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HomeMy WebLinkAbout303 Sutton Sprinkler Installation - Installation Report - r I Fire Protection, Inc. Fire Sprinkler Installation, Sale andService 303-305 Sutton Street North Andover, NIA Fire Pr otectian Sprinkler Ill tallatirrrr Table ofCoMents 1 .), Mm rirulD�ata Sheets... . ..,.... .. .............. ) 1FTYOIrmilicCAcullatons, ......., Sedicmi I A Industrial Way, LUnat 1, Salem, NH 0,30,7 , - 1- 0 - 0- '31 - 1- 010- 7- 1 � Fax 1-603-898-99,99 AML Fire & Building ,Proofucts EENTRAL Custorner 9ervIWSales: Tech nifcaE Servifes Tal (800}081.93121 Fax,(800) 701-5500 Tai-(215)362-0700l(800)523-6512 Fax:(21:5)3G2-5385 Series LF#I Residential Horizontal S de r ll Sprinklers air K-f Vtor WA RIViN S General Tho Series t-Fu fTYI 4J Rosfdenlia1 Horizontal Sidawalf Sprtnkiers do- Description scribed Herein awsl be irislaffed and fnainfairretf in compliance with this Thp SeTiesLF€E (TY4$34) Recidgmial dreumentaswe[!as will?The appffca- fierizont al Sidewall Sprinklers are bfe standards of the National Fim Pro- df3r.OrellVflr feel f6ASpOn". ffan{iNo lecfloo AsGociAtiao, in addithui to the ""2 bulb sprinklers designed for use in standards:nf any other aa fhari€ieshav ` resiaentia€ occupancies such as fnp jurisdiction- Fmlerre to do Sir may homes, apartments, dorrnitoriec and bnpa x the irk€egfity of these devices. hateis-When aeslhetfos and aptim ized The n ern r lS rra„ rrlrSibf�3 fox�r�ainfairr f€ow charactaristirs arty 1ho major Con- sideratiogi, the Series i_FII (TY1334) ingtheor fire prol8vlion system and do, = � should bu the firsi choice. vices in proper aparaling condolon. Tho installing contractor or sprinkler Tha Seriea LFEE are 10 be tiled in wol rnaoufacfurer should be Con€arlad pipe residential sprinMer systems for relative to any queslinos, one-and Iwo-family dwe ilea and mo- bile hornes per NFPA 13D; wet pipe residen ial sprinkler syskeins for resi- c€erifia€ occupancies up to and includ rinkler Model x ir7g 14ur s!orias in he€gbt par WPA OP I3R;or, wet pipe spriWersysterns 102, Identification the rasidamial partianS of any orcu- pajicy per NF:PA 13- " The Series LFII (TY1394) hac a 4.2 (60.5) K-fao€or fiat provides the re- SINTY1334 ��ry qu�rad rasidontiaf#low raW at reduced pressures, enabEing smaller pipe sizes E-, and watarsupply rogirirrrrrants- Technical-rite rel sled version GI the Series LFfE (TY1334) is intended for usiq fir Baia x" « areas wi€h finished Naffs.IE employs a i� i two•pinco Sty€a 20 Racessatl Esnutch- Approvals: eon. The Recessed Escutcheon pro- ut_and G-VL E_isted- vides 1i4 inch (6,4 mm) of recessed adiustment of Up to 112 in&{12,7 ri-m) Maximurn Working Prassure, Bu€b 3 crawl di a.Grass Of total adjustrrtent from Ef19 flushi7 Compres5ion Screw . - Bronze mounting surface positism.The adjust f3effeckor - . . . . . . . . CGppnr t}ischarge Goeffici�nt, rnont provitiod by Iht Rocass+�d E - sip �60r5 LFMlbarf12} E7U riot Registered TraderfEark CLIEchlean reduces the accuracy t p 9 which the pipe nipples Eo the sprinkl efs Temperatu r Must be Wt. 15:50FAWC, ar 175°Fl79'C Operation The Series LRIi (TY1334) haS been I designed with Iteat son aitrvity and 1Nhite of ester Coat The Glass Bulb contains a f€uid Mal water cfi!3Wbu ftn characterislics coma E Isle r nr as cal f3raSg eXp@nC;S wEten eXrsnsed €o heal.4Vflen provers to heEp in the control of fo�idan- the rated temperature f� feachod, the tial fires and to impfove the chance#or Physical Characterfstfcs: fluid expands suffideally to shatter the ❑ccupEinIS to n4cgpg ar be evacvaEed- France . . . . . . . . . . . . . Brass glass f3u€#} ailawing the sprit trier to Buttar7 - - - - - - - - - - - - - 13:nnze adivata and flow Water, Soong Assembly . . . . . . - - - - . - Beryfhum Nir.kp3 w5eflocif Page 1 of a JANUARY, 2O03 TFP410 Page 2 of 8 TFP4f D Cornponl rats: 1 1 Frame WRENCH 2- Imm Assembly $-LAT9 3- 5�at�ny Assombky � _ - 4 - Bulb T 5- 6- Doilociw` TOP-OF- G* 4 1116'(II,1 EflM) I •718'i3kA. DEFLECTOR �{ NomiNAt. "— 'Tamne.