" EQ PIPES LARGER THAN 4 11 0 i I I I I I AIR INLET IS (NORMALLY SIGHT GLASS (INSTAL FOR BEST VISIBILITY) DRAIN VALV DRROSION MONITORING (NORMALLY ZOBE WITH ECS _TECTOR- CORROSION MONITORING PROBE HANGER DETAIL PIPE SMALLER THEN 4" BAR JOIST BEAM CLAMP 3/8 ALL THREAD ROD ADJUSTABLE RING ® HANGER CALCULATION AREA ORD GR. 2 SrSTEM #I Area 11 DENS" 20 GPM /SO, F- 120 SO. FT . /HEAD ATION: 1500 SC. FT � CLAO" WANCE: 250 HYDRAULIC 639.3 GPM AT 30.8 PSI a TEST DESIGN UATA: WATER SUPPLY INFORM:ADDN: STATIC PRESSURE 47 PSI GPM RESIDUAL PRESSURE 38 PSI WITH 1520 GPM FLGWING O DENOTES HYDRAULIC CALCULATICN REFERENCE POINT HYDRADLIC NOTES. WET SYSTEM FLOW TEST IS AT TEST HYDRANT. 1 - 1 • AREA 2 - MECHANICS SAYS ROLLWBACK DOOR (TYP.) LOW' I HYDRAULICALLY MOST REMOTE 1 1,500 SO. FT. 0.2011,500 ,(,,III- F _ � t`. 1/8 N ".ROSION MONITORING STATION, JLLY ASSEMBLED FOR 'ALLATION BY FIRE SPRINKLER (TRACTOR RISER " NPT OUTLET PROVIDED Y FIRE SPRINKLER ;ONTRACTOR I 0 12' 1" GLOBE VALVE OUT OF THE TOP OF THE BRANCH LINE FOR MANUAL AIR RELEASE WI 314" HOSE END ADAPTER (PIPE DRAIN TO EXTERIOR) 12" 11 -2 �0 12" 11 -2 12 ,. 1 11 -2 DI Ili 2 r I $ I �E-I I 12" I f 12•• `,O1 li �I I"x6 RED CE iouP 12' 12" 12'• 5 -92 11 -2 -0 I I Vl I i HANGER NOTES 1. PIPES LARGER THAN 4 IN. RUNNING PARALLEL TO BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. 3. HANGERS WITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTACHED TO THE JOIST AT A PANEL POINT. 4. COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. (IN Z-0' x f-V 'SECOND LOOK' TYPICAL SPRINKLER LOCATIONS CEUNG TAE) 1-o 4 4 I. SPRINKLER (TYP.) 3' RADIUS TOLERANCE (TYP.) NOTE: SPRINKLERS SHALL BE POSITIONED AS SHOWN WITH A 3' TOLERANCE. HOWEVER, SHOULD ANY PART OF THE TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN THE ROW SHALL BE OFFSET BY THE SAME DISTANCE IN THE SAME DIRECTION. SYMBOL KEY • CHROME RECESSED ORD 1 5.6K I QR j:X ESFR -25 PENDENT ORD 125.2K 1 ESFR O BRASS UPRIGHT ORD 18.OK 1 SR O BRASS PENDENT ORD 15.6K I QR A BRASS HORIZONTAL SIDEWALL ORD 15.6K I SR RECOMMENDED CENTER LINE ELEVATION OF PIPE A.F.F. AND /OR CENTER LINE ELEVATION OF PIPE FROM TOP OF JOIST — — RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT CAPPED PIPE O HYDRAULIC REFERENCE POINT — �— CENTER LINE OF SPRINKLER: ALIGN WITH LIGHTS AND /OR OTHER SPRINKLERS: COORDINATE WITH OTHER TRADES. r HORN /STROBE @ 10' -0 "ABOVE GRADE (BY FIRE ALARM CONTRACTOR) 2" A.G,F. "TEST & DRAIN" COMB. INSP. TEST/MAIN DRAIN VALVE W/ RELIEF 8" SUPERVISED IND :CATING BUTTERFLY VALVE —� 8" TO FIRE SPRINKLER SYSTEM "01 00 ENGINEERED CORROSION SOLUTIONS (ECS) INSPECTOR CORROSION MONITORING STATION W1 DETECTOR CORROSION MONITORING PROBE 2112" HOSE CONNECTIONS FOR BACKFLOW PREVENTION TESTING 4" CHECK VALVE 2" MAIN DRAIN TO EXTERIOR FINISHED FLOOR 8" U.G. FIRE SERVICE LEAD -IN 00 1 c _T � PRESSURE GAUGE FLOW SWITCH ,. U.G. FIRE SERVICE MAIN TO TO FREE - STANDING FIRE DEPARTMENT CONNECTION GENERAL NOTES 1 , The Sprinkler System is designed in accordance with the requirements of NFPA -13, and local authority having jurisdiction. 2. Design Density for tire storage per NFPA #13 2002 ed. Table 12.4.2(d) Design Density for service bays: Ordinary Group 2 .20/1500 sq.ft. W/ 250 Hose 3. All material shall be UL or FM Listed 4. Threaded Pipe to be Sch. 40. Grooved pipe to be Schedule 10 with welded outlets and grooved fittings. 