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FSS2018-0157 Washington St Apts Phase 1Description: WASHINGTON ST APTS / BCOM2018-0008 / PHASE 1 COMMONS BLDG Type: FIRE SPRINKLER Subtype: Status: FINALED Applied: 10/1/2018 AHI COMMERCIAL/INDUSTRIAL Approved: 10/15/2018 EGO Parcel No: 609040007 Site Address: 42800 WASHINGTON ST LA QUINTA,CA 92253 Subdivision: PM 12323 Block: Lot: 1 Issued: 11/19/2018 SSW Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: 8/1/2019 KHET Valuation: $0.00 Occupancy Type: Construction Type: Expired: No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: 255 Applied to Approved Approved to Issued Issued to Finaled 14 35 • •1111111111111110 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE KAYLI ALFORD 6/13/2019 6/13/2019 EXTENDED PERMIT 6 MOS FROM LAST INSPECTION (2/26/19) NAME TYPE NAME ADDRESSI CONDITIONS CONTACTS 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 2:48:59 PM 1 of 6 WSYSiEMS CLTD DESCRIPTION ACCOUNT QTY 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 COMPLETED RESULT REMARKS NOTES DATE DATE APPROVED OVERHEAD ROUGH EGO 2/26/2019 2/27/2019 W/EXNEPTIO AS BUILTS REQUIRED BEFORE FINAL PIPING INSPECTION IS APPROVED. OVERHEAD HYRO EGO 2/26/2019 2/27/2019 APPROVED FIRE FINAL" KHET 8/1/2019 8/1/2019 Printed: Thursday, February 02, 2023 2:48:59 PM 2of6 CRWSYSTEMS 1ST PERMIT TECH (1 DAY) AARON HICKSON 10/1/2018 10/2/2018 10/2/2018 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 FSS2018-0157 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 2:48:59 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 2:48:59 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 THIS REVIEW IS FOR THE AS-BUILTS. NO 1ST FIRE (1 WK) EDGAR 3/19/2019 3/26/2019 3/26/2019 APPROVED- AS-BUILTS ADDITIONAL CHARGE WILL BE ADDED. GONZALEZ CONDITIONS CONDITIONS TO REMAIN. Attachment Type CREATED OWNER BOND INFORMATION ATTACHMENTS DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSS2018-0157- FSS2018-0157- WASHINGTON STREET WASHINGTON STREET APARTMENTS APARTMENTS DOC 10/15/2018 EDGAR GONZALEZ COMMONS PH. 1- COMMONS PH. 1- 1 42800 WASHINGTON 42800 WASHINGTON ST. - FIRE SPRINKLER ST. - FIRE SPRINKLER (COA).docx (COA).docx FSS2018-0157 42800 FSS2018-0157 42800 DOC 1/3/2022 JULIA AGGREH Washington PLAN Washington PLAN 0 1pg.pdf 1pg.pdf Printed: Thursday, February 02, 2023 2:48:59 PM 5 of 6 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSS2018-0157 42800 FSS2018-0157 42800 DOC 1/3/2022 JULIA AGGREH Washington PLAN 313gs Washington PLAN 3Pgs 0 approved.pdf approved.pdf DOC 1/3/2022 JULIA AGGREH Fire Review Application Fire Review Application 0 Comm Blgd Phase 1.pdf Comm Blgd Phase 1.pdf DOC 1/3/2022 JULIA AGGREH Fire Sprinkler Plan Fire Sprinkler Plan 0 Review_signed copy.pdf Review_signed copy.pdf Hydraulic Cal W_St Hydraulic Cal W_St DOC 1/3/2022 JULIA AGGREH Apartments 9 6 Apartments 9 6 0 2018.pdf 2018.pdf DOC 1/3/2022 JULIA AGGREH Inspection Log 2 26 Inspection Log 2 26 0 df 18.pdf 18.pdf p DOC 1/3/2022 JULIA AGGREH Inspection Log 2 27 Inspection Log 2 27 0 18.pdf 18.pdf DOC 11/19/2018 STEPHANIE FIRE JOB CARD FIRE JOB CARD.doc SWANSTROM Printed: Thursday, February 02, 2023 2:48:59 PM 6 of 6 WSYSiEMS APPROVAL COMPUTER RM BELOW a I r I MAIL 0 KITCHEN MECH� BELOW BELOW BATH BELOW BATH BELOW _7)p HALL i 7r_^aa a PIPE BELOW TO 4" MAX DIFLECTOR DISTANCE FROM BOJ. THIS AREA _ I OUTSIDE HALL BELOW HATCHED AREA REPRESENTS THE LOW CMU WALL, AT 6'-0" TYP. 10 " ELEC. BELL W/ SIGN AUDIBLE THROUGHOUT 1 " FD ROOF-�IF� - ROOF LINE OUTSIDE HALL V, CLG JJ Q 8' 2 CLG REIN. ' NEC 1 BATH 15 3 9 CLG 0 1, O (2) fl `�' 0 0 C, 8 2' 6 �r7 3' 1 1O BATH 3 1' O 1 " O r. ca 7'_2n 71 BARTDF EL_10At ' o , CL� i '-3" i EL=13' M .._. _,. LIP, 4' F 7' 11'-s" 7'JA OFFICE - A. 1,0 L�' O ! i 1 — � 1 I O V. CLG -13 O i 2 5 9 Z 11 3 (z "] 4 c 14 CLG i HALL 3i8 1 rO Os z CLG CO PUTER RM L=13 � _ 9' CLOT R a • LL7_ Lam,., - U-) EL=13 I a� to K 0 ULTI PURPOSE RM � - 10.. 3 O _ � co a - V. CLG EL=13' ' CONCEALED SPACE AREA 3V16r'-1, _OIL i i -n VMISER Wr 0 1'0�0 f r9 G U 810 4' o L,s's LAP 4 PT --i - _ 0 5'S 10, j 5'O now - FITNESS V. CLG Q C > C] ' r» 1 0 Icq 9'9 8 0 OQ Aft -, as 5 5' 0 2'-5'10' " I i o x i I � ls-x COVERED POOL AREA V. CLG D 4' 11'1f I p 00277 C+; o uJ D COVERED 10OL AREA 51, �- V. LG Q I 0 0 EL=15' CD `I1 1Q EL=17' 0 0 COVERED POOt AREA V. CL 0 0 14'1 14'1 ;4'-1" PIPE LEGEND ------------REPRESENTS 2" CPVC REPRESENTS 1 1/4" CPVC ALL OTHER PIPE NOTED COMMONS BLDG PIPING FLOOR PLAN 3/161I_1 1 TO li EL=18 O EL-17 a ; 4 n IREI'�QT�i 210 SF/HD M,4X .10 DEi csrr ' POOL I REPRESENTS LINE PITCH IN ALLSl.t}P]sD OF CLG CHANGECLG' S ISO NOT EXCEED 4/ 12 COMMONS BLDG PHASE 1 C7 0 BUILDING #ROUGH FINAL NOTES COMM IL=13 POOL EL V. LG , a EL=150 G e 0 td -1r' a rn RUCTURAL MEMBER AT OCCURS-2x4 MIN.) MMMY SWG SIDEWNDEP DR APRPROVED EQUAL SHMM Sw SMB 243 /4"x Y silo 25-3e0 EgAexs t 3/8- ZILCOCEb ROD (TOLCO) HANGER RING PIPE —MAN SIZE PER TABLE ~' STRUCTJRAL MEW j (AS QCCURS--2x4 MIN.}y SAMMY CST SCREW l OR APPROVED EQUAL I (TOLCO) 3/8' THREADED ROl) I (TOLCO] HANGER LNG PIFE�-MAX SIZE PER TABLE 50L1D WOOD J015T ATTAGI MINTS � NOT TO °GALE l a1�Ie Y9GEL SF}N!I g� � asT sa T/�'Y 2' Y d5' 59° R[Verside County Fire Department Office of the.Fire Marshal By: soar The approval of PWns and apvclficcA laps door not pamTlt the vkAsUm.deletlon, ornfulon ortaulty inatailatlon of any a rtgnh mants of Tlltla 24 or any Local Ordinances. Con buctlan shall rornain accow1b.1a and expu"d for Cnspact3an purponea until approved by the Ffre Department ps Q v/LTS - t ffnrb� r�vr4cr .7e A6717AfA) (TOLCO 980) SYAVEL FITTING �AFDDN 035) MOUEL K (TOLCO 4L) CLAMP TYPICAL FOR LONG17UDINAL TYPICAL FOR LATERAL (AFCON 035) � rl I� C.P.V.C. wP.V. mODEL x- —- _2 $WAY BRAcr~ FITTING a 9 �(AfCON 077) 5HAYEL FITTING e C (AF'CON 077) C_P.VX. CAP SYAVEL FITTING LATERIAL EOB LONGITUOINAL E013 CN C.P.V.C, ON C.P.V.C. Install Lateral AawnNy at do.ent ppaahta Iocatlon an alde outlet nipple of equal plea afro to mole. � SE I SM I G 5RAGE ATTACHMENT TO P I FE ARGCO HANG -ER SI�EGIr-ICATIC�NS C.P.V.C. MAX. HAW -.ER FASTENER HEX PIPE 817E BFACINrs (rT.) HEAD S[xl= Q U.LUSTEDHAHGERSFORC.P-V.0 PLASRCPIPE MEETSDREXCEEDSTHEREQIREMENTSOF H.F. P.A 13 t 3R, del X7SYSTEM x HARDEN EDHEXHEADSELFTHREADINGSCREW ISFURNISHEOMTHTHERANGERANDISVE MINIMUMrASTENERSI�ACCEPTABLE 1° b 5/kb 1 V4" b 1r1 ril[6 I V2" T 8/Ib ?" 8 5116 AFCON515HANCER HARDENEDHEXHEADSUFTHREA01t4G5CREW SFURHWEDYATHTHE H ANGERAH DI STHE MIHIAIUAIFASTENERSIZEACCEFTABi.E 0 0 HARDENECHEK-IEAQSELFiHREADIHGSMEW ISFURNISHEDWTH TKEHAKGERA1404STHE I.IINIMiIMFASTENERSIIEACCEPTABLE HARDENEDHEXHEADSETFT HREAOINGSCREW ISETIRNMHEDVATH THEHANrKRAN0IMF MIMMUMFASTENERSIZEACCEPTABLE I ; CPVCDOUBLEFASTENERSTRAPTYPEHANGER CPYCODUBffASTENER5TWTYPEHANGER Cp VC'NC+BLOp{"TYPEH ANGERU. L USTEO TWOH OLESTRAP SIDEM OUNTSTRAP `NOBL.ACK"HANGER T.O.R.EL=10' 1 1 /2'0 CHECK 4-WAY VALVE W SWAY BRACE H 300LB. WATER GUAGE L 2" DRAT N FLOW SWITCH U. v H 4" CHECK VALVE B.O.R. EL=3 COMMONST NSITION FROM AMES IBR TO STEEL -- 5-FT DF`A" (SWEEP) TRANSITION FROM PVC TO DUCTILE IRON HYDRAULIC SYSTEM 'This buildire fa proteseted bLg a Pgdraullcally Degnsci Automatic Sprinkler Natem Location COMMONS BUILDING PHASE 1 Sprinkler Informotion TOTAL NUMBER OF SPRINKLERS 60 NUMBER OF FLOWING SPRINKLERS 1 0 MANUFACTURE TYCO MODEL TY-FRB TY3551 201T QUICK RESPONSE l 2" ORIFICE 5.6 K--FACT4ft Basis of Design STANDARD NFPA 13, 2016 EDITION HAZARD GROUP LIGHT HAZARD I DENSITY .10 GPi�/SQ. FT. DESIGNED AREA OF DISCHARGE 1519 Sq, FT. System (demand GPM DFMAND BASE OF THE RISER 243.7RESIDUAL PRESSURE BASE OF THE RISER AT THE 59.4 PSI MAND AT THE WATER GPM ES PP Y SOURCE 343.7RESIDUAL WATER SUPPRESSURE LY 5O RCE �E 75.6 P51 HOSE STREAM ALLOWANCE: 0 GPM INSIDE GPM OUTME GPM TOTAL REMOTE SPRINKLER FLOW 21.0 Gpw ea 14.1 Psi 5YMON5 FIRE PROTECTION, INC. x� COMM BUILDING *�* SYMB MAKE Sa MODEL SIN YPE TEMP FINISH K-FACT CANOPY QTY _fym l �' 5P 15 a V\I -iT 5.5 = AT 25 1YMM T 5P 2W VI►�ff 4.2 11 TYM Fdl I - � S� 2W VV-IT 5.5 °�1 R-AT 24 TOTAL SPRINKLERS FOR COMM BUILDING:60 oto way 0 CL �� CJ Ld v, m 1 ri rr u.L 7 ^ $ O " LU � rL Q ` z U1 L2 W Z a a- a w z U w a LU LU ~ d Q 4c LU � N c J � � LU L J J `� o � � U u L d z 0 cl d W ❑ IL LO _j IS} LU [L l� W D3 co 7�. 'a-i � d 0 r- Ln 0 In — a N d r lL e— W it3 IL Z W LULU vs M LU �- LU LUp4 LU � a � LL ?.Ix _ W he Z 0I w D z c� 1I — �-yy LUo� V Q r4- V U o. U < in Z 39 jU 0 cf co z 0 w � L) a ° v a � o DATE : 09-06-2018 SCALE : ASNOTED DRAWN BY: IBARRA ,ll;a8 NO. -��4 18 SHEET NO. FP2 OF FP3 TI4i;PUST 5LOCK (T'''P_) -- ,----------- ' - PE R G VLL:D LU -1 c3 F fy 161 GATE VAVE _ FVG GLASS 200,C-`a00 EI NEW �" FEBGO �FS-1�V pGDA 5AGKFLOW ASSET` 5LY ' � �• � I� it li II ---------- Y yt� ! I FIEF RISER EXISTING 11,, � I I If L 1 a a LAUNDRY p� =40� �" COPPER III II rya fj ( I 5 -01 II fiYG - P1V 4 FDG i= - - - - - - - - - - I a ti 41' PVC GLASS 200,G-`300 : {'14 p EXISTING; I BUILDING 'vK" P I Ave -F1 e e'.- C� I j IL{ Oo4 p IT! v jjj J z W ktttttttttttl• > 1 R. --- -------- -- I — s 7 F1�R FRISER ,' I] Il II - - - COPPEI� I— , 51-0±.� , f Y _.... .._ _. GENERAL NOTES 1. THIS PLAN DETAILS THE FIRE SPRINKLER SYSTEM FOR: WASHMTON STREET COMMONS and LAUNDRYJMA1NTENANCE IBUILEAWS PHASE I 42WO WASHINGTON STREET LA QUINTA, CA S2203 2. COMMONS BUILDING TO BE HYDRAULICALLY CALCULATED TO (_10 6FMA5010 54FT), LIGIIIT kAZARD, WITH A HEAD &FACING OF 210$ MAX THROUGHOUT. I OJICK RESPONSE HEADS TO BE USED IN THROUGHOUT. - - 3. f5UILDING AREA: 2,561* S COMMON5 I3LDCs. 4. OCCUPANCY; A3 (FILLY SPRINKLE} ED) 6 COMMONS BLDG. 5, BUILDING CONSTIZ•1GTION TYPE: TYPE V13 n ° b. ALL FIRE 5PRINKLER 5Y5TE1" DE51GN AND INSTALLATION TO BE IN ACCORDANCE II II I WITH G.B.G., NFFA 13 (201E� Ed.) 5tANDARD5 AND LA QUINTA 1 1 FIRE DEPARTMENT PUBLISHED REQUIREMENTS. PROPOSED -i_ MAIN FITTING NOTES: A. ALL SPRINKLER RISER to be DYNAFLOW. OFFICE ALL MAIMS TO BE BLAZ.EMA5TER CPVC_ -.ul II v 7 B. ALL MAIN OUTLETS TG BE BLAZEMASTER CPVC. l61 ` NO S P Ri N L E RS _ C. ALL MAIN FITTINGS TO BE BLAZEMASTER CPVC. 6. BRANCH LINE FITTING NOTES: A. BRANC;1 LINE PIPING and FITINGS TO BE BLAZEMASTER CPVC. j e S. ALL FIRE SPRINKLER SYSTEM EQUIPMENT TO BE UNDERHRITER LABORATORY (UL) ; : LISTED AND CONSISTENT WITH NJ FA 13. I (D 10. ALL PIPE HANCsERS TO BE IN ACCORDANCE WITH NFPA 13 (9.1) E DETAILS. ' - 4 q Y a� 11. ALL SWAY (EARTHQUAKE: BRACING SIZE, LOCATION, SPACING, AND CONNECTIONS TO 51= IN ACCORDANCE WITH NFPA 13 C5,3,5J, ALL MAINS AND 13RACHLINES NLIN� AT b" OR LESS ARE NOT REQUIRED to be >+ LATERALLY SWAY BRACED, LONG TIUDINAL SWAY BRACING ON ALL MAINS REGARDLESS. 12. ALL. ELECTRICAL WIRING OF ALAW5 AND/OR SUPERVISORY 5WITHE5 A550CIATED WITH THE: FIRE SPRINKLER 5Y6`EM TO BE PER FOBBED 5Y OTHER5, PRIOR TO FINAL INSPECTION. 13, F'IF1WG TO BE FLUSHED AID l uR05TA7IC4J_Y TESTED AT 200 pal FOR TRIO HOUR5 IN ACCORDANCE WITS{ NFPA 24 AND LOCAL AUT14ORITT REQUIREMENTS PRIOR TO CONNECTINCx TO OVERHEAD SPRINKLER PIRNG. . v Y 114. 5YMON5 FIRE PROTECTION, INC. POINT OF CZNNECTION to be AT 12' A.F.F 5V[DING DATA 4ND CODE ANALYSIS G � � Existing General Plan Designation: Medium Density Residentiat (MDR) Existing Zoning Designation' Medium Density Residential (MR) Existing Specific Plan Designation: RiA. Existing Land tJse: Multi -family Residenlial v o. Proposed Land Use: Multi -family Residential Total Grass Site Area: 289,238 sf(6.64 acres) '' Total Net Site Area: 266,161 sf (6.11 acr+as) Total Site Building Area: 67.595 sf _ Total Parking Area: 20,815 sf (7.82% of Net Site Area) r Total Landscaped Area! 77,398 sf - " Total Active Recreation Area, 9,216 sf (11.90% of Tolal Landscaped Areas) -6 Greatest Number of Stories: One Typical Renovated Buildings A,B,C,D,E,Gj1,J Floor Area:: -1,962sf l- V i Renovated Building F Floor Area(with Laundry room): 5,083 sf ~' New Building K Floor Area: 4,119 sf New Building L Floor Areal. 5,596 sf New Building M Floor Area: 5,363 sf r Naar Building W Floor Area: A "'I sf r *New Laundry/Maintenance Building Floor Area. 966 sf ��[" P/V]J��G ti ; �- �7 fl l I •� i - #New Commons Building Floor Area: 2,587 sf T51—ic/= a - - - I'? Typical Renovated '! -Bed Unit: 613 sf ` "All i Typical New t-Bed Unit: 683 sf EXISTING BUILDING A 1! � VG vi Ne2-8ed unit: 1.1 s'i s# - - - -- 1 �1 EXISTING BUILDING - - - — 160 Newt1 3-8 Unit: 1.330 sf 'jj I-- -IIfRE R15E-M R� Z tj I Greatest Building Height:26'-0" Uj w A06 FfFIE RISk%2 1 Y Occupancy Classification: R-2. A-3, B 211 COPPER 11L11 b L I LanstrLCtluType: V-3 ►IG0FF=ER IL1 EXISTING I 5!