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Home My WebLink AboutB16-1818 000-000-000HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5:8 - SUBMITTAL. Page 1 j ENGINEERS yWilliam F. Squyres, Jr. (530) 345-1012.' ADDRESS :'166 E 3rd Street, Chico, CA 95928. JOB : Residential 2 Heads Flowing DATE: 08-12-2016 FILE: C:\RESDEN58\Trilogy Cooper.RES SPRINKLER MANUF SENJU RC RES, 16x16, K=4.9, P=7.0 MODEL RC -RES DENSITY 0.05 Gpm/Sq Ft FIXED PRESS 0.0 Psi AREA /'SPR 256 Sq Ft DESIGN AREA : 512 Sq Ft SPRINKLER Q 13.0 Gpm NODES 12 PIPES 11 SOURCE I STATIC 50 Psi RESIDUAL 40 Psi FLOW 35 Gpm NODE ELEVATION K -FACTOR PRESSURE DISCHARGE NO. Feet Psi Gpm ----------------------------------------------------------- g . 1 19.5 4.90 7.0 0 2 19 5 PER E COU' I DEVELORMEN g CE�- 4.90 7.5 34:i FaR REVIEWED 3 20.0 7.7CODE COMPLIANCE 4 20.0 13.5 q- 16 BY 5 20.0 14.1 E DAT 6 10.0 20.1 7 10.0 21.3 8 10.0 23.0 9 10.0 24.8 10 10.0 26.9 BUTTE 11 2.0 33.2 DOME 5.0 COUNTY 12 -1.0 SOURCE 35.2 31.4 AUG 18 2016 SPRINKLERS FLOWING 2 DEVELOPMENT SERVICES AREA PER SPRINKLER 256 Sq Ft TOTAL DESIGN AREA 512 Sq Ft MIN SPRINKLER FLOW _ 13 Gpm ®,C�G'6EQ%, CO REQUIRED DENSITY 0.051 Gpm/Sq Ft COMPUTED DENSITY 0.051 Gpm/Sq Ft G TOTAL SPRINKLER FLOW 26.4 Gpm Lie. i!0. 2732 TOTAL DOMESTIC FLOW 5.0 Gpm �� C-16 ®� TOTAL WATER REQUIRED 31.4 Gpm •y+� �� op CAS-�.� TOTAL SPRINKLER PRESS 35.2 Psi FIXED PRESS LOSS 0.0 Psi Copyright(2012) SUPPLY PRESS AVAILABLE 41.8 Psi by DEMAND PRESS REQUIRED 35`.2 Psi Hydronics Engineering PRESSURE CUSHION 6.6 Psi 34119 Fremont Bl, Suite 609 i Fremont, CA, 94555 MAXIMUM VELOCITY 8.9 FIS (800) 845-9819 )S corgi' 7T j HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.8 - SUBMITTAL. Page 2 ENGINEERS : William F.'Squyres, Jr. (530) 345-1012. ADDRESS : 166 E 3rd Street, Chico, CA 95928. JOB : Residential 2 Heads Flowing DATE: '08-12-2016 FILE: C:\RESDEN58\Trilogy Cooper.RES PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS (Psi) END DIAMETER TOTAL (Psi/Ft) --------1-- ---------------------------------------------------------------- q- 13.0 K= 4.90 L= 14.5 Pt 7.0 Pt 7.0 1 Q= 13.0 F= 2L F= 14.0 C= 150 Pe -0.2 Pv -0.1 Vel= 4.4 D= 1.101 TL= 28.5 0.0307 Pf 0.9 Pn 6.9 3 Pt 7.7 -------------------------------------------------------------------------- 2 q= 13.4 K=_4.90 L= 6.5 Pt 7.5 Pt' 7.5 2 Q= 13.4 F= L F= 7.0 C= 150 Pe -0.2 Pv -0.1 Vel= 4.5 D= 1.101 TL= 13.5 0.0324 Pf 0.4 Pn 7.3 3 Pt - 7.7 3 q= 0.0 ------------------------------------------------ K= 0.00 L= 42.0 Pt 7.7 Pt 7.7 3 Q= 26.4, F= 9R F= 9.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 51.0 0.1138 Pf 5.8 Pn 7.2 4 Pt 13.5 -------------------------------------------------------------------------- 4 q= 0.0 K= 0.00 L= 0.5 Pt 13.5 Pt, 13.5 4 Q= 26.4 F= B F= 5.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 5.5 0.1138 Pf 0.6 Pn 12.9 5 Pt 14.1 ---5-------- ------------------------------------------=----------------- q- 0.0 K= 0.00 L= 10.0 Pt 14.1 Pt 14.1 5 Q= 26.4 F= B F= ..5.0 C= 150 Pe 4.3 Pv -0.5 Vel= 8.9 D= 1.101 TL= 15.0 0.1138 Pf 1.7 Pn 13.5 `6 -------------------------------------------------------------------------- Pt 20.1 6 q= 0.0 K= 0.00 L= 3.5 Pt 20.1 Pt 20.1 6 Q= 26.4 F= L F= 7.