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Fps201 I =o ©oS3 • Chilwo•rt 1.6 280 st. ✓ gyve- BZ . ? c fF t FIRE Testing, Litigation Support, Modeling, Research 5/1 544 /0511 /KF//C Chilworth Pacific Fire Laboratories, Inc. Mr. Bruce Pearson '2401 B Talley Way Bruce Pearson Kelso, WA 98626 Tel: 360 -423 -1220 PO Box 230791 • Fax: 360 - 578 -7662 Tigard, OR 97281 http: www chilworthpacific.com Email: fire@chilworthpacific.com FPE - Design Supervision & Review Express Furniture, Tigard, OR Summary of Services The Design of, and Hydraulic Calculations for, Fire Sprinkler Systems is deemed the practice of engineering by the Oregon State Board of Examiners of Engineering for Land Surveying (OSBEELS). Chilworth Pacific Fire Laboratories provides design supervision, hydraulic calculations, seismic bracing calculations of sprinkler systems, and review of drawings and calculations completed under supervision. For drawings and calculations completed under engineering supervision, an Oregon PE stamp and signature is affixed to the drawings for permit submittal. Written response is provided to code authority review comments. Design supervision is provided through telephone conversations, emails, telephone facsimile (fax), mail, and when needed, in person. Design Criteria 1. Fire Protection Engineering design and calculations shall be in accordance with the applicable codes and standards, and owner's project specifications. 2. Fire Protection Engineering Consulting and Supervision services for special design alternates, including • performance -based design are provided when required by an individual project. 3. Design drawings and transmittals are usually in an electronic format and may include AutoCAD ®, AutoSPR INK ®, or Adobe ® Acrobat ® PDF format. Some design documents, sketches, details and revisions may be manually drawn and transmitted with electronic means, including scanned documents. Project Information Required • • Client is to provide information and documents necessary for design supervision and review after consultation with the engineer, including water supply information, type of occupancy and construction, information on storage commodities, heights and conditions, applicable project plans or CAD' backgrounds,, and other project documentation, design team and code authority contact information, and copies of code authority reviews. Record and Submittal Documents The number and type of document printed copies for each project will be as requested by the client for each individual , project, except that each project shall have, as a minimum: four (4) complete sets of drawings and calculations, including one record set for the engineer, one (1) record set for the client, and two (2) stamped and signed permit submittal sets for the client. Client may make additional copies for field installation and owner. Electronic Submittals made prior to Final Stamped Record Submittals per Building Code Authority. LXp1cJJ r wuu13wc ucaigl! .:lUclia - i zuivv: iviail • ab., a va ., FPS 2411 - 00033 "YAHOO!® MAIL Classic Express Furniture design criteria Thursday, May 19, 2011 1:11 AM From: "Ken Fuglee" <kfuglee @chilworthglobal.com> To: "Bruce Pearson (sunrlver97707 @yahoo.com)" <sunriver97707 @yahoo.com> Bruce, 0.45 instead of EH2, see below. Rack area = 0.6/2000 Solid piled (couches on end) = 0.4512500, Instead of EH2 (See interpolation below). Recommend K =11.2 or greater for better fire control, K- factor depending on pressure needs of the calculation, ordinary temperature is OK. May be calculated as 0.6/2000 for the entire area, since the higher density will provide better initial fire control and will also provide the 0.4512500 if more sprinklers activated. Higher density must extend 15 ft. beyond the rack area per 12.3(1). If high temperature sprinklers are used, high temperature sprinklers SHOULD extend 30 ft. beyond the storage area for 2000 sq. ft. design area and 30 ft. beyond storage area for 2500 sq. ft. design area per • Table A.12.3. (Ordinary Temp, K =11.2 or greater recommended) For the following two conditions, use the associated density/area design. 