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FSS2018-0123 Floresta Plans 1, 1x, 2, 3Description: FLORESTA / MASTER FIRE SPRINKLER / PLANS 1, 1X, 2, 3 Type: FIRE SPRINKLER (WEB) Subtype: RESIDENTIAL -TRACT Status: ISSUED Applied: 7/26/2018 ECON HOMES Approved: 12/6/2018 AHI Parcel No: 776220012 Site Address: 79860 AVENUE 52 LA QUINTA,CA 92253 Subdivision: TR 31798 Block: Lot: 1 Issued: 12/6/2018 AHI Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $143,280.00 Occupancy Type: Construction Type: Expired: 6/4/2019 AHI No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: TRACT# 36762 - SIGNAL FAMILY DWELLING THIS MASTER PLAN COVERS PAN TYPES 1, 1X, 2, AND 3 PLAN TYPE 1: 27 HEADS PLAN TYPE 1X: 33 HEADS PLAN TYPE 2: 30 HEADS PLAN TYPE 3: 32 HEADS 133 Applied to Approved Approved to Issued Ami ADDITIONAL CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES THIS PERMIT WILL BE CHARGED AT AN HOURLY BASIS SINCE IT IS CONSIDERED A MASTER PLAN TYPE FOR FLORESTA TRACT# 36762. THE PLAN TYPES INCLUDED ARE 1, 1X, 2, AND 3. THIS PERMIT WILL BE TRANFERRED TO A NEW PERMIT NOTE ARMANDO MAGALLON 7/31/2018 11/8/2018 WHICH WILL BE UNDER PROECTS LABELED FIRE CONSRUCTION MASTER PLAN (FCMP) SINCE THIS PROJECT HAS ALREADY BEEN APPROVED WE WILL NOT TRASFER THE PROJECT OVER BUT I WILL VERIFY WETHER THE FEES THAT WERE CHARGED WILL SUFICE THE HOURLY CHARGE FOR THIS PROJECT. Printed: Wednesday, March 01, 2023 10:25:41 AM 1of11 CRWSYSTEMS NOTE I ARMANDO MAGALLON 1 12/6/2018 SINCE THIS PERMIT IS CONSIDERED A MASTER PLAN FOR THE FLORESTA FIRE SPRINKLERS IT WILL BE CHARGED AT AN HOURLY BASIS. I SPOKE TO EDGAR AND HE SPENT A TOTAL OF 3 HOURS 12/6/2018 LOOKING AT THESE PLANS. THE TOTAL DUE IS 160*3=480. APPLICANT PAID FEES AT THE BEGINNING OF THE PLAN CHECK BUT HE WILL HAVE TO PAY THE REMAINDER UPPON ISSUANCE. APPLICANT SUBMITTED ABOUT 300 ATTACHMENTS BUT THEY NOTE ARMANDO MAGALLON 12/20/2018 12/20/2018 WERENT SUBMITTED AS A COMPLETE PACKAGE. I WILL DELETE ATTACHMENTS THEN CONTACT APPLICANT TO LET THEM KOW THEY NEED TO RESUBMIT. NOTE ARMANDO MAGALLON I 10/14/2019 I 10/14/2019 I APPROVED PLANS HAVEFOLDER. 10/14/2019 IN THE FLORESTA Printed: Wednesday, March 01, 2023 10:25:41 AM 2 of 11 WSYSiEMS READY TO ISSUE CHECKLIST ARMANDO MAGALLON 12/6/2018 1 12/6/2018 1 12/6/2018 COMPLETE SINCE THIS PERMIT IS CONSIDERED A MASTER PLAN FOR THE FLORESTA FIRE SPRINKLERS IT WILL BE CHARGED AT AN HOURLY BASIS. I SPOKE TO EDGAR AND HE SPENT A TOTAL OF 3 HOURS LOOKING AT THESE PLANS. THE TOTAL DUE IS 160*3=480. APPLICANT PAID FEES AT THE BEGINNING OF THE PLAN CHECK BUT HE WILL HAVE TO PAY THE REMAINDER UPPON ISSUANCE. APPLICANT STILL NEEDS TO PULL A PERMIT FOR EACH ADDRESS. PLAN CHECK FEES WILL BE REMOVED FOR EACH. RESIDENTIAL FIRE PAID FEES 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 viviana@onguardfp.co ON GUARD m BILL TO RESIDENTIAL FIRE PROTECTION DBA 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 viviana@onguardfp.co ON GUARD m CONTRACTOR RESIDENTIAL FIRE PROTECTION DBA 6438 ARVILLE ST LAS VEGAS NV 89118 (702)966-8021 viviana@onguardfp.co ON GUARD m OWNER BEAZER HOMES HOLDINGS CORP 1800 E IMPERIAL HWY BREA CA 92871 (702)966-8021 LONNIE.ELLISOR@BEAZ 5-140 ER.COM FINANCIAL •• • CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY Credit Card Fee 101-0000-43505 0 $1.62 $1.62 12/6/18 R42049 0001 CREDIT WILLIAMS ORTIZ AHI CARD ONGUARD FIRE PR Printed: Wednesday, March 01, 2023 10:25:41 AM 3 of 11 WSYSiEMS CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY Credit Card Fee 101-0000-43505 0 $7.29 $7.29 7/26/18 WEB2767 CREDIT RESIDENTIAL FIRE ECON PROTECTION DB Credit Card Fee 101-0000-43505 0 $4.32 $4.32 1/8/19 WEB3242 CREDIT RESIDENTIAL FIRE ECON PROTECTION DB Total Paid for Credit Card Fee: $13.23 $13.23 FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42421 0 $156.00 $156.00 7/26/18 WEB2767 CREDIT RESIDENTIAL FIRE ECON PROTECTION DB FAMILY DETACHED FIRE SPRINKLER SYSTEMS - SINGLE 101-0000-42420 0 $234.00 $234.00 7/26/18 WEB2767 CREDIT RESIDENTIAL FIRE ECON PROTECTION DB FAMILY DETACHED PC FIRE STAFF - PER HOUR 101-0000-42420 1 $90.00 $90.00 12/6/18 R42049 0001 CREDIT WILLIAMS ORTIZ AHI CARD ONGUARD FIRE PR FIRE STAFF - PER HOUR 101-0000-42420 1.5 $240.00 $240.00 1/8/19 WEB3242 CREDIT RESIDENTIAL FIRE ECON PROTECTION DB Total Paid for FIRE FEES: $720.00 $720.00 RECORDS 101-0000-42416 0 $10.00 $10.00 7/26/18 WEB2767 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 7/26/18 WEB2767 CREDIT RESIDENTIAL FIRE ECON ENHANCEMENT FEE PROTECTION DB Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS: Printed: Wednesday, March 01, 2023 10:25:41 AM 4 of 11 RWSYSiEMS 1ST PERMIT TECH (1 DAY) ARMANDO MAGALLON 7/26/2018 7/27/2018 7/31/2018 8/9/2018 On Guard Fire Protection 6438 Arville St. Las Vegas, NV Re: New Tract Project — Floresta FSS2018-0123 — Fire Sprinkler Systems Plan Types 1/1X, 2, and 3 The Residential Fire Sprinkler plans you submitted for the above referenced project have been reviewed by the Riverside County Fire Department and are require revisions. Please review the corrections below and re -submit your plans providing a response/clarifying/correcting the listed items: Plan Types 1/1X, 2, and 3 • Fire riser detail on plans indicate that from node point 4, 500, and 5 is 1 1/4" while hydraulic calculations indicate 1 %' is to be installed. Change on plan/hydraulic calculations or clarify. 1ST FIRE (2 WK) EDGAR 7/26/2018 8/9/2018 8/9/2018 REVISIONS REQUIRED • Hydraulic Calculations shall be accounted for GONZALEZ from fire flow test location showing piping, piping length, and elevation to "worst case lot." Please show on site plan with additional node points and reflect all points on fire sprinkler hydraulic calculations. Plan Type IX • In garage, the first floor of the fire sprinkler plan does not show an up to 2nd floor detail while it is shown on 2nd floor fire sprinkler plan. Please correct or clarify. Printed: Wednesday, March 01, 2023 10:25:41 AM 5 of 11 RWSYSiEMS Plan Type 3 • No hydraulic calculations were submitted. Plans for this sprinkler plan were submitted twice. All questions regarding the meaning of these corrections should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist (Correction Notice Attached) APPLICANT UPLOADED DOCUMENTS 9/4/2018 On Guard Fire Protection Re: Residential Fire Sprinkler Plan Review — Floresta Housing Tract Project — Plan 1, 1X, 2, and 3 FSS2018-0123 79-860 Ave. 52 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. Printed: Wednesday, March 01, 2023 10:25:41 AM 6 of 11 WSYSiEMS 2ND FIRE - ETRAKIT (2 WK) EDGAR GONZALEZ 8/15/2018 1 8/29/2018 1 8/31/2018 APPROVED - CONDITIONS *SEE PLAN 2. UP TO SECOND FLOOR NOT CALLED OUT ON FIRST FLOOR GARAGE. THIS TO BE ADDRESSED AT ROUGH INSPECTION.* 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 72 hours in advance and may be arranged by calling (760)777-7131. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist Printed: Wednesday, March 01, 2023 10:25:41 AM 7 of 11 RWSYSiEMS 1ST FIRE - ETRAKIT (1 WK) THIS PERMIT WAS SUBMITTED THROUGH EDGAR 12/19/2018 1/8/2019 1/8/2019 APPROVED- REV 1:WATER METER ETRAKIT BUT LATER SUBMITTED IN PERSON. GONZALEZ CONDITIONS CHANGE Conditions to remain. Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 1ST SUBMITTAL -FIRE DOC 7/26/2018 EtrakitContractor 1ST SUBMITTAL - FIRE SPRINKLER PLAN 1 1 SPRINKLER PLAN 1 & 1X andlX.pdf 1ST SUBMITTAL - 1ST SUBMITTAL -FIRE DOC 7/26/2018 EtrakitContractor CALCULATIONS FOR SPRINKLER PLAN 2 1 PLAN 2 CALC.PDF DOC 7/26/2018 EtrakitContractor 1ST SUBMITTAL - FIRE 1ST SUBMITTAL -FIRE 1 SPRINKLER PLAN 3 SPRINKLER PLAN 3.pdf 1ST SUBMITTAL - DOC 7/26/2018 EtrakitContractor MATERIAL CUTSHEETS FLORESTA - 1 CUTSHEETS.pdf FOR FLORESTA 2ND SUBMITAL-FIRE DOC 8/15/2018 EtrakitContractor 2ND SUBMITTAL - FIRE SPRINKLER PLAN 1 SPRINKLER PLANS 1&1X landlX.pdf DOC 8/15/2018 EtrakitContractor 2ND SUBMITTAL - FIRE 2ND SUBMITAL-FIRE 1 SPRINKLER PLANS 2 SPRINKLER PLAN 2.pdf DOC 8/15/2018 EtrakitContractor 2ND SUBMITTAL - FIRE 2ND SUBMITAL-FIRE 1 SPRINKLER PLANS 3 SPRINKLER PLAN 3.pdf 2ND SUBMITTAL - FIRE 2ND SUBMITTAL -FIRE DOC 8/15/2018 EtrakitContractor SPRINKLER PLANS SPRINKLER PLAN 1 and 1 1&1X-CALCS 1X CALC.pdf 2ND SUBMITTAL - FIRE 2ND SUBMITTAL -FIRE DOC 8/15/2018 EtrakitContractor SPRINKLER PLANS 2- SPRINKLER PLAN 2- 1 CALCS CALCS.pdf Printed: Wednesday, March 01, 2023 10:25:41 AM 8 of 11 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED 2ND SUBMITTAL - FIRE 2ND SUBMITTAL -FIRE DOC 8/15/2018 EtrakitContractor SPRINKLER PLANS 3- SPRINKLER PLAN 3- 1 CALCS CALCS.pdf 2ND SUBMITTAL - DOC 8/15/2018 EtrakitContractor RESPONSE TO CORRECTION 1 RESPONSE.docx CORRECTIONS 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor PLAN 1 & 1X SPRINKLER PLAN 1 HYDRAULIC CALCS 1and1X-CALCS.pdf 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor PLAN 2 - PLANS *.75 SPRINKLER PLAN 1 WM & BEAMS OPT 2_1.pdf 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor PLAN 3 HYDRAULIC SPRINKLER PLAN 3- 1 CALCS CALCS_8.pdf 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor PLAN 2 HYDRAULIC SPRINKLER PLAN 2- 1 CALCS CALCS 19.pdf CVWD FLOW / FLORESTA - DOC 12/19/2018 EtrakitContractor 1 MATERIAL CUTSHEETS CUTSHEETS 29.pdf PLAN 3 - PLANS *.75 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor SPRINKLER PLAN 1 WM & BEAM OPT 3 34.pdf PLAN 1&1X - PLANS *.75 3RD SUBMITTAL -FIRE DOC 12/19/2018 EtrakitContractor WM, BEAM OPT & SPRINKLER PLAN 1 CASITA 1and1X 41.pdf FSS2018-0123- FSS2018-0123- DOC 8/9/2018 EDGAR GONZALEZ FLORESTA - FIRE FLORESTA - FIRE 1 SPRINKLER - SPRINKLER - (CORRECTIONS).docx (CORRECTIONS).docx Printed: Wednesday, March 01, 2023 10:25:41 AM 9 of 11 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED FSS2018-0123- FSS2018-0123- DOC 9/4/2018 EDGAR GONZALEZ FLORESTA TRACT - 79- FLORESTA TRACT - 79- 1 860 AVE. 52 - FIRE 860 AVE. 52 - FIRE SPRINKLER (COA).docx SPRINKLER (COA).docx 2ND SUBMITAL-FIRE 2ND SUBMITAL-FIRE DOC 9/4/2018 EDGAR GONZALEZ SPRINKLER PLAN 3 - SPRINKLER PLAN 3 - 1 APPROVED. EAG.pdf APPROVED. EAG.pdf 2ND SUBMITAL-FIRE 2ND SUBMITAL-FIRE DOC 9/10/2018 EDGAR GONZALEZ SPRINKLER PLAN SPRINKLER PLAN 1 1and1X - 1and1X - APPROVED..pdf APPROVED..pdf 2ND SUBMITAL-FIRE 2ND SUBMITAL-FIRE DOC 9/10/2018 EDGAR GONZALEZ SPRINKLER PLAN 2 - SPRINKLER PLAN 2 - 1 APPROVED..pdf APPROVED..pdf 2ND SUBMITAL-FIRE 2ND SUBMITAL-FIRE DOC 9/10/2018 EDGAR GONZALEZ SPRINKLER PLAN 3 - SPRINKLER PLAN 3 - 1 APPROVED. EAG.pdf APPROVED. EAG_1.pdf DOC 12/9/2021 JOSE DELGADO CALCULATIONS FOR CALCULATIONS FOR 0 PLAN 1.pdf PLAN 1.pdf DOC 12/9/2021 JOSE DELGADO CALCULATIONS FOR CALCULATIONS FOR 0 PLAN 1X.pdf PLAN 1X.pdf DOC 12/9/2021 JOSE DELGADO SUBMITTAL SUBMITTAL 0 INFORMATION.pdf INFORMATION.pdf FSS2018-0123 PLAN 2 FSS2018-0123 PLAN 2 DOC 6/10/2022 JOSE DELGADO APPROVED MASTER APPROVED MASTER 0 PLANS.pdf PLANS.pdf FSS2018-0123 FSS2018-0123 DOC 6/10/2022 JOSE DELGADO APPROVED MASTER APPROVED MASTER 0 PLAN 1.pdf PLAN 1.pdf FSS2018-0123 FSS2018-0123 DOC 6/10/2022 JOSE DELGADO APPROVED MASTER APPROVED MASTER 0 PLAN 3.pdf PLAN 3.pdf Printed: Wednesday, March 01, 2023 10:25:41 AM 10 of 11 WSYSiEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED CVWD Domestic Water CVWD Domestic Water DOC 6/10/2022 JOSE DELGADO System Flow System Flow 0 Analysis.pdf Analysis.pdf DOC 6/10/2022 JOSE DELGADO 79873 HYDRAULIC 79873 HYDRAULIC 0 CALCS.pdf CALCS.pdf DOC 6/10/2022 JOSE DELGADO 79891 VIA SAN MATEO 79891 VIA SAN MATEO 0 HYDRAULIC CALCS.pdf HYDRAULIC CALCS.pdf DOC 6/10/2022 JOSE DELGADO 79909 VIA SAN MATEO 79909 VIA SAN MATEO 0 HYDRAULIC CALCS.pdf HYDRAULIC CALCS.pdf DOC 6/10/2022 DOSE DELGADO TRACK_ 36762 TRACK_ 36762 0 HYDRAULIC CALCS.pdf HYDRAULIC CALCS.pdf Printed: Wednesday, March 01, 2023 10:25:41 AM 11 of 11 WSYSiEMS ■', BLAZE MASTER 2000 PIPE tA1sLn N- oa�> F.... . of I.a=s..... NNT. sill ': s.5 (ASTM F442) NOMINAL PIPE LESS THAN IMpgi 0REAMR Tr t,;N 1Wpm FIMGER SPACING SIZE 3A 116H NOMINAL SIZE MAX SPACING - . Iricla. 11-01 - � - IrcNea (tlVtl} tact ( _ _. 1-1/4 INCH 1'•4' --1lim31HCNEs 2 1 -'-- 3Jq' {20,4} 5.5' (1-7) - - -- - TABLE MTWO PUfNlS OF RESTRAINT " : {8 NOMWALPIPE LESS THAN 100ps0 CREATERT'iAN10Orledl 1-114" (32,0) e.5 (2.0) SIZE 1-112" - ' -- (40,0) 70(2,1) ---... 4....- "-'-'--. -._t_INCH_ $' 4' 2 {50k.0) 8_il (2A) e 1-1 L .,_.._�2_....w�-TD3INCiM-� T •- ,.E8 -T I -=- MMAX - MAX - - - MAX- _ T D18TANC>" 101 f I I RE8T11111T ! Oplt;-FOINT RESTAINT TWO -PINT } - HAN��R l i Distanci5 from Sprinkler to Side of ObstJJ•uc#ion (A) Less Than 1 ft 1 ift to less than 1 ft S in, 1 ft 5 in. to Iris than 2 It 2 ft to less Man 2 Tt B in- 2 It 6 In_ to loss than 3 it 3 €t to less tban 3 ft 5 in- 3 ft 5 in. to less than 4 It 4 ft to leprstllan 4 ft 5 in. 4 ft �5 In, to less than 5 ft 5 It to less than 5 ft 8 in- 5 It 6 in. tc less than 6 €t 6 ft to Mass than 6 ft S in 6 ft 5 in, tc Iess than 7 It 7 ft and greater Maximum Allowable Distance of nefleator A4bcve Bottom of Cbstruction (in.) (B) 0 0 1 1 1 3 7 7 7 9 14 �TTl i SZ _ r &J A 'I Garage Installation SpecIfirations, shall only apply for the Instailatlon of UL Listed Slazeklaster CPVC pipe and fittings in garages requirirhg sprinHer protection per NFPA 13D and NFPA 13R. Blaze Master pipe and fittings for garage installations. - InuWation Requirements Protraction; SlazaMastet pipe and fittings shall be installed concealed behind protection~ consisting of a minimum of one layer of 318" thick gypsum or 'A" thick plywood. I_ IQ P AC N k.P DETAIL J,IVT0 } ATi1C `-11i V xT � L1 i EAIJU SPRINKLER CO.eLTD. 7 - I Ir•r � _ noW, C �- ETfH lile 1n wllkw runs colvit, Hmalirlp!, elrl A1tJ� ResldenUarl Lead Free Flat Concealed Sprinkler, �� Tollu&*"iou; 2C+99,45- i II TacbiWO-M4 54Ck Fu.'6�9 .a1a-1UW 13um1■ vuarrYQti7itieern i, 3ftSG1lsi■rlofi Porldent. Ih. Veuy wdDs I.a idol VrLA aFAr4rr1- {titi 141 7 J '+,- 1pnik"i -1 .--6--p*.:w t. s+v►rsyen w+ aran6rm161a .old iwN carrrr,uru>i. ,..r- M.. W-- -+-- --M :- pqr." - -R ti4',aY -d., V-ES} I53psiL Lr, irxkr 4 u.yp Seaga. t]itwus,,,11 S.M. a"Artorae..-i.6Jr.- ? UIL-W In lhc-.P+hMm rxrJ.oJ.>• r.a. 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Also FP%f to p�rle, 5rZ13 forRl4gral care, illsiaiiatian, mid rllafnurs�ICe Teireruz;sffhlfZ Y11 in47 sprinklers are €a ire J1LStBiICd t14 BCCpr tlet4G2 * to It* IGL69[ 2d€(wi of VikinU tw'inkg 1112 �1pfi7Pri*W 15%rlrWd5 of WPA, LPCS, SM. �'kj3 or oJfher Slmilor'orr'r1drtl7.1uUn3, and also wlrh i11s prow ono 0� gav�grnMwtW :xdkkL wdfime s, 2ittrl i WWLIA'.- 'OUNG � ---- arnc u�lxrr�l�T + - SFEG1FiC AFPLIt7,4Tb8d4 SPRINKILE R Vl4SM Lela wwxm cFxL+Gnkk rly A u N 4.rvtos Wali PLrx Or-vm, OW913TQs M 4LOia 1ErrIA 14.4 lY: 2Wk9+i..J85M Tecc:hsic al 3e'T'r1GBfr a77.364.b4r34 Fox; i%4M Efil I 1 I millll� u..:aa mr.r. W JMrrf lr'rfsarllrw.FraOMlrr'iRPPhpFl9{a#i, > = tare'= reslr,ne ant AT Syria:: f r• �e',e erT} {p-.'G { t yfa.anra oFSYR pL}..porr`cY CFs.15--0- i-R" N--d ..+ri. YJ1DKINR1ir-L&IO hs_sru111ma- lzMU1,1a LA a4 ce,r.r fat..- --3 a -Jr 1.2 rnL+ sp-p T-e Gt 1 m r 6.rA lace Uo .41hjij..k.- WiS Sp[uiYl■rs. V-W tiRrwF7m. one a-J rd 5w o 7Ar'nLlrr,-a .1- mea .-q .k LQ aS �p Z,a 0- Y4 :i-Bs'-�2 v-3n 1ap- tor. ,.r..ew vo....reo a.rrm ,.ce ltr 5.T {L rrrllFMl1 mMr4rA�P'wri.� L'1W r f.. r4� •T�' ► A ddMILLrw.l sow« Coa4Ye"d1b ap: -WWfy i --* rwr - - a# Atria,.rpnyra,r Ln, ,r.rY.rtlra Y,r aurrprstl m pfrprl4n ■L s;'alw 3 Ad■e LijrrGlll `sPd•*r*• c+n prpMrde uP m rp.ri Tn_, mt os w■ .i ,errSai LL.yt+d +n. rir.irxwn ■e-olacr rod q.rn tsar am YAW ..1W k'J-P 9+ctNdwn 6Y " J4ie6-i �'+= d �a1e Uyrt ..Li 2r.r.e Ys Fi(frur n.td E mr rrst■■arw, wJ,■rV m V.eu n,.olio.,. n'.tr.�1.r rt,rlrw. L7.!rahlr F,err.tl 7'-. }-clip - iT eve Y Ealew rhr 4v1YLxn pl TLa 45p., ,�.,a4 w Btrrti.m 4F ...rA rrrraaa e.rRrt law J x.oA pA,/n.a ra Orr V.r rYMh� IrL.n . Ft _ t� , 3. .Jr6 .,....dr„wn uaa Hand ar venal ,=.and naive u.pV, ar 1;C J3tim mm� u.. 7rh rYi LwrO r`IrArC S�rinow p�� easy �r tinrsl CM be Vita rb r•iP1Y'r9 Tr. aPgrWLhl•'4 PraArJR1Q K.r lbrr b■bw dM aorL,a.J■18i1i carralyd spawn nrrrra ao'rt76 wnR iY Sli'k a.wl of ^+n-eslnkaM+r► �nr,rulrpr• aver ma nre_di pm- Pa- .na •rrw*•a"ra i= FYPS r.,rnF a+ 4ad.:d� - P>er I W t w d sea P1>rq,:H.r p•iPfrP I. ry..wd o-5 el.n i4h+1.41rMklrl. pr LaY le'YL uh.,.,.r! ra.u1 W *+,6lrteh` urarwel b a' alo4rw +e+. lop d rp.. #r�.0 Tl.i areaanLLhL.r o.. AWreG nxu■i be PT---�-',.ie7fnr YrY.ra rrnins Y$B'>_ V-8'Yi, 9rrAMlrtlYC Up.;dhY t 1FrP L14Ytl4 r.75F4` Rlrr.n,arsr GIYrr�µiuY#Yra T.■ gsrd rw-Pa»d so-Am+rp■ wwY a,rr.YJrr. wsYYw. u enalFd slr�■ b «faro VpeytM �r+1rR3ws 'TL% ■.j45Yia f.LnJ1.4 a. aN •••�•'a ♦rp w r el,aw.n.Iw Irian 9r i,u- m.ia m), w.r. c,- --v -Ave -p -o •A•�■ is Ll.r ABC Lwo . * L. a,y vwLoaL .y1ir[ral.!R �F f�i,J' t *- ey rrprm " ov. nr.a .4m CpvF- h-q- ■ u ---- -4-' tarlplh rn s ■Pdfi Q WAr t7.1 -1wif+ ♦ rw� I- diL.