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FSS2018-0158 Washington St Apts Phase 2Description: WASHINGTON ST APTS / BCOM2018-0006 / FIRE SPRINKLER PHASE 2 Type: FIRE SPRINKLER Subtype: Status: FINALED Applied: 10/1/2018 AHI COMMERCIAL/INDUSTRIAL Approved: 10/15/2018 EGO Parcel No: 609040028 Site Address: 42800 WASHINGTON ST LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 11/19/2018 SSW Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/29/2019 crw Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 283 ?applied to Approved Approved to Issued Issued to Finaled 14 35 ADDITIONAL CHRONOLOGY • NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 (760)777-7000 ANGELA@SYMONSFP.0 OM BILL TO SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 (760)777-7000 ANGELA@SYMONSFP.0 OM CONTRACTOR SYMONS FIRE PROTECTION INC 12155 PAINE PLACE POWAY CA 92064 (760)777-7000 ANGELA@SYMONSFP.0 OM OWNER REDEVELOPMENT AGENCY CITY OF 78945 CALLE TAMPICO LA QUINTA CA 92253 (760)777-7000 Printed: Thursday, February 02, 2023 2:56:28 PM 1 of 6 WSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID Y BY FIRE SPRINKLER SYSTEMS 101-0000-42421 0 $234.00 $234.00 10/1/18 R39860 9532 CHECK SYMONS FIRE AHI COMMERCIAL/INDUSTR PROTECTION INC IAL FIRE SPRINKLER SYSTEMS 101-0000-42420 0 $390.00 $390.00 10/1/18 R39860 9532 CHECK SYMONS FIRE AHI COMMERCIAL/INDUSTR PROTECTION INC IAL PC Total Paid for FIRE FEES: $624.00 $624.00 RECORDS 101-0000-42416 0 $10.00 $10.00 10/1/18 R39860 9532 CHECK SYMONS FIRE AHI MANAGEMENT FEE PROTECTION INC Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 10/1/18 R39860 9532 CHECK SYMONS FIRE AHI ENHANCEMENT FEE PROTECTION INC Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 $639.00 SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE CO7DATE RESULT REMARKS NOTES OVERHEAD HYRO EGO 3/28/2019 4/10/2019 APPROVED OVERHEAD ROUGH PIPING EGO 4/10/2019 4/10/2019 APPROVED FIRE FINAL" KHET 8/29/2019 1 8/29/2019 APPROVED Printed: Thursday, February 02, 2023 2:56:28 PM 2 of 6 WSYSiEMS 1ST PERMIT TECH (1 DAY) AARON HICKSON 10/15/2018 Miguel Carlos Symons Fire Protection 12155 Paine PI. Poway, CA 92064 Re: Fire Sprinkler Plan Review — Washington Street Apartments Common's Building Ph. I FSS2018-0158 42800 Washington St. La Quinta, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department — Office of the Fire Marshal personnel and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) The completed Contractor's Material and Test Certificate for Aboveground Piping shall be provided to the fire inspector prior to a final inspection. 3) A copy of NFPA 25 shall be provided to building owner at final inspection. 4) Permanently marked identification signs shall be attached to all control valves. Printed: Thursday, February 02, 2023 2:56:28 PM 3 of 6 RWSYSiEMS 1ST FIRE (2 WK) EDGAR GONZALEZ 10/1/2018 10/15/2018 10/15/2018 APPROVED - CONDITIONS 5) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 6) Provide for 24 hour monitoring of the sprinkler alarm system. 7) The following inspections/tests are required to be witnessed by Office of the Fire Marshal staff: a) Overhead Rough: All installed/relocated piping must be visible. b) Overhead Hydro: Entire system shall be hydrostatically tested at a minimum of 200 psi for 2 hours. c) Underground Supply Flush: Flush of the underground supply line until clear of all debris and to the satisfaction of the inspector. d) Final inspection: Water -flow signal test as performed from the inspector test valve. As -Built plans required to be maintained on site as approved by the inspector. General Information sign and Hydraulic Calculation plate(s) affixed to riser and engraved with information in a permanent fashion. Title 19 "New" system tag affixed to riser. NOTE: The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground supply pipe, prior to connection to the above ground sprinkler piping. The Fire Department approved plans, job card and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least Printed: Thursday, February 02, 2023 2:56:28 PM 4 of 6 RWSYSiEMS 72 hours in advance and may be arranged by calling (760)777-7131 SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist BOND INFORMATION Attachment Type CREATED OWNER ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSS2018-0158- FSS2018-0158- WASHINGTON STREET WASHINGTON STREET APARTMENTS APARTMENTS DOC 10/15/2018 EDGAR GONZALEZ COMMONS PH. 2 - COMMONS PH. 2 - 1 42800 WASHINGTON 42800 WASHINGTON ST. - FIRE SPRINKLER ST. - FIRE SPRINKLER (COA).docx (COA).docx DOC 12/29/2021 JULIA AGGREH FSS2018-0158 42800 FSS2018-0158 42800 0 Washington St.pdf Washington St.pdf DOC 12/29/2021 JULIA AGGREH Fire Review Fire Review 0 Application.pdf Application.pdf Fire Sprinkler Plan Fire Sprinkler Plan DOC 12/29/2021 JULIA AGGREH 0 Review Ltr_Signed.pdf Review Ltr_Signed.pdf Printed: Thursday, February 02, 2023 2:56:28 PM 5 of 6 WSYSiEMS Printed: Thursday, February 02, 2023 2:56:28 PM 6 of 6 WSYSiEMS FITNESS 3 'tnF rr.n+-Inr. rl r. n-r,..n---..-..,-------- ....................... _.. ------- .. . ry _ - II Fi .p■ w 9 13 �__-�__ - - __---------- - -r t� s� n 17-, E fR C VUJr,) W- E o 2 II f= CI ap�6POC60pQC]CP � 1'! ` I Y _ ooaenvaaoa>�oao© '� f _ aaaa:sooaaaaoaaco< _10 0± U10 ■ }�V55 2 00,E - '30 B a•f h� I ¢ ]I II # C.; }'--'t I if ,4 7l F- %may L7' I ■ I s , n❑oaa000c�c ac,oa noa �orraencooaoar oaaaoflaoodraaoa S 1 � ❑apOOdp bCCs0440 � J r kn . _..... . �_.?�III...... ) ...[DG0G... ....�� s: ]11 .. pp GGG ^_I IIL�0S�f 3yv3cao v �' ticod t � v 1'f��Sj r- F E� i 0 -0+ i PROPOSED i- COMMONS a. I�I P BUILDING n MULTI PURPOSE RMRM 2" 1=VG E[--e� -f 0 R GV :") I.EJ-1e FIFE FR15EiR 211 E�I_oi C;MNO'R4\\TES 1. THIS FLAN DETAILS THE FIRE 5PRINKLER 5YSTEM FOR: WA541WSTON 5TREET COl IMON5 BUILDING PHASE 2 42800 WA514INGTON STREET LA QUINTA, CA 52203 2. COMMONS BUILDING TO BE HYDRAULICALLY CALCULATED TO (JO GPM11500 SOFT), LWT HAZARD, WITH A WEAD SPACING OF 2104 MAX T{ 4ROUG40UT. MICK R;=SPODE HFAD5 TO 5E U5ED IN THROUC*iOUT. 3. 5UILDINCx AREA: 2,56'1>a v C0MM0N5 BLDG. 4. OCCUPANCY: A3 (FULLY 6PIRINKLERED) a C01'1l'iON5 BLDG. 5. BUILDING CONSTRUCTION TYPE: TYPE VB b. ALL FIRE SPRINKLER SYSTEM DESIGN AND INSTALLATION TO BE IN ACCORDANCE NITP #D.B.G_, NFPA 13 (201ro sd_) 6TANDAiRD6 AND LA G2UlINTA Flf� QEPARTMERIT PUBL151�ED REQUIREi1Ei+lTS. 7. MAIN FITTING NOTES: A. ALL SPRINKLER RI5)=R to be D1TlA'`LOW. ALL MAINS TO BE BLAZEMASTER CPVC. B. ALL MAIN OUTLETS TO BE I3LAZEMA6TFR CPVC. C. ALL MAIN FITTWiS TO 5E 5LAZEMA5TER CPIC. 8, BRANCP LINE RTTIW_z NO T E5: A. BRANCW LNE PIPING and FIT€NC*S TO BE BLAZEMASTER CPVC. 9. ALL FIRE SPRINKLER SYSTEM EQUIF'IENT TO BE 10EWRITER LADORATCRY (UL) L15TED AND CON51STENT KITH NFPA 13. 10. ALL PIPE HANCzERS TO BE IN ACCORDANCE WITl4 NFPA 13 (3.1) SEE DETAILS. 11. ALL SWAY (EARTHQUAKE) BRACING SIZE, LOCATION, SPACING, AND CONNECTIONS TO 13E IN ACCORDANCE WITH NFPA 13 ALL MAIN5 AND BRACHLINE5 F1UNG AT V OR LE55 ARE NOT REQUIRED to be LATERALLY SWAY BRACED, LONGITUDINAL SWAY 5R4r€NG ON ALL MAINS REGARDLE55. 12. ALL ELECTRICAL WIRING OF ALARI'15 ANDIOR SUPERVISORY Sk ITHFS ASSOCIATED WITH' TiaE FIRE SPRINKLER 5Y37EM TO BE PERFCRI'1ED BY OTHER5, PRIOR TO FINAL IN5PECT€0N. 13. PIFM TO BE FLUSWED AND NYDR05TATIGALLY TE57ED AT 200 psi FOR THO WOUR5 IN ACCORDANCE KITH NFPA 24 AND LOCAL AITPORITY REQUIREMNTS PRIOR TO CONNECTING 74 OVER2,I=AD 5FIRIWLER PIPING-. 14, 5YMCN5 FIRE PROTECTION, INC. POINT OF CO%1 ECTIOK to be AT 12' A.F.F 5U LDXG DATA AND CODS ANAL` &S Existing General Plan Designation: Medium Density Residential (MDR) Existing Zoning Designation: Medium Density Res€dentiM (MR) Existing Specific Plan Designation-- N/A Existing Land Usr:: Multi -family Residential Proposed Land Use: Mutti-family Residential Total Gross Site Area. 289.238 sf (6.64 acres) Total Net Site Area: 266,151 sf (6.11 acres) Total Site Building Area: 67.595 sf Total Parking Area: 20,815 sf (7.82% of Net Site Area) Total Landscaped ,area: 77,398 sf Total Active Recreation area: 9,216 sf (11.90% of Total Landscaped Areas) Greatest Number of Stories. One Typical Renovated Buildings A,B,C,D,E,G,H,.i Floor Area° 4,962sf Renovated Building F Floor Area (with Laundry room)- 5,083 sf New Building K Floor Area: 4:119 sf New Building L Floor Area: 5,595 sf New Building M Floor Area! 5,363 sf New BuIlding N Floor Area: 4,223 sf *New Laundry/Maintenance B Alding Floor Area; 965 sf *New Commons Building Floor Arca: 2,567 sf Typical Renovated 1-3ed Unit: 613 sf Typical New 1-Bed Unit: 683 sf New 2-Bed Unit. 1,181 sf New 3-Bed Unit: 1,330 sf I' Greatest Building Height: 26'-0" I,. Occupancy Classification: R-2. A-3, B , Construction Type, V-B Building Code Data This project shall comply ►rstith the 2016 California Building Code. which adopts the 2015 IBC, 2015 UIVIG, 2015 LJRC and the 2014 NEC. Governing Codes: 2016 California Building Code (CDC) 2016 California Mechanical Code (CMC) 2016 CaEifornia Plumbing Code{CPC) 2016 California Electrical Cade (CEC) 2016 California Energy Cade (CEC) 2016 California Fire Code (CFC) - 2016 California Green Building Code (+CALGreen) t,� THE: FiIUEFt$It7 i; CQLNFIRE LIE pAFITM ENT �APOVAL~ I VE \1 l WAS REVIEWED AND APPROVE17 THE PLANS ASSOCIATED .S WiTM THE PERMIT/CASE IT,•CASE NUMBER LISTS❑ OCT 0 1 2018 9 �7 'x ` 4 y ' I' EXISTING sELOAN AIS SUSJJF r TO IS VALID rE O T YEAp "7 AIYU IS BllBJEGT TO OOMPLlANGS WeTH ;. APPLICASLE CODES FROM TIME OF APFROVAL C-TY OF LA f UINTA I AND RE4Uli}Ea PIELO INS PEc71d1V6.COR a i ( BUILDING 11 r'~. `• 1 I]ATE:Jp-/S-i PERM17 BE # v IQ 1 SY6TF11 DE&CON NOTES ;. I. COMMONS BUILDING 15 DESIGNEDPOR LIGHT1-44ZARD COVERED KOL AREA POOL EQUIP. I- �l I 1----I I I I E I�--i Y I -I I I-] 1 I• -I I I--i I I---1 1 II I II I IE 1 EI I I1 I 1l E II I I• ----I I I3 I lI I 1I I l I I 1r E II I l--I I II I I SECTION CUT &GALE: 3132"O-Om OCCL]PANCY 00 Gl=M/I500 5.F.� WITH I00 GPM OUTSIDE H05E. 2. CCMMONa 514-PING 210 5F, MAX. PER STANDARD HErAD. ,__, �._ - ., .. t t COI" MONS 15U[LDING 15 C01'•1BL15T€BL UNOBSTRUCTEQ �i-1 -- D.� G s nc s"� 755I5 No leyltane EastD ;A i. :_ALL_ .. Palm F •� ! " � It >._.� • ° 4 1 I � E3or`i2stiC V4lat:f3r System Flr�rav Analysis I kk ' C '! $ @ t $ �' [ ,_s. Domestic Water system Flaw Analysis (HydrauI1c. Model) I Requested 8y: SYMON5 FIR£ PROTECTION - � Date: 5�16118 L Address! 32I55 PAINS PLACE aPN: 609040007609044d23 1 ?-- `-- ---- s i� �� iak � � t ; �� i� � $ ! r €� : ' PO W AY, CA 92064 -._..�_.._..__............ Rsq. Fire Flaw: LSOt]gprn at 217psi tort hours. CorstactAN£[AZJAAYA Project Name; WASHINGTON5TREETAPARTMENTS V� C I fNOT TOSGAL0 y. r i � + G i ^ ; # I Phone : 5 i9-5$$-6354 __._ .._._.._. - �If' d - � --+ � - i'. 3 � - a� _E Email:: angela�syrt;ansfp.cnm Cell: , •- '�'r., r. -�: I", �� t in'll � � 3 , �'S � e � ray .i ! --_ __.... �� "a A ,•+' - # I J • : Doestl'c Water System 1 hiyDRANT ON HIDDEN RIVER ROAD FO R VAS[ IINGTON APARTMENTS, PZ I$-8919, aF0 5-i-18-� Country Club Dr. 1 rn I Flow Arlalysiy Location, .. FF�1 __ •,x. v -' I• � >` � � � � E Eli a 3,� { � ! � I , i "MDdel:lnforinatlan ' p: --- Re uested • i ��I = MWAnalysis 0"criptlan q fir: �' Tesi I Test 2 Test 3 Test a Flow pamestt[ - Elevation lrt): 126.5 - -- system flow ' - i Stead State, D namic si : 9Z.91 None !available j { tools Ln. ..'F Ii i il� Y y tp ) - 1 Residual Pressure (psi): 96.2E3 without j F-- exceeding I u7 r - --- ova Tested;gpm): i p i3tt NIA CVWD's a Sft Location Fro ae ---- --- - - - - - - - -- E e A: IA criteria. rn Y ... _.._ Combined TotaE: N 1 j J _1 m j Tested Model Junction: J183Z _ r t r�-am••�,, Duration: 2 hours - - -- -- - 1 .; Fire Flaw Analysis 1 _ • LL Demon ton FGuns: PeakDay Demand PDL7 r x _3.1 hydrant f ___ Reservd rr aoJLeuel Ss): 5G94; iz.7' - --- - Fred Waring Dr. iG EO -2 5-7-1 & r l Pumps p2rating ND's: Pumps firs Pressvrr+Zone and iiGL: Vailey4335'j IhlF: ?4339$ eP2 t8 89 . J Model- I Hidden River FF-ar'WD DosnesticWater_01•J.6.16 !. TEC11. Ruben Miles Ave. -�' t:4mments:.� The domestic water system ]s capable of prav#d#ng 730 gpm for 2 hours that sati5fie, CV1n1U's minilTTgm pressure, � 1 velaclty, and%or head lobs criteria: This simulated system flow ana}ysis may not Intlude all facilities that may be I required far: this developmentl9roject, Please -cheek with Development Services far further information on all 1 h�orth _ required facilities. The theoretieni flaw to drop the residual pressure to ZU psi is greater than 5,000 giam. Please i. Rate the ttiearefical ffoVu euceeiis _V1W R's dmiM crifMa on the domestic water mtwaric �- _ OF 7�4� L 4 NFL) r�Ji� SrNrC� S 7"S i €t"I These results are based an hydraulic modelling and not a guarantee that CVW D s domestic water system wlp have the capacity t❑ .. Y.'k1 Arc nl,r'-_•:��` r- - _ 0 rqq AA 4C iSJ !:, , � ! 1 r ------ - _- -- - - - - --------- - -- . - .. _ -.. -- supply ,,eater to the praje�t at the flows Dr pressures indicated_ it is iMportant So nose [hat €lie capacity of the on -site lire system, ,V]�a'^ r V.l�_}=. � )3! 2016 E0 1 * f �� for a �� Cam(" +'1'�ON r� � r x��r F J� L l koW TEST NOT TO 5CALF �ON(RACTOR NO, w ��rL +� Ln Q moo tW to zy � N X W3 CY n � m w Z a O LU WJ 0 z D a [!� r a W � r � L z U a z O U y W O p a LO J N � N I M Ln U r J ko d x D x J ` o ❑ L] L N (Ll l?� V, < UJ 0 Q 07 LU t rf) # W L3 ❑ t Q W D W 00 00 Z Ln d C) Lei W Ln U L N 1- ILL IN W Ln CL W CL CA W H WLLJ W W m V OTC i'r3 za ,.//. rf OC a Z O04 F_S" Z a Z o sU U F st = Q LU H" z L) v Uri a;� L) U a W 5; U Z ccoo o 03 C W U V r > 0 V Wa 4 Z z Z a DATE ; 09-014-2018 SCALE: AS NOTED DRAWN BY. iBARRA JOB NO, 18-0204 SHEET NO. FP1 OF FP2 10 I-) i cT 10 rA CPVC TO STEEL ADPTRS• GONT. FROM GROTTO PIPING. ST EL PIPE WITH SSU's IN THIS Gro#tfl o��l II ��o to 2" DEF. DISTA -1 11 :1 I Office�r I - _.... jj _. - CV _ ay.._• --==-� Therapy Cam A - i Room - u# r { LJ itness I Lq Therapy I rl 9 y o `� I Room i V €� F"I"L+i i.trt t -,-, W g� -3 > AML Below AML $ % 1. 15 8 5 � f i Ln� f 1rJ 7'-6 s C_3 , I L::r`: �•• i - Orr ntry HallPEN00 t -3' —5'—° _7'--.— -- to71 �I f 4'� I AV xo I I N IJ — I UP 4' FT 5' 9 3' . 3-72 3' g ' 10491 , 5 Vllashroom Washroom.- i ' 0" 491 OFP 7 -iI 0 EL=F3' r r, - - ......... ......_...... 3..., F - TE1; - - � FT f i �' __--;u EL=151 EL 13 EL=X2 4 IS)MR W 21/2"F 83 r 1 ', • . V 3' FT s o. ' 11 2 1 lit - 015 DN 2' FT ,L=ia 'S 0 Plumbing/ ,.. - 4 j4Ch ire g' 05r �e • o UP — 6 c+i STRUCTURAL MEMBER (AS OCCURS-2x4 MIN.) SAMMY SWG SIDEWINDER OR APRPROVED EQUAL WIDE_ SLAW SUE SING 20 1/4% 2' 5= 28W3W 5111Vx 2 1 (TOLCO) 3/8' THREADED ROD— (TOLGO) HANGER RING — PIPE —MAX SIZE PER TABLE z�N ;omputer Lounge THREADED Below (TOLCO) HANGER RING Entry Hall Below i i• Ijj w 0- V, q C7 J Washroom Washroom Q tr � Below Below 2--1 0 d Cn doll TCONEAILED SPACE AREA I ry'��rluy r—o1i 1 1 C3 HEADS TO SPRIG -UP FR CPVC 0 5 l O 1 5 PIPE BELOW TO 4" MAX DIF Cl'OR �-n liT3TCE FROM B(JJ. THIS REA Multi -Purpose - # � �� .L=3' �4 - ��• ----.Room Electrical � + L(f��t}I�7 ri(�=Jy�}5--, .� _ I� _ I i / ''L� i � .` Jam• tl� l '�-- I -�..II 3�J f 9-Ct .- yy (/�� (n� f overOutdo or Area ¢a c4� EIS 10 m J tT 3 r FT 4 , i ' ` - �• -., - � 1 r 5 Storage Ate. Aft •' 17 1 tam ti : • , •. :, - - �`---- - ` D D — f1 a 1 REt 10TE AREA 1 210 SF/Hp MAX COMMONS BLDG PIPING FLOOR PLAN .10 r_)ENSITY 1021 6.F_ 3 /16rf-1 r-0R I _ Q LiJ c� 0 0 COMMONS BLDG PHASE 2 PIPE LEGEND - - - _- -- REPRESENTS 2" CPVC -REPRESENTS 1. 