1. Couches on the floor stored on end. Standard couch length is 96" (8ft.) or less, worst case is 8 ft. Interpolation of density for storage height is required by par. 15.2.8 Minimum design area is 2500 sq. ft. per 15.2.7(1). Although any density along the curve may be selected for OH and EH curves, when interpolating, the density for 2500 sq. ft. is used per 15.2.8. From NFPA 13 -07, Table 15.2.5(a), column B: The density for up to 12 feet storage and >20 to 32 ft roof /ceiling is 0.8 gpm/sq. ft. The density for up to 5 feet storage and up to 25 foot roof /ceiling is OH2. 22 feet or 23 feet ceiling is within those roof /ceiling heights for both storage heights. For OH2 at 2500 sq. ft., the density is 0.18 gpm/sq. ft. Interpolating between 12 ft. and 5 ft. storage heights for an 8 ft. storage height: 0.8 -0.18 = 0.62 0.62/(12 -5) = 0.09 0.09 X (8 -5) = 0.27 http: / /us.mc 1206.mai I. yahoo .com /mc /showMessage ?sMid= 5 &filterBy= &.rand= 88549237... 5/19/2011 E Aprvbs r w1111W v llvl la - 1 311101J: 1V1ti11 1 QV., L. y1 0.18 + 0.27 = 0.45 gpm/sq. ft. 2. Rack Storage of Mattresses on side /end on the lowest level With wood tables and furniture above (some furniture may be unexpanded plastic material. Mattresses with foam will be Group A Plastics. Per NFPA 13, mixed commodities shall be protected for the highest hazard commodity, so storing the wood furniture above will be the same as storing plastics above the mattresses. This design criteria will also eliminate the need to prevent storage of materials containing plastics at these upper levels. For Rack Storage Height of 17 feet with a roof deck of 22 -23 ft the clearance above storage will be 5-6 ft. The density area criteria for 20 ft storage with clearance less than 5 ft ( <5 ft.) is the same as 15 ft storage with clearance up to 10 ft, 0.6/2000. See NFPA 13 Figures 17.2.1.2(b) and 17.2.1.2(c) Storage heights can be interpolated but not ceiling clearance. However, since the density is the same for both conditions, it is applicable to Storage between 15 and 20 feet with clearances up to 10 ft. As storage height increases, clearance decreases. Reduced clearance is a benefit, since sprinklers will operate sooner. For the rack storage, use 0.6 gpm/sq. ft over 2,000 sq. ft. (0.612000) and extend beyond the rack area 15 ft. minimum (NFPA 13 -07, . This applies to single- and double -row racks only. Do NOT apply the density reduction for using listed storage sprinklers, as the storage height exceeds 15 ft. Call if you have questions, • Ken O PROFE 'SO S Kenneth D. Fuglee, PE �' V G 4. o y Senior Fire Research Engineer ce r Chilworth Pacific Fire Laboratories, Inc. 2401 B Talley Way I 0' ' N� Kelso, WA 98626 , 'I- N Phone: (360) 423 -1220 F /1 4/4-41 17' � v ' Cell: (503)- 866 -5956 D.' � ` Fax: (360) 578 -7662 EXPIRES. _ I E- mail: kfuglee(chilworthglobal.com Web Site: www.chilworthpacific.com http: / /us.mc 1206.mail. yahoo. com /mc /showMessage ?sMid =5 &filterBy= &.rand = 8854923 7... 5/19/2011 HYDRAULIC DESIGN INFORMATION SHEET - • NAME EXPRESS v/QN LIRE DATE 0 LOCATION D S VE BUILDING D 504. 