-- rer-A.A. up.Iii sf-i-M Fr (7QLI n•xnF r h .i .}L.S x ri.,r d the Lp+ta.Spft Lr'L+.i W.6 h-r.goi-f JnIN. c,.k n J.-LM w rhi A b. LN-01.'dprb,Fllr. hL l .m.fr,. C` CI Rs _I V■rP G rrprr+w.nYr.■t6Jr L_A.I._ ■.tt,LW.a k r f 3W +...•7 so- ..0. x;* *1 W. 4JLp. ,9.ftd rr rot W_ GNVc ;:- C7.:�. iL.JA1lQ Vtio .fie LrpfprSpi�l+rw if ore GPVC r.+e.grrprr4 �il,Rdb.d rrrrY■ trrr tong rQ ia+.•. '~ aA+ �•••+�•� rr,.+e d, --w-ar now rd3rr...w er o' i e ins n".tr Oenw �.YieHLpYgn ae. d■4 dthr 4narwreY.r i.rrirrr th. *w. Lre•V■1. '3}r..6i■r ■P g. .Vrm■.J.i r.x-aeriirriYilVlidw. mF. ar..deed to r.ew m. , epa..a "Mills or 0.. +prim+ b-% u%" Ah r.■ Ate up.91W i,rruL.rl wr,s, ■ .,i.,..Fem Iat-W V:.a.roe d. a 5- Lf'ro -1 f,-- .rye a-- 9.9 kv 4lodrF WW r.rh4LrrM 91 la A*o 1Lrn - .FJ7[nrF Q 6.Ir+T.n., fi+�d.ar Tin_ Fa.4'Va1LeL rrM[ LanIr.L Jr.. l.aWr o:I.pY rr LiOff - rant M +r?l9P.,- v Prlory 'rite 0.f doll �C-Fri Reaiaentls I FkeE CaroceahQ 9prinklaee are e117G1ne1c apn skiers of tkle ai11,�TGeaed Rie�Te coition Y7 f>e Tl�eaa 3ro *wrarlvc andt 13TFesponse The C44er PldaAajorriN f hides tiro Qriwckii. 1-leat Rmraponrd e) EUrnerlt ota., MP-h ns in turn M-'rMI c4 10++0 S4,a C011;ng Thu so-ve plan hie a II'br rlNW. And ifs dolhtAdr is eNuamo v om-iip [2-5eg 0-.h, Minim). Toe pu&'Fon Enardr Mreatl-0n. tr,reetl dlre.3igr1 lhf M!, Cbht0eletl e6Nv Oldie OU*Mbly eI10W5 soap kialb ailEn Of ft gbVM y#b TfwraRlre, the Mnde1 RC--R ES w Dart ba yD!r arar a;hoh o «'lion a4sra.0vx hsp* MQ]ilr sarrak#raUon for IAgnTAtr s:ppeal ono unbeat"o perl4rneancL le aesV A4 The M0091 RG Rk5 Yi for nine reelklj lrfRYI Mupr Dews MnO It Is por vt ran wW m homes, hDIBLe and oUwr living goarUna Toe JiA4r101 riG•RES Is to 4o vped n wai Pgn t"-diwl tl Apir it ler 0YOW4 rbr Qnr- and Two- Ill D-01ri2c and 1A m-ftdPrW i+ ntim per NFPA 01D-, wet plea reskl m%l 1ptmw sys#ms tar Ftvtnw lal Oat:u"ricll5 up n am axwmrrg Four 9hmrkprtn He[M Por NFPA 13R: of wvcplpe 4Mrikbt syatm"tw ft repiJrinhril pDftre cf any o pmain per WRA 13 Tho VoW RC-RES Pm a 4.9 (70.5 LMber'') K4wtof IfW meer. Sw required reeldenhel filar+ r&" wl€!1 muvmal resh"l prtfturm,,s911kh 9Arnw4 tar 9lnall sites andwetar aiopN raquttrmer a Fir eMnaed 1rq*MWrl nCdWIny, uTa W*dol W-REV. p4alyd0a 1I2 egir (12,61nni VBRJCa144u3unent ThIG RdJuMord In t wi;rionoscreaslsmeneeararprx;secu=q--glhaplpaaaturvpamshespir"randimweTOCaperracaFnw rhaTafgaa: Pipe le ;43. the sea: oerlZbo-Fty Gold wafer dainurwn d6algrl ar Ihgdrn R(;- RES OOQ,,7 W An khmUW tftt c pH reNJCI1l eKi)pa Pi wacuailaR In tape or". Hawwer, residential fire apfinklof ayWrr4,)m fiat a aub9MRD Mr fire 7elei'y mvarone6e or Tire 53" carmautslnn "uttLd by oualunq tndim. -L.e9d Frtrk' l#i149oW In Ire Radticlion of Load kL o,nlunp Mt*r Act is 3974f*I d ray AI.Wd r ft, Irr UOULy Countil. and CaNarnrr J43aam4ry Bid 91933 as hinnng Ww ihan or rgaal to a weighted aaerRflr or 0.25%4ead 1n wetted mWone of pipes Pw hiry Rll•l9s ohd J1s,AJirn. r{r.JtRJ7NOS nhu ftur" +fir--M nr ast be hrstarJeq ana maerfsjFwai M aeee{LYanae wim the cures anAva r we ii " waif w Jn tompr.',nc ev with Una 7ppffrohlsT a wawds or dry Hillarrar F9,5 Pmemtbn AssoofarJarr Fvv"Wiaas and rho rfandar" of way Q JJ4r aurhod1JeL risylapprrjAWWon hr 4ke eyed? dF rFJr@ fiorJdlPien, apnp-i f f fhc grrfhQrfffer fiawhl;T f[r, il3dirxJPr1 for ipwidance and oppmwai FdMum £c alaera may impair fore InfegrJly erfhtaa d.vht- s. M Id tfre rbr rfhe r. Inn vent e r r h n w. rGr d u v '.are! idea ra vlQaAc a YhJs4ocJlrJawJtral saw arw re N.v � $r Q � 4P: J.ra4rrJta end fn W41% If 4r rho abrJp VfQn: of ftw owmr bo pfoYhft a ovpX Of tUR GrQ"W6nf ID a *U"deJfJ a.rncr. riot owrrloJ is rWdpdX1&A 4e rar trtAinfafilrrg Ursa Fjre pr'btL0*Dn Iiyaram and D"kl;P in PANw PP*o rKW tpndltfpn. Th* Jena1-Wj7i7 conMCLur Ar rpt'irWirr aranLM=ier kf wu4C ea Spdfrtted wFth sny Waf&d drioOl fir. WsrgN CHIrEMA Trm --in etwletl rubs for tree rr_V InSbIC L+on ar Maae1 RC_RES ono v-Ld.a by 2- ma n,ractur.r and anal to. nVMLy rmplo-ipa f{� aara nml Nil m*wt4 .VogS't7 s J4o.144rrr,arr Jqr'� -Fir S f4rne siJaer p artr !. rJeaf free ar+p �nsYalwrJ p J+rdJrlpi+cis woo err cam •ter• r.rmnlr.. prA.rA J'a r A Y h tin with suf-A. >'"Uh r ry.tem drsfrin. Jn720J 111 n �ycad11rP3. and fL^�hnlquee. Strvm 0 orlrarta may rgpp4y W rho lnat.J .V- and -qga 4rraeh .prfaw- Con¢"�d� -fjy, it Ar r-q rmrndsd Nat in. .Prrns,... y.ro+a dewjg arF.rr."rnr,dap.•4"ow4-MJriquK-ft„rrrrrd,ny or lh-romto ripf of vemrra PW, tP j.m.tfap tFAt 40rs,47n of ih. srarh,Ji rCrayaram. i J9'rba Fk corrcemMy apt hJrr A-r.Nau- and -..pr. c,-rra16,4 -f'A- w,.• -t eore+Tgo by are WA.WN.g fr.etrurfk-v, "..Ad hesuh'ffiil" fa e4ntll+0i QVMPpnr. frJalAO4 •,4tJc'alrtP.fki r#chnlCiJ oNratrrae ma o"o kd.. Jn ■1:- aLgraf.-% 6.. regolrc -t. arr4Arr .Saev.eanl nlay aPA-f p d?p--Vi--NP4, J. JM1?Yxm an m4- afka5gdc sad howh lints prraatenerr.-r fN**.:J..tffh d ih NFPA ra, r.UL f 9RJ ar oy rho wulhvrhr 4.-.pi f.nrrdk E-n. 7A+5 Li.def RC-Rr,31 M.1*trr6r L4 4oWd h} }, f ygtjphy wraa r V7 7f4 prya#Urb tlhuYa rhae iowr ra greater It- rh er L,&-. 07rAe41 old sfxJnhfers whir hrwNrl*db r ro wr-e rn.e boo LmL pup !x[»ecn JfFe rawer prate, seining and rf. 6#rq,l. rep tA. sup art: aperr.rrdf7 tram anv air rfaw Jaipadllm-tt The sPra79- Via aPHnw., fa dJ.Wbufrd radA-DY arrhtsrd rrh7dowr,wa{dfrWy ilia+aPrtrYAfst4f*N'00f, CQ-frd#Q-, rrrr. ft-pr,rt,LJ- Mp.tbe Joe.e d s,rCA t4rd t.L-fv,WFr Jhn - Jili-i .ye0.^pyyh,54Med frefil spray.}• P.rrJGaae, -- df"Idrra, -vo,p-go *rome, pAr# pr;h- dwarrfar} vt,4vwrt Th. mJ J- ar 4p6MAJrr. WiFA n teen CaaLrJArrptrenf r°Li N•*f?.*0 P9 NF A r7, 17D, 6T 12M ,moat be xapt as aaraJT as pgs.srlsra, ZA PMT1Jsp mar. -WIFt .rw* Won twc islY W ea,rrrA lr'3rN.4a,r X- SHr OrW 4h• GCWr Prllk pr*W~wrrh sht A%War Rr-RES. Thrsprfnhfrr matt be srcufrdin woo- bw nrmry raefertlrlg [era rprf.rhfrr eyepLC = pofng Ln rho Wir.crvm. A inn epriaAW it nu[ property snnrured rn P..nYarr. rp-ff +. mire. rrarrM14iu Arvin apdnJFJer operaflan aouJd after fro orfanfmtfon pWf k'wgirrdisrrrbpriorr;>AtIom. Ol}sfrd�fls4n 4p_YYdctef OisGi43ariian L6ti11ehx [Lt sV11"kl.1hs Mu t Yu11- rho ob.1 ruc9on near of RN -A 1'a nor Bald -1a1 Eprrnklora G6sF18J7df S.M1119 Q62010r46MS TryP MWai RC-RE3 MiuJ tnNy be urlllin!Q if, VIIET PIPFt epnnlfli W,.b1h1h. fiaalf ShrAMF C-PI9 a N§ for to Nf'PA IM, ar 3JR rot er ,equhemen4 ralatlg Yo the pm,,anD n of powtft acit+aftw of ML Fleas R:e■,--e tM ne[a aF M-m I fiG1i E E. duo eD -P-m to a h.. r ea4'roe■ dmnr,fun ag eC1u4F rlri. Qrecatifionary WamdaW for Cad awo a F.isvitiin enLa Toe MCtlrF RC•12EEa should r.pt LLe I+nf217atf wfi,rrq tJla'r In4Y Jp aWrTJiC#d ID r C4rfV9h'e dfrvlrW,nwnYlrxludlnp the (olloFrinQ rri {:4r Wfine"solo Q41 *fm4 *MVfrL%44i7RTif, 25D-W =Frason 7rxA W ma's' Ge cauea4 Oy eyipcsire ro anrauatrnans ♦vtm Ch1611r. iph and Gh4rI0. FaFpa46 re y. this etWlrui,l>tie �,t .nd7' result n eW ,aklera aprrsl:ng antler lYor+Phr m.rVlWn-NOY Operihag ,A•1+r1+ wF»eeai 94 art a.grJrtl rife (4 SWh71r4ersV"rn piping MN2 Copper. 5pFIMLter ikyMlh16 iM6uld ho to "utrid Ih totnpllanea wlln ilia applkthb.yntisedP An4t%aWlr@"M,8 Mr Ufa 4,akgJe1 ptploW whin rnpper piping Is uroc$ In Vw aFnMl■r "mKr:m jFWsr■nre fir wKla NFAA 13. AffT M MI 3. '", sae CXE A Lc piper p"lopm. rt.aplacFptlaq - N014W Jvi+'L1 All TeelOrraJ llwr muel ae ram Cara Bon, tas lAi�rrar-IC rrtatlor al Dopier pipng by thoroughly fWant,y p#pip InA&:iMrj or the Sprinkler JTabdl. 09,arriae, reatd-ed %f mp T mreae -nmsl--q ypkpgR In Tllb aw"Ier 5"Lew mydraufrq ptwjwp CriJ�r4a Tne enlnlmr.n regdked spored- flow rats. for sysmrn nrclpn.d to NFFA t3ti, ar 43R " Alvan In Tonle Al N a hmab.n 0 irnmpoNturi} fsikra and Tna ir"tnura mb,,abia *t-rapt aroma. The mpainkkr A- rwte is tho- rnlFymum rotquvao d45Chnrge Trom e,r inset Jrrnraelre■Ity aomarL;ngsprvWJor r- plan 911`119e rn41 roMr W W •O*Vgn 6p+4rW4r8" is ePrt Md III 9JFPA 1W P. 161Q For aloft ,a pgtJgrlad F7 W!PhA 19, lh4 mien tr of G,r9l9ned wkwlern 1. to bd tho foLrr ftr&A hvslraulkaltj damoncnp iapancfaa_ rho- mnunurn fegaia WMharpa rrW?1 aidh W V.6 h}uYYpdnkhan, ; t- to the drT.ator of uw TPTJw WMr-; ' Tha inrr RIma gMarl In Fat's A Tor NFFAL 1-JD and I es a nfletio" of ea,, lP* u.d taung arld ,msinpnl 4Ik:3yA F G0VWaga crew. LIC f avrr No. f_4Ua5ffro ogre _ FebrT] Ni�78 TABLEA1. NFPA 13D & 139 Ifst PfpE JIBYiDRAQL 0 DESIGN CRUEP1A for MRgd SS&in14 rda4rlb:ln Cffhlary Irl4erined'ate Coyea�� Maximum Twperalurt Ratr4g Tem ptaraWie Wng 6elkc�r MJnkir'sn A° 71lI spacing 167r ??zg 175E i�MCI W IE31 9padr� Premitai" n7e Rmotre Ft 1, R FL Cai1n 9 Type FL {m xm} irn1 6pm PSI GPM PSI (mi 1 Pitii ter rLi'U 060 $rllaadi 14xt2 12 13 7,0 13 70 C81IN S {3.7x3,7} t3.71 (49.2) (0.48) o9.4 100) =io718 Iwhe$ 14h,i4 14 t3 70 Ia 7.0 1a.3=4. 