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FSS2020-0111
Description: THOMAS / BRES2019-0555 / FIRE SPRINKLERS Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL - CUSTOM Status: ISSUED Applied: 8/24/2020 ECON HOMES Approved: 9/8/2020 KHET Parcel No: 777150003 Site Address: 80800 VIA PORTOFINO LA QUINTA,CA 92253 Subdivision: TR 29894-2 Block: Lot: 129 Issued: 9/8/2020 KHET Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $11,790.00 Occupancy Type: Construction Type: Expired: 12/11/2021 KHET No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: SINGLE FAMILY DWELLINGS ACCORDING TO NFPA 13D 2016 ED. 15 Applied to Approved Approved to Issued ADDITIONAL • • • 7• CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES RECEIVED INSPECTION REQUEST FROM CONTRACTOR. PERMIT IS EXPIRED AS OF 3/7/21. OK TO EXTEND PER KOHL. CONTRACTOR WILL NEED TO PAY EXTENSION FEE AND NOTE KAYLI ALFORD 6/9/2021 6/9/2021 PROVIDE EXTENSION REQUEST LETTER PRIOR TO EXTENDING PERMIT. EXTENSION REQUEST LETTER & EXTENSION FEE PAYMENT RECEIVED. EXTENDED PERMIT BY 6 MOS CONDITIONS CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT RESIDENTIAL FIRE PROTECTION DBA 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 vivianah@onguardfp.c ON GUARD om Printed: Wednesday, February 22, 2023 4:34:30 PM 1 of 4 WSYSiEMS FINANCIAL •R• CLTD DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY FIRE FAILED OR RESIDENTIAL FIRE ADDITIONAL RE- 101-0000-42421 0 $161.00 $161.00 8/17/21 WEB9015 05257G CREDIT PROTECTION DBA ON ECON INSPECTION GUARD RESIDENTIAL FIRE FIRE PLAN REVISION 101-0000-42420 0 $161.00 $161.00 8/17/21 WEB9015 05257G CREDIT PROTECTION DBA ON ECON SUBMITTALS GUARD FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $242.00 $242.00 8/24/20 WEB6069 04657G CREDIT RESIDENTIAL FIRE ECON PROTECTION DB FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $242.00 $242.00 8/24/20 WEB6069 04657G CREDIT RESIDENTIAL FIRE ECON PROTECTION DB FAMILY DETACHED PC RESIDENTIAL FIRE FIRE STAFF - PER HOUR 101-0000-42420 0.25 $40.25 $40.25 6/9/21 WEB8463 07509G CREDIT PROTECTION DBA ON ECON GUARD Total Paid for FIRE FEES: $846.25 $846.25 RECORDS 101-0000-42416 0 $10.00 $10.00 8/24/20 WEB6069 04657G CREDIT RESIDENTIAL FIRE ECON MANAGEMENT FEE PROTECTION DB Total Paid for RECORDS MANAGEMENT FEE: $10.00 $10.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 8/24/20 WEB6069 04657G CREDIT RESIDENTIAL FIRE ECON ENHANCEMENT FEE PROTECTION DB Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: Printed: Wednesday, February 22, 2023 4:34:30 PM 2 of 4 WSYSiEMS SEQID INSPECTION TYPE INSPECTOR SCHEDULED DATE INSPECTIONS COMPLETED DATE RESULT REMARKS NOTES OVERHEAD HYRO KHET 6/14/2021 6/14/2021 APPROVED The piping supplying and connecting the Casita is required to be with approved materials. Above -ground portion located in the wall stub up is PVC and direct connected OVERHEAD ROUGH KHET 6/14/2021 6/14/2021 DISAPPROVE SEE NOTES to Orange CPVC pipe. PVC is appropriate for PIPING D underground portions only. Replace with copper or steel. *As -built plans required prior to final (See attached notes) NEEL_ REVIEWS RETURNED STATUS REMARKS REVIEW TYPE REVIEWER SENT DATE DUE DATE NOTES DATE 1ST PERMIT TECH (1 AARON 8/24/2020 8/25/2020 8/25/2020 COMPLETE DAY) HICKSON KOHL 8/24/2020 9/8/2020 9/8/2020 APPROVED SEE ATTACHMENTS 1ST FIRE (2 WK) HETRICK 2ND FIRE (1 WK) KOHL 8/9/2021 8/16/2021 8/16/2021 APPROVED SEE ATTACHMENTS OKAY TO SCHEDULE REINSPECTION OF HETRICK OVERHEAD ROUGH. Printed: Wednesday, February 22, 2023 4:34:30 PM 3 of 4 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL DOC 8/24/2020 EtrakitContractor HYDRAULIC CASA DE LOS OSO- 1 CALCS.pdf CALCULATIONS 1-CASA DE OSO- DOC 8/24/2020 EtrakitContractor 1ST SUBMITTAL MATERIAL 1 MATERIAL CUTSHEETS CUTSHEET.pdf DOC 6/9/2021 EtrakitContractor Extension Letter OGFP Letter Head.docx 1 DOC 8/9/2021 EtrakitContractor As Built Changes to 00 CASA DE OSO D1 1 Approved Plans ASBUILT- FS PLAN.pdf DOC 8/9/2021 EtrakitContractor New Hydraulic Calcs 01 CASA DE OSO D1 1 ASBUILT- HYD CALC.pdf 03 CASA DE OSO- DOC 8/9/2021 EtrakitContractor Material Cutsheets MATERIAL 1 w/Flow Test CUTSHEET.pdf DOC 9/8/2020 KOHL HETRICK FSS2020-0111 - FSS2020-0111- 1 APROVED PLANS.pdf APROVED PLANS.pdf DOC 6/14/2021 KOHL HETRICK FSS2020-0111- 6-14- FSS2020-0111 - 6-14- 1 2021 INSP NOTES.pdf 2021 INSP NOTES.pdf DOC 6/14/2021 KOHL HETRICK FSS2020-0111 - COA FSS2020-0111 - COA 1 AND JOB CARD.pdf AND JOB CARD.pdf FSS2020-0111- FSS2020-0111- DOC 8/16/2021 KOHL HETRICK APPROVED AS APPROVED AS 1 BUILTS.pdf BUILTS.pdf Printed: Wednesday, February 22, 2023 4:34:30 PM 4 of 4 WSYSiEMS SPRIHNLERC0.,LlF1. 1� ow 1 e�aw..e�nwi'� �ura•�dnu�ir tir.axlvwcNr �narwsrw �rox n� ar.�. nw I.m bcaWp'.��e��ir W' �ww'.""rweir. Re r�tim.r�� •r.anr •ryri��:rriwi�r wi •laean9 w..wwmism.....�.. ar tar AESaDxeM n,nrs�xxnawnrerawr•waaaraaaaa ��ia �w.aur �•nw.c.a ro-ahn�wmrne �.w h�sM►Y �r��-w+�r�wrr+�w..�.r curr.•r. I1`rrrrwrbryrY� :.n�•�~�-r r w+�ry lYe� NYwlr �.fs�w•a �.wrwr��^ww llr.iAre. us.w vys.uus.wrrw yaa.ans Q.� •r ru ararr�Mr',�r rnrq wMi „�� _ _ rrww �arr irw.. rfa wrr.ivwru�im��i ♦.tea YWdra.A dasrirardMraTram a�Yr�r»r� w rs Warta w'.+�+ImM m a ITR r wr a r.0 r a nsYrr�a rid h.saraMa wY�� na �r�,arµE�ra�eMx�inw nr��bem liw Saab eFy nwAwrnbwdawa[»sMrd.NyrMua �au♦�•w:.�e.�ar�e.i rrr M1.........i n••...a rmw!r1 ill M!E►IEAIMIEAIMM eI11116MutatY4 1. 06✓A mµ �.n wrr.r.... /� r.wMnwrn,a ww��wra�� Irw w �+m na rw-m =• a � w r+ro��.µ ..�r �......r err.. i.r+• I PITn4kp�ar9H r�4 eu• �r.w�r.....ra» .ya�n,N.ar i•.a�w �ran.�aa w • aet�anlT0.TMntaxn MANr41MYCa �rer.r. rrar�.rwwrewa� .•u+rwW�eca�•y,� rv.m rrw��Ae�r �r�rrrs.r�rr...r,.r. r I rr rr ru.r r' m - •ram .. ,. •.a ..� wama,� w•nrasr n �wr..rn a.rn.ry ww. [rcr.rru ras.e.. m. rx�� rl n.4 r. va.+.Yr�--.. W .Ar-•..4.-yr-!�•r• ryWM ...weHaaMc^�•�+iltlrNlA-iiL rJr.t ey.ew. s.. n.�r.. .xi.swewi 4��yc.�rw - .r.�.rr��'Pos �s�.. �.�ns�•rrr rrw♦Fr... r�rr4.44..F GENERAL INFORMATION: CASA DE OSO RESIDENCE LIVING: 4,370' / GARAGE: 1,327fF OCCUPANCY -RJ/U CONSTRUCTION TYPE V-B NP.OF STORIES: 2 ON GUARD FIRE PROTECTION C-18: 950378 mom HANGER SPAGNG DETAIL (NTS) MINIMUM DISTANCES FOR ORDINARYAND INTERMEDIATE HEADS HEATSORCE ORDINARYTEMP INTERMEDIATE TEMP. FMin Eire Ian. Y.-�•rn lrwlHrlh' 2' 2'h 3' R302.6 Owdlingl gang, antll or carport fire separation. as Tee branch 3 5 6 3 10 12 15 The garage A— carport shall he separated as requiredwby I.. R G.6. Openings In garage walls shallm Elbow90 4 5 6 ] 9 12 13 Section NBICS. This Provision dces notapp tp garage Its that are perpendlculer [e the adjacem tlwelling A seeerla[ien Is net required between Ne dwe Iing unn entl a tarpon, provided [he carport Is entirely open on Elbaw45 1 1 2 2 2 3 4 r sdas and [here are not arelosed areas above. CouNing 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 LGarage lnmallMion SPecifeations shall on for the insdlalio.dULLimed BbzeMaster CPVCpipean ^arope,pnquairg sPnnkler protemion per NFPA 13D and NFPA 13R. &azeMaster pipe and fittings mr garage N31 SpdnHereashall be lnsblletl In all areas except wfiere omissien is permMetl by 8.3.2 through PlrNeglion BlszeeM GernN df shall be inslaletl wncealetl behind ore minim r .3.21 one layer m3l8"thbk gyps mot N."tIM&pNxood. Probr=ion consisting prinMers shall nN be r ,,SJ D bathmoms d55 n2 (5.1 m2) antlb .33 SpwNers hdnetberequiretllndothesebsets, linencicoe[s.andpamriesthatmeetallm OWEWNG/GARAGE ARPORTSERARATION herdlpw,ng ppnenipna: (1)TM1s area m the sPece N. not exceetl 24 n2(21 m2). SEPAMTX)N IMTERIAL 2 me wars Gd «uin care curt Petl with npnppmbuaode () g From the residence to the a0bs Net lessthan X' Psum baeM or r Ilmi[¢icombusdde materals as tlefinetl in NFPA 220. equivalem appliee� the garage aide. S dnldereaM1ell nth be attacM1 M1r 4• P had garage, open etl port cerPona vA[M1 Fmm . hadmble roams above ere Not le tM1en 5R" X wm hoary or bimbles tlumilarstlumures 9 9e or type 9YP pace above, an U. eq u'naienl. �35S dnWers sM1all not be mretl lnaniw wiry orwithom 6Gae emhouse ui NW lessthen'h' am baeM or me Mevmor machine rooms mncealeda aces dad exclusive to 9YP p N g Dory ua¢a mr ae ret wired this a¢dipn. a NaI¢m. r wHnng um[ventilation equipment flom/cDn space, ele+amr sM1ens, crevA spate, and other a ing req M qu ceabtl spaces Nat are nd uretl or in[entletl brliving Purposes uarag�IpcateI leeethan 3feet fromatlwdlrlaat leeethan'h' .g boats or 3.3.6 SpdnNereshall no[beregpiretl'moaveretl, unheatetl projedions of the builtllnp a[ he same bt valtM1xt arepleh�,iotneea xrmnor side cf [he eNeri r as long as the dw ,,gunnhasanm megress. Stmmure(s)supponing floor/miIi.g...Ii �P.RYOJECTLOCA110N VICINITY MAP N.T.S. 1. THIS SYSTEM, HYDRAULIC G lTATION, S ACCOMPANYING DOCUMENT ARE DESIGNED TO COMPLY IMTH THE 2016 NFPA 13D. HANGER SPAGNG DETAIL (NTS) MINIMUM DISTANCES FOR ORDINARYAND INTERMEDIATE HEADS HEATSORCE ORDINARYTEMP INTERMEDIATE TEMP. FMin Eire Ian. Y.-�•rn lrwlHrlh' 2' 2'h 3' R302.6 Owdlingl gang, antll or carport fire separation. as Tee branch 3 5 6 3 10 12 15 The garage A— carport shall he separated as requiredwby I.. R G.6. Openings In garage walls shallm Elbow90 4 5 6 ] 9 12 13 Section NBICS. This Provision dces notapp tp garage Its that are perpendlculer [e the adjacem tlwelling A seeerla[ien Is net required between Ne dwe Iing unn entl a tarpon, provided [he carport Is entirely open on Elbaw45 1 1 2 2 2 3 4 r sdas and [here are not arelosed areas above. CouNing 1 1 1 1 1 2 2 Tee Run 1 1 1 1 1 2 2 LGarage lnmallMion SPecifeations shall on for the insdlalio.dULLimed BbzeMaster CPVCpipean ^arope,pnquairg sPnnkler protemion per NFPA 13D and NFPA 13R. &azeMaster pipe and fittings mr garage N31 SpdnHereashall be lnsblletl In all areas except wfiere omissien is permMetl by 8.3.2 through PlrNeglion BlszeeM GernN df shall be inslaletl wncealetl behind ore minim r .3.21 one layer m3l8"thbk gyps mot N."tIM&pNxood. Probr=ion consisting prinMers shall nN be r ,,SJ D bathmoms d55 n2 (5.1 m2) antlb .33 SpwNers hdnetberequiretllndothesebsets, linencicoe[s.andpamriesthatmeetallm OWEWNG/GARAGE ARPORTSERARATION herdlpw,ng ppnenipna: (1)TM1s area m the sPece N. not exceetl 24 n2(21 m2). SEPAMTX)N IMTERIAL 2 me wars Gd «uin care curt Petl with npnppmbuaode () g From the residence to the a0bs Net lessthan X' Psum baeM or r Ilmi[¢icombusdde materals as tlefinetl in NFPA 220. equivalem appliee� the garage aide. S dnldereaM1ell nth be attacM1 M1r 4• P had garage, open etl port cerPona vA[M1 Fmm . hadmble roams above ere Not le tM1en 5R" X wm hoary or bimbles tlumilarstlumures 9 9e or type 9YP pace above, an U. eq u'naienl. �35S dnWers sM1all not be mretl lnaniw wiry orwithom 6Gae emhouse ui NW lessthen'h' am baeM or me Mevmor machine rooms mncealeda aces dad exclusive to 9YP p N g Dory ua¢a mr ae ret wired this a¢dipn. a NaI¢m. r wHnng um[ventilation equipment flom/cDn space, ele+amr sM1ens, crevA spate, and other a ing req M qu ceabtl spaces Nat are nd uretl or in[entletl brliving Purposes uarag�IpcateI leeethan 3feet fromatlwdlrlaat leeethan'h' .g boats or 3.3.6 SpdnNereshall no[beregpiretl'moaveretl, unheatetl projedions of the builtllnp a[ he same bt valtM1xt arepleh�,iotneea xrmnor side cf [he eNeri r as long as the dw ,,gunnhasanm megress. Stmmure(s)supponing floor/miIi.g...Ii �P.RYOJECTLOCA110N VICINITY MAP N.T.S. 1. THIS SYSTEM, HYDRAULIC G lTATION, S ACCOMPANYING DOCUMENT ARE DESIGNED TO COMPLY IMTH THE 2016 NFPA 13D. 2 2. ALL PIPE AND FITTINGS SHALL BE TYCOB EMASTER CPVC APPR O L LISTED FOR USE IN FIRE PROTECTION SYSTEMS. LPIPE DIMENSIONSARE GENTERTOCENTER L PIPE TO BE HUNG USING APPROVED METHOUS PER NFPA 130. E v a a a a L PIPING PRESSUREBEEESTE FOR;FAIWOF AT NORMAL SYSTEM OPE NFRL PIPE IN ATTIC SPACES SHALL BE SUFFICIENTLY COVERED MATH 6.ALL TO PREVENT FREEZING( BYOTHERS). 7. SPRINKLER HEADS ARE ORDINARY TEMPERATURE AND THEREFORE MU BE ICIENTLY SPACED FROM HEAT PRODUCING DEVICES AS POLL l £ OPEN FIREPLACES: W"MOM FRONT AND 35"FROM SIDES RANGE OR WALL OVEN. 18- FROM FRONT AND SIDES CEILING DIFFUSERS'. 24" FROM OUTSIDE EDGES HORIZONTAL DIFFUSERS'. 