2. SYSTEM NO. 1)E5 AIWA Z CONTRACTOR ��ES�P _ CO CONTRACT NO. CALCULATED BY VCE .CON DRAWING NO. Zi'l CONSTRUCTION: NI COMBUSTIBLE ❑ NON - COMBUSTIBLE CEILING HEIGHT FT. OCCUPANCY . ® NFPA 13: •❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ. g NFPA 231 ® NFPA 231C: FIGURE • CURVE LI ❑ OTHER (Specify) E ❑ SPECIFIC RULING MADE BY DATE 0 2 AREA OF SPRINKLER OPERATION 20ob Set FC SYSTEM TYRE F DENSITY • bC aa WET ❑ DRY Q DELUGE PRE- ACTION co N AREA PER SPRINKLER q` o. so. SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE . NONE MAKE TYCO MODEL TSINL HOSE ALLOWANCE GPM: OUTSIDE SOO SIZE _ We K -FACTO 1 •Z RACK SPRINKLER ALLOWANCE ATONE TEMPERATURE RATING IS CALCULATION GPM REQUIRED Mg PSI REQUIRED 2 ?S' AT BASE OF RISER . . SUMMARY '•C•• FACTOR USED: OVERHEAD 1W UNDERGROUND /40 WAIF PUMP_D I& TANIL.O13 BESER \'OIR } DATE & TIME lo 2.4. ID t RATED CAPACITY CAPACITY J STATIC PSI D AT PSI ELEVATION a a RESIDUAL PSI Z ELEVATION n 'f) GPM FLOWING LEL w ELEVATION PROOF FLOW GPM LOCATION ON SITE SO Sound of oSP 8Lb #2 SOURCE OF INFORMATION 4P. A P ASfC S COMMODITY MIX oRbiAbitay NAZ• CLASS 3 LOCATION w STORAGE HEIGHT _V/4izt __ AREA ____ AISLE WIDTH Q STORAGE METHOD: SOLID PILED % PALLETIZED % RACK .. Q k SINGLE ROW ❑ CONVENTIONAL PALLET ❑ A UTOMATIC STCRAGE ❑ EN } Cia DOUBLE ROW ❑ SLAVE PALLET ❑ SOLID SHELVING NON- _ MULTIPLE ROW �1' 3PEN ENCAPSULATED 5 Y - -- - - -- -- - - - -- o 0 FLUE SPACING IN INCHES CLEANCE FROM ?OP OF STORAGE TO CEILING O ¢ LONGITUDINAL TRANSVERSE _ FT. _ IN. HORIZONTAL BARRIERS PROVIDED _ - - - -- � • 0Eo PRopp ISO Form SPRS -9 c N NF /O V / deg "j • • OREGsN'' / �N 17,A - ((i _ � I i D • EXPIRES: !If HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. _ SHEET NO. / OF 4 _ - NAME 6x1 6 /1.01T'ge BY . PeihnoAl LOCATION /429D Stiff- 7Z'9 4'E o1 SP Bad 4Z DATE . S/23/i/ Mpi S'PAeINi 9b4e.Fr. H6-11,2 h(.as)IY • 604 •1f! Jzoc s . NOZZLE FLOW FITTING FRICTION HYD. PIPE PIPE EQUIV. REQUIRED ELEV. NOTES TYPE 11 IN SIZE A LENGTH LOSS P.3.1. REPT. LOCATION G.P.M. DEVICES P.S.I. /FT. Q LGTH. Il'4 PT 14.43_ 2.ot, Q 5 7. 6, 14 FTG. . 11 .24Z -PE 2.�1_ Q 6,04 1 , LGTH. 11'6 PT 246 265 _ _, FTG. - q PF .pi__ Q 118.2 l2 TOT. /lit .431 PE .- -- Q 44'4, LGTH. 5.7 PT 34- i let. p p „ T FTG. 10 2 ,, _ PF 415 Q 183.$ Z TOT. IS. ' 301 PE ` Q 1$3. - LGTH. I.(' PT 3 I --s Q Z r FTG. II , PF 5.72 4 IkAts 110 7. 1i TOT. l3• , . 44 ' PE .43 I Q LGTH. PT 45.1'1 K. 37.4 I45•i7 FTG. Pr Q TOT PE _ -- iC= 54.1 - Q LOTH. 1.0 PT 37.02 I r_ FTG. 4, _ P F I. ' 3 lio s Q /833 Zzkd TOT. IS. t. • 121 PE .43 1 Q - LGTH. P _ 4 . (4 _ s K 11311141.04 Q FTG. ~ PF / TOT. - PE K= 'L g i l 4110.1 Q LGTH. L3 PT 4s:17 g -- _- FTG. PF •33 r Q30.4. , 4 $C�i 40 TOT. g.; • c4. ^ E _ - z.7 11 Q5.5 Q 1g3.6, LOTH. /0.45 PT 45,50 ? .. - lilts 101x1 Q .54.1. 4-1. T FTG. Sf 0. PF - 2.21 iJ•�0 TOT. 10.4c . OS� � -- Q LGTH. pi. $ _ PL•Zf 6' 4 A ,, T FTG. 7.0 a _ P F 1.01 Q 561.2 sitO.10 TOT. Via . 07I P - - - Q LGTH. ')S•o PT ES718 S K= se11r 43.4 91,05. Q Sbl•2 4` u ToT: S • O8i PE -- - K 71,3 Q LGTH. - PT 63.74 4. _ FTG. PF Q TOT. PE Q LGTH. g PT 45.11 (3 /� 4 FTG. _ PF ,33 &di. tiNg Q 3107• 4 54.4.40 TOT. • 04 PE ._ - S¢1 fiS•S Q 341.0 LOTH. 4.5.5 PT 4S•5o )Z RJAS IcTAl 4" sfiJ•4o TOT. 6,5.5 . 147 PE T Q LGTH. o•S PT 55.13 I 1 A% T _ FTG. 'ZO PF 1 •63 -� Q131,40 4 5 pi ./0 TOT. 24.s ,i30 • E .- Q LGTH. 4 PT (0(0;710 ID Q 73.10 4 FIG. _ P F . Si sfsJ•QO TOT. - 4 • 14 PE - Q LOTH. 1 PT 64.35 `T Q13104 S " ycil•4o TOT. 7.14. •09 PE 1.1-1 Q LGTH. PT l' P L 4 K 7310 •b /Ye$ bZ FTC. PF Q TOT. - -PE k z ill . PT HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. SHEET NO. 2 OF Q'' NNAE C X bee IS i 1 / 1 / J / / (Jf?6 _ BY 4 7 • / SOIJ LOCATION 16290 Sul - 7Z"J Ave DsP ; 51tc. 4 2 DATE S / r! 1 NOZZLE FLOW FITTING FRICTION HYD. PIPE PIPE EQUIV. REQUIRED ELEV. NOTES TYPE O IN SIZE 8 LENGTH L P.S.I. REF LOCLOCATION G.P.Id. DEVICES P.S.I./FT. FT. RE. ... LGTH. PT Q 4 Q 2 FTG. �K+ ) - P Q Tom -- - P E K — — Q LGTH. _ PT - S"61.Zf 73(04 \2 Q , FTG. P F —_ -- _ q TOT. PE lO.34 ss. / / Q LGTH. PT —__ 1747. 