5. All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire Inspector. Call 24 hours in advance to schedule test. 6. Hangers to be per Details on drawings. Hangers to be spaced in accordance with NFPA -13 requirements. 7. Cap to be provided at the end of each main for flushing purposes. 9. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan 11. All work to be coordinated with the other trades prior to fabrication & signed off. 12. See submittal data for manufacturers details on items of equipment being used, 13. All control valves will have tamper switches installed. 14. Flow switches shall be connected to fire alarm system as an automatic indicating device with ( WIRING BY OTHERS ) 15. Welded pipe to be in accordance with the latest edition of NFPA -13 & the requirements of AWS D 10.9, level AR -3. 16. The owner is responsible for maintaining the proper operating condition of his system(s) and devices. 17. All electrical control and /or alarm system wiring to be provided & installed by others, 1 � 12,. 1 2" 12" 12" 12" 12' 1 fill 1 1 12" 12'• 1 , 24 1 2,. 1 12„ 1 12" 12" 1 . q, 1 R ! ! /R 3-0 2 j \\\ a "`_= a• , ► 8" A a" ► s" " " s" 8" U.G. FIRE SERVICE LEAD -IN HORNISTROBE @ 10' -0' (SEE PARTIAL SITE PLAN ON ABOVE GRADE (BY FIRE FP -1 FOR CONTINUATION) ALARM CONTRACTOR) • �1 1. CORROSION MONITORING STATION SHALL BE CONNECTED TO RISER AND INSTALLED PARALLEL TO FLOOR. �'�• 12,. 12" 1" 12" 12" 12„ q 12" 0-0 12 0' 2 °° 38 7 -02 12-0 1 -11 10021 10 I Q� 12-0 15 7 -112 4� 14 12-0 L 13` I 12• 12" I l i 12, 1 2" 1,- 12 q! 12' 1 , �2, 12" 12,. q 2" rN 0 6 12 -0 1 2 9 7 -02 12-0 1 -11 10 OZI 10112 Q I 12-0 20 �7 -112 4� 19 12-0 1 18 RISER CORROSION MONITORING STATION IS FULLY ASSEMBLED, FOR INSTALLATION BY FIRE SPRINKLER I I CONTRACTOR HANGER SHALL BE ATTACHED TO TRAPEZE MEMBER WITHIN THIS V -0" SPACE DIRECTLY BETWEEN TWO JOISTS ROOF DECK! FLOOR -1 112" ROD ­*—JOIST EQ V -0" EQ PIPES LARGER THAN 4 11 0 i I I I I I AIR INLET IS (NORMALLY SIGHT GLASS (INSTAL FOR BEST VISIBILITY) DRAIN VALV DRROSION MONITORING (NORMALLY ZOBE WITH ECS _TECTOR- CORROSION MONITORING PROBE HANGER DETAIL PIPE SMALLER THEN 4" BAR JOIST BEAM CLAMP 3/8 ALL THREAD ROD ADJUSTABLE RING ® HANGER CALCULATION AREA ORD GR. 2 SrSTEM #I Area 11 DENS" 20 GPM /SO, F- 120 SO. FT . /HEAD ATION: 1500 SC. FT � CLAO" WANCE: 250 HYDRAULIC 639.3 GPM AT 30.8 PSI a TEST DESIGN UATA: WATER SUPPLY INFORM:ADDN: STATIC PRESSURE 47 PSI GPM RESIDUAL PRESSURE 38 PSI WITH 1520 GPM FLGWING O DENOTES HYDRAULIC CALCULATICN REFERENCE POINT HYDRADLIC NOTES. WET SYSTEM FLOW TEST IS AT TEST HYDRANT. 1 - 1 • AREA 2 - MECHANICS SAYS ROLLWBACK DOOR (TYP.) LOW' I HYDRAULICALLY MOST REMOTE 1 1,500 SO. FT. 0.2011,500 ,(,,III- F _ � t`. 1/8 N ".ROSION MONITORING STATION, JLLY ASSEMBLED FOR 'ALLATION BY FIRE SPRINKLER (TRACTOR RISER " NPT OUTLET PROVIDED Y FIRE SPRINKLER ;ONTRACTOR I 0 12' 1" GLOBE VALVE OUT OF THE TOP OF THE BRANCH LINE FOR MANUAL AIR RELEASE WI 314" HOSE END ADAPTER (PIPE DRAIN TO EXTERIOR) 12" 11 -2 �0 12" 11 -2 12 ,. 1 11 -2 DI Ili 2 r I $ I �E-I I 12" I f 12•• `,O1 li �I I"x6 RED CE iouP 12' 12" 12'• 5 -92 11 -2 -0 I I Vl I i HANGER NOTES 1. PIPES LARGER THAN 4 IN. RUNNING PARALLEL TO BAR JOIST SHALL BE HUNG FROM TRAPEZE HANGERS SUPPORTED NEARLY EQUALLY BY TWO JOISTS. 