{eture rating I MAK&IN {73.0 artYi3} is indicated Im tnp T' as Ue11ec1u. CENTERUNE STr'EE 20 (11.1 awn) V2'NK RECESSED ESiCUTCHEON -- END-OF- (4t.�mm) E$GUTGHEON DEFLECTOR 2-114- PLATE SEATING BOSS {57,2 mm} $€1RFACE RECESSED HGURE 7 SERIES Uff(TY7334)RE5IDENTIAL HOR1Z01VTAL SfDEWALL AAID RECESSED HORIZONTAL SIDEWALL SPRINKLERS � {11,1t3,7r�m) 3 h3T1NC BADE Of WRENCH REC i;, SURFACE SPfI INK{ FR (END•A•E35f❑ - FQJa'EY9334) II --- FF R(b CLOSURE 1 TOP01-- FIOURES DEFLECTOR � � -- ---- � y(f-TYPE 5 SPRINKL 1+tER REIUUH � TY1334 �-� , 2-7M'DIA. (73,0 mm) WRENCH REC;EGS - 21V4 DIA- # I (57.2 mrrt) ' M01JNTING PLATE i P DEFLECTOR I - �-• .....---�- Pk113H VJfi1=NGH BOSS ; (3.2 mm} IN TO ENSURE 3I6' (34,ff rnm} I 412' (12,7 17sm) ENGAGEMENT YVITH SPRINKLER Y16`{ t3.6 tnm} 114'(G,,4 mm) WRENUI ikhlU A#1EA FIGURE 4 FIGURE2 W-TYPE T RECESSED STYLE 20 RECESSED ESCUTCHEON SPRINKLER WRENCH FOR USE WITH ME SEf7lI:S LFU{TYi334) RF81DPNT1AL HORIZONTAL S1DEIVALL SPRINKLER TFP410 Page 3 of 8 width of the coverage area(Ref-Table Mounting Plate over the sprinkler Design A)being hydrate€ioarly calcula3 ad(e.y-, threads and with pipe 1himad sea€ant maximum 12 feet for a 12 ft. x 12 t1- appried to the pipe threads, hand Criteria COVe:age area, Of 16 f190 tQF a 16 tt.x tighten the Bprinkfer into the gpriMor 20 Et-coverage area}. fitting- Tha S6FtCs LF11 (TYf334) Residential 1-ioriionlal idawaal€ Sp€ir�kleFs are UL step C.7itting #lire only W- the and C-LPL Listed for inn allalann in ac• Installation sprirEkEer tifd using only thew Type cordarrce walk#Jxe follnwirg ceiRa3Fia. � Fia±ca�ssed Sprinkler wrench (fl€sf- he Series LFII �TY1334) must be in- Figure 4). Wilh reference to l'igurav 1, JVOTE stalled in accordan+:e with the follow- the bV-Type 7 Reces"d Sprinklor Whin cindifions exist that are aufside ing instetrr,[iona .. Wronrh iS to to applied to the=sprin€ter 1110 fit O 7f3 of ffr Prauided Cri&zri , refer NOTES wreelch Bats, fo the Reside€Nral Sprinklor De.qign On riot insfail any buib type sprmkfer if Step C_ AlteF the war€ has been in- a;ado TFF'495 for fhu the btefb is cracked or than is a foss of sta lred of the finish coat has beeal ap- reeonim43 rdations that may be ducepl- liquid from the bulb. WiM The sp(inkfor plied, slide on the Style 20 Closure abie to #re 1ocaaJ Avthbrity Having Jta- Mor horiznnlalfy, a ;rmafi air bubble over the Serials LF11 Sprinkler and risdiofaur3. shou)dba prafierrt. The 6amefer of f{re PErsh the 0105UM oVeF the Mounting Syaataam Type. Or;€y wet pipe SyBteFrls eor brlbMe rs approxamafoly 1/16 f€rrh Male until its flange comes in comact retry e URIEI7eEi, (I.8 r11(R), with the walr- e4ratllic Design. The rriireimurn r2 AIL90kliaht EI2FnrhNPTsprinklerjo;r?l H Y g should be obfained tiwifir a torque of 7 a�l�+ and el7rinklar flow rate iof systems to 14 ff-ibs. (9,5 tap 19,0 Nfn)r A !maxi de igned to NFPA 13D or NFPA 13R mum of 21 f-lbs. 128,5 Nm) nt torq[ia are giveel in Ta.bto A, B. C. and 0 as a is to be frsed to i€rsfaif sprinklers, Maintenance e function of temperatuFe rating and the Higher levels of torque may distart tho maximum allowable coverage areas. staria3kfer fnlof with car:se�}ererlf flak The series LFl[ (TY1334} must be Tho sprinkter Ilow rate 35 the enimrE oen pr irt� irrr7wilen of tho squanfrrf rriahntained aril serviced in accord- required discharge lrorn each of the jgaante with lha lollowFng instructions.