1 ia,ai {a ,2y (1.48} (AP {0 44) eea:Red celangs p�ri:+FPA 18x16 15 fs ?JD 14 8,2 13D,iM 2 a 13 b In beam (3.4) 18xiB to 17 12.o R 13.E Ate 7f8 Inds 70R20 X1 21 f84 beIcw (E,9w6.1S {E1} (79} {1271 batmmai nam. ;aj hFWnrap @tea ikrwrslar� Ws tall QV Rbooye n1en11oi110d, it Acosta Ea use Lllli Tmnimian squired eve! lorZir Nal ligee• tbverge Area imd: ;b) Ralriremit % haled on mwlmum Mw In GPM1PAI from each Wrikle4. Ti,* f.&= tad reshual presawe8 are caleuhBsd askgtte rlon6flalY Factor. Relertp Hydraulic bW C*rlii Section For bra%. (c) Fw sygems wkh mi-ing"arn = not tJa4ixmtok or bearrio, or alnped, n acc"nice'rettL role 2013 Edwn 01 PM'h 131), 13R or 13 as appkable Spookier S icin-0 1<I21I� Tae ma num spuing between tpftliW 8 feet{14m} The 4rm inium spac---nq totminn sp rWars cannot go b*ndthe myemge Brea ,in lvuIaitd Iyr usirgthe igWIn nylnaukbetoit IR�f.-7kbki A) All Iowa rce for Friction loss in Fittings for TFP Mazerrlastet CPVC (Equivalent Feet of Pipe) C Fitting Size (in. _ " 1' 11/4 1'Am 2' 21A 3' Tee branch 3 5 6 8 - - 14 12 15 Elbow 90 4 $ 7 S 12 13 Elbow 45 1- 1-- 2 2 2 3 4 Coupling 1 1 1 1 1_ 2 2 Tee Run 1 1 1 1 1 2 2 �Ff Fy s� • -r�� v r+ + r '`"~ r �/ NCTE:ALL PIPING MUST 3E COVERED WITH INSULAT;ON TO PREVENT FREEZING. GtJARDIAN R-30 9"THICi{I4iESS. _7, DROP AND INSULATION DETAIL - 8.2.5* OWructionsto Residential Sprinlders. 8.2.7 Closets_ in all closets and compartments, including thicso housing merhanical equipmerd, that are not larger than, 400 ft3 (11.3 rani in size, a single sprinkler at the highest ceiling apace shall be 1suffidwnt w thout regard to obstructions or minimum dis%nic4:stD wall. 8,2.5.6' Shadow Areas, $haJdow areas shall boe permitted in the protection area of a sprin kler as long as, the cumulat(ve dry areas do not exceed 15 A (1.4 m2) per sprinkler. NOTE: --- - �- 11CVSMUKE DETECTOR TO t5t VViREDTO 8757EM I-LOVV SVVITOH FOR INTERIOR NOTIFICATION R302.6 DweIIinggIl garage anal or cairpu4t fire soparat itlnTlllte qarage andfor carport 1111 be separated as required by Table R302.G. openings in garage walls shall corn ly with Section R3025� ThIs provision does ndt apply to gable walls that are perpendicular to the adjacent dWalllrg unit wall, A separation is not required Between the dwelling unlit and a carport, provided the carport is entirely op>lan ail two or more sides and there are not eni areas above_ TABLE R302.6 DWELLJ•#ISGI GARAGE AND) OR CARPORT SEItARATION SEPARATION - - - - LVIATEMAL. From the residence to the attics F��less than IIAPsurn board or Qqulvalent app ` o the garage side. From the iaabitable rooms above garage or Not less than " type X gypsum bvanr or carport, equivalent, -PIPE TO BE BRACED P11PE TO Be ERM;E❑ SEll UCture{s) supporting I10011 C6IIing 05;ma Filler lint less I Ian ih" gYld;sum board or 1�,ruoaascavj used for separating required by this section, equivalent. 2i114 c �_ Garages located less than 3 fret from a dwelling Not less than 7Is' gyypsurn board or . nix ° �" unlit on the same fat_ equivalent applied to the Interior side of the exterior P1PECLAUP PIPE CLAMP walls thal are within the area. J r 1.,qREGENERAL INFORMATION: SPACING DETAIL (NTS) ARCRO CPVC TWO MOLE STF?AP A RGCO CPVC TWO-HOLEW SIDE MOUNT STRAP {nr,rs) (mT_s. MINIMUM DISTANCES FOR DL f�INARYANa IN7ERMEl71ATE HEADS TRACT HOME - PLAN 1, PLAN 1 X - 5tk"VJ0OP 5ArJ4NG - HEAT SORr,E SDRICE TO 0R01NARY SORCE TO INTERMEDIATE Tract #36762 FOR SCREW FULLTHIC l EAIG SIDE OF OPEN OR RECESSED FIREPLACE- _ 34Y' T-Q.. IF 4IA7ERL4L NOTT}iIChCE4J01JrsH � �' or7 eacxJxcrNUT Y�P1P€ FRONT Dr- RECFSSEA FIRE Pi ACE _ sue" �'�" OCCUPANCY - R- f U COAL DR VV66t) BURPlING STUYE _ 3 @' 1'-a- r11Hil Flo � KFCHEN RANGE 01-' CONSTRUCTION TYPE V-B 1' WOOD &PEW (X7) 4 t r WALL OVEN 1 $" ply" II400gJ415T HOTAI.RFLUE$ 1'-6" cr-9" NP. OF STORIES: PLAN 1. 1 PIPE CLAMP � 6R REALM �, Y-L - - 1 it PLAN 1 ?C ; 2 -� .Ir ~ UN15Ui�4TE.a.HEATDUCf.S.. .�.. 1 -$"' C�9 UNiSULATE DHOTWATERP>:_PE� -'- - 1.0 1 c� ON CLIAF2fJ FIRE Pf�GTECTIC)N TJI ~- SIDE of kQTAJR DIFFUSZF-RS -� r-o _ i_ rt',e" - AR 0 AOUSLE OFFSET _F13DTlT o� ViIALt f414?UNITE olF st=R3 3' I' ALL CALCS ARE BASED ON THE CPVC HANGER 26-30-1$!-1j HCTWATER. HEATEROFFURi�GE ❑'�- G-3° THE LONGEST LATERAL OF LOT 51 fI GCO CPVC STAND N. T. � LIGHT FXTURE {o Ti7 2d9 tiluAiTj _ -- 01. ° 3 HIGHEST ELEVATION �F LET: 21 NO BLOCK _ -'_- - - '--- rN- T S. J - - '- LIGHT FtK �lR _(25O TO 499 VVATTj 1 '-(r Q' ;" 4 TRACT NO. 24890_7 l ij>'f I I MO 2251 S-2a � -� �� _ r s TILT NO 24890-7 59 Wy I f# 1 64 1 6 � Ift 67 W WI M8 225 1- 25 .. TO 71 72 1 73 1 74 1 I "•-...-,-... • r � �M i",rrf.l L 4ib.ir Imo' I .L . OF `` tDT A-- -- - FLOW TEST HYDF AN-( 56 !! L J it 1 # 22 i 2 J •'1 I I 24 28 ,h $ruin j l -. H IGHEST ELEVATI ON LOT. 54 oil 21 32.7ft VIA LOT L � I LOT 'D' fCall INC{ - 4.. �r 70 LOT coo Q wti !7 EQ -"soas >« 71 ch T - 0 U. LONGEST LATERAL! Lk �' 72 M_ar t 41 T LOT 'Lu82 74 0 l F #73 toT . ........ ..... 4-`.:"�-`� .rtr . "fit.• ' or W kl-" !J fx r'i'r8. sr4 _: r7 _ r .lrli:nP St• ' iri2rhT$,f Piling �dll Clot} , f t F.pta�f Bprlr r . . I ti�lo 5,. ek.b is IY14J�rC zed A:#^s FBSG+181 � �• PR6t36s1RE4AJ1[3€ 1 {TVB�NIGEiSe1BTEM NCTE _ SMOKEALARM.S OR DETECTORS WBALL VALVE ARE INSTALLED PER NFFA 72 kraw fRV PACMW • 6.0 E� 1' SPEARS CPVCSS!J3 CHECK VALVE ,Ii 70 III cpvc Po i'CPYG�3° EiBCJJf � t"CPUC MALE ADAPTEA t" cpvr, PH GUARD FIRE PROTECTION POINT OF CONNECTION) -----pQUnftuE8 TO DOMUTIC WATER 001YES'MC 1, jkltft 3HLl' 4neF I �CqEvv 19011 J 4?1 $ ai•LIFAL7�R Fr -OR S1S" �ti-crl. a4 + �� C 04PPER 7 15tr-0}� y r tiJ r Crk rr€ v9tLaIE 4 <ll 1" TYW K 6 tY1aC ` LW4RSTD14Sq RISER AND �IirDERGRIOU .J DETAIL � -- MOST DEMANDING SCENARIO f1V_TrS-) GENERAL NOTES: 1_THIS SYSTEM. HYDRAULIC CALCU A1710N. &ACCCM PANYIAG DOCUMENTATION. ARE DEWONEDTO MPLY WITH THE 2010 NFFA 13D 2.ALL PIPEANR FIT-RNGS SHALL BE TYCO BLAZE MASTER CPVC APPROVEID A14D UL USTEa FOR USE I N FIRE PJROTECTIC4 5Y8TEM5- 3. ALL PiPE DIMENSIONS ARE CENTER TO CENTER. 4. ALL Pl;PE TO BE HUNG USING A# PROVE [) METHODS PER NFPA 13D. 5. ALL P�Pill NG SHALL BE TESTED FOR LEAKAGE AT i+LORMAL SYSTEM OPERATI NG WATER PRESSURE. SEE NFPA 13 1-5,4- 8, ALL. PJPE IN AT11C SPACES SHALL BE SUFFICIENTLYCOVE RED WITH iNSULATION TC PREVENT FREEZING (13YOTHERS). 7_ SPRINKLER HEADS ARF- DFia1NARY TEMPERATURE AND THFRFFORE MUST BE SUFFICIENTLY SPACED FROM HEAT FRODUCING DEVICES AS FOLLOWS: OPEN FIREPLACES: BD" PROM FRONT AND SBr' FROM SIDES RANGE OR VVALI- OVEN' 18" FROM FRONTAN0 31DES CEILING DIFFUSERS: 24" FROM OUTSIDE EOGES HORIZONTAL DIFFUSERS: 24!'FROM EDGEANID 36" FROM FRONT EXPOSED LIGHT FIXTURES- 6" FROM EWES. 8. HEADS SF'ACEDAT 16 X 16 SKAU- HAVE THE FOLLOWING ALLOWANCE& 4" MINIMUM FROM iNALL &MAXIMUM OFFANYTWOWALLS 16 MAXIMUM BETWEEN HEADS 9' 11 INIMU M BETWEEN HEADS HEADS SPACEDAT 20' X 2U SHALL HAVE THE FOLLOWING ALLOWANCES; 4+' MINIMUM FROM WALL 11Y MAXIMUM OFrANYTWOWALLS 9-ALL 80FFITS OVER 30" 1N VVIDTFIARETO BE PROTECTED WITH SPRINKLER COVERAGE UNDER SOFFIT 10.AU- STREET WATER CON NEGTiONSARE FLUSHEOAT THE -GARAGE RISER BY TIE PLUMBING CONTRACTOR AN 1N ADDITION ARE PROVIDE1) WrrH A STRA I N E R. 11. PEN 0ENT SPRINKLERS SHALL BE LOCATED 3 #f AWAY FROM CEILiIrEG FANS AND LIGHT FiXT,fRES 12. PFR NFPA 13D 2016 IN ALL CLOSETS, INCLUDING THOS E CLOSETS HOl1SING MECHANICAL EQUIPMENT, THAT ARE NO LARGER THAi,I 400W IN SIZEA81NGLE SPINK4LERATTHE H10HEST CEILJNG SPACE IN THE GLOSELSHALL BE SUFFICIENT WITHOUT REGUARDTO OBSTRUCTIONS. PLAN 1 FLOOR AREA TABLE i ST FLOOR 2287 SCE. FT. 2 - CAR GARAGE W/ GOLF CART 683 SQ. FT, OUTDOOR LIVING 155 SQ. FT. PORCH 38 SQ. FT. -W.., OPT. 2 D FLOOR 671 SQ. FT. Supply Flow Test Data Tent I; onducled BY COACHELLA VALLEY WATER DISTRICT Date of Test 0711 S12018 Location located on jefferslarr st. Hydrant E.Ii an 33 Static Proem re 103-ODO 91.000 Residual Fremore. Flow UU.Op THP Jirv�l181 1E COUN" F A DLrAFIYMF4T HAER TUEVIL"NIM AN-, APP4LOYFD THE PLANE- ASSOCIATES WITH THa P1; r1R tTfCAEE NLJ MMVIt 41■_tTrCp SELCkVv A,PpPJOV ISM PLAN IS VAL.J0 FQR 12N9 1r EJl 14 AHa IS MURIJEWr T13 r-QfffTLIAreCB Ylr1'H ApPLJ{:A13Lr, C4PEr, FROM TJMFL OF APPROVAL Aran ME4GUfRe=P FIELD JNBPJ'_ irirrs. f-.ry �T-IC, 1FLI_9-ramiIt ;, Z7C°r=lLJ rCCr+ cL) O�jILL � 0 W ., IL Z5 � 0LU W tat t9 W r Crt F- 0 E al 0 in Q H ri 6 WX: C3 �a wLL6rJuJ w} Od= 03 ZDM-IXjXZT� Will 007�Q�wUz�� w a-¢Za71Z<<{9O g CLir z00-Z � Uj � CC s w1,--Z =WW012p �0<(L 00?WC}HGf}D fA r W. n' 4�,Scl ION 0. io. L1GEtd Y 137$ W CD C14 CD CO) Z a_ L < r�+ LJ 44 z d y J O Ll EL LJL M f i IYl d 4. TIT _E; GENERAL NOTES 11130JECT NO! 16203401 DRKVVN: Maxweli Fullmer oA7E' 9/2412018 SCAL-: 118" = 1'-0" U.O.N. SHEET. 