24 FROM EDGE AND GS' FROM FRONT EXPOSED LIGHT FIXTURES. S' FROM EDGES 3 f drltaEADSOPMIN�IM�TI6XIfi6SHALHAVE LTHEFOLLOVr1NGALLOWANCES. FRDMWALL MAZIMUM0FFANY IVro WALLA N.a 1fi MAXIMUM BEN4EEN HEADS 6' MINIMUM BETWEEN HEADS OB4'MINIMUM FROM WALLLL OLLOVMNGALLOWANCES' m rpgs in MAXIMUM OFFANYTWDWALLS yg S. ALLOFITS OVER 30' IN VADTH ARE TO BE PROTECTED WITH COVERAGE UNDER SOFFIT. r0 ECTIOf SAREFLUSHEDAT THE GARAGERI MBING CONTRNCTORAND IN ADDITION ARE PROVIDED IMTHASTRAINER. T PENDENT SPRINKLERS SHALL BE LOCATED 3flAWAY FROM CEILING FAN AND LIGHT FIXTURES IN ALL CLOSETS INCLUDING THOSE CLOSETS HOUSI 2. PER NNIICAL EQUIPMENT, THAT ARE NOTARGER THAN 4 fF IN SIZEASIN MECHANICAL Iq, EOT 00Y THE HIGHEST CEILING SPACE IN THE CL06ET SHALL BE SUF OBSTRUCTIONS TOOBSTRUREI pERNFPA ( 13U 1 ER NFPA 13D 20165 t 1 SPRINKLERS SHALL NOT BE REQUIRE SPRINKLERS . np C-1fi O t19503]a at C } 9 EpA uL\� APPROVED U) O M Riverside County Fire Department Q La Quinta Office cf the Fire Marshal N 4°2 z N By: Kohl Hetdck= .-,— 00 O m FIRE SAFETY SPECIALIST ow)��U OB JBGG21 416:14 PM Tappmval of Manaand specnmmbnsdces not J7 ov psmi he vioWlon, tleletlon.omissicn prfaunY WA thllation many requirements m Title 24 ar any Qlr _QNZ Local Kt lces Cnn9ruc4on sM1all remain A a¢reaaide and exposed for 1 R, umil approved by 1h, Fl, .M2 pq<Qi PERMIT p-FSS2020-0111-AS BUILTS VQ �Fg FP1 OF 2 REMOTE AR 16'X16' SPAI BAKING RM CLG.9'-0 Hydraulic Information Remote Area 1- 16'x16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 512.00ft2 (Actual 256.63ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.01 TOTAL PRESSURE REQUIRED 89.919 BASE of RISER (gpm) 26.01 BASE of RISER (psi) 60.149 SAFETY MARGIN (psi) +19.707 (18.0%) Hydraulic Information Remote Area 3- 16'x16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 512.O0ft2 (Actual 106.35ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.03 TOTAL PRESSURE REQUIRED 81.659 BASE of RISER (gpm) 26.03 BASE of RISER (psi) 51.856 SAFETY MARGIN (psi) +27.967 (25.5%) FIRST FLOOR SCALE: 1/8" = V-0 Hydraulic Information Remote Area 2- 20'x2O' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 400.00ft2 (Actual 65.20ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 1 K-FACTOR 4.9 TOTAL WATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 67.461 BASE of RISER (gpm) 21.02 BASE of RISER (psi) 45.916 SAFETY MARGIN (psi) +42.169 (38.5%) Hydraulic Information Remote Area 4- 16'x16' SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpm/ft2) 0.05 for 512.00ft2 (Actual 233.45ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 32.42 TOTAL PRESSURE REQUIRED 83.704 BASE of RISER (gpm) 27.42 BASE of RISER (psi) 51.440 SAFETY MARGIN (psi) +25.921 (23.6%) OCATION DETAIL ON PGA SECTION VIEW SCALE: 1/8" = V-0 SECOND FLOOR SCALE: 1/8" = V-0 E I, 28'-0" INEY HEIGHT HT � FLOOR R FLOOR PROTECTION 6438 ARVILLE STREET LAS VEGAS NEVADA - 89118 PHONE (702) 966-8021 - FAX (702) 987-1174 http://www.onguardfp.com NV Fire Marshal LIC: G-537 & JG-85 NV LIC: 61307 - CA LIC: 950378 U) z O H 0 z O U 0_ Uj z W (D < 0 LU I I > m z z O E] QDQ0001: zzz�oz�0< W OU O Z =o�O LL 0 -WzO Z U �< ~u 0Q CEC) 0 00 OfWC ��F U)wL_j ZZ=0,ZWM0Z J� C�aJ=C z z O Q W Q C -ww <§HD�Lu .LUZ Clof JF z::)l-0 U)Owww0Q<OzC LL a. 0,- 0u �z«ErUU It — CO N �, I I O H S? LL LL LL LL E lf) N N om (1) C:) (0 C4 O N N L N . a) N N (n O N N N N Y rn Cn rn rn It 't m w w w w O D_ L It 't It Z It It 00 00 00 00 L (n C/) U) U) Cn � � U] //Q� vJ L J J J J O O O O C) U C) C) C vJ U) U) vJ VJ U) U) U) V O CO O <O to U) N (0 N O E T U) I ON CLASSIFICATION �0 LL C-16 �o LICENSE NO. 950378 OF �F��`� CA1. U) O 0 M V) cMo N CNI 0 0) O U) O ~04 Q O N D�t� O a. 00 W ti �ti wN Z Lu ti Q< o>�_ C) CD �OQ� [ LU 00 00 a_c)w< 00 H J FIRE SPRINKLER PLAN JOB # 20-20C-006 DRAWN: V.HERNANDEZ DATE: 8/18/2020 SCALE: 1/8" = V-0" U.O.N. SHEET: FP2 OF 2 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1- 16'x16' SPACING CAS ITA Residential 0.050gpm/ft2 512.00ft2 (Actual 256.63ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.01 @ 89.919 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 19.707) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 1- 16'x16' SPACI 8/9/2021 8:47:45AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (1- 16'x16' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Jab Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 256.63ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 31.13 31.13 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.97 between nodes 150 and 152 Maximum Velocity Under Ground 6.68 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m si @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.626 31.01 89.919 19.707 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:49:02AM Page 1 Hydraulic Graph Job Name: CASA DE LOS OSO RESIDENCE N 1.85 Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 150 Water Supply Summary Sheet 135 Node: 1 120 vailable Supply Static Pressure 109.640 31.01 @ 109.626 105 31.01 @ 89.919 1500.00 @ 91.310 90 .N a 75 a� a` 60 System demand curve 45 30 15 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:47:47AM Paqe 2 ikummary Of Outflowing Devices Job Number: 20-20C-006 Report Description: Residential (1- 16'x16' SPACING) Device Actual Flow m Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 101 13.01 13.00 4.9 7.048 y Sprinkler 102 13.00 13.00 4.9 7.040 Hose 500 5.00 5.00 0 62.072 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:48AM Page 3 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.626 31.01 89.919 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 89.919 31.01 101 10, Sprinkler 7.048 13.01 102 10, Sprinkler 7.040 13.00 500 1' 62.072 5.00 2 -3' 72.874 3 -3' 68.621 4 -3' 66.072 5 1'-7 Supply 60.149 10 10'-6 52.969 150 11'-6 46.888 152 11'-6 33.944 154 9'-6 29.755 166 9'-6 28.762 168 10'-6 23.161 170 10'-6 20.096 172 1' 19.644 174 1' 18.559 176 10'-6 13.279 180 10'-6 7.742 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:51AM Paqe 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 182 10'-6 8.345 184 10'-6 7.747 250 21'-2 26.543 256 21'-2 27.589 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:51AM Page 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 10' 4.9 13.00 % (See Notes) 1'-9 150 7.040 ..... Route 1 Sprinkler, 8' -0.217 184 10'-6 13.00 0.8740 0.094423 E(7'), Tr(1') 9'-9 0.923 184 10'-6 0.31 3/, (See Notes) 3'-1 150 7.747 Flow (q) from Route 4 3' 182 10'-6 13.32 0.8740 0.098692 T(3') 6 1 0.599 182 10'-6 12.69 % (See Notes) 7'-6 150 8.345 Flow (q) from Route 2 7' 176 10'-6 26.01 0.8740 0.340583 E(T) 14'-6 4.933 176 10'-6 1 (See 9'-6 150 13.279 1' 4.119 Notes) 174 1 26.01 1.1010 0.110632 cplg(1') 10'-6 1.162 174 1' 1'/< (See 20'-5 150 18.559 9'-1 Notes) 172 1' 26.01 1.3800 0.036828 2E(4'-6) 29 6 1.086 172 1' 1 (See 21'-2 150 19.644 20' -4.104 Notes) 170 10'-6 26.01 1.1010 0.110632 2E(7'), T(5'), Tr(1') 41'-2 4.556 170 10'-6 % (See 2' 150 20.096 7- Notes) 168 10'-6 26.01 0.8740 0.340583 E(T) 9. 3.065 168 10'-6 1 (See 29'-10 150 23.161 17' 0.419 Notes) 166 9'-6 26.01 1.1010 0.110632 3Tr(1'), 2E(7') 46'-10 5.182 166 9'-6 1 (See Notes) 10'-1 150 28.762 Tr(1') 16' 154 9'-6 14.60 1.1010 0.038004 Tr(1'), 2E(7') 261 0.993 154 9' 6 %(See 17'-3 150 29.755 26' -0.867 Notes) 11'-6 14.60 0.8740 0.116996 3E(7'), 2Tr(1'), T(T)152 43'-3 5.057 152 11'-6 11.41 % (See Notes) 20' 150 33.944 Flow (q) from Route 3 18' 150 11'-6 26.01 0.8740 0.340583 T(3'), Tr(1'), 2E(7') 38' 12.944 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. F oot) (Foot) ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 150 11' 6 1 (See Notes) 29'-1 150 46.888 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.110632 0.434 10 10'-6 26.01 1.1010 51'-1 5.647 10 10'-6 1 (See Notes) 8'-11 150 52.969 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.110632 3.869 5 1'-7 26.01 1.1010 29'-11 3.311 5 1'-7 1 (See Notes) 4' 150 60.149 T(6'-9) 6-9 0.156732 0.239 500 1' 26.01 1.0250 10 9 1.684 500 1 5.00 1 (See Notes) 5' 150 62.072 2E(2'-8) 5-5 0.216983 1.744 4 -3' 31.01 1.0250 10'-5 2.256 4 -3' 1'/4 50' 150 66.072 0.050985 3 -3' 31.01 1.3800 50' 2.549 3 -3' 1 (See Notes) 1' 150 68.621 WMV(-0.420) 0.250757 2 -3' 31.01 0.9950 1 4.253 2 3' 1 (See Notes) 50' 150 72.874 AngV(-0.041), T(7'), BaIV(-0.00 6), S 7' 0.250757 -0.867 1 -1' 31.01 0.9950 57 17.912 0.00 89.919 Hose Allowance At Source Total(Pt) Route 1 1 31.01 101 10' 4.9 13.01 3/4 (See Notes) 2'-8 150 7.048 ••••• Route 2••••• Sprinkler, E(T) 7' 0.094528 -0.217 180 10'-6 13.01 0.8740 9' 8 0.910 180 10'-6 % (See Notes) 2'-8 150 7.742 Tr(1') T(3') 4' 0.090344 182 10'-6 12.69 0.8740 6' 8 0.603 8.345 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 166 9'-6 3/, (See 18'-3 150 28.762 • • • • • Route 3 T(T)Notes) 20' -5.058 250 21'-2 11.41 0.8740 0.074185 2E(7'), 2Z, T(T) 38'-3 2.839 250 21'-2 % (See 43' 150 26.543 17' Notes) 21'-2 5.22 0.8740 0.017445 4Tr(1'), 2T(3'), E(T)256 60' 1.047 256 21' 2 6.19 '/, (See 12'-2 150 27.589 Flow (q) from Route 5 17' 4.191 Notes) 152 11'-6 11.41 0.8740 0.074185 2E(7'), Z, T(T) 29'-2 2.164 33.944 Total(Pt) Route 3 180 10'-6 3/, (See 32'-3 150 7.742 ••••• Route 4••••• T(3') 14' Notes) 184 10'-6 0.31 0.8740 0.000097 3T(3'), 2Tr(1') 46-3 0.004 7.747 Total(Pt) Route 4 250 21'-2 5.22 '/, (See 26'-8 150 26.543 ..... Route 5 Flow (q) from Route 3 17, Notes) 256 21'-2 6.19 0.8740 0.023948 2T(3'), 4Tr(1'), E(7') 43' 8 1.047 27.589 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 8 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 1- 16'xl6' SPACING 8/9/2021 8:47:53AM Page 9 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 2- 20'x20' SPACING BATHRM #3 Residential 0.050gpm/ft2 400.00ft2 (Actual 65.20ft2) 400.00ft2 Pendent 1 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.02 @ 67.461 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 42.169) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 2- 20'x20' SPACI 8/9/2021 8:50:39AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (2- 20'x20' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Job Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 21.02 at 18.400 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 400.00ft2 (Actual 65.20ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 1 0 400.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 26.02 26.02 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.24 between nodes 258 and 201 Maximum Velocity Under Ground 5.58 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m 0 @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.630 26.02 67.461 42.169 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:50:12AM Page 1 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING 150 135 120 105 90 .N a 75 a 60 45 30 15 Hydraulic Graph N 1.85 Date: 8/9/2021 Water Supply Summary Sheet Node: 1 -Available Supply Static Pressure 109.640 26.02 @ 109.630 1500.00 @ 91.310 6.02 @ 67.461 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 0611111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:50:40AM Paqe 2 iAlsummary Of Outflowing Devices Job Number: 20-20C-006 y Keport uescription: Kesiaentiai (z- zu-xzu- SVAI:INU) Actual Flow Minimum Flow K-Factor Pressure Device pm pm K(psi) b Sprinkler 201 21.02 21.02 4.9 18.400 Hose 500 5.00 5.00 0 47.291 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:50:42AM Page 3 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.630 26.02 67.461 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 67.461 26.02 201 20'-8 Sprinkler 18.400 21.02 500 1' 47.291 5.00 2 -3' 55.693 3 -3' 52.508 4 -3' 50.666 5 1'-7 Supply 45.916 10 10'-6 39.815 150 11'-6 35.574 152 11'-6 26.847 154 9'-6 26.286 166 9'-6 26.016 250 21'-2 19.793 256 21'-2 19.643 258 21'-2 18.987 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:50:45AM Paqe 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 20'-8 4.9 21.02 % (See Notes) 6" 150 18.400 ••••• Route 1••••• Sprinkler, T(3) 3' 0.229630 -0.217 258 21'-2 21.02 0.8740 3 6 0.804 258 21'-2 % (See Notes) 2'-1 150 18.987 T(3') 3' 0.129567 0.000 256 21'-2 15.43 0.8740 5 1 0.656 256 21'-2 3/4 (See Notes) 12'-2 150 19.643 2E(7'), Z, T(T) 17' 0.103295 4.191 152 11'-6 13.65 0.8740 29'-2 3.013 152 11'-6 7.37 % (See Notes) 20' 150 26.847 Flow (q) from Route 2 T(3'), Tr(1'), 2E(7') 18' 0.229630 150 11'-6 21.02 0.8740 38' 8 727 150 11' 6 1 (See Notes) 29'-1 150 35.574 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.074591 0.434 10 10'-6 21.02 1.1010 51'-1 3.808 10 10'-6 1 (See Notes) 8'-11 150 39.815 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.074591 3.869 5 1'-7 21.02 1.1010 29'-11 2.232 5 1' 7 1 (See Notes) 4' 150 45.916 T(6'-9) 6-9 0.105673 0.239 500 1' 21.02 1.0250 10 9 1.135 500 1' 5.00 1 (See Notes) 5' 150 47.291 2E(2 8) 5-5 0.156827 1.744 4 -3' 26.02 1.0250 10'-5 1.630 4 -3' 1'/4 50' 150 50.666 0.036850 3 -3' 26.02 1.3800 50' 1.842 3 -3' 1 (See Notes) 1' 150 52.508 WMV(-3.003) 0.181238 2 -3' 26.02 0.9950 11 3.185 2 -3' 1 (See Notes) 50' 150 55.693 AngV(-2.249), T(7'), BaIV(-0.05 6), S 7' 0.181238 -0.867 1 -1' 26.02 0.9950 