_0Building- Code Data - ' "+1 I ' This project shall comply with the 2016 California Building Code• which l 1 U I L D I N G _....._ _ L H > - _ adopts the 20,15 1BC, 2015 UMC. 2015 UPC and the 2014 NEC. I I ----- -- -- Ord :;,--} . Gov rnit lu 2016 CaliforniaBui lding Gode (C6C) " 2016 California Mechanical Cade (CIVIC) 3 2016 California Plumbing Coda (CPC) • '�._ -—..__.— 5-- 5—•—_ S`-"`_...� S—'_"— ��... ...__-__ 5....__. .. � S«��- ......... ....__ _— r3—�.-...� �-.._-.—..__�.._ 5 r«��___. S_._•.- 5.....—.. _.�... ry_ � .-• y-•.••-----�-, 5�—. �J......__ s.....-._......�- r ._ ^n'"`..._—.._— ... S—......_.._ .— �._�...._... .. � 0 2016 California Electrical Cade (CEC) Y +1 d) A i ; 2016 California Energy Code (CEC) 2016 California Fire Cade (CFC) : 2D16 California green Building Cade (CALGreen) 'Mn COURTYARD _ �p�n•CrD I .� THE RIVEA8IPE APPROVAL RE D5PARrMENT I -- _ ........ _._ - � i 1i 'S" I i I - ` { HAS REVIEWEI] AND APPROVED THE PLANS ASSpCIAFEG 8�-r r••{ �` ' •� a i 1 I D G U RTYARDAV WI. THE PIURVED P AN tS NtJMH ER LI5TEP U,� r:J i BELOW_ APPROV eo pLAN !S �FALId FOR ONE YEAR i� !l ! 0.N6 IS 5IJHJ£C7 TO COMPLIANCE wITN P �. a L FIRE N�"DRANT °i kconEs k 0- II. t, � APPLIINc. LRe4 J1RrU FIELC HSP CT DNg OVAL yf �•^ + �,1 PVG GLA55-�-- 200,G-900 I I I jI a - 0 1 * k i S ,UAI 1'P- r,'�- rep£RMIIT�Cs, s.P ..-�----------------------- GATE I �L VE ��rh j / j� j� I O TI I n � r-• .----_....-----..�_..___ p-:_._._�.__�---------___------- ' J / II f^� ■ � ��E� �E71kLr�lY IYV I U: _011i FIRE H9PRANT L COMMONS BUILIDINCs Ira DESIGNED FOR L[Cxt 4T N4AZARD � T� �� scak_e: ln��} -m" OG ,UFANC-' (.Im GPM/1500 5F.) WITi4 100 CsPM OUTSIDE HoS=_ COMMONS BLlll-pINC: 210 S.F. MAX. PEER STANDARD l4EAD_ _.GOMMON5 51JILDING 1S COMBUSTIBLE, UNOBSTRUCTED. .s. A:�:_. _ _ ._._._::..k..�,� �.: Coachella Valley Vvater Disiriu r•1 „,}CFI I j=,. •,ii I �;' ! •TM L 75515 Hovkey Lane East ;; .�' i _.._ I .m` ,. I Palm Desert. CA 42211 )'ri'• i l ! ; D mestic water System Flow Analysis E- _ - r�±I„ _-x�I �' ,t' � �, -.�-• rc . ❑Dnestic Water Sys[err: FlavAAA tplS (Hydraulic % Hiaail c%etj Requested gyT5Y SFIRE PR TECTiON -- -- - - PatE'- /15ja S f ' Address: 12155 PAINE PLACE APIS4: 609€ 40007609040023 f POWAY, LA 92064 -- --- --... C g I ! Req. Fire Flow: 15a0gpm a1 20ps1 for? hours. ! a-"..V`-f� '� t; �` �� isril Contort Name:f AFIGEIAZUPAAYA Project blame: WgSHINGTONSTREET APARTMENTS NOT TO SCALE L r I 4 v° I � 4 - ', I� €� r ; ' (i .- j Phone: 619 588 8364 - - -- § r : I Email: angefa@syrrionsfp.com Ce[I- tl :• r• i i._:� .� 1 1 _, Oon►a&tiWater�r ater System HYQRAN70N HIO[]EN RAVER ROAD fQR WASNINGrDN APARTMENTS, PZ 18-8919, G£D 5.7.18-2 Country Club fir• 10 I ` r"' l i Plow Ana kysk Lntation: AL Ab - - -- -. i model Information i.. r. - Requested A 1 j= HDwAnal slsDescrl t}on ;•� y p Test i Test 2 Test 3 I -rest 4 Flow Domestic FTTHIESS COVERED POOL AREA { i _' v'7 PWL EQUIP. M x 1 Elevation Ft i25.5 I --- _ system flow MULTI PURPUSL 1tM available Steady Scat , L7ynarniC (frsi�: I 92.91 None ! without Residua: Pressure (psi):9t7.25 - -- -- -.--- - ----- . j # exceeding r 1 _.1' -�• II § j � ! j Flre Flow Tested igpmj; i 73{S _.� - - -- - — -. N/A CVWO's � rY t _ _ `.J.' - -- E rn6' d Total! ! - 0 me p NJ/k criteria_ —- -7 - II— _ —I �-_'•'yj, 5" ; - - "'-- - - -IL _ -- - .. ., _ _ I ;I - Teeounc[ion: i882 1 Duration 2 hour sHre How Analysis De.n�nd Conditions, PI?ak Day D e_m.._a.n. d I I —I 1—i I—r [ I P. MneivdifNi jLevpl3sj.5694j127' GEQ r7-18-2 Pamps eratlr,g No'sPumps OnTT CUTT --- --- - --- SEC1 I pressure Lone and HGL Valley {335" FIRE R15EF- 41, Afi'''IE: - PIV 4 FDG - k w wrl � v � 1 � 4 Jul wj 9 t a •if Il II If 7 r I p PROPOSED COMMON a AREA r FIRE R15ER 411 Al�'1ES I ER v 6I-0} 1 •,; G - a -mg ! e• 1 000 - - vL Y li • Havlay Ln. E 9 + Site Location Fred Waring [k_ I VllF: 74386 AZ 18-8919 Mlodei= I Hidden River FF-CVLi'© i�omcsticN'ater P1Z6JI; Tech: Ruben hl E Miles Ave. _••- ! Comments: i The domestic water system israpable af.providing 73i} gpm;far Z hours That satisfies CVUiiI's srtirl]rrlt rrs Pressure, 1 vefoc}tyr and/or head loss criteria. This simulated-.s.ystem flgsv.analysls may not Inidude all fa.phties that maybe 1 'required for thisdtavefaprnent/project. Please che& with D} *eloprnent Services for further. Wai'rnaltion oh all i North r - trequired facilities.,:The theoretical flow to dropthe iesldual pressure to 20 psl is greater than S,000 gpm. Please. i note thetheoretical xceedCVWOs design criteria o n the domestic water network. } ;. •.:.r _ i ' sarrrrr ' These results are }cased an hydraulic modelling and riot a guarantee that C1f41�0's domeslkc water system wil! have the capacity to I 5 TALL A +SEW FIRE 5FRINKLER 5 r5TE f supply xaler to the ptojert at the Flows or pressures indicated. !t is important to note that the capacity of the on -sire fire system, per N.F ',4 13, 2016 DiTIQI For a N ?.0 COT"Tl'?ON BLDCx. SECT f O FLOW TEST NoT TO ScAl-5 Ell V� z 0 0 W W MY Z R N O � d 4 � � U_ U LU 0� F s a a � .)c .k IIIII� LI1 i Ln ko IN to N M _ j W ko to J3 ko U J LL N LU M a. LL U i1) �I L1 o d � t � LU a -x . ; W Ln I C] ❑ t J m WI C 10 11Uj IM a Lin � lP L.. I. V r- � LL r— W Q 1 Vi t-� W H CL 13- W LU il- 0 Cry WLU LLI tom' o m to tW Im-LU - 1- !� 11- O t/i Z C3 CV sV °c z iz z O L LU H xU LU 0 Ua V 4 U U tW 2 ?U Z o= R Z Ud W tn "a U 6/! 7 r- < z _ d r O EL U p DATE: 09-06-2018 SCALE : AS NOTED DRAWN BY: iBARRA JOB No. 18-0204 SHEET NO. FP1 OF FP2 I COMPUTER RM 'I j BELOW 0 IT I 04 -"3 KITCHEN MECH j BELOW BELOW BATH " BELOW r' I i CC3 HEADS TO SPRIG -UP F1ROM CPVC PIPE BELOW TO 4" MAX DIFLECTOR DISTANCE FROM BOJ. TH S AREA C'T Tnt,rt.T 17nn T1 T7 T' T1 n T- A t r T' ILNTi 17 CONCEALED SPACE AREA 3/16,1=� f 10 BATH ' BELOW 4.— 7' = -7 HALL BELOW -- __EL 21' 4" RISER W/2 1/2".FDC OUTSIDE HALL BELOW 10" ELEC. BELL W/ SIGN AUDIBLE THROUGHOUT �T� .... ROOF LINE r� El _ OUTSIDE HALL I MAIL 8'2 CLG HATCHED AREA REPRESENTS THE LOW CMU WALL AT 6 I -OTT TYP. I.LOCJI' L-INE V CLG c�1 RED_ O �a � - BATH a- -I- Q -� 4 ° 9' CLG 9' CLG G 1'8 2'J(21 i g 2 3' 1 IO '3 1rGe7- 5L3 _T�, 4 " V3EL=1 ' BATH = , 7.............. _t �-- 5, I_ ram, 9 CL l c�BARTOP - i:4'FT -I_❑ �-- =f'- ;��---I ��:" - �� —7'-- OFFICE T10 �;10r } —§— I rit1 V. CLG I i 211 3 �„ `r '� 14 CLG ; r HALL � ,. _ _.�,, . , ._.__.�.� -_. _ -- -- �.- �, a' � CLG � 13' � CO UTER'CLG RM r r E� � - ri � � EL � 3 EL-13' EL=13' ._ Cq ^ .....� r..� ❑ MULTI PURPOSE RM � cn �I �, � � w 2' � ' � 4' 0 4 . -+ --- — -- 7' 8 7' 0 8,0 ►mot ►,a 1 .UP 4' FT D 516 5,0 1 FITNESS 7 V. CLG i I p ❑ ~5' 6[} a V. CI,G - ❑ EL-1. 13 I in ❑ COVERED JOCIL AREA m _Cn - - V.40 LG r•k I COVERED POOL AREA - LP V. CLG00 �° r ❑ I r {I 12' 3 EL=17' r C ❑ FL=17 71 op lo- COVERED. PO4 AREA =� _ V. CL °7 I r .___1 4'— 1 14' U REMOTE AREA ' 210 SF/HD 1" IAXIO' .10 DENSITY 151` S.F. POOL PIPE LEGEND ---REPRESENTS 2" CPVC REPRESENTS LINE PITCH IN ALL SLOPED �_---�- CLGS D0 NOT EMCEED REPRESENTS 1 I/4" CPVC OF CLG CHANGE 4/I2 ALL OTHER PIPE NOTED COMMONS BLDG PIPING FLOOR PLAN 3/1611^11_o}T COMMONS BLDG PHASE 1 BUILDING # ROUGH FINAL NOTES COMM V.[Li EL-15 1 n DRAIN STRUCTURAL MEMBER {AS OCCURS-2x4 MIN.] SAMMY SWG SIDEWINDER OR APRPROVED EQUAL mom MM 25380 5ACX 2 ! (TQLCO) Va. THREADED ROD— {TS]LC0) HANGER RING PIPE —MAX SIZE PER TABLE z �_r STRUCTURAL MEMBER 2 N (AS OCCURS-2x4 MIN.} SAMMY GST SCREW OR APPROVED EQUAL (TO3/9• THREADED RO'.3 (TUT HANGER RING PIPE -MAX S ZE PER TABLE 5iOLID W00D J06T ATTAC�Ih1 NTS NOT TO SCALE EpOEL �'� F�l+' E 9tC 3Fff MT a�ae5 ar,e•, 2,r �-�) LS•—Sa (TOLCO 980) 5W\0FL FITTING sTaEEL �AFCON 035) MODEL i( (TOL.CO 4L) CLAMP TYPICAL FOR LONGITUmNAL TYPICAL FOR LATERAL C.P.Y.C. (AFCON 030 MODEL K SWAY BRACE FITTING O ■ (AFCCH 077) `{AFGON 077} C-P.Y.C. CAP { SVAVFJ. FITTING SWIVEL LATERIAL E09 FITTING LONGITUDINAL EQB l ON C.P.V.C. ON C.P.V.C. Inatpll Lateral Asa Wy 4t daae.t poulble location on aide outlet nople at equal pipe else to morn. ��E I Si"1I C BRACE ATTACI 4MENT TO FIFE ARCO ANGER SPEGIFIGAT[�NS GP.V G MAX HAW_-, R F 48T�NER H?X MAX f IM SIZE SPACING (FT.) HEAD 512E G 3J4" 51f2 S/Iry U STE"ANGERSFORC.P,V,C.PLASTICPIPE MELMOREXCEEDSTHEREOIREMENTSOF N.i.I .W4T ,T3R, dc,3D5YS TEMS kARDENEDHEMEADSELFn4frADiNGSCaEW ISFURNISH EDWITHTHEHANGERAN DISTHE L41NIMUMFASTENERSIZEAOCEPTMLE I" 6 5flh 1 V4" 8 If2 5f16 - - I �' 1 5116 Z" a 5110 AFCUN515HANGER HARDENEDHExi•iMSELFTHREADINGSCREW ISFLIRNISHEDIMTHTHEHANGERANDiSTHE MINIMUMFAS TENE.4512EACCEP TABLE 0 0 NARDENEDHFMEADSELFINREADINGSCREW ISFURNISHEDWTHTHEHANC FRANDISTHE MINIMUMFASTENERS2EAOCFpTA8LE HAROENEOHEXHEADSEIFTHRE+wINGSCREW ISrURNIS=WMTHTHE HAH0MAN01Sh1E WN IMUMFA57ENER SIZEA CCEPTADLE 0 0 CPVCppU6{EFpSTENERS7RAPlYPEFIIWGER CF'VCDOUBLEFASTENERSTRAPIYPEHANMR CAVC'NOBLACK'TYP`EHANC£RU.LU5TED TW E7 SIDEMOUNTSTRAP 'NOBLOCK"HANGER a T.O.R.EL=ld 4WAY SWAY BRACE rA 300L�. WATER GUAGE 2'• DRAIN FLOWISWITCH 7Jn� �X�� .7-f� 4" CHECK VALVE B.O.R. EL=3' COMMONS TRAM ITION FROM AMES;IBR TO STEEL 52FT OF ��" {SWEEP TRANSITION FROM PVC TO DUCTILE IRON HYDRAULIC SYSTEM We bulldfrQ is protected by a 4� draullcally Dlssfgned Automatic 5prinkler System Location COMMONS BUILDING PHASE 1 Sprinkler information TOTAL NUMBER OF SPRINKLERS 64 NUMBER OF FLOWING SPRINKLERS 10 MANUFACTURE RYC� MODEL TY-FRB TY3551 2Qa' QUICK RESPONSE 1 2n ORIF[CF 5.6 K-FACTOR Basis of Design STANDARD NFPA 13, 2016 EDITION HAZARD GROUP UGMT HAZARD DENSITY .10 GPM/so. Fr. DESIGNED AREA OF DISCHARGE 1519 S4. FT. System Demand GPM DEMAND THE RISER F 243.7+ BASE OF HRESIDUAL F RISER AT ;HE 59.4 P� GPM DEMAND AT THE 343.7 �Pla WATER SUPPLY SOURCE WATERASUPPLYSSO RCE THE 75.6 KOSE STREAM ALLOWANCE 0 GPM IHSiDE 1� GPM OUTSIDE r}1q GPM gTDTpL REMOTE SPRINKLER FLOW 21.0 GPM a 14, I P5 � M0N5 FIRE PROTECTION, INC. FIRE SPRINKLE LEGEND 5YM MAKE AND MODEL SI# SPACING K-FAC SIZE TEMP TYPE FINISH CANOPY - OTY ! TYGO SEIES RFII TT-3551 210*. 5.1& 11/2 1&5` 55P WHITE Wk/CNCLED 2� 0 TYCO SERIES CG3 TY21S5 15ra0' 4.2 1/2 200' 55U 3RASS - 11 0 TYC0 SERIES TY`FRS TY323 210*'I 5.r0 l/'2 200' 55P C_kRM CH/;r'EGESS 24 Total Sprinklers This Sheet (00 RACTOR* NC, w �d �. o_ 1--am �d L 0 [d3 �_ 0o CL ., ON tea¢ N3Of'1 Ln C4 n � i m n w z ❑ Y n MJ H U z 13 z 0 —�ry Ln y w z y Z o 3 EL Q UA 7 U. iz z M W d O d 2 ul Ill tI] N f17 ❑ �! k m - ko U JI � � LU [ V 'LLt77 z L3 {� 1 W L Q a ♦ W U1 I W _J W CO z Ln 0 a. Q0) U) -- W' Id r— LL r— W CL t z W w CIO) � W Q I W Lu S W W OC Ia :0, u+ F... t 3 W V! Z v °,c In J hd Z D ca Z od O a �' uj Z Cn is 2 lu 0 U a 0 U U in Z 4 �z Oa =tea =h V) tT J LY =r C� LL c� a z W ~ 2 a ° o DATE : 09-06-2018 SCALE; AS NOTED DRAWN BY: iBARRA JOB NO. 18-0204 SHEET NO. i l i FP2 OF FP2 j COMPUTER RM � BELOW o I N'] KITCJIEN MECH I BELOW BELOW BATH BELOW CC3 HEADS TO SPRIG -UP FROM CPYC PIPE BELOW TO 4" MAX DIFLFCTOR DISTANCE FROM BOJ. THIS AREA 11 BATH BELOW — 7" Cn HALL I OBELOW ` CONCEALED SPACE AREA 3/161t=1 1 _0 u I 1— 8' r - OUTS IDE HALT. BELOW 10" ELEC. HELL ITV/ COMMONS BLDG PIPING FLOOR PLAN 3/1611=11 -011 .COMMONS BLDG PHASE I]] APPROVAL Rivemide Cc- v F. ire Departnnertt Off Ice By: BUIROUGH FINAL NOTES ` CommL�1J1Y11TJ 1-" offrara, at mans s• - .cpeoft dons Dora not P*M t the ylaas�pl, � .. Orr! .an or faulty lnetanatlon of ■oy "qukryrrv,"t: ,roc c: .r fitly 11.0"l Chd1nanees. Gonattvel-:• • • fenlaeq iccraalWoand expaxad for Impactor, p."'Usas until sflpr&lmd by the Fire aeparlrM I". STRUCTURAL MEMBER (AS OCCURS-2x4 MIN.) SAMMY SWG 51DEWNDER OR APRPROVED EQUAL MOVE. SHANK SING 20 1/4N 2- SM 215-3 0 51�ex Z 1 (TXCO) 3/8" THREAEIEO RQD— (TOLCO) HANGER RING PIPE -MAX SIZE PER TABLE z N (TOLCO) 3/15' THREADED (TOLCA) HANGER RING STRUDTLRAL MEMBER (AS OCCURS-2X4 M1N.)I ORMAPpR4VE6 EQUAL f WAX MODEL SHANK SRE SNZE W 20 1/479 2' 3' DST 25-= i1/16N 2 t - 4DX PIPE -MAX SIZE PER TA$LEi 50LID WOOD JOIST ATTACIal~IEg 0 NOT To SCALE I 4V-59' C70LCO 980) SWIVEL FITTING L.J _--(TOLCO 4L) CLAMP TYPN & FOR LONGITUDINAL (AFCON 035) C P.V.0 MODEL K SWAY BRACE FITTING (AFCON D35) � MODEL K TYPICAL FOR LATERAL C.P.V.C. { (AFCON 077) -(AFCON O77} C.P.V.C. CAP _ SWVEL FTRNG LATERIAL EQB 'VAVEL FITTING LONGITUDWAL EQ8 ON C.P,V.C. ON C.P.V.a Inetdl Lateral AeaemCly at doeeet pom bte locotko on aide outlet nipple of equal pipe dge to main. CfG,1►•iIF' �»hfi� At7h�-L.1TH�i�lt Tf1 �I»� ARGO HANGER SPECIElC;ATIaNS C..P_VrG MAX. HANGER FASTENER HEX P1PE 91Z6 94'ArW.P (FT.) WSAiD SIZE a14" 5 1/2 5I16 U,LUSTEDHANCUSFCRC.P.V.G.PLASTICPLPE MEETSDREXCMSTHEREOREMENTSOF H.F.P.A.13,13R.An 36SYSTEMS. HARDENt]DHEXHFADSElFhiREAD3NG' MEW ISFURNMAEDWITHTHEHANCERANDISTHE UINIMLILIFA5TENERSI7EACCEPTABLE 1" 6 SFlb 1 1/4" is 1/2' 5A6 I1t2° 7 9A6 2� 8 $iLG AFCON516HANGER H ARDENEDHEXHEADSELF7FREADNNGSCR N ISFURNISHEDNMTHTHEH ANGERANDI5'ME MINIMUNFASTENERSIZEACCEPTABLF HAHDENE➢HMEADSELFTH READIN=REW ISFU RNISHEDW THTHEHANGERANDIS7HE MINI MUMF?STENERSNZEADCEPTABLE NARDENEUHE*;EADSELFTHREADINGSCAEW ISFURNISH EDWITKTHEHANGERANDI S771E MINIMUWFAS7EhNER512EACCEF7ABLE v CPVCDGUDLEPASTEHERSTRAPTYPFBANGER CPVMOUBLEFASTENERS7RAPTYPENANGER CPVC'N0BLOCK-TYPEHANGUV.LUS7EO TWOHOLESTRAP SIDEMOUNTSTRAP "NOBLOCIC"HANGER 1 112" CHEC VALVE C COMMONS T.D.R. EL=70' 4-WAY SWAY BRACE 300LB. WATER GUAGE 2" DRAIN FLOW SWITCH 4" CHECK VALVE B.O.R. EL=3f TRANSITION FROM AMES IBR TO STEEL �—STFTOF41' (SWEEP) TRANSITION FROM PVC TO DUOTILE IRON HYDRAULIC SYSTEM Thfe building is protected by a H�draulicaily Designed Automatic 6prinklaer Egsta Location COMMONS BUILDING PHASE 1 Sprinker Information TOTAL NUMBER OF SPRINKLERS � NUMBER OF FLOWING SPRINKLERS 10 MANUFACTURE TYCO MODEL TY-FRB TY3551 200' QUICK RESPONSE 1 2„ ORIFICE 5.6 K-FACTOR Basis of Design STANDARD I NFPA 13, 2016 EDITION HAZARD GROUP L LIGHT HAZARD DENSITY .10 Gj/SQ. Ff, DESIGNED AREA OF DISCHARGE 1519 SQ. IT System demand GPM DEMAND AT THE �43.7 CPM BASE OF THE RISER LY RESIDUAL PRESSURE AT THE P51 BASE OF THE RISER 59.4 GPM MAND AT THE WATER ESUPPLY SOURCE 343.7 GPM WATER SUPPLY SOURRESIDLJPkL PRESSURE CE THE 75.6 P51 HOSE STREAM ALLOWANCE GPM IILSIM GPM OUTSME GPM TOTAL REMOTE SPRINKLER FLOW 21.0 GPM 0 1 C PS 5YMON5 FIRE PROTECTION, INC. *** COMM BUILDING *** SYMB MAKE & MODEL SIN TYPE TEMP FINISH K-FACT CANOPY TY TYa)RRI TY3551 EP 155 V T 5.5 =RAT 25 1YMCC3 T`2199 SEP 200 \AHT 4.2 UMIGHT 11 7ymml 55P 2w wir L 5.6 oc RAT 24 TOTAL SPRINKLERS FOR COMM BUILDING:(30 RACTooy* IN La jz a 04 & Iz c 00 U_+� L`lP SN I aF N m n r_ w 2 � o n z Q Ul L] Z 0 N U p W (a a 0 V I � � u h a ' 0 0 a dJ � W In J �0 N m ro 0 J 00 LU. C] G) ---' J kD d 13 .