01101SA" 9 141 14vViii Did ❑ LU LU l!j LL ¢z_LU Wz0 _ 02! � � S 0 �� F� 49 x � 0 Q uj HIGHEST ELEVATION LGr � —�w0a_� F n1:gCL ozpUj Ujz LOT. 21 - 3? .7 FE I 2 4 99 07•Y 2 -n o - p a � X < t_ CL 1 1 I=i,lhyE .STA 20+1 G 3.'', :- $ ti 1! fl: _ m [� J { y i e 4� to z —r cn FrWOSrO OBIS- & i r LMMT _ 28 0 Lo- Brill `� I j LINE T' _ n T ■ 1�`-' - w f --- _ 13) , Fa Dr,wn �l� � 4 _ �" - 4y •��: '•i 1 ii _— L- M _ { __ �� 4} _ t I ,� J �r . �r�^ `" ?slFl oM 7 a1 IhZ1j M 'EWOft � _ '' I J T' " JI�IH C1 + 'f � - y � C� .r/ • � � k � � — r �r '� ` /� � � � � 1 • �—� -�. Ira ' I T _LNE , t1<Al�?F..k3N rl a LU t LU 11 _�j 13mli Jj ` ' I 64 j ❑ 63 z LLJ I - - 57' # , ` , LD bi EL �u 7 tz Uj Ztj { AND I' IN [XL U r ' �' T —.- _ - �.� � � %.NbER �IFti'E '1ff;,, i IirE N k` _ — -- — LONGEST LATERAL: f a .+: N fF�R .T VLfi Y J , 4 DTI' II. LOT 61. 2 -0 r + I t k I J �ar�C� ELF -VAT I: s l: _ , TR T" i 4 'I I W < I 1 ' cz � '' . � I ..s�' w B,UNDARYLi i y Izz LU zp CL p J [1�•.f i I � e I ' �� Ci �' —LINE 'A' wTA .Z+W... 7 _ j L1 r I 414 t 1 t bob �Jr ��''yy �. _ ex • $- -7 ", r—-- {S.h.Lh j- --. ... 7iMt•f /•e .. �. J Al �-' OT ;I ' LJ f 1 I II Jj yyii j rh- ; �' r� ham,,` � � � , 1 � �•�. r.. I I � � � 3) 1ar 46 s :j l ti r� s ,C711 50378 ' z Op w r'FM 9A4 r ] I _� 15 e # ; J IN EEC i13"{}I PIPE LEGEND >wlCD UL. 41 -L; 2_1 cm 8" - - '�; ,y.i, I r.k r' • — T'r ••. UDG. PVC 150 e _ — 4 - --{ 12" UDG. PVC 150 DISTRI _TT7 CID _C'�`T UND4� DIRECT DISTRICT wF Tf= _ - — - -COPPER dtLf ATE"v ;I , : E --[� TR� f _ R T^ 1 SCALED SITE MAP SCHEDULE 40 PIR-�7,!ECT NO. 16203401 17 DRAWK ' — — —-- SrALA; L3 4"1 Maxwell Fullmer � = a� ZATE I-WAT E R METER 0912412018 k ' LE= 1 = 20' U.0. N. SHEET '\ A e rr F P 10 0 cm CD T- OUTDOOR LIVING „ �� -ERA'1 AEIR ' ` 16 MAGI NG 1 L 9 G. 1 4 -.. ;_ 4 '' 11'` ? 1 16 14 f f � F-T N' i KITCHEN 9'-1 C LG . � I ' =.-----.--.. 111v I.0 CL 7� r _ r'.• % % RISER LOCATION SEE RISER DETAIL 6-5 10' I r' A.LED/I i 1 -1"CL AREA 2 /:N'W%v'0T8,,PAIN 3� 1 . 2--i 0,f, F. ,1 3 1 2� �1 r i 9`-1" CLG. - F --- - - CIA. PA 10'-1 CLG. % BED. 2 CLC GARAGE 9'-1 [[ CLG. `-3 �FIRST FLOOR aK1 )/�iCALE: 1/4" = V-01" ENTRY 4. 8ft2 - H,it i4 I 4'-.l a '3/ i . 8A.- 2 BA. 2 BED. t 2 _ 17 j : 0. 2 �t +' Xyr r� li } 1, A. PORCH j: 2 n, I� a 1 3 5 7 4 B B 10 54—1 9-.1" CLG. GARAGE I . SECTION VIEW UTILIZING VIKING ATTIC HEAD K69B CPVC PIPE CAN BE USED TOPROTECT ; SCALE: N.TS F.A. U. IN ATTIC. CPVC PIPE TO BE TUBE INSULATED IF REQUIRED FOR FREEZING. DEFLECTOR ORILNTATION SHALL MEET NFPA 13 REQUIREMENTS ,,.. v 7 O REMOTE AREA 1 Hydraulic Information Remote Area 1-16X15' SPACI NG OCCUPANCY CLASSIFICATION Residential 0.05 for 512.00ft2 (Actual 278.44f#2) DENSITY (gpmlft2) TOTAL HOSE STREAMS 5.00 DRY CAPACITY 0,00gai TOTAL HEADS FLOWING 2 K-FACTOR 4.9 TOTAL WATER REQUIRED 31.01 60_234 TOTAL PRESSURE REQUIRED BASE of RISER (gpm) 26.01 22.883 — - BASE of MISER (psi) SAFETY MARGIN (psi) +42.764 (41.5%) REMOTE AREA 2 Hydraulic Information Remate Area 2-20'X20' SPACING OC CUPANCY CLASSIFICATION Residential DENSITY (gpmffF) 0.05 for 400.00112 (Actual 251.37ft2) TOTAL HOSE STREAMS 5.00 DRY CAPACITY TOTAL HEADS FLOWING 0.00gal 1 K FACTOR 4.9 TOTALWATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 58.207 BASE of RISER (gpm) 21-02 BASE of RISER (psi) 32.605 rS—AF-ETY MARGIN (psi) r+44.791 (43.5%) d ❑ vu U _ i � W 0�� t W�� .2, B a 3 ,- W [7 t5 LU ¢ 0 W a a a0�07I�T as nay fl imm m n z 1*-Jugs watwx 'wLLta0M=0 izd44WMa-M a0 W0 LL w N M 8L W J w Q L] s� C W s w �- rV 3 � a tM C, Ex of W 10 14 0 L C C �J U] t10 LON 6'0* GLASSIFICAPON ► Lil- LICENSE NO. 950378 c cc w �C4 CN ~ F- Lu Z C> aLL.[L a M f.. J TITLE: SPRINKLER PLANS PR6Jf-CTND. 16203401 DRAWN Maxwell Fullmer IMTE= 09/24/2018 SCALE: AS NOTED sHEFr FPS CAS IT OPT. IN LIEN OF BEDROOM 3 & GOLF DART SCALE: '114 1 -0 d W L! 0 �0'_ L'U 0 2W - _ ' - *., ,- -- - ' Ai — - 2' 4. _ ._ � . - - -- � WTI o n 2 CE L7 iii_tititiMM4111 DEN -� O?r� 1� L�J`'4 Jp 7�aaQl, dHUXI�dF��SF- � C0 cc n CC Er j_L Q I--• Z G6 _ 1�- o¢dwlyEIL (a �(n '. r W. ..--�. � 3/4 �+ r " I- 51 f i BEDff F, 6 LL L 10 i+{� t [12 BED. 2 Uj 1LO /{}/ 5 f J}y BA Ie 9 . y/ ft 1 L ''4 I 'l+' ` Ij LJ LU y I \`� 1, I 7W F� LLJ Ld = f J 1 '2! - El !? �/ xUr 3/ I Lt.J I — � r w r •. DEN CHOICE _ �"�'" )_"ILIEU OF BEDROOM 2 SCALE: 1/4Flo � 8' +w 1r x F LL a U W ELT'. MASTER BEDROOM OPT. A I LIEU OF BEDROOM & GOLF DART SCALE: 114" = V-o" ...... _-- _ Wd %. I f l Y5 � DE 4 3/4 1i I •"V1f7•'H 6'1lV7H ITT. R IVI . � DINNING ! E" 8.3_ Sprinklers shall not be required for cei l' 9 pockets that2 l OH 1 1 1 MI _. 9-1 DL . -1 LG, meet a following conditions: � C, I i IVIA. BA. , ! (1) Th total volume of all unprotected ceiling pock Ili does 100 ft3 �19 378 rampart ent not exceed (.S, 511 'Y C ; - W ; _ .. I/ {':-' f T' E ` 1 1 t fi I m3). (2) Thee ire floor under the unprotected 1 I I ceiling po et is c� �' `; b the the lover ..... -: i l , r f E I protected sprinklers at ceiling elev tion. 3'-9 3'-4 T-4 (3 The ante for finish of the unprotected 'co , ceiling pock excluding der rative treatments is 0 LU � _ ... j noncornbusti le or 3 r — -; KT HEN I I limited -corn stible material. c a'-1 LG. TCRAE LI-- =--- (4) Skylights of exceeding 32 fit (3 m shall be pe itted to have la tic ` � % 7 �L a cover. a a � Z� z< �j 11 1 T C -- - cyt U IL a a _ r {{1 r { f I � LCL 1STLE= VPTiVN�` 16203,01 f{ \. DEN CHOICE WALK -I SHOWER OPT. --- �7% PT. MODEL BEAMS DAM 0924/201ell ��L� IN LIEU OF BEDROOM 2 SCALE: 11401= 1 -0 T MASTER BATH ". + ," SCALE: 114 _ T -O � - �AT DINING/GREAT RIIII, SALE: '114" '1'�" 114" _ V-0" U.O.N. SHEET. - FP 0 Hydraulic Catulations for Project Name: FLORESTA Location: 79-909 VIA SAN MATEO. LA QUINTA, CA, Drawing Name: PLAN 1 Design Remote Area Number: 1-16`X16` SPACING Remote Area Location: DINING/GREAT ROOM Occupancy Classification: residential Density: 0.050gpmlft2 Area of Application: 512.00ft' (Actual 278.44ft2) Coverage per Sprinkler: 256.002 Type of sprinklers calcuiated: Pendent No. of sprinklers calculated: 2 In -rack Demand: NIA gpm at Node: NIA Hose Streams: G.0 gpm at -lode: 1 Type: 5.00 at Node: 500 Type: Total Water Required {includivig'lose Stream where applicable): From Water $vpply at Node 1; 31.01@ 60.234 Type of System: 13D Volume of. Dry or Pre -Action System: NJA for Node: 1 Gate: 07,'1612018 Location: located or. Jefferson st. Source: COACHELLAVAL LEY ATER DISTRICT Name of Contractor.ON. GUARD F:RE FRi3T_CT!, ON Address' 6428 ARV!! LE STREET, LAS VEGAS, NV 69118 Phone Number. 951-5f70 819 Name of designer: MAXWELL FULLMER Authority Having Jurisdiction Motes: Automatic peaking results Le.: 139,251 Right: NIA O&Oc M.E.P.CAD, Inc. Calculation Date: 1211212018 Allowance at Source Hose APPROVAL THE RIVERSIDE COUNTY FIRE DEPARTMENT HAS REVIEWED AND APPROVED THE PLANS ASSOCIATED WIT14 THE PERMIT/CASE NUMBER LISTED BELOW- APPROVED PLAN IS VALID FOR ONE YEAR AND IS SUBJECT TO COMPLIANCE W17H APPLICABLE CODES FROM TIME OF APPROVAL AND REQUIRED FIELD INSPECTIONS. EDGAR GONZALEZ DATE: PERMIT/CASE 1-1 6Xi 6' SPA( 12/12/2018 2:40:45PM Page 1 ,ry Job Number-- 16203401 _ SupplieS --Total DF-mancl 'Required Safely MargIn cnmmmo ---..... ............. ON GUARD FIAE OROTECTION - °LAS ^~'vEmx;8�_Nw89n1m " I& C M.E.pCm�Inc. Fi- oo1�o��anu -'--- '- _ '—'............. 'MxummPnwn2mov/44�/ou (7 z U a 0 r x r i LU q��-�y E J Z LL m a� Q z r8 C i . 7.. CD Q. U) L S� I NJ , r f i i 1 + i I II a d � O Ui 7 I Q) 0' _ + ++ a CC7 n c� O O q Q7 � a + E 165 I I I I I I I I pIi 1 iiri'I�iii o U-s o En r- w isd - amesaJd 0 a 1 m 0 N M a 9 y�jCD V m ZE a CV kn a V N CD N N I :+w V Q 0. U Owl 0"ISummary Of Outflowing Device.