1/4" CPVC ALL OTHER PIPE NOTED ff i REPRESENTS LINE PITCH IN ALL SLOPED OF CLG CHANGE CLG'S DO NOT EXCEED 4I IZ s BUILD ROUGH FTNAL' NOTES comm.: PIumbin f ■ Fire 44 3/16if= r-01 , x 45-,59- 1 STRUCTURAL MEMBER I (AS OCCURS-Zx4 MIN.) SAMmy CST SCREW OR APPROVED EQUAL MAX WAM IFFE an $a asr xo I/4•e r :r osT I za-3eo s/se•: 21 4• 1 PIPE -MAX SIZE PER TABLE SOLID WOOD J016T ATTACLIHFNT5 NOT TO SCALE (T9LC0 950) SW9VEL FTTTIkG STEEL Aril F'0 (AFCON 035) �— MODEL K ' L (l0LC9 4L) GLAAIP TYPICAL FOR LONGITUDINAL TYPICAL FOR LATERAL fC.P.Y.C. I C-P-V.C. (AMCON OK) SWAY BRACE FITTING o {AFCON 077) �(AFOC)N 079) C.P_V.G- CAP __.._ SWIVEL FITTING LATERAL E4@ SWIVEL FITTING` it LONGITUDINAL FOS ON C.P.V.C. ON C.P.V.C. In"I Latxal Asun*ly at closest poaalMe location an alde outlet n[We of equal p1pe We to main. �� sE 181"i IC SRAcE ATTACH3"1ENT TO PIPE ARGCO HANr-zER Sfi�EGIPICA T IONS G-P.v _ MAX. WANCaER FABTENEIR HEX PIPE SIZE SPACR42 GFT.t HEAD SIZE 314' _ 51/2 5A6 ULIJSTEDHANGERSFORC,P.V,C.PJASnCPIPE MEE7SOREXCEEOSTHERE01REMA NTSGF N.F.P.0.13.13R.&I3t1MTEMS. 1. 1 5116 HAROENE04iE><f1EACSELFiI[REAOINGSCREW iSI URNISHEOMITHTHE'HANGERANDISTHE MiHgAUMIFASTENERSIZEJICCEPTABLE t 1�¢" b I� 5nb r 1R• i $116 9" 8 Bill& I AFCON515HANGER HARDENED HEMH EADSEIFIHR UDI NGSCREW ISFUR N1SHLOWTH THEHANGERAH DISTIIE i.UNiMOWFASTENERS12EACCEPTA OLE 0 HAM MEDHM EADSELFIHR EADINGSCREW I SFURHISH EDV47HTHE H ANCERANDISTHE MINIM UMI'ASTENERRZEACCEPTABLE I HARUENMRM EADSELr7HREADINGSCREw ISFU RNESHEDVATHTHEHANGERANDISTHE MJN IMUMFASTENERS ZEACCEPTABLE J I I 0 I CPVCAODEILEFASTE4ERSTRAPTYPETIRNCER CAYGDOUGLEFASTENERSTRARTYPEHANGER Ip •N0BL0CK"TYPEHANL3ERl1.L JSTED TWOHOLESTRAP SIDEMOUf TSTRAP 'NOBLOCK••HANCER T.O.R EL=10' '4-WAY SWAY BRACE J300LB. WATER GUAGE 2" DRAIN FLOW SWITCH .. 4" CHECK VALVE B.O.R. EL=3` CONRIONS TRANSITION FROM AMES IBR TO STEEL 5'FT OF 4" (SWEEP) TRANSITION FROM PVC TO DUCTILE IRON HYDRAULIC SYSTEM This bulldirk� Is protected by a WS&4 lf"11l Designed Automatic 5prirkJer System Location COMMONS BUILDING PHASE 2 Sprinkler Information TOTAL NUMBER OF SPRINKLERS 57 NUMBER OF FLOWING SPRINKLERS MANUFACTURE IYGQ MODEL I TY-FRB TY323 QUICK RESPONSE 1 2° ORIFICE 15.6 KJAGT0R Basis of Design STRNDARD NFPA 13, 2016 EDITION HAZARD GROUP I EIGHT HAZARD DENSIrr .10 GPM/so. rT. DESIGNED AREA OF DISCHARGE 1621 54. FT. System Demand GPM DEMAND AT THE 254.9 GPM BASE OF THE RISER REDUAL PRESSURE BASE OF THE RISER AT THE 50.3 P� GPM DEMAND AT THE 354.9 GPM WATER SUPPLY SOURCE WATER SUPPLY SOURCE RESIDUAL PRESSURE AT THE 62.1 P51 HOSE STREAM ALLOWANCE 0nr� GPM INS16E GPM TOTAL REMOTE SPRINKLER FLOW 22.5 o-m ®16.1 Ps SYMON5 FIRE PROTECTION, INC. FIRE SPRINKLER LEGENE) SYM MAKE AND MODEL SI# SPACING K-FAC SIZE TEMP TYPE FINISH CANOPY CTY i T`rC,0 SERIES RFII TY5551 2100 5.6 1/2 165° 55i*' Wl-IITE WN1CNCLD 2 T,I"CC SERIES TY211Bcj 11 gpgp* 4.2 1/2 200' 55U BRASS - 6 T T C4 SERIES T'�`-FRB T`T-323 210E 5.a t/2 200' SSP CNRuI CHIRECE56 23 0 TYCO SERIES T1'-PRE3 TY313 130* 5.& 1/2 2000 5BU BRASS - 4 Total Sprinklers This Sheet 5� �RACTop* l NC. gam¢ C4 0 R �N �00 0 to x- Scow 03SN300 LO W T�. LU z 4 ` z Ln V W I r z 2 r Q a LU�w Joe i LL ~ LLI d' a a Nd p J � r a � I� } ['7 ❑ t1] N � LL En LL' Ln , L 0 r 5 5 L N 0) a d z Q LU Ly IL ♦ LO l.J ❑ Q CO co _ W to Z Ln ^� L ,—, 0- M cal LU �r LO iL CSI IW a CL IIY Ll1 V7 Q LLI W ; 4A w ui J— DC ~'o>—e Zry J z Z W Z d v = Z 8 F Q U CP. [L Z � a U � _ x 2 LU = co c V_j a� M> U 2 o z z 0 a a U a DATE : 09-014-2018 SCALE : AS NOTED DRAWN BY: iBARRA JOB NO. 1 S-0204 SHEET NO. JFP2 OF FP2 r �.S�T�" ��y.� f Et3T-C?! Mf G \ f4f. 12155 PAINE PLACE POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS PHASE 2 FILE NUMBER: 1 "204 DATE: September 14, 2018 -DESIGN DATA - OCCUPANCY CLASSIFICATION: LIGHT HAZARD DENSITY: A 0 gpm/ 1621 sq.fl. AREA OF APLICATION: COMMONS BUILDING COVERAGE PER SPRINKLER: 225 sq.k NUMBER OF SPRINKLERS: I 1 SPRINKLERS TOTAL SPRINKLER WATER FLOW REQUIRED: 254.9 gpm TOTAL WATER REQUIRED (including hose): 354.9 gpm FLOW AND PRESSURE (@ BOR): 254.9 gpm @ 50.3 psi SPRINKLER ORIFICE SIZE: ''/z" inch NAME OF CONTRACTOR: SYMONS FIRE PROTECTION, INC. DESIGN/ LAYOUT: FRANCISCO IBARRA' AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPARTMENT C " CONTRACTOR CERTIFICATION NUMBER: C 16-682025 O C 7 0 r 2018 WATER DEPARTMENT. COACHELLA VALLEY WATER DISTRICT CITY OF LA Quit4l`Y4 CONTACT: RUBEN M. COMMUNITY r3EVELOPI+IENT WATER PRESSURE INFORMATION: 92 psi STATIC 90 psi RESD 730 gpm FLOW CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 438071930) HRS SYSTEMS, INC. �x SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE 9/14/2018AM FILES\HRS SYSTEMSIHASS87\HA88 DATAy18-0204-COMM-PH2.SDF JOB TITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS. PRESS. @ TAG (PSI) (PSI) (GPM) SRC 92.0 90.0 730.0 AGGREGATE FLOW ANALYSIS: AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) 91.5 354.9 62.1 TOTAL FLOW AT SOURCE 354.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 254.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 17.0 K= 5.60 16.1 22.5 102 15.0 K= 5.60 17.4 23.4 103 13.0 K= 5.60 20.1 25.1 104 17.0 K= 5.60 18.3 24.0 105 15.0 K= 5.60 19.4 24.7 106 13.0 K= 5.60 22.6 26.6 107 15.0 K= 5.60 17.6 23.5 108 13.0 K= 5.60 19.1 24.5 109 12.0 K= 5.60 21.4 25.9 110 13.0 K= 5.60 38.5 34.7 I11 12.0 - - - - 40.3 - - - 5 10.0 - - - - 37.3 - - - 4 10.0 - - - - 38.2 - - - 3 10.0 - - - - 41.9 - - - 2 10.0 - - - - 46.4 - - - 1 10.0 - - - - 46.6 - - - TOR 10.0 - - - - 47.0 - - - BOR 3.0 - - - - 50.3 - - - U.2 -3.0 - - - - 53.3 - - - U.1 -3.0 - - - - 54.4 - - - DA 3.0 - - - - 52.3 - - - DC 3.0 - - - - 59.3 - - - SRC -3.0 SOURCE 62.1 254.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/14/201SAM FILESIHRS SYSTEMSIHASS87`1iASS DATA118-0204-COMM-PH2.SDF JOB tITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 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 -22.5 1.394 PL 11.00 PF 0.4 101 17.0 5.6 16.1 22.5 4.7 150 FTG E PE 0.9 102 15.0 5.6 17.4 23.4 0.027 TL 14.80 PV Pipe: 2 -45.9 1.394 PL 11.00 PF 1.8 102 15.0 5.6 17.4 23.4 9.6 150 FTG T PE 0.9 103 13.0 5.6 20.1 25.1 0.100 TL 18.30 PV Pipe: 3 6.4 1.394 PL 11.00 PF 0.0 103 13.0 5.6 20.1 25.1 1.3 150 FTG T PE -1.7 104 17.0 5.6 18.3 24.0 0.003 TL 18.30 PV Pipe: 4 -77.4 1.394 PL 41.50 PF 15.9 103 13.0 5.6 20.1 25.1 16.3 150 FTG 3ET PE 1.3 5 10.0 0.0 37.3 C.D 0.264 TL 60.20 PV Pipe: 5 -17.6 1.394 PL 10.00 PF 0.2 104 17.0 5.6 18.3 24.0 3.7 150 FTG E PE 0.9 105 15.0 5.6 19.4 24.7 0.017 TL 13.80 PV Pipe: 6 -42.2 1.394 PL 12.50 PF 2.4 105 15.0 5.6 19.4 24.7 8.9 150 FTG 2ET PE 0.9 106 13.0 5.6 22.6 26.6 0.096 TL 27.40 PV Pipe: 7 -68.9 1.394 PL 44.00 PF 14.1 106 13.0 5.6 22.6 26.6 14.5 150 FTG 4ET PE 1.3 4 10.0 0.0 38.1 0.0 0.212 TL 66.50 PV Pipe: 8 -23.5 1.394 PL 10.00 PF 0.6 107 15.0 5.6 17.6 23.5 4.9 150 FTG 3E PE 0.9 108 13.0 5.6 19.1 24.5 0.029 TL 21.40 PV Pipe: 9 -48.0 1.394 PL 9.50 PF 1.8 108 13.0 5.6 19.1 24.5 10.1 150 FTG T PE 0.4 109 12.0 5.6 21.4 25.9 0.109 TL 16.80 PV Pipe: 10 -73.9 1.394 PL 43.50 PF 19.6 109 12.0 5.6 21.4 25.9 15.5 150 FTG 8ET PE 0.9 3 10.0 0.0 41.9 0.0 0.242 TL 81.20 PV Pipe: 11 -34.7 1.394 PL 12.50 PF 1.4 110 13.0 5.6 38.5 34.7 7.3 150 FTG 3E PE 0.4 111 12.0 0.0 40.3 0.0 0.060 TL 23.90 PV Pipe: 12 -34.7 1.394 PL 52.00 PF 5.1 111 12.0 0.0 40.3 0.0 7.3 150 FTG 7ET PE 0.9 2 10.0 0.0 46.4 0.0 0.060 TL 85.90 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/14/2018AM FILESIHRS SYSTEMSIHASS87\HASS DATA118-0204-COMM-PH2_SDF JOB '1ITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 PIPE TAG ¢(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 -77.4 2.003 PL 6.50 PF 0.8 5 10.0 0.0 37.3 0.0 7.9 150 FTG 2E PE 0.0 4 10.0 0.0 38.1 0.0 0.045 TL 17.90 PV Pipe: 14 -146.3 2.003 PL 14.00 PF 3.8 4 10.0 0.0 38.1 0,0 14.9 150 FTG T PE 0.0 3 10.0 0.0 41.9 0,0 0.146 TL 26.00 PV Pipe: 15 -220.2 2.003 PL 3.00 PF 4.7 3 10.0 0.0 41.9 0.0 22.4 150 FTG T PE 0.0 1 10.0 0.0 46.6 0.0 0.312 TL 15.00 PV Pipe: 16 -34.7 2.003 PL 8.00 PF 0.2 2 10.0 0.0 46.4 0.0 3.5 150 FTG T PE 0.0 1 10.0 0.0 46.6 0.0 0.010 TL 20.00 PV Pipe: 17 -254.9 4.260 PL 3.00 PF 0.4 1 10.0 0.0 46.6 0.0 5.7 150 FTG T PE 0.0 TOR 10.0 0.0 47.0 0.0 0.010 TL 42.29 PV Pipe: 18 -254.9 4.260 PL 7.00 PF 0.3 TOR 10.D 0.0 47.0 0.0 5.7 120 FTG E PE 3.0 BOR 3.0 0.0 50.3 0.0 0.016 TL 20.00 PV Pipe: 19 -254.9 4.220 PL 6.00 PF 0.3 BOR 3.0 010 50.3 0.0 5.8 120 FTG E PE 2.6 U.2 -3.0 0.0 53.3 0.0 0.016 TL 18.58 PV Pipe: 2D -254.9 4.240 PL 45.00 PF 1.1 U.2 -3.0 0.0 53.3 0.0 5.8 120 FTG 2E PE 0.0 U.1 -3.0 0.0 54.4 0.0 0.016 TL 70.74 PV Pipe: 21 -254.9 6.080 PL 118.00 PF 0.5 U.1 -3.0 0.0 54.4 0.0 2.8 120 FTG 2ET PE -2.6 DA 3.0 0.0 52.3 0.0 0.003 TL 176.70 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE DC 3.0 0.0 59.3 0.0 7.0 psi, 254.9 gpm DA 3.0 0.0 52.3 0.0 Pipe: 23 -254.9 6.080 PL 50.00 PF 0.2 DC 3.0 0.0 59.3 0.0 2.8 140 FTG TG PE 2.6 SRC -3.0 SRCE 62.1 (N/A) 0.002 TL 94.42 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/14/2018AM FILESIHRS SYSTEMS\HASS871HASS DATAi18-0204-COMM-PH2.SDF JOB 'TITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 NOTES (HASS). (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 38071930 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.066 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 22.4 ftlsec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 91.26 psi with a flow of 427.03 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * 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 DPVly N PTee 4.220 12.58 25.15 7.55 27.67 15.09 2.52 25.15 25.15 25.15 4.240 12.87 25.74 7.72 28.31 15.44 2.57 25.74 25.74 25.74 6.080 14.17 30.36 9.11 32.39 10.12 3.04 28.34 28.34 30.36 PAGE: 8 MATERIAL: THNWL HWC: 120 ❑iameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet {in) F E T R K C G F45 Ell Tee RunT Kplg ChkVly Gate 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 911412D1$AM FILESIHRS SYSTEMSIHASS87\HASS DATA\18-0204-COMM-PH2.SDF JOB 'TITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 WATER SUPPLY ANALYSIS Static: 92.00 psi Resid: 90.00 psi Flow: 730.0 gpm 100.0 C 80.0 G A U 60.0 G E P 40.0 R E S S 20.0 U R E 0.0 { p s -14.7 LEGEND i Available pressure 91.47 psi @ 354.9 gpm It Required pressure 62.07 psi @ 354.9 gpm It Avail. OnSite Demand Press. 91.47 psi @ 254.9 gpm Req. OnSite Demand Press. 62.07 psi @ 254.9 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source i 160240 320 400 480 560 640 720 800 FLOW (GPM) } Note: (1] Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE_ 9/14/2018AM FILES\HRS SYSTEMSIHASS871HASS DATA\18-0204-COMM-PH2.SDF JOB $ITLE: WASHINGTON STREET COMMONS BUILDING PHASE 2 WATER SUPPLY CURVE 9G+ I *11111111101111111111111111111111111 I [-90.0 psi @ 730 gpm 88+ Flow Test Point I I I 80+ I I I 72+ I I I P G4+ R I x E 5 1 S 56+ U I R I E I 48+ t I P S 140+ i I I I 32+ I I I 24+ I i 16+ LEGEND I " I x = Required Water Supply " 1 62.07 psi @ 354.9 gpm " 8+ " 1 0 = Available Water Supply " I 91.47 psi @ 354.9 gpm " I " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Worldwide I www.tyco-fire.com Contacts Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard coverage Genera! Description The TYCO Series TY FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling, This recessed pendent sprinkler uses one of the following: • A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 518 inch (15,9 mm) from the flush pendent position. • A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY-FRB Sprinklers are described In Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP70O for the `INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. CEM The TYCO Serfes TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition, The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 ....... Upright 5.6K, 112" NPT TY323 ...... Pendent5.6K, 112"NPT Technical Data Approvals UL and C-UL Listed FM and VdS Approved CE Certified Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)* The maximum working pressure of 250 psi (17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL). Discharge Coefficient K=5.6 GPMIpsi"2 (80,6 LPM/barl12) Temperature Rating 135`F (57°C) 155-F(68-C) 175'F (79°C) 200°F (93.0) 286-F (141°C) Finishes Sprinkler: Natural Brass, Chrome Plated, Pure White (RAL 9010) and Signal White (RAL 9003). Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ................... Bronze Button .............. BrassiCopper Sealing Assembly......... Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector ................. Bronze Page 1 of 4 JANUARY 2013 TFP172 7FP172 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame 4 Bulb indicated on Deflector, can be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 112' 7116' (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR * SEATING SURFACE NPT** NOMINAL MAKE -IN ESCUTCHEON 6* 5 7116' 4 NOMINAL MAKE -IN (50,8 mm) 2 2. I 49 81 3 (50,8 mm) .jL f3,mj I WRENCH FLATS 112" NPT** DEFLECTOR ` �— - 2-718" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 1121NCH NPT, QUICK RESPONSE WRENCH RECESS (USE ONLY END 'A') FIGURE 2 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there Is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135'F j57°Cj and 3132 inch (2,4 mm) for the 286°F (141*C) temperature ratings. A leak -tight 112 inch N PT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft: Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY-FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W Type 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FIRS Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the W Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft: lbs. {9,5 to 19.0 N mJ. Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that It controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. TFP172 Page 3 of 4 2-718" DIA. (73,0 mm) 2-1/4" DIA. FACE OF (57,2 mm) SPRINKLER FITTING — 5/8" {15,9 mrnj FLUSH 3/8t5/16 (9,5f7,9 mm) MOUNTING 118" SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8" (34,9 mm) TY-FRB PLATE 314" (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 75 RECESSED ESCUTCHEON 2-7/8" DIA. (73,0 mm) FACE OF SPRINKLER 2-1/4" DIA. FITTING (57,2 mm) 5116t1/4" 1/2"(12,7 rnm) (7,9�8,4 rnm) �FLUSH MOUNTING 118 SURFACE {3,2 mm} CLOSURE SERIES MOUNTING 1-318" (34,9 mm) TY-FR6 PLATE 7/8" (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has Iost liquid from its bulb. jRef. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP1T2 Page 4 of 4 PIN* 77 -- XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 1 NATURAL BRASS 135 135°F(57°C) Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber (PIN). Sprinkler Assemblies with MPT Thread Connections Specify. Series TY-FRB (SIN), K=5.6, (Upright or Pendent) Sprinkler Quick Response, (specify) temperature rat- ing, (specify) finish, PIN (Table A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specify"j finish, PIN (specify*) Specify: Style 20 Recessed Escutch- eon with (specify) finish, PIN jspecify) ' Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: W Type 6 Sprinkler Wrench, PIN 56-000-6-387 Specify: W Type 7 Sprinkler Wrench, PIN 56-850-4-001 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. TEFLQN is trademark of The DuPont Corporation. tqco Fire Suppression & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Email: techsarvOtycofp.com Series RF11 — 5.5 K-factor "Royal Flush 11" Concealed Pendent Sprinklers Quick & Standard Response, Standard Coverage General Description The Tyco* Series RFII Quick Response (3-mm bulb) and Standard Response (5-mm bulb), 5.6 K-Factor, "Royal Flush II" Concealed Pendent Sprin- klers are decorative sprinklers featur- ing a flat cover plate designed to con- ceal the sprinkler, These sprinklers are optimal for architecturally sensitive ar- eas such as hotel lobbies, office build- ings, churches, and restaurants. Each sprinkler includes a Cover Platel Retainer Assembly and a Sprinkler/ Support Cup Assembly. The separa- ble, two-piece assembly design pro- vides the following benefits: • Allows installation of the sprinklers and pressure testing of the fire pro- tection system prior to installation of a suspended ceiling or applica- tion of the finish coating to a fixed ceiling. • Permits the removal of suspended ceiling panels for access to building service equipment without having to first shut down the fire protection system and remove sprinklers. • Provides for 112 inch (12.7 mmy of vertical adjustment to allow a mea- sure of flexibility in determining the length of fixed piping to cut for the sprinkler drops. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler sys tam or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. The Series RAI Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed during installation and replaced to help protect the sprinkler during ceiling in- stallation or finish. The tip of the Pro- tective Cap can be used to mark the center of the ceiling hole into plaster board or ceiling tiles by gently push- ing the ceiling product against the Pro- tective Cap. When ceiling installation Is complete, the Protective Cap is re- moved and the Cover Plate/Retainer Assembly is installed. As an option, the Series RFII Standard Response (5-mm bulb) "Royal Flush II" Concealed Pendent Sprinklers can be fitted with a silicone Air and Dust Seal. (Refer to Figure 5.) The Air and Dust Seal is intended for sensitive areas where it is desirable to prevent air and dust from the area above the ceiling to pass through the cover plate. The Series RFII Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY3531 — 3 mm bulb TY3551 — 5 mm bulb Page 1 of B OCTOBER 2009 TFP181 .TFP 181 Page 2 of S Technical Data Sprinkler Approvals Approvals apply only to the service conditions indicated in the Design Cri- teria section. • TY3531 (3-mm Bulb) is UL Listed, C-UL Listed, LPCB Approved (Ref. No, 094a110), VdS Approved (Cer- tificate No. G 4090007), and NYC Approved (MEA 353-01-E) as Quick Response. ■ TY3531 (3-mm Bulb) is FM Ap- proved as Standard Response. Factory Mutual does not approve any concealed sprinklers for quick response. • TY3551 (5-mm Bulb) is UL Listed, C-UL Llsted, FM Approved, LPCB Approved (Ref. No. 094a19), and NYC Approved (MEA 353-01-E) as Standard Response. Approvals for Air and Dust Seal UL and C-UL Listed for use with the RFII Standard Response Concealed Sprinkler (TY3551). Maximum Working Pressure Maximum 250 psi (17,3 bar) by UL, C-UL, and NYC Maximum 175 psi (12,1 bar) by FM, VdS, and LPCB Temperature Rating 155°F168°C Sprinkler with 139°F159°C Plate 200°F193°C Sprinkler with 165°F/74°C Plate Discharge Coefficient K= 5.6 GPM/psi112 (80,6 LPM/bar112) Adjustment 112 inch (12,7 mm) Finishes See the Ordering Procedure section. Physical Characteristics Frame . .... ... , Bronze Support Cup... Chrome Plated Steel Guide Pins ......... Stainless Steel Deflector.. ........... Bronze Compression Screw......... Brass Bulb ........... ...... .Glass Cap... ... .. Bronze or Copper Sealing Assembly. , .Beryllium Nickel wl Teflont Cover Plate . . .............. Brass Retainer .................. Brass Liection Spring...... Stainless Steel tDuPont Registered Trademark 112' NPT SEALING ASSEMBLY _ FRAME CAP SUPPORT CUP WrFH BULB ROLL FORMED THREADS COMPRESSION SCREW GUIDE PINS (2) _ DEFLECTOR (DROPPED DEFLECTOR i i � POSITION) C-z r--- -z SPRINKLER/SUPPORT CUP i ASSEMBLY THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING CD CD DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING 11 SOLDER J COVER TABS (3) COVER PLATEtRETAINER PLATE ASSEMBLY FIGURE i MODEL RFII CONCEALED SPRINKLER ASSEMBLY Design Criteria The TycoO Series RFII Concealed Pen- dent Sprinklers are intended for fire protection systems designed in ac- cordance with the standard instal- lation rules recognized by the appli- cable Listing or Approval agency; for example, UL Listing is based on NFPA 13 and VdS Approval is based on the CEA 4001. For more information on LPCB and VdS Approvals, contact Tyco Fire Sup- pression & Building Products at the following office: Enschede, Netherlands Telephone: 31-53-428-4444 Fax:31-53-428-3377 The Series RFII Concealed Pendent Sprinklers are only listed and approved with the Series RFII Concealed Cover Plates having a factory applied finish. NITTIM Do not use the Series RF11 in applica- tions where the air pressure above the ceiling is greater than that below. Down drafts through the Spnnklerl5upport Cup Assembly can delay sprinkler op- eration in a fire situation. FACE OF CLEARANCE HOLE - SPRINKLER DIAMETER — FITTING DIMENSION C SPRINKLER SUPPORT CUP ASSEMBLY 112' (12,7 mm) THREADED D ADJUSTMENT FACE OF CEILING, RETAINING RING MOUNTING SURFACE 3116" to 11116' MANUFACTURER DEFLECTOR COVER PLATE (4,8 to 17,5 mm) PRESET GAP IN DROPPED RETAINER REFERENCE 3132' (2,4 mm) POSITION ASSEMBLY COVER PLATE COVER PLATE — PROFILE DEPTH DIAMETER DIMENSION B DIMENSION A A: 3-114 inches (82,6 mm) C: 2-318 to 2-5J8 inches (60,3 to 66,7 mm) B: 3116 inches (4.8 mm) D: 1-314 to 2-1f4 inches (44.5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFP181 Page 3 of 6 Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three points, falls away to expose the Sprinkler/Support Cup Assembly. The Deflector —supported by the Guide Pins —then drops down to its operational position. The glass Bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, activating the sprinkler and allowing water to flow. CLEARANCE Imo-- HOLE �C FIGURE 4 DISPOSABLE PROTECTIVE CAP TFP181 Page 4 of 6 Installation The TycoO Series RFII must be in- stalled in accordance with the follow- ing instructions. Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble Is approximately 1176 inch (1,6 mm) for the 155°FI68°C and 3132 inch (2,4 mm) for the 200°F1930C temperature ratings. Obtain a 112 inch NPT sprinkler joint by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can dis- tort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Sprinkler by under- or over -tightening the 5prin- klerlSupport Cup Assembly. Re -adjust the position of the sprinkler fitting to suit. Step 1. Install the sprinkler only in the pendent position with the center -line of the sprinkler perpendicular to the mounting surface. Step 2. Remove the Protective Cap, Step 3. With pipe thread sealant ap- plied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step 4. Wrench -tighten the sprinkler using only the RFII Sprinkler Wrench. {Refer to Figure 3.j Apply the RFII Sprinkler Wrench to the Sprinkler as shown in Figure 3. Step S. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. (Refer to Figure 4.) The Protective Cap helps prevent damage to the Deflector and Arms during ceiling installation and/or finish. You can also use the Protective Cap to locate the center of the clear- ance hole by gently pushing the ceiling material up against the center point of the Protective Cap. ta111 = As long as the Protective Cap remains in place, the system is considered "Out of Service". Step 6. After the ceiling has been com- pleted with the 2-1/2 inch (63,5 mm) diameter clearance hole and in prepa- ration for installing the Cover Plate/Re- tainer Assembly, remove and discard the Protective Cap. Verify that the De- flector moves up and down freely. If the Sprinkler is damaged and the Deflector does not move up and down freely, replace the entire Sprinkler. Do not attempt to modify or repair a damaged sprinkler. Step 7. When installing an Air and Dust Seal, refer to Figure 5; otherwise, pro- ceed to Step 8. To attach the Air and Dust Seal, verify the angle of the out- side edge of the seal is oriented ac- cording to Figure 5. Start the edge of the Retainer in the grooved slot of the Air and Dust Seal and continue around the retainer until the entire Air and Dust Seal is engaged. Step 8. Screw on the Cover Plate/ Retainer Assembly until the Retainer (shown in Figure 2) or the Air and Dust Seal (shown in Figure 5) contacts the ceiling. Do not continue to screw on the Cover Plate/Retainer Assembly so that it lifts a ceiling panel out of its normal position, 0 you cannot engage the Cover Plate/Retainer Assembly with the Support Cup or you cannot engage the Cover Plate/Retainer As- sembly sufficiently to contact the ceil- ing, you must reposition the Sprinkler Fitting. Care and Maintenance The TycoO Series RFII must be maintained and serviced i n accordance with the following instructions. S1i�ifi3.7 Before closing a fire protection sys- tem main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut dawn the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this action. Absence of the Cover Plate/Retainer Assembly can delay sprinkler opera- tion in a fire situation. When property installed, there is a nominal 3/32 inch (2,4 mm) air gap be- tween the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper operation of the sprinkler. If the ceil- ing requires repainting after sprinkler installation, ensure that the new paint does not seal off any of the air gap. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Replace sprinklers that; • are leaking or exhibiting visible signs of corrosion. ■ were modified or over -heated. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Never repaint facto- ry -painted Cover Plates. If necessary, replace them with factory -painted units. Non -factory applied paint can adversely delay or prevent sprinkler operation in the event of afire. Exercise care to avoid damage to sprinklers before, during, and after in- stallation. Replace sprinklers damaged by dropping, striking, wrench twisting, wrench slipping, or the like. Also, re- place any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to the Installation section.) If you must remove a sprinkler, do not reinstall it or a replacement without re- installing the Cover Plate/Retainer As- sembly. If a Cover Plate/Retainer As- sembly becomes dislodged during service, replace it immediately. Responsibility lies with sprinkler own- ers for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the ap- plicable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdic- tion. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national code. SUPPORT SPRINKLER FACE OF ORIENT CUP CEILING SEAL BEVEL AS COVER SHOWN PLATE RETAINER ASSEMBLY CLEAN ROOM LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIP AND DUST SEAL FOR SERIES RFII (TY3551) Limited Warrant, Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the origJnal Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for prod- ucts or components manufactured by companies not affiliated by ownership with TFSBP or for products and com- ponents which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of prod- ucts or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incom- plete information supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is mode in lieu of any and all other warranties, ex- press or implied, including a t' of merchantability and fitness for pgrtipUlgr pUrl2ose. 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. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name. Sprinkler/Support Cup Assembly Specify: ('SIN), (temperature rating from below) Series RFII Concealed Pendent Sprinkler, P/N (specify). 1b5_F 88°C gt}Q_F19310 TY3531 51-792-1-155 51-792-1-200 TY3551 51-790-1-155 51-790-1-200 Separately Ordered Cover Plate/ Retainer Assembly: Specify: (temperature rating from be- low) Series RFII Concealed Cover Plate with (finish), PIN (specify), 139TI59T(a) 165'F/74°0(b) 56-792-1-135 56-792-1-165 Chrome........ 56-792-9-135 56-792-9-165 Signal white (RAL 9003). , , , 56-192-4-13b 55-192-4-165 Grey White (RAL9002)...-56-792-0-135 56-792-0-165 Pure white (c) (RAL 901q.... 56-792-3-135 56-792-3-165 Custom........ 56-792-x-i35 56-792-X-165 (a) For use with 155'FI68"C sprinklers. (b) For use with 200°F193°0 sprinklers. (C)[ Eastern Hemisphere sales only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075. Air and Oust Seal Specify: Air and Dust Seal, PIN 56-908-1-001. TFP181 Page 5 of 6 .TFP181 Page G of G 0 2008 - 2009 TYCO RRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqca► Fire Pratectian Products Model CC3 —4.2 and 5.6 K-fa ctor Worldwide www.tyco-tire.com Contacts Combustible Concealed Space Sprinklers Specific Application, Upright General Description The Model CO3 Combustible Con- cealed Sprinklers are quick response, upright, specific application sprinklers designed to provide protection of spe- ciflc light hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The Model CC3 Sprinklers comply with the criteria for the protection of combus- tible concealed spaces as described in NFPA 13. The Model CC3 Sprinklers are designed for installation on BLAZEMASTER CPVC wet pipe systems and steel wet pipe or dry pipe sprinkler systems (refer to the respective Design Criteria sec- tions). The Model CC3 Sprinklers are designed to be installed in the follow- ing arrangements for both wet CPVC and steel: * 4.2K 14 ft (4,3 m) maximum between sprinklers 196 f12 (18,2 m2) maximum cover- age area ■ 5.6K 16 ft (4,9 m) maximum between sprinklers 256 ft2 (23,8 m2) maximum cover- age area * 6 inch (152,4 mm) minimum height for joist with steel pipe or CPVC when insulation filled. 12 inch (305 mm) minimum height for all other arrange- ments and sizes IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to tail to operate in a fire situation or cause it to operate prematurely. ■ 60 inch (1524 mm) maximum height from joist to joist and 84 inch (2134 mm) from floor to ceiling • E0 inch (1524 mm) maximum height for truss and bar joist CEM The Model CC3 Combustible Con- cealed Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the appllcable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number TY2199 — Upright, 4.21K TY3199 — Upright, 5.6K Technical Data Approvals LIL Listed (Listings and approvals only apply to the service conditions indicated in the Design Criteria sections.) Maximum Working Pressure 175 psi (12,1 bary Pipe Thread Connection 112 inch NPT Discharge Coefficient K = 4.2 gpmlpsiv, (60,5 Ipmlbar%) K = 5.6 gpmlpsiA (84,6 1pmJbarV2) Temperature Rating 200°F (ga-q Finish Natural Brass Physical Characteristics Frame .................. .Brass Button............................Bronze Sealing Assembly - . Beryllium Nickel wITEFLON Bulb ........ . ................Glass (3 rnm} Compression Screw ............... . .Brass Deflector. ..... ....................Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb allowing the sprinklerto acti- vate and flow water. Design Criteria Design criteria is provided as follows: • 200°F (93°C), Model CC3 Combusti- ble Concealed Sprinklers with CPVC pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 2). • 200°F (93°0), Model CC3 Combusti- ble Concealed Sprinklers with steel pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 4). Page 1 of 8 DECEMBER 2016 TFP633 TFPS33 Page 2 of 8 1-11/16" _ (42,9 mm) 6 Components: j 1 - Frame 5 SPRINJE 2 - Sealing FRA Assembly ARM 3 Button 4 4 - Bulb 72-1/4' 5 - Compression 3 (57,2 mm) Screw 6 - Deflector WREN 7 - Ejection 2 FLA Spring 1 1/2" NPT 7/16" (11,1 mm) 1i J NOMINAL MAKE -IN FIGURE i MODEL CC3 SPRINKLER Design Criteria, CPVC Pipe Area of Use (CPVC Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: • Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 2). o Non-combustible, insulation -filled solid wood or composite wood joist construction (Ref. Figure 3). NOTE: In order to be considered "non-combustible insulation -filled solid wood or composite wood joist construction," the insulation (includ- ing insulation provided with a combus- fible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (CPVC Pipe) The area of the concealed space is not limited; however, for both Figure 2 and Figure 3, where CPVC pipe is being uti- lized, draft curtains or full height walls must be provided at 1000 ft' (93 m2) areas. This draft curtain shall be at least 113 the depth of the concealed space or 8 inches (200 mm), which- ever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. Concealed Space Size (CPVC Pipe) The depth of the concealed space is 60 inches (1524 mm) maximum to 6 inches (152 mm) minimum. System Type (CPVC Pipe) Light hazard, wet pipe system Maximum Distance Between Model CC3 Sprinklers (CPVC Plpe) TY2199 4,21K ...............14 ft (4,3 m) TY3199 5.6K.............. 16 ft (4,9 m) Maximum Coverage Area (CPVC Pipe) TY2199 4.2K........ . , , 196 W (18,2 m2) TY3199 5.6K..... , ..... 256 1t2 (23,8 mz) Minimum Distance Between Model CC3 Sprinklers (CPVC Pipe) Minimum sprinkler spacing is 7 ft (2,1 ►n) NOTE. Minimum spacing does not apply to any additional sprinklers required for protection of CPVC pipe that is offset over an obstruction. Deflector Position (CPVC Pipe) • 1-1/2 to 4 inches (40 to 100 mm) below upper deck for wood truss construction or bar joist construc- tion (Ref. Figure 2) • 1-1/2 to 4 inches (40 to 100 mm) below solid wood or composite wood joists (Ref. Figure 3) Minimum Distance Away From Trusses (CPVC Pipe) 4-1/2 inches (114 rnm) Remote Area (CPVC Pipe) The remote area is 1000 W (93 nn j NOTE: The remote area does not include any additional sprinklers required for protection of CPVC pipe that is offset overan obstruction. Required Minimum Density {CPVC Pipe) 0.10 gpm/ft2 (4,1 mm/min) Minimum Operating Pressure (CPVC Pipe) 7 psi (0,48 bar) Obstructions (CPVC Pipe) See Figure 8 in this data sheet for obstructions rules. Use of UL Listed BLAZEMASTER CPVC Pipe with Model CC3 Sprinklers Only BLAZEMASTER CPVC product may be used in concealed spaces requiring automatic sprinklers, when used in conjunction with Model CC3 Sprinklers. In order to use the BLAZE - MASTER CPVC product for wood truss or bar joist construction, the horizontal run of pipe must be a maximum of 6 inches (150 mm) above the ceiling or noncombustible ceiling insulation, or 113 the depth of concealed space (as measured from the top surface of the ceiling to the bottom of the deck above), whichever is smaller (Ref. Figure 2). For Insulation -filled solid wood or compos- ite wood joist construction, the hori- zontal run of pipe must be a maximum of 6 inches (150 mm) above ceiling or non-combustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom surface of the joist insulation above), whichever is smaller (Ref, Figure 3). The CPVC pipe can then be used to supply the Model CC3 Sprinklers, as well as the sprin- klers below the ceiling. Unless modified by this technical data sheet, all other guidelines of the 'BLAZEMASTER — Installation Instructions & Technical Manual" must be met. When using 1 Inch (DN25) or larger pipe, a hanger must be located at the truss nearest a sprig for purposes of restraint. If using 3/4 inch (DN19) piping, all sprigs over 12 inches (305 mm) must be laterally braced using methods described in the NFPA standards. Where the CPVC must be offset up and over an obstruction and the pipe exceeds the allowed horizontal posi- tioning requirements specified above as well as shown in Figure 2 and 3, additional Model CC3 Sprinklers are to be installed as shown in Figures 2 and 3 to protect the BLAZEMASTER CPVC product. A minimum lateral distance of 18 inches (460 mm) must be maintained between the CPVC pipe and heat pumps. tan motors, and heat lamps. MODEL CO3 4-112' (114 mm) MINIMUM UPPER DECK - SPRINKLER -~� FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST 6" (152 mm) TOP CHORD MAXIMUM FOR 4" (102 mm) CPVC PIPE OR LESS MTOP E ARMS O F KLER MUST STALLED NE WITH E RUN OBSTRUCTIONI) I I IIj OF CHORD -� CEILING TFP633 Page 3 of 8 1 4" (102 mm) MAXIMUM 1-112" (40 mm) MINIMUM 6" (152 mm) 60" (1524 mm) MINIMUM MAXIMUM 6" (152 mm) MAXIMUM ABOVE WHEN OFFSETTING CPVC PIPE OVER AN CEILING TO BOTTOM OF PIPE OR OBSTRUCTION, A MODEL CC3 SPRINKLER NON-COMBUSTIBLE CEILING INSULATION, MUST BE INSTALLED DIRECTLY ON THE OR 113 THE DEPTH OF CONCEALED SPACE CPVC PIPE OVER THE OBSTRUCTION (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM OF DECK ABOVE), WHICHEVER IS SMALLER FIGURE 2 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE UPPER DECK 6' (152 mm) MAXIMUM FOR CPVC PIPE - OBSTRUCTION CEILING COMPOSITE WOOD JOISTS MODEL CC3 SPRINKLER WHEN OFFSETTING CPVC PJPE OVER AN OBSTRUCTION, A MODEL CO3 SPRINKLER MUST BE INSTALLED ❑IRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION BOTTOM OF PIPE SOLID WOOD NON-COMBUSTIBLE JOISTS INSULATION 4" (102 mm) . MAXIMUM I 1-112" mm) .. MINIMUM -----------1 FRAME ARMS OF I SPRINKLER MUST ; 1 60" (1524 mm) BE INSTALLED i 72" (1619 m.) MAXIMUM IN -LINE WITH I MAXIMUM 6' (152 mm) PIPE RUN I I -----------� MINIMUM VV YV v T 6" (152 mm) MAXIMUM ABOVE 'TOP OF CHORD CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, BOTTOM OR 113 THE DEPTH OF CONCEALED SPACE OF PIPE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM SURFACE OF JOIST INSULATION ABOVE), WHICHEVER IS SMALLER FIGURE 3 NON-COMBUSTIBLE INSULATION -FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE TFP633 Page 4 of 8 Design Criteria, Steel Pipe Area of -Use (Steel Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: • Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 4) ■ Solid wood joist construction (Ref. Figure 5) where the upper deck and ceiling joists may have a maximum depth of 12 inches (300 mm) and typ- ical on center joist spacing of mini- mum 16 inches (400 mm) • Non-combustible insulation -filled solid wood joist or wood composite joist construction (Ref. Figure 6) • Obstructed wood truss construction (Ref. Figure 7) NOTE. In order to be considered "non- combustible insulation -filled solid wood joist or composite wood joist construction", the insulation (includ- ing insulation provided with a combus- tible vapor barrier), mast completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the Model CC3 Sprinklers in the event of a fire. Concealed Space Area (Steel Pipe) The area of the concealed space is not limited; however, • For unobstructed wood truss con- struction or concealed spaces of non-combustible, unobstructed bar joist construction (Ref. Figure 4) draft curtains or full height walls must be provided at 1000 W (93 m2) areas. This draft curtain shall beat least 113 the depth of the concealed space or 8 inches (200 mm), whichever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. * For solid wood joist construction (Ref. Figure 5) and obstructed wood truss construction (Ref. Figure 7): Blocking must be provided in each upper deck and ceiling joist channel at a maximum 32 ft (9,75 m) inter- vals. This blocking shall be installed to the full depth of the joists and be installed so as to not allow heat to escape through or above the block- ing. The blocking must be con- structed using a non-combustible material or the joist construction material. Draft curtains must protrude below the joist a minimum of 6 inches (150 mm) or 1/3 the depth of the con- cealed space, whichever is greater, and run parallel with the joist spaced at 31 ft (9,4 m) width maxi- mum to limit the area to a maximum of 1000 ft2 (93 m2). The draft cur- tains are to be constructed using a material that will not allow heat to escape through or above the draft curtain. ■ For non-combustible, insulation -filled solid wood joist or composite wood joist construction (Ref. Figure 6), the requirement for draft curtains and blocking does not apply. Concealed Space Size (Steel Pipe) The minimum and maximum concealed space depth is as follows: For unobstructed wood truss construc- tion or concealed spaces of unob- structed bar joist construction (Ref. Figure 4) the maximum depth of the concealed space is 60 inches (1524 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 inches (152 mm) from the bottom of the upper chords to the top of the lower chords. For solid wood joist construction (Ref. Figure 5) and solid wood or com- posite wood joist construction the maximum depth of the concealed space is 84 inches (2134 mm) from bottom of upper deck to top of ceiling, and the minimum depth Is 6 inches (152 mm) from the bottom of the upper deck joists to the top of the ceiling joists. If joist construction is filled with non- combustible insulation the maximum height of the space is 84 inches (2134 mm) (Ref. Figure 6). For obstructed wood truss construction (Ref. Figure 7), the maximum depth of the concealed space is 84 inches (2134 mm) from bottom of upper deck to top of ceiling, and the minimum depth is 6 inches (152 mm) from the bottom of the upper chord to the top of the lower chord. System Type (Steel Pipe) Light hazard, wet or dry pipe system NOTES. Use of the 4.2K sprinklers in dry pipe systems is permitted by section 8,3.4A of NFPA 13 (2013 edition) where piping is corrosion resistant or internally galvanized. Maximum Distance Between Model CO3 Sprinklers (Steel Pipe) TY2199 4.21K...............14 it 44,3 mj TY3199 5.61K .............. 16 tt (4,9 m) Maximum Coverage Area (Steel Pipe) TY2199 4.21K........... 196 ft' (16,2 m2) TY3199 5.61K........... 256 ft2 (23,8 rn } Minimum Distance Between Model CC3 Sprinklers (Steel Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) Deflector Position (Steel Pipe) 1-112 to 4 inches (40 to 100 mm) below upper deck for wood truss construction or concealed spaces of non-combusti- ble bar joist construction (Ref. Figure 4) 1-112 to 2 inches (40 to 50 mm) below solid wood joist (Ref. Figure 5) or top chord of a wood truss that has a depth greater than 4 inches (Ref. Figure 7) 1-112 to 4 inches (40 to 100 mm) below non-combustible insulation -filled solid wood joists or composite wood joists (Ref. Figure 6) Remote Area (Steel Pipe) The remote area for wood truss con- struction or bar joist construction (Ref. Figure 4), solid wood joist construction {Ref. Figure 5), or obstructed wood truss construction (Ref. Figure 7) is 1000 f12 (93 m2) for wet pipe or dry pipe systems. The remote area for non-combustl- ble insulation -filled solid wood joist or wood composite joist construction (Ref. Figure 6) without draft curtains is to be calculated per the requirements of NFPA 13. Required Minimum Density (Steel Pipe) 0.10 gpmlft2 (4,1 mm/min) Minimum Operating Pressure (Steel Pipe) 7 psi (0,48 bar) Obstructions (Steel Pipe) See Figure 8 in this data sheet for obstructions rules. MODEL CC3 4-112" (114 mm) MINIMUM UPPER DECK SPRINKLER FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST CEILING TOP CHORD 4" (102 mm) OR LESS FRAME ARMS OF j SPRINKLER MUST j I BE INSTALLED I IN -LINE WITH j PIPE RUN j ---------- FIGURE 4 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE r------------------ i j FRAME ARMS OF SPRINKLER i MUST BE INSTALLED I IN -LINE WITH PIPE RUN L-_ t 2" (51 mm) MINIMUM UPPER 2x FLOOR SOLID ❑ECK WOOD JOISTS CEILING CEILING FRAMING FIGURE 5 SOLID WOOD J015T CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE 4' (102 mm) MAXIMUM 1-112" (40 mm) MINIMUM 60" (1524 mm) MAXIMUM 6" (152 mm) MINIMUM f 84' (2134 mm) - MAXI MU M 60' (1524 mm) MAXIMUM 6' (152 mm) MINIMUM } TPPSSS Page 6 of 8 -------------------- FRAME ARMS OF SPRINKLER I MUST BE INSTALLED I IN -LINE WITH PIPE RUN ---_-__ ----------- 4` (102 mm) MAXIMUM 1-112' {3b mm] MINIMUM 2 (,' MA) 1-112' Mlr CEILING FRAMING UPPER DECK COMPOSITE MODEL CC3 WOOD JOISTS SPRINKLER NON-COMBUSTIBLE INSULATION I 84" (2134 , MAXIMUM 2x FLOOR SOLID WOOD JOISTS 60" (1524 mm) MAXIMUM 6" (152 mm) MINIMUM CEILING FIGURE 6 NON-COMBUSTIBLE INSULATION -FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE r------------------ i FRAME ARMS OF SPRINKLER j I MUST BE INSTALLED UPPER TOP CHORD GREATER IN -LINE WITH PIPE RUN DECK THAN 4" (102 mm) IN DEPTH CEILING CEILING FRAMING FIGURE 7 OBSTRUCTED WOOD TRUSS CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE + t T 84" (2134 MM) MAXIMUM 60" (1524 mm) MAXIMUM b- t152 mm) MINIMUM UPPER DECK OR BOTTOM OF NON-COMUSTIB LE 4 INSULATION MODEL CC3 SPRINKLER A OBSTRUCTION NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4-112 INCH LATERAL DISTANCE (FIG. 2) REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. UPPER DECK OBSTRUCTION A� C MODEL CC3 SPRINKLER LOWER DECK 1 ELEVATION VIEW Distance from Maximum Aliawable Centerline of Distance of Deflector Sprinkler to Side Above Bottom of of Obstruction Obstruction (A) (B) c12' 0" <(304,8 mm) 10 mrn) 12"to c18" 2-112" (304,8 mm to <457,2 mm) (63,5 mm) 16"to <24" $-112" (451,2 mm to c609,6 mm) (88,9 mm) 24"to <30" 5-112" (609,6 mm to a762,0 mm) (139,7 mm) 30"to <36" 7-112" (762,0 mm to <914A mm) (190,5 mm) 36"to <42" 9-112" (914,4 mm to <1056,8 mm) (241,3 mm) 42' to <46' 12" (1066,8 mm to <1219.2 mm) (304,e mm) 48" to c54" 14" (1219.2 mm to <1371,6 mm) (355,6 mm) 54" to <60" 16-112" (1371,6 mm to <1524,0 mm) (419,1 mm) A?3C or 3D A<_24" (609,6 mm) (Use dimension C or D, whichever is greater) OBSTRUCTION MODEL CC3 SPRINKLER C PLAN VIEW FIGURE S NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) TFP633 Page 7 of 8 WRENCH RECESS [USE END "A" ON LY) FIGURE 9 W-TYPE 6 SPRINKLER WRENCH Installation The Model CC3 Sprinklers must be installed in accordance with this section. General Instructions The Model CC3 Sprinklers are to be installed upright and with their frame arms (Ref. Figure 1) in -line with the pipe run (Ref. Figures 2 through 7, as applicable). Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) forthe 2001F (93'C) tempera- ture rating. A leak -tight 112 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. The Model CC3 Sprinklers must only be installed In the upright position with the deflector parallel to the upper deck. With pipe thread sealant applied to the pipe threads, use only the W Type 6 (End A) Sprinkler Wrench (Ref. Figure 9) for Installation of the Model CO3 Sprinklers by applying the wrench to the sprinkler wrench flats only. •TFPS33 Page 8 of 8 Care and Maintenance The Model CO3 Sprinklers must be maintained and serviced in accordance with this section, Before closing afire protection system main control valve for maintenance work on the fire protection system that It controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). The owner Is responsible for the inspection, testing, and maintenance of theirfire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the stan- dards of any other authorities having jurisdiction. Contact the installing con- tractor or sprinkler manufacturer with any questions. It is recommended that automatic sprinkler systems be inspected. tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fiire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (PIN). Sprinkler Assemblies with NPT Thread Connections Specify: SIN (specify), K-factor (specify), Model CC3 Combustible Concealed Space Sprinkler, Specific Application, Upright, 2DOIF (931C), PIN {specify): TY2199, 4.2K 51-311-1-200 TY3199, 5.6K 51-301-1-200 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, PIN 56-000-6-387 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 ( Telephone +1-215-362-0700 Copyright 0 2016 Tyco Fire Products, LP. All rights reserved. r �L+� TEFLON is a registered trademarkt of DuPont, '7 BLAZEMASTER is a trademark of The Lubrizol Corporation Fire Profoodon Rnduefs tJJC0 Fire &Building Products Technical Services: Tel: (800) 381-9312 f Fax: (800) 791-5500 wwvw.