}C 4C � Q .Jy r ❑ 1 lL rq . 0) a jjjW rre�r r UJ rw U 0 Q N W ❑ w Ln 0 ❑ ❑ W OL LtJ10 Z N z 0 OLM d I) Ln �D W in r N ,— IL t� LU 1 H Z W ad LU z LU �- LLJ Ica LU LU Ll 1 Lai ad ZO w W mi ZO C4 F- °c a Lu z U 4 LU v'+ U � U4 CL V Z�:z V }U M =off'�ZU4 oWiC 3 LLi-2 z DATE: 09-06-2018 SCALE: AS NOTED DRAWN BY : iIBARRA JOB NO. 18-0204 SHEET N�. FPS vF FP3 �:� ..i a aN_ l�/V'F • fl./ffi A 1LIL 12155 PAINE PLACE POWAY, CA 92064 HYDRAULIC CALCULATIONS FOR WASHINGTON STREET APARTMENTS FILE NUMBER: I8-0204 DATE: September 6, 2018 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY. AREA OF APLICATION. COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: SYMONS FIRE PROTECTION, INC. LIGHT HAZARD .10 gpm/ 1519 sq.ft. COMMONS BUILDING 210 sq.ft. 10 SPRINKLERS 243.7 gpm 343.7 gpm 243.7 gpm @ 59.4 psi %" inch DESIGN/LAYOUT: FRANCISCOIBARRA EI"I. f FD AUTHORITY HAVING JURISDICTION: LA QUINTA FIRE DEPARTMENT OCT o 1 21U18 CONTRACTOR CERTIFICATION NUMBER: C 16-682025 WATER DEPARTMENT: COACHELLA VALLEY WATER DISTRICT CITY OF U,i tOMMUNITY Davv'.t CONTACT: RUBEN M. WATER PRESSURE INFORMATION: 92 psi STATIC 90 psi RESD 730 gpm FLOW CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 438071930) HRS SYSTEMS, INC. I>A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/812018PROGRAM FILES\HRS SYSTEMSIHAS887\HASS DATA118-0204-COMM.SDF JOB'TITLE: WASHINGTON STREET COMMONS BUILDING WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 92.0 90.0 730.0 91.5 343.7 75.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 343.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 243.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 18.0 K= 5.60 14.1 21.0 102 17.0 K= 5.60 14.8 21.6 103 15.0 K= 5.60 17.2 23.3 104 13.0 K= 5.60 21.7 26.1 105 18.0 K= 5.60 15.1 21.6 106 17.0 K= 5.60 15.9 22.3 107 15.0 K= 5.60 18.4 24.0 108 13.0 K= 5.60 23.1 26.9 109 18.0 K= 5.60 25.1 28.1 110 17.0 K= 5.60 26.2 28.7 5 13.0 - - - - 25.4 - - - 4 13.0 - - - - 27.1 - - - 3 13.0 - - -- 33.3 - - - 2 13.0 - - - - 44.8 - - - 1 10.0 - - - - 55.7 - - - TOR 10.0 - - -- 56.1 - --- BOR 3.0 - - - - 59.4 - - - ❑.2 -3.0 - - - - 62.3 - - U.1 -3.0 -- -- -- - 67.5 - - - DA 3.0 -- - - - 65.9 - - - DC 3.0 - - - - 72.9 - - - SRC -3.0 SOURCE 75.6 243.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/8/2018PROGRAM FI'LESIHRS SYSTEMS\HASS871HASS DATA�18-0204-COMM.SDF JOB'TITLE. WASHINGTON STREET COMMONS BUILDING PIPE DATA PIPE TAG 4(GPM) DIA(IN) LENGTH PRESS. END ELEV. NO2. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -21.0 1.394 PL 10.00 PF 0.3 101 18.0 5.6 14.1 21.0 4.4 150 FTG E PE 0.4 102 17.0 5.6 14.8 21.6 ❑.024 TL 13.80 PV Pipe: 2 -42.6 1.394 PL 10.50 PF 1.6 102 17.0 5.6 14.8 21.6 8.9 150 FTG T PE 0.9 103 15.0 5.6 17.2 23.3 0.087 TL 17.80 PV Pipe: 3 -65.8 1.394 PL 11.00 PF 3.6 103 15.0 516 17.2 23.3 13.8 150 FTG T PE 0.9 104 13.0 5.6 21.7 26.1 0.195 TL 18.30 PV Pipe: 4 -91.9 1.394 PL 3.00 PF 3.7 104 13.0 5.6 21.7 26.1 19.3 150 FTG T PE 0.0 5 13.0 0.0 25.4 0.0 0.362 TL 10.30 PV Pipe: 5 -21.8 1.394 PL 10.00 PF 0.3 105 18.0 5.6 15.1 21.8 4.6 150 FTG E PE 0.4 106 17.0 5.6 15.9 22.3 0.025 TL 13.80 PV Pipe: 6 -44.1 1.394 PL 10.50 PF 1.7 106 17.D 5.6 15.9 22.3 9.3 150 FTG T PE 0.9 107 15.0 5.6 18.4 24.0 0.093 TL 17.80 Pv Pipe: 7 -68.2 1.394 PL 11.00 PF 3.8 107 15.0 5.6 18.4 24.0 14.3 150 FTG T PE 0.9 108 13,0 5.6 23.1 26.9 D.208 TL 18.30 Pv Pipe: 8 -95.1 1.394 PL 3.00 PF 4.0 108 13.0 5.6 23.1 26.9 20.0 150 FTG T PE 0.0 4 13.0 0.0 27.1 0.0 0.386 TL 10.30 PV Pipe: 9 -28.1 1.394 PL 14.00 PF 0.7 109 18.0 5.6 25.1 28.1 5.9 150 FTG E PE 0.4 110 17.0 5.6 26.2 28.7 0.040 TL 17.80 PV Pipe: 10 -56.7 1.394 PL 21.00 PF 5.3 110 17.0 5.6 26.2 28.7 11.9 150 FTG 2ET PE 1.7 3 13.0 0.0 33.3 0.0 0,148 TL 35.90 PV Pipe: 11 -91.9 2.003 PL 15.00 PF 1.7 5 13.0 0.0 25.4 D.0 9.4 150 FTG T PE 0.0 4 13.0 0.0 27.1 0.0 0.062 TL 27.00 PV Pipe: 12 -187.0 2.003 PL 15.00 PF 6.2 4 13.0 0.0 27.1 0.0 19.0 150 FTG T PE 0.0 3 13.0 0.0 33.3 0.0 0.231 TL 27.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/8/2018PROGRAM FILES�HRS SYSTEMSIHAS587\HASS DATA\18-0204-COMM.SDF JOB'TITLE: WASHINGTON STREET COMMONS BUILDING PIPE TAG Q(GPM) DIA(1N) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -243.7 2.003 PL 7.00 PF 11.4 3 13.0 0.0 33.3 0.0 24.8 150 FTG 2ET PE 0.0 2 13.0 0.0 44.8 0.0 0.377 TL 30.40 PV Pipe: 14 -243.7 2.423 PL 36.00 PF 9.6 2 13.0 0.0 44.8 0.0 17.0 150 FTG 2ET PE 1.3 1 10.0 0.0 55.7 0.0 0.149 TL 64.50 PV Pipe: 15 -243.7 4.260 PL 5.50 PF 0.4 1 10.0 0.0 55.7 0.0 5.5 150 FTG T PE 0.0 TOR 10.0 0.0 56.1 0.0 0.010 TL 44.79 PV Pipe; 16 -243.7 4.260 PL 7.00 PF 0.3 TOR 10.0 0.0 56.1 0.0 5.5 120 FTG E PE 3.0 BOR 3.0 0.0 59.4 0.0 0.014 TL 20.00 PV Pipe: 17 -243.7 4.220 PL 6.00 PF 0.3 BOR 3.0 0.0 59.4 0.0 5.6 120 FTG E PE 2.6 U.2 -3.0 0.0 62.3 0.0 0.015 TL 18,58 PV Pipe: 18 -243.7 4.240 PL 260.00 PF 5.2 0.2 -3.0 0.0 62.3 0.0 5.5 120 FTG 7E PE 0.0 U.1 -3.0 0.0 67.5 C.D 0.015 TL 350.08 PV Pipe: 19 -243.7 6.080 PL 320.00 PF 1.1 U.1 -3.0 0.0 67.5 0.0 2.7 120 FTG E2T2L PE -2.6 DA 3.0 0.0 65.9 0.0 0.003 TL 413.11 PV Pipe; 20 FIXED PRESSURE LOSS DEVICE DC 3.0 0.0 72.9 0.0 7.0 psi, 243.7 gpm DA 3.0 0.0 65.9 0.0 Pipe: 21 -243.7 6.080 PL 26.00 PF 0.1 DC 3.0 0.0 72.9 0.0 2.7 140 FTG TG PE 2.6 SRC -3.0 SRCE 75.6 (N/A) 0.002 TL 70.42 PV 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 0.008 gpm and a maximum imbalance at any node of 0.176 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/8/2018PROGRAM FILESIHRS SYSTEMS\HASS87\HASS DATA118-0204-COMM.SDF JOB TITLE. WASHINGTON STREET COMMONS BUILDING (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 24.8 ft/sec at pipe 13. (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 91.42 psi with a flow of 375.36 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 A1mChk DPVly NPTee 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: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 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 2.423 3.10 6.90 14.70 4.90 2,00 21.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/8/2018PROGRAM r'1LES\HRS SYSTEMSIHASS87\HASS DATA\18-0204-COMM.SDF JOE'TITLE: WASHINGTON STREET COMMONS BUILDING 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 LEGEND Available pressure 91.50 psi @ 343.7 gpm Required pressure 75.65 psi @ 343.7 gpm Avail. OnSite Demand Press. 91.50 psi @ 243.7 gpm Req. OnSite Demand Press. 75.65 psi @ 243.7 gpm A. Source Supply Curve B. System Demand Curve C. Available at Source { P s —14.7 i 16024D 320 400 180 560 64D 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: 9J8J2018PROGRAM FILESIHRS SYSTEMSIHASS871HASS DATA118-0204-COMM.SDF JOB'TITLE: WASHINGTON STREET COMMONS BUILDING WATER SUPPLY CURVE 96+ I *11111�1�a11111111111111111111111111 I * C-90.0 psi @ 730 gpm 88+ Flow Test Point I I I 80+ I f x 1 72+ I I I P 64+ R E S S 56+ U I R I E I 48+ { I P I S I 40+ } I I I 32+ I I I 24+ I I 16+ LEGEND " I" I X = Required Water Supply I 75.65 psi @ 343.7 gpm " 8+ " 0 = Available Water Supply IT I 91.50 psi @ 343.7 gpm 11 I IT 0++—+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) tqca Series TY-FRB, 5.6 K-factor Worldwide I www.iyco-fire.com Contacts f Upright, Pendent, and Recessed Pendent Sprinklers [wick Response, Standard Coverage General Description The TYCD 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 112 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 TFP700 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. ETUM The TYCO Series TY-FRB Sprinklers described herein must he 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 haying 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 he contacted with any questions. Sprinkler Identification Number (SIN) TY313 ....... Upright 5.61K, 1I2" NPT TY323 ...... Pendent 5.61K, 112- NPT Technical Data Approvals UL and C-UL Listed FM and Vd$ 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. (ULJ. Discharge Coefficient K=5.6 GPM/psi112 (80,6 LPM/barl12) Temperature Rating 135°F (57-C) 155°F(68°C) 175°F(79°C) 2D0°F (93°C) 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. . . ........... Brass/Copper Sealing Assembly ......... Stainless Steel wITEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector ................. Bronze Page i of 4 JANUARY 2+013 TFP172 TFP172 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-1 1 - Frame A - 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 7/16' {11.1 mm) NOMINAL MAKE -IN 2" (50,8 mm) 112 NPT** CROSS SECTION UPRIGHT 2" (50,8 mm) 1-318' (34.9 mm) DEFLECTOR'S PENDENT WF FI Imo--- 2-718' (73,c mm) DIA. -1 RECESSED PENDENT FIGURE 'I SERIES TY-FRS UPRIGHT (TY313) AND PENDENT (TY323) SPRINKLERS 5.6 K-FACTOR, 112 INCH 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 I Loss Prevention Data Sheets), Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYGO 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 1116 inch (1,6 mm) for the 135*F (57°C) and 3132 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 112 inch NPT 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: Ibs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB 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.-Ibs. (9,5 to 19,0 Nm). 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 akered after leaving the factory. TFP177 Page 3 of 4 2-71$" DIA. (73,U mm) 2-114" DIA. FACE OF (57,2 mm) SPRINKLER FITTING 518" (15,9 mm) FLUSH 318t5116" (9,5t7,9 mmm)) % l I MOUNTING 118" J SURFACE .. (3,2 mm) CLOSURE SERIES MOUNTING 1-318" (34,9 mm) TY-FRB PLATE 314' {19,1 mmj FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 5/8 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8' DIA. (73,0 mm) FACE OF SPRINKLER _ 2-1/4" DIA. FITTING (57,2 mm) 5116+114' (7,9-i6A mm) 1!2' {12,7 mm] FLUSH MOUNTING 118' SURFACE (3,2 mmy CLOSURE SERIES MOUNTING 1-3/6" (34,9 mm) TY-FRB PLATE 74' (22,2 mmj FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (rY323) 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 lost liquid from its bulb. (Ref. 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. TFP172 Page 4of4 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 NPT 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*) finish, P/N (specify'j Specify: Style 20 Recessed Escutch- eon with (specify"j finish, PIN (specify') ' Refer to Technical Data Sheet TFF770. 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 HEADQUARTER$11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215.362-OTOD Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. two is trademark of The DuPont Corporation. typo Fire Protection Products Novel CC3-4.2 and 5.6 K-factor Worldwide Contacts I www.tyco-fire.com Combustible Concealed Space Sprinklers Specific Application, Upright General Description The Model CC3 Combustible Con- cealed Sprinklers are quick response, upright, specific application sprinklers designed to provide protection of spe- cific 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 CO3 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 ft2 (18,2 nn } maximum cover- age area ■ 5.6K 16 ft (4,9 m) maximum between sprinklers 256 ft2 (23,8 rn } 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) minlmum height for all other arrange- ments and sizes IMPORTANT Always refer to Technical Data Street 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 fail to operate in afire situation or cause it to operate prematurely. Page i of 8 • 60 inch (1524 mm) maximum height from joist to joist and 84 inch (2134 mm) from floor to ceiling • 60 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 applicable 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, 4.2K TY3199 - Upright, 5.6K Technical Data Approvals UL Listed (Listings and approvals only apply to the service conditions indicated in the Design Criteria sections.