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 10.5 0.1138 Pf 1:2 Pn 19.6 7 Pt 21.3 -------------------------------------------------------------------------- 7 q= 0.0 K= 0.00 L= 9.0 Pt 21.3 Pt 21.3 7 Q= 26.4 F= BR F= 6.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 15.0 0.1138 Pf 1.7 Pn 20.8 8 -------------------------------------------------------------------------- Pt 23.0 8 q= 0.0 K= 0.00 L= 10.0 Pt 23.0 Pt 23.0 8 Q= 26.4 F= BR F= 6.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 16.0 0.1138 Pf 1.8 Pn 22.5 9 Pt 24.8 ---9----- ------------------------------------------------------------- q- 0.0 K= 0.00 L= 6.5 Pt 24.8 Pt 24.8 9 Q= 26.4 F= BL F= 12.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.101 TL= 18.5 0.1138 Pf 2.1 Pn 24.3 I 10 ------------------------------------------------------------------------- Pt 26.9 H$DRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.8 - SUBMITTAL. Page 3 ENGINEERS William F. Squyres, Jr. (530),345-1012. ADDRESS _166 E 3rd Street, Chico, 'CA'95928. JOB : Residential'2 Heads Flowing DATE: 08-12-2016 FILE:'C:\RESDEN58\Trilogy Cooper.RES PIPE BEG FLOW K-FACTOR LENGTH C-FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FRI-LOSS Psi END DIAMETER TOTAL ,(Psi/Ft) ------------------- --------------------------------------------------------- 10 q= 0.0 K= 0.00 L= 8.0 Pt 26.9 Pt 26.9 10 Q= 26.4 F= 3RSL F= 17.0 C= 150 Pe 3.5 Pv -0.5 Vel= 8.9 D= 1.101 TL= 25.0 0.1138 Pf 2.8 Pn 26.3 11 Pt 33.2 --------------------------------------------------------------------- 11 q 5.0 DOME L= 65.0 Pt 33.2 Pt 33.2 11 Q 31.4 F= 2LR F= 23.0 C= 150 Pe 1.3 Pv -0.1 Vel= 3.2 D= 2.003 TL= 88.0 0.0085 Pf 0.7 Pn 33.1 12 Pt 35.2 -------------------------------------------------------------------------- -------------------------------------------------------------------------- Q= 31.4 <<< _SOURCE »> Pt 35.2 --------------------------------------------------------- ---- E=45-E1b L=90-Elb B=TeeBch R=TeeRun C=CouP1g g S=Sw Chk G=GatVly I i j i i i HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 5.8 - SUBMITTAL. ENGINEERS William F. Squyres, Jr. (530) 345-1012. ADDRESS 166 E 3rd Street, Chico, CA 95928. JOB : Residential 2 Heads Flowing FILE C:\RESDEN58\Trilogy Cooper.RES DATE : 08-12-2016 i PSI FIRE SPRINKLER HYDRAULIC GRAPH 100 150 200 250 300 350 400 450 500 FLOW - GPM o- o Water Supply Static 50 Psi Resid 40 Psi Flow 35 Gpm • -e Water Demand Avl Press 41.8 Psi @ 31 Gpm Req Press 35.2 Psi @ 31 Gpm Press Cush: 6.6 Psi i I� Copyright: Hydronics Engineering, 2012 I 34119 Fremont Bl, Suite 609 Fremont, CA 94555. (800) 845-9819. -- r - - - --- - - - — --- ---- —T -- - - t 5 0, ' rt. Conceated Sprinkler Model: 1: R -RES., l -factor 4.9 AESTHETIC 1 COST EFFECTIVE is Small Cover Plate, Just 2-6/8" inch (68 mm) • Industry's BEST Low Flow and Pressure in diameter under Slope Callings z Cover Plates Available -- More than 1000 IN Can be.used tor' "Stand Alone" and "Multi - Custom Calor & PattemFinishes Purpose Systems" Iff Can be "installed In Fewer Steps and Less Time The Only Flat -Concealed Sprinkler That Works. On ALL Single Family Homes with 13 GIM,! Maximum Coverage Minimum Flow and Pressure Area Flat Ceiling and Sloped Ceiling up to 8/12" I, 12'x 12' 13 GPM - 7.0 PSI •— -• -- ... v. ... .v.v. v. ..v -1 L. Vv"I w`..m'e+°A^.;%'a5W'e.