-� al 6 II Actual Flow Mnllatityk FIMY (gpni) SprInkher 1 01 10 I 13-(11 A P. *'Flprinkler 1102.-- 13.00 3.00 Hose 500 5.00 5,00 1 0 DeWs" 7.046 7.040 21473 Job Number: 16203401 M 0 -1frX1 W SPACING) &C WERCAD, Inc. AutoSPRINK 2018 V1, 43,10.0 12112i2016 2-A:5SPM Page 4 Job Name: PLGRESTA Remote Area Number: 1-16'X16' SPACING Date. 12/12/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (pslj (gpm) Required Pressure (psi) 1 Water Supply 103.040 91.QQ0 3000.00 102.997 31.01 60,234 Node Analysis Node Number Elevation (Foot) � "lode Type Pressure at Node (psi) Discharge at Node (gRm) Notes Supply G0.234 31.01 101 10'-1 Sprinkle, 7.048 13,01 102 10'-1 Sprinkler 7.040 13,00 500 2 I'=8 -V-6 23.473 6Q.234 5,00 3 4 -1'-6 60.233'� 60-232 .� 5 -6 I 60,230 !! 6 -1'-6 30.454 7 -1'-6 26,597 8 2'-8 Supply 22.683 12 10'-7 1 i -091 14 10'-7 � .� ;'.1fi2 16 10'-7 7,154 20 10'-7 10.843 L Q M.E.P.CAD. M. �gAutoLrl?INK 2016 w 14,3.- 12/12/2018 2 41:04PM Pape 5 job Name: FLORESTA Remote Area Number: 1-16719' SPACING Date, 12J1212018 Pipe Elev I Flow added 1-sn"h Notes Node 1 I( -Factor this step NominalF"rigiDevice (Equivalent (Foot} Length) J E (P e) Fixed Pressure Losses, Ew--iv, Elev 2 Total Flow j L r nt when applicable, are added Node 2 Actual ID (Footl ;,c-0o.n(Pf) directly to fPf) and shown as a nogathra Nf2lua z/1' S' 7,04C 102 101-1 49 13.00 tµE = 1 22 -- 0-330 Sprinkler. T(3') 16 1 V-7 15.00 0-874;5 16 10'-7 V, 7:154 14 0- BO rj.8741) 0009 14 10'-7 1101 %A 3 1:-3 50 7.162 9cw (q) froin Route 2 12 W-7 13.81, 08740 ol Ps 57"4 E(41, 2Tr{V} 12 1 OW 2.83 - Inc' 1'.1 C. ;:Iow (q) from Route 4 101-7 I 16-64 0.8740 3Trl1') 10 1 G-7 93 7 Mow (q) from Route 3 f(-0.000), 8 2--8 26-01 -1010 Alt EE(V)d 2Tr(!'' sC V (5'), cp1g (I t), BASE OF RISER n53 500 26.01 1.0250 5 0 6 0,157 500 5.00 1 150 1, A 73 7 31.01 1.0250 0-21 K31 4 �.765 2E 2. so, (Sae 0.077n',140 6 _V-6 4-6 31,01 1.3m) 1 SP-454 ---- 0.000 5 -11-6 311.01 0.9950 -- 01 3 -41 3. 2 54 -- 29-776 VVMV(-22.015), T 32-7-2 1330.230 4 2,'Y-4 4EE(13'-7)j T(52'-101 4 -11-6 19,84 7-9600 Q.002 4 -11-6 1 11,17 a 82'--i i 5' 0 E1232 Flow (q}front Route 5 Noz, T(52'-10) 3 1'-6 31.01 7.98jO 0 IM E.P.CAID, Inc. I . - , i') '2 1',-,;2 0 1 e. 2A 1:08PM Page 6 Job fume: FLORESTA Remote Area Number: 1-16'X16' SPACING Date: 12,12/2018 Pipelnforrnat'ion Node 1 Elev 9 K-Factor Flow added this stepFfriivic (g] Nominal to & Devices Eya�W Length (Foot] Length ._.. (Pout) C Factor Total(Pt)(Foot} Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added I direetly to (Pf) and shown as Fitting {Font} Pf Friction Lass Per Unit {psi} Elev(Pe) Node 2 Elev 2 (Foot} Total Flow t�) Actual ID Total {Foot] Friction(PI) 3 -11-5 12 (See NO es) 85'-4; 150 60.233 E(36'-2) 36-2 0,000002 2 -1'-6 31.01 11,6500 121'-6 0.000 2 -V-6 8 (See Notes) 7-10 150 60.234 Water Supply 0.000010 _— 31.01 7.9800 7'-10 0-OQfl 0,00 60.234 Hose Allowance At Source Total(Pt) Route 1 1 31'Oi 101 --- 10'-1 + 4.9 ,3 A i a. ,. {See dotes) o" 150 7.048 •••-• Route2••••• Sprinkler, T(S) ; S 0.094525 -0.217 14 ' 10'-7 j I 143.01. 0.8740 3,-6 b.g31 7.162 Total(PQ Route 2 1e 20 10'-7 10'-7 f r 0.80 ...._ III 12-20 ` of . 0.8740 (6t e Notes) 3a'-11 1JC 7.154 -. `.. Route 3.... Flaw (q) from Route 1 T(3'), 3Tr(1') e. 0-083924 - 43 11 -- 2�- 10'-7 2/1 ;See iv'otes) 52' 150 10.843 Tr(1') 5Tr(1'), 3T(3')• E(4') 19' 0-051499 10 10'-7 9.37 —.. 0-6740 71' 3.659 14.501 Total(Pt) Route 3 29 10'-7 s/ (See Notes) 32'-2 150 � 10.843 ••••• Route 4-•••• F T(S) 6Tr(l'), T(3'} 12' 0.005624 12 10'-7 2.83 - 0.8740 44 2 0.248 5 -1'-6 19.84 8 (See 1040'-S 150 !dotes). 202'-3 4 -1'-6 IT17 7.980D � — 0.000001 11.091 60.230 Total(Pt) Route 4 , • ... Route 5-- • • . Flow from Route 1 {ql 11EE(13-7), T(52'-10) 0.002 60.232 Total(Pt) Route 5 (3k QM.E.P.CAD.Inc. If- 10.E 1-?6'Ki6'S,"ACIN1G, 12I112/20i5 2:41:03PM Pagel Jub Name: FLQRESTA Remote Area Number: 1-18'Xirj SPACING Date:12J1212018 Equivalent Pipe Lengths of Valves - 1d Fitting:: iC= .:C: of Actual Inside Mir,,eter 4.87 +zI" J! u 103 130 140 150 Schedule 40 Steel Pipe •.:`side Diameter 14,y?,+t:�p'10� g �aet_r•_� � _ 1.1E 4.31 .t,,151 Fittings Lege{)d — 1 ALV Alarm Valve AngV Angi 141 r5 1 881V Ball Valve BFP Cock,ifvw Fr nve%i r C Cross Flaw Turn 90' Cplg G:.l",li!,g CV Check Valve DeCv' Doha_; , E 90' Elbow EE 46' Ee2 22%° Elbow f FIc,;,r Dzivi:e FDC Fire Department Connectic fE 90" i it :� ki'# s�; Eltcv flg Flange FN Pioaiiiig Nude g Gauge Glov Giobi, -Izivu Ho Hose Fuse Mesa Hyd Hydrant LtE Lcr3'iiri-Ef::c < Noz Nozzle P1 Pump In PIV Post Indicating Valve PO Pita,; r.: iti & PRV Pressure Reducing Value red Reciucrrr'r� fc•;a:::r sCV Swing Check Valve SFx Sai5mil• FlzK St Strainer T Tecp F�::,•r�rTvrn 901 1 U Union MrrC Y irGbo b Bushi ,,ci 5V Buitc: ly Valve Cr Cross Run Cat= .r Dry Pipe Valve Eel 11'' �* Fibo.r id Fiex Crap fEE E AE" FirCL4cktTM; Elbow r i Fir2Loc:k(T141) Tee GV G::;e Valve HV Hose Valve n, CT,T 1r.4aCi7'Ar",+jai ice P2 F'+.. ,p Ciat M Pressure Relief Vnlve S svppiy Spr Sprin ier Tr Tee l?:an V .'M.Ya---- Meter Valve �.4 & Or) KE.P.CAD, Inc. ',A ALioSPRINK 21318 v14.3.10•+; 1z-1'12:2ol g T4 1 08PM Page 8 Hydraulic Calculations for Project Name: FLORESTA Location: 79-909 VIA SAN MATEO, LA QUINTA, CA, Drawinq Name: PLAN 1 Design Remote Area Number: 2-20'X20' SPACING Remote Area Location: MASTER BEDROOM Occupancy Classification: Residential Density: 0.050gpmlftl Area of Application: 400.00ftz (Actual 251.37ft') Coverage per Sprinkler: 400.002 Type of sprinklers calculated: Pendent No. of sprinklers calculated; 1 In -rack Demand: N/A gpm at Node: NIA Hose Streams; 0.0 gpm it Node: 1 Type; 5.DQ at Node: 500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.02@ 58.207 Type of System: 13D Volume of Dry or PreActicn System: NIA for Node: 1 Date: 07/16/2018 Location: located on Jefferson st. Source: COACHELLA VALLEY WATER DISTRICT Name of Contraclor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: MAXWELL FULLMER Authority Having Jurisdiction Notes: Automatic peaking results Left: NIA Right: NIA Calculation Date: 12112/2018 Allowance at Source Hose 90c M.E.RCAD, Inc. `Z'AutoSPl="c'NIK 2D16 v14.3.10.�3 2-20'X205 SPA( 12/121201a 2:41AlPM Page 1 i lHydraulic Sumn-.;:lry Job I 6-2-R3401 f-ULLWER Fi&ESTA 79-909 VIA SAN MATEO A.*— 2 .. .. .. ... ... LA QUINTA, CA bvstem 4.9 K-Factor 21.02 at 18.400 4.00 Node Flov4gpm) Hose At Node 500 5.00 Job Number. 162034r?i 11 (2-20W:!G'SPACWC'w� An 0 0 _L400,ll0T_(A0Wal 251 1-1111 4G0,00W T Joe -Wd S. l TI . �� & wil �717 26,02 26-02 71 1.24 between nodes 18 90 ZQ"r' 10.74 between nodes 5 and 6, A'"Q 04 .1 les Hone Flaw Static Rezidu-;- kw A4,-!t,.Np r TOW ne,,-n-=4 .-?Ml— us 1) fps!)- 103-000 i,-, - orju- 1 102-998 26,02 Required I Safety Margin 44.791 Conlraclor 37 lAr-,-)BO . ................... .. . "W" of cwwww. Exkmhn ON GUARD FIRE PRCTECTION 951-54-1919 A.-l- 643� ARIALLE STREET LAS VEGAS, NV 89118 C M, E, P.QAD, Inc. AutoSF RINK 2013 v 14, 3 119,0 12ii2,12048 2:41,31PM Page 1 m z 0 I CO 0 x b �R w [ i E 2k E k(D > - 7 � � $ � Cn d■ . §0 � m \ � � , / / � � f \ ; \ ! § § / a e m � a� � z \ & � � ] # k m 3.§ e ■ §ice /% q to. 0 « �« ] f � 65 sue , / k .,,I I I p I I I I I I k I I I I 3 „ a £ R m k e R e R e -C k B E ) T ) LL m & m m AutoSPRINK 20i3 °:'•f.."i n ._. .._._..-..__._..., Job Number: 16203401 iI f2--2G'X23' EPACIN i & 0 M.E.P.CAD, Inc. i21'IZ,'20!0 2:41:51PM Page Job Name: FLORESTA Remote Area Number; 2-2UX20' SPACING Date; 1211212018 SupplyAnalysis Node Name Static (psi) Residual . Flow (psi) L .(gpm) Available Total Demand (psi) (qpm) Required Pressure {psi) 1 Water Supply 103,000 91.000 3000A0 102.998 26.02 58.207 Node Analysis Node Number i Elevation (Foot) Node Type Pressure at Node (psi) l Discharge at Node (gpm) Notes 1 -1'-6 Supply 58.207 26.02 201 10'-1 Sprinkler 18.400 21.02 S00 j 1'-8 33.144 5.00 2 3 1'-fi l 1'-5 I i 58.207 58.207 4 -1'-6 58.206 S I -1'-S _ 58.205 6 -i'-5 j� { 36.566 7 -1'-6 35.778 8 2'-8 SUPPly 32.605 10 1 ]Y-7 25.833 12 10'-7 23.660 �— 14 1C'-7 21.982 16 10'-7 - F- I 21.271 jjj 18 20 •_- 101-7 10'-7 _ 1 ' 20.G 13 &0 M.E.P.CAD, Inc. WALtoSPRINK 2018 v14,3., 12112/2018 L41:59PM Pale 5 job Name: FLQKESTA Re:;rnote Area Number: 2-20'X2Ce SPACING Date: 12il2t2_0 I a Notes RitingMevice (Equivalent Length} El`,vfpe) Fixed Pressure Lasses; when applicable, are added I D, dirertly to (M) and shown as ni Pq Node I Elev I (Foot) [('Factor H'ow added this step riminalID L2ri _;i c t,?,- 0 -Tk_'c' Per Un'K 1.r_,.v;flT ;cktal j, p * i) F Z' L'! 