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Are Protection Submittal Sheet for Pressure Rating and �r ListinglApproval UL C Information FM The grooved fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping grooved piping systems. Grooved fittings are available in durable ductile iron or fabricated steel as indicated. Note: Figure 510E and 519E fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there maybe interferences at the bolt pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 510S and 519S fittings. Contact Tyco Fire Products for details. WARAAtglO The Fittings described herein must be installed and maintainedincompiiance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any otherauthorrtias having jurisdiction. Faiiwo to do so may Impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinklermaoufacturershouldbe contactedwith any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCB; Note: See Fire Protection Submittal Sheet for exact lasting / Approval information. Material: Cast: Figures: 201, 210, 219, 250, 260, 501, 510, 519, 510DE, 501S, 510S and 519E - Ductile iron conforming to ASTM A-536, Grade 65-45.12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321, 327, 341 and 350 - Carbon Steel, (Sizes 1114' - 6' are Schedule 40); (Sizes S" -12' are Schedule 30), conforming to ASTM A-53 Grade B Protective Coatings: • Non -lead orange paint • Fire brigade red (optional) non -lead paint • Hot dipped galvanized conforming to ASTM A-153 Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure n umber, wall thickness, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughautthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearestyou. Care and Maintenance The owner is responsible for the Inspection, testing, and maintenance of their fire protection system and devices in accordance with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractor or product manufacturer Should be contacted relative to any questions. Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted sol* to the original Buyer for ten (10) years against defects in material and workmanship when paid torand property installed and maintained under nomnal use and service, This warranty will expire ten (10) years from date of shipment by Tyco Fire Product. No warranly is given for products or Components manufactured by companies not affiliated by ownership with Tyco Fire Products orfor products and components which have been subject to misuse, imp roper installation, co rrosion, o r Mich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), andlorthestandards ofany otherAuthoribes Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fi re Products neither assumes, nor authorizes any person to assumefor it, anyotherobligation in connection with the sale of products or parts of products. Tyco Fire Produclsshall not be responsibleforsprinkkrsystem design errorsor inaccurate o rincomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALDAMAGES, INGLUDINGBUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCOFIREPRODUCTSWAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE FOREGOING WARWITYIS MACE IN11EU OF rr, ; ". '?"]r r r� ... :1 1 r Page 1 of 6 MARCH 2011 TFP111810 Page 2 of 6 TFP1810 C top CtoE L Figure 201 �CtoE --I it t E Figure 219 Figures 201, 210, 219, and 260 C1oE �- c to E-- Figure 210 Figure 260 Friction esistance (Expressed as Equivalent Straight pipe) Elbow I ee Size 90° 45' Branch Run Feet Feet Feet Feet Inches MIT Meters Meters Meters Meters 1114 1.9 1.0 4.8 1.4 42.4 0.6 0.3 1.5 0.b 10/2 2.3 1.2 5.8 2,3 48.3 U 0.4 I,8 0.7 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21/2 3.9 2.0 9.8 3.9 73.0 1.2 0-6 3.0 1.2 76.1mm 4A 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2,4 12.2 4.9 88.9 1.5 0.7 3.7 1.5 1108.0- 6.5 3.3 16.3 6.6 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5-0 2.0 733.0 +. 8.0 4.0 20.0 8.0 2.4 1.2 6.1 2.4 139.7m. 8.0 4.1 20.0 8.0 2.4 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 6.3 Z5 159.Omm 9.5 4.8 23.8 9.5 29 1.4 72 2.9 165.1mm 9.5 4.8 23.8 9.5 2.9 1.4 72 29 6 9.9 5.0 24.$ 1 9.9 168-3 3.0 1.5 7.6 3-0 216.3mm 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219.1 4.0 2.0 10.0 4.0 10 16.5 0.3 41.3 16.5 273.0 5.0 2, 5 12.6 5.0 12 19.9 9.9 49.7 19.9 323.4 6.1 3, 0 15,1 6.1 For reducing tees and branches, use the value that is wrrosponang to the branch size. Example: for r x 0" x 2' lee, the branch value 2' is 6.0feet. Friction resistance for all elbows and lees except Figures 5108 and 5195, Figure 201 Figure 210 Figure 219 Figure 260$ 45' Elbow 90' Elbow Tee End Ca Nominal C to E Appx. Wt. C to E Appx. t. C to E Appx. Wt. E to E Appx. t. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Lbs. mm K- mm K. mm K. mm K. 1,Id' 175 0.9 2.75 11.0 2.75 1.4 0.88 0.4 44.5 0-4 69.9 0.5 1 69.9 8.6 22.4 0.2 1'!z" 175 1.1 2.75 1.2 2.75 1.8 0.80 0.6 44.5 0.5 69.9 0.5 69.9 0.8 22.4 0-3 2, 2.00 1.8 3.25 2.0 3.26 2.7 0.88 0.9 50.8 0.8 81, 0.9 82.6 1.2 22.4 0.4 2'Iz" 2.25 2.2 3.75 .0 3.75 5.8 0.88 0.9 57.2 I.0 951 1.4 95.3 2-6 22.4 0.4 76.1 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 572 1.0 95.3 1,4 95.3 2.6 23.9 0.5 31. 2.50 3.5 4.25 4.5 4.25 7.0 0.88 1.1 & 1.6 108.0 20 108.0 3.2 22-4 0.5 108.0mm 2.88 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5-2 4" 3.00 5.2 5.00 8.5 5.00 11.8 1.00 2.6 76.2 2.4 127.0 3.9 127.0 5.4 25.4 1.2 133.Omm 3.25 7.7 5.25 11.3 5.25 10.6 82.6 3-5 123.4 5.1 133.4 4.8 139.7mm 3.25 7.7 5.50 11.3 5.50 15.3 0.92 4.7 82.6 3-5 139.7 5.1 139.7 6.9 23.4 2-1 51, 3.25 8.5 5.50 13.5 5.5 17.0 1.00 5.0 82.6 3.9 139-7 6.1 139.7 7.7 25.4 2-3 159.Omm 3.50 12.0 6.00 14.6 6.00 13,9 88.9 5.4 1524 6.6 152.4 6.3 165.1 mm 3 50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5-4 165.1 8.4 165.1 11.8 25.4 3.4 6" 3.50 12.0 6.50 18.5 6.50 26.0 1.00 7.5 88.9 5-4 165.1 8.4 165.1 11.8 25.4 3.4 216.3mm 4.25 23,0 7.75 36.5 7.75 45.0 106.0 10.4 1969 16.6 1969 2a4 8, 4.25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 108-0 10.4 196,9 16.6 196.9 20.4 30.2 5.8 10" 4.75 31.0 9.00 60.0 9.00 72.1 1.25 20.0 120.7 14.1 228.E 27.2 228.6 32.7 31.8 9.1 12" 5.25 40.0 10.DD 67.0 10.00 92.5 1.25 36.0 1 133.4 18.1 254.0 30.4 254.0 42.0 31.8 16.3 $ - Av"able with tapped plugs, contact Tyco Fire & Building Products. Page 3 of 6 TFP1810 Figures 501, 510, 519 and 51ODE Clot .�f CIO E Figure 501 C10L i-CtoE-=�, Figure 510 !-C to E--I t i r I-, E Figure $19 CIOE CAG=�' Figure 510DE Figure 501 Figure 510 Figure 519 Figure 51ODE 451 Elbow 90' Elbow Tee 901 Drain Elbow Nominal to . ppx. t. C to E Appx. Wt. C to E Appx. Wt. C to E A B Appx. Size Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm K . mm Ka mm 60, mm mm mm Kg. 114' 1.75 0.9 2.75 1.0 2.75 1.4 44.5 0.4 69.9 0.5 69.9 0.6 1'IE' 1.75 1.1 j 2.75 1.2 2.75 1.8 - - 44.5 0.5 69.9 0.5 69.9 0.8 2„ 2.00 1.8 3.25 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1.P 2112" 2.25 2.2 3.75 3.0 3.75 5.8 3.75 2.00 2.75 2.7 57.2 1,0 95-3 1.4 95.3 2.6 95.3 50.8 69.9 1.2 3„ 2.50 3.5 4.25 4.5 4.25 7.0 4. 5 2.75 3.7 63-5 1,6 108.0 2.0 )08,0 3-2 1086 59.4 69.9 1. 7 4„ 3.00 5.2 5.00 8.5 5.00 11.8 5.00 2.85 2.75 7.0 76.2 2.4 127.0 3.9 127.0 5.4 127.0 72.4 69.9 3.2 5" 3 25 8.5 5.50 13.5 5.50 17.0 5.50 3.38 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 6" 3.50 12.0 6.50 18.5 6.50 26.0 6.50 3.92 2.75 13.4 88.9 5A 165.1 6.4 165.1 11.8 1651 99.6 69.9 6.1 8" 4.25 23.0 7.75 36.5 7.75 4511 7.75 TIT 2.75 28.3 106.0 10-4 196.9 16.6 196.9 20.4 196.9 125.7 69.9 11,9 Figures 501 S, 51 0S and 519S Figure 501 S fiction Resistance 501 S, 51 OS & 51 (Expressed as E uwalent Straight Pipe) Elbow Tee Size 90, 45° Branch Run Feet Feet Feet Feet Inches mm Molars Meters Meters Meters 2 3.2 1.6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21is 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1- 4.1 2.1 10.3 4.1 1.2 0.6 3.1 1.2 3 4.9 2.4 12.2 4.9 88.9 1.5 0.7 3.7 15 4 6.5 3.3 16.3 6.5 114.3 2.0 1.0 5.0 2.0 139.7m.., 8 0 4.1 20.0 8.0 2.4 1.3 61 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 63 2.5 165.1 9.5 4.$ 3.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 168.3 3.0 1.5 7.6 3.0 8 13.1 6.6 32.8 3.1 219.1 4.0 2.0 10.0 4.0 - CtoE� OLE i-CtoE Figure 610S' Figure 5195' Figure 501S Figure 5108 Figure 519S 45' Elbow 901 Elbow Tee Nominal is TO t 'vv Appxt. C to t Appx. VVL v TO t_ Appx. tvt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg- Min Kg- mm K - 2„ 2.00 1.8 2.75 1.5 2.76 2.1 50.8 0.8 69,9 0.7 69.9 1-0 2112' 2.25 2.2 3.00 2.2 3.00 3.0 57.2 1.0 76.2 1.0 76.2 1.4 76.1- 2.25 2.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76.2 1-4 3„ 2.50 3.5 3.38 3.0 3.38 4.1 63.5 1.6 85.9 1.3 85.9 1.9 4„ 3.00 5.2 4.00 5.6 4.00 7.7 76.2 2.4 101.6 26 101.6 3,5 139.7mm 315 7.7 4.88 8.6 4.88 12.0 82.6 3.5 124.0 3.9 124.0 5.4 V 3.25 8.5 4.88 8.8 4.88 12.0 82.6 3.9 124.0 3.9 124.0 5.4 1$5.1mm `� 50 12,0 5.50 11.00 6.50 15.0 $8.9 5.4 139. 7 5,0 139- 7 6.8 6„ 3.50 12,0 5.50 11.2 5.50 15.2 88.9 5.4 1397 5.1 139.7 6.9 81, 4.25 23.0 6.88 23.4 6.88 31.2 108.0 10.4 174.8 10.6 174.8 14.2 'Role: Figure 510S and 51IS I Min Is a re spectat short rad I us It,tings wI th sm oiler center I o e nd dimensions than standard Irooved littinpa. Depending on the site and nupling vied. Mare may be interferences at the beD pats which requires repositioning of the cvvpiing une Maim. The use oo flame afapters is Pat racommendea With Figures 610E and 51IS fillings. Camact `♦K# Fire Pra#ucts oar details. Page 4 o16 TFP1810 M Figure 250 Cast E to E-1 0- Figure 350 Fabricated sizes 3" to 8" �EtoE�{ Figure 350 Fabricated Sizes 8" to 12" Figures 250 and 350 Figures 250 and 350 Concentric Reducer - Groove x Groove Nominal r to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kg- Inches mm Kg. Inches mm K . "2 x 1'l' 2.50 63.5 1.0 0.5 ' 139.7 x 3 3.50 88.9 4.2 1.9 .6 x 5 4.00 101.E 5. B 2.6 2.50 1.3 3.50 4.4 $.00 12.2 '2 x 1 Ys 63.5 0.6 '139.7- x 4 88.9 2.0 8 x 2 127.0 5.5 '21/2x2 2.50 1.2 5x1'/z 3.50 4.6 8x2'/2 5.00 12.1 63.5 0.5 88.9 2.1 127.0 5.5 2.50 1.5 3.50 4.6 5.00 12.0 '76.1 11/z 63.5 0.7 5 x 2 88.9 2.1 8 x 3 127.0 5.9 '76.1 mm x 2 2.50 1.6 5 x 2'I2 3.50 4.5 8 x 4 5.00 11,9 63.5 0.6 88.9 2-0127.0 54 3x1'14 2.50 1.3 5x.1 3.50 4.4 8x5 5.00 11.3 63-5 0.6 68.9 2.0 12710 5.1 2.50 1.3 3.50 4.5 5.00 1018 3 x I1/2 63.5 0.6 5xA 88.9 2.0 8x6 127.0 4.9 "3 x 2 2.50 63.5 1.3 0.6 `165.1 mm x 3 4'00 101.6 5.5 2.5 10 x 4 6.00 152.4 21.9 10,0 3,00 1.5 4'00 6.0 6.00 21.6 `3x2112 76.2 0.7 '165.1.x4 101.6 2.7 10x5 152.4 9.8 "3 x 76.1 mm 3.00 76.2 2.0 0.9 '166.1 � x 139.7w 4.00 101.6 5.6 2.5 10 x 6 6.00 152.4 21.1 9.5 4 x 1'I4 3.00 2.2 '6 x 2 4.00 610 10 x 8 6100 19.5 76.2 1.0 101.6 2.7 152.4 8.9 4 x 11I2 3.00 76.2 2.3 1.0 6 x 21h 4.00 101.6 6-0 2.7 12 x 4 7.00 1778 28.0 12.7 "4 x 2 3.00 76.2 2.3 1.0 •6 x 76.1 mm 4.00 101.6 6.0 2.7 12 x 6 7.00 177.6 30.0 13.6 3.00 2.3 4.00 6.0 7.00 2&0 "4 x 21/a 76.2 1.0 6 x 3 101.6 2.7 12 x 8 177.8 12.7 "4 x 76.1 mm 3.00 76.2 3.2 1.5 .6 x 4 4.00 101.E 5.9 2,7 12 x 10 7.00 177.8 33.0 15.0 3.00 2.6 4.00 6.3 4 x 3 76.2 1.2 •6 x 139.7mm 101.8 2.9 Note: Sires marked MM an astensk ('y are only available in Figure 260 Gast. Sizes without an asterisk are only avaAable in Figure 360 Fabricated, ADA CAP@ Pie Nominal Dimensions Net O.D. Takeout Center I End Size outlet Wt. A 8 O D Inches NPT" Inches Inches Inches Inches Lbs. Inches mm mm MM mm Kg - it, 1.25 1,75 1.89 0.77 31.8 44.5 48.0 0.3 3 a 1.25 1.75 1.89 0.77 1112 1.900 48.3 31.6 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.8 50.8 51.3 0.4 �2 1.25 1.75 1,89 0,92 31.8 44.5 48.0 0.4 1.25 1.75 1.99 0.92 2 s14 2.375 60.3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1 A6 34.8 50.8 51.3 0,5 1/2 1 A7 1,97 1.89 1.28 37.3 50.0 48,0 0.6 3/4 1,47 1.97 1.89 1.28 211a 2.875 73.0 373 50.0 48.0 0.6 1 1.37 2.00 2.02 1.50 34.8 50.8 51.3 0.7 ISO-? threaded Gullets are available upon request. Page 5 of 6 TFP1810 �EIOE� Figures 391, 3920 3939 312 and 313 Figure 391 E to E ^ri Figure [ 392 ---- Figure 393 Figure 312 CIflE Figure C to 313 Figure 327 Clo E �i Ctpe Figures 391. Figure 312 Figure 313 392 and 393 221JElbow 11114 Elbow Adapter Nipples Nominal E to E Appx. Wt. C to E Appx. Wt C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs, mm Kg, mrn K.O. MIN k . 1'la' 4 00 0.0 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 02 1'Jx" 4.00 0.9 1.76 0.5 1.38 0.5 101.6 0.4 44.5 0.2 35.1 0.2 2„ 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 47.8 0.3 35.1 0.3 2'J2 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 3„ 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.1 572 0.6 38. i 0.5 6.00 5.5 2.63 2.4 1.75 2,2 4„ 152.4 2.5 66.8 i.1 44.5 1.0 5„ 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 73,2 1.9 50.8 1.5 6.00 9.5 3.13 5.6 2.00 4.6 61 152.4 4.3 79.5 2.5 50.8 2.1 8., 6.00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 8.00 27.0 4.38 14.0 2.13 9.1 10" 2031 122 11.3 6A 54.1 4.1 12" 8.00 33.0 4.88 22.0 2,25 16.7 203.2 15.0 124.0 10.0 57.2 7.6 Figures 327 and 341 E i i 1 EtoE Figure 341 Figure 327 Figure 341 Cross 1501bs. Flange Ada ter C to E Appx. Wt. E to E Appx. Wt. Nominal nches Lbs. Inches Lbs. Size mm k1 rnm k. 2.75 2.0 4.00 2.8 69.6 0.9 101.6 1.3 1' Iz' 2.75 2.2 4.00 3.2 69.9 2.0 101.6 1.5 2„ 3.25 2.7 4.0 5.2 52.6 1.2 101,6 2.4 2'Iz 3.76 5,0 4.00 8.0 95.3 23 101.6 3.6 3„ 4.25 Ti 4.00 10.2 108.0 31 101.6 4.6 4„ 5.00 11.9 6.00 17.2 127.0 5.4 152.4 7.8 5.50 17.1 6.00 21.4 5„ 139.7 7.8 152.4 9.7 all 6.50 27.5 &00 26.0 165. i 12.5 152.4 11.8 $. 7.75 47.0 6.00 38.4 1969 21.3 152.4 1 17.4 10' 9.00 68.0 8.00 65.0 228-6 30.8 2032 29.5 12' 10.00 107.0 8.00 91.0 254.0 48.5 203.2 41.3 Page 6 of 6 TFP181❑ CtoE� i l CtoE Figure $21 Figure 321 Figure 321 Reducing Tee Nominal G to E Appx. Wt. Nominal G to E Appx. Wt, Size Inches Lbs. Size Inches Lbs. Inches mm fC . Inches rnm !C . 1'I2 x 1'lz x 1'/d 3.25 2.0 6 x 6 x 4 6.50 26.6 82.6 a.9 1651 12.1 2x2x11/2 3.25 2,7 6x6x5 6.50 27.0 82.6 1.2 165.1 12.2 21/2x2Ysx1'/. 3.75 4.2 8x8x2 7.75 36.2 95.3 1.9 1969 16.4 21/� x 2'/2 x 1'A 3.75 4.2 8 x 8 x 3 7,75 36.5 95.3 1.9 196S 16.6 211a x 2'h x 2 3.75 4.3 8 x 8 x 4 7.75 36.6 95.3 2.0 196.9 16.6 3x3x1'1/2 4.25 5.3 8x8x5 7.75 36.8 10&0 2.4 196.9 167 3x3x2 4.25 5.5 8x8x8 7.75 37.0 108,0 2.5 196.9 16.8 3x3x2''/ 4.25 5.8 10x10x2 9.00 57.1 108.0 2.6 228.6 25.9 4x4x1'/4 5.00 9.8 10x10x3 9.OD 57.4 127.0 4.4 228.6 26.0 4x4x1'/2 5.00 9.9 10x10x4 9.00 57.6 127.0 4.5 228.6 26.1 4 x 4 x 2 5.00 10.1 10x10x5 9.00 57.8 127.0 4.6 228.6 26.2 4x4x2'Iz 5.DD 10.3 10x10x6 9.00 $8.0 127.0 4,7 228, 6 26.3 4x4x3 5.D0 10.5 10x10x8 9.00 58.4 127.0 41 228.6 26.5 5x5x2 5.50 14,5 12x12x3 10,00 80.2 139.7 6.6 254.0 36.4 5x5x2'/z 5.50 14.6 12x12x4 10.00 80.5 139.7 6.7 254.0 36.5 5x5x3 5.5D 15.2 12x12x6 40,00 80,7 139.7 6.9 254.0 36.6 5 x 5 x 4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 254.0 36.7 6 x 6 x 2 6.5D 26.5 12x12x8 10.00 91.4 185A 11.9 254.0 41.5 6x6x2'/2 6.50 26.5 12x12x10 10.00 91.8 165.1 f2.0 254.0 41.6 6x6x3 6.50 26.5 165.1 12. ❑ General Notes: It is the Designer's responsibility to select products suitable for the intended service and to ensure = Q that pressure ratings and performance data is not exceeded. Always read and understand the Installation instructions 9001 (IH-100U). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. tqCJ9 GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling 1 Inch to 12 Inch (DN25 to DN300) General Description For use in fire protection systems, the GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling provides a rigid joint by firmly gripping along the full circumfer- ence of the pipe grooves. Figure 577 Grooved Rigid Couplings are a proven dependable method of joining pipe and are an economical alternative to weld- ing, threading, or using flanges. It is ca- pable of pressures up to 350 psi (24, 1 bar) depending on pipe size and wall thickness when used in fire protection services. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, andlor impaired de- vice performance. It is the designers responsibility to se- lect products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selec- tion should be verified to be compat- ible for the specific application. Always read and understand the installation instructions. The GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling described herein must be installed and maintained in compliance with this document as well as with the applicable standards of the Approval agency, in addition to the standards of any other authorities hav- ingiurisdiction. Failure to do so may re- sult in serious personal injury or impair the performance of these devices. The owner is responsible for maintain- ing their mechanical system and devic- es in proper operating condition. The installing contractor or device manu- facturer should be contacted with any questions. Technical Data Approvals UL, FM, ULC, VdS, and LPCB Sizes 1 Inch to 12 inch (DN25 to DN300) Housing Ductile iron conforming to ASTM A 536, Grade 65-45-12 Finish • Orange non -lead paint • Red ncn-lead paint • Hot -dipped, Galvanized conforming to ASTM A 153 Bolts/Nuts • ANSI: Carbon Steel oval neck track head bolts are heat -treated and conform to the physical properties of ASTM A 183 Grade 2 and SAE J429 Grade 5 with a minimum tensile strength of 110,000 psi. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A 183 Grade 2 and SAL J995 Grade 5. Bolts and nuts are zinc - electroplated conforming to ASTM B 633. Stainless Steel Bolts and Nuts are available upon request. • Metric: Carbon steel oval neck track head bolts (Gold color coded) are heat - treated and conform to the physical properties of ASTM F 568 M with a minimum tensile strength of 760 MPa. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A 563 M Class 9. Bolts and nuts are zinc -electroplated conform- ing to ASTM B 633. Worldwide I www.tyco-fire.com Contacts X, al UOL gULC uas FM For Fire Proleclign prev;uris rating, listing, and approval Irdormatlon, conlacl your GRINNELL Representaliva_ Gaskets • Pre -lubricated Grade "A" EPDMA, Violet color code, -30°F to 150°F i-34°C to 66°Cj Not recommended for hat water systems For dry and freezer systems, lubrica- tion is required. Refer to Installation Manual lH-1000FP for details. • Tri-Seal Grade "E" EPDM, Green color code, -30°F to 150OF (-34°C to 66°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page i of 4 MARCH 2013 TFP1854 TFP1854 Page 2 of 4 Pipe Size Max. N Max. 01 Max. ('-dI Nominal Dimensions Coupling Bolts Approx. 1 Nominal O.D. pressures End Load End Gap A B C Size °� Weight ANSI Inches Inches psi (bar) Lbs. (kN) Inches (mm) I(mm) I(mm) Inches City. Inches Lbs. (kg) DN (mm) (mm) 1 1.315 350 475 0.06 1.63 3.92 1.65 2 318 x 2-1/4 1.2 ❑N25 (33,4) (24,1) (2,11) (1,5) (41) (100) (42) M10 x 57 (0,55) 1-1/4 1.660 350 767 0.06 2.66 4.40 1.64 2 318 x 2-1/4 1.3 DN32 (42,2) (24,1) (3,37) (1,5) (68) (112) (42) M10 x 57 (0,59) 1-1/2 1.900 350 992 0.06 2.90 4.66 1.66 2 318 x 2-114 1.5 DN40 (48.3} (24,1) (4,41) (1,5) (74) (118) (42) M1Q x 57 (0,68) 2 2,375 350 1,551 0.06 3.38 5.20 1.70 2 318 x 2-1/4 1.8 DN50 (60,3) (24,1) (6,90) (1,5) (86) (132) (43) M10 x 57 (0,82) 2-1/2 2.875 350 2,272 0.06 3.88 5.64 1.75 2 318 x 2-1A 2.0 DN65 (73,0) (24.1) (10,11) (1,5) (99) (143) (44) M10 x 57 (0191) 3.000 350 2,474 0,06 4.00 5.78 1.75 2 — 2.0 DN65 (76,2) (24,1) (11,01) (1,5) (102) (147) (44) M10 x 57 (0,91) 3 3.500 350 3,367 0.06 4.50 6.33 1.75 2 318 x 2-114 3.3 DN60 (8819) (24,1) (14,98) (1,5) (114) (161) (44) M10 x 57 (1,50) 4 4.500 300 4,771 0.06 5.70 7.50 1.83 2 3/8 x 2-1/4 3.3 IDN100 (114,3) (20,7) (21,22) (1.5) (145) (191) (46) M10 x 57 (1,50) 5.500 300 7.127 0.125 6.80 8.75 1.91 2 — 5.3 DN125 (139,7) (20,7) (31,71) (3,2) (173) (222) (49) M12 x 76 (2,41) 5 5.563 300 7,290 0.125 6.86 8.82 1.91 112 x 3 5.3 DN125 (141,3) (20,7) (32,43) {3,2) (174) (224) (49) M12 x 76 (2,41) 6.500 300 9,955 0.125 7,80 9.75 1.91 5.7 DN150 (165,1) (20,7) (44,28) {3,2) (198) (248) (49) M12 x 76 {2,59} 6 6.625 300 10.341 0.125 8.47 9.88 1.91 2 1/2 x 3 5.9 DN150 (168,3) (20,7} {46.00) (3,2) (215) (251) (49) M12 x 76 (2,68) 8 8.625 300 17,528 0.125 10.25 12.78 2.40 2 518 x 3-114 11.7 DN200 (219,1) (20,7) (77,97) (3,2) (260) (325) (61) M16 x 83 (5,32) 10'11 10.750 175 15,563 0.25 12.50 16.50 2.50 314 x 4-3/4 19.5 DN25D (273,1) (12,1) (70,7) (6,4) (318) (419) (65) M20 x 121 (8,86) 12 0) 12.750 175 22,343 0.25 14.50 18.50 2.56 3/4 x 4-3f4 22.0 DN300 (323,9) (12.1) (99,4) (6,4) (368) (470) (65) M20 x 121 (10,00) a. Maximum available gap between pipe ends. Minimum gap = 0. U. Maximum Pressure and End Load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact your GRINNELL Representative. c. Gold color coded metric bolt sizes for DN25 - DN300 couplings are available upon request. d. Max End Gap Is for cut grooved standard weight pipe_ e. For 10 inch and 12 inch sizes where VdS Approval is required, refer to Figure 772, Technical Data Sheet G140. FIGURE 7 FIGURE 577, GROOVED RIGID COUPLING, i INCH TO 12 INCH (DN25 TO DAP00) DIMENSIONS Care and !Maintenance Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association (e.g., NFPA 25), in addition to the stan- dards of any authority having jurisdic- tion. The installing contractor or prod- uct manufacturer should be contacted relative to any questions. Any impair- ments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintainer{ by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Ordering Procedure GRINNELL Products are available glo- bally through a network of distribution centers. For the nearest distributor, visit www.grinnell.com. When placing an or- der, indicate the full product name. Specify G-FIRE Figure 577 Grooved Rigid Coupling, quantity, pipe size (Nominal ANSI or O.D.), finish (Orange, Red, or Galvanized), and type of gasket: • Pre -lubricated Grade "A" EPDMA • Tri-Seal Grade "E" EPDI I TFP1854 Page 3 of 4 TFPiS" Page 4of4 GLOBAL HEADQUARTERS 11400 Pennhrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. t`rc0 Fig 200 - "Trimline" Adjustable Band Hanger {Cooper B-Line Fig B3170NFj (DTOLCO- Fig. 20OF - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) c @ us Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (cooper B-Line Fig. B3170NFC) Fig. 200S - "Trimline" Adjustable Band Hanger with Non -Captured Nut Size Range: Fig. 200 - 112" (15mm) thru 8" (200mm) pipe Material: Steel, Pre -Galvanized to G90 specifications Function: For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features: • (112" (15mm) thru 2" parrim)y Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design ;r keeps adjusting nut from separating with hanger. Hanger is easily 4h , installed around pipe. _ A For hanger with non -captured nut order Fig. 2008. • (2112" (65mm) thru 8" (2oomm)) Spring tension on nut holds it securely in L� �. hanger before installation. Adjusting nut is easily removed. Approvals: Underwriters Laboratories listed 0/2" (15mm) thru 8" (2oomm)) __sffr in the USA (UL) and Canada (cVL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) e14" (20mm) thru 8" (2n0mm)), Frg'2001 to Z00-2 Conforms to Federal Specifications WW-H-171E &A-A-1192A, Type 10 and Manufacturers Standardization Society ANSIIMSS SP-69 & SP-58, Type 10. Maximum Temperature: 650°F (343"C) Finish: Pre -Galvanized. Stainless Steel materials will be supplied with (2) hex nuts in place of a knurl nut. Order By: Figure number and pipe size Designed to meet or exceed requirements of FM DS 2-0, Fig. 200C Fig. 20OF Pipe '12" Size (15) Rod Size 316"-16 311a" A (79.4) 2518" B (66.7) Approx. ri 11 (5.01 _200-112 20R-314 314" (20) 31e"-16 31/8" (79.4) 2112" (63.5) 11 (5.0) 200-1 1" (25) 318"-16 3318" (85.7 251a" (66.7) 12 (5.51 200-11A 11/4" (32) 3/8"-16 3314" M.0) 271a" �73.0) 13 (5.9f 20U-11/2 11/2" (40) 318"-16 3718" (98.4) 2718" (73.0) 14 44) 200-2 2" (50) 318"-16 4112" (114.3) 3" (76.3) 15 16.9) 200-2112 2112" (65) 318"-16 5518" (142A) 4118" 004.7) 27 (12.3} 20D-3 3" (75) 31s"-16 5718" (149.1) 4" 001.6) 29 (13.3) 200-31/2 Ve (90) 31s"-16 7318" (187.3) 5'14" (133.3) 34 (15.6) 2004 4" (100) 318"-16 7318" (187.3) 5" (127-0) 35 (16.0) 200-5 5" (125) 112"-13 911s" (231.8) 6114" (158-7) 66 (30.2) 200-6 6" (150) 112"-13 loila" (257.2) 6314" (171A) 73 (33.4) 200-8 8" (200) 112"-13 1311a" (333.4) 8314" (222-2) 136 (62.3) Fig. 200-112. 200-314 Fig. 200-2112 to 200-8 Fig. 200 r � Fig. 200S All dimensions in charts and on drawings are in inches. Dimensions shown In parentheses are in millimeters unless otherwise specified. 0 1 &Line i - Y �k 7 ' OO�i1:01 i - 014 Black Nut Driver Part# 8113910 i . #14 SW Red Nut Driver Part # 8114910 Not less lhm Wood Flowing • No pre -drilling required. Quick to install using the Sammy Nut Driver with an 18V cordless drillldriver. Saves fime from traditional methods. Reduces installation costs. • Made in the U.S.A. �R `werdee www ftwbuNdex.sam 114" BO02957 GST 160 114 x 1• 210 (7116' OSB) 25 125 670 (314" Ply) 114" 800W GST 200 114 x 2' 1760 (FO 25 125 114" 8004957 GST 300 19 x 3' 2060 (Fir) 25 125 1- 318' 0007957 GST 10 114 x 1' 210 (7116-OSS) 300 25 125 670 (3)4' Ply) 318" 8008%7 GST 20 19 x 2' 1760 (Fir) $50 1475 25 125 3+6' 8068925 GST 2M 114 x 2' 1760 (Fk) ew 25 125 318" 8009925 GST 25-380 31S x 2-112' 2113 (Fir) 1500 25 125 �EL 318' 8010A67 GST 30 114 x T 2060 (Fir) 15W 1475 25 125 316' 8069925 GST 30-S5 114 x 3' 2060 (F1r) 25 125 M. 6011925 GST40 19x4' 2100 (Fk) 25 125 112' 8013M GST 2 114 x 2' 1760 (F lr) 25 125 112' 8014925 GST 2.5.380 316 x 2.1IT 2113 (Fk) 25 125 112' Sol 5925 GST 3 114 x 3' 2275 (Flr) 25 125 OW in U.5 Y e SPECIAL NU7 DRIVER SYSTEM: The nut drivers were designed with a unique spin-off feature which provides a fast and safe installatlon each time. when the face of the driver comes inlo contact with the material you are inslalling into, continue drilm unpl nut driver spins free. Installatlon is then complete. Warranty requires the use of the appropriate nut driver for installations. °o 3 Not less than 2' normal width • No preArilling required. (14Q") up to 3.112' plpa- nat less than 3' (2.112r) noominal�widlh 4' B 5' pipe Qu ick to install using the Sammy Ran Jaw Nut Driver with an 18V cordless Minimum 2-112' from Worn far. W F• drillfdriver. branch lines Minimum 3' from bot- tom for main tiles. Exception: This 'Saves time from traditional requirement shall not apply l0 2' or methods. lhicker n ding sirlps resting on top of steel beams. 'Reduces installation costs. Made in the V-SA nrcur ��3ea dHrc rc;ar,Yi o' ' HrHM1V.lhrhvlfflr:]t.Com MOUNTHOPJZONTAL 114' 8019957 SWG 200 114 x 2' 1725 (Fir) 25 125 318' 8020957 SWG 10 iW x 1' 622 (Fir) 300 25 125 A, $021957 SWG 20 114 x 2' 1725 (Fir) 1050 25 125 318' 8073425 SWG 20-SS 114 x 2' 1725 (Fir) 850 25 125 t W. 8022925 SWG 25-380 318 x 2.1YC 2249 (Fir) 1600 25 125 #14 SW Rad 318" 8023925 SWG 30 114 x 3' 18M (Fir) 25 125 Nut Driver Part # 8114910 • ky ragme pre•drilling- cansukta3st manufacturer. HEAD-SAMMYS SWIVEL FOR WOOD AppliCation 318" 8139957 SH-GS720 114 x 2' 1257 (Fir) 3R' 8141W 8H-4S730 114x3' 1720(Fir} 1903 Dim, Lumber 3W 626%57 SH-GSTICST 20 5196 x 1-N4- 1406 @ 45•off vertical Dim Lumber 903 Dim, Lumber 19 M3957 SH-GSTICST 2.0 5I16 x 1-314' 14061@45•ofr vorUcal Dim. Lumber ' MW ragiire pre -drilling; consukjaist Fri" kwer. tqCJ2 Fire & Building Products Technical Services: Tel: (800) 381-9312 l Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are designed exclusively for use in wet pipe automatic fire sprinkler systems. They are made from a specially devel- oped thermoplastic compound com- posed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TFBP BlazeMaster CPVC products are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as com- pared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to metallic pip- ing. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. WARNING Tyco Fire & Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings described herein? must be installed and maintained in compliance with this document as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards ofany other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sixes 314" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County, LPCB, MEA, and the City of Los Ange- les. (Refer to I1-1-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- inglapproval information.) Manufacture Source U.S.A. Material • Pipe: ASTM F442, SDR 13.5 • Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange rapid responsdw HomE FIRE SPRINKLER SYSTEM BlazeMaster® is a registered trademark of Noveon 1P Holding Corp. Page 1 of 6 JANUARY, 2006 TFP1915 'Page 2 of B TFP191S WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT. OF PIPE WEIGHT PER LIFT SIZE O.D. I.D. Ibs.1ft. Ibs fft PER LIFT Ibs. 9/4" 1,050" 0,874' 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 6.87 5040 1320 1-114" 1.efi0" 1.394' 0.42 1.08 2835 1191 1-112- 1.900" 1.598" 0.54 1 A 1 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-112" 2.875" 2,423' 1.26 3.26 1215 1531 3" 3.500" 2.952" 187 4.83 720 1344 Installation Tyco Fire and Building Products (TFBP) 131axeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900. Rev. 0, January 2005"Installation Instruction &Techni- cal Handbook". FIGURE ? — PIPE DIMENSIONS Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. NOTES Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected tare protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible formoni- toring proprietary and/or central sta- tion alarms. TPP1915 Page 3 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT 5CHD. WEIGHT TYPE NUMBER (Tro) (Ib.) TEE 80000 314" 518" 40 011 T10 80001 1" 11116" 40 0.19 80002 1-114" 718" 40 0.2E 80003 80004 1-112" 2" 1.1116" 1-3V 80 80 0.51 0.90 _ I 60005 2-112" 1-W16" 80 1.59 TIO T10 8000E 3" 1-13116" 60 2.41 xxYxZ x Y Z 314" x 314' x 1" 314" 314" 518- 60132 40 014 80133 1" x 314" x 314" 9116' 9116" 314' 40 0.14 80134 1"x314"x1- 314' 11116' 314' 40 017 80260 1' x I" x 314' W8' 518" 13116" 40 016 80135 1-114' x 1" x 314" 518' 51$" 15116" 40 0.21 80136 1-114" x 1" x 1' 314" 314" 15116" 40 0.22 80137 1-114' x 1' x 1-114' 15116' 15/16" 718' 40 0.26 REDUCING TEE 60261 1-114" x 1-114" x 314" 516' 518" 718' 40 0.23 00262 1-114" x 1-114" x 1" 314' 314" 718' 40 0.26 Z 6013E 1-114" x 1-114' x 1-112" 1" 1" 1" 80 0.43 TIQ 80140 1-112" x IAM x 314" 9116' 9116' 1" 80 0.36 W141 1-112" x 1-114" x 1" W16" 9116- 1-1116' 80 0.38 80263 80264 1-112" x 1-1a' x 314" 1-112" x 1-112" x 1" 9116' 9116' 9116" 9116" 1" 1-1116' 80 80 036 0.38 x Y} 80275 1-112' x 1-112' x 1-114' 718' 718" 1" 80 0.45 TJd TIO D0265 2" x 2" x 314" 314- 314" 1.318' 80 0.61 80266 2" x 2' x 1' 718' 718" 1318" 80 0.66 60274 2" x 2" x 1-114" 1-1116" 1-1116" 1-18" 80 0.74 80267 2'x2"x1-112" 1-118" 1-118" 1.318" 80 0.78 80271 2-112" x 2.112" x 1" 1.9116" 1-911fi" 1.9116, 80 1A3 60272 2-112' x 2-112" x 1-114' 1-9116" 1416" 1-9116' 60 1.46 $0273 2-112' x 2-112" x 1-1/2' 1-9116" I-V16" 1-9116' 80 1.48 80276 2-112' x 2-112' x 2' 1-2116' 1 9116" 1-9116' 80 1.50 80270 3'x 3" x 1-112' 1-13116" 1-13116" 1-13116" 80 228 8026E 3" x 3' x 2" 1.13/16" 1-13116" 1-W4" 80 225 80269 3' x 3" x 2-112' 1-13116" 1-13116" 1-13l16" 80 2.44 CROSS 8 REDUCING CROSS 80009 314" 9116- 40 0.13 T10 80010 1' 11116" 40 0.23 80011 1-114" 15/16" 40 0-34 80012 1-112' 1-1118" 80 067 80013 2" 1 '.5116" 80 1.00 80014 2-112' 1-9116" 00 1.91 T10 80008 3" 1-13116" 60 2.89 80015 1 " x 1 " x 314" x 314' 718" 40 0.20 T10 -• - Tld 80025 314" 518" 40 0.09 90° ELBOW 8 REDUCING ELBOW 80026 1" 314" 40 014 8D027 1-114" 71W 40 021 x 80028 1-112' 1-1116" 80 040 T/0 80029 2- 1-116" 80 079 80030 2-112" 1416" 80 114 Y 00031 3' 1-13116" 80 182 XK Y x Y - T10 80032 1"xW4- 11116" 13116" 40 016 FIGURE 2 - FITTING DIMENSIONS (Part f of 4) 'Page 4 of S TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (T10) (lb.) 