- total numbef of "design sprfnklefs"as Do not attempt to compensate for in- Gponilied in NFPA 130 or NFPA 13R. suffici6rifadjuetfnentinae?Esorrfohoon NOTES Plate by under- or over-tighfening the Arse€we of an 1=sc.ulcheon Plate rrlay For systems designed to NFPA 13,the Spri€tkier. fieadjffsf the posilion of the dagay fire sprinkla?r operation in a firs number of design spffnkEers €s to be Cjprinkter fitting to serif. sff[ration- the foul rnost hydfaulically demanding sprinklers-T€te minimum required axis- The Series LF11 Hor€zontaf Sidewr?a31 849fare Nosing a lire protection sysfa±m charge Irom each of the Four sprinMa3rs Spripkiers mud[ bE3 installed to ac- rrrain CortltOl Vafve for Yrrr7ir: 600nCO is Eta be the greater of The following: cordance will, the EohloMnq ins#ruc- work on rho fire prnfectiDn system . Tho f€ow Fates even in Tables A. E3, [Eons. whiob if aofifrols, perrr[issiorl 10 shut 9 down the affected fire protection syb- G. and D for NFPA 1 as and 13R as Step 1. Horizontal sidewall sprinklers lam musl b2 o5lai€ad from f}re proper a function of temfr$FaT1Jee Fat€ng and are t4 be inslai fed in the horizontal aulhorMes atrrd alF Wsoa fwi who may 1he Maximum allowable onverago position wilh [heiF centaaFNnG o€ waiBr. be allected by this action must be no- area, way gerp eAdicuW to the back wall and lifred. . #rrtin ter srm disc#3arge of 4-1 gpri7lsq. pa(alle[to Rile ceiling.The wnFd"TO P° ft, ever tYs2 dl"design area"comprised on the Def ector is to Face towards the Sonkt@rs which aFe found to be teak- Of the the�OU most hy[4raui3calhy do- cgiling with the front edge of the De- ing of exhibiting visible signs of corro- Ot the c}�rin most hlam for the actual Elector paraltei to the rmfliir�€g. sign muss be repiaced- coverage areas being proteoted by Step 2. With pipe thread searant ap- Automatic sprinklers 91u8t never be rho four sprinklers. pi:Erd tG the pipe thraad�;,trend tightan painted, pla led, coated, or otherwise Dbslrrtctioti �O a1as1 DJst[JbUiEa7f3- the sprinkier into the sprinkler filling, araa�ra�d attOF Jeavir3g#hR faar.toFy-MG6- LooatEons Of spFinklars are to be ire Step 3• Tig Men the sprinkler into the fEeti sprinklers have b rr replaced, lo accord oe with the obstruC[ion rules aprinkter fitting using only tha WType sprinklers Rltat cis #]c6r7 exposed but Ei rrnkJer ',^lre:xcit Ref. F- 3rre 3 corrosive products of cambraslian, but Of NFPA 13 for residenliaE sprinklem. p { [9 ). have nor Operated,0003rf he replaced With reference to Figure 1r the -'Type if the cannot be ca�rFt €eteE cleaned Operational SenshtivFty, Tha oprin- 6 Sprin€tar Wranch is to be applied to � p y kiers are to be installed with an end-Of- the wrench l€ats- by wiping the sprinkler wit# a d0th of deflector-boss to wail dislanc'3 of 1, by brush ing'rtwith a3E soft brastle brush, 318 to 6 inches or in the recessed po- The series LF11 Recessed Horixonial Care musE be exercised to avoid darn- sition using oroty tho Sty€e 20 Re- Sidewatl SpFinkfers must be Installed age to the sprinklers - beforer during, cessed Esc4ftchnan as shown in in aocordanoe wath Else followirtg i+3- and SfteF installation. Sprinklers darn- Figure 2, struclions. aged by dropping, striking, wrench In addilinn the lop-of-def€acio.•tu,ceiE- Step A. Recessed horizorital sidewW; twistlsiippage, or the fake, must be re- ing distarice is to be wi#Elio :ire range apfinktor& We t❑ €)g instal€€$[3 la3 the placed-Also,replace any sprin kEer that (Rei.Table A.B.C.or D)being 4ydrav- horhzcntm positioat wERh their ceretW11(te Etas a cracked bulb or Rhal has lw lically cafculated- aJ waterway perpendicular la Rhe back liquid feorn its bulb. (Ref, Installation Sprinkler Spacing. The rfonimurn Walt and pa3ratlel is Rhe ceiE€ng- The Sec€ion)- spacfrrg between sprinklers is 8 feet ward "TOP'on the Dellector is to face T to owner is responsible for the' in- (2,4 m). The maximurn spacing be towards the cE3€€ing- p spacttan, tusling, aand