1 . FTG. P F _ - 6.6. Q TOT. PE /S 2 Q LGTH. 33 PT (4 4p _ 7 FTG. I4 PF 24g Q 1297.8 6 4 . sea .4 TOT. 41 . OS? PE — Q LGTH. 2o PT in, i3 5 ell.. 4 V. FTG. 33 P F 2.% Q 1297.8 ! o vA.`PIS-i TOT. 53 .OS7 - P E g 1 . — Zo' Q LGTH. !S _ PT Sc . ?S Z — s� T FTG. �D� PF _3.6I Q/297.$ (o ()r.1 C = /4•D TOT. 73. .00 PE • 6. 7' Q LGTH. L] PT £S.22 I Q 1297.8 I " d 1, T OT. ISO . 00I ` " E - 41 _. 9 Coo — LGTH. _ -- PT 8543 /�o SLR FTC. P F — " Q I ?9$ TOTAL f TOT. - P . i >p Q LOTH. PT — FTG. F — Q TOT. 15-E "- -- - - -- Q _ LGTH. PT FTG. P F Q TOT. Pe Q LOTH. PT FTG. P F Q TOT. p Q LGTH. PT FTG. P F Q TOT. PE Q LGTH. PT - FTG. P F Q TOT. PE - Q LOTH. PT FTG. P F Q ' TOT. PE - Q _ LGTH. PT FTG. P F Q TOT. PE 0 LGTH. PT FTG. P F Q 70T. PE Q LOTH. — PT T -- FTG. P F Q TOT. PE ■ Q LOTH. PT _ FTG. P F Q TOT. -Pi---- G.P.M. 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PES/t AJ AIM I CONTRACTOR F /QES � eo CONTRACT NO. CALCULATED BY kvCer rEAWSonl DRAWING NO. FA -J CONSTRUCTION: ® COMBUSTIBLE ❑ NON - COMBUSTIBLE CEILING HEIGHT FT OCCUPANCY • Ni NFPA 13: ❑ LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ® EX. HAZ. Z ❑ NFPA 231 ❑ NFPA 231C: FIGURE • CURVE 0 ❑ OTHER (Specify) w ❑ SPECIFIC RULING MADE BY DATE 0 w AREA OF SPRINKLER OPERATION ZSOO SYSTEM TYPE I- DENSITY • 45 (2l WET 0 DRY ❑ DELUGE 0 PRE- ACTION y AREA PER SPRINKLER % S4• SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE ' NONE MAKE rap MODEL rY rig! HOSE ALLOWANCE GPM: OUTSIDE SOD SIZE 3 /4 " _ K- FACTOR I1•Z RACK SPRINKLER ALLOWANCE NDAE TEMPERATURE RATING 1ST° CALCULATION GPM REQUIRED JZS(O PSI REQUIRED 0- AT BASE OF RISER . SUMMARY "C" FACTOR USED: OVERHEAD MO UNDERGROUND 140 pAIER Fl OW TEST PUM.P_DAIA_ TANK._03 EESERVOIR >- DATE & TIME / floO M RATED CAPACITY CAPACITY a STATIC PSI /03 AT PSI - ELEVATION - a ESIDUAL PSI ° S T S ELEVATION H GPM FLOWING I Q G WELL W ELEVATION PROOF FLOW GPM LOCATION 0/V Cr rE So SOVT1r OF OBF 81b6. SOURCE OF INFORMATION COMMODITY 4P• 4 "cartes CLASS LOCATION w STORAGE HEIGHT (.o AREA __— AISLE WIDTH Q STORAGE METHOD: SOLID PILED % PALLETIZED % RACK 0, cc o ❑ SINGLE ROW • ❑ CONVENTIONAL PALLET ❑ AUTOMATIC STORAGE ❑ ENCAPSULATED ❑ DOUBLE ROW ❑ SLAVE PALLET 0 'SOLID SHELVING ❑ NON- ►- • ❑ MULTIPLE ROW (] OPEN ENCAPSULATED 0 Y -- -- - -- - - -- -- O i a FLUE SPACING IN INCHES CLEA= =NCE FROM 10P OF SlOR.AGE TO CEILING O LONGITUDINAL TRANSVERSE _ FT. IN. HORIZONTAL BARRIERS PROVIDED 't� PR OFE SS ISO form SPRS - 9 � �G IN,E F9 /p Q� 1 .23 am. ' ' l l - i , " / - OREGO ti '� �'V 17, <`'' v • �F TH • p D. � EXPIRES:41// HYDRAULIC CALCULATIONS JOB NO. DRAWING NO. SHEET NO. 3 OF i ppmE EX P/2 /'l'1' J/WU -E BY f3 • aosoAl LOCATION /6Z90 Sw 72 AVE •03P 51b4. DATE 5173/11 .E4/1 S : Ci•J /6 4.Fir K -,1.2 l�trvS,IY . 4Saal�soo s NOZZLE FLOW FITTING FRICTION HYD. TYPE & IN PIPE It PIPE EQUIV. LOSS REQUIRED REF PT. ELEV. NOTES LOCATION G.P.M. SIZE DEVICES LENGTH P.1.1. /PT. P.S.1. Q LOTH. PT g Q 43.1 144 . .142 43, ,'S Q 4SS PT l6.13 30g . Q 58.7 /?" i • Z SS PE 0 4'. wrim PT i. 4' 30 yr r r P F '2 Q /314 2 • / /0 PE LOTH. PT 22.r (g � .' I FTG. I PF - .3$ 4p �"► K / ZA/ TOT. 13 17S2 PE •' LGTH. PT Z K. 27(o• Z I S.9(. FTG. P F Q TOT. ' E i<54,21 LGTH. I PT Ti. Z FTG. /2 PF . 'I 3 5 I TOT. i3 ,07 3 E di / LGTH. PT 2. 13$, i /V FTG. P F I TOT. 7E K LGTH. J. j - PT 25. ry FTG. P F , 2U .b24 >4.2 u.ic 124AS 'Tim. ii- , �, . /47 I 75 4 K. SS3.S/Js - 0.'13 Pe K. 78,1 ` PT 25.1to 21 FTG. P F .2o k ,fats Q Visa. ¢ y MA' . 024 54• ` 2713 A PT Zr. 14, (Z S I 4" Z TOT. %.) . PE _ PF in /O.& LOTH. . ��_ PTG 2� 70 4" WM= Js • /3S r , Q lot. i ' - ° FTG. P FE. . S4 Q 702, i ' P. - Mill Q r PT L. r T Q ?o2.i Q LOTH. T 5 . p K= 702. !gas S 0 , ` K- q7.8 • 9 LGTH. FTG. Q • HYDRAULIC CALCULATIONS JOB NO DRAINING NO. SHEET NO. 4. OF 4 NAME &MESS fU,N /Tl, E BY 5 f O/4 LOCATION /6Z9.0 Ski - 7ZN Dap ,BLOG.