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 112 inch NPT Discharge Coefficient K = 4.2 gpmlpsi% J60,5 Ipmlbarh) K = 5.6 gpmlpsM (80,6 IpmlbarA) Temperature Rating 200-F (93-C) Finish Natural Brass DECEMBER 2016 Physical Characteristics Frame .............................Brass Button............................Bronze Sealing Assembly. .. Berylli urn Nickel wlTEFLON Bulb. . _ . . ............. .. ....Glass (3 mm) 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 sprinkler to 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°C), Model CC3 Combusti- ble Concealed Sprinklers with steel pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 4). TFP633 .TFPS33 Page 2 of 8 Components 1 - Frame 2 - Sealing Assembly 3 - Button 4 - Bulb 5 - Compression Screw 6- beflector 7 - Ejection Spring ly (42,9 mm) )AINKLER FRAME ARMS VRENCH FLATS I fZ 1W11 2-114" r (57.2 mm) T_ 7116" 0 1. 1 mm) —I 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- structlon (Ref. Figure 2). ■ Non-combustible, insulation -filled solid wood or composite wood joist construction (Ref. Figure 3). NOTE., in order to be considered "non-combustibia insulation -filled solid wood or composite wood joist construction," the insulation (includ- ing insulation provided with a combus- tible 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 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 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 plpe system Maximum Distance Between Model CC3 Sprinklers (CPVC Pipe) TY2199 4.2K...............14 ft (4.3 m) TY3199 5.6K.............. 16 ft (4,9 m) Maximum Coverage Area (CPVC Pipe) TY2199 4.2K........... 196 ft2 (18,2 m2) TY3199 5.6K........... 256 ft2 (23,8 m2) Minimum distance Between Model CC3 Sprinklers (CPVC Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) 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) • 1-112 to 4 inches (40 to 100 mm) below upper deck for wood truss construction or bar joist construc- tion (Ref. Figure 2) • 1-112 to 4 inches (40 to 100 mm) below solid wood or composite wood joists (Ref. Figure 3) Minimum Distance Away From Trusses (CPVC Pipe) 4-112 inches (114 mm) Remote Area (CPVC Pipe) The remote area is 1000 ft2 (93 m� NOTE. The remote area does not include any additional sprinklers required for protection of CPVC pipe that is offset over an vbstruc#ion. Required Minimum Density (CPVC Pipe) 0.10 gpm/ft-2 (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 GPVC 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 314 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 weN 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, fan motors. and heat lamps. MODEL CC3 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 FRAME ARMSOF�� `j--� SPRINKLER MUST I BE INSTALLED IN WITH I j PIPE RUN j L____________ OBSTRUCTION I I I I TOP OF CHORD CEILING TPPS33 Page 3 of 8 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 GEI LING 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 I HE 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 6" (152 MAXIMUI CPVCI OBSTRU CEILING UPPER COMPOSITE SOLID WOOD NON-COMBUSTIBLE DECK WOOD JOISTS JOISTS INSULATION CPVC PIPE OVER THE 685TRU6TI0N_ BOTTOM OF PIPE Ao 11 n•]... . v (A5 MEASURED FROM TOP SURFACEv� 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 mm) JM nmt 1M 'OF )RD .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 woad 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), must completely till the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The meta) 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 ft2 (93 ml�) areas. This draft curtain shall be at least 1/3 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 hot 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 61. 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 8.3.4.4 of NFPA 13 (2013 edition) where piping Is corrosion resistant or infernally galvanized. Maximum Distance Between Model CC3 Sprinklers (Steel Pipe) TY2199 4.21K ...............14 ft (4.3 m) TY3199 5.61K .............. 16 ft (4.9 m) Maximum Coverage Area (Steel Pipe) TY2199 4.21K........... 196 W (18,2 m2) TY3199 5.61K........... 256 W (23,8 m2) Minimum Distance Between Model CC3 Sprinklers (Steel Pipe) Minimum sprinkler spacing is 7 ft (2,1 m) Deflector Position (Steel Pipe) 1-1/2 to 4 inches (40 to 100 rnm) below upper deck for wood truss construction or concealed spaces of non-combustl- ble bar joist construction (Ref. Figure 4) 1-1/2 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 ft2 (93 m2) forwet pipe or dry pipe systems. The remote area for non-combusti- 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 gpm/ft2 (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. TFP633 Page 5of8 MODEL CC3 UPPER DECK SPRINKLER -~ _ 1 4-112" (114 mmj MINIMUM - FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST f 4" (102 mm) TOP CHORD MAXIMUM 4" (102 mm) OR LESS ____ _______ 1-112' (40 mm) i FRAME ARMS OF i MINIMUM 60' (1524 mm) j SPRINKLER MUST j MAXIMUM I BEINSTALLED I IN -LINE WITH PIPE RUN I 6" (152 mm) L____________j MINIMUM f CEILING FIGURE 4 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE r-------------------� FRAME ARMS OF SPRINKLER j I MUST BE INSTALLED I UPPER 2x FLOOR SOLID j IN -LINE WITH PIPE RUN DECK WOOD JOISTS L----------- ___--__J 84" (2134 mm) MAXIMUM MODEL CC3 SPRINKLER 60" (1524 mm) MAXIMUM 2' (51 mm) 6" (152 mm) MAXIMUM MINIMUM 1-112" (38 mm) MINIMUM CEILING CEILING FRAMING FIGURE 5 SOLID WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE TFPS33 Page 6 of S ------------------- FRAME ARMS OF SPRINKLER I MUST BE INSTALLED I j IN -LINE WITH PIPE RUN L--------- 7---------� i UPPER NON-COMBUSTIBLE DECK INSULATION 1 ! COMPOSITE MODEL CC3 2x FLOOR SOLID WOOD JOISTS SPRINKLER _ WOOD JOISTS 60" (1524 mm) MAXIMUM 4" (102 mm) 6' (152 mm) MAXIMUM MINIMUM 1-112" (38 mm) MINIMUM 2" (E MA) 1-112" MIN CEILING CEILING FRAMING FIGURE 6 NON-COMBUSTIBLE INSULATION -FILLED UPPER DECk SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE ----------------- FRAME ARMS OF SPRINKLER I MUST BE INSTALLED IN -LINE WITH PIPE RUN UPPER TOP CHORD GREATER DECK THAN 4" (102 mm) IN DEPTH CEILING CEILING FRAMING FIGURE 7 OBSTRUCTED WOOD TRUSS CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE mm) UM 1 f 84" (2134 mm) MAXI MU M 60" (1524 mm) MAXIMUM 6" t152 mm) MINIMUM UPPER DECK OR BOTTOM OF NON-COMUSTIBLE INSULATION B — MODEL 003 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 i A C r MODEL 003 SPRINKLER I LOWER DECK 1 ELEVATION VIEW Distance from Maximum Allowable Centerline of Distance of Deflector Sprinkler to Side Above Bottom of of Obstruction Obstruction (A) (8} e12" 0" c(304,8 mm) (0 mm) 12" to a18' 2-112" (304,8 mm to c457,2 mm) (63,5 mm) 18"to a24" 3-112" (457,2 mm to e609,6 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 a914,4 mm) (190.5 Mm) 36' to <42" 9-112" (914,4 mm to r1066,8 mm) (2413 mm) 42-to c48' 12' 11066.8 mm to <1219,2 mm) (304,8 mm) 4a'to -54' 14" (1219.2 mm to c1371,U mm) j355,6 mm) 54' to <60' M-112" (1371.6 mm to ¢1524,0 mm) (419,1 mm) Aa3C or 3D As24" (609,6 mm) (Use dimension C or D, whichever is greater) OBSTRUCTION MODEL CC3 SPRINKLER C F D I1A--I PLAN VIEW FIGURE 8 NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) TFP633 Page 7 of 8 WRENCH RECESS {USE END -A" ONLY) 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 1116 inch j1,13 mm) for the 200°F (93'C) tempera- ture rating. A leak -tight 112 inch IN PT sprinkler joint should be obtained with atorque of 7 to 14 ftAbs. (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 CC3 Sprinklers by applying the wrench to the sprinkler wrench flats only. TFP633 Page 8 of 8 Care and Maintenance The Model CC3 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. Sprfn- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb orthat has lost liquid from its bulb, (Ref. Installa- tion 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 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-fire.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 N PT Thread Connections Specify: SIN (specify), K-factor (specify), Model CC3 Combustible Concealed Space Sprinkler, Specific Application, Upright, 200°F (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, P/N 56-004-6-387 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-070D Copyright C 2016 Tyco Fire Products, LP. All rights reserved. -[,BCD TEFLON is a registeredm trademark of DuPont. Fire' Pro[actrara Products BLAZEMASTER Is a Trademark of Tne Wbrizol Corporation tqCa Fire Suppression & Building Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 Email: techserv@tycofp.com Series RF11 -- 5.5 K-factor "Royal Flush 11" concealed Pendent sprinklers [wick & standard Response, Standard coverage General Description The Tycol& 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 Plate/ 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 mm) 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 system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. The Series RFII 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 j5-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. r� 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 /den tifica tion Number (SIN) TY3531 — 3 mm bulb TY3551 — 5 mm bulb Page 1 of B OCTOBER 2009 TFP181 TPPi81 Page 2 of B 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 (wick 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 Listed, 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°Ff59°C Plate 200°F193°C Sprinkler with 165°F174°C Plate Discharge Coefficient K= 5.6 GPM/psi112 (80,6 LPMlbart12) 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 Ejection Spring...... Stainless Steel iDuPant Registered Trademark 112" NPT SEALING ASSEMBLY FRAME CAP SUPPORT / CUP WITH BULB ROLL FORMED THREADS _ COMPRESSION SCREW GUIDE PINS (2) DEFLECTOR (DROPPED DEFLECTOR POSITION) I SPRINKLERJSUPPORTCUP i ASSEMBLY THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING 0 U DIMPLES SURFACE IS FLUSH WITH EJECTION CEILING SPRING -T � • , _ �--- SOLDER COVER TABS (3) COVER PLATE/RETAINER PLATE ASSEMBLY FIGURE i MODEL RFfI 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 C EA 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. Do not use the Series RFII in applica- tions where the air pressure above the tailing is greater than that below. Down drafts through the SprinklerlSupport 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 ':J MOUNTING SURFACE �� f 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 2-518 inches (60,3 to 66,7 mm) 13: 3116 inches (4,8 mm) D: 1-3/4 to 2-1/4 inches (44,5 to 57,2 mm) FIGURE 2 SERIES CONCEALED SPRINKLER INSTALLATION DIMENSIONS TFP1S1 Page 3 of 6 Operation When exposed to heat from a fire, the Cover Plate, normally soldered to the Retainer at three paints, 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 Bulk, activating the sprinkler and allowing water to flow. CLEARANCE HOLE FIGURE 4 DISPOSABLE PROTECTIVE CAP TFP181 Page 4 of 6 installation The TycoQ6 Series RFII must be in- stalled in accordance with the follow- ing instructions. t► H 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 1116 inch (1,6 mm) for the 155°F168'C and 3132 inch (2,4 mm) for the 200OF1930C 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 Sprin- kler/Support 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.) 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.y 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. EM 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 rnm) 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. If 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 Tyco® Series RFII must be maintained and serviced in accordance with the following instructions. 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 down 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 properly 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 oft 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 a fire. 