mainlenance of twoon sprinkl�3rs cannot exceed the Step B. Alter installing tha± Style 20 their fire protection system and de- (wore hued on Rage 6) Page 4 of 8 TFP41 O =t-rt ., x 3 s x 3 i ELEVATION Maximum ilvlaxfmijrn iwovem!ge spacing Miigmurll Flaw cc1 and Staidual pressure Area � (e] - Width x Length 6) tbi (rry� Top-0t-f]efiector-To-Ceiling, Top-0f-Dalle�tor-To-Chi€ing: s Ft.x 410 6 Inches(100 to 150 rant) 6 to 12 Inche-c I100 to 150 mfR) (Fri x m) 14�aT 1V11 � �1'�9�I+��i ���9�f�4{i y✓'�4fY l,�¢4.r T2 x 12 12 12 GPM(4h,4 LPM) 12 GPM(4$,4 LPMJ 13 GPM(49,2 L.13M) 13 G PM{41Q,2 LPM) (8"1 x 3,l} {3,7) �1.2 psi(0,57 fray) 8.2 psl(0,57 bar) 3-B PSI(0,663 hor) 9.6 psi(0,66 tzar) 14 x 14 14 14 GPM(53,2 LPM) 16 GPM(50,6 LPM) 17 G PM(64.3 LF-M) 18 GPM(68.1 LPMh (+4,3 x4,3) (4,3) 1 0 4 14.5 psi(1,00 bar) 16.4 psi(1,13barj 1$.4 psi(1,27bar) 1S k 16 16 16 5f3M(66,6 LPMJ 1$tiPM P,13 LPM) 1l1 GPM(1513,1 LFM) is GPM(68,1 LP" (4,9 x 4,9} (419) 14-5 psl(1.OQbao 14-5psi(1,00 bar) 18.4 psi(1,2?bar} 18,4psi(1,274aO 16 x 18 16 19 V 71.9 L M) 19 GPM(t4,9 LPM) 21 GPM(fB,ti LPM) 21 GPM Qi).!LI-P ) (4,9 x ti,5) (4,9� 20-5 psi{1.41 bao 20-5 psi(1,41 tar) 25.6 pal(1,72 bar) .t}psl(1,72 bar) 16 x 20 16 23 GPM(i$7,1 LFM} 23 GPM(87.1 LPM) 26 GPM(5 0.4 LPN/ 26 GIDM(58,4 LPM) (4,9 x 43,1) (4,9} L 30.4 Psi(2,07 bar! 30-6 Psi{2,07 bar) 38.3 psi(2,$4 bar} a�].3 psi(2.64 bar) (a) For mversge area tfinaAsioar less man or botwcon those r is necessary to use!hc minimum Ferfuiied dour fot,he next Isigtlesi comorage area fCH wh-sett hydrarifir design criteria are stated. (b) Widfh(traCkwali where sprInMr is locafed}x Length(tuft nini thrOW of sprinkler�- (r} Requimmimy fµ based ort mirtimLtm f]OW in GPM(LPM irnm each sprinkler."rho arr,66ata6 rasfdu33 pres4ures are calculah6d urirtg tha m3minal K-feeler.Refer to Hydraulic Design Urit9fi,� Section fir datalks- (d)Mdawmll sprinkfere,where Irrstatkod under a coiling w[tal a sfop-c gTmater iltan 0 inrA FLm-far o 12 frjch run in a stope isp;r 2 irmh rise for 12 inch frjrL,must be,fncafed pENr oaila of tfle foliowNig: • Locate the sprinktars at the higb pn3nt of the sdnPe and positianed to Sischarga dawn the slope- - Lncaie the spFink:om along the slops and posi;lonD4�to discharge across the s�Dpe, T. RLE A NFPA I3D AND NFPA 13R HYDRA UUC DESK N CRITERIA FOR THE SERIES LFf1 frYJ334) RFS1AENTIAL► ORIZONTAL $IDE ALL AND RECFSSEO HORIZONTAL SiDEWALL SPRINKLERS FOR NC3RffONTAL CEIL INC(Maxrltaunr 2Irrch Rise for 12 Inch Ram) TFP410 Pago S of a 12" B" MAXIMUM # 'k -wf y; ELEVATION ION Minimum FEaw 05 an d Residual Pmsgum ([)Two sprinkier design wIIIl the 9pra nklers at the hinh pain[of the slope and positioned to disc narge dowry We slope. Maximum Max1mum t;overege Srraciriq AW Est Ft- 14idih x LBrlgili!b3 (m) Top-01-beffactor-To-Ce133ng- Top-01-Deltedor-To,CQiiirl�; Ft-x Ft. (rya x m) 4 to 6 Inches(70rG to 150 mrn} 610 12 Inches(16014 300 mfn) 155°F)r)VC 17�'FPWC, 155°14f98"C 175°1=f79°C 12 x 12 12 1 12 GPM(45.4 LPM) I 12 GPM(45,4 LPM) 1 13 Eouw(49,2 LPM F 13 GT3M(49,2 LPM) ;3,7 x 3,7) (11,7) 8.2 pr 'l M,57 har} 9.2 psl(0,57 bar) 9-6 psi(0.66 bar) 9r.6 psF(0,66 bar) 14 x 14 14 I 1d aPt4t(5j.C1 -FM) F 14 GPM(Sa,OLPM) T 17 CPIA(64.3 LPIu1J E 17 53=M 164.3 LPM) ;4,3 x 4,3) (4.3) 11.1 Ksi(0,77 bar) 11.1 psl(0r77 Gar) 16-4 psi(I.I3 bar) 16-4 psi(I.f3 bal 4$x 18 16 f tfi rPM(b0,6 LPM} 1 76 GPM(ffl,(iLPM) 1 18 GPM(68,11_PM) f 16 GPM(69,1 LFrM) K9 x 4,9) {4,9} 14-5 gsl(1,00 bai'j 14,5 K41{1 X bar} 18-+4 phi(1,27 bar) 18-4 phi(1,27 bar) - wib x 18 16 1 1ff GPM(71,9 i_PM) I 19 CJ-M(71,sLPM) 1 21 C FM(79,5 LPM F 21 GPM M,5 LPMa (4,9 x S,bj {4,9} 20.5 i39i(Ir4l baf) 20.E psi(f.41 bar) 25.0 Wj1.72 tmr) 25-I)f4i(1,72 lix9r) 1&x 20 16 I 24 GPM(90,8 LPM) F 24 GPM(90,8 LPM) 3 26♦:,PM O98,4 FPM) I 213 5PM(98,4 LPM) ;4,9 x 13,1} 