57 12.636 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 0.00 67.461 Hose Allowance At Source Total(Pt) Route 1 1 26.02 256 21'-2 3/, (See Notes) 43' 150 19.643 ••••• Route 2••••• T(T) 4Tr(1'), E(7'), 2T(3') 20' 0.002381 250 21'-2 1.78 0.8740 63' 0.150 250 21' 2 5.59 %(See Notes) 18'-3 150 19.793 Flow (q) from Route 3 2E(7'), 2Z, T(T)166 17' 0.033045 5.058 9'-6 7.37 0.8740 35'-3 1.165 166 9'-6 1 (See Notes) 10'-1 150 26.016 Tr(1'), 2E(7') 15' 0.010734 154 9'-6 7.37 1.1010 25'-1 0.270 154 9'-6 % (See Notes) 17'-3 150 26.286 3E(7'), 2Tr(1'), T(T)152 26' 0.033045 -0.867 11'-6 7.37 0.8740 43'-3 1.428 26.847 Total(Pt) Route 2 258 21'-2 15.43 % (See Notes) 24'-8 150 18.987 ..... Route 3 Flow (q) from Route 1 E(7'), 3Tr(1'), 2T(3') 16' 0.019827 0.000 250 21'-2 5.59 0.8740 40' 8 0.806 19.793 Total(Pt) Route 3 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 7 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 3- 16'x16' SPACING BAKING Residential 0.050gpm/ft2 512.00ft2 (Actual 106.35ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.03 @ 81.659 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: 82.723 Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 27.967) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 3- 16'x16' SPACI 8/9/2021 8:51:54AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (3- 16'x16' SPACING) Job Job Number Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Jab Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System NJ Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 106.35ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 82.723 Total Hose Streams 5.00 System Flaw Demand Total Water -Required (Including Hose Allowance) 31.03 31.03 Maximum Pressure Unbalance In Loops 0.000 Maximum VelocityAbove Ground 13.92 between nodes 150 and 156 Maximum Velocity Under Ground 6.66 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m si @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.626 31.03 81.659 27.967 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:52:26AM Page 1 Hydraulic Graph Job Name: CASA DE LOS OSO RESIDENCE N 1.85 Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 150 Water Supply Summary Sheet 135 Node: 1 120 vailable Supply Static Pressure 109.640 31.03 @ 109.626 105 1500.00 @ 91.310 90 N Q 31.03 @ 81.659 75 a� a` 60 45 System demand curve 30 15 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:51:56AM Paqe 2 ikummary Of Outflowing Devices Job Number: 20-20C-006 Report Description: Residential (3- 16'x16' SPACING) Device Actual Flow m Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 301 13.03 13.00 4.9 7.069 y Sprinkler 302 13.00 13.00 4.9 7.040 Hose 500 5.00 5.00 0 53.782 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:51:57AM Page 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.626 31.03 81.659 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 81.659 31.03 301 9' Sprinkler 7.069 13.03 302 9' Sprinkler 7.040 13.00 500 1' 53.782 5.00 2 -3' 64.594 3 -3' 60.336 4 -3' 57.784 5 1'-7 Supply 51.856 10 10'-6 44.672 150 11'-6 38.584 156 11'-6 20.486 158 9'-6 7.955 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:52:OOAM Paqe 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 302 9' 4.9 13.00 '/, (See Notes) 2' 150 7.040 ••••• Route 1••••• Sprinkler, E(7'), T(T) 10' 0.094423 -0.217 158 9'-6 13.00 0.8740 12' 1.132 158 9'-6 % (See Notes) 91-1 150 7.955 Tr(1') 1' 0.003245 164 9'-6 2.10 0.8740 10'-1 0.033 164 9'-6 13.03 % (See Notes) 73'-11 150 7.988 Flow (q) from Route 2 2T(3'), 3E(7'), 6Tr(1') 33' 0.124999 -0.867 156 11'-6 15.13 0.8740 106'-11 13.365 156 11'-6 10.90 % (See Notes) 32'-1 150 20.486 Flow (q) from Route 3 4Tr(1'), T(3'), 2E(7') 21' 0.341033 150 11'-6 26.03 0.8740 53'-1 18.098 150 11'-6 1 (See Notes) 29'-1 150 38.584 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.110778 0.434 10 10'-6 26.03 1.1010 51'-1 5.655 10 10' 6 1 (See Notes) 8'-11 150 44.672 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.110778 3.869 5 1'-7 26.03 1.1010 29'-11 3.315 5 1'-7 1 (See Notes) 4' 150 51.856 T(6'-9) 6-9 0.156939 0.239 500 1' 26.03 1.0250 10 9 1.686 500 1' 5.00 1 (See Notes) 5' 150 53.782 2E(2'-8) 5-5 0.217224 1.744 4 -3' 31.03 1.0250 10'-5 2.258 4 -3' 1'/4 50' 150 57.784 0.051041 3 -3' 31.03 1.3800 50' 2.552 3 3' 1 (See Notes) 1' 150 60.336 WMV(-4.001) 0.251035 2 -3' 31.03 0.9950 11 4.258 2 -3' 1 (See Notes) 50' 150 64.594 AngV(-3.528), T(7'), BaIV(-0.08 8), S 7' 0.251035 -0.867 1 -1' 31.03 0.9950 57 17 932 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 3- 16'x16' SPACING 8/9/2021 8:52:03AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 0.00 81.659 Hose Allowance At Source Total(Pt) Route 1 1 31.03 301 9' 4.9 13.03 3/, (See Notes) 2' 150 7.069 ••••• Route 2••••• Sprinkler, E(7'), T(T) 10' 0.094777 -0.217 164 9'-6 13.03 0.8740 12' 1.136 7.988 Total(Pt) Route 2 158 9'-6 2.10 '/, (See Notes) 92'-8 150 7.955 ..... Route 3 Flow (q) from Route 1 12E(7'), 8Tr(1'), 4T(3') 104' 0.068133 -0.867 156 11'-6 10.90 0.8740 196'-8 13.398 20.486 Total(Pt) Route 3 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 3- 16'x16' SPACING 8/9/2021 8:52:03AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 3- 16'xl6' SPACING 8/9/2021 8:52:03AM Page 8 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 4- 16'x16' SPACING STAIRS Residential 0.050gpm/ft2 512.00ft2 (Actual 233.45ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 32.42 @ 83.704 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 25.921) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 4- 16'x16' SPACI 8/9/2021 8:53:44AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (4- 16'x16' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Job Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 233.45ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 32.42 32.42 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.66 between nodes 150 and 152 Maximum Velocity Under Ground 6.95 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m 0 @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.625 32.42 83.704 25.921 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:54:OOAM Page 1 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING 150 135 120 105 90 C Q 75 Vl Vl N a` 60 45 30 15 Hydraulic Graph N 1.85 Date: 8/9/2021 Water Supply Summary Sheet Node: 1 -Available Supply Static Pressure 109.640 32.42 @ 109.625 1500.00 @ 91.310 32.42 @ 83.704 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 0611111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:53:46AM Paqe 2 4ilsummary Of Outflowing Devices Job Number: 20-20C-006 wo-- Keport uescription: Kesiaentiai (4- lb'xlb' SrHciNU) Device Actual Flow pm Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 401 13.00 13.00 4.9 7.040 Sprinkler 402 14.42 13.00 4.9 8.656 Hose 500 5.00 5.00 0 53.536 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:53:47AM Page 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.625 32.42 83.704 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 83.704 32.42 401 20'-8 Sprinkler 7.040 13.00 402 20'-8 Sprinkler 8.656 14.42 500 1' 53.536 5.00 2 -3' 65.095 3 -3' 60.496 4 -3' 57.729 5 1'-7 Supply 51.440 10 10'-6 43.922 150 11'-6 37.263 152 11'-6 22.994 154 9'-6 20.997 166 9'-6 20.457 250 21'-2 13.063 252 21'-2 8.839 254 21'-2 11.851 256 21'-2 14.434 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:53:50AM Paqe 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 401 20' 8 4.9 13.00 %(See Notes) 13'-4 150 7.040 ..... Route 1 Sprinkler, 8' -0.217 252 21'-2 13.00 0.8740 0.094423 E(7'), Tr(1') 21'-4 2.016 252 21'-2 14.42 % (See Notes) 5' 150 8.839 Flow (q) from Route 2 3' 254 21'-2 27.42 0.8740 0.375451 T(3') 8 3.012 254 21'-2 3/, (See 6-2 150 11.851 3' Notes) 250 21'-2 16.62 0.8740 0.148653 T(3') 8 2 1.212 250 21'-2 % (See 18'-3 150 13.063 17' 5.058 Notes) 166 9'-6 10.73 0.8740 0.066245 2E(7'), 2Z, T(T) 35'-3 2.336 166 9'-6 1 (See 10'-1 150 20.457 15' Notes) 154 9'-6 10.73 1.1010 0.021518 Tr(1'), 2E(7') 25 1 0.541 154 9'-6 % (See 17'-3 150 20.997 26' -0.867 Notes) 11'-6 10.73 0.8740 0.066245 3E(7'), 2Tr(1'), T(T)152 43'-3 2.863 152 11'-6 16.68 % (See Notes) 20' 150 22.994 Flow (q) from Route 3 18' 150 11'-6 27.42 0.8740 0.375451 T(S), Tr(1'), 2E(7') 38' 14.269 150 11'-6 1 (See 29'-1 150 37.263 22' 0.434 Notes) 10 10'-6 27.42 1.1010 0.121958 2E(7'), 2Tr(1'), cplg(1'), T(5') 51'-1 6.225 10 10'-6 1 (See 8'-11 150 43.922 21' 3.869 Notes) 5 1'-7 27.42 1.1010 0.121958 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 29' 11 3.650 5 1' 7 1 (See 4' 150 51.440 6-9 0.239 Notes) 500 1' 27.42 1.0250 0.172778 T(6 9) 10'-9 1.857 500 1 5.00 1 (See 5' 150 53.536 5-5 1.744 Notes) 4 -3' 32.42 1.0250 0.235548 2E(2'-8) 10'-5 2.449 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 4- 16'x16' SPACING 8/9/2021 8:53:52AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 -3' 1'/4 50' 150 57.729 0.055347 3 -3' 32.42 1.3800 50' 2.767 3 -3' 1 (See Notes) 1' 150 60.496 WMV(-4.001) 0.272212 2 -3' 32.42 0.9950 1 4.598 2 -3' 1 (See Notes) 50' 150 65.095 AngV(-3.528), T(7'), BaIV(-0.08 8), S 7' 0.272212 -0.867 1 -1' 32.42 0.9950 57 19.476 0.00 83.704 Hose Allowance At Source Total(Pt) Route 1 1 32.42 402 20'-8 4.9 14.42 3/y (See Notes) 6" 150 8.656 ..... Route 2 Sprinkler, T(3') 3' 0.114308 -0.217 252 2V-2 14.42 0.8740 3 6 0.400 8.839 Total(Pt) Route 2 254 21'-2 3/4 (See Notes) 21'-7 150 11.851 ..... Route 3 T(T) 4Tr(1'), E(7'), T(T)256 17' 0.067012 21'-2 10.80 0.8740 38'-7 2.583 256 2V-2 5.88 % (See Notes) 12'-2 150 14.434 Flow (q) from Route 4 2E(7'), Z, T(T)152 17' 0.149764 4.191 11'-6 16.68 0.8740 29'-2 4.369 22.994 Total(Pt) Route 3 250 21'-2 3/4 (See Notes) 43' 150 13.063 ..... Route 4 T(T) 4Tr(1'), 2T(3'), E(T)256 20' 0.021764 21'-2 5.88 0.8740 63' 1.371 14.434 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 4- 16'x16' SPACING 8/9/2021 8:53:52AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 4- 16'xl6' SPACING 8/9/2021 8:53:52AM Page 8 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 1- 16'x16' SPACING CAS ITA Residential 0.050gpm/ft2 512.00ft2 (Actual 256.63ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.01 @ 89.919 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 19.707) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 1- 16'x16' SPACI 8/9/2021 8:47:45AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (1- 16'x16' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Jab Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 256.63ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 31.13 31.13 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 13.97 between nodes 150 and 152 Maximum Velocity Under Ground 6.68 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m si @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.626 31.01 89.919 19.707 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:49:02AM Page 1 Hydraulic Graph Job Name: CASA DE LOS OSO RESIDENCE N 1.85 Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 150 Water Supply Summary Sheet 135 Node: 1 120 vailable Supply Static Pressure 109.640 31.01 @ 109.626 105 31.01 @ 89.919 1500.00 @ 91.310 90 .N a 75 a� a` 60 System demand curve 45 30 15 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:47:47AM Paqe 2 ikummary Of Outflowing Devices Job Number: 20-20C-006 Report Description: Residential (1- 16'x16' SPACING) Device Actual Flow m Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 101 13.01 13.00 4.9 7.048 y Sprinkler 102 13.00 13.00 4.9 7.040 Hose 500 5.00 5.00 0 62.072 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:48AM Page 3 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.626 31.01 89.919 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 89.919 31.01 101 10, Sprinkler 7.048 13.01 102 10, Sprinkler 7.040 13.00 500 1' 62.072 5.00 2 -3' 72.874 3 -3' 68.621 4 -3' 66.072 5 1'-7 Supply 60.149 10 10'-6 52.969 150 11'-6 46.888 152 11'-6 33.944 154 9'-6 29.755 166 9'-6 28.762 168 10'-6 23.161 170 10'-6 20.096 172 1' 19.644 174 1' 18.559 176 10'-6 13.279 180 10'-6 7.742 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:51AM Paqe 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 182 10'-6 8.345 184 10'-6 7.747 250 21'-2 26.543 256 21'-2 27.589 &@ M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:47:51AM Page 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 102 10' 4.9 13.00 % (See Notes) 1'-9 150 7.040 ..... Route 1 Sprinkler, 8' -0.217 184 10'-6 13.00 0.8740 0.094423 E(7'), Tr(1') 9'-9 0.923 184 10'-6 0.31 3/, (See Notes) 3'-1 150 7.747 Flow (q) from Route 4 3' 182 10'-6 13.32 0.8740 0.098692 T(3') 6 1 0.599 182 10'-6 12.69 % (See Notes) 7'-6 150 8.345 Flow (q) from Route 2 7' 176 10'-6 26.01 0.8740 0.340583 E(T) 14'-6 4.933 176 10'-6 1 (See 9'-6 150 13.279 1' 4.119 Notes) 174 1 26.01 1.1010 0.110632 cplg(1') 10'-6 1.162 174 1' 1'/< (See 20'-5 150 18.559 9'-1 Notes) 172 1' 26.01 1.3800 0.036828 2E(4'-6) 29 6 1.086 172 1' 1 (See 21'-2 150 19.644 20' -4.104 Notes) 170 10'-6 26.01 1.1010 0.110632 2E(7'), T(5'), Tr(1') 41'-2 4.556 170 10'-6 % (See 2' 150 20.096 7- Notes) 168 10'-6 26.01 0.8740 0.340583 E(T) 9. 