#Z DATE s /23/►J NOZZLE FLOW FITTING FRICTION HYD. TYPE & IN PIPE & PIPE EQUIV. LOSS REQUIRED REF PT. ELEV. NOTES LOCATION G.P.N. size DEVICES LENGTH P.S.I./FT. P.S.I. � Q LGTH. _PT PG? +Q 2 = P FTG. – PF Q J - TOT. 'YE `KtK Q . LGTH. — PT _ s/'SS3.Sf \ 2, Q TO PE ?S•I (1•g J • Q LOTH. PT (11.55.11V- FTG. Q TOT. PE 1'1 S.9 ) S&?. Q I LGTH. 3 PT Sb.9.S IP QIZS t. S 0 TOT. 4 47 ' / 1 , DS4 PE 2 - Q LOTH. ZD PT S3.49 3 c r AJ FTG. 33 PF /Ai Q1ZSS•t► w� a. 1 TOT. 53 . PE .b6 I 70' Q LGTH. j S PT ( .01 Z _ Q in (o & 06 c = f O TOT. " 13 . I . ¢64 Pc ; 4 1' Q LG % 7� PT 68,83 ti r FTG. 9 PF , 3i Q /acct. /2 UL c -14o TOT. icio .O0I ■ PE •– • 1.10$ Q Soo LGTH. PT 69.11 0 rf FTG. PF rL Q 11519 TcrA L a: 4J TOT. PE Q LGTH. PT FIG. PF Q TOT. PE Q LGTH. PT FIG. PR Q TOT. Pc Q LOTH. PT FTG. PF Q TOT. PE Q LOTH. PT FIG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT. PE 1 — Q LOTH. PT FIG. PF Q TOT. PE Q LGTH. PT FIG. PF Q TOT. PE Q LGTH. PT FTG. Pr Q TOT. PE Q LOTH. PT FIG. PF Q TOT. .. PE • Q i LOTH. PT FIG. PF Q TOT. PE PT .. tqcci Fire & Building Products Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Series ELO-231B — 11.2 K- factor Upright and Pendent Sprinklers Standard Response, Standard Coverage sentative of all possible corrosive at- General mospheres. Consequently, it is recom- ,1 71. mended that the end user be consulted Description with respect to the suitability of these .+t corrosion resistant coatings for any 'r 6 The 11.2 K- factor, Series ELO -231 B, given corrosive environment. The ef- Standard Response, Standard Cover- fects of ambient temperature, concen- " �» age, Upright and Pendent Sprinklers tration of chemicals, and gas/chemical (Ref. Figure 1) are automatic sprin- velocity, should be considered, as a kiers of the frangible bulb type. They minimum, along with the corrosive na- (r1:' are ''standard response - spray sprin- ture of the chemical to which the sprin- : � klers" that produce a hemispherical kiers will be exposed. __ water distribution pattern below the f• deflector. An upright intermediate level version =-_ _ i ih i i l l i of the Series EL-231 B Sprinklers for - J The 11.2 K- factor, ELO -231 B Sprin- in -rack applications can be obtained klers were subjected to full scale, high- by utilizing the Series ELO -231 B Up- piled storage, fire tests to qualify their right Sprinkler with the WSG -2 Guard use in lieu of 5.6 or 8.0 K- factor stand- & Shield, and a pendent intermediate and spray sprinklers for the protection level version of the Series ELO -231 B rt of high -piled storage. Sprinklers can be obtained by utiliz- 1 : -- - Higher flow rates can be achieved at ing the Series ELO-231B Pendent ___ much lower pressures with the 11.2 Sprinkler with the WS -2 Shield. If there K- factor, ELO -231 B Sprinklers — is a possibility of the pendent interme- fts ;• �, " making their use highly advantageous diate level version being exposed to in high density applications, such as mechanical damage, a G -2 Guard can . , the protection of high -piled storage. be added. i Wax or lead coatings can be used to WARNINGS ' • ` extend the life of the copper alloy corn The 11.2 K- factor, Series ELO-231B `� . ' ponents used in Series ELO -231B Upright and Pendent Sprinklers de- ( ,�. r . ,r _ sprinklers beyond that which would scribed herein must be installed and 1� otherwise be obtained when exposed maintained in compliance with this ' to corrosive atmospheres. Although document, as well as with the applica- - wax, lead, and polyester coated sprin- ble standards of the National Fire Pro - kiers have passed the standard corro tection Association, in addition to the sion tests of the applicable approval standards of any other authorities ha v- agencies, the testing is not repre- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. IMPORTANT