32._�V-:j�2,25 bai) ` 32-7 psi(2.25 bar} 36-3 psi(2,64 Gar) 39-3 psl(2,6c�13ar) {rk) For coverage waa dlmonsians Icss than ar hetweer7 tT,asa indiwt6t. It is necassary to use tho mini mum raQuired flow for ifie next h-giiost uoyerage area far Whroh IlyoraUllG d-Mi9a Cfilffiaa Wa State[E. (b) Wrdth (baclSwRlt where 5primaai,is locat&I)x Leng1h{harfzmtal throw rGf sprinMPrj- (c} RoaLriramsrlt Is basted Ora mifiirnurn flow in f~xPM{LPM)from can sprinlcler.Tha asmdatod rosicrual pressuma afo calculated using t>7a r30rhinat 1{iactar,Refer to FCyiireulia.Desk Fm Cr9terla Scctlon for detalls., TAULE S AfFFA 13D AND NrrPA 13R HYDRAULIC DESi6N VRiTERIA FOR THr SERIES LFI1(TY1334) Rr,Sjl!)Ef TfAi HORIZONTAL SIDE WALL AND RECESSEFID HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS AT THE HIGH PDINT OF THE SLOPS AND D1SCHARCING 00 WN THE SLOPE (Oreafar Than 2 Inch Rise for 12;nch Run Up To 8 fnah Rise for 12 Och Run) Page 6 of 8 TFP410 12" 4" MAXIMUM �1 i ELEVATION Minimum I;lowic}and Res€dtFa1 Pres-cure (11)Two sonkEer design with the sprinWers located a€ang the s€ape and paRRfioned to di schuga across the slope, 141a7tiMLEM Maximum (111)Throe spf nkl� er design when#wre are more than two kprinullars M a rorripartmant and Coueragc Spacl ng with the eprink%nY kocaWd along the s€ope_and posltlnned to d€saE,arge across the agape, Area(21 Ft. Width x Length Eat (rn) To"f-Deflector-To-Cel€€ng-. Top-Of-DMtoctor-To-Coiling: Ft.x KL 4 to$Inches.(1f10 to 160 ft%ni) b i4 12 lnches I100 le 300 mm) tm x M) 1 S°�613`C 171i°F179`C 156°Fj11.E9°G 1 BW79° 12 x 12 12 If 1C3,GPM(a0.6 LPM) II 16 GPM(&0.6 LPM) t1 18 rLwm(68,t LPM) lI 11}GPM MB,1 LPM) {3,7 x 3.7) (3,71 14.5 psi I1,W bar) 14.5 psi(1,00 bg 18_4 ps€(1,2'I Gar) 18.4 psi(1,2?bar) 14 x 14 14 R 1$GPM(60,6 LPM) 11 16 GPM(60,6 LPM) R 18 CyphA(680 I-FM II 1$GPM($a,1 LPM) (4,3 x 4,3) (4,3) 14,E p6€(I.W her) 14.5 psi(1,00 bar) 1 EE_4 psl(1,27 far) 18.4 psi(1,2f bard 18 x 16 16 R 16 GPM(60,6 LPM) 11 1$GPM(fi0,6 LP1M) 11 i o GPM 61M LPM) R 18 GPM(&a.I LPM) {4,g x 4,9) {+i,g) 14.5 psi(1,00 bar) 14.5 has€(1,0)baf) t B-+4 psi(1,27 I,ar) 18.4 psi(l r27 bar! - 18 x 16 16 fI 22 GPM(83.3 LPM) Ii 22 C�PM(83,a LPM) 31 22 GFM(83,3 LPM) 11 22 GPM(1j3,3 LPM (4,9 k 5,5) (4,3) 27.4 psi(1,89 bar) 27.4 psi(1.69 Gar) 2(_4 psi 1,88 bar) 2f.4 ps€(4.89 Gai'j 16 X 20 1$ 111 23 GPM(87,1 LPM) ITE 123 GF>M �PMI I1I 21}GFM(9$,d LPM) III 2{r GPM(98,41-PIM) (4,3) 30.0 psi(2,07 bar) 30_1)psi(2,07 Gar) 31K3 psi(2,64 bar) 39,3 psi(2,454 bw) {a) For oavoiago area dlmensians less than or between those ir,dk�ated,it Is aacassary to use the minlmum requlrod flow forlhe next 1 higha5R c(wmnQ )p areH for which 4ydraulic design cri aria are staled. (b) Wi[;th Oackwk,IF where sprinkler is iacalo d)x Length(horizontal ihtow of spr€rikle:). {r,) Requirement sS based on min€mum flaw in CifW(LP MI Fun m each sprenEdar_Thi;assoclated residual pressures are calculated using rho nominal K-factor.Reler to Hydraulic Design Criteria GocLion for details., TABLE C NFPA 13D AND N PA 13R HYDRAWC DESIGN CRITERIA FOR ME SERIES Lril{TY1334J RESFOENVAL HORIZONTAL SfOEWALL AND RECESSED NORZONTAL SIDEWALL SPRINKLERS FOR SPRINKL ERS LDCA TED ALONG A SLOPS AND DISCHARGING ACROSS THE SLOPE (Greafer Taw 2 Inch Rise fCrr 12 Inch Run Up To 4 hich Rise for 12 Inch Rion) I I I i i YPP410 Page 7 of 8 1211 k- ELEVATION MI nl:mum Flow tet And Flealdunl Pressure (tit)Throa sprinkler deal gn when t Mere are more than two 9 prinkters in a CornprarbTr Afit 90d wish the sprinktars focalibtl aimg tho sbope,and posMoned to discharge across the slope- MaMelmufn Max1imum coverag9 Spacing Area(e) Ft. widfh x LongLll (m) Ft.x FL Top-0Of-Geffector-To-♦YefEing• 4fo 6 Inches fig[)to 150 mmn Im x m} ASS°F�68°0 175°Ff7s°G 12 x 12 T 2 €T€ if;GPM(60.6 LPM) 111 16 5f3M(60.15 LPM) {3.7 