3.065 168 10'-6 1 (See 29'-10 150 23.161 17' 0.419 Notes) 166 9'-6 26.01 1.1010 0.110632 3Tr(1'), 2E(7') 46'-10 5.182 166 9'-6 1 (See Notes) 10'-1 150 28.762 Tr(1') 16' 154 9'-6 14.60 1.1010 0.038004 Tr(1'), 2E(7') 261 0.993 154 9' 6 %(See 17'-3 150 29.755 26' -0.867 Notes) 11'-6 14.60 0.8740 0.116996 3E(7'), 2Tr(1'), T(T)152 43'-3 5.057 152 11'-6 11.41 % (See Notes) 20' 150 33.944 Flow (q) from Route 3 18' 150 11'-6 26.01 0.8740 0.340583 T(3'), Tr(1'), 2E(7') 38' 12.944 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. F oot) (Foot) ) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 150 11' 6 1 (See Notes) 29'-1 150 46.888 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.110632 0.434 10 10'-6 26.01 1.1010 51'-1 5.647 10 10'-6 1 (See Notes) 8'-11 150 52.969 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.110632 3.869 5 1'-7 26.01 1.1010 29'-11 3.311 5 1'-7 1 (See Notes) 4' 150 60.149 T(6'-9) 6-9 0.156732 0.239 500 1' 26.01 1.0250 10 9 1.684 500 1 5.00 1 (See Notes) 5' 150 62.072 2E(2'-8) 5-5 0.216983 1.744 4 -3' 31.01 1.0250 10'-5 2.256 4 -3' 1'/4 50' 150 66.072 0.050985 3 -3' 31.01 1.3800 50' 2.549 3 -3' 1 (See Notes) 1' 150 68.621 WMV(-0.420) 0.250757 2 -3' 31.01 0.9950 1 4.253 2 3' 1 (See Notes) 50' 150 72.874 AngV(-0.041), T(7'), BaIV(-0.00 6), S 7' 0.250757 -0.867 1 -1' 31.01 0.9950 57 17.912 0.00 89.919 Hose Allowance At Source Total(Pt) Route 1 1 31.01 101 10' 4.9 13.01 3/4 (See Notes) 2'-8 150 7.048 ••••• Route 2••••• Sprinkler, E(T) 7' 0.094528 -0.217 180 10'-6 13.01 0.8740 9' 8 0.910 180 10'-6 % (See Notes) 2'-8 150 7.742 Tr(1') T(3') 4' 0.090344 182 10'-6 12.69 0.8740 6' 8 0.603 8.345 Total(Pt) Route 2 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 166 9'-6 3/, (See 18'-3 150 28.762 • • • • • Route 3 T(T)Notes) 20' -5.058 250 21'-2 11.41 0.8740 0.074185 2E(7'), 2Z, T(T) 38'-3 2.839 250 21'-2 % (See 43' 150 26.543 17' Notes) 21'-2 5.22 0.8740 0.017445 4Tr(1'), 2T(3'), E(T)256 60' 1.047 256 21' 2 6.19 '/, (See 12'-2 150 27.589 Flow (q) from Route 5 17' 4.191 Notes) 152 11'-6 11.41 0.8740 0.074185 2E(7'), Z, T(T) 29'-2 2.164 33.944 Total(Pt) Route 3 180 10'-6 3/, (See 32'-3 150 7.742 ••••• Route 4••••• T(3') 14' Notes) 184 10'-6 0.31 0.8740 0.000097 3T(3'), 2Tr(1') 46-3 0.004 7.747 Total(Pt) Route 4 250 21'-2 5.22 '/, (See 26'-8 150 26.543 ..... Route 5 Flow (q) from Route 3 17, Notes) 256 21'-2 6.19 0.8740 0.023948 2T(3'), 4Tr(1'), E(7') 43' 8 1.047 27.589 Total(Pt) Route 5 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 1- 16'x16' SPACING 8/9/2021 8:47:53AM Page 8 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 1- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 1- 16'xl6' SPACING 8/9/2021 8:47:53AM Page 9 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 2- 20'x20' SPACING BATHRM #3 Residential 0.050gpm/ft2 400.00ft2 (Actual 65.20ft2) 400.00ft2 Pendent 1 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.02 @ 67.461 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 42.169) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 2- 20'x20' SPACI 8/9/2021 8:50:39AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (2- 20'x20' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Job Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 21.02 at 18.400 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 400.00ft2 (Actual 65.20ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 1 0 400.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 26.02 26.02 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 11.24 between nodes 258 and 201 Maximum Velocity Under Ground 5.58 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m 0 @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.630 26.02 67.461 42.169 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:50:12AM Page 1 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING 150 135 120 105 90 .N a 75 a 60 45 30 15 Hydraulic Graph N 1.85 Date: 8/9/2021 Water Supply Summary Sheet Node: 1 -Available Supply Static Pressure 109.640 26.02 @ 109.630 1500.00 @ 91.310 6.02 @ 67.461 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 0611111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:50:40AM Paqe 2 iAlsummary Of Outflowing Devices Job Number: 20-20C-006 y Keport uescription: Kesiaentiai (z- zu-xzu- SVAI:INU) Actual Flow Minimum Flow K-Factor Pressure Device pm pm K(psi) b Sprinkler 201 21.02 21.02 4.9 18.400 Hose 500 5.00 5.00 0 47.291 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:50:42AM Page 3 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.630 26.02 67.461 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 67.461 26.02 201 20'-8 Sprinkler 18.400 21.02 500 1' 47.291 5.00 2 -3' 55.693 3 -3' 52.508 4 -3' 50.666 5 1'-7 Supply 45.916 10 10'-6 39.815 150 11'-6 35.574 152 11'-6 26.847 154 9'-6 26.286 166 9'-6 26.016 250 21'-2 19.793 256 21'-2 19.643 258 21'-2 18.987 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:50:45AM Paqe 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 201 20'-8 4.9 21.02 % (See Notes) 6" 150 18.400 ••••• Route 1••••• Sprinkler, T(3) 3' 0.229630 -0.217 258 21'-2 21.02 0.8740 3 6 0.804 258 21'-2 % (See Notes) 2'-1 150 18.987 T(3') 3' 0.129567 0.000 256 21'-2 15.43 0.8740 5 1 0.656 256 21'-2 3/4 (See Notes) 12'-2 150 19.643 2E(7'), Z, T(T) 17' 0.103295 4.191 152 11'-6 13.65 0.8740 29'-2 3.013 152 11'-6 7.37 % (See Notes) 20' 150 26.847 Flow (q) from Route 2 T(3'), Tr(1'), 2E(7') 18' 0.229630 150 11'-6 21.02 0.8740 38' 8 727 150 11' 6 1 (See Notes) 29'-1 150 35.574 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.074591 0.434 10 10'-6 21.02 1.1010 51'-1 3.808 10 10'-6 1 (See Notes) 8'-11 150 39.815 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.074591 3.869 5 1'-7 21.02 1.1010 29'-11 2.232 5 1' 7 1 (See Notes) 4' 150 45.916 T(6'-9) 6-9 0.105673 0.239 500 1' 21.02 1.0250 10 9 1.135 500 1' 5.00 1 (See Notes) 5' 150 47.291 2E(2 8) 5-5 0.156827 1.744 4 -3' 26.02 1.0250 10'-5 1.630 4 -3' 1'/4 50' 150 50.666 0.036850 3 -3' 26.02 1.3800 50' 1.842 3 -3' 1 (See Notes) 1' 150 52.508 WMV(-3.003) 0.181238 2 -3' 26.02 0.9950 11 3.185 2 -3' 1 (See Notes) 50' 150 55.693 AngV(-2.249), T(7'), BaIV(-0.05 6), S 7' 0.181238 -0.867 1 -1' 26.02 0.9950 57 12.636 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 0.00 67.461 Hose Allowance At Source Total(Pt) Route 1 1 26.02 256 21'-2 3/, (See Notes) 43' 150 19.643 ••••• Route 2••••• T(T) 4Tr(1'), E(7'), 2T(3') 20' 0.002381 250 21'-2 1.78 0.8740 63' 0.150 250 21' 2 5.59 %(See Notes) 18'-3 150 19.793 Flow (q) from Route 3 2E(7'), 2Z, T(T)166 17' 0.033045 5.058 9'-6 7.37 0.8740 35'-3 1.165 166 9'-6 1 (See Notes) 10'-1 150 26.016 Tr(1'), 2E(7') 15' 0.010734 154 9'-6 7.37 1.1010 25'-1 0.270 154 9'-6 % (See Notes) 17'-3 150 26.286 3E(7'), 2Tr(1'), T(T)152 26' 0.033045 -0.867 11'-6 7.37 0.8740 43'-3 1.428 26.847 Total(Pt) Route 2 258 21'-2 15.43 % (See Notes) 24'-8 150 18.987 ..... Route 3 Flow (q) from Route 1 E(7'), 3Tr(1'), 2T(3') 16' 0.019827 0.000 250 21'-2 5.59 0.8740 40' 8 0.806 19.793 Total(Pt) Route 3 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 2- 20'x20' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 2- 20'x20' SPACING 8/9/2021 8:50:47AM Page 7 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 3- 16'x16' SPACING BAKING Residential 0.050gpm/ft2 512.00ft2 (Actual 106.35ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.03 @ 81.659 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: 82.723 Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 27.967) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 3- 16'x16' SPACI 8/9/2021 8:51:54AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (3- 16'x16' SPACING) Job Job Number Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Jab Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System NJ Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 106.35ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 82.723 Total Hose Streams 5.00 System Flaw Demand Total Water -Required (Including Hose Allowance) 31.03 31.03 Maximum Pressure Unbalance In Loops 0.000 Maximum VelocityAbove Ground 13.92 between nodes 150 and 156 Maximum Velocity Under Ground 6.66 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m si @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.626 31.03 81.659 27.967 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:52:26AM Page 1 Hydraulic Graph Job Name: CASA DE LOS OSO RESIDENCE N 1.85 Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 150 Water Supply Summary Sheet 135 Node: 1 120 vailable Supply Static Pressure 109.640 31.03 @ 109.626 105 1500.00 @ 91.310 90 N Q 31.03 @ 81.659 75 a� a` 60 45 System demand curve 30 15 0 0300 600 900 1200 1500 1800 2100 2400 2700 3000 Flow - gpm &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:51:56AM Paqe 2 ikummary Of Outflowing Devices Job Number: 20-20C-006 Report Description: Residential (3- 16'x16' SPACING) Device Actual Flow m Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 301 13.03 13.00 4.9 7.069 y Sprinkler 302 13.00 13.00 4.9 7.040 Hose 500 5.00 5.00 0 53.782 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:51:57AM Page 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.626 31.03 81.659 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 81.659 31.03 301 9' Sprinkler 7.069 13.03 302 9' Sprinkler 7.040 13.00 500 1' 53.782 5.00 2 -3' 64.594 3 -3' 60.336 4 -3' 57.784 5 1'-7 Supply 51.856 10 10'-6 44.672 150 11'-6 38.584 156 11'-6 20.486 158 9'-6 7.955 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:52:OOAM Paqe 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 302 9' 4.9 13.00 '/, (See Notes) 2' 150 7.040 ••••• Route 1••••• Sprinkler, E(7'), T(T) 10' 0.094423 -0.217 158 9'-6 13.00 0.8740 12' 1.132 158 9'-6 % (See Notes) 91-1 150 7.955 Tr(1') 1' 0.003245 164 9'-6 2.10 0.8740 10'-1 0.033 164 9'-6 13.03 % (See Notes) 73'-11 150 7.988 Flow (q) from Route 2 2T(3'), 3E(7'), 6Tr(1') 33' 0.124999 -0.867 156 11'-6 15.13 0.8740 106'-11 13.365 156 11'-6 10.90 % (See Notes) 32'-1 150 20.486 Flow (q) from Route 3 4Tr(1'), T(3'), 2E(7') 21' 0.341033 150 11'-6 26.03 0.8740 53'-1 18.098 150 11'-6 1 (See Notes) 29'-1 150 38.584 2E(7'), 2Tr(1'), cplg(1'), T(5') 22' 0.110778 0.434 10 10'-6 26.03 1.1010 51'-1 5.655 10 10' 6 1 (See Notes) 8'-11 150 44.672 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 21' 0.110778 3.869 5 1'-7 26.03 1.1010 29'-11 3.315 5 1'-7 1 (See Notes) 4' 150 51.856 T(6'-9) 6-9 0.156939 0.239 500 1' 26.03 1.0250 10 9 1.686 500 1' 5.00 1 (See Notes) 5' 150 53.782 2E(2'-8) 5-5 0.217224 1.744 4 -3' 31.03 1.0250 10'-5 2.258 4 -3' 1'/4 50' 150 57.784 0.051041 3 -3' 31.03 1.3800 50' 2.552 3 3' 1 (See Notes) 1' 150 60.336 WMV(-4.001) 0.251035 2 -3' 31.03 0.9950 11 4.258 2 -3' 1 (See Notes) 50' 150 64.594 AngV(-3.528), T(7'), BaIV(-0.08 8), S 7' 0.251035 -0.867 1 -1' 31.03 0.9950 57 17 932 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 3- 16'x16' SPACING 8/9/2021 8:52:03AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Date: 8/9/2021 Pipe Information Elev 1 Flow added Fittings & Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) pf Friction Elev(Pe) (q) . Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Loss Per Unit when applicable, are added Total Friction(Pf) Node 2 (Foot) (Q) Actual ID Length (Foot) (psi) directly to (Pf) and shown as (Foot) 0.00 81.659 Hose Allowance At Source Total(Pt) Route 1 1 31.03 301 9' 4.9 13.03 3/, (See Notes) 2' 150 7.069 ••••• Route 2••••• Sprinkler, E(7'), T(T) 10' 0.094777 -0.217 164 9'-6 13.03 0.8740 12' 1.136 7.988 Total(Pt) Route 2 158 9'-6 2.10 '/, (See Notes) 92'-8 150 7.955 ..... Route 3 Flow (q) from Route 1 12E(7'), 8Tr(1'), 4T(3') 104' 0.068133 -0.867 156 11'-6 10.90 0.8740 196'-8 13.398 20.486 Total(Pt) Route 3 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 3- 16'x16' SPACING 8/9/2021 8:52:03AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 3- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 3- 16'xl6' SPACING 8/9/2021 8:52:03AM Page 8 Hydraulic Calculations for Project Name: CASA DE LOS OSO RESIDENCE Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253, , Drawinq Name: CASA DE LOS OSOS- D1 ASBUILT Design Remote Area Number: Remote Area Location: Occupancy Classification Density Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: No. of nozzles calculated: In -rack Demand: Hose Streams: 4- 16'x16' SPACING STAIRS Residential 0.050gpm/ft2 512.00ft2 (Actual 233.45ft2) 256.00ft2 Pendent 2 0 N/A gpm at Node: N/A 0.0 gpm at Node: 1 Type: 5.00 at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 32.42 @ 83.704 Type of System: 13D Volume of Dry/PreAction/Antifreeze/OtherAgent N/A for Node: 1 Date: 02/06/2020 Location: 80800 VIA PORTOFINO, LA QUINTA, CA 92253 Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor: ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: VIVIANA HERNANDEZ Authority Having Jurisdiction: LA QUINTA Notes: Automatic peaking results Left: N/A Right: N/A Calculation Date: 8/9/2021 Allowance at Source Hose (Safety Margin = 25.921) L© M.E.P.CAD, Inc. �JJJAutoSPRINK 2020 v16.3.6.0 4- 16'x16' SPACI 8/9/2021 8:53:44AM Page 1 II Hydraulic Summary Job Number: 20-20C-006 Report Description: Residential (4- 16'x16' SPACING) Job Job hum ber Design Engineer 20-20C-006 VIVIANA HERNANDEZ Job Name: Stale Certification/License Number CASA DE LOS OSO RESIDENCE 950378 Address 1 80800 VIA PORTOFINO, LA QUINTA, CA 92253 AHJ LA QUINTA Address 2 Job Site/Building 80800 VIA PORTOFINO Address 3 Drawing Name CASA DE LOS OSOS- D1 ASBUILT System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 4.9 K-Factor 13.00 at 7.040 Residential Hose Allowance At Source Density Area of Application 0.00 0.050gpm/ft2 512.00ft2 (Actual 233.45ft2) Additional Hose Supplies Number Of Sprinklers Calculated Number Of Noales Calculate[ Coverage Per Sprinkler Node Flow(gpm) 2 0 256.00ft2 Hose At Node 500 5.00 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams 5.00 System Flaw Demand Total Water Required (Including Hose Allowance) 32.42 32.42 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.66 between nodes 150 and 152 Maximum Velocity Under Ground 6.95 between nodes 3 and 4 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 34.81 gal Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) (psi) m 0 @ m(psi) (psi) 1 WaterSupply 109.640 91.310 1500.00 109.625 32.42 83.704 25.921 Contractor Contractor N umber 950378 Contact Name BOBBY TAVAKOLI Contact Title Name of Contractor: Phone Extension ON GUARD FIRE PROTECTION 951-500-1819 Address 1 6438 ARVILLE STREET FAX Address 2 LAS VEGAS, NV 89118 Address 3 E-mail Web -Site & © M.E.P.CAD, Inc. !P AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:54:OOAM Page 1 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING 150 135 120 105 90 C Q 75 Vl Vl N a` 60 45 30 15 Hydraulic Graph N 1.85 Date: 8/9/2021 Water Supply Summary Sheet Node: 1 -Available Supply Static Pressure 109.640 32.42 @ 109.625 1500.00 @ 91.310 32.42 @ 83.704 System demand curve 1200 1500 1800 2100 Flow - gpm 2400 2700 0611111 &@ M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 v16.3.6.0 8/9/2021 8:53:46AM Paqe 2 4ilsummary Of Outflowing Devices Job Number: 20-20C-006 wo-- Keport uescription: Kesiaentiai (4- lb'xlb' SrHciNU) Device Actual Flow pm Minimum Flow pm K-Factor K(psi) Pressure Sprinkler 401 13.00 13.00 4.9 7.040 Sprinkler 402 14.42 13.00 4.9 8.656 Hose 500 5.00 5.00 0 53.536 b Most Demanding Sprinkler Data L, © M.E.P.CAD, Inc. 111 AutoSPRINK 2020 06.3.6.0 8/9/2021 8:53:47AM Page 4 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Supply Analysis Node Name Static (psi) Residual Flow (psi) co (gpm) Available Total Demand (psi) @ (gpm) Required Pressure (psi) 1 Water Supply 109.640 91.310 1500.00 109.625 32.42 83.704 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -1' Supply 83.704 32.42 401 20'-8 Sprinkler 7.040 13.00 402 20'-8 Sprinkler 8.656 14.42 500 1' 53.536 5.00 2 -3' 65.095 3 -3' 60.496 4 -3' 57.729 5 1'-7 Supply 51.440 10 10'-6 43.922 150 11'-6 37.263 152 11'-6 22.994 154 9'-6 20.997 166 9'-6 20.457 250 21'-2 13.063 252 21'-2 8.839 254 21'-2 11.851 256 21'-2 14.434 LM © M.E.P.CAD, Inc. AN AutoSPRINK 2020 06.3.6.0 8/9/2021 8:53:50AM Paqe 5 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 401 20' 8 4.9 13.00 %(See Notes) 13'-4 150 7.040 ..... Route 1 Sprinkler, 8' -0.217 252 21'-2 13.00 0.8740 0.094423 E(7'), Tr(1') 21'-4 2.016 252 21'-2 14.42 % (See Notes) 5' 150 8.839 Flow (q) from Route 2 3' 254 21'-2 27.42 0.8740 0.375451 T(3') 8 3.012 254 21'-2 3/, (See 6-2 150 11.851 3' Notes) 250 21'-2 16.62 0.8740 0.148653 T(3') 8 2 1.212 250 21'-2 % (See 18'-3 150 13.063 17' 5.058 Notes) 166 9'-6 10.73 0.8740 0.066245 2E(7'), 2Z, T(T) 35'-3 2.336 166 9'-6 1 (See 10'-1 150 20.457 15' Notes) 154 9'-6 10.73 1.1010 0.021518 Tr(1'), 2E(7') 25 1 0.541 154 9'-6 % (See 17'-3 150 20.997 26' -0.867 Notes) 11'-6 10.73 0.8740 0.066245 3E(7'), 2Tr(1'), T(T)152 43'-3 2.863 152 11'-6 16.68 % (See Notes) 20' 150 22.994 Flow (q) from Route 3 18' 150 11'-6 27.42 0.8740 0.375451 T(S), Tr(1'), 2E(7') 38' 14.269 150 11'-6 1 (See 29'-1 150 37.263 22' 0.434 Notes) 10 10'-6 27.42 1.1010 0.121958 2E(7'), 2Tr(1'), cplg(1'), T(5') 51'-1 6.225 10 10'-6 1 (See 8'-11 150 43.922 21' 3.869 Notes) 5 1'-7 27.42 1.1010 0.121958 f(-0.000), Tr(1'), sCV(5'), 2E(7') cplg(1'), BASE OF RISER 29' 11 3.650 5 1' 7 1 (See 4' 150 51.440 6-9 0.239 Notes) 500 1' 27.42 1.0250 0.172778 T(6 9) 10'-9 1.857 500 1 5.00 1 (See 5' 150 53.536 5-5 1.744 Notes) 4 -3' 32.42 1.0250 0.235548 2E(2'-8) 10'-5 2.449 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 4- 16'x16' SPACING 8/9/2021 8:53:52AM Page 6 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Date: 8/9/2021 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices . Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 -3' 1'/4 50' 150 57.729 0.055347 3 -3' 32.42 1.3800 50' 2.767 3 -3' 1 (See Notes) 1' 150 60.496 WMV(-4.001) 0.272212 2 -3' 32.42 0.9950 1 4.598 2 -3' 1 (See Notes) 50' 150 65.095 AngV(-3.528), T(7'), BaIV(-0.08 8), S 7' 0.272212 -0.867 1 -1' 32.42 0.9950 57 19.476 0.00 83.704 Hose Allowance At Source Total(Pt) Route 1 1 32.42 402 20'-8 4.9 14.42 3/y (See Notes) 6" 150 8.656 ..... Route 2 Sprinkler, T(3') 3' 0.114308 -0.217 252 2V-2 14.42 0.8740 3 6 0.400 8.839 Total(Pt) Route 2 254 21'-2 3/4 (See Notes) 21'-7 150 11.851 ..... Route 3 T(T) 4Tr(1'), E(7'), T(T)256 17' 0.067012 21'-2 10.80 0.8740 38'-7 2.583 256 2V-2 5.88 % (See Notes) 12'-2 150 14.434 Flow (q) from Route 4 2E(7'), Z, T(T)152 17' 0.149764 4.191 11'-6 16.68 0.8740 29'-2 4.369 22.994 Total(Pt) Route 3 250 21'-2 3/4 (See Notes) 43' 150 13.063 ..... Route 4 T(T) 4Tr(1'), 2T(3'), E(T)256 20' 0.021764 21'-2 5.88 0.8740 63' 1.371 14.434 Total(Pt) Route 4 & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 06.3.6.0 4- 16'x16' SPACING 8/9/2021 8:53:52AM Page 7 Job Name: CASA DE LOS OSO RESIDENCE Remote Area Number: 4- 16'x16' SPACING Equivalent Pipe Lenoths of Valves and Fittinos (C=120 only) IC Value Multiplier Date: 8/9/2021 Actual Inside Diameter 4.87 I Value Of C 100 130 140 150 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Back -flow Preventer BV Butterfly Valve C Cross Flow Turn 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90' Elbow EE 45' Elbow Eel 11'/4' Elbow Ee2 22'/2' Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap & © M.E.P.CAD, Inc. �jjj AutoSPRINK 2020 vl6.3.6.0 4- 16'xl6' SPACING 8/9/2021 8:53:52AM Page 8 ZDomestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley lane East Palm Desert, CA 92211 sfs H clraulic Model Domestic Water. System Flow AnalY.... . Y........:....:....... } Requested By: RYAiN;Ti-10MA5 Date: 1214/19 Address: 80135 VIA VALERO5A APN: LA QUINTA, CA. 92253 Rey. Eire Flow'. gpm at 20psi for hours. Contact Name: RYAN THOMA5 Project Name: LOT 129, VIA PORTOFINO Phone: 760,972.7504 Email: ryan@tjmillwark Cell: SAME Domestic Water System FIRE FLOW ANALYSIS -HYDRANT CLOSEST TO LOT 12-9 ON VIA PORTOFINO, LA QIJINTA, GEG 6-7- Flow Analysis Location: 9-1, PZ 19-10611 r � + - , - Requested Flow Analysis Description Test 1 Test 2 Test 3 Test 4 Flow Elevation (Ft): 13 Steady State, Dynamic (psi): 109.64 Residual Pressure (psi): 91.31 Fire Flow Tested (gpm): 1,500 L NIA Combined Total: NIA Domestic system flow available without exceeding CVWD's criteria. Tested Model Junction: J2672 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): Reservoir 6630/24.14' Pumps Operating No's: Pumps Qn Pressure Zone and HGL: Lower La Quinta (235') Model: Working 5-9-19-CVWD-DomesticWater-012616 Comments. The domestic Water.system:is cap ablep .p rovic ing 1. 5, gpm.for.. .,hours. at satisf esCWW s minim „m :.,:. pressure, velocity, andJor head lass criteria. This simulated system flaw analysis maynot include ali;fac:litres that ma : be require for this devely m.ent ra ect, Please;ch.etk.vuith Development;Services#of urtl er'in matior�' = < Y. g p . Ip . 1 ara;afl required f3cifitles. 'ihe theoretical #law tq, drop th(e residual pressure to 20 psi is 3,7UU gpm „P ease note t e theoretical :flaw e><ceeds:VWb's.lesign:criter�a;�n the damestiG water. network These results are based on hydraulic modelling and not a guarantee that CVWD's domestic water system will have the capacity to supply water to the project at the flows or pressures indicated. It is important to note that the capacity of the on -site fire system, meters, service lines, backflow assemblies and other appurtenances were not considered in this analysis, which may alter actual flows or pressures. Due to continuous changes in the system, CVWD only considers this system flow analysis valid for six months from date of modelling/analysis. These system flow analysis comments are for plan check purposes only. The ultimate design responsibility resides with the Engineer -of -Record for this Project. Should you have any questions or need additional information, please contact me at (760) 398-2661, ext. 2397_ Completed 13y_ Date: 2 &4,2c; Page 1 of 1 ENG DS-Q16 z (8131/15) -------------------------------------------------------------------_--� i E I I I I I I � I I i I I I I I I 6 - 7 - 9 - 2 I I J 1 I I I I I I I I 1 i I I I I I I I I I I 1 I I E I , f I I I I i 1 I I I I I I I I I I I I � I i I ^' I c I I k I o I I I I g I I 1 I o I I I I I I I I I I I I I I F I I I E [ I I I I I I I I I I I I I i I I " I • I I I I 3 1 I I E I I I I I I I I I I I I I I I I I I I F F E 6 - 7 - 10 - 2 [ E k ~— Cl1T LINE data One Hole Strap for CPVC FmNes support w CP cw porwmiianer "p w Poo In fire WIhJdv mmN InsWIW per NFPA 13 13R end 13U, •Faslened MM a Hm "Haz llea] SCRw, %tOz1�12`. euFplied MN Ne sUap. •Pregalmtw fiM 4L He VIM.EX666T v1s�jl e 1 +� a 9P/CINJ 10. FIN rti.OpypeaawnnMm...atlp KM 11 ,mW.�a peYY FdNs +�o-e. r w�.tllr. mww. we.uae.e...w. �r.we M o.w iaa.w :o-w..eeo- „wm a m mNa:•sw x+ccp....p.a+...a w...r. rm •o- m`.�r..®��a .'rnw'.ol�w�w w'�a �°,i o.�'.m,eo�..r �rea:m�w.a rm.w ad, P=ero,�° FOR MORE INFORMATION CALL ARGCO AT 1-600854-1015 OR LOG ONTO WWW.ARGCO.COM AR CO 0UAAA""° CPVC TWO HOLE STRAP So HEX ..n I e SCREWS e. ... .. .... Wlnn�w emmwuevu+ 4e' Mx - HEx DaNS } ELm � 1, SNAPC OGIGS Iwo HANGER 2 WUW HANGER UNOFRSOE OF BFNA WRN SGREWB PRONOEO 3. MAY ALSO BE USED ON TOP SME OF 6 v r�lN pmi WnN YMsveOFm�faee6�s bwnve W/..VIICO stlayvu vnv� YFFya m�mrmalxY �w vWY mleeMm nuwq W poLd pmeme Nv+wlnYveailW°vMp.Y mevnYel M YM wM1mVmiMxy�u mxm�w wW e0eq sMG�wgv^m grey N�tlneetiwbl ONe[NTP mvJ vJ PW�YF 1e xNivtl w durydava�emme FOR MORE INFORMATION CALL ARGCO AT 1400-B541015 OR LOG ONTO W W W.ARGCO.COM so ARGCO f,. CPVC Two -Hale 900 Side Mount Strap .TIP 0I 0=I "I ..aeI -Geleanaea "Ne.1uyprrea vM I"Mx wM II5 49 FIIe VIXH.EX6561 VACC Ol91n 1, 9nM CWC Oka f� mW hanger. DmgM Mk Oke F rMv. 3. Maunl aanderptla LCeam viN ways YaMaa1 3. Mew elm Ee uwawNe U=: ol0eem. C, Mp aI byltlyb wafsW. Ee SUM Net OW Mn slltle "my V oUPPa 5am)[2y. MaY Ce im0 as a9uNe in Ne Wa'aa Cautwe WEwqriM m msVea uyaaE mayanam d qae. fiiaGiiih7�m r. oldIII ` la,,e "P, My oe.m,.a.. w"�:UVm a w�wrel eoO May le PIeth Mg If I" jr plaagh, FOR MORE INFORMATION CALL ARGCO AT 1-600 1$el()15 OR LOG ONTO WWW.ARGCO.COM ARGCO 4eA'MITEED STAND—OFF TWO HOLE STRAP NO BLOCK FOR CPVC -For mounting I C pipe to wood -Flared edges help protect CPVC •Gdvudzed stud Supplied with k10 hex head cap screws •Complks with the state: load requtremmn of NFPA® 13 • Suicabk for fire protection Inveiglement; • Eliminates spacers or backup blocks • FVY Insdkdon c@ae File VIXH.EXM7 oedlTled w mount Mc lepv NrkonlalN a veneanv m wood ar wmwalle wom d+a wpn a namenam 3ra hpldmess. Frgtlea yrjoVh el rasoeint and premi up nmwmeN d me pups Mu eupptws pendent fire spri Odow wrteg. Mepn wn musedasaothe on Mi Tn Co11wne top he TM &I' we ¢dy wn to ueeo ffi a fmlRvler In NB top p%tlbrt mail on: Per NWA 13.13F and 130 (See e14c110G) Sww b/ppa hype. into no; woodtcrrrela or steel. Snap Doer pup plmrsplme drop Idct abydrq pupe b stifle. rwoae$- v4 wrcin roe wm�...w Pwm rrurcmaw Pea�woae ma•*p yNr'ppa.1/f I.IT Ye asay. ro wi eleela4'orcaVCRp-t.