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 km, SHOWN COVER PLATE RETAINER ASSEMBLY GLEAN UNN ROOM LIP OF COVER SEAL RETAINER PLATE FIGURE 5 OPTIONAL AIR AND DUST SEAL FOR SERIES RF11(TY3551) Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer far 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 corn- 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 made in lieu a# amand all other w rrant'es ex- press or imbed._ including „warranties f merchantability an fitness for particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. 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, PIN (specify). 755°F168°C 200-F/93°C 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). 139°F/59°C(a) 165°F/74°Cibi Brass.......... 5$-792-1-135 56-792-1-165 Chrome ..-..... 56-792-9135 56-792-9-165 Signal White (RAL 9003).... 56-792-4-135 56-792-4-165 Grey White (RAL 9002).... 56-792-0-135 56-792-0-165 Pure White (c) (RAL 9010).... 56-7a2-3-135 56-792-3-165 Custom ........ 56-792-X-135 56-792-X-155 (a) For use wlth 1WF166°C sprinklers. (b) For use with 200°F193°C sprinklers. (c) Eastern Hemisphere sales only. Sprinkler Wrench Specify: RFII Sprinkler Wrench, P/N 56-000-1-075, Air and Dust Seal Specify: Air and Dust Seal, P/N 56-908-1-001. TFP181 Page 5 of 6 TFP181 Page 6 of B ® 2008. 2009 TYCO FIRE SUPPRESSION & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Fig. 200 - "Trimline" Adjustable Band Hanger (Cooper B-Line Fig B317ONF) ®TOLCO- Fig. 20OF - "Trimline" Adjustable Band Hanger with Felt Lining (Cooper B-Line Fig. B317ONFF) Fig. 200C - "Trimline" Adjustable Band Hanger with Plastic Coated (Cooper B-Line Fig. B317ONFC) 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: • 012" (15mm) thru 2" (5omrn)) Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut from separating with hanger. Hanger is easily installed around pipe. For hanger with non -captured nut order Fig. 206S. • (2112" (65mm) thru 8" (2oomm)j Spring tension on nut holds it securely in I. hanger before installation. Adjusting nut is easily removed. ? •I s' Approvals: Underwriters Laboratories listed (112' (15mm) thru 8" (200mm1) in the USA (UL) and Canada (WL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (FM) 014" (20mm) thru 8" (200mm)). Fig. 200 t to tog-2 Conforms to Federal Specifications WW-H-171 E & A-A-1192A, Type 10 and Manufacturers Standardization Society ANSVMSS 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 r Designed to meet or exceed requirements of FM IDS 2-0. u(D R Fig. 200C Fig. 20OF _200-112 Pipe 112" Size (15) o. 318"-16 3118" (79,4) 25/8" (66.7) 11 it (5.0) 2005/4 314" (20) 31e"-16 3118" (79.4) 2112" (63.5) 11 (5101 200-1 1" (25) 31s"-16 331e" (85.7) 251e" (66.7) 12 (5,51 2W4114 1114" (32) 318"-16 3314" (94_ol 2718" (72h) 13 (519) 2W4112 1112" (40) 318"-16 3718" (93A) 2718" (73.0) 14 (6,4) 200-2 2" (w 318"-16 4112 014.3) 3" (76.3) 15 (6.9) 200.2112 2112" (65) 318"-16 551e" (142.9) 4118" (104.7) 27 (12.3) 20" 3" (75) 318"-16 571$" (149.1) 4" (101.6) 29 200-3112 31l2" (90) 318"-16 7318" (187.3) 5114" (133.3) 34 200-4 4" (100) 318"-16 7318" (187.31 5" (127.0) 35 200-5 5" (125) 112-13 9118" (231.81 6114" (158.7) 66 (30.2) 200-6 6" (150) 112"-13 10118" (257.2) 63/4" (171A) 73 (33.4) 200-8 8" 1 (200) 1 112"-13 1311s" (333.4] 8314" (222.2) 136 (62.3) Fig. MO-2112 to 200-9 M Fig, 200 Fig. 200E All dimensions In charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. CARPER B-Line SAMMYV FOR WOOD SAMMYS' FOR WOOD - Vertical Application M4 Black Nut Driver Part # 8113910 i . #14 SW Rea Nut Driver Part # 6114910 Nol loss than Mood Flowing No pre -drilling required. Quick to install using the Sammy Nut Driver with an 1 SU oordless drilUdriver. • Saves time from Uaditiona I melhods. Reduces installation costs. Made in the U.SA Ivan a,she darirorakreon �r www.+twhur+dax.com 114' 8002957 GST 100 114 x 1' 210 (7116" DSB) 25 125 670 (314' Ply) 114. 8003957 GST 200 114 x 2' 1760 (F O 25 125 114' 80N4957 GST 300 114 x 3' 2060 (Fir) 25 125 3/6" BM7957 GST 10 114 x 1' 210 (7M6' OSB) 300 25 125 670 (314" Ply) Y 316' 8008957 GST 20 114 x 2" 1760 (Fir) 85f1 1475 25 125 318' 8I168925 GST 20-SB 114 x 2" 1760 (Fir) &% 25 125 (�. 31T 8009925 GST 25.3®0 318 x 2-1/2" 2113 (Fir) 1500 25 125 3F 8010957 GST 30 19 x 3' 2060 (Fir) 1500 1475 25 125 31r 806993 GST 30SS 114 x 3- 2060 (fir) 25 125 318' W11025 GST 40 114 x 4' 2180 (Fir) 25 125 112" 8013925 GST 2 114 x 7 1760 flr) 25 125 le, 6014925 GST 2,5-380 318 x 2-1 IT 2113 (Fir) 25 125 f 12" 8015925 GST 3 114 x 3' 2275 (Fk) 25 125 � 17;---�,O/ QHS t SPECIAL NUT DIR VER SYSTEM: The nut drivers were designed with a unique spin-off fealure which provides a fast and sale installatlon each time. When 11he face of the driver comes into ` contact WIh the material you are installing into, continue drilling until 101 drior spins free. Installation is then complete. Warranty requkes the use of the appropnale nut driver for instalations. Not less than 2' nominal width (1.112} up la �-1/2' pipe; not less than T (2.117) nurrrnal width 4' & 5" pipe r From Joist Minimum 2-112- from bottom for branch Ines. Mnimum 3' from bol• tom for main Ines. Exceplion. This requirement shall notapply io 2' or thicker nailing strips resling on by of sleet beams r M. 1' 1 1 114 sa19957 y° 318" 8020957 �. 318' 8021957 �. 318' 8073MS W. 8022925 #14 SV4 Red 3f8' 8023925 Nut Odver Parl It 8114910 • May reguee prediling: consult )oisr mnufacheer. • No pre-driiiing required. Quick to instaN using the Sammy Nut Driver with an 18V cordless drilVddw.. Saves time from traditional methods - Reduces installation Costs. Made in the U.S.A. 15S'Ih rt tld[a dcmxnlN6a+R www,rhvbulldex.Cam SWG 200 114 x 2" 17P5 (Fir) 25 125 SWG 10 114 x 1' 622 (Fri) 300 25 125 SWG 20 114 x 2' 1725 (Fir) 1050 25 125 SWG 20•SS 19 x 2' 1725 (Fir} S50 25 125 SWG 25-380 318 x 2.112" 2249 (Fir) 1500 25 125 SWG 30 114 x 3' 1884 (Fir) 25 125 3f8" 8139957 SH•GST 20 114 x 2" 1257 (Fir) 318' 8141957 SH-GST 30 114 x 3" 1720 (Firl 1903 Dim. Lumber 310"' 6269957 SH-GSTICST 20 5116 x 1-N4' 1406 @ 45"oft yedical Dim Lumber 903 Dim. Lumber I 8303957 SH•GSTICU2.0 5r160-3N" 1406'@45'erVeffal Dire- Lumber Mnyrequiepre-drl"; comgltjoisl rnwaactum- tIlCo Fire &Building Products Technical Services: Tel: (800) 381-9312 I Fax: (800) 791-5500 BlazeMaster 0 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 mustbe installedand 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- ingjurisdiction. 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 Sizes 314" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, CUL, NSF, Dade County. LPCB, MFA, and the City of Los Ange- les. (Refer to Ili-1900, Rev. 0, Janu- ary 2005 "Installation Instruction & Technical Handbook" for exact list- ing/approval 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 response° HOME FIRE SPRINKLER SYSTEM SlazeMasterO is a registered frademark of Noveon IP Holding Corp. Page 7 of 6 JANUARY, 2006 TFP1915 ' Page 2 of S TFP1915 WATER NOMINAL AVERAGE AVERAGE WEIGHT FILLED WEIGHT FT_ OF PIPE WEIGHT PER LIFT SIZE O.D_ I.D. Ibs.fft. Ibs nt PER LIFT Ibs. 314" 1.050" 0.674" 0.18 0.44 7875 1339 1" 1.315" 1.101, 0.26 0.67 5040 1320 IAA' 1.650' 1.394" 0.42 1.08 2635 1191 1-112" 1.900" 1.598" 0.54 1.41 2205 1213 2" 2.375" 2.003" 0.84 2.20 1260 1084 2-1f2" 2.875" 2.423" 1.26 3.26 1215 1531 3' 3.500" 2.952" 1.87 4.83 720 1344 Installation Tyco Fire and Building Products (TFBP) BlazeMaster CPVC Pipe and Fittings are to be installed in accord- ance with IH-1900. Rev. 0, January 2005 "installation Instruction & Techni- cal Handbook". FIGURE 9 — 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 appllcable 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 contractoror 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 andlor 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 fire protection sys- tem must first be obtained from the proper authorities and ail 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- toringproprietary andlor central sta- tion alarms. Tf:P1915 Page S of B FITTING PART NOMINAL 512E NOMINAL TAKE-OUT SCND. WEIGHT TYPE NUMBER (TIO) (Ib ) TEE 80000 314" 518" 40 0.11 TID 80001 1" 11116" 40 0.19 80002 1-114' 718" 40 026 80003 1-112' 1-1116' 80 051 0004 2" 1-3J8" 8D 0.90 80005 2-112' 1416" 60 1.59 TJO T1O OM6 3' 1-13116' 80 2.41 XxYx2 x Y z 3/4" x 314' x 1' 314" 314" W. 90132 40 014 80133 1 " x 314" x 314' 9116" 9l16, 34' 40 0.14 80134 1" x 314" x 1" 3!4" 11116" 314' 40 0.17 60260 1" x 1' x 314" 5J8" 5/8" 13116" 40 016 80135 1-114' x 1' x 314" 518" 518' 15116" 40 021 80136 1-114" x 1' x 1' 314" 314" 15116" 40 022 8D 137 1-1 J4' x 1' x 1.I M' 15116" 15l16" 7J8' 40 0.26 REDUCING TEE 80261 1-1A' x 1-114' x 314" 516" 518' 7J8" 40 023 80262 1-114' x 1.114' x 1" 3M" 314' 718" 40 0.26 z 80136 1-114" x 1-114" x 1-112" 1" 1" 1" 80 0.43 T1O 80140 1-112" x 1-114" x 314" 9116' 9116" 1" 80 0.36 80141 1-112"x 1-114" x 1" 9116' 9116" 1-1116" 80 0.38 80263 80264 1-1l2" x 1-112" x 314" 1-112" x 1-112" x 1" 9116" 9116" 9116" 9116" 1" 1-1116" 80 80 0.36 038 X1 I j I Y TTfo 80275 1-1J2' x 1-112" x 1-114" 718" 7J8" 1" 80 045 T!O 80265 2' x 2' x 314" 314' 314' 1-318' 80 061 80266 2" x 2' x 1' 7!8" 718' 1-18' 80 066 80274 2' x 2" x 1-114" 1-1116" 1-1116' 1-318' 80 0.74 A179R7 7^v7"'v 1_117" i_i!O" iirv' i7fa" i}n nio • Page 4 of 6 TFP1915 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD- WEIGHT TYPE NUMBER [TIO] fib.) 45' ELBOW 60050 W4" W. 40 0.08 T10 80051 T' W8" 40 0,11 80052 1-114" 314" 40 0.20 80053 1-112' 112' 80 0,31 Vol 80054 Z. 314" 80 0.56 80055 2-112" 13116" 8D 0.89 80056 3' 1" 80 1,19 80075 Wdl" 118" 40 0.07 COUPLING& W076 1" 118" 40 0,11 REDUCING COUPLING 80077 1-114' 3110" 40 0.12 80078 1-712" $116" 80 0-25 80079 2' 3116' 80 0.38 TI- 80080 2-112' 114" 80 067 O 80081 3" 3116' 80 0,91 80220 1' x 3!4" 118" 40 0.08 80200 1' x 3X' 7116" 40 0,04 80201 1-114' x 314" 1I2" 40 0.11 60202 1-114' x 1' 5110, 40 0.12 80203 1-112" x 3I4" 5I8" 80 0-16 80204 1-1J2' x 1" 112' 80 0.14 REDUCER BUSHING 80205 1-112" x 1-114" 318' 80 0.17 80206 2" x 314" 13116" 80 0.27 80207 2" x 1, 11118" 80 0.26 80208 2' x 1-114' 9116" 80 0.24 80209 2" x 1-112' 7116' 80 0,19 — TIO M215 2.11a, 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 60211 2-112" x 2" 518" 8D 029 60210 3" x 2" 314" 80 0.72 80212 3" x 2-112' 112" 80 0-47 CAP 80100 314" 5116" 40 0.04 80101 1' 318" 40 0A6 80102 1-114" W16" 40 0-10 80103 1-112" 11116" 80 020 •TFP1815 Page 5 of 6 FITTING PART NOMINAL SIZE NOMINAL TAKE-OUT SCHD. WEIGHT TYPE NUMBER (TIO} (lb.) SPRINKLER HEAD ADAPTER 80175E 314" x 112' NPT 7115' 80 020 80176E 1 " x 112" NPT 7116' 80 0.22 80175WL 314"x 112" NPT 7116' 40 0.10 TIO E0179 V x 314" NPT 13116' 40 0.43 SPRINKLER HEAD ADAPTER 80175W 314' x 112" NPT 112' 40 0.19 TIO 80776W 1"x112"NPT 112' 40 0.10 SPRINKLER HEAD ADAPTER (SPIGOT) 80177L 314" x 112" NPT 112" 40 0.16 80178 1" x 112' NPT 9116' 40 0.20 7—TIO80180 1"x 314" NPT 718" 40 0.40 FEMALEADAPTER 80142 314" x 34' NPT 13116' 40 0.41 80145 1' x 1' NPT 718" 40 0,63 80146 1-114" x 1-114' NPT 1-118" 40 1.03 $0147 1-112' x 1-112' NPT 1I18- 80 1.42 r/o $0143 2" x 2" NPT 1-11116, 80 2.66 6AAI t nn AeT�e - Page B of 6 TFP7915 T10 I - I I TIO SPRINKLER HEAD x x Y x Y ADAPTER 90' ELBOW Y TIO 80199 314" x 112" NPT W16' 1' 40 0.20 80198 1" x V2" NPT 314" 1-114' 40 026 x — TIO 80196 1-x314"NPT 1-1/16, 1.7116" 40 026 FIGURE 2 — FITTING DIMENSIONS (Part 4 of 4) Limited ,Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rtai 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 subject to 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, andlor 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 for it, any other obligation in connection 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. T frwarranty gfany and all o3h.�r Warranties. of merchantability and.1`610fss fora par- tcUlar purpose, This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 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 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 ID provides an opportunity for downsizing and further cost savings. COMPARISON •it riiii: r:li i`Fi7=' ..: �•�il�lii:� li.'j.i._]C1. 