45" ELBOW 80050 314' W8" 40 0.08 T10 8DO51 1' 318" 40 0.11 80052 1-114' W4" 40 0.20 80053 1.112" 112' 60 0.31 T10 80054 2" 314" 60 0.56 80055 2-112' 13116' 80 0.89 60056 3" 1" 80 1-19 80075 314" 118" 40 0.07 COUPLING & 60076 1" 118- 40 0.11 REDUCING COUPLING 60077 1-114' 3116' 40 0.12 80078 1-112" 3116" 80 0-25 EP7�O 80079 2" 3116" 8D 0.30 80000 2-112' 114- 80 0.67 8OD81 3" 3118" 80 0.91 80220 1" x 314" 118- 40 0.08 80200 1' x 314" 7116" 40 0-04 80201 1-114" x 314" 112- 40 0.11 80202 1-114" x 1" 5116" 40 012 80203 1-112" x 314" 51W 80 0.16 80204 1.112" x 1" 112" BO 0.14 REDUCER BUSHING 80205 1-112' x 1-114" 31W BD 0 17 80206 2' x 314" 13116" 80 0-27 80207 2' x 1' 11116" 80 0-26 80208 2' x 1-114" 9116' 80 0.24 80209 2' x 1-112" 7116' 80 019 80215 2-112' x 1" 15116" 80 0.42 80214 2-112•x 1-114" 13116" 80 0.45 80213 2-112'x 1-112" 11116" 80 0.46 80211 2-112"x 2" W8' 80 0.29 80210 3" x Y" 314- 80 0.72 $0212 3"x 2-112- 112' 80 047 CAP 80100 314' 5116" 40 004 80101 1' 318" 40 0.06 00102 1-114' 7116' 40 0.10 80103 1.112' 11116" 80 D.20 M104 2" 518" Be D.31 T1d -, 80105 2-112" 718" BO 058 80106 3' 1" 80 0.88 GROOVED T10 PIPE O.D. COUPLING ADAPTER 2-118' 1-114" (1.690") 80160 1-114" x 1-114' Groove 40 0.78 80161 1-112" x 1-112" Groove 2-5116' 1 •i 12" {1.900"j Be 0.955 PIPE 80162 Zr x 2" Groove 24AW 2" (2.375" ) 80 1.42 O.D. ;-Tfol-i 80163 2-112" x 2-V2' Groove 2ti5116" 2-1/2' (2.875-) 80 2-28 80164 3" x 3" Groove 2-114' 3' (3-500") 80 3.00 80169 2-112" x 76,1 mm Groove 2-5116" 76.1 mm (3.000') 80 228 FIGURE 2 - F1 TTING DIMENSIONS (Part 2 of 4) 'TFP7916 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT 5CHD. WEIGHT TYPE NUMBER (TO) (lb.) SPRINKLER HEAD ADAPTER BO1T5E 314" x 1/2' NPT 7/16' $0 0.20 80176E 1" x 112' NPT 7116' 80 0.22 L80179 80175WL 314" x 1!2" NPT 7116" 40 016 T10 1" x 314" NPT 13116" 40 043 SPRINKLER HEAD ADAPTER 80175W 314" x 112' NPT 112" 40 0.19 T10 80176W 1" x 112" NPT 112" 40 016 3 PRI NKLER HEAD ADAPTER [SPIGOT] 80177L 314" x 112" NPT 112" 40 016 80178 1" x 112" NPT 9116' 40 020 7—Tio00180 1"x 314" NPT 718" 40 040 FEMALE ADAPTER 150142 314" x 314" NPT 13116" 40 0.41 60145 1' x 1' NPT 718" 40 0.63 80146 1-114" x 1-114" NPT 1-118" 40 103 80147 1-1/2' x 1-112' NPT 1-18' 80 1 42 T10 80148 2" x 2" NPT 1-11116" 60 2.66 MALE ADAPTER 60157 3!4" x 314" NPT 1-5116' 40 0.33 I-;—I 8015B 1' x 1 " NPT 1-318- 40 0.56 xxYxz x Y 2 SPRINKLER HEAD ADAPTER TEE 00250 314" x 314" x 112" NPT 9116" 9119' 1' 40 022 Z 60251 1 " x 1' x 112" NPT 11116" 11116" 1 3H6" 40 0.29 TIO 00249 1' x 1 " x 1' NPT 15116" 15116" 1-9l16" 40 0.73 80256 1-114"x 1" x 112' NPT 7116" 9l16" 1-U16" 40 0.30 80252 1-114" x 1-114" x 112' NPT 7/16" 7116" 1-5116" 40 0.31 x yl 80257 1-112" x 1-114" x 112' NPT 112" 11116" 1-7116' BO 0-43 80254 4-112" x 1-112" x 112' NPT 112" 112' 1-7116' BO 0.46 T!4 T10 80258 2' x 1-112" x 112" NPT 112" 516" 1-11116" 80 0.56 80253 2" x 2" x 1/2" NPT 112" 112' 1-11116" BO 0.62 FIGURE 2 — FITTING DIMENSIONS (Part 3 of 4) Page 6 of B TFP1915 FITTING TYPE PART NUMBER NOMINAL SIZE NOMINAL TAKE-OUT (TIO) SCHD WEIGHT (lb.) BACK-TO-BACK TEE x x Y x Z x Y, Z x O Y 80459 1" x 112" NPTx 1/2" NPT 518" 1-5116' 40 0.48 j *Tlo�' 80460 1" x 112" NPT x 1/2" NPT W8" 1-3116, 40 046 T10 X. Y BACK-TO-BACK CROSS x x Y X Z x W Z, W x T10 Z 80462 1" x 1" x 112" N PT x 112` NPT 518" 1_31161 40 0.46 W i 80463 1"x1"x112"NPTx112'NPT 5181. 75116' 40 047 T1d Y T10 T10 SPRINKLER HEAD x x Y X Y ADAPTER 90° ELBOW Y T10 80199 314" x 112" NPT 911 6' 1 " 40 020 80198 1-x 112'NPT 314" 1-1/4" 40 0.26 80196 1- x 314' NPT 1-1116" 1-V16" 40 026 — — r/o FIGURE 2 — FITTING DIMENSION5 (Part 4 of 4) Limited Warranty Products manufactured by Tyoo Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subjectto misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume far it, any other obligation in win nection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- 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 any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made fn lieu of any and all other warranties, ex- press or implied. including warranties of merchantability and fitness for a par- ticular impose. 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 The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON 1 114 1.660 1 112 1.900 2 2.375 2 1 /2 2.875 3 3.500 4 4.500 • Corrosion Resistance Ratio systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger IQ provides an opportunity for downsizing and further cost savings. 1.530 1.442 1.380 1.98 1:00 1.728 1.682 1.610 3.44 1.00 2.203 2.157 2.067 2.78 1.00 2.705 2.635 2.469 1.66 1.00 3.334 3.260 3.068 1.00 1.00 4.310 4.260 4.026 1.00 1.00 BENEFITS • Dual Certified to ASTMA135 andA795. • FM Approved forro,11 grooved, and welded, andplain-endlapplication In wetsystems. • UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in we4 dry, preaction, and delege type sprinkler systems. ■ UL Listed (for US and Canada) and FM Approved for use with Wetaulle° FITe Fittings in plain end applications. • Lightweight - saves shipping costs, and offers easier handling. • Can be used with roll grooved couplings or welded outlets for pressures up to 340 psi. • Floor stock available in various lengths produced in Casa Grande (A2), Gerald (MO), and Masury (OH). Also can be ordered In custom lengths.. • Can be used for wef and dry" systems. `Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be deaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projeclions from the end of the pipe to the groove. AN loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. 1819 Clarkson Road For additional information, G UE rs Que Chesterfield, MO 63017 contact your salesperson today at usTta} EL&- times Tit COMRWV (600) 325-4467 (800) 325-4467 or (836) 537-260U FAX: (636) 537-2645 in the USA, or from Canada www.bullmoasetLibe.com call (800) 882-4666 FM ACNMcompany e-maiLsales@7bullmoosetubexoni APwsovao All information contained herein Is accurate as known at the lime of publication. 130 Moose Tube res"s the right to Change product speciftations without notice and without incurring obpgetion. 81U8 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: + Has a Corrosion Resistance Ratio of 1.0 ■ Has a Pressure Rating of 300 psi + Is Lighter Weight Than Schedule 40 IF Is Approved by Factory Mutual and Listed by Underwriters Laboratories + Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* • Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS 1 1.461 1.083 70 1 114 2.070 1.418 51 1 112 2.547 1.654 44 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS 1 1.00 1.00 1 114 1.00 1.00 1 112 1,00 1.00 2 1.00 1.00 Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems 1819 Clarkson Road For additional information. ` UL us Chesterfield, MO 63017 conlad your salesperson today at KLIJLL Ivlclhl G TL OwmaftWv (800) 325-4467 (800) 325-4467 or (636) 537-2600 USTED FAX: (636) 537-2645 in the USA, or from Canada www.bullmooselube.corn call (800) 882-4666 FM A company e-mailsales r bullit)oosettibe.cotn AP~veio AN information contained heroin is accurate as known at the ttme of puwation. HuK Moose Tube rese "s the right to change product spedNcations without nolice and without incumng obligation. XA19 data hii ARGCQ GU TEED DOUBLE OFFSET CPVC HANGER -For mounting CPVC pipe to wood -Flared edges help protect CPVC -Galvanized steel construction -Supplied with #I0 hex head cap screws -Complies with the static load requirements of NFPA® 13 • Suitable for fire protection installations • For I" Pipe • Easy installation r r- Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 318" thickness. Offset edge eliminates abrasion. Installation: Per NFPA 13, 13R and 13D. Install into wood or steel. Slides onto CPVC pipe. 1" Size: Item #2530181-1 The information conlained herein Is produced in gend faith and is believed lobe reliable but is for guidance orgy. ARGCO and its agents cannot assume liabilily or responsibllily for results obtained in the use of its praduel by persons whose methods are outside or beyond our control. I Lis the user's responsibility to dotormine the suitalAily of any of" products, methode of use, or preparation prior to use, mentioned in our literature. It Is the user's responsibilily to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handing and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-9 0-w-101 s OR LOG ONTO WWW.AR'300.COM ARGCO STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC ,,For mounting CPVC pipe to wood -Flared edges help protect CPVC -Galvanized steel *Supplied with # 14 hex head cap screws -Complies with the static load requirements of NFPAS 13 - Suitable for fire protection installations - Eliminates spacers or backup blocks - Easy installation CSus File VIXH.EX5587 Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. All sizes can be used as a restrainer in the bottom position. The 314" size only can be used as a restrainer in the top position. Installation: Per NFPA 13, 13R and 13D. (See attached) Space by pipe type. Install into wood, concrete or steel. Snap over pipe then squeeze strap back allowing pipe to slide. Fasteners: Wood - 314" to 3" CPVC Pipe - wood screw - no pre -drill 314" to T Copper Pipe - wood screw - no pre -drill 314' to 2" Steel Pipa - 114" x 1-112" lag screw - no pre -drill Steel - 314" to 3" CPVC Pipe - 114" TEK screw 314" to 2" Copper Pipe - I TEK screw 314" to 2" Steel Pipe - 114" TEK screw MAX. HANGER sae part 1t A 6 $PAGING EFRCO 314- 25.30.1%314 2.69" 1 3.25 67 597611 1" 25.3Q-180.1 2.94" 3.25" 70" 587612 1-114" 25-30-180.1-114 3,31" 3.25' 77 597813 1-t12" 25-30-100-1-112 3.56" 4.5" ez, 597814 2" 25-30.180-2 4.06" 5" 94, 597815 top mount � y - ; bottom mount side mount �F = 1 701 1. 25" The Iniormation Contained herein is produced In good faith and is believed to be reliable but is Ior guidance only. ARGCO and Its agents Cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of me prndurts. methnds nI use, nr preparation prior to use, mentioned In dur literature. It is the users responsibility to observe and adapt such precautions as may be advisable of the protection of pAmnnel and property in Lha handling and use nt any of our products. FOR MORE INFORMATION CALL ARGCO AT 1•6a0-E64-1016 OR LOG ONTO WW W.AROCO.COM ARGCO INSTALLATION INSTRUCTIONS STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC Designed to mount CPVC pipe to wood or composite wood joists with a minumum 3/8" thickness. 1. Snap strap over CPVC pipe. 2. Squeeze strap back around pipe. Allowing pipe to slide back and forth. 3. Fasten the strap to the wood surface using the two hex head screws provided. NOTE: All sizes can be used as a restrainer in the bottom position. The 314" size only can be used as a restrainer in the top position. W All safety regulations required by the jobsite must be observed. -Observe all federeal and local safety regulations *Wear safety glasses and hard hat at all times -Be aware of personnel working above and below ,Wear gloves to avoid splinters and cuts. -When working above ground , be sure the structure will support your weight. w data s ARGCO GUARANUED One Hole Strap for CPVC Provides support for CPVC or Polybutalene fire sprinkler piping in fire sprinkler systems installed per NFPA 13, 13R and 13D. -Fastened with a Hardened Hex Head Screw, #10x1-1I2", supplied with the strap. -Pre-galvanized finish. csus File VIXH.EX6587 MAX. HANGER 0055 BEFERENCE Size Item # A 6 SPACING TOLCO' ERICO� 314" 25-30-160-314 1" 2-7116" 1 5-112" 12722 1070075 1" 25-30-160-1 1.7AF 2-11AV e" 12746 1070100 1-114" 25-30-160-1-114 1-51a" 3-1116" B-112' 12753 1070125 1-112" 25-30-160-1-112 1-W' 3.5/16" 7" 12760 1070160 2" 25-30-160-2 1-11MV 34T a° 12777 1070200 Installation and conTigurallon shall conform to the requiremems of the NFPA 13, instructions and applicable local codes. Install with hanger tabs upward only. Do not install on the bottom of a beam or under horizontal surface / hex head screw wood beam 1. Place PVC plpe into hanger. 2. Mount hanger into wood beam with screws proviced The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. AROCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. II is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM - 4 1 ARGCO CPVC Two -Hole 90° Side Mount Strap -Top or bottom beam installation -Galvanized steel, supplied with I" hex screws c&us File VIXH.EX5587 1. Snap CPVC pipe hanger into hanger. Dimples hold pipe in place. 2. Mount hanger onto wood beam with screws provided. 3. May also be used on the underside of beam. 4. Do anchor tightly to surface, be sure that pipe can slide freely through hanger. i (0- Col Do i CROSS REFERENCE Size Item # TO r.nl r pairnL 3/4" 25-30-175 314 012845 597827 1" 25.30-175-1 012889 59782 1-114" IPS 25,30.175-1-114 012876 597a29 1-1/2"IPS 25-30.175-1-112 012883 597831 2"IPS 25-30-175-2 012890 597932 Inslalialion and configuration shall conform to the requirements of the NFPA 13, instructions and applicable local codes. May be used as a guide in the upward position. Not designed to restrain upward movement of pipe. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM ARGCO CPVC TWO HOLE STRAP cspis File VIXH.EX6587 HEX HEAD SCREWS Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self -threading screws (supplied) Galvanized steel construction V4" pad # size 25-30.283 3!4" 25-30-284 1" 2540.285 1-114" 25.30.2a6 1-1l2" 25.30.287 2" ' Galvanized steel, r supplied with hex slotted screws 1 r 1. SNAP CPVC PIPE INTO HANGER. 2. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. 3. MAY ALSO BE USED ON TOP SIDE OF BEAM. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of ils product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW,ARGCO.COM Fire Protection Products GRINNELL G-FIRE Figure Tay Flexible Coupling General Description The GRINNELL G-FIRE Figure 705 Flexible Coupling is capable of pres- sures up to 300 psi (20,7 bar) depend- ing on pipe size and wall thickness when used In fire protection services. It provides a dependable method of joining pipe and is suitable for use in a variety of applications. Note: Rigid Couplings are recom- mended for dry pipe and freezer applications. NOTICE j The Figure 705 Flexible Coupling de- scribed herein must be installed and maintained in compliance with this document and with the applicable standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having ju- risdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or sprinkler manufacturer with any questions. Technical Data Sizes 1" to 12' PN25 to DN300) Maximum Pressure See Figure 1 Approvals UL, FM, ULC, VdS, LPCB (Cent. Nos. 669a and 673a) Housing Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings • Non -lead orange paint • RAL red (optional) non -lead paint • Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Min. Tensile = 110,000 psi/758,422 kPa), Metric - conforming to ASTM F568M Gasket (specify when ordering) • Pre -lubricated Grade "A" EPDMA violet color code ambient to 150°F (66'Q for fire protection systems. Not recommended for hot water systems. + Tri-seal Grade "E" EPDM, green color code -30'F to 230'F (-34°C to 110°C) (Refer to Data Sheet TFP1895 for aid in selecting proper gasket.) Care and Maintenance The GRINNELL G-FIRE Figure 705 Flexible Coupling must be maintained in accordance with this section. Before closing a fire protection sys- tem main control valve for maintenance work on the fine protection system that it controls, obtain permission to shut down the affected hre protection sys- tem from the properauthorities and no- tify all personnel who may be affected by this action. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or sprinkler manu- facturer regarding any questions, Automatic sprinkler systems should be inspected, tested, and maintained by a qualified inspection Service in accor- dance with local requirements andlor national code. Worldwide www.tyco-fire.com Contacts uL gUL� [vas FM LPCB APPROVED For Fire Protectlon pres"a gating, listing, and approval Informatlon, contact your GRINNELL RBpresentahve. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (PIN). Please specify the quantity, size, (ANSI inch size or pipe O.D.), figure number, and type of gasket: • Grade "A" Pre -lubricated EPDMA • Grade "E" EPDM Tri-Seal Page i of 2 OCTOBER 2013 TFP1820 ,,TPP1820 Page 2 of 2 Cl I A Nominal Pipe Size Max.t Max t Max: $ Deflection $ Nominal Dimensions Coupling Bolts Approx. ANSI O.D. Pressures End Load Cep Degrees Inches/ A B C Size- Weight Inches Inches psi Lbs, Inches per Fool Inches Inches Inches Qty. Inches Lbs. aN mm bar kN mm Coupling mmlm mm mm mm mm kg 1 1.315 300 407 0.13 5 30 1,16 2.24 3.94 1.81 2 318 x 2-1/4 1.3 25 33,7 2,068 1,810 3.3 96,7 56,9 100,1 46,0 M10x57 0,6 1-1/4 1.560 300 649 0.13 4'19' 0.90 2.56 4.19 1.81 2 3/8 x 2-1/4 1.5 32 42,4 2,066 Z887 3,3 75,0 65,0 106,4 46,0 M10x57 0,7 1-1/2 1.900 300 850 0.13 3�46' 0.79 2.75 4.44 1.B1 2 318 x 2-1/4 1.6 40 48,3 2,068 3,781 3,3 65,8 69,9 112,8 46,0 M10x57 0,7 2 2.375 300 1,328 0.13 3`1 0.63 3.25 4.88 1.88 2 318 x 2-1/4 1.7 50 60,3 2,068 5,907 3,3 52,5 82,6 124,0 47,8 M10x57 0,6 2-1/2 2.875 300 1,947 0.13 2029, 0.52 3.69 5.50 1.88 2 3/8x2-1/4 2.0 65 73,0 21068 8,660 3,3 43,3 93,7 139,7 47,6 M70x57 0,9 76,1mm 1000 300 2,120 0.13 2*23, 0,50 4.00 5.75 1.88 2 M12 x 76 3.1 65 76,1 2,068 9,430 3,3 41,7 101,6 146,10 47,8 1,4 3 3.500 300 2,685 0.13 2�3 0.43 4,38 6.50 1.88 2 112 x 3 3.1 80 88,9 2,068 12,832 3,3 35.8 771,3 165,1 47,8 M72x 76 1,4 10B4Omm 4.250 300 4,256 0.25 3"22' 0.70 5.50 7.50 2.06 2 M12x 76 4'2 100 108,0 2,068 18,931 6,4 58,3 139,7 790,5 52,3 1,9 4 4.500 300 4.769 0,25 3'11 0,67 5.69 7.75 2.06 2 1/2 x 3 4.0 100 114,3 2,068 21,213 6,4 55,8 144,5 196,9 52,3 M12 x 76 1.8 133,Omm 5.250 300 6,494 0.25 2'44' 0.56 6.56 9.50 2.06 2 M15 x 83 7.2 125 133,0 2,068 28,885 6,4 46,7 166,6 241,3 52,3 3,3 139,7mm 51500 300 7,127 0.25 2°36' 0.55 6.81 9.75 2.06 2 Mr6 x 83 7.2 125 139,7 2,068 31,701 6,4 45,5 173,0 247,7 52,3 3,3 5 5.563 300 7,288 0.25 2°35 0.54 6.88 9.75 2.06 2 518 x 3-1/4 7.1 125 141,3 2,068 32,417 6,4 45,0 174,8 247,7 52,3 M16x83 3,2 159,Omm 6.250 300 9,204 0.25 2017, 0,48 7.56 10.31 2.06 2 M16 x 83 7.4 150 159,0 2,068 40,939 6,4 40,0 192,0 261,9 52,3 3,4 165,1mm 6.500 300 9,950 0.25 2 72 0.46 7.75 10.69 2.06 2 Mf6 x 83 7.1 750 765,1 2,068 44,258 6.4 38,3 196.9 271,5 52,3 3,2 6 6.625 300 10.336 0,25 2'10 0.45 7.94 10.69 2.06 2 5/8 x 3-1/4 7.1 150 168,3 2,068 45,975 6,4 37,5 201,7 271,5 52,3 M16x83 3,2 216,3mm 8.516 300 17.024 0.25 1'40' 0.35 10.07 13.50 2.31 2 M20x 127 12.4 200JIS 216,3 2,068 75,723 6,4 29,2 255,E 342.9 58,7 5.6 8 8.625 300 17,519 0.25 n 1 40 0.35 10.19 13.56 2.50 2 314 x 4-3/4 14.5 200 219,1 2,068 77,925 6,4 29,2 258,8 344,4 63,5 M20x 121 6,6 10 10.750 250 22,679 0.25 1 20 0.28 12.69 16.38 2.63 2 1 x 6-1/2 28.0 250 273,0 1,724 100,875 6,4 23,3 322,3 416,1 66,8 M24x 155 12,7 12 12.750 250 31,902 0.25 1'7 0.23 14.94 18.88 2.63 2 1 x 6-112 36.5 300 323,9 1,724 141,905 6,4 19,2 1 379,5 1 479,6 66,8 M24x 165 16,6 Maximum available gap between pipe ends. Minimum gap = 0. $ Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact TYCQ Fire Protectlon Products for details. Gold color coded metric bolt sizes are available upon request, $ Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. FIGURE 'I FIGURE 705 FLEXIBLE COUPLING NOMINAL DIMENSIONS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright 02013 Tyco Fire Products, LP. All rights reserved. tgco Fir- PrniecNon Producrs tqC0 Fire & Building Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 www.tyco-fire.com Grinner Grooved Fire Protection Products Figure 716 Flexible Reducing Coupling General Description ZVdS LIL IrSee Fire Protection FM L Submittal Sheet for Pressure Rating and Listing/Approval Information The Figure 716 Flexible Reducing Coupling allows a direct transition between two different pipe sizes, and replacestwo couplings and reducing fitting. It is capable of pressures up to 350 psig (2413 kPa) depending on pipe size and wall thickness when used in fire protection services. Note: Reduci ng Coupli ngs are not recommended for dry pipe and freezer applications. WARARAII& The Figure 716 Flexible Reducing Coupling desetibedherein mustbe installedandmaintained in compliance with this document as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authoritfes having jurisdiction. Failum to de so may impair the performance of this device. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Figure: 716 Sizes: 2- x Vh' - 8' x 6" Approvals: UL, FM, ULC, VdS, and LPCB; See Fire Protection Submittal Sheet for exact Listing 1 Approval information. Housing: Ductile iron conforming to ASTM A-536, Grade 65-45-12 Protective Coatings: • Non -lead orange paint • Fire brigade red (optional) non -lead paint • Hot dipped galvanized conforming to ASTM A-153 Bolt/Nuts. Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Min. Tensile 110,DOD psi1758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) • Grade "E" EPOM, green color code (See Data Sheet TFt 1895 for aid in selecting proper gasket) Ordering Procedure When placing an order, indicate the full product name. Please specify the quantity, figure number, type of gasket, Grade "E" EPDM, and size. Grinnell Grooved Piping Products, valves, accessories and other products are available throughoutthe U.S., Canada, and internationally, through a network of distribution centers. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspection, testing, and maintenance of theirfire protection system and devices in accordance with the applicable standards ofthe National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The installing contractoror product manufacturer should be contacted relative to any questions, Any impairment must be immediately corrected. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and property installed and mai ntained under normal use and service. This warranty will exp Ireten (10) years from date of shipment byTyco Fi re P rod ucts. No warranty is given for products or components manufactured by companies not affiliated byownershipwithTyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), andlorthestandards ofany other Authorities Having Jurisdiction. Materials found byTyco Fire Products tobedefectiveshall beeiiherrepaired or replaced, at Tyco Fire Products'sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume fur 4, any other obligation i n connectionv4th the sale of products or parts of products. Tyco Fire Productsshallnot be responsibleforsprinklersystem design errors o r inaccurate o ri ncomplete infomratie n supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIALOAMAGES, INCLUDING BUTNQT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCOFIRE PRODUCTS WAS IN FORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENTSHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE ANS6010 i IqA jfBANT!'!S MAAF 1NUEi! Of ANY AND ALL OTHER WARRRNa FafPIIESS OR INELIEp._ AI 1010_ WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICf1LAR PURPOSE. Page i of 2 July 2004 TFP1830 Page 2 of 2 TFP1830 Figure ■Grooved Coupling ■: c Pipe Max. `t End Gap Max.t Pressure Max.t End Load Nominal Dimensions Deflection t Bolt Net Wt' D.D. A B C Inches/ Size Inches Inches psi Lbs. Inches Inches Inches °Per Foot Size*, Lbs. mm MM kPa N mm mm mm Coupling mm1m Dia. x Lg. Kg 2` x 11/2" 2.375 x 1.900 0.13 350 992 3.50 5.06 1.$$ 0.39 31R x 2114" 2.0 60.3 x 48.8 3.3 2,413 4,412 88.9 128.5 47.8 53 32.5 M10 x 57 0.9 21l2" x 2" 2.875 X 2.375 0.13 350 1,550 4.00 5,50 1.8$ 0.32 NW x 21/4" 2.5 73.0x60.3 3.3 2,413 6,894 101.6 139.7 47.8 1°-33 26,7 M10x57 1,1 76.1 x 60.3mm 3.000 x 2.375 0.13 350 1.550 4.19 5.88 1.88 0.32 3.1 76.1 x 60.3 3.3 2,413 6,894 106.4 149.4 47.6 1 ° .341 26,7 M12 x 76 1.4 3" x 2" 3.500 x 2,375 0.13 350 1,550 4.69 6.50 1.86 0.27 1/2" x 3" 4.5 88.9 x 60.3 3.3 2, 413 6,894 119.1 165.1 47.8 1 ' 17' 22.5 M12 x 76 2.0 3` x 2112" 3.500 x 2.875 0.13 350 2,271 4,69 1 6.50 1.88 0.27 1/2" x 3" 4.6 88.9 x 73.0 3.3 2,413 10,101 119.1 165.1 47.8 1 - 17' 22.5 M12 x 76 2.1 88.9 x 76.1,r 3.500 x 3,000 0.13 350 2,474 4.69 6.50 1.88 1° - 17' 0.27 M12 x 76 4.5 88.9 x 76,1 3.3 2,413 11,004 119.1 165.1 47.8 22.5 2.0 4" x 2" 4.500 x 2.375 0.19 350 1,550 6.00 8.13 2.00 0.55 S1a" x 3114" 7.0 114.3 x 60.3 4.8 2,413 6,894 152.4 206.5 50.8 2" - 38' 45.8 M16 x 83 3.2 4" x 21/2" 4.500 x 2,875 0.19 350 2,271 6.00 8.13 2.00 0.55 51�" x 31/4` 6.1 114.3 x 73,0 4.8 2,413 10,101 152.4 206.5 50.8 2° - 38 45.8 M16 x 83 2.8 114.3 x 76.1 mr" 4.500 x 3,000 0.19 350 2,474 6.00 6.13 2.00 24 - 381 0.55 M16 x 83 6.2 114.3 x 76.1 4.8 2,413 11,004 152.4 206.5 50.8 45.8 2.8 4" x 3" 4.500 x 3.500 0.19 350 3,366 6.00 8.13 2.00 0.55 5/e" x 31 4" 6.2 114.3 x 88.9 4.6 2,413 14,972 152.4 206.5 50.8 2' - 38 45.8 M16 x 83 2.8 139.7 x 114.3mr" 5.500 x 4.500 0.25 350 5,564 7.06 9.50 2.06 2° _ 38' 0.55 M20 x 121 11.0 139.7 x 114.3 6.4 2,413 24,749 179.3 241.3 52.3 45.8 5.0 5" x 4" 5.563 x 4.500 0.25 350 5,564 7.13 9.56 2.06 2° 5' 0.44 Y4" x 42/4" 10.1 141.3x 114.3 6.4 2,413 24,749 181.1 242,8 52.3 36.7 M20x 121 4-6 165.1 x 114.3� 6.500 x 4.500 0.25 300 4,771 8.16 10.81 2,06 1'- 50' 0.38 M20 x 121 12.5 165.1 x 114.3 6.4 2,068 21,221 207.8 274.E 52.3 31.7 5.7 6" x 4" 6,625 x 4,500 0.25 300 4,769 8.38 10.88 2,06 1' - 44' 0.36 9/4" x 411/4" 12.5 168.3 x 114.3 6.4 2,068 21,213 212.9 276.4 52.3 30.0 M20 x 121 5.7 6„ x 5„ 6.625 x 5.563 0.25 300 7,298 8.38 10.88 2.06 1 ° 441 0.36 1/4" x 4314` 11.7 168.3 x 141.3 6.4 2,068 32,417 212.9 276.4 52.3 30.0 M2O x 121 5.3 8" x 6" 8.625 x 6.625 0.25 300 10,336 10.69 13.75 2.26 1 ° - 15' 0.26 1h. x 61/2` 23.5 219.1 x 168.3 64 2,068 45,975 271.5 349.3 57.2 21.7 M22 x 165 10.7 " Maximum available gap between pipe ends. Minimum gap = 0. t Maximum pressure and and load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ on other pipe materials and/or wall thickness. Contact Tyco Fire Products for details. See Fire Protection Equipment Submittal Sheet for Listing and Approval pressure ratings. t Max End Gap and Deflection is for cut grooved standard weight pipe. Values for roll grooved pipe will be 1/2 that of cut grooved. - Gold color coded metric bolt sizes are available upon request. General Notes; It is the Designer's responsibility to select products suitable for the intcnded service and to ensure ISO that pressure ratings and performance data Is not exceeded. Always read and understand the Installation 9001 Instructions (IH-1000). Never remove any piping component or correct or modify any piping deficiencies without first depressurizing and draining the system. Material and gasket selection should be verified to be compatible for the specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19946 Printed U.S.A. RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL, q . CITY OF LA QUINTA 6 78.495 CALLE TAMPICO. LA QUINTA CA 92253 • MAIN; 760-777-7000 *DIRECT 760-777.7074 10/15/2018 Miguel Carlos Symons Fire Protection 12155 Paine Pl. Poway, CA 92064 Re: Fire Sprinkler Plan Review — Washington Street Apartments Common's Building Ph. I FSS2018-0158 42800 Washington St. La Quinta, CA 92253 The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department — Office of the Fire Marshal personnel and are approved with the following conditions: 1) Approval of these plans does not include the piping of the underground system. Installing contractor shall provide separate underground plans for review and approval prior to installation. 2) The completed Contractor's Material and Test Certificate for Aboveground Piping shall be provided to the fire inspector prior to a final inspection. 3) A copy of NFPA 25 shall be provided to building owner at final inspection. 4) Permanently marked identification signs shall be attached to all control valves. 5) A sign shall be located adjacent to the alarm bell worded as follows: a) SPRINKLER FIRE ALARM - WHEN BELL RINGS CALL 911 6) Provide for 24 hour monitoring of the sprinkler alarm system. 7) The following inspections/tests are required to be witnessed by Office of the Fire Marshal staff; a) Overhead Rough: All installed/relocated piping must be visible. b) Overhead Hydro: Entire system shall be hydrostatically tested at a minimum of 200 psi for 2 hours. c) Underground Supply Flush: Flush of the underground supply line until clear of all debris and to the satisfaction of the inspector. d) Final inspection: Water -flow signal test as performed from the inspector test valve. As - Built plans required to be maintained on site as approved by the inspector. General Information sign and Hydraulic Calculation plate(s) affixed to riser and engraved with information in a permanent fashion. Title 19 "New" system tag affixed to riser. NOTE: The underground flush shall be done through a pipe or hose equal in size to the sprinkler underground supply pipe, prior to connection to the above ground sprinkler piping. The Fire Department approved plans, job card and conditions letter must be at the job site. RIVERSIDE COUNTY FIRE ❑EPARTMeNT OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 7&495 CALL.E TAmPlco. LA QUINTA CA 92253 • MAIN: 760-777-7000 •DIREc-r 760-777-7074 Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 72 hours in advance and may be arranged by calling (760)777-7131 SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Firc Safety Specialist �J I t� ra Y� VV CALIFORNIA nCT U 1 2018 DESIGN & DEVELOPMENT DEPARTMENT _ E 78-495 Calle Tampico CITYOFLAQLIINTA La Quinta, California 92253 COMMUNiIYf3EVElSyP,MENTdEPARmw (760) 777-7125 FAX (760) 777-7011 FIRE REVIEW APPLICATION ❑ NEW 0 TENANT IMPROVEMENT - PERMIT NO. ILI-101"' PROJECT INFORMATION (Please Print Project Nome: Wrli- hli'wh?l,' S f7�, .,rrsign: Site Address: y2 MO`ticht�AI4 r• Ca"A"_R � Print: City & Zip: z,,f A it2�1'l Pursuant to a Cooperative Agreement to Provide Fire Services, the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City's fire chief. Applicontrecognizes this contracted arrangement and shall comply with County Fire Department directions, APPUCANT/CONTACT INFORMATION CONTRACTOR INFORMATION: ❑ ame as Applicant info Applicant Nome; � I JIQ�� Contractor ! #: i c lo 6J7 2 0' 24,;— dl l CantrlCf Person: T�i �j �� Contact Person: Mailing Address: f �� ,�,4V1��e Mailing Address: City & dip: tZlev/;LC/�� City & Zip: Phone Number��l� � , ` Fox: Phone Number: Fax: Email: Mew � 1'1,r* •}/ 6 i e e d Emoil: A. APPLICATION YPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIALIINDUSTRIAL -..,.._., ---- _ ❑ HOOD & DUCT $405 ❑ 0-35,000 SQ FT $639 ❑ SPRAY BOOTH $795 ❑ 35,001-75,000 SQ FT $756 ❑ CELL SITE $795 ❑ 75,001-120,000 SQ FT $951 ❑ OTHER SUPRESSION SYSTEM $795 ❑ 120,001 AND UP $1185 MIsc ❑ TI COMMERCIALIINDUSTRIAL $405 ❑ HAZMAT $327 ❑ RESIDENTIAL - 15T DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 ❑ RESIDENTIAL- (EA) ADDITIONAL X $171 ❑ NEW COMMERCIAL - WO WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY @ $156/HR ❑ COMMERCIAL -SPRINKLER MONITORING $405 ❑ SPECIAL INSPECTION $161 ❑ COMMERCIAL - FIRE ALARM SYSTEM $1092 ❑ FIRE PUMPS $639 FIRE ALARM SYSTEM ❑ STANDPIPE SYSTEMS $561 ❑ COMMERCIAL- SPRINKLER MONITORING $405 ❑ WATER TANKS $390 ❑ COMMERCIAL -FIRE ALARM SYSTEM $1092 ❑ MASTER PLAN HOUR LY@51561HR STORAGE TANKS ❑ DISPENSERS ONLY HOURLY @$]561HR ❑ ABOVEGROUND HOURLY (P $156/HR Each application type includes ❑ Technology Enhancement Fee55 & Records M❑n❑gement Fee $10