x 3,() {3.7l 14.,ii psi(1,OD hAq 14-5 psi(1.00 tray) 14 x 14 14 a: 16 GPM(50.6 UM) 16 GPM(60,6 L PM) (4.3 x 4,3) (4r�) T4.5 Psi SIN bar) 14-5 psi(1,00 bar) — 1 S x 16 16 IR 16 GPM(60.6 LF`M) ttl 1 fi ro pm Wi),6 LPM) (4,B x 4,9) (4,9� 14.5 psi(1,00 oao t4-S psi(1,001 ar) 1&x18 -- — 16 WA NJA {4.9 x 55) (4-9) 16x20 16 WA WA (a) Far covt3fagc arca(iimonS1ipT14 Iess than or b*iween those indicaiid,it i5 necessary to wse tho minimum ragWred flow for Me noxt hiE�hem nnw�rage area for which hydrau IuC Ueyign critaria ara smtlad. (h) Width lbackwhit where sprinPJer is lacatau)x Length(horizontal throw of sprinklerp- (c) Rcqufmment�c;I)Paeri on.minimum flo'ry in GPM(LPM)from andr splOWar.Tiro as-",G atail fcsiaEuaI pressures axc calculated using the nnrninR1 K->artnr_Refer to Hydmuk Uims it Grlterla Sac'Ion for dclails.. TABLE D FOR ME SERIES L FH(TY1 34j RESIDENTIAL HORIZONTAL SIDE ALL.A ND RECESSED HOA1ZONrAL SIDE WALL ;SF'RINKIrFRS FOR SPFFI KLERS LCJf;A7'ED ALO?tifC+i A SLOPE AND DISCHARGING ACROSS THE SLI P€ (Greater Than 4 Inch Rise for 12 Inch Run Up To jY Inch Rise for 12 Inch Run) Fags 8 of a TFP41 0 vices irL well as with with this dable Limited Ordering ffsc�ntr as well �s WltEt the applicaExle lic3fk sso of the a4iart84 Fire { # n- Warranty Procedure tinft Association {e.q., NFf}A 25), iri addition to tits standards of any other au4l­nri€its having jurisdiction. The irr- Pfodmis manufactured by Tyco l=iro When ptacing an order,indicate t'ria tuff stalffng confractbr of sprinklar menu- Products are warranted solely to the produot name- CDn€act youi focal dis- facturershould beooniscted relative to orf9mal Buyer laf ton (10) years tributor for availabflity-- any questions. agaM8t defects in material acid work- SprinMer Assembly: manship when paid lax and properly NOTE Installed and maintained under normal Serifs LF11(TYI334), =4,2r RRs€d43n- The owner must assure the. 1tke sprin- use and service,This wzrranly will eX- tial Horizonia€ Sidawail Spdnkter with Mors art. root flsed fat'hanging of any pi re ten (10) years from date of ship- (specify} fornperature raliAg and Objects and that the syrrrtkfers are rrrafy mart by Tyco Fire Products. No war- (specify) 1fni5ht. P/N (spec;fy)- cJearaed by m0013.9 nt genVY JUS6719 rartty is g-sven for Products of with A h3:IthOr d9t;1er; CfheJ_WjSer non.. cDmponerits manufactured by comps- fss°F1£S�C or With irr the avant of a fire or road- nias not affiliated by ownership w€lh T ca Fire Products or for roducts and T55°ry le vr:r#errf oyel�trfx+7 rxTay rrxSa�!€. Y P whine Polyeaker..,.,,,,. Prtr Et-2a f-a-ass components which have been stjbject tss,RaBlc It is fecornmended that aufornalic to misuse,Improper insta€€stun,i`.arro- rFt luml Iva Re--...-..--- PfN 51-21 T•1-155 sprinkler systenis be Cnspectad, Si on, or which have nGt been iastallod, s751F179°ccr tossed, and maintetio d by a �i.]aMied rrtainUrpedr#xlodifffad a repaired in aG Chrama Elated .,,,..,,- AJt:51-27 f-f3-a7E 175 r Inspection Service. �� s o cordance with 2 licahlo Standards ° Ie whhile Polyeskmr--------- E*fex E 1-21 f-4-1 75 the National Fire Protection Assouia- 17VFf79'C lion,andfar tte standards of any other Nsrursi waea--.-.-.-..- FfN 91-21 T-1-175 Authorities Having Jurhsdictiun. Mate flak found by Tyco Fire Prod ucts €o be aecessedscufc �on_ defective shatl ba Pither repaired of Specify; Style PO Recast}d Escutch- rcplaced, at Tyco Fare Products' cola eon with{specify}finish.WN(sPect€y)- optfnn.Tyco Fire Products neither xs- $4Fr11e&r nor Zuthorizas any person to 112' {15 rRm) ias$urnf for i", any othef cb1i9a4an in Style 20 Conn6aFior�wf1#3 t#3e Sat[#o€pfoducis Or ffiz throne Plated ..,....,. PN 5£7py9-pSft paris of prod"Ir. Tyco Firf# Produc€s St I le 2 ] ohalE not be responsible for spfinklef wnitf,rdwr system design ftr(6FS or inaccurate or camea---------------- PW s6-7i)5 4-0 E 0 -incomple€e informalion supplied by VT IIle )o B€fyef of Buyerrs r€;I}f6SPn1atfvas- ©rightafan IN NO EVENT SHALL. TY O FIRE Ceases................ Pft'f59-305-2-s10 PRODUCTS E3F L1A3LE, iN CON- TRACTrTOI=iT, 1-HI:CT LIABILITY OR S prin ki lar Wren ch: L NDER ANY OTHER LEGAL THE- Specify: W-Type 6 Sprinklef Wrench, ORY. FOR IN00ENTAL, €€+ ARECT, P[N 56-00 5-387, .SPEGEAL OR CONSEQUENTIAL Specify: 4V-Type ? 5prjnkior Wrench, DAMAGES, INCLUD'ING BUT NOT PIN 56-860,4-071. LlMff!=D TO LABOR CHARGES, RE- OARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBUTY OF 8UCH DAMAGES. AND Its NO EVENT SHALL TYCO FIDE PRODU TSr 1_I- A13ILETY EXCEED AN AMOUNT EQUAL TO THE SALES?RICE. TJYE FQ)R-i30jNQ_ WA PANTY tS MADE (IV LIEU QF.I VY AND-ALL QLHER WA RRA APTIES EXPRE55—QR OF MERCHANTAShl.ITY..#.iND=- N S FOR A raARTIP-MAR..RUR- F TYCO FIRE PRODUCTS.451 hkuth Cnt1fIL7n Avamnn ,Lansdale,Pannsylaanla 19446 �� � i; � � I Tyler Nonroe Drawing Da t:P:1 135103 12131103 1 b: .T.7. HYDRAULIC DEIGN INFORMATION SHEET Job Name: Tyler Munroe Location: 303-305 Sutton Street N. AT)dover, MA Drawing Date : 1 /15 f 03 Remote Area Number: 1 Contractor: Xcel Fire Protection, Inc. ';` ].ephano: 8 00-537-33=31 11.A Industrial Way, Unit 1 Salem, NH 03079 Des.;.finer: CHA Calculated Fay: SprinkCAD www. sp±inkcad. core flail N. Cannon Ave . Lansdale, PA 1.944 Conn tr.uct ion: Occupancy: k eF viewinq w--horitics ....... ...... SYSTEM DESTGN - .... ....... . Codf-:NFPA 13k Hazard: System Type :WET ...... ....... .... Ari. ,a of Sprinkler Operation 1024 sy f.t j Sprinkler or Nozzle Density (gp.mlsq ft) 0. 060 { Make: CSC Area per Sprinkler 256 sq ft- I Model: LFII Rose Allowance Inside IGO gpm I fit-Factor: 4 .20 Hose Allowance out-side 0 gpm I Temperatures Rating: 155 C.ALEULATION SUMMARY 4 Flowing Outlets qpm Required: 53.4 ps:i. Required: 55.3 @ CIT', CDNN ........ ........ WATER SUPPLY -.... ....-. ....... ...... _ _........._ Wat-er Flow Teat- rum} D;: t-a i Tank or Reservoir Date of Test I Rated Capa(Aty 0 qPM I Capacity 0 gal Static Pressure 110 . 0 psi I Rated Pressure 0. 0 psi s Elcvation 0 Residual Pres 72 .0 psi I E e-vation 0 _.............. At a Flow of 1110 gpm � take: i Wall — Elcvation " I YDdel: I Proof Flow 0 gpm Loca.i.i.on: Source of TnTo-rmation: ....... -......... Y9TEM VOLUMlr', 1.8 Gallons ....... ...... ... ...... Not-es I $ZZ@£ £ roe D ¥iml Sate:12/I5103 I213]/03 I6:11 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH c ID gpm pei TOTALS Hydr Ref W qudred at Hyd Atwa 1 63 35 .5 psi 1 l3" G£vd nO Ell 4 ' 120 1 . 610 Ga O . R I Pipe 11-i ' 10x2] Allied O ' 120 I . 6£2 63 0 .0 Total toss for TO SYSTEM 0 . 8 psi 2 IW" Fingd Gate salve FIXED LOSS 65 3. 0 1 15" Fingd Sack Flow Va] v@ Watts "70 FIxR9 Loss 63 3. 0 alcvat|0n change 30' 0" 13. 0 Eydr Ref R1 Required at AT 225E OF RISER 63 55 . 3 psi I Pipe 15" rxl0 C1 52 375' 110 8 . 720 63 0. 0 Fixed Flow OUTSIDE HOSE O gpm Iota! Loss for THRU UNDG 0 . 0 psi Eydr Ref R2 Required at CITY CONN 63 55 .3 psi water SourcelIO . O psi aEatic. 72 . 0 psi IeeidQal @ 1110 ggm Ba gpm 109 . 0 psi SAFETY PRESSURE 54. 5 psi Available pressure of 109. 8 psi Exceeds Required Pressure of 55 .3 psi This is a s■f#t margin of 54.5 psi or 50 % of S=Mly Maximum hate-r Velocity is 13. 4 £20 I I I i Tyler !Munroe Date:1135103 1131103 16: 11 I REMOTE AREA #1 RAGM I FLOW # OF 19NGTH PRESSURE BRANCH LINE (GPM) PIPE FITS FEET SUMIARY 'TO HEAD HYD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELE ID T ITT FITTINGS LOSS PSI/FT Pf Pv Fdrop PYPE K FACTOR PIPE O TYPE OTHER TOTAL ELEVATION Pe Rn Phoad FITS PATH 1 FROM HYDRAULIC REFERENCE 104 TO W (PRMARY PATH) HEAD 104 15. 4 1" 1 0 1. ' 1 € 1, 5.2 f'ps 1 3 . 4 13 . rl 0. 06 ft- 1 . 