�G•m�&,ttN�bceWRf �kciY.K: �4&:.: 0. :: .«F.F*a°-: aK:.z .. -:: k . C�. , ,�+BS LIQ �7ENJU C SPRINKLER MADE IN JAPAN One M'ill'ion Raindrops by Senju Sprinkler Senju Comtek Corp 74 Maxwell, Irvine CA 92618 T1949.333.1281. F1949-333.1681 www. senjusprinkler.com ....... _..._. III I -=,1 0 SON -�_ - � AI FV1 T-10 3825 Ohio' BELL hPrlps, �r.� �•�e''`". 'M)i'�- fi013� i .� fi3U-37i�bawe, i 1SI� Series: _ vwav�s�>st�asetisoLcorhn i1D1.t3aC; Dpz--tl2lp VC)JLaoe Z Tr1It: p'.�ted ? G C Jium CiZtrent:'; i?DC Dperatmg !empLT '31.1r A./l~ vi77� : - 53.51_ `' - 15C1°F ' Series -�l_ to -. 5 tC, - bG ° C;j JpAre77Il� 1?Dlta� 7 -• P,&�ZuLated ilo'\%Ai b= i • n SL _ _�Iatzumm C M 7L JDeraun J 1°r0.perai. � 2 Lo --i SCDLG TGC'GCj �L RE-7erberEnf B.DCTn Sottud i�ttt UaT TTL 4&L, r !.4 iT�C': SSI*.�= v -20 VLc SE7 - S 0 12D S11'_'C�-fi T 12 C -1D (1D". 1�0 LC-) l E j = 5uppr_sseu . Lease bead Carerrll 1�7C1TE: u11 SSA, Series DC bells vre G and Same r� Dnl,� tested at the instruction izanuu� C'Dntaim 16-33 Vo11-DC,TW..F.:.1irr,its..fD Ste? 5eres es A at )D1It the 1�por�t i ormatiDn onl: to bElls'niere installation and operation of bells. purchasers5 sted at the 95-1;3 volt AC limits. This clues r hD in.staD beTls for use include the o0% ID'Mi-End or 11Ci°o high -and vCilta�p ) lD ptJ� ?rS laust lea �; e his M ; r u.ai CD pSJ n it cr y+k +1 _it ,,e Lna Genera[ Descript, ,, stem Sensor supplies bells fnr nearly, aT The 1�lationa] Fite Protection �ssDciation has ttm/butnlal applic,tions. 5Pnm1<1er,'iite codes, siandarcls, and recommended Published ]I15tal1cltiDIl and use O pI'aC17.CeS iDr •�e u the abode app]iances. It i.s recDu,_ es? ir�stru��tDns a�pl�� to P p Mended that the instJler be Iatnili�r all S3?Ct-m Sensor be a wizfb these require. ies. Read all in..�a-UCtic rls m the mems, mitt local codes, and amp special' re CarefuIl�, before beL nninc, the authari ha 9uuement of low Croy those instluctioms that app117 tD ttie model poa � Wig' jtuisdict DZ_ in,t�llin c* a T:G.ESE bell are intended to be connected to alarm indica- inc, ciretri of ITL Listed fire alrrs control panels. The �SLd .�l..c,e,t_r-ri��v series is pol.Zi. ed to enable saliann,sion of the j=jgj2ati.on Dr_, rbat use xri PDt�t�Ll_,• e- plcrsime � vsphere✓. �T' ' �' �p SE16 bETI; require ?•4 v7jC Dn ZLOt ]Pa• 7e a=72 require 1: Ci L>C. incl the SCj? tzaZtsed Zxrjr'°; e posEtri .0-0D - - - T - - -- ------ �, I nuC!ul b-- .nU s1TOlcil-,Q ^ILII' Lftci ,, CLorcICIE OrCc_. r3= Cil!_i, In El 'vV=11 ✓ nl IdCCCI ::P. - 1nCl �LI711f_, rIL Li-) •_ICr ^ r .n nu un, rG�`;Mr �' ;i�in un[21ct vvith zfl_ al,rcnL. _ re LtOn=il_CI safety in(orT-1jr ion is 7�21i11�1e from " — a or lf=� �`I��+LIo-%gin) Corparalion. � I " ; :; r i G c�►rr�it�n tf}f r, i�ljt�� ot�If �! r_r 1 I" -f .o- r 'f -{•-r y, Y=1-; � t r: d< _ `�• . ., r I I LS i_I b` c r�fi�rIiy•undar..;tuod. 7 the joining surt7en; must be ,DPtened and made semirluid, urrlciAnt c�m�rrt mu>t be eppfi -d m X11 C1�e 9-ap 1IeLv✓r-erl pipe end TLtjnCl. u SSErII T OC' �'�Ipe— antl Fining., mlj5L'. be 1T121de vJhilt= tl-,e -surf-ac= arLi, .:till vvet and fluid. 1 JDin1 JO'✓efops ELL the cement dries. In the tfpht parrs of rine joint tt-Io sur, virill r_er 1d to fuse Cagetl-,�r. in �T1C- IGCIr.