1 114 1.660 1.530 1.442 1.380 1.98 1.00 1 112 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2112 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3,260 3,068 1.00 1.00 4 4.500 4.310 4,260 4.026 1.00 1.00 " Corrosion Resistance Ratio BENEFITS • Dual Certified to ASTiM A135 and A795. • FM approved for roll grooved, and welded, and plain -end application in wet systems. • UL Listed (for U.S. an d Canada) for]oining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. • UL Listed (for US and Canada) and FM Approved for use with Victaulle® Fir Fittings in plain end applications. • Lightweight - saves shipping costs, and offers easier handling. • Can be used with moll grooved couplings or welded outlets for pressures up to 300psi. • Floor stock available in various lengths produced In Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. • Can be used for wet 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 cleaned prior to installation. In order to provide a leak -tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All 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 Ftting used. 1819 Clarkson Road For additional information, s@us QA �lz Chesterfield, MO 63017 contact your salesperson today at usTE6 �_ Em ILL MOOSE T� cOMpANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 FAX; (636) 537-2645 in the USA, or from Canada www.bullinoosetubexow call (800) 882-4666 FM ACMFDcompany e-mail- aessirrbullntnosetube;coni oyED Air information coniamed herarn is accurate as known at the lime or pL"icatlan. Bull Moose Tube reserves Hw right to change product specifications without nolice and wrtlwut incurring obligation. R103 AROCLO 1II1W__ DOUBLE OFFSET CPVC HANGER ,For mounting CPVC pipe to wood -Flared edges help protect CPVC •Galvanized steel construction -Supplied with # 10 hex head cap screws -Complies with the static load requirements of NFPA'I' 13 • Suitable for fire protection installations For I" Pipe Easy installation 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. l" Size: Item #2530181-1 The informalion contained hereln is produced in good Win and is believed to be reliable but is for guldance only- ARGCO and Its agents Cannel assume liability or responsibility for resuils obtained in the use of its product by persons whose methods are outside or beyond our control- It is the users responsbllity to eetennine the suitability of any of the pmdurts, methods of use, a preparalion prior la use. merllioned in our literature. 11 is the user's responsibility to observe and adapl such precaut ons as may be advisable for the protection of personnel and property in Ina handling and use of any of our produce& FOR MORE INFORMATION CALL ARGCO AT 1-80116694-101# OR LOG ONTO WWW.ARGOO.COM data she 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 # 10 hex head cap screws -Complies with the static load requirements of NFPA") 13 • Suitable for fire protection installations ■ Eliminates spacers or backup blocks • Easy installation c UL us File VIXH.EX6587 Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 318" thickness. Provides vertical4ateral 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 - W4" to 3" CPVC Pipe - wood screw - no pre -drill 314" to 2" Copper Pipe - wood screw - no pre -drill 314" to 2" Steel Pipe - 114" x 1-112" lag screw - no pre -drill Steel - 314" to 3" CPVC Pipe - 114" TEK screw 314" to P" Copper Pipe • 114" TEK screw 314" to 2" Steel Pipe - 114" TEK screw MAX, HANGER size part 4 A 8 SPACING ERICC 314" 2540.18M4 2.61E 1 3.25 67' 597811 1" 25-30.M-1 2.94" 3.25" 7T 597812 1-114" 25-30.160.1-114 3.31" 3.25" 79' 597813 1-VT 25.NM190.1.W 3.56" 4.5" 82" 597814 2" 25.30.180-2 2 5" 94" 597815 top mount bottom mount J side mount f B�'I The Information contained herein is produced in good faith and is believed to be reliable bur is for guidance only- ARGCO and its agents cannot assume 6abltlty or responsibility for results obtained in tho use of M product by persons whose methods are outside or beyond our control. It is the user's r9sponsibillly to determine the suitability ul any of Ile ploduCls. n tethuds of use, or preparation prior to use, mentloned in our rileralure. It is the user's responslbiNy to observe and adapt such precaulions as may be advisable fur the pruteutiun of personnel and property in the handling and use of any at our products. FOR MORE INFORMATION CALL ARGCO AT 1-800.950-1015 OR LOO ONTO WWW.ARGCO.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 3I4" size only can be used as a restrainer in the top position. 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. tq D Protection Products GRINNELL G-FIRE Figure 705 Flexible Coupling General Description The GRINNELL G-FIRE Figure 705 Flexible Coupling is capable of pres- sures up to 300 psi 0,7 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. The® 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" (DN25 to DN300) Maximum Pressure See Figure 1 Approvals UL, FM, ULC, VdS, LPCB (Cert. 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 Botts - conforming to ASTM A-183, Zinc Plated, (Min. Tensile = 110,000 psif758,422 kPa), Metric - conforming to ASTM F568M Gasket (specify when o(dering] • Pre -lubricated Grade i4' EPDMA violet color code ambient to 150°F (66°C) 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 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 action. The owner is responsible for the in- spection, testing, and maintenance of their Tire 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 U� UDC Vds APMOM �LPCB For Fire Protection pressure rating, lisling, and approval information, contact your GRINNELL Representative. 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 1 of 2 OCTOBER 2013 TFP1820 TFP11820 Page 2 of 2 e c [A L Nominal Pipe Size -' Max.t Max.t Max �# End Deflection $ Nominal Dimensions coupring Bolts A rox. ANSI O.D. Pressures End Load Lbs. Gap Degrees Inches/ A B C Size- weight Inches Inches psi bar kN Inches per Foot Inches Inches Inches oty. Inches Lbs. DN mm MM Coupling mm/m mm mrn mm mm kg 1 1.315 300 407 0.13 5 30' 1.16 2,24 3.94 1.81 2 3/8 x 2-1/4 1.3 25 33.7 Z068 1,810 3,3 96,7 56,9 T00,1 46,0 M10x57 0,6 1-1/4 1,660 300 649 0.13 4019, 0.90 2.56 4.19 1.81 2 3M x 2-1/4 1.5 32 42,4 2,068 Z887 3,3 75,0 65,0 106A 46,0 M10 x 57 0,7 1-1/2 1.900 300 850 0.13 346' 0.79 2.75 4.44 1.61 2 3/8 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 0.13 301, 0.63 3.25 4.88 1.88 2 3/8 x 2-1/4 1.7 50 60,3 2,068 5,907 3,3 52,5 82,6 124,0 47,8 M10x57 0,8 2-1J2 2.675 300 1,947 0.13 2`29 0.52 3.69 5.50 1.88 2 3/8 x 2-1/4 2.0 65 73,0 2,068 8,660 3,3 43,3 93,7 139,7 47,8 M70 x 57 0,9 76,1mm 65 3.000 300 2.120 0.13 2`23, 0.50 4.00 5.75 1.88 2 M12 x 76 3.1 76,1 2,068 9,430 3,3 41,7 101,6 146,10 47,8 7,4 3 3.500 300 2,885 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 35,8 117,3 165,1 47,8 M12x 76 1,4 108,Omm 4.250 300 4,256 0.25 3,22, 0,70 5.50 7.50 2.06 2 M12 76 x 4.2 100 148,0 2,068 18,931 6,4 58,3 139,7 190,5 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 M72 x 76 1,8 133,0mm 125 5.250 133.0 300 2,068 6,494 28,885 0.25 6,4 2a44, 0.56 46,7 6.56 166,6 9.50 241,3 2.06 52,3 2 MI6 x 83 7.2 3,3 139,7mm 5.500 300 7,127 0.25 2°36 0.55 6.81 9,75 2.06 2 M16x83 7.2 125 139,7 Z068 31,701 6,4 45,5 773,0 247,7 52,3 3,3 5 5.563 300 7,286 0.25 2`35 0.54 6.88 9.75 2.0.6 2 5/8 x 3-1/4 7.1 125 141,3 2,068 32,417 6,4 45,0 174,8 2477 52,3 M16x83 3,2 159,Omm 150 6.250 159,0 300 Z068 9,204 40,939 0.25 6,4 291 �, 0.48 40,0 7.56 192,0 10.31 261,9 2.06 52,3 2 x M1fi 83 7.4 3,4 165,1mm 6.500 300 9.950 0.25 2°12' 0.46 7.75 10.69 2.06 2 M76x83 7'1 750 165,1 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 37,5 207,7 271,5 52.3 M16x83 3.2 216,3mm 200 Jl5 8.516 216,3 300 Z068 17,024 75,723 0.25 6,4 1 °40 0.35 29,2 10.07 255,8 13.50 942,9 2.31 58, 7 2 M20 x 121 12.4 5.6 8 8.625 300 17.519 0.25 V40, 0.35 10,19 13.56 2,50 2 3/4 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 0.25 112 0 0.28 12,G9 16.38 2.63 2 1 x 6-1/2 28.0 250 273,0 1,724 700,876 6 ,4 23,3 322,3 416,1 66,8 M24 x 185 12,7 12 12.750 250 31,903 0.25 1�7 0.23 14.94 18.88 2,63 2 1 x 6-112 1 x 6 2 36.5 300 323,9 1,724 141P905 6,4 19,2 379,5 479,6 66,8 1 76,6 Maximum available gap between pipe ends. Minimum gap = G. t 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 TYCO Fire Protectmn 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 or cut grooved. FIGURE I FIGURE 705 FLEXIBLE COUPLING NOMINAL DIMENSIONS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright 0 2013 Tyco Fire Products, I.P. All rights reserved. *'qcq Fire Proeecrion Produc[s tqC17 Fire & Building Products Technical Services: Tel: {800) 381-9312 1 Fax; (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire protection Products Figure 716 Flexible Reducing Coupling General Description ZVdS VL L4 See Fire Protection FM Submittal Sheet for Pressure Rating and Listing/Approval I of ormat ion The Figure 716 Flexible Reducing Coupling allows a direct transition between two different pipe sizes, and replaces two couplings anda reducing fitting. It is capable of pressures up to 350 psig (2413 kPa) depending on pipe size and wall thickness when used in Lire protection services. Note. (Reducing Coupl ingsare not recommended for dry pipe and freezer applications. WARNMIG The Figure 716 Flexible Reducing Coupling describ ed h e rein m us t,B a rirs to lied a n d ma it a Caine (I in compliance with this document, as weilas with the applicable 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 this de vivo. The owner is responsible for maintaining their Are protection system and devices in proper operating condition. The installing contractor or sprinklerma U fa cturer sh o u ld b e con ta c ted with any questions. Technical Data Figure: 716 Sites: 2' x 1'A' - 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 Protecilve Coatings: • Non -lead orange paint • Fire brigade red )optional) non -lead paint Hat dipped galvanized conforming to ASTM A-153 Solt/Nuts: Track Head Bolts - conforming to ASTM A-183, Zinc Plated, (Min. Tensile 110,000 psV758,422 kPa) Metric - conforming to ASTM F568M Gasket: (specify when ordering) • Grade "E" EPDM, green color code (See Data Sheet TFP1895 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 throughout the 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 of the 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 most beimmediately 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 forand properly installed and maintained under normal use and service. This warranty will expireten (10) years from date of shipmentby Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated byownership withTyco Fire Products orfor products and components which have been subject to misuse, improper installation, corrosion, orwhich have nut been installed, maintained, modified or repaired in acco rdance with applicable Standards of the National Fire Protection Association (NFPA), andlorthe standards of any other Authodties Having Jurisdiction. Materials found by Tyco Fire Products to he defective shall be eitherrepaired or replaced, at Tyco Fire Pmducts'sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume for it, any other obligation inconnecti on with the sale of products or parts of products. Tyco Fire Productsshallnotbe responsibleforsprinklersystem design errors or inaccurate or incomplete 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 CON SEQUENTIAL DAMAGES, INCLUDING BUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHERTYCOFIREPRODUCTSWASI NFQRMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. WE WOOING WAWNTY IS MADE iNL&V OF ANY AND AL- QTllER WAARArYTlES EXPAW OR IMPLIED.INCL9M WARRA&M MEReNANTAiturY AND FITNESS M A PARTIC"E Page i of 2 July 2004 TFP1830 Page 2 of 2 TFP1830 Figure 716 Grooved Coupling lill� Ills i�� Pipe Max. `$ EndGap Max.t Pressure Max.t End Load Nominal Dimensions Deflection $ I Bolt Net Wi;. O,D. A B C Inched Size Inches Inches psi Lbs. inches Inches Inches 'Per Foot Size Lbs. mm mrn kPa N mm MM Coupling mn7lm Dia. x Lg. Kg 2" x i'Iz' 2.375 x 1.900 0.13 350 992 3.50 5,06 1.88 0.39 'A' x 2114' 2.0 60.3 x 48.8 3.3 2,413 4,412 88.9 128.5 47.8 10 - 53, 32.5 M i 0 x 57 0.9 21I2' x 2" 2.875 x 2.375 0.13 350 1,550 4.00 5.50 1.88 ° 0.32 O/W x 21/a" 2.5 73.0 x 60.3 3.3 2,413 6,894 101.6 139.7 47.8 1 - 33' 26.7 M10 x 57 1.1 76.1 x 60.3mm 3.000 x 2.375 0.13 350 1.550 4.19 5.88 1.88 1' - 34' 0.32 M12 x 76 3.1 76.1 x 60.3 3.3 2,413 6,894 106.4 149.4 47.8 26.7 1 1.4 3" x 2" 3.500 x 2.375 0.10 350 1,550 4.69 6.50 1.88 a 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 Mil x 76 2.0 3" x 21/2' 3.500 x 2.875 0.13 350 2,271 4.69 6.50 1.8a ° 0.27 112" 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 76.1mm 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 47.8 225 2.0 4" x 2" 4.500 x 2.375 0.19 350 1,550 6.00 8.13 2,00 0.55 5/5' x 3114" 7.0 114.3 x 60.3 4.8 2,413 6,894 152.4 1 206.5 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 Ve" x 31/4' 6,1 114.3 x 73.0 4.8 2,413 10,101 152.4 206.5 50,8 2° - 38' 45.6 M16 x 83 2,8 114.3 x 76.1mm 4.500 x 3.000 0.19 350 2,474 6.00 8.13 2.00 2" - 38' 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 1 0.55 5/e,' x 3114" 6.2 114.3 x 88.9 4.8 2,413 14,972 152.4 206.5 50.8 2" - 38 45.8 M16 x 83 2.6 139.7 x 114.3mm 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 52.3 458 5.0 5" x 4" 5.563 x 4.500 0.25 350 5,564 7.13 9.56 2.06 20 5' 0,44 314" x 43f4" 10.1 141.3 x 114.3 6.4 2,413 24,749 181.1 242.8 52.3 36.7 M20 x 121 4.6 165.1 x 114.3mm 6.500 x 4.500 0.25 300 4,771 8.18 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' 0.36 314" x 43/4" 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 6.563 0.25 300 7,288 8.38 10.88 2.06 1' _ 44' 0.36 3A" x 4314" 11.7 168.3 x 141.3 6,4 Z068 32,417 212.9 276.4 52.3 30.0 M20 x 121 5.3 8" x 6' 8.625 x 6.625 0.25 1 300 1 10,336 10.69 13.75 2.25 1 ° - 15, 0.26 ale" x 6'/z" 23.5 219.1 x 168.3 6.4 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. Maximum pressure and end load are total from all loads based on standard weight steel pipe. Pressure ratings and end bads 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. 