The owner is responsible for maintain- ing their fire protection system and de- Always refer to Technical Data vices in proper operating condition. Sheet TFP700 for the 'INSTALLER The installing contractor or manufac- WARNING° that provides cautions turer should be contacted with any with respect to handling and instal- questions. lation of sprinkler systems and com- ponents. Improper handling and in- Installation of Series ELO -231B Pen - stallation can permanently damage dent Sprinklers in recessed escutch- a sprinkler system or its compo- eons will void all sprinkler warranties, nents and cause the sprinkler to fail as well as possibly void the sprinkler's to operate in a fire situation or cause Approvals and/or Listings. it to operate prematurely. Page 1 of 6 MARCH, 2007 TFP342 • • Page 2 of 6 TFP342 SPRINKLER FINISH • TYPE TEMPERATURE -- - BULB — — NATURAL — CHROME LEAD --- ----- WAX -• -- - WAX — LIQUID BRASS PLATED COATED • COATED OVER LEAD UPRIGHT 155 °F /68 °C Red - 3 (TY5151 200F/93°C Green 1, 2, 3, 4 TY5851) 286 °F /141 °C Blue 3 3(a) 155 °F /68 °C ' Red 3 PENDENT 200 °F /93 °C Green (TY5251 1, 2, 3, 4 286 °F /141 °C Blue 3 I 3 iai NOTES: 1. Listed by Underwriters Laboratories, Inc. (UL Listed). 2. Listed by Underwriters Laboratories, Inc. for use in Canada (C -UL Listed). 3. Approved by Factory Mutual Research Corporation (FM Approved). 4. Approved by the City of New York under MEA 291 -04 -E. • (a). FM Approved for a maximum ceiling temperature of 150 °F /66 °C. TABLE A LABORATORY LISTINGS AND APPROVALS FOR 11.2 K- FACTOR SERIES ELO- 231B•UPRIGHT AND PENDENT SPRINKLERS (Refer to the Design Criteria Section) Model /Sprinkler Technical Design Criteria Identification Data UL and C -UL Listing pp Requirements Numbers Approvals The 11.2 K- factor, Model ELO -231 B UL and C -UL Listed. FM and NYC Ap- (TY5151, TY5251 & TY5851) Sprin- TY5151 - Upright 11.2K, 3/4 "NPT proved. (Refer to Table A for complete klers are to be installed in accordance TY5251 - Pendent 11.2K, 3/4 "NPT approval information including corro- with NFPA 13 standard sprinkler posi- TY5851 - Upright 11.2K, 1/2 "NPT sion resistant status. The approvals tion and area/density flow calculation TY5151 is a redesignation for C5151, apply to the service conditions in 1- requirements for light, ordinary, or ex- cated in the Design Criteria section.) tra hazard occupancies, as well as TY5251 is a redesignation for C5251, Maximum Working Pressure high piled storage occupancies (solid G1871, and S2531. 175 psi (12,1 bar) piled, palletized, rack storage, bin box, TY5851 is a redesignation for C5851. Discharge Coefficient and shelf storage including but not lim- K = 11.2 GPM /psis /2 ited to Class I -IV and Group A plastics) (161,4 LPM /bars /2) with a minimum residual (flowing) pressure of 7 psi (0,5 bar) for wet or Temperature Ratings dry pipe systems. Refer to Table A Finishes FM Approval Refer to Table A Requirements Physical Characteristics The 11.2 K- factor, Model ELO -231 B Frame Bronze (TY5151, TY5251 & TY5851) Sprin- klers are to be installed In accordance Cap Coaling Assembly Bronze with the applicable "control mode den - Beryllium Nickel w/Teflont sity /area" guidelines provided by Fac- Bulb (5 mm Beryllium Glass tory Mutual. (FM guidelines may differ Compression Screw Bronze from UL and C -UL Listing criteria.) Deflector Bronze t Registered trademark of DuPont. • TFP342 Page 3 of 6 • Temperature rating Is indicated on deflector. . • - -Pipe thread connections per ISO 7/1 can be provided on - — — 1/2° (12,7 mm) - - special request. U NOMINAL MAKE -IN 3/4 ° ** 1 • NPT f Components: • t / r77T7Yi 7,7, r rTTT ' 2 / \ / 1 - Frame 2- 13/16° 3 I 2 - Seal WR ENCH THREAD 1 Assembly (71,4 mm) 3 - Cap T FLATS Oil RELIEF I 4 4 - Bulb m' Aul ip....