= part the Cement uvill bond CG J 01=t -I SL rf- r.'< . it fihole IIla1I sullit)rnl mmuri U, fill it, louse fear ni Lhe•joint rows he Ftrifllied, fiesfdes. filliriq 1112 qap, �Idequate Conelit will Ilrnnunlr. II1C. sl a l�irrvs �u'trl I�rhn IC:nlrlhI wml U11111 IIIc)IA11 1', assembled. IANC LI lis yoLlrselP. Apply on Die 1ofl surl,C!' of ;1 piece L31 pipe rwn sefazrrLe I_lyer_ of cement, Pim, flow ort a he:Ivyl layer W rvilir•nl. 111rn Ilrrl IClairir. IL rl Lliin ..._ _...�Lur.Git,,.�l-r.n.n..htirrl-�'e,•r..thr• • hy.err CVL'lyr I� S4"CCII Idr Ur ND Lty/ ?I g7M ILIO Lap wllh your fingpl'. You will nate 11"Al. ME [[Jill Jmjmr L;Cigr enrl Lllen drim quirrdyr lorolaabol e vvill16-1 15 se[onrisl 'I he I iern. vIr layer v✓Ill miair, wet much lonpel'. hlcu Chechlar• PCI Ielr OM a Jew minLIU= alta Apr,lyrit'1[J Ihese hyrer_. Scnrye Chret•n UalLh a hl Irl L. 'I Ise II lir, fiver vvill have• 7Cllieverl Ilule nr no- 1,tmTm1lalirn 1.. T) le I IL;Ivy u,+L, rnvCl, n-Ior[; I�.er,[elr:n 'ori. r JurrClcas rrrusL be a�semhled whiles they, a.r_ vve- ar'►d -DtL 11 1 i H IJ IC. 6121 ilCnr Coa11'1L.. 1711 LIL` pin,.. and Iluinc1 am we, ant fluid w here a emUhr lril[e pie_F then will tend er, DOW topeln=r Ila nemrnE on= h,VCr h,L G 11 Che ternent t wCl' t1,6• surlaC-r b!!n_atn Ihlern will sUI1 be sol L. amyl Llimc>uitenedsurfaCrz; in Lhce Lighl. part or LheJointwili LCnd j to Iua_ Logelh.r. �uIr Grmrle6suri �� - �ri r; r•vmd �t rl7lr = iIs LI le srllvc!nr dissipate;, D le remern' hymr and is sollened sul U1cG will l imrden w!L I tolresponding increase in join[ strenglJl, A good joirltwill take gle required W[3rldng pressure long 17efnre lite ioint L, lullll dry and find suclltII,, is r11]1-111ICC1, IIf IIIc li�flit 'lased; part CII Lhe joint, strength vrlil develop more qulddy thLln in the looser lbonded) parr of the jolnr Iniormallon about fine rlevr_Iral�iur_nl of honrl strengli'I of -.--!,ah2ltit-cclrfu7tecf-lnlnt;-1: �rvall��le.. These areal mu- E'�✓.`- f .� t_ t b� Sai`Lpn�G drlLl sol',eeni i=1 I =r�C�� genet, atep �onrLC:U0rl i lI th?I-mnpl::17dc _rr,d =inrgs L • 712 1rril'�I litllc in �I �1-sti_--�i ' ._ `I': .I .pe Z11�f lar L.. It jai-, nae cli i Li1C sL1CC°=- Gr I-eIIIUF= al I;! rj 'l )' ', 1; ,- CI . 11C.i1 -;1L n= L.•= i - to prfc _,i�n�l Lrif'n r -111u! Ir ••1 �11_• rliv-r;I �U7r=r CD1i-11D�r r., - r I 1 r• - ,.L......` .I :•II rC ire nnarnw Zola Cnf r 111 'nLlt'ia Lr CI II'li�l_l�" V vll,[Iru nlLlIhr• r11,lr _ICI' ]fl�i��'J =1•,�r 1ny �L'r, .,,r_ _L�G� pr��__,C1LJr" -11-i Iu�C C^n [•nln,[I pinrr.=, nl[ioi, 1G -net I ,rnl IL Ca • ry - _nl Il(?=•�I I'IIiL. I'ICrv, ^VAI', soil ninp M11 LIT athleved b)+ IIIc _1 11 1 ( f; .'f ;_ J I C pnrl._Ipi= Irl v'p l'V�[,' :5 F: Alin iC [^_ll iLsr'll lir2�Ir1 UIU rel... - r^_IIIC!1111iIC' I]I t7CL'IILII �" � Il Clll111 ;; l-n`1vr-i �nCl unJ_i�LDD !. al l_"�LL'�r refer LL,irr;IIIZI UI) 11Mu•ucDnn„I: For jAr�Ctn�IIIJu 1r,rDuld bT p gLlin_ti, �.. LG v�ln�t LCI'IriltlSlTq,uiirinrLCPLrllil lnl,Ll�_ ar_ n=r--5drt% LC SLIM' iClrt1=U11r Candilinllt, i1 nrly 1112 rJesheL,le to Ilse 111r•7i1✓n E1' plvCr* uvlliCli ]ijCCLiGr-_, L_n-IFA-=T(Jr_CDnC(IL'jDrL, ci^ICI`✓�rj�tior-t< ulifi_fiPtilIlerLoel$ur 2E.ILQuclLe a_e j znd Piz o1' pi ur , BnG flLtirlQ_: solleninq. r -or enample, when worlting In Co1Cl w2FIUz_r wilt) laroa. Bv',r:-7r_ cit _111C11TIP� =11' goDd ;�1'�L'I,' pr3_UC-^�. Irivilmi_1 piiic, mole Lirnr rind a - - Cr DI - and 17!'111-i_�; �t _ flarnnnLti�l=, addlLlonal,I1i]uC,tion- Iru7; la= equiled, nuC!ul b-- .nU s1TOlcil-,Q ^ILII' Lftci ,, CLorcICIE OrCc_. r3= Cil!