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 intended 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 corrector 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. tqCA3 Fire & Building Products Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500 www.tyco-fire.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description See Fire Protection Submittal Sheet Ior Pressure Rating and �+ LlstingfApproval Information FM The grooved fittings provide an economical and eff icient 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 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, There may be interferences at the boll pads that require repositioning of the coupling orientation. The use of flange adapters is not recommended with Figures 5103 and 5198 fittings. Contact Tyco Fire Products for details. WAi The Fittings described herein must be installed and malata in ed 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 authorities having jurisdiction. Failure to do to may impair the performance of this dWce. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershouldbe contacted with any questions. Technical Data Approvals: UL, FM, ULC, VdS, and LPCf3; Note: See Fire Protection Submittal Sheet for exact Listing 1 Approval into rmation. Material: Cast: Figures:201, 210, 219, 250, 260, 501, 510, 519, 510DE, 501 S, 51OS and 519S - Ductfle 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 1'l.' - Ware Schedule 40); (Sizes 8' -12' are Schedule 30), conforming to ASTM A-53 Grade B Protective Coalinga: • 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. Pleasespecifythe quantity, figure number, wall thickness, and sire. 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 their fire protection system and devices in accordance with the applicable standardsofthe 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 proper) installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by Tyco Fire Products. No warranty is given for products or components manufactured by companies not affiliated by ownership with Tyco Fire Products orf or products and components which have been subject to misuse, improperinstaflation,corrosion, or Mich have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Association (NFPA), andlorthestandards of arryotherAuthorities Having Jurisdiction. Materials found by Tyco Fire Products to be defective shall beeither repaired or replaced, at Tyca Fire Products' sole option. Tyco Fire Products neither assumes, nor authorizes any person to assume forit, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall notbe responsibfeforsprinklersystern design errors or inaccuraleori ncompleteinformation 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 CONSEQUEffrW-DAMAGES, INCLUDINGBUTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETHER TYCO FI RE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NOEVENTSHALLTYCO FIRE PRODUCTS' LIABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. THE AXWNG WARRANrY IS AW IN E ANYAND t P JEV, I C b NT tMVILITY AN FITNESS F PItWtRAtj Pf1 WE, Page i of 6 MARCH 2011 TFP1810 Page 2 of 6 TFP1810 Figures 201, 21 % 219, and 260 c to E CrdE ' Figure 201 Figure 210 Figure 260 Figure 219 Friction eslstance' Ex ressed as Equivalent Strai ht Pipe) Elbow Too Size 90' 45° Branch Run Inches Feet Feet Feet Feet mm Meters Meters Meters I Motors 1Ya 1.9 1.0 4.8 1.9 42.4 0.6 0.3 1.5 0.6 1 V2 2.3 1.2 5.8 2.3 48.3 0.7 0.4 1.8 0.7 2 3.2 1.6 8.0 3.2 60.3 f.0 0.5 2.5 1.0 21A 3.9 2.0 9.$ 3.9 73.0 1.2 06 3.0 1.2 76.1mm 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 86.9 1.5 07 3.7 1.5 108.0- 6.5 3.3 16.3 6.5 2.0 1.0 5.0 2.0 4 6.5 3.3 16.3 6.5 714.3 2.0 1.0 5.0 2.0 133." 8.0 4.0 20.0 8.0 2-4 1.2 6.1 2.4 139.7mm 8.0 4.1 20.0 8.0 2.4 f.3 61 2.4 5 8.2 T. 20.5 8.2 141.3 2.5 1.3 6.3 2.5 159.G� 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 165.1 mm 9.5 4.8 23.8 9.5 29 1.4 7.2 2-9 6 9.9 5.0 24.8 9.9 168-3 3.0 1.5 7.6 3.0 216.3n 13.1 6.6 32.8 13.1 4.0 2.0 10.0 4.0 8 13.1 6.6 32.8 13.1 219-1 4.0 2.0 10.0 4.0 10 16.5 8.3 41.3 16.5 273.0 5.0 2.5 12.6 5.0 2 19.9 9.9 49.7 19.9 323.4 6.1 3.0 15.1 6.1 Forredudng teesaM branches, use the value lhal Is corresponding to the branch size. Example: for B" x B" x 2' lee, the branch value 2• Is B.0 feet. Frlclion resistance for all -elbows and lees except Figures 61 DS and 5195. Figure 201 Figure 210 Figure 219 Figure 260$ 45' Elbow 90' Elbow Tee End Ca Nominal to E Appx_ Wt. C to E Wt. C to E Appx. Wt. F to E ,Appx. Wt. sire Inches Lbs. Inches I.Appx. ! hs. Inches Lbs. Inches Lbs. mm Ka- mm Kn. mm K . mm KO, 1114" 1.75 0.9 2.75 1.0 2.75 1.4 0.88 0.4 44-5 0.4 69.9 0-5 69.9 0.6 22.4 1 0.2 1'/2" 1.75 1.1 2,75 1.2 2,75 1.8 0.88 0.6 44.5 0.5 69.9 0.5 69.9 01 22.4 0.3 2„ 2.00 1.8 3.25 2.0 3.25 2.7 Q.88 0.9 50.6 0.8 $2.6 0, 9 82.6 1.2 22.4 0.4 2112" 2.26 2.2 3.75 3.0 3.75 5.8 0.8 .9 57.2 1.0 95.3 1.4 95-3 2-6 1 22.4 0-4 76.1 mm 2.25 2.2 3.75 3.0 3.75 5.8 0.94 1.1 57.2 1.0 95.3 1.4 95.3 2.6 23.9 0.5 3. 2.60 3.5 4.25 4.5 4.25 7.0 0.88 1.1 63,5 1.6 108.0 2.0 108,0 3.2 22.4 0.5 1Q8.Omm 2.88 5.5 4.75 8.5 4.75 11.5 73.0 2.5 120.7 3.9 120.7 5.2 4" 3,00 5.2 5.00 8.5 5.00 11.8 i.00 2 6 76,2 2.4 127.0 3.9 127.0 5.4 254 1.2 133.Qmm 3.25 7.7 5.25 11.3 5.25 10.6 82.6 3.5 133.4 5.1 133.4 4.8 139.7mm 3 25 7.7 5.50 11.3 5.50 1$-3 0.92 4.7 82.6 3.5 139.7 5.1 139.7 6.9 23.4 21 5. 3 25 8.5 5.50 13.5 5.50 17.p i.00 5.0 82.6 3.9 139.7 61 139.7 7.7 25.4 2.3 159.0mm 3.50 12.0 6.00 14.6 6.00 13.9 88.9 54 152.4 6.6 152.4 6.3 165.1 mm 3.50 12.0 6.5Q 18.5 6.56 26.0 1.DQ 7 7.5 88.9 54 165.1 8.4 165. f 11.8 254 3-4 6. 3.50 12.o 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 45.0 108.0 10.4 196.9 16.6 196.9 20.4 all4 25 23.0 7.75 36.5 7.75 45.0 1.19 12.8 l08.0 f0.4 196.9 18..6 1969 20.4 30.2 58 loll 4.75 31.0 9.00 Bp.D 9.00 72.1 1.25 20.0 1207 14,1 1 228.E 272 228.6 32.7 31.8 9.1 12' 5.25 40.0 -1-00-07 87.0 10.00 92.5 1.25 36.0 133.4 10.1 254-0 1 30.4 254. ❑ 42-0 31.8 1 16.3 t • Available vrilh tapped plugs, contact Tyco Fire & Bawdino Products. Page 3 of S TFP1810 Figures 501, 51O, 519 and 51 ODE C lo� C tG ,f � L Figure 501 • CtCtioI i•-C IoE�{ Figure 510 1-C to E-� I i CtuE Figure 519 -- , _ r 11, E A �i�CtoE 4 Figure 510DE Figure 5D1 Figure 510 Figure 519 Figure 51 ODE 45' Elbow 90' Elbow Tee 90` Drain Elbow Nominal C to Appx. Wt. to E Appx. Wt. C to E .Appx, VVL C to E A B Appx. t. Silo Inches Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm Kg. MM K . f7JJR t{Q. MM Rim MM K . 111e' 1.75 0.9 2.75 1.0 2.75 1.4 44.5 0A 69.9 0.5 69.9 0.6 - 175 1.1 2.75 1.2 2.75 1.8 44.5 05 69.9 0.5 6919 0.8 21, 2.00 1.8 3.25 2.0 3.25 2.7 50.8 0.8 82.6 0.9 82.6 1,2 2112' 2.25 2.2 3.75 310 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 31 2.50 3.5 4.25 4.5 4.25 7.0 4.25 2.34 2.75 3.7 63,5 1.6 108.0 2.0 108.0 3.2 108.0 59.4 69.9 1.7 4" 3.00 5,2 5.00 8.5 5.00 11.8 5. 2.85 2.75 7.0 76-2 2.4 1270 3-9 127.0 5.4 127-0 72.4 69.9 3.2 51 3.25 8.5 5.50 13.5 5.50 17.0 5.50 3.58 2.75 13.0 82.6 3.9 139.7 6.1 139.7 7.7 139.7 85.9 69.9 5.9 61, 3.50 12.0 6. 18.5 6-50 26.0 6.50 3.92 2.75 13,4 88.9 1 5.4 165.1 6.4 165.1 11.8 165.1 99.6 69.9 6.1 8" 4.25 1 23.0 7.75 1 36.5 7.75 45.0 7.75 4.95 2.75 26.3 108.0 10.4 196.9 166 196-9 20.4 196.9 125.7 69.9 11-9 Figures 501 S, 51OS and 519S Figure 501 S action Resistance 5018, 51 US & 519 (Expressed as Equivalent Straight Pipe) E I w I Tee Size 90' 45' 1 Branch Run Inches Feet Feet Feet Feet MM Meters Meters Melom Meters 2 3.2 1,6 8.0 3.2 60.3 1.0 0.5 2.5 1.0 21h 3.9 2.0 9.8 3.9 73.0 1.2 0.6 3.0 1.2 76.1- 4.1 2.1 103 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 4 6.5 3.3 16.3 6.5 114.3 2.0 1,0 5.0 20 139.7m 8,0 4.1 20,0 8.0 24 1.3 6.1 2.4 5 8.2 4.1 20.5 8.2 141.3 2.5 1.3 1 6.3 2.5 165.1 mm 9.5 4.8 23.8 9.5 2.9 1.4 7.2 2.9 6 9.9 5.0 24.8 9.9 188.3 3.0 1.5 76 3.0 8 13.1 6.6 32.8 13.1 219.1 4.0 20 10.0 4.0 �CloE -I i i CtoE � CtoE - CtdE Figure 510S' Figure 519SI Figure 501 S Figure 5105 1 Figure 519S 45' Elbow 90' Elbow Tee Nominal C to E Appx WL 0 to E Appx t. C to E Appx. Wt. Size Inches Lbs. Inches Lbs. Inches Lbs. mm Kg, MM Kg, mrn K . 2„ 2.00 1.8 2.75 1.6 2.75 2.1 50.8 0,8 69.9 0.7 69.9 1.0 2.25 2.2 3.00 2.2 3.00 3.0 57.2 1.0 1 76.2 1.0 76.2 1.4 76.1 mm 2.25 9.2 3.00 2.3 3.00 3.1 57.2 1.0 76.2 1.0 76-2 1.4 31, 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 T7 76.2 2.4 101.6 2.6 101.6 3.5 139.7 3.25 7.7 4.88 8.0 4.88 12.0 82.6 3-5 124.0 3,9 124.0 54 5„ 3.25 8.5 4.88 1 8.8 4,88 12.0 82-6 3.9 124.0 3.9 124.0 5.4 165.1 mm 3.50 12.0 5.50 11.00 5.50 15.0 88.9 5.4 139,7 &0 139.7 6.8 61, 3.50 12.0 5.50 11.2 5.50 15.2 88.9 5.4 139.7 5.1 139.7 6.9 8" 4.25 23.0 6.88 23.4 1 6.88 31.2 108.0 104 174.8 10.6 174.8 14.2 'Nola: Flo ura 610S and 519S fill lrrps aro special short rMdlus JUnps WIR smaller center to end dimensiane Than slandard troo-ve d linings, Dope ndI" on the size and coupling used. (Mare may he Inlafhredces at1Me Mall pdswhich requirn rages Wool Pip of the coupling oriomalIon. The We dlllange adaPlate Is not ieearllmended with Figures 51IS Rod 51 IS 1lgnIII. Conlac114co Fire Products for detail:. Page 4 of 6 TFP1810 Figures 250 and 350 Figure 250 Cast �EtaE--I Figure 350 Fabricated Sizes 3" to 6' r--- E to E -I -1w Figure 350 Fabricated Sizes 8" to 121 Fi ures 250 and 350 Concentric Reducer - Groove x Groove Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Nominal E to E Appx. Wt. Size Inches Lbs. Size Inches Lbs. Size Inches Lbs. Inches mm Kp_ Inches mm K . Inches MM K . '2x1'/' 2,50 63.5 1.0 0.5 139.7mmx3 3.50 88.9 4.2 1,9 .6x5 4.00 101.6 5.8 2.6 *2 x 11/z 2.50 63.5 1.3 0.6 `139.7mm x 4 3.50 889 4.4 2.0 8 x 2 5.00 1270 12.2 5.5 '2'/s x 2 2.50 63,5 1.2 0.5 5 x 1'/a 3•50 88.9 4.6 2,1 8 x 2%r &00 11 12.1 15 '76.1 n. x 11/2 2.50 63.5 1.5 0.7 5 x 2 3.50 88.9 4.6 21 8 x 3 5.00 1270 12.o 5,5 *76.1- x 2 2,50 63.5 1.6 0.9 5 x 2'/2 3M 88.9 4.5 2.0 8 x 4 5.00 1270 11.9 5.4 3x1'/+ 2.50 63.5 1.3 0.6 5x3 3.50 88.9 4.4 2.0 $x5 5.00 1270 11.3 5.1 3x1'/2 2.50 63.5 1.3 0.6 *5x4 3.50 86.9 4.5 2.0 8x6 5.00 127.0 10.8 4.9 *3x2 2.50 63.5 1.3 0.6 *165.1mmx3 4.00 101.6 5.5 2.5 10x4 5.00 152,4 21.9 10.0 *3 x 21h 3.00 76.2 1.5 0,7 "165.1 mm x 4 4.00 101.6 6.0 2.7 10 x 5 6.00 152.4 21.6 9.8 '3 x 76.1,,,,, 3.00 76.2 2.0 0,9 .i r i e x 1 ,7� 4.00 101,6 5.6 2.5 10 x 6 6.00 152.4 21.1 9.6 4x1'/. 