3 I " U-11 Node 2 Elev 2 (Foot) rotal Plow Actual ID 201 101-1 4.9 21.02 a i.vIt -'S) 'I s .0 13.40Q —9-Route I Sprinkler, E (41). TV) T(3) 0.2 6236 4 0 3 MG. 3 0- C, 5 18 10'-7 10'-7 21-02 ft87413 116 10'-7 8,72 C.3740 _ 16 14 10'-7 1 U-7 8.72 0.8740 .150 21,271 0�0451 03 0_71 G 14 10'-7 2 j82 k E (4"', Z-Tr(i t) 37 _3 1 12 10'-7 8-72 0.6740 12 1 G-7 4.32 23 6K Flow (q) from Route 3 3Tr(I At B3 I S 3 1 SD 074- 5 91 10 i 10 8 101-7 1 OW 2`-8 13,C4 .... . .. .. 21-02 �C).$,'4022-1 17-, 2 5. 533 Flow (q) from Route 2 AU' 35", EE(1'), f(-0-000), 2Tr(! aCWS'), cplg(l'), BASE OF RISER 3 S 3 1 8 150 1 32-605 0-105673 434 10.106 600 V-8 21.02 1.0250 5D0 11-B 5. 00 11 (S., e 8'-2 150 3'3, 144 2E 6-2 i3 IV 27 7 26.02 1,0250 7 -10-6 1 Y. 50, I 120 36. 7! 8 SU r -5183 (1,005 6 -14-6 26,02 1.3900 2.784 C"See 30'-1 "66 1 C, 568 Wmv{-14.028)k T 0,181233 5 _1'-6 E 26.02 D,9950 19.637 5 Sup 327-2 07-2 J': CIL4 58.205 4EE(I T(524-1 0) L T98-_00 & 4; M.E.P.CAD, Inc. ',!I, � A -.j 1; S P R I N K 2013 v 14-3 11 ;1 ;' .' -,2.-;2/2(M 2:4204PM Page 6 Job Name: FLORESTA Remote AreaNumber: 2-20'X20' SPACING Date: 12/1212018 P-1poInformatson Node 1 Eiev 1 (Foot) I{ -Factor Flow added this step W Nominal Ill Fittings & Devices Equiv.(Foot) (Foot) ( ) Len"i (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PI) and shown as Fitting Pf Friction Loss Per Unit (psi) Efev[Pe} Node 2 Elev 2 (Foot) Total Flow (4) Actual ID Totaloot (Foot] Friction(PI) 4 -11-6 9.37 8 (See Notes) 62'-4 150 58.206 Flow (q) from Route 4 T(52'-10) - — 0.000007 3 -1'-6 26-02 7,9800 135-2 0.001 3 -1'-6 12 (Ste Notes) 85'-4 150 58_207 E(36-2) 36-2 0.0000D9 2 -1'-6 26.02 11.65D0 121'-6 0.0D0 2 -1'-6 8 (See Notes} T-10 150 58.207 Water Supply 0.000007 1 -1'-6 26-02 7.9800 7,-70 I 0.000 1 0 CU 58,207 Nose Allowance At Source Total(Pt) Route 1 1 26-021 18 10'-7 I 8,72 .:, (gee i(Stes) 26'-4 150 20 613 , • • --Route 2 • - • • - Flaw (q) from Route 'I 3Tr 1 " 3' 0.085195 -- _ _ 2.503 20 10'-7 i2.70 , 0.87-. G 29'-4 20 10'-7 3/� (See Notes) 52' 150 23.116 Tr(1') I 19 0-038238 10 10'-7 7,98 0.8740 71' 2.716 25.833 Total(Pt) Route 2 20 10'-7 J 1 !4 (see Notes) 32'-2 150 23.116 •••••Route3•-••• T(3') 6Tr(1'), T(T) 12' W 44'-2 0.012311 12 10'-7 4.32 0-874p 0.5dd 23.660 Total(Pt) Route 3 S -1-6 (`'-6_•� (5�2 Notes) 1040'-8 150 58.205 • • • • • Route 4 • - Flow (q) From Route 1 11 EE(1T-7), T(52'-10, 202`-3 3 DA00001 4 -14-6 S.37 7.9800 1242 O.G01 58.206 Total(Pt) Route 4 [aA M.E.P.CAD, inc. ` ? AutoSPfilid ; 2G I s vi$.3.1 �.'_i 2.20'X20' �SPAGiNG 1211212018 2AZ2 04PM Page 7 Job Name: FLORESTA Remote Area Number 2-2UX:j,7 SPACING Gate: F=quivatenf Pipe LenglhsofValves 3tsd Filting5 (G=120 ci iyj ' ��- - L;[ Actual Inside Diameter 4.97 'd!., 01 C +. 01. 130 v t4.G 150 Schedule 40 Steel Pipe 1:;'q r=cc'.Or L.7-La1.1 S fi �-,43 1.,rs1 ALV Alarm Valve BaIV Ball Valve C Crass Flaw Turn go' CV Check Valve E 90° Elbow Eel 22% Elbow FDC Fire Department Connectir fig Flange g Gauge Flo Hose Hyd Hydrant Noz. Nozzle PIV Post indicating Valve PRV Pressure Reducing Val,..-; sCV Swing Check Valve St Strainer u union Z Cap BFP F "evv;IF.r cplg Couf--liilrl DelV Dc:'ag;a 4ulve EE 45' Elbr.vr f Flow Device fE 90o F-fei.ockj'Mi E!f:r:r FN Fl ),:"ng Node Glov Glad:, Valve Hose Hos., Pf Pump �n PO Pipe 011ftt red Red;:u;r/.lamer SFx Seismic, Fiex T Tee FIowTcirn Dg' VVirF Wrsl7 , aT=- — �_ i = Jam- Y.. -- .. b uu,:li ng B,V 3U,14"rfiy Valve Cr Cvo5!. Run DPV Drj Pipe Valve Eel Elbow fd Flex i;,-ap fEE 45" FireLock(T(W) Elbow t7 FireLock(TIM!) Tee GV Gate Valve WV Hose Valve macT P°e^l�E3r:iCc",I 't�F.� P2 Purnp 0-ut PrV R'FIief Valve S Su f I'/ Spr spnnkle.- ir ree P's: r VVNW lr,'a?er ;deter Valve + 11A,E-P.CAD, Inc. 114. AuloSPRINK 20'13 .+14.3.10.1] 018 2 A2:04PH.1 !lvi95 8 IRM viX a. I11Y1 _._.______.__.-__- 1 _ L I 7° Cl 4 ` I EAT ' ` - 10 .1. I}1" L . REMOTE AREA'/ BCC U 46116 SPA I 7,"-.� Jrt I 1�2 / , .0$ l L 2. '-2 DIN 3/4 x 10'-0 TO 1ST F LR '-10 REMOTI 0' b' J A, Bk 254 3/4 f,r UPS4' TO F.A. U Ll GARAGE 00, i I'll' °° OPEN T BED I l l %-* 1_ 11% 1_%_t %-o -1 1 I �-/ 17 SEE RISER DETAIL FIRST FLOOR PLAN r t� SCALE: 1/4" = 7'-0" 'J T-1 `iCL 4r; cL, �. 0. Sft 34 X '10' -0" I T FLR SECOND FLOOR PLAN ' 3 5 ' 9 SCALE: 1/4" = 1'-0" lu 2 4 6 B 10 REMOTE AREA 1 N Ln L 0 X CIO L[} O 0 CID f/�� 0 m �y C+17 //mayy Li �0 V �0 L J CD y� � L L �0 V �1: 4') to .C��I ` V L'J T ccl Lu 3 C W It 2 E W � Lu E ,... x w ILL Lf E�"# a w f ✓�5 %.,A. ul / /7 �e /yl L.L Lu L.L w cr z C Lu or_�V•yw a!w J < J 0 0- Q H >- d H H Lu W U- 0 0 i in L2\\ L� REMOTE AREA 2 N W co fq 5 4 � �1 co 1q V V % Y } 0rC�� 1— 1— 0 yi��t`Lo ci L6r 4 N 0 N k Y Itt + I L Z 1i ILL (D Lu Z) E LL to z I.L co Im 03 < 0 co < Z ``' 0 T Lu Q t 0 0 � � � n ' a m m co O W IL <ww Uj m b p�LL� S ow uJ F QZ< �w Q� m z n n m W i Q0QH-tr Q 0S 2WS7 omo<d<H-w y_ (� a � i W f 2 7 i= dr zF-moF—z Wl3 4CA Lu d cr-ZmIW�#QOC15 w Lit 2 WWftfkLwo4 EI m ui W Lu a z wj w x N 11J cx LL tL LL LL ��. Fa- w (3 LIJ w lz to b 0) CL L3 tj 2 �-D CL to �p to 1� 0 ,tr,'( 1 01V Co+,� f O or cA r c Li u,k a ��I j i U a IL IL a rZ A TITLE: SPRINKLER PLANS PRO.JEUNO- 16203401 aRAVYN MA I ELL FULLMER DATE: 0912512018 SCALE 114" = 1'-0" U.O.N. $HF"_ F P40 L�L I�0 7a N8 :, r ��. MA. B r 1 r!7- ..MA. B";4. ` B E D 5 OPT a V C -TI 71 -71 T-- 'T 'I SCALE. 1/4 = � !d LIED OF BOND ROOM �1 - . 2 4 6 8 10 9 i ION ow fOL,4N �x�° N.T.S 6' J 7" H UMT'H 2 2 GIRT RM. I..I I DINNING I 3 { Try Tlt7 5 `t� I '- '-4 3'-4 KITCHEN,I ICLG F 5 -5 TT"A-� TV r } 1.I.e OPT. MODEL BEAMS �� L:1 AT DINING/GREAT R.M. SCALE: 114" = 1'-0" UTILIZING VIKING ATTIC HEAD VK896) CPVC PIPE CAN BE USED TO P OTECT FA.U. IN ATTIC. CPVC PIPE TO BE TUBE INSULATED, IF REQUIRED FOR FREEZING. DEFLECTOR ORIENTATION SHALL MEET NFPA 13 REQUIREMENTS 8.3.7 Sprinklers shall not be required for cell g pockets that meet a following conditions. (1) Th total volume of all unprotected ceiling pock in a co part ent does not exceed 100 ft3 (2.8 m3). (2) The a ire floor under the unprotected ceiling po et is protected b the sprinklers at the lower ceiling elev tion. (3)* The inte for finish of the unprotected ceiling pock excluding de c rative treatments is noncombusti a or limited -corn stible material. (4) Skylights of exceeding 32 ft2 (3 m2 shall be pe itted to have a pla tic cover. Q p LU J 2 < Lk— LLI ILZ t15 W� < M :in 0 i = 0zu-6C3 ¢ 7 =Le 0 Ulm WW - � u. {J 7_JF Mw � m-�-taznHWzOS sz w LLC7.a=0pno6J10 iL zwa�y wW Fu4=Q � � m01-0 m � u Y q, CJ a 4. LD (JD LLI C� CM M H .. _ , WC W W� Wo o anti cc a LL 13L 1- TIT I F..- SECTION VIEW N0J E= W0 ' 16203401 DRAvvm. IMRAXWELL FULLMER PATE: 0811312018 SCALE-, A NOTED BHEET. FP50 Hydraulic Calculations for Project Name: FLORESTA Location. TRACT# 36762, LAQUINTA, CA, Drawing Name: PLAN 1 X Calculation Data 12/12/2018 Design Remote Area Number: 1-16'x16' SPACING Remote Area Location: BONUS ROOM Occupancy Classification: Residential Density: 0.050gpmtft2 Area of Application: 512.00ftz (Actual 256.90ftz) Coverage"per Sprinkler: 256.00ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 2 In -rack Demand: NIA gpm at Node: NIA Hose Streams: 0.0 gpm at Node: 1 Type: Allowance at Source 5.00 at Node: 500 Type: Hose Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 31.08@ 67.851 Type of System: 13D Volume of Dry or PreAcbon System: NIA for Node: 1 Date: 07116/2018 Location: located on jefferson at. Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor:ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-5065 Name of designer: MAXWELL FULLMER Authority Having Jurisdiction Notes: Automatic peaking results Left: NIA Right: NIA M.E.P.CAD, Inc. JlAutoSPRINK 2018 v14.3.10.0 1-16'x16' SPAC 12/12120189:08:59AM Page 1 n gHydraulic Summary Job Number_ 16203401 Report Descrlptlon: Residential 0 -1 6'xi 6' SPACING) job Job Numb.r O..fpn Erp`avr 16203401 MAXWELL FULLMER J.b le— Sum CaellwtloM.kenw W mbor FLORESTA AHJ Adirc.. t TRACT# 36762 Add— 2 Job SIMiBwEInO LA QUINTA, CA Pod—.] Omwng Home - PLAN 1 x I Remote Area(s)Most Wma61p spr r %w Oeas o R—y J.h £wia 4,9 K-Factor 13,00 at 7.039 Residential n...Au —At Svuro. I nm.hy ' A WApplatlm 0.00 0.050gpmm 512.00fF (Actual 256.90ft2) Add m.l ilea Suppllaa Numbs Of%AnM—Glwf.t.d Cavare PVWnkW Node Flow[aoml 2 256.00ftl Hose At Node 500 5.00 AuloPeek Pasub Pm—oF« Remcb Am(&) Adlownt Ta Mwl Rempe Arm row Nwe sneme 5.00 syer.m Fh- Demand rwl waW Ra¢dred lrnduai.p Wow Ad~ftj 31.08 31.08 Mulmum f —.. llnb.1— In L.ep. 0.000 Monmum vowhy lash Gourd 13.95 between nodes 10 and 12 AJ.ek..m Ytixy urwe• cm;,rw 12.82 between nodes 5 and 6 vnbrne upectyef Deer Ppes vwme np.a[y el al'Rlbe 6777.95gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (psi)(psi)m (psi)m i (psi) 1 Water Supply 103.000 1 91.000 1 3000.00 102.997 31.08 67.851 35.146 Contractor Canbedof NUMW Caved Nunn Canucl Tiuo 950378 Maxwell Fullmer N.