-tFlt"'m S Cg9x Fn. n Fa e000 att�a tq DOUBLE OFFSET CPVC HANGER -For moundn C c pipe to wood •Flared copes help proms C C •GWl 000d sad consuvctlon -supplied wish NI8 hex Mad cap $mmd •Complk wl J svdc load re iramenm of NWAe 13 • S IaMe for fire prececdcn Ins ladoro • For I mll • 6ry im'Isalhtbn Lmypd pn tCWC pipe M�wt yofv rn ly to woo0 W eem( IBN W" MN a MnumM w ffiMe. Opal eop 81"I me Ion. Pw 131VM 130. Im1w, Opel. Imlell Mo or , o cna SIWee weo CGVL ppe. t' Sae: pem YY5Ynt8f-t SUBMITTAL INFORMATION Angle Ball Meter Vales - (BA43-444W Q-NL style) QUICK JOINT FOR COPPER OR PLASTIC TUBING [CTS) INLET BY METER SWIVEL NUT OUTLET Solid one piece tee -head and stem Sturdy stops allow 90 motion and are enclosed and protected A snap ring locks the stem into the body of the valve Padlock Wing for locking valve Bronze Snap Ring in dosed positionMeter Swivel Nut Dual EP❑M 0-rings in the stem Meter Coupling Threads Fluorocarbon -coated brass ball Molded EPQM rubber seats with Outlet reinforcing ring support the ball .O Height External Nut Stop Quick Joint rout Molded Buna-N Spring Tiip Gasket provides Hydraulic Seal Stainless steel Gripper --i� inlet Length SERVICE LINE METER SIZE LAPPROX. PART V SUBMITTEe Va4vE SIZE SIZE INLET OUTLET ENGTFI HEIGHT WT. Las NUMBER ITEM(S) 1" 1" 1"1 2-43164" 2 29164" 3.7 I BA43-444W-0-NL Note: Ford recommends using insert stiffeners with plastic pipe or tuhing_ FEATURES • All brass that comes in contact with potable water conforms to AWWA Standard C800 (ASTM B584, UNS C89833) • The product has the letters "NL" cast into the main body for lead-free identification • Certified to NSFIANSI Standard 61 and NSF/ANSI Standard 372 where applicable Brass components that do not come in contact with potable water conform to AWWA Standard C800 (ASTM 862 and ASTM B584, UNS C83600, 85-5-5-5) • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hole for attaching handle is provided in tee -head • 300 PSI working pressure • Padlock Wing for locking valve in closed position Conforms to AWWA C700 for Meter threads • Meter nut drilled for seal wire Note: Recommended for inlet side shut-off. Optional full 360' tee -tread rotation. Add "R" to end of part number. I ne rand Meter tsox Company considers the intormation in this submittal form to be correct at the time of publication. Item and option availability, including specifications, are subject to change without notice. Please verify that your product information is current. The Ford Meter Box Company, Inc. Submitted By. 1 r I P_Q. Box 443, Wabash, Indiana U.S.A. 45992-0443 1 Phone:260-563-3171 1 Fax:800-826-3487 Overseas Fax: 250-563-0167 www. fordme lerbox.corn 05/ 16/14 Pressure Loss (psi) v 0 o a 0 0 cn C �D r 0 m 0 s �� �_J SUBMITTAL INFORMATION I s . Ball Valve Curb Stop - (B17-444W-HT 34-NL style) ' . ti ; ' FEMALE IRON PIPE THREAD INLET BY FEMALE IRON PIPE THREAD OUTLET, WITH HANDLE Solid one piece tee-headf handle and stem Sturdy stops allow 90' motion and are enclosed and protected EPDM 0-rings in the stem Fernale Iron Pipe Thread r Inlet Length A snap ring locks the stem into the body of the valve Molded EPDM rubber seats support the ball 7 Outle[ Female Iron Pipe Thread Fluorocarbon -coated brass ball VALVE SIM 1 INLET SIZE OUTLET SIZE LENGTH APPROX. I PART V SUBMITTED `WT. Las NUMBER ITEMt51 FEATURES • All brass that comes in contact with potable water conforms to AVWVA Standard C800 (UNS NO C89833) • The product has the letters "NL" cast into the main body for proper identification • UL Classified to ANSIINSF Standard 61 and Standard 61 Annex G (NSF/ANSI 372) • Brass components that do not come in contact with potable water conform to AVVVVA Standard C800 (ASTM B-62 and ASTM B-584, UNS NO C83600 - 85-5-5-5) • Valve is non -directional and is watertight with flow in either direction • Ends are integral or secured with adhesive to prevent unintentional disassembly • Hale for attaching curb box rod or handle is provided in tee -head • 300 PSI working pressure The Ford Meter Sox Company considers the information in this submittal form to be correct at the lime of publication. Item and option availability, including specifications, are subject to change without notice. Please verity that your product information is current. The Ford Meter Box Company, Inc. submitted By'. I P.O. Box 443, Wabash, Indiana U.S.A. 46992-0443 Phone: 260-563-3171 / Fax: 800-826-3487 Overseas Fax: 260-563-0167 http:ltwww.fordrneterbox.com 03107/13 The Ford Meter Box Company, Inc. 11 Wabash, Indiana 46992 V5 a 0 L L CL Valve flow test performed by Quality Assurance Department March 12, 1992 B11-444 GPM PST Loss 5 10 15 0.01 20 0.03 25 0.05 30 0.08 35 0.12 40 0.17 45 0.24 50 0.29 Flow Test Results Flow Rate - GPM 7 of d SENJU SPRINKLER CO., LTD. Residential Lead Free Flat Concealed Sprinkler, Pendent, Model: RC-RES, K-Factor. 4.9, SIN: SS8464 - GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. They are decorative and fast responding. The Cover Plate Assembly hides the deflector. Heat Responsive Element etc., which is concealed above the ceiling. The cover plate has a flat profile. and its diameter is extremely small (2-518 inch. 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows for easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for uhimate appeal and unbeatable performance is desired. The Model RC-RES is designed for residential occupancies and is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential spunkier systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 13D. wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 131R; or, wet pipe sprinkler systems forthe residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar' 2) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements - For extended installation flexibility the Model RC-RES provides 112 inch (12.8mm) vertical adjustrnenl. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents to escape or evacuate in case of a fire- However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (5.3874) endorsed by AWWAs Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC•RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of (lie National Fire Protection Association regulations and the standards of any other authorities having jurisdiction. in the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is (he responsibility of the installing Contractor to provide a copy of this document to the owner or their representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturershould be contacted with any related questions. Document IVo.U065166 Dale JIJVOSQ019 TECHNICAL DATA Approvals UL s Listed, NSF-61-G Sprinkler Identification Number (SIN). 558464 Maximum Working Pressure- 175psi (12.1bar) Discharge Coefficient (Nominal K-Faclor} K=4.9 GPMlpsi"" 170.6 LPM4Vhar"') Temperature Rating 162'F (72'C) Sprinkler with 140'F (60'C) Cover Plate 175'F (79'C) Sprinkler with 140'F (BO°C) Cover Plate 175'F (79'C) Sprinklerwith 1627 (72`C) Cover Plate 205'F (96°C) Sprinklerwith 1627 (72°C) Cover Plate Color Code (Sprinkler) 162°F (72'C}- Uncolored 175'F (79'C}: White 205'F (96°C): White Color Code (Cover Plate) 140'F (60°G): No Mark 162'F (72'C): White -Colored Mark VerticatAdiustment 112 inch (12.8 mm) Cover Plate Finishes Standard Finishes - White, Ivory, Beige, Brown, Black, Nickel. Wood Grain Custom Finishes - Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics Ref. Figures 1 and 1-1 OPERATION Page . 2 of 8 Lai No. Vow of MwLA-1— SIN - SU494 K-r■clw K49 Te w.r.1w R.mK 16t•F17241; a FM f/VC uL M.rk or 21M Ffm c Cantrui w 6W3 i NSFM.rk SSF-EI-G RES SPKR s_ Ek dr (Ca per uia.: x 00-1- iM_vr . l nrmr' 1 O..k.1 ,PTKE) 4 F",b4e U■ 11 [Snider] 5• Hm Gnlleerer{Coppwl 6. Cars Piu■ A■ Qmbiy FIGURE 1. Model RC-RE5 K=4.9 COVER PLATE SPIak1KLER (T■pri■n) tsvtla view) FfOURE 1-1. Markinq (Color Code] aft 162 FJ 7Z C 175 E.'?We 45Fl95c In case of fire. the solder eamponent that holds together the Cover Plate and the Retainer melts. Then the Cover Plate is released at once. As a result, the Deflector drops down to the intended position, Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is reached. internal components of the sprinkler fall apart. This leads to the water now to be distributed on the affected fire area. (Ref. Figure 2) � s� r ■ FIGURE 2, OPERATION PROCESS (The Egure is for ilicistrative purposes ontL Docurneut No-UO85188 Date . JobV812019 Page 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RE5 are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler installation and usage criteria, which are not covered by the following instructions, should be submitted to your contracted company. include sketches and lechnicaf details, as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent, and which fake precedence over !hose specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the airpressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler is distributed radially outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13. 13D, or 13R) must be kept as few as possible. Do NOT use more sprinklers than necessary to cover a particWar space. Use only the Cover Plate provided for the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. if the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Qbstruc#ion to Water Distribution Locations of sprinklers must fallow the obstruction rules of NFPA 13. 13D and 13R for Residential Sprinklers General Service Conditions The Model RC-RE5 must only be utilized in VVET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D, 13R or 13 for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES. due to the exposure of a heat source other than an actual fire. Available Sprinkler Temperature Ratings Sprinkler Temperature Classification Sprinkler Nominal Temperature Rating Maximum Ambient Ceiling Temperature Temperature Rating of the Cover Plate Assembly Ordinary 162°F (72°C) 100"F (3$"C) 140°F (60°C) Intermediate 175°F (79-C) 150"F (66°C) 140°F (60°Cl {' Intermediate 175°F (79°C) 150"F (66—C) 162-F (72°C) Intermediate 205°F (96°C) 150"F (66-C) 162°F (72°C) 1) Maximum ambient temperature for the Cover Plate Assembly is 140'F (38°G). Precautions Wamin s for Corrosive Environments Model RC-RES sprinklers should not be installed where they may be subjected to a corrosive environment including the fallowing. (1) Chlorine ion and Chloride environment. Stress corrosion cracking may be Caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non -Fire conditions or Not Operating when exposed to an actual fire- (2) Sprinkler system piping with Copper. SprinkPer systerns should be constfucted in compliance with the applicable standards and the requirements for copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13. ASTM 13813, 13828, and COA (Copper Development Association) — Solder Joint) All residual flux must be removed from the interior and exterior of the copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion andtor leakage in the sprinkler system. Document No. U085166 Date : Ju1I0812019 Page : 4 of 8 Hydraulic Desf n Criteria The minimum required sprinkler flow rates for systems designed to NFPA 13D or 13R are given in TABLE A as a function of temperature rating and the maximum allowable coverage area. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the following. • The flow rates given in TABLE A for NFPA 130 and 13R as a function of temperature rating and maximum allowable coverage area. • A minimum discharge of O.1GPMlsq.ft. [4.O7LPM1sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage area being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with NFPA 13D. 13R or 13 as applicable. Ordinary Intermediate Intermediate Maximum Maximurn Temperature Rating Temperature hating Temperature Rating Deflector Minimum Covera a Spacing 162"F (72'Cj 175°F (79°C) 205•F (96'C) Installalicn Spacing Area'$ Ft, % F1. Ft. to Ceiling Type Ft. FtnwrD' Prenurer°i Flow Pressurerej Flov�" Pressure``' Im xm) im' GPM PSI GPM PSI GPM PSI (m} (LPM) (bar) (LPM) (bar) (LPM) (bar) 12x12 12 13 7.0 13 7.0 13 7.0 Smooth (3.713.7) (3.7) (49.2) (0AS) (49.2) (0,48) (49.2) (0,48) Geiflngs 3fa to 718 1014 14 13 7.0 13 7.0 13 TO Inches. i4.3x4.3) (4.3) (49.2) (O.48) (49.2) (0,48) (49.2) (0.48) Beamed Ceilings 16x15 16 13 7.0 r 13 7.0 per NFPA 13D. 13R Concealed 8 (4.