1 ] " D 2t0" 0 . 042 0 .2 0 . 0 X= 4 . 20 15. 4 150 PV D 3110" 0" 0 . 0 i3 . 4 -.-..-..--...... . ..... . ..........................._............ ................ -- HEAD 103 15., 1'" 0 0 9,8" ID.S fps 13 . 5 1.:3 . 5 0 . 06 gp.m/sq ft 1 . 101" 0 0 0'" 5-1 1 . 0 . 0 K= 4 .Z0 :30 , 8 1.50 €'V 0 938"' 0'" 0.0 13 . 5 ...................... RE , 112 1 6. 1 1;8 0 o 4 ° 5"" -1 . 4 fps 15.0 PATH 2 1 . 394" 0 0 0" 0 . 105 0 .5 it- 4 . 16 46. 9 150 PV 0 4 ' 5"" 4J T' 0 .(} .......... .. . ................ - .... -- -- i�-EE-- 1-1-1 16. 4 1 1 0 15 ' 8" 13 , 4 fp7 15. 5 PATH 3 1 . 3`34" 2 0 15 ' 0" 0 . 18 S . T�= 4 . 16 63 . 4 150 PV 0 3D " BT" 91 61 1 4 . 1 - - ----- -.............. ...................--..................-..................._............................................................ _.. REF 110 1' T' 0 0 6" ID.2 fps 25 . 1 . 598T" 0 0 041 0. 094 0. 0 63. 4 150 PV 0 6" 0"" 0 . 0 REE Al k 'rT' S 0 42' 6" 10 .2 fps 2.5.2 1 . 59Q" 1 0 810" 0.094 6O. 6 63. 4 150 PV 0 70 ' 6"" 8 T 6'T 3 . 7 - -.......... ............................................ .. ............................................�........................................_.........................-.--............................................................................._........... REF W 63, 4 gpm PATH 1 I{--- 10. 63 35. 5 psi PATS 2 FROM HYDRAULIC REFERENCE 102 To 112 HEAD 102 16. 1 1 " 0 0 6IT 5. 5 fps 14 . 7 14 . 7 0 . 06 gp:nlsq ft 1 . 101" 1 0 5' 0'T 0 . 046 0 . 3 0 . 0 4 .20 16. 1 150 P 0 5, 6„ 0" M 11 . 7 -- ._ _._..-_......_.. - -....---............................................................ REF 112 16. 1 gpm PATH 2 K= 4.16 15.0 PSI i Tyler hunzoo Drawi-ng Dato:2 I5 03 12131103 16.lj i REMOTE AREA #1 PAGE FLOW # OF LENGTH PIRESSURE BRANCH LINE (Gl?m) PIPE FITS FEET SCARY TO READ 33YD REF OUTLET SIZE 90 45 PIPE VELOCITY Pt Pt Pn ELEV ID T LT FITTINGS LOSS PSI/FT Pf Pv Pdrop WIPE X FACTOR PIPE C TYPE OTHER TOTAL ELEVATION Pe Pn 1 ead FITS PATH 3 FROM HYDRP4ULIC REFERENCE 101 TO 111 F ILA D 101. J } 16. 4 }1..24T" D /0 [57979 �r 7 r9�" 3. 5 r yf p b .1 y55 . .-3 y 15 . 3� (} 0.06 sq 71 15 K- 4 . 20 16. 4 150 Pv 0 11 ' 9'° 0 . 0 15 . 3 -...-.-...-...... _—.- _... -._....... . -- REF 111 16.4 gpm PATH 3 K= 4 . 18 15.5 psi Tyler Munroe Thawf.i] P4te-2211510.E 12131103 16:33 LEGEND 11YD REF Hydraulif-: referptice . Aufcr to accompanying flog diagram. _ K FACTOR Flow factor for open head or path whe-ro- Flow Cgprn} K x -1IF - T7.F Nominal s. c of pipe- !D Actual i.nt�rnal diame-t-e.r" of p.jpc.L C Hazen Williams pipe roughness factor. TYPFL Type or bchc�dulc of pipe # FITS number of fittings as fo.] .ows : 90 - 90 deg Ell 45 - 45 deg Ell T Tee IT - Lonq Turn 90 Ell 3PFC - F.i t.tirig ot.h r than above or fitting with hydrauli equivalent length specified by manufacturer. Pt TCrts] Cps.i. 1 at. fstt~ing Ff Friction loss (psi) to fitting whurc Pf = 1 x 4 . 52 x (Q/C) ^1 .85 / IP"4 . 21 Pe Pressi3r.e clue to c.hangx,° 3.rs ej evatiori where Pe = 0. 433 x change in e]t�-va(Jon Pv Ve] oc i ty pr ssu `cY (P,3i) where Pv = fit. 01123 x Q 2/I ] 4 Psi Normal pressure {psi} where Pn = Pt Pv Pdr:op Pressure loss in pipe rise or drop 1-o are operi hcad3 Phead Pressxii•E- at- arl open head. ELLV elevation from branch tee to open head, €°FPS: paper length from branch twee to open head. €I'1:S fitting equivalent length fr`om branch tee to open head. NOTES : Pressures are balanced to 0 .001 gpm. Pressure-� tx. listed to 0 . 41 ps.i . Add ition may vary by 0 .01 psi due to accumulation of ground off. - Calculat-ions mnforrrt to NFPA 13 edition. - Velocity Pressures are not considered [n thesc Calculations - Path ff 1 .i 5 from Ule- irtos t- rc}toots head back to the water z� t;rco. - hater Paths are from the next most remote head back to prev3.otjs] y defirf�d patho