3.00 76,2 2.2 1.0 '6x2 4.00 101.6 6.0 2.7 10x8 6.0o 152.4 19.5 8.9 4 x 1'/2 3.00 76.2 2.3 1.6 6 x 21/2 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 K 76.1mm 4.00 101.6 6.0 2.7 12 x 6 7.00 1776 30.0 13.6 '4 x 21/2 3.00 76.2 2.3 1.0 6 x 3 4.00 101.6 6.0 2.7 12 x 8 7.00 177.8 28.0 12.7 *4 x 76.1mm 3.00 1 76.2 3.2 1.5 "6 x 4 4.00 701.6 5.9 2.7 12 x 10 7.00 177.8 1 33.0 15.0 4 x 3 3.00 76.2 2.6 1.2 •6 x 139.7m 4.00 101.6 6.3 2.9 Note: Sizes marked wish an asterisk (') are only available in Figure 250 Gast Slzes without an asterisk are only available In Figure 350 Fabricated. ADA GAP" Pie Nominal dimensions Net Outlet G.D. T k ut Cent r A B C D Size Inches NPT' Inches Inches Inches Inches Lbs. Inches nym mm min MM Kg, 1/2 1.25 1.75 1,89 0.77 31.8 44,5 48.0 0,3 s/4 1.25 1.75 1.89 0.77 11/2 1.900 48.3 31.8 44.5 48.0 0.3 1 1.37 2.00 2.02 0.88 34.6 50.8 5f.3 0.4 /z 1.25 1.75 1.89 0.92 31.8 44,5 48.0 0.4 1.25 1.75 1.89 0.92 2 N4 2.375 6a3 31.8 44.5 48.0 0.4 1 1.37 2.00 2.02 1.06 34.8 50.8 51.3 0.5 /x 1.47 1.97 1.89 1.28 37-3 50.0 4&0 0.6 314 1.47 1.97 1.89 1.28 21/2 2.875 73.0 37.3 50.0 48,0 0.6 1.37 2.00 2.02 1.50 1 34.8 50.8 51.3 0.7 lsua inreauea oullels are avallable upon request. Page 5 of 6 TFP1810 Figures 391, 3929 393, 312 and 313 Et0E�l Figure Figure 392 �EtoE� Figure 393 Figure 312 CtoE Figure C to E 313 Figure 327 Figures 391, Figure 312 Figure 313 392 and 22V Elbow 11114' Elbow Ada ter Nipp 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. rrrm K9, mm Kg. 1114' 4.00 0,8 1.75 0.4 1.38 0.4 101.6 04 44,5 0.2 351 0.2 11!2" 4.00 0.9 1.75 0.5 1.38 0.5 101.6 0.4 44.5 0.2 351 0.2 2„ 4.00 1.2 1.88 0.6 1.38 0.6 101.6 0.5 478 0.3 35.1 0.3 2,1E 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 57.2 0.6 $81 0,5 4" 6.00 5.5 2.63 2.A 1.75 2.2 152.4 2.5 66.8 1.1 44.5 1.0 5„ 6.00 7.4 2.88 4.1 2.00 3.3 1524 3A 73.2 1.9 508 1.5 B„ 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 795 2.5 50.8 2.1 all6.00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 10, 8.00 27.0 4.38 14.0 2.13 9.1 203.2 12.2 11.3 6.4 54.1 4.1 12` 8.00 33.0 4.88 22.0 2.25 16.7 2032 15.0 124.0 10.0 57.2 7.6 Figures 327 and 341 I I Eli) E __j Figure 341 Figure 327 Figure 341 Cross 150lbs. rlanue Ada ter Nominal C to E Appx, Wt. E to E Appx. Wt. Size nches Lbs. Inches Lbs. mm kq. MM kg. t'Id' 2 75 2.0 4.00 2.8 69.6 0.9 1 101.6 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 62.6 1.2 101.6 24 2'Iz" 3.75 5.0 4,00 8.0 953 2.3 1 101.6 3.6 3» 4.25 7.1 4.00 10.2 108.0 3.2 101.6 4.6 4„ 5.00 11.9 6.00 17.2 127.0 1 5.4 152.4 7.8 5„ 5.50 17A 6.00 21.4 139.7 T8 152.4 9.7 6" 6.50 27.5 6.00 26.0 165.1 12.5 152.4 11.8 all7 75 47.0 6.00 38.4 1969 21.3 152.4 17.4 10" 9.00 68.0 6.00 65.0 228.E 30.6 2012 29.5 12" 10.00 107.0 8.00 1 91.0 254.0 46.5 203.2 41.3 Page 6 of 6 TFP1810 C to E �{ I CroE I Figure 321 Figure 321 Figure 321 Reducing Tee Nominal C to E Appx. Wt. Nominal C to E Appx. Wt. Size Inches Lbs. Size I Inches Lbs. Inches min K . lnChes min Kg, 11/2x11/2x1'/a 3.25 2.0 gx6x4 6.50 26.6 82.6 0. 9 165A 12.1 2x2x1'112 3.25 2.7 6x6x5 6.150 27.0 82.6 1.2 165.1 12,2 2'hx2'/2x11A 3.75 4,2 8x8x2 7.75 36.2 953 1.9 1 1969 16.4 21hx21Ax1'A 3.75 4.2 8x8x3 7.75 36.5 95.3 1.9 1969 16.6 2'1/2x21hx2 3.75 4.3 Sx8x4 7.75 36.6 95.3 2.0 196.9 16.6 3x3x1112 4.25 5.3 8x8x5 7.75 36.8 108.0 2.4 1969 16.7 3x3x2 4.25 5.5 8x8x6 7.75 37.0 108.0 2.5 196.9 16.8 3x3x21/, 4.25 5.8 1ox10x2 9.00 57.1 106.0 2.6 228.6 25.9 4x4x1'/a 5.00 9.8 igx10x3 9.00 57.4 127.0 4.4 228.6 26.0 4x4x11/ 5.00 10x10x4 9.00 57.6 127.0 4.5 228,6 26.1 4x4x2 5.00 10.1 10x10x5 9.00 57.8 1270 4.6 228.6 26.2 4x4x21I2 5.00 10.3 10x10x6 9.00 58.0 127.0 4.7 228.6 26.3 4x4x3 5.00 10.5 10x10x8 9.00 58A 127.0 4.8 228.6 26.5 5x5x2 5.50 14.5 12x12x3 10.00 80.2 139.7 6.6 254.0 36.4 5x5x21/2 5.50 14.8 12x12x4 10.00 80.5 139.7 6.7 254.0 36S 5x5x3 5.50 15.2 12x12x5 10.00 80.7 139.7 6.9 254.0 36.6 5x5x4 5.50 15.8 12x12x6 10.00 80.9 139.7 7.2 254.0 36.7 6x6x2 6.50 26.5 12x12x8 10.00 91.4 165. f 11.9 254.0 41.5 6x6x2y2 6.50 2.6.5 12x12x10 10.00 91.8 165-1 12.0 254.0 41,6 6x6x3 6.50 26.5 165.1 12.0 General Notes: It is the Designer's responsibility to select products suitable for the intended servIce and to ensure ISO that pressure ratings and performance data is not exceeded. Always read and understand the Installation instructions 9001 (I11-1000). 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 forthe specific application. Certified Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 199U Printed U.S.A. tq0J3 GRiNNELL G-FIRE Figure 577 Grooved Rigid coupling I Inch to 12 Inch (DN25 to DN300) Genera! Description For use in fire protection systems, the GRINNE=LL 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. ETUM 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- ing jurisdiction. 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 DN300y Housing Ductile iron conforming to ASTM A 536, Grade 65-45-12 Finish • Orange non -lead paint • Red non -lead paint + Hot -dipped, Galvanized conforming to ASTM A 153 BoWNuts • 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 SAE 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 8 633. Worldwide I www.tyco-fire.com Contacts (&L UDC ids FM For Fire prDt@UiQn preBSUre rating. OSUPI$, and approval inrormallon, contact your GRINN ELL Representative. Gaskets • Pre -lubricated Grade "M EPDMA, Violet color code, -30°F to 150°F (-34°C to 66°C) Not recommended for hot water systems For dry and freezer systems, lubrica- tion is required Refer to installation Manual lN-1000FP for details. • Tri-Seal Grade "E' EPDM, Green color code, -30°F to 1507 (-34°C to 66°C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page 1 of 4 MARCH 2O13 TFP1854 TFP1854 Page 2 of 4 Pipe Size Max. 01 Pressures Max. N End Load Max. ra,dl End Gap Nominal Dimensions Coupling Bolts Approx. Weight Nominal D.D. A 6 G Size I°I ANSI Inches Inches Psi (bar) Lbs. (kN) Inches (mm) Inches Inches I(rnrnjs qty. Inches Libs (mm) {mm} mm) (kg) 1 1 1.315 350 475 0.06 1.63 3.92 1.65 2 318 x 2-114 1.2 DN25 (33,4) (24,1) (2,11) (1,5) (41) (100) (42) M1Dx57 (0,55) 1-114 1.660 350 757 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) 1-112 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) M10 x 57 (0,68) 2 2,375 350 1,551 0.06 3.38 5.20 1.70 2 318 x 2-114 1.8 DN50 (60,3) (24,1) (6,90) (1,5) (86) (132) (43) M10 x 57 (0,82) 2-112 2.875 350 2.272 0.06 3.88 5.64 1.75 2 3/8 x 2-1/4 2.0 DN65 (73,0) (24,1) (10,11) 0,5) (99) (143) (44) M10x57 (D,N) 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 2-1/4 3.3 DN60 (68,9) (24,1) (14,98) (1,5) (114) (161) (44) M10 x 57 (1,50) 4 4.500 300 4,771 0.06 5.70 T50 1.83 2 318 x 2-1/4 3.3 DN100 (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 2 112 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 2 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 1)N150 (168,3) (20,7) (46.00) (312) (215) (251) (49) M12 x 76 (2,68) 8 8.625 300 17,528 0.125 10.25 12.78 2.40 518 x 3-114 11.7 DN200 (219.1) (20,7) (77,97) (3,2) (260) (325) (61) M16 x 63 (5,32) 10 M 10.750 175 15,883 0.25 12.50 16.50 2.56 2 314 x 4-3A 19.5 DN250 (273,1) (12,1) (70,7) (6,4) (318) (419) (65) M20 x 121 (8.86) 121-1 12.750 175 22.343 0.25 14.50 18.50 2.56 2 314 x 4-3/422.0 DN300 (323,9) (12,1) (99,4) (6,4) (36$) (470) (65) M20x 121 (14,00) a. Maximum available gap between pipe ends. Minimum gap = 0. b. Maximum Pressure and End Load aretotal from all loads based on standard weight steel pipe. Pressure ratings and end loads may dlfferfor other pipe materials and/or wall thickness_ Contact your GRINNELL Representative. c. Gold color coded metric bolt sires for DN25 - DN300 couplings are available upon request. a. Max End Gap is for cul 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 121NCH (DN25 TO DN300) DIMENSIONS TFP1884 Page 3 of 4 Care and Maintenance 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 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 maintained 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 9 Tri-Seal Grade "E" EPDM TFP1854 Page 4 of 4 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-21"62-0700 Copyright 0 2013 Tyco Fire Products, LP. All rights reserved. tgCC CITY OF LA QUINTA IN COOPERATION WITH RIVERSIDE COUNTY FIRE DEPARTMENT AND CAL FIRE 78-495 CALLS; TAMPico, LA QUINTA CA 92253 DIRECT* 760-777-70001 MAIN: 760.777-7074 FIRE AND LIFE SAFETY INSPECTION LOG/ORDER TO COMPLY PAGE / OF r PERMIT/CASE # NOTICE NO.: Ay-7 FACILITY NAME 4-70AI S'T, 4^rr DATE: ..A- a rj FACILITY CONTACT #: ADDRESS • ,�� e3D [�Lf�r.rrr •nr 4 r�.v The items below are in violation of or shall meet additional requirements of one or more of the following: ]CCAUFORNIA FIRE CODE --4016 KNFPA STD. ❑ CALIFORNIA BUILDING CODE ❑ CCR TITLE ❑ LA QUINTA MUNICIPAL CODE ❑ OTHER a_IV ,tea va — +f f cT ra It iOG-rJ,4'. A,,. 'eDP'P�p'r34�2� W �v�-�iY'�I1A/J' v .4-1 0A/C CAP A&' .re.drra.rT The listed violations/requirements shall be corrected immediately. A re -inspection will be conducted on or after 20 FAILURE TO COMPLY MAY RESULT IN LEGAL ACTION AND/OR SIGNIFICANT DELAYS F i;APPROVAL.� Received By L: ( V� �i Signature'`'� 1 Fire Inspector Radio I.D. IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, PLEASE CALL 760-777-7074. CITY OF LA QUINTA IN COOPERATION WITH RIVERSIDE COUNTY FIRE DEPARTMENT AND CAL FIRE 78-495 CAL -LE TAMPICO, LA QUINTA CA 92253 DIRECT:760-777-7000 1 MAIN: 760.777-7074 FIRE AND LIFE SAFETY INSPECTION LOG/ORDER TO COMPLY PERMIT/CASE # rj.r.aa,,sw a/S7 NOTICE NO.: FACILITY NAME W,�tsir�+e,roA, J'r. ,�vr�. r�r .w.v� ram. DATE: FACILITY CONTACT #: ADDRESS PAGE _OF__ _. s ^7 r G The items below are in violation of or shall meet additional requirements of one or more of the following: CALIFORNIA FIRE CODE YAK J7a, 4 0 CAUFORNIA BUILDING CODE 9 NFPA STD._' ❑ CCR TITLE ❑ LA QUINTA MUNICIPAL CODE ❑ OTHER 4,%r C;i rsjY.a C C !r -Alr zv4x 4rA,0re l7 J Ja7 r3 .-iK tJrr a 7 Wv..i? oe .i7 lnr.d✓ �,.A' 6Y+i [.�.iP./ ¢' .�I � .Cro.�rJL Ir f. � ra 3 .i7 .�..�s�• rm �e.r.,EaF' e�+.i'��ru.� [�^ �r..s[lbN� — rt+vl` r.V7�tF�in� The listed violations/requirements shall be corrected immediately. A re -inspection will be conducted on or after FAILURE TO COMPLY MAY RESULT IN LEGAL ACTION AND/OR SIGNIFICANT DELAYS FOR APPROVAL. Received By t)fL,1._._ ��IL2� Signature �� ail [ fj Fire Inspector -". A�,,.u�• Radio I.D IF YOU HAVE ANY QUESTIONS OR NEED ADDITIONAL INFORMATION, PLEASE CALL 760-777-7074. CALIFORNIA lb DESIGN & DEVELOPMENT DEPARTMENT 78-495 Calle Tampico La Cluinta+California 92253 (760) 777-7125 FAX (760) 777-7011 FIRE REVIEW APPLICATION ❑ NEW ❑ TENANT IMPROVEMENT PROJECT INFORMATION PERMIT NO. (Please Print) Pro ect Name:rr •j r�7r ��!� Sign: Site Address: c,12 G'L h jEd' J ,�[ Prr nt: n J City & ZIP: n ex 2 Pursuant to a Cooperative Agreement to Provide fire Servicesr the Riverside County Fire Department serves as the City's fire department, and the County designee serves as the City's Fire chief. Applicant recognizes this contracted arrangement and shall comply with County Fire Department directions. APPLICANT/CONTACT INFORMATION CONTRACTOR INFORMATION: ©,Some as Applicant info Applicant Name: I II � � rmy,�lA;� Contractor #: r � Contact Person: I'yL Contact Person: Mailing address: d�7� A4 ,,vr-,PL Mailing Address: Ci'y & zip: � City & Zip: Phone Number Fax: Phone Number: Fax; Email: Email; A. APPLICATION YPE FIRE SPRINKLER SYSTEM SUPRESSION SYSTEM ❑ NEW COMMERCIALANDUSTRIAL ------------ ❑ HOOD & DUCT $405 ❑ 0-35,000 SO 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 ❑ TT COMMERCIAL/INDUSTRIAL $405 ❑ HAZMAT $327 ❑ RESIDENTIAL - lsf DWELLING UNIT $405 ❑ HIGH PILE RACK STORAGE $327 ❑ RESIDENTIAL- (EA) ADDITIONAL x $171 ❑ NEW COMMERCIAL - U/G WATER $483 ❑ MULTI -FAMILY (3 OR MORE) $561 ❑ FIRE FLOW REPORT $327 FIRE ALARM SYSTEM ❑ TECHNICAL REPORT RESEARCH HOURLY S1561HR ❑ 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 HOURLY @ S1S61HR STORAGE TANKS ❑ DISPENSERS ONLY HOURLY@ $1561HR ❑ ABOVE GROUND HOURLY @ $156/HR Each application type includes a Technology Enhancement ree$5 & Records Monogement Fee $10 RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 78-495 CALLE TAMPICo, LA QUINTA CA 92253 • MAN- 760-777-7000 •DIRECT 760-777-7074 10/15/2019 Miguel Carlos Symons Fire Protection 12155 Paine Pl. Poway, CA 92064 Re: Fire Sprinkler Plan Review — Washington Street Apartments Common's Building Ph. I FS S20 t"157 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 inspectionshests are required to be witnessed by Office of the Fire Marshal staff: a) Overhead Rough: All installed/relocated piping must be visible. b) Overhead Hydra: 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 he 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 DEPARTMENT OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 7&495 CALLS TAMPico. LA QuINTA CA 92253 • MAIN: 76&777-7000 •DIRECT 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 (764)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 CITY OF LA QUINTA FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD THIS CARD IS TO REMAIN ON SITE AT ALL TIMES. INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 42800 WASHINGTON ST PERMIT# : FSS2018-0157 T ISSUED: DESCRIPTION: WASHINGTON ST APTS / BCOM2018-0008 / FIRE SPRINKLER CONTRACTOR: SYMONS FIRE PROTECTION INC HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final E F Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final E F SPRAY BOOTHS FIRE CODE PERMIT(S) Installation Air flow test Mechanical interlock Extinguishing system Fire alarm connection Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: 79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number 4 (760)777-7131 INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. The inspection hotline for the City of La Quinta is (760)777-7131 B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 79485 Calle Tampico La Quinta, CA 92253 Main Number (760) 777-7158 Inspection Number 4 (760)777-7131