$0.9) (4.9) (49.2) (0,48) (49.2) (0.48) or 13 (2A In staged in 1808 18 17 12.0 17 12.0 beam (5.5x8,5) (5.5) (64A) (0.83) � (64.4) (0.83) 319to718 inches below 2020 20 21 18.4 21 18.4 bottom of (6.1xV) (6.1) (79.5) (1,27) - - (79.5) (1.27) beam_ (a) For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. (b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 Feet (2.4rn)_ The maximum sparing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. TABLE A) Domment W.U085166 Date : JuW812019 Page 5 of a INSTALLATION The Model RC-RES must be installed in accordance with the following instructions NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking in either fhe Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to the sprinklers that could cause improper operafion or flon-operation. The Protective Cap must remain on the sprinkler during installation. After the installation is completed, the Protective Cap must be removed I place the sprinkler in service. Ilse a torque of 7 to 14 ft•lbs f8.5 to 19.0 IV-m) to achieve a 112 inch NPT sprinkler joint. If you exceed the recommended maximum forque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. Use only NR-fl model wrench socket for installation of RC-RES sprinklers. Use of any other wrench or socket is prohibited and may cause damage to the sprinkler. In case ofinsufficientadjustmenr in Cover Plate insfallation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly_ Readjust the sprinkler fitting for a better fit. Do not rotate the Cap Remover RC to the left with force when placing the two hook arms into place. The installed sprinkler may become loosened, which may cause water leakage. lnstalinug Procedure Stop 1 The installation requirements for the sprinkler are as follows to be installed only In the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler ftting so that the distance from the face of the fitting to the mounting surface will be nominally d inches (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Socket NR-Fi or Ratchet (318' drive) 8 Socket NR-Fi Combination (Ref. Figure 4), The teeth of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref, Figure 4). Step 3 If desired. the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the Installation of the ceiling, the sprinkler Installation can be started with a 2-318 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Vertical Adjustment" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Step 4 Use the Cap Remover RC to remove the Protective Cap (Fief. Figure 5y. and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just has contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has conlaGt with the ceiling, If the ceiling has been lifted from its normal position in the process of tightening the Cover Plate Assembly. readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot contact the ceiling sufficiently readjust the sprinkler fitling as necessary. When properly installed. there is a nominal 1116 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6. MEW a Space line Do Not Awe. IW(ti amm] 0--T%SLm GO— — line Si—kl., t� Vert ul A�invrnrte ihu(wta+lip n l lUot ail tha Sockat p� sa*et NA-H ~ natatie, [:alir+r Nola pirttatr � �� tNCOrfF�fi,T ( , -- -- FIGURE 3, INSTALLATION FIGURE 4. RATCHET 8 SOCKET Document No. U065166 Date . J010812019 Page : 6 of 8 Naak w Scrirtl« H k Pmwmt ro Cap f f 1 Caa Remws PC l 1 PO 6mm 7 s,,,. � s �9r•v s FIGURE 5. PROTECTIVE CHIP REMOVAL Cowr 1+I.t, A..sm6ly s-s�• cmee�•�i v 3-lA:{083.. 1 ar Z—Va .7... I[}6B M) FIGURE 6. INSTALLA 1HC�TC GpgRECT .1HCCFIWCT ALLATION (CORRECT and Document Na. U085166 Date . A110812019 Page : i of 8 CARE AND MAINTENAi110E The following instructions must he implemented for the maintenance and service of the Model RC-RES NOTES Wei pipe sprinkler systems must be maintained at a minimum temperature of 40'FI4°C to prevent freezing and bursting of the pipe andlor sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of she sprinkler in case of a tire. Install the cover plate assembly properly, as shown it? Figure 6. improper instaflation of the cover plate assembly may cause improper operation or non -operation. if the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non -factory applied paint may adversely delay or pre vertt sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main cantrof valve most be obtained from the proper authorities, and all affected parties by this action, and must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap andlor, water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, Pint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler system to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must be kept in a cool and dry place, Automatic sprinklers must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, arr(Y after installation. Damaged units because of dropping, hitting, over-tighlening, or wrench slippage, must be replaced. The Mode) RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under TABLE A "Hydraulic Design Criteria'T When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verify that the new construction will not violate the installation requirem en is of itie applicable standards of NFPA. Alter the new construction andlor the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing of its compliance with this document, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations ofany other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Limited Warrant For details of warranty, refer to Sales Contract, Document No.U085966 Dale . Ju00812019 Page ! 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information 4Model Name, Temperature hating and Finish). Sprinkler Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent. K4.9, Temperature: 152'F (72'C) or 175°F (79°C) or 205'F (96*C)) Cover Plate Assembly 2-518 inch (0 68mm) or 3.114 inch (0 83mm) or 2-518 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes - Standard Finishes Custom Finishes Y&te Ivory Beige Brown Black Nickel Copper Wood Grain Custom Color Custom Pattern 2-518" Round. 140°F - - - 3-114" Round, 140-F 2-518" Square, 1447 - - - - - - 2-518" Round. 1627- 3-114" Round. 162°F - - - - Tools for Inslaliation of Model RC-RES Socket NR-H For use with a 318- drive ratchet (not included) Socket NR-H Plastic For use with a 112" drive ratchet (not included) Cap Remover RC Document No-UO85166 Date : JubV8/2019 Spears® Technical Information I I-Mar-16 03:20:38 PM Part No: S1520-1000 F1ameGuard® Swing Check Valves Desc: 1 CPVC SWING CHECK VALVE SOC EPDM MSRP: 33.81 Part Code: 004 Weight(lbs):0.41 Weight(kg):0.186 Weight(gm):186 Size: 1 Color: ORANGE Material: CPVC Connection Socket x Socket Type Swing Check Gasket EPDM Note UL Listed A= 1-11/16 B= 2-5/16 C= 4-9/16 D= 2-5/8 Iniection Molded Dimension References: G = (LAYING LENGTH) intersection of center lines to bottom of socket/thread; 90' elbows, tees, crosses; f 1/32 inch. H = Intersection of center lines to face of fitting; 90' elbows tees, crosses; t 1/32 inch. J = Intersection of center lines to bottom of socket/thread; 45' elbows; t 1/32 inch L = Overall length of fittings; t 1/16 inch. M = Outside diameter of socket/thread hub; t 1/16 inch. N = Socket bottom to socket bottom; couplings; t 1/16 inch. W = Height of cap; t 1/16 inch Typical Molded Dimension References The information printed here is based on current information & product design at the time of publication and is subject to change without notification. Spears® ongoing commitment to product improvement may result in some variation. No representation, guarantees or warranties of any kind are as to its accuracy, suitability for particular application or results to be obtained thereform. For verification of technical data or additional information, please contact Spears® Technical Service Department:: WEST COAST : (818) 364-1611 - EAST COAST: (717) 938-9006 Viking Plastics Features • Sizes Available (Nominal): 3/4" (DN20) through 3" (DN80) pipe diameters, with a Standard Dimension Ratio (SDR) of 13.5 as specified in ASTM F442. • Environmental Specifications: Indoor use only. Maximum Ambient Temperature: 150°F (65°C) • Hazen -Williams C Value: 150 BIaZeMdstei-` CPVC Pipe • Pressure Data: Working Pressure: 175 PSI (12.1 bar) at 150°F (65°C) • Specifications: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Pipe meets or exceeds ASTM F442. • Certified by NSF International for potable water services. • CPVC pipe from Viking Plastics use compound cell class 23547 (demonstrated highest structural properties). • cULus Listed, FM Approved, New York City (MEA) Approved, LPCB Approved. CPVC PIPE PHYSICAL DATA e ul us LISTED FM SF LPCB: Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 15' (4,6 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 2.52 1,14 15 4.6 cU NSFFM 34PIPE 1" DN25 1.315 33,401 1.101 27,965 3.93 1,78 15 4.6 1PIPE 1 1/4" DN32 1.660 42,164 1.394 35,408 6.27 2,84 15 4.6 114PIPE 1 1/2" DN40 1.900 48,260 1.598 40,589 8.22 3,73 15 4.6 112PIPE 2" DN50 2.375 60,325 2.003 50,876 12.89 5,85 15 4.6 2PIPE 21/2" DN65 2.875 73,000 2.423 61,500 18.86 8,55 15 4.6 212PIPE 3" DN80 3.500 88,900 2.950 74,900 28.01 12,71 15 4.6 3PIPE Nominal Pipe Size Actual Outside Diameter Average Inside Diameter *Weight per 10' (3,05 m) length Length Approvals Part Number Inch DN Inch mm Inch mm Lb. Kg. Feet M 3/4" DN20 1.050 26,670 0.874 22,199 1.68 0,76 10 3,05 cU NSFFM 34PIPE10 1" DN25 1.315 33,401 1.101 27,965 2.62 1,19 10 3,05 1PIPE10 1 1/4" DN32 1.660 42,164 1.394 35,408 4.18 1,90 10 3,05 114PIPE10 1 1/2" DN40 1.900 48,260 1.598 40,589 5.48 2,49 10 3,05 112PIPE10 2" DN50 2.375 60,325 2.003 50,876 8.59 3,90 10 3,05 2PIPE10 21/2" DN65 2.875 73,000 2.423 61,500 12.57 5,70 10 3,05 212PIPE10 3" DN80 3.500 88,900 2.950 74,900 18.67 8,47 10 3,05 3PIPE10 NOTE: CPVC Pipe is produced in SDR 13.5 Dimensions in accordance with ASTM F442. Standard Dimension Ratio is the ratio of the outside pipe diameter to the wall thickness of the pipe. Blazemaster® is a registered trademark of Lubrizol. Specifications subject to change without notice *Empty pipe weights IMPORTANT. Installers should receive thorough hands-on training in the proper methods of assembly and installation of CPVC products Trusted above all TM NIKJW*i(R) Viking Plastics CPVC Pipe Product Specifications BIaZeMdstel-` CPVC Pipe Corrosion resistant CPVC fire sprinkler pipe, when installed in strict accordance with the manufacturer's design and instal- lation instructions, is UL and c-UL Listed by Underwriters Laboratories for use in the following: • Meets NFPA 13R and 13D standards for residential occupancies as well as NFPA 13 standards for light hazard occupancies. • Residential occupancies up to and including four stories in height as defined by NFPA 13R. • Residential occupancies as defined in the Standard for Sprinkler Systems in One and Two Family Dwellings, NFPA 13D. • Installation of private fire service mains and their appurtenances, NFPA 24. CPVC fire sprinkler pipe from Viking Plastics shall be employed in wet pipe systems only and are not listed for outdoor use. CPVC pipe must never be used in a system using compressed air or other gases. CPVC pipe from Viking Plastics also carries the following enhanced listings and approvals: • According to UL Listing • Can be flush at return air plenums • Exposed system risers NFPA 13D, 13R • Exposed basement NFPA 13D (solid wood joist) • Extended coverage (exposed) • 20' spacing on pendent in lieu of 15' • 18' spacing on sidewall in lieu of 14' • Use with combustible concealed sprinklers • UL Listed attic sprinkler head (to protect the floor below) • UL Listed attic sprinkler head with wet system piping (feed main and ridge installation) New and enhanced listings and approvals are being pursued. Always check with the appropriate Listing and Approval agency for details on current listing parameters. CPVC pipe meets all applicable standards for pressure rated applica- tion as required in ANSI -NSF Standard 14 and complies with ANSI -NSF Standard 61 for health effects and are marked with the NSF-pw end use marking. All CPVC fire sprinkler pipe shall be Listed by Underwriters Laboratories for wet pipe systems, and shall carry a rated working pressure of 175 psi @ 150°F (12 bar @ 65.5°C). *The FM Approval is limited to use