„, �2 , 5 - Compression - -� 5 !_� Screw 1/2• � 3/4° _ _ - __Imo___ 6 - Deflector NPT _ - NPT • 6 • L 7/16° (11,1 mm) 1/2° (12,7 mm) NOMINAL MAKE -IN NOMINAL MAKE -IN UPRIGHT UPRIGHT PENDENT CROSS TY5851 TY5151 TY5251 SECTION FIGURE 1 11.2 K- FACTOR SERIES ELO 231 B UPRIGHT - 3/4" NPT (TY5151), UPRIGHT - 1/2" NPT (TY5851), AND PENDENT - 3/4" NPT (TY5251) SPRINKLERS Operation Installation °DING SIDE" TO SPRINKLER • The glass bulb contains a fluid that The Series ELO -231 B Sprinklers must FITTING expands when exposed to heat. When be installed in accordance with the fol- the rated temperature is reached, the lowing instructions: fluid expands sufficiently to shatter the e., glass bulb, allowing the sprinkler to NOTES activate and water to flow. Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of WRENCH • liquid from the bulb. With the sprinkler RECESS ' held horizontally, a small air bubble • should be present. The diameter of the (END °A °) air bubble is approximately 1/16 inch (1,6 mm). for the 155 °F /68 °C to 3/32 FIGURE 2 inch (2,4 mm) for the 286 °F /141 °C W -TYPE 3 SPRINKLER temperature ratings. WRENCH A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 i nstalled in the pendent position, and to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- p p mum of 30 ft.lbs. (40,7 Nm) of torque upright sprinklers are to be installed in is to be used to install sprinklers with the upright position. 3/4 NPT connections. A leak tight 1/2 Step 2. With pipe thread sealant ap- inch NPT sprinkler joint should be ob- plied to the pipe threads, hand tighten tained with a torque of 7 to 14 ft.lbs. the sprinkler into the sprinkler fitting. (9,5 to 19,0 Nm). A maximum of 21 ft. Step 3. Tighten the sprinkler Into the • lbs. (28,5 Nm) of torque may be used sprinkler fitting using only the W -Type to install sprinklers with 1/2 NPT con- 3 Sprinkler Wrench (Ref. Figure 2), nections. Higher levels of torque may except that an 8 or 10 inch adjustable distort the sprinkler inlet and cause Crescent wrench Is to be used for wax leakage or impairment of the sprinkler. coated sprinklers. With reference to Do not attempt to make -up for Insuffi- Figure 1, the W -Type 3 Sprinkler cient adjustment in the escutcheon Wrench or the adjustable Crescent • plate by under- or over - tightening the wrench, as applicable is to be applied sprinkler. Readjust the position of the to the wrench flats. sprinkler fitting to suit. When installing wax coated sprinklers The Series ELO -231 B Upright and with the adjustable Crescent wrench, Pendent Sprinklers must be installed additional care needs to be exercised in accordance with the following in- to prevent damage to the wax coating structions. on the sprinkler wrench flats or frame • Step 1. Pendent sprinklers are to be arms and, consequently, exposure of 2011 -05-05 10:42 3607188603 » 5036247755 P 2/3 . :;_ . Section 9.3 • Protection of Piping Against Damage Where Subject to Earthquakes 379 --- utr - - .::::. -- — - !h fire_ Seismic Bracing Calculations Street • 1 .. • _ or Z' t'ith au rat are Project: EX PRESS F Vitt./ 1'NI'LE Contractor. F1RES'17 Go I LL C. r, rrrinn Address: I�2 F 0 SuJ 7 2 '‘ � - � ' 3 Z Address: -2-03 N ( G. 5 � Sr. GPs JJ ? -- BSI _ , Z- : , g I J& W. . -. - - Vi .GovV E&.. . 'as ( 3 • lepen. • ?0 rLT 1.R. b, O it. Telephone. (36O,"T 18 - *3b04 .. -- .(�360) Sfo • ' Fez: •nnc� • `, • uld be , Brace Information Seismic Brace Attachments move_ _ uld be ' t Length of brace: - - _ Structure attachment fitting or tensron•only bracing system: I tl Make: A FAIN Model. O Diameter of brace: j • • Si 40 Listed load rating 's Adjusted Toad per 9.3.5 10.3: 4 S Type of brace: in the 45n-to 511 e Sway brace (pipe attachment) fining: Angle of brace: A f c.oN Mod l: o 30 Make: .? Least radius gyration:- d_ 4 I ' S 1' i 1 I ' S if Sys :` . Listed load rating: Ad i u 3ted load rating per 9.3.5.10.3 : out of L/1:1 valuer _ O s • is re- ... • Maximum horizontal load: I I / 3 5 Seismic Brace Assembly Detail (Provide detail on plans) 1-xIC . ••,:. Fastener Information r 2.