- of Kannem' Prone Emenrm ON GUARD FIRE PROTECTION 909-225-5065 Adtlr.e. n FIU{ .. 6438 ARVILLE STREET — Add.-2 LAS VEGAS, NV 89118 e-m:. max@onguardfp.com Aodrae3 WePslle & 0 M.E.P.CAD, Inc. yd AutoSPRINK 2018 v14.3.10.0 1211=018 9:08:21 AM Page 1 Job Name: FLORESTA Remote Area Number: 1-1VxV SPACING 150 Hydraulic Graph N 125 Date: 1211212018 - - - - — Water Supply Summary Sheet Node: 1 vaoahte rant Pm 148 fatIC Pre=We Supply ure 103. 102.997 92.700 (90%) .00 � 41 Ot)D 3000-00 81 900 I 1.06C 67A51 _ ysaem demand curve 2400 3M 3800 4200 now - 9Pr^ 4800 5400 8000 L� @ M.E.P.CAD. Inc. 4A AUMSPRIMK 2018 V14.3.10.0 12F72f2018 8:09:09AM Papa 2 Nil®Isurb r dab Number: 16203401 & 0 M,E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.10.0 1211212018 9:09:17AM Page 4 Jab Name: 1=LaRESTA Remote Area Number: 1-16'x16' SPACING Date: 12/12/2018 Supply Analysis Nods Name Static (Psi) Residual Flow (psi) @ (9pm) "labls Total Demand (psi) (9Pm) Required Pressure (PSI) 1 Water Supply 103.000 91.000 3000.00 102.997 31,08 67.851 Node Analysis Node Number Elevatlon (Foot) bode TUPe Pressure at Node (psi) Discharge at Node WPM) Notes 1 -2' Supply 67.851 31.08 101 17'-4 Sprinkler 7.039 13.00 102 17'-4 Sprinkler 7.128 13.08 500 1'-2 30.928 5.00 2 -2' 67.851 3 .2' 67.851 4 -2' 67.850 5 -2' 67.848 6 -2' 37.933 7 -2' 34.059 6 2'-2 Supply 30.337 10 9-7 22.147 12 9'-7 15.182 14 9'-7 15.058 16 9'-7 14.308 250 17'-10 8.852 252 17'-10 8.740 &0 M.E.P.CAD, Inc. M AutoSPRINK 2018 v14.3.- 12/12/2018 9.09:23AM Paw 5 Job Name: FLQRESTA Remote Area Number: 1-16'x16' SPACING Data 12112J2018 Pipe Information Node 1 Eler 1 (Foot) K-Factor Flaw added this step (q) Nominal I0 Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) otes Fittingl0evice (Equivalent Length) Fixed pressure Losses, when applicable, are added directly to (Pf) and shown os Fitting (Foot) PF Friction LgsS Per Unit [Psi} Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q)n Actual 10 Total (Foot) Fricdon(Pf) 101 17' 4 4.9 13.00 '/, (See Notes) 13'-4 150 7.039 • • • • • Route 1 • • • • • Sprinkler, E(4'), T(3') 7' 0.094407 -Q.217 252 17'-10 13.00 0.8740 20,-4 1.918 252 17'-10 a/4 11'-1 150 8.740 0.010080 250 17'-10 3.88 0.8740 11'-1 0.111 250 17'-10 13.08 % (See Noses} 1*-10 150 8.852 Flow (q) from Route 2 T(3') 3' 0.154423 3.577 12 9'-7 16.96 0.8740 17'-10 2.754-4 12 9'-7 8.12 // 9j4 (see Notes) 17' 150 15.182 Flow (q) from Route 3 3Tr(1') 3, 0.342322 10 9'-7 26.08 0.8740 20'4 6.965 10 9'-7 1 (See Notes) 15'-8 150 22.147 E(5'), EE(1'), f(-0.000), 2Tr(1') sCV(5'), cplg(1'), BASE OF RISER 29' 0,111196 3.224 8 2'-2 26.08 1.1010 44,-8 4.965 8 2'-2 1 1' 150 30.337 0.157532 0.434 500 V-2 26.08 1.0250 1' 0.158 500 V-2 5.00 1 (Sea Notes) 8'-2 150 30.928 2E 0.217912 1.359 7 -2' 31.08 1.0250 8'-2 1.773 7 6 -2' 1'/9 59 120 34.059 0.077371 0.005 -2' 31,08 1.3800 50' 3.869 6 -2' 1 (See Notes) 30'-11 150 37.933 WMV(-22.120), T 0.251831 5 -2' 31A8 0.9950 W-11 29.915 5 -7 8 (See Notes) 322'-2 150 67.848 4EE(13'-7), T(52'-10) 10T-2 QA00004 4 -2' 19.89 7.9800 429,E 0.002 4 -2' 11.20 8 (See Notes) 82'-4 150 67.850 Flow (q) from Route 7 T(52'-10) �_ 52 10 0/000010 3 -2' 31.08 7.9800 135'-2 0.001 & 0 M.E.P.CAO, Inc. 'f AutoSPRINK 2018 v14.3.10.0 1-1Vx18' SPACING 12112/2018 9:09:28AM Page 6 Job Name: FLORESTA Remote Area Number: 1-16x16 SPACING Date: 1211212018 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step M Nominal ID Fittings & Devices Equiv. Length {Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when appare added directly to (Pf] an Pf) and shown as Fitting (Fcat) Pf Friction Loss Per Unit (psi) Elay{Pa] Node 2 Elav 2 (Foot) Total Flow (Q) Actual ID Total (row) Friction(K) 3 -2' 31.08 12 (See Notes) 864 150 67.851 E(36-2) 36'-2 0'000002 2 -2' 11.6500 121'-6 0.000 2 -21 8 (See Notes) 7'-10 150 67.851 Water Supply 0.000010 1 -2' 31.08 7.9800 T-10 0.000 0.00 67.851 Hose Allowance At Source Total(Pt) Route 1 1 31.08 102 17'4 4.9 13.08 (See Notes) 13'-4 150 7,128 ..... Route 2 - - • • • Sprinkler, E(4% T(3') 7' 0.095509 -0.217 250 17'-10 13.08 0.8740 20'-4 1.941 8.852 Total(Pt) Route 2 14 9'-7 5.91 + 3.21 3/4Flow 2'.6 150 15.058 ..... Route 3--••• (q) from Route 4 and 5 0.049005 12 9'-7 9.12 0.8740 2'-B 0.124 15.182 Total(Pt) Routs 3 16 9'-7 9.12 3/. (See Notes) 28'-2 150 14.308 • • • • • Route 4 • • • • • Flow (q) from Route 6 3Tr(1'), T(3') 6' 0,021986 14 9'-7 5.91 0.8740 34'-2 0.751 15.058 Total(Pt) Route 4 16 9'-7 9.12 % (See Notes) 88'-11 150 14.308 • .... Route 5 ..... Flow (q) from Route 6 7Tr(1'), 2T(3'), E(4') 17 0.007087 14 9'-7 3.21 0.8740 106-11 0.751 15.050 Total(Pt) Route 5 252 17'-iQ 3.88 '/. {See Notes) 26-7 150 8.740 - - • - - Route 6 - - , • • Flow (q) from Route 1 2T(T), 2E(4') 14' 0.049005 3.577 16 9'-7 9.12 0.8740 40'-7 1.990 14.308 Total(Pt) Route 6 5 _ 4 -2' 19.89 8 (See Notes) 1040'-6 150 67.848 • • • • - Route 7 - - • • - Flow (q) from Route 1 11 EE(13'-7), T(52'-10) 202'-3 0.000002 -2' 11.2Q 7.9800 1242'-9 0.002 67.850 Total(Pt) Route 7 & 0 M-E.P.CAD, Inc. -IN AutvSPRINK 2018 04.3.10.0 1-16'x16' SPACING 1211212018 9:09:28AM Page 7 Job Name: FLORESTA Remnte Area NumhAr- 1 A RY19 SPACING hate: 12J1212018 .quivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 _ Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle V&m b Bushing BeIV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cpig Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve ❑PV Dry Pipe Valve E 90' Elbow EE 45" Elbow Eel 111/4* Elbow Eel 22Yz° Elbow f Flaw Device fd Flex Drop FDC Fire Department Connectic fE 90' FireLock(TM) Elbow fEE 45" FireLock(TM) Elbow fig 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 UE Lang Turn Elbow mecT Mechanical Tee Noz Nozzle . P1 Pump In P2 Pump Out PIV Past Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Vavve SFx Selsmie Flex Spr Sprinkler St Strainer T Tee Flow Turn 90' Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve z Cap &C M.E.P.CAD, Ine. IN AutoSPRINK 2018 v14.3.10.0 1-16'x16' SPACING 12/12/2018 9:09:27AM Page 8 Hydraulic Calculations for Project Name: FLORESTA Location: TRACT# 36762, LAQUINTA, CA, Drawing Name: PLAN 1 X Design Remote Area Number: Remote Area Location: Occupancy Classification Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: 2-20'x20' SPACING BEDROOM 4 Residential 0.050gpmlft' 400.00ft2 (Actual 226.83ft2) 400.00ft2 Pendent 1 In -rack Demand: NIA gpm at Node: NIA Hose Streams: 0.0 gpm at Node: 1 Type: 5.00 at Node: 5G0 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.00 @ 67.790 Type of System: 13D Volume of Dry or PreAction System: NIA for Node: 1 Date: 0711G12018 Location: located on jefferson st. Source: COACHELLA VALLEY WATER DISTRICT Name of Contractor.ON GUARD FIRE PROTECTION Address: 6438 ARVILLE STREET, LAS VEGAS, NV 89118 Phone Number: 909-225-6065 Name of designer: MAXWELL FULLMER Authority Having Jurisdiction Notes: Automatic peaking results Left NIA Right: N/A Calculation Date: 1211212018 Allowance at Source Hose M.E.P.CAD, Inc. ijJAutoSPRINK 2018 v14.3.10.0 2-20'x20' SPAC 12/12/2018 9:47:42AM Page 1 Hydraulic Summary Job Number: 16203401 Report Description: Residential [2.20'x20' SPACING] Job iob Nun■w Dmign EnbYna 16203401 MAXWELL FULLMER $ndn Ca1111L-j2.1k -rb-Aw .. - Job N■— FLORESTA mod.■., - AM TRACT# 36762 xw sawe■id.g Ad 76u INTA, CA Dmo g N■ o _ fWdrmd 3 PLAN 1 x m Remake Area(s) *.I D—dlrg SIMMIe. D■1e 01—w y I one snm. 4.9 K-Factor 21.00 at 18.367 Residential KM ARb,1,1m:e ffisw Comity M&a4AF llWIan 0.00 0.050gpmW 400.DDft2 (Actual 226.83ft2) Addlkdn■i ws.prl■, Nnm6■r of ss>„ra..a Cik,4 C■ Ip Pw SOAW Node Flaw{aam] 1 400.ODft2 Hose At Nod e500 5.00 a dP■.k1