2. ONLY ONE PIPE SHALL BE SUPPORTED FROM A SINGLE TRAPEZE HANGER UNLESS OTHERWISE APPROVED IN WRITING BY THE STRUCTURAL ENGINEER OF RECORD. 3. HANGERS WITH MORE THAN 150 POUNDS OF LOAD SHOULD BE ATTACHED TO THE JOIST AT A PANEL POINT. 4. COORDINATE ALL HANGER TYPES AND LOCATIONS WITH THE STRUCTURAL ENGINEER OF RECORD. (IN Z-0' x f-V 'SECOND LOOK' TYPICAL SPRINKLER LOCATIONS CEUNG TAE) 1-o 4 4 I. SPRINKLER (TYP.) 3' RADIUS TOLERANCE (TYP.) NOTE: SPRINKLERS SHALL BE POSITIONED AS SHOWN WITH A 3' TOLERANCE. HOWEVER, SHOULD ANY PART OF THE TOLERANCE BE USED, THEN ALL THE SPRINKLERS IN THE ROW SHALL BE OFFSET BY THE SAME DISTANCE IN THE SAME DIRECTION. SYMBOL KEY • CHROME RECESSED ORD 1 5.6K I QR j:X ESFR -25 PENDENT ORD 125.2K 1 ESFR O BRASS UPRIGHT ORD 18.OK 1 SR O BRASS PENDENT ORD 15.6K I QR A BRASS HORIZONTAL SIDEWALL ORD 15.6K I SR RECOMMENDED CENTER LINE ELEVATION OF PIPE A.F.F. AND /OR CENTER LINE ELEVATION OF PIPE FROM TOP OF JOIST — — RISE FROM LEFT TO RIGHT AND DROP FROM RIGHT TO LEFT CAPPED PIPE O HYDRAULIC REFERENCE POINT — �— CENTER LINE OF SPRINKLER: ALIGN WITH LIGHTS AND /OR OTHER SPRINKLERS: COORDINATE WITH OTHER TRADES. r HORN /STROBE @ 10' -0 "ABOVE GRADE (BY FIRE ALARM CONTRACTOR) 2" A.G,F. "TEST & DRAIN" COMB. INSP. TEST/MAIN DRAIN VALVE W/ RELIEF 8" SUPERVISED IND :CATING BUTTERFLY VALVE —� 8" TO FIRE SPRINKLER SYSTEM "01 00 ENGINEERED CORROSION SOLUTIONS (ECS) INSPECTOR CORROSION MONITORING STATION W1 DETECTOR CORROSION MONITORING PROBE 2112" HOSE CONNECTIONS FOR BACKFLOW PREVENTION TESTING 4" CHECK VALVE 2" MAIN DRAIN TO EXTERIOR FINISHED FLOOR 8" U.G. FIRE SERVICE LEAD -IN 00 1 c _T � PRESSURE GAUGE FLOW SWITCH ,. U.G. FIRE SERVICE MAIN TO TO FREE - STANDING FIRE DEPARTMENT CONNECTION GENERAL NOTES 1 , The Sprinkler System is designed in accordance with the requirements of NFPA -13, and local authority having jurisdiction. 2. Design Density for tire storage per NFPA #13 2002 ed. Table 12.4.2(d) Design Density for service bays: Ordinary Group 2 .20/1500 sq.ft. W/ 250 Hose 3. All material shall be UL or FM Listed 4. Threaded Pipe to be Sch. 40. Grooved pipe to be Schedule 10 with welded outlets and grooved fittings. 5. All work to be tested at 200 PSI for 2 Hours. Test to be witnessed by Fire Inspector. Call 24 hours in advance to schedule test. 6. Hangers to be per Details on drawings. Hangers to be spaced in accordance with NFPA -13 requirements. 7. Cap to be provided at the end of each main for flushing purposes. 9. Sprinkler Heads to be as shown on legend below. 10. Sprinkler piping to be run as shown on plan 11. All work to be coordinated with the other trades prior to fabrication & signed off. 12. See submittal data for manufacturers details on items of equipment being used, 13. All control valves will have tamper switches installed. 14. Flow switches shall be connected to fire alarm system as an automatic indicating device with ( WIRING BY OTHERS ) 15. Welded pipe to be in accordance with the latest edition of NFPA -13 & the requirements of AWS D 10.9, level AR -3. 16. The owner is responsible for maintaining the proper operating condition of his system(s) and devices. 17. All electrical control and /or alarm system wiring to be provided & installed by others,