- : _ er - •4S° t °I ° cider Orientation of connecting surface: E. _ po y � � t . 3 as re - .. Fastener: tt t w , • T A t c !Tito- Tire u h bet t' , ; / n 1 , °1 0 3 0 ,!v 9.14, •• : . c Diameter: / i1 atcrnl '•-•.:; Length (in wood): • tl 4'' NIA, N ,..21 . ®� N -i loud --•' .- Brace identification no. 5 8 X" S/40 , 7 racing - Maximum toad: -__- 3 S O (to be used on plans) _ I 'OK l Laterel brace I ❑ Longitudinal brace from 4 and ; Sprinkler System Load Calculation [F = —_ W (default Is 0.5)] ntilla- Diameter Type Length (ft) Total (ft) Weight par ft Total Weight " dWre. - . 4�S f 0 17 tF�� Z 1% 7 8 I ( Itt/I1�'— 17.4 lb le the + } " � S / 2 1 .- 6" 23 t ._ 2 • $ 3 (bt- �f e 34.4b >nU(l. . . j &I ; " l 74 z )( i! 1 7 (2" 1.4' 3. 6 I Ib/ft T. 4 Zlb rwartl _ 24 3/40 -2__.,.. x 1 1 6" _ 23 5, 13 Ib /ttK 51 lb Vitt:r 23 5/40 11 - 3 7.3 g. ib/nk c/ = 12 lb .7 re- Total weight 27 ( lb F Y 1.15 lb ` RtU 'Excludes Iwislun-orrly bracing systems � Fs :ontal c..A;r /. FIGURE A.9.3.S(a) S'ei.rntic frcrc•ing Crilrtulatinrt Fenn. a..., :v't ' /.; - i rhootr A � 4tomatic Sprinkler Systems Handbook 2002 , OR ON ./ - '� V 17, A° el • • • v 11 D.W EXPIRES. fill • 2011- 05-05. 10:43 3607188603 » 5036247755 P 3/3 . . Section 9.3 - Protection of Piping Against Damage Where Subject to Earthquakes 379 "tic Seismic Bracing Calculations Z of 2 Sheet - . :hCuc. t ilb an is ...___ SS �V N Cnntractor. F`1/'a S IP? ( -0 . ` 'tat ate Project. _. — ---' Ave S.2-.0 3 NE 6S S T S'� 2. IrYlrir +l♦ Address 140 ' s.�l O S. W!. 1 _.._ . _ Addrabs: _ _ .... —. - . • . et)( �D1NG _ Z• . _ __ VA NcovvEg i .WA t_ °1 b b 3 depen. 1 e t-'. LA m D, 0 121 leluphrH s: 340_11 1 e ' 9 6 „0C- .. ••• _ • • Fax: .6_01 1 1 6 p o.3.. —... _ 'tubers , • • r Brace Information Seismic Brace Attachments move„ uld be • 1 1 Structure attachment fitting or tansron•onty bracing system: uttln. Length of brace: -- - -- C d 1 7 Q Za N Make' A 1 .� 0 -.. • _ Model: ,. Diameter of brace: 1 . • . - 3 .2. 1, 40 a Listed load rating' 1 Adjustud torso runny per 9.3.5.10.3 -- : . Typo of brace _ ../ In the • ,•:' - 6 T 44„e Sway brace (pipe attachment) Ruing: Angle of brace: Make: F P Model: 1 1 - ( t__ 1 _ _.._ (east radius of gy Q ' 4 a - l.ieted load rating 4 S Adju ,ted k�iad r per 9.3.5.10.3: !I � O 8 rl' sys_ Z► cro out of .: : IJR value.* . • - is re- Maximum horizontal toad: _14 Z' #1— Seismic Brace Assembly Detail (Provide detail on plans) _ 4-X16 3/ g 1.T Fastener Information AFc. 0 7 . 7 . wor eider Orientation of connecting surface: •• __ as re- ltt•I . q _ Fastener: �1 1 S/ 4 Type: r Ir1Yd11 be 1 t ® 36o t° 4 • ngittl- 4.14, Diameter: 3/4” " ' A F-4-0 III 4 7'a ;rte rat Length (in wood(: 4 t 1 4 �' /` s F � 0 4--1 Q t loud - • • - -- Brace Identification no. QQ awing Maximum load. (to bo used on colons) -_ S P Z ❑ Lateral brace _ _ [3�Longitudinal base • from '.. ..�. .1 and Sprinkler System Load Calculation [F = .__Wp (default is 0.5)] ttitltrt• Diameter Type Length (ft) Total (tt) Weight per ft Total Weight 4" S/ �o \S`�' 2o' 35' 1 . lb/ft , ,5 %ac lb attire. .._..._ Ic the fir/f1 _ lb . lb/II lb ;mlal. - -•• — --.. _..... .. - -, _.. ,. -.. tt+ard _ - lb/fl _ lb %•titre : Ibtft lb — rc- __...__ ... .- .. _ Total weight 24 lb r,, > 1.15 L1,71.*obb ' • ' Excludes lenston•only bracing systems 4t. - F• - L s % 2 :�nwl _ � FIC:L�RE A. 9.3•5(a) Seismic Brul•urt Calculation hurl,. a ' ! // 'book Automatic Sprinkler Systems Handbook 2002 0 ORE 1 r b / . .. ° 1 17, v• <til • EXPIRES: 4, '�...