_i, In El 'vV=11 ✓ nl IdCCCI ::P. - 1nCl �LI711f_, rIL Li-) •_ICr ^ r .n nu un, rG�`;Mr �' ;i�in un[21ct vvith zfl_ al,rcnL. _ re LtOn=il_CI safety in(orT-1jr ion is 7�21i11�1e from " — a or lf=� �`I��+LIo-%gin) Corparalion. � I " ; :; r i G c�►rr�it�n tf}f r, i�ljt�� ot�If �! r_r 1 I" -f .o- r 'f -{•-r y, Y=1-; � t r: d< _ `�• . ., r I I LS i_I b` c r�fi�rIiy•undar..;tuod. 7 the joining surt7en; must be ,DPtened and made semirluid, urrlciAnt c�m�rrt mu>t be eppfi -d m X11 C1�e 9-ap 1IeLv✓r-erl pipe end TLtjnCl. u SSErII T OC' �'�Ipe— antl Fining., mlj5L'. be 1T121de vJhilt= tl-,e -surf-ac= arLi, .:till vvet and fluid. 1 JDin1 JO'✓efops ELL the cement dries. In the tfpht parrs of rine joint tt-Io sur, virill r_er 1d to fuse Cagetl-,�r. in �T1C- IGCIr.= part the Cement uvill bond CG J 01=t -I SL rf- r.'< . it fihole IIla1I sullit)rnl mmuri U, fill it, louse fear ni Lhe•joint rows he Ftrifllied, fiesfdes. filliriq 1112 qap, �Idequate Conelit will Ilrnnunlr. II1C. sl a l�irrvs �u'trl I�rhn IC:nlrlhI wml U11111 IIIc)IA11 1', assembled. IANC LI lis yoLlrselP. Apply on Die 1ofl surl,C!' of ;1 piece L31 pipe rwn sefazrrLe I_lyer_ of cement, Pim, flow ort a he:Ivyl layer W rvilir•nl. 111rn Ilrrl IClairir. IL rl Lliin ..._ _...�Lur.Git,,.�l-r.n.n..htirrl-�'e,•r..thr• • hy.err CVL'lyr I� S4"CCII Idr Ur ND Lty/ ?I g7M ILIO Lap wllh your fingpl'. You will nate 11"Al. ME [[Jill Jmjmr L;Cigr enrl Lllen drim quirrdyr lorolaabol e vvill16-1 15 se[onrisl 'I he I iern. vIr layer v✓Ill miair, wet much lonpel'. hlcu Chechlar• PCI Ielr OM a Jew minLIU= alta Apr,lyrit'1[J Ihese hyrer_. Scnrye Chret•n UalLh a hl Irl L. 'I Ise II lir, fiver vvill have• 7Cllieverl Ilule nr no- 1,tmTm1lalirn 1.. T) le I IL;Ivy u,+L, rnvCl, n-Ior[; I�.er,[elr:n 'ori. r JurrClcas rrrusL be a�semhled whiles they, a.r_ vve- ar'►d -DtL 11 1 i H IJ IC. 6121 ilCnr Coa11'1L.. 1711 LIL` pin,.. and Iluinc1 am we, ant fluid w here a emUhr lril[e pie_F then will tend er, DOW topeln=r Ila nemrnE on= h,VCr h,L G 11 Che ternent t wCl' t1,6• surlaC-r b!!n_atn Ihlern will sUI1 be sol L. amyl Llimc>uitenedsurfaCrz; in Lhce Lighl. part or LheJointwili LCnd j to Iua_ Logelh.r. �uIr Grmrle6suri �� - �ri r; r•vmd �t rl7lr = iIs LI le srllvc!nr dissipate;, D le remern' hymr and is sollened sul U1cG will l imrden w!L I tolresponding increase in join[ strenglJl, A good joirltwill take gle required W[3rldng pressure long 17efnre lite ioint L, lullll dry and find suclltII,, is r11]1-111ICC1, IIf IIIc li�flit 'lased; part CII Lhe joint, strength vrlil develop more qulddy thLln in the looser lbonded) parr of the jolnr Iniormallon about fine rlevr_Iral�iur_nl of honrl strengli'I of -.--!,ah2ltit-cclrfu7tecf-lnlnt;-1: �rvall��le.. uvwr tolco:conn Rcvlsio `• n 06E stall using a rechargeable electric drill fitted IvitfI a 5,1'IG" sockel aLLVCHMEIII with the special he;: neap sen -lapping xews provided. Install screws until they bottom Dut Pipe can be "snapped" into hanger betDre Dr atter installation d :e screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection to the pipe, but is riot quired for pertormance of the hanger / restrainer iunctiorl. OFFICE-AVIAMUFAGTURING FACI1-171,1 • 1775 SAIVIPSOW AVE.. CDRDWA, Cf•, 92079 • PHt 951.7375594 • FM . 