in wet pipe fire protection sprinkler systems for light hazard occupancies in both concealed and exposed applications with certain restrictions. Piping must always be installed in strict accordance to the manufacturer's DESIGN AND INSTALLATION GUIDE, including product storage and handling, joining methods, supporting and bracing, expansion and con- traction allowance and testing, etc. National Fire Protection Association (NFPA) Standards 13, 13D, and 13R must be referenced for design and installation requirements in conjunction with the installation instructions. • Exposed sidewall sprinkler listing for exposed pipe & fittings • 24' extended coverage sidewall sprinkler, 12" drop, 155T sprinkler head • 18' extended coverage sidewall sprinkler, 12" drop, 165T sprinkler head • 16' extended coverage sidewall sprinkler, 12" drop, 175T sprinkler head • 14' standard coverage sidewall sprinkler, 12" drop, 200T sprinkler head Factory Mutual Approved* • Factory Mutual Approval exposed • Factory Mutual Approval above drop -in ceilings • Factory Mutual Approval exposed w/Soffi-Steel soffiting covering system All CPVC fire sprinkler pipe from Viking Plastics is manufactured in the USA. All CPVC pipe shall be packaged immediately after its manufacture to prevent damage and shall be stored indoors after production, at the manufacturing site, until shipped from the factory. The pipe shall bear the logo of the listing agencies, and shall carry the National Sanitation Foun- dation (NSF) seal of approval for potable water applications. CPVC products are intended for use in areas where the maximum ambi- ent temperature does not exceed 150°F (65.5°C). If the ambient tempera- ture is expected to exceed this limitation, refer to the manufacturer's DE- SIGN AND INSTALLATION GUIDE for additional information on methods to reduce the pipe exposure temperatures. CPVC pipe is not intended to be installed in outdoor applications. CPVC pipe is intended to be used in wet pipe systems only and have not been investigated for use in dry pipe systems. Special installation and design criteria relative to pipe hanger spacings, piping and sprinkler restraint, sprinkler temperature rating, piping locations, testing procedures and friction loss characteristics are specified in the manufacturer's installation instructions provided with the pipe. The manufacturer's installation instructions should be reviewed and the Authority Having Jurisdiction consulted before installation. Trusted above allTM NIKJW*iCR) Page 1 of 5 1� VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. DESCRIPTION The Viking VK3021 Quick Response Pendent Sprinkler is a small thermosensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive environments and are Listed and Approved as indicated in the Approval Chart. 2. LISTINGS AND APPROVALS C &US UL Listed: Category VNIV F M FM Approved: Classes 2017, 2015, 2043 A"MVED Refer to the Approval Chart and Design Criteria for requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to: 175 psi (12 bar) water working pressure. Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1/2" NPT (15 mm BSP) Nominal K-factor: 5.6 U.S. (80.6 metric') Glass -bulb fluid temperature rated to -65 °F (-55 °C) Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Sprinkler Body: Brass CW602N, UNS-C84400 or QM Brass Deflector: Stainless Steel UNS S30400 Pip Cap Shell - Stainless Steel UNS-S44400 Pip Cap Disc - Stainless Steel UNS-S30100 Belleville Spring - Nickel Alloy Pip Cap Seal - Polytetrafluoroethylene (PTFE) Compression Screw: Brass CW612N, CW508L, UNS-C36000 or UNS-C26000 Shipping Cap: Polyethylene Bulb: Glass, nominal 3 mm diameter Finishes and Temperatures: WARNING: Cancer and Reproductive Harm- www.P65Warnings.ca.gov Finish Brass Chrome White Polyester Black Polyester ENT -- Suffix A F M-/W M-/B JN Temperature 135 °F 57 °C 155 °F 68 °C 175 °F 79 °C 200 °F 93 °C 286 °F 141 °C Open Suffix A B D E G Z Ordering Information: (Refer to Table 1 and the current Viking List Price Book.) 4. INSTALLATION Refer to appropriate NFPA, FM Global, and/or any other applicable installation standards. 5. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat -sensitive liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY Viking Sprinkler Model VK3021 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_020616 19.02.21 Rev 19.1 Replaces Form No. F_020616 Rev 18.2.P65 (Removed NP-4 Escutcheon.) Page 2 of 5 N41K] VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com TABLE 1: ORDERING INFORMATION Instructions: Using the sprinkler base part number, .. the suffix for the desired.. Size the suffix for the desired Temperature Rating. 1: Finishes 2: Temperature Ratings Sprinkler Description I Suffix, Nominal Rating Bulb Color Max. Ambient Ceiling Suffix Base Part NPT BSP No. Inch mm Temperature 19917 1/2 -- Brass A 135 °F (57 °C) Orange 100 °F (38 °C) A 19929 -- 15 Chrome F 155 °F (68 °C) Red 100 °F (38 °C) B White Polyester 4,6 M-/W 175 °F (79 °C) Yellow 150 °F (65 °C) D Black Polyester 4.6 M-/B 200 °F (93 °C) Green 150 °F (65 °C) E ENT 4,5,6 1JN 286 °F (141 °C) Blue 225 °F (107 °C) G Open -- -- Z Example: 19917MB/W = VK3021 with White Polyester Finish and 155 °F (68 °C) Nominal temperature rating. This sprinkler is to be installed into an area with a maximum ambient temperature of 100 °F (38 °C) meaning if the area will experience temperatures above the maximum ambient rating, you shall use a higher temperature -rated sprinkler. Accessories Sprinkler Wrenches (see Figure 1): A. Installer Wrench: Part No. 22055 (available since 2017). B. Cabinet Wrench: Part No. 20901 M/B (available since 2017). C. Recessed Socket Wrench: Part No. 20951 M/B2 (available since 2017). Sprinkler Cabinet: A. Up to 6 sprinklers: Part number 01724A (available since 1971). B. 6-12 Sprinklers: Part number 01725A (available since 1971). Footnotes 1 Where a dash (-) is shown in the Finish suffix designation, insert the desired Temperature Rating suffix. See example above. z. Requires a 1/2" ratchet which is not available from Viking. 3. Based on NFPA 13, NFPA 13R, and NFPA 13D. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 4. UL Listed as corrosion resistant. 5. FM Approved as a corrosion proofing coating for installation in corrosive environments. e. The corrosion resistant and corrosion proofing coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Chart. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the ENT coating is applied to all exposed exterior surfaces, including the waterway. 7/16" (11 mm) Nominal Pipe Engagement 1/2" NPT 15 mm BSP 1-15/16" (49 mm) Figure 2: Sprinkler Dimensions Form No. F_020616 19.02.21 Rev 19.1 Page 3 of 5 1� VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com APPROVAL CHART Finish(es)-� Viking Quick Response Pendent Sprinkler Temperature(s)- l A 1 X KEY VK3021 K5.6 (80.6 metric) Escutcheon(s), If applicable Maximum 175 PSI (12 Bar) WWP Thread Size Listings and Approvalsz Sprinkler Base Part Number' NPT BSP UL FM Inch mm 19917 1 /2 -- Al, B2X, 133Y Al, B2X, 133Y 19929 -- 15 Al, B2X, 133Y Al, B2X, B3Y Approved Temperature Rating Code: A = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141 °C) B = 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Approved Finish Code: 1 = Brass, Chrome, White Polyester 3,4, Black Polyester 3,4, and ENT',' 2 = Brass, Chrome, White Polyester 3p, and Black Polyester 3,4 3 = ENT4,5 Approved Escutcheon Code: X = Installed with Viking Recessed Escutcheons Models NP-1, NP-2, and NP-3, or Viking Standard Surface Mounted Escutcheons Y = Installed with Viking Model NP-1 Recessed Escutcheon OR Standard Surface Mounted Escutcheons Footnotes I Base Part number is shown. For complete part number, refer to Viking's current price schedule. 2 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 3 Other colors are available upon request with the same Listings and Approvals as the standard colors. 4 cULus Listed as corrosion resistant. 5 FM Approved as corrosion proofing for corrosive environments. DESIGN CRITERIA - UL cULus Listing Requirements: The Viking VK3021 Quick Response Pendent Sprinkler is cULus Listed as indicated in Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. • Designed for use in Light and Ordinary occupancies. • The sprinkler installation rules contained in NFPA 13 for standard spray Pendent sprinklers shall be followed. IMPORTANT. Always refer to Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. DESIGN CRITERIA - FM FM Approval Reauirements: The Viking VK3021 Quick Response Pendent Sprinkler is FM Approved as standard response Non -Storage Pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from UL and/or NFPA criteria. IMPORTANT. Always refer to Form No. F 091699 - Care and Handling of Sprinklers. Also refer to Form No. F 080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking Technical Data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_020616 19.02.21 Rev 19.1 Page 4 of 5 VK3021 QUICK RESPONSE NIKI PENDENT SPRINKLER (K5.6; The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 1. Install the escutcheon inner ring onto the sprinkler threads. 2. Carefully slide the wrench" sideways 3. Install the sprinkler and escutcheon around the protective cap then push assembly into the pipe fitting. Be sure upwards to engage with the sprinkler the escutcheon outer ring contacts wrench flats. the surface of the finished ceiling. Figure 3: Recessed Installation (with Recessed Socket Wrench) **A 1/2" ratchet is required (not available from Viking). 1. Install the escutcheon inner ring 2. Carefully slide the wrench sideways onto the sprinkler threads. around the protective cap then push upwards to engage with the sprinkler wrench flats. 11 tt 3. Install the sprinkler and escutcheon assembly into the pipe fitting. Be sure the escutcheon outer ring contacts the surface of the finished ceiling. Figure 4: Recessed Installation (with standard Installer's Wrench) Form No. F_020616 19.02.21 Rev 19.1 Page 5 of 5 1� VK3021 QUICK RESPONSE PENDENT SPRINKLER (K5.6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page www.vikinggroupinc.com 2-1/8" (54 mm) 2-1/8" (54 mm) Ceiling opening size: Minimum: 2-5/16" (59 mm) Maximum: 2-1/2" (64 mm) Max. 1-7/16" (37 mm) Model NP-1 Recessed Escutcheon 2-1/8" (54 mm) Ceiling opening size: Minimum: 2-5/16" (59 mm) Maximum: 2-1/2" (64 mm) Min. 13/16" '` Min. 15/16" (21 mm) (24 mm) Max.1-3/4" (44 mm) Model NP-2 or NP-3 Thread -On Recessed Escutcheon (NP-3 Outer ring has a larger diameter) 1-7/16" (37 mm) Standard Surface -Mounted Escutcheon Figure 5: Installation Dimensions with Viking Escutcheons Form No. F_020616 19.02.21 Rev 19.1 Replaces Form No. F_020616 Rev 18.1 (Removed NP-4 Escutcheon.) CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org September 8, 2020 OnGuard Fire Protection 6438 Arville St Las Vegas, NV 89118 Re: Residential Fire Sprinkler Plan Review — THOMAS RESIDENCE FSS2020-0111 / 80800 VIA PORTOFINO, 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. Permanently marked identification signs shall be attached to all control valves. The following inspections/tests are required to be witnessed by Office of the Fire Marshal Staff: (a) Overhead Rough and Hydro static test: All piping shall be visible and pumped at normal operating pressure. *No jacketed electrical and data wiring shall be in contact with, nor have the potential to contact CPVC piping once insulation is installed. (b) Final inspection The Fire Department approved plans 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 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist RIVERSIDE COUNTY FIRE PROTECTION PLANNING RECORD OF INSPECTIONS / PERMIT CARD vCV �Cu THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—CAUFOKN1A! INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESSj 80800 VIA PORTOFINO PERMIT#: FSS2020-0111 AT ED: 9/8/2020 DESCRIPTION: THOMAS RESIDENCE CONTRACTOR: ONGUARD FIRE PROTECTION 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 Access & Address verification 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 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 FINAL INSPECTION DATE: INSPECTORS SIGNATURE: **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 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. (EX: Residential Fire Sprinkler Systems) 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 inspectionr-. For City of La Quinta inspections call: (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. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131