951.7 %.031n MUMMER SERVICE-000.70E.Mr, Plastic Pips C t�� usiassEn Giza PianDS — Available in 3/4" and It' pipe sass Material — Fri Gaivarited Steel Funs; oro, — intended to perform as a hanger and restrainer for te} plastic fire sprinlrJer pipe. Prohdes double offset i'i_' 'from niounting surface. This design will ease ase installation by . iriaGrrc � eli: the need for wood blcc'tc sion and allow retro -fit ` �• t ,r; Z' -ft oI hanger to sprinkler pipe, } Thumb 'Cab provides l'�t@^ZtC)n tC: ra - p straln I' 6 y, c n pip, i. , rough lob sitE conditions, lab i5 `- nGt reC�uil'ed to be bent for listed insta(iatlon.�''' E Oi sem: edge eiir-ninates abrasioin. 5 attaches easily to, .wood structure with two special y'i C ; he-, , head self -threading screws furnished with product Can be used as a singie offset hanger by aligning "dimples" c 1 i Vlrit,,, top -of mounting surface ant, LrMizing two fastener., in twD 01' j trre three holes provided. , t�pravai`s — rJndElVJrrt?rc' I ac 1 n-I,�.t in the arc: - i 1C nadaa F c UL% as E. h_nge and rest; slner to su apor nl i spnnkier s stems. Meets and exceeds ...,d., r.,qun-ement.: -.. , "3R and 11,3D. gnestt — Pr=- aatyZ—'e-d . an.�� I I 0 -,der KBIT — ?=idure number and pipe si=e. I 1 PAT =1\7 p -n! D 11,.1 G I ----------I stall using a rechargeable electric drill fitted IvitfI a 5,1'IG" sockel aLLVCHMEIII with the special he;: neap sen -lapping xews provided. Install screws until they bottom Dut Pipe can be "snapped" into hanger betDre Dr atter installation d :e screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection to the pipe, but is riot quired for pertormance of the hanger / restrainer iunctiorl. OFFICE-AVIAMUFAGTURING FACI1-171,1 • 1775 SAIVIPSOW AVE.. CDRDWA, Cf•, 92079 • PHt 951.7375594 • FM . 951.7 %.031n MUMMER SERVICE-000.70E.Mr, i . - = IgE 23 Hanger ®rcp C-PI-a-s-fic P-1pe CPVC n j e� UL us Fastener Double Faster Strap Type E 4 ..._. _... Size Flange - 3/4" thru 3" CPVC -pipe Approx. Material — Pre -Galvanized Steel A Function — Intended to perform as a hanger/restrainer to support C Spacing (Ft.) CPVC piping used in automatic fire sprinkler systems. Fig. 23 can t be installed on the top, bottom or side of a beam. The Fig. 23 also t functions as a restrainer to prevent the upward movement of the 13/16 51/2 sprinkler head during activation. 9 Approvals — Underwriters' Laboratories Listed in the USA (UU 33/8 and Canada (cUL) sizes 3/4"-thru 2" to support fire sprinkler piping. 13/16 6 May be installed in wood using fasteners supplied with product, 9 or into minimum 20 gauge steel using (2) 1/4" x i" Lek type screw. y� Fleets and exceeds the requirements of NFPA 13; 13P, and 13D. 13/15 61/2 Features — Fig. 23 incorporates features which .protect the pipe 11 and ease installation. The flared edge design protects the CPVC 47A s ..27/32 pipe from any rough surface. It also incorporates snap restrain- 5/16 12. ers allowing easier and faster installation. Easily attaches to the 47/8 27/16 building structure using the two UL Listed hex head self thread- 5/16 " ing screws* furnished with the product. It is recommended that 109/32 217/16 rechargeabie.eiectric drills fitted with a hex socket -attachment be 5/16 ' used as installation tools. No impact tools (such, as a hammer) are 117/8 3 allowed. `Damage has-been `known to"resuiT Trorrr.in`s'taltation's`-using 5/16 impact type tools. No pre -drilling of a pilot hole in wood is required. Finish - Pre -Galvanized Order By - Figure number and pipe size Hardened hey,, head self threading screvlr is furnished with the product and is the minimum fastener size accepfabie. mow Dimensions -Weights CPVC Max. Hanger Fastener Hex Approx. Pipe Size A l3 C Spacing (Ft.) Head Size Wt./100 3/4 31/8 19/16 13/16 51/2 5/16 9 1 33/8 111/16 13/16 6 5/16 9 1 y/4 43/16 23/32 13/15 61/2 5/16 11 11/2 47A s ..27/32 ..13/16 7 .. .. 5/16 12. 2 47/8 27/16 13/16 8 5/16 15 21/2 109/32 217/16 13/16 Consult Factory 5/16 22 3 117/8 3 13/16 Consult Factory 5/16 25 OFFICEIMANUFACTURING FACILITY - 1375"SAMPSON AVE - CORONA, CA 92079 - PEI 951.737.5599 - FAX 951.737.0330 mow CUSTOMER SERVICE - 900.706.5265 www.mlcv.com _ I I S2-PYSPSFe±ndd--vsr- .-Ddf Jfg X JLI%- Me qym�a! of prafe'ayorl, Ila Ir mw Cme c-, vw-r- gv"rjef, POR MULL PLPE 012 "WeA 'rVTtSrM-'. Urrnp CPUC pjSj;L,r. fininm TnnnaE3cM_-p_,c1 nt-21 Spun le r , Y CL svtilll:jer COTT.-,, Sm.= _"Mrmuiac, , =114ts CO.- and LPEY I. -,-ceple? thal use I orpe aze� 11 Ts tcluipped. w-fth, a ne -'Lmxt conrx= two sale1c, Inlr3 double 0=7,:reap w.t3on 611,iUraes and an aelustable... instant)v rpm--* ....v .. ag pnLuumwc rel rd. elle sv.-itcliei; are acivated ±LOW Of 940 --illom per ='=Tte (3Cl-3S lir rs- p li=tf-) per ir or More OftiLl-le. necessan: In ove:rcome the. selected retard period. INNSTALLAM:13N: Thme dfn-ices mm: be mounted on. horizontz] or veftical PiPe - 0-n 1-wrLtantzi pipe thery shOUld b . e insmed all the top, side of fln- pipe Wkware they wU be ammst.ble. The Lmilf: should nal'be =tallLd within 6,,1115 cm! of val-ve, d"enn arEazin-L, drift ch change.; the direcri on oftLie. wate6niv. The Tinit has a I " main fittir=- for urdulug alto a plaztil:c ME. L-cjn_t;e-r2 4jle Union nu; and S:eT_-Mr'TR the. I " 111,aie filting. from the 'all- tl:- thle 11, MiL firrule I inro, the T= foLcew-9 the -7EZ ariIllmluf,,- mstruci_,ons for preparstjori d e .Tuyer,� lu.rP, Of uaal� 11tLilt nmsl bollom out or, tin- :nap of the Tri for prcIper VALINE .LTTITE W -k -L 7 _OV A j�kRM SVTrCa V =- RETARD AND GLLT-DN 'CUNTION gjg ll'� polowasplip, CM' T -"L lud CSF-rV_L UM12, CE NfArk-ed, Willhd ACCLTTM Service- Pzwsllra: Up IM 175 Algtamum SMT-Uge: ILE F-PISI Encimam. No. U137545: cm.�r, held iz plam MO-tarnmr7e.:,"sUmt Screwn bv --mer mmvt,ai farm -per Slvftch I-Ontazis: One aet Sl)*r)T, Fated Ce" Lr Tamn-_- SAritch lermhr.,-tiom: V' n-'aFc; h a _d Z. zt, _',0VDC 'Canduir Zanirruces: 7, -wc, 1MOCLcam, P;ovideCl icr c.onchin. a; C757C Pia-tjc PIPMV 0 PeZ,77, El",irnrini-enta. 1 ,airabl, for M-docr Or 01.7tclooT Use, V,-hh -E Ir waled ind d3g-npv: hotmn5z F,317 I'M -46. 4..,TPf: ", rated en'_.jDSWT - USC-, Wifll Mrrrmll'ate C"OT.3%�Ui, Tmiporaturnc rarjee- 12rF t Cauciar? no! ani mdwd f07 a=Db vRtjojjj jj-j t__ op--ation of LE: !;� 7j, , , u1 -a7: , I -) Z W4 laoun, It:, §IMC i:G dr-, baflOrE ElvtErhmg thr 'r,73F, tn ffia 1" Malt:-. fitting. Select th- Proper paddle for The pine si-le. and r,,P-- oT—EEE used. fies Fit.. and L for imt=10as on hou, 1.0 Ghwge paddic. •(h.- 0..nna prclptrj...r dv,ilae in tht appropriate dzectionto rietec! Wthe n ill P L�:, 2. CAUTION: Do B.-Ol: over-ta, - Iden the zmjor� A&,),Mtd tjgjif..en 0116z.! The VaM' Mt2t not _rdb L -),e m-n-dt of jie —,zZ, or bmd, M an',• 711t Should move freell.''wh8n. aper rzte6 b-, h=. d. =S7 T'4c: c:11 the iwqpecctor's teq-,7Sh-- 8i the end oftha sprml:Ie7line- aj-tbedram and tpgt connection- if an. M"' ' Oecl-67!s teci iS trot Provided, If there -Te. nc, prnvisicTLIF. fol 1"I'Sting lh= ope'ratlmll 0-1 - the 201�7 detection device, asthe Envsreln.. ap ICU: - plizatiml of le I-'.- nor reeccrmmeu,8ef 0, The :El ec;Uejjc.-,! o -j" t]lc. iii Ts loll and tasting, and YEZ EtLeocigt&f) Tnoiutorin.t Sbould bc. nj raccOrdarxce with file a i7pticable, ]HT1 Code - and S=dar& and;or iirllicyriti- hn7mg jurisdiction (r Lint'acunw: rm-onirnmds quaAert- cr ?tort, fraqutnifl,., Ell.c.=13.1c S12nal c")jrj-pUjj-.:------ a -air FIcnic) S, roues MG 67j46-4`61 - Phoryr UMMtwM ? Mr- c; 11 1-4(t) BUTrE-- COUNTY PERMIT# BUTTE COUNTY DEVELOPMENT SERVICES AUG 1 201^ -REVIEWED FOR CODE COMPLIANCE DEVELOPMENT _ —IL— DATE_BY ._ SERVICES REVISIONS BY 0 M r M n O M kn cC W C� N vi'to- WS� O O v�i n cq �� oo 3av�a 0 U s.. G. O U No 0 ;vQ�o 0 ti o C) C�3 I �a U.-ola;d i.; O 0 -c3 d Date -7 Scale"� Drawn, Job Coovlti- '— Sheet j Of 2 Sheets u x u rnInrrEo ON No. 1000H cLEAnvn,Kr. C Ofy ,�- L/_- NOTES: I. System to be installed per 2013 edition N.F.P.A. 13D, Mfg specs, and local A.H.J. �22. System provides protection in selected areas only as per N.F.P.A. criteria 0 p,v>�.J C72 -r 3. All piping to be "listed" CPVC or equiv. 4.Pipe hangers to be "Tolco" or equiv. C 0 O 5. Freeze protection, carpentry and electrical by others. 6. Riser to be installed in "stud bay" within indicated wall. 7. Exact pipe run lengths and head location subject to field verification. 8-0 8.' Heads to be Senju RC RES (165 degree) and must be 8' apart Flows based on a 16'X16' grid pattern. (see attached calcs. And spec. sheets) 147 ;;0 Q 9. All pipes to be 1" diameter unless otherwise noted. Lp3 10. All ceilings are flat and 9'0 in height, unless otherwise noted 11. "Tolco pipe hanger spacing per attached manufacturer's spec. sheet. b a) The maximum from hanger to the end of line on I" CPVC pipe is 12" N b) The maximum distance between hangers on 1" CPVC pipe is 6'- 0" ' 12. Total heads required = 3 8 13. Future Additions of heat sources, like gas or wood burning stoves, should be i° installed according to N.F.P.A. 13D residential sprinkler installation guide. J N 14. Owner is responsible for all monthly and yearly system inspections / maintenance p X- Q r 15. Underground piping to be properly flushed before connection to fire sprinkler nkler ri ser awd brouaht to riser location by owner or representative t: LI k^� 2-6 -ro 3-6 p S -o i_6 3 7-64-10 111;1 S -b -o p 0 C 2 ° ° a P o� �o I 0) V QIN\ tNw-- e) 1e�Ivi X� S NtU SPS � z K -o � a � a �cS I ID o ° I 0I5 STT ICE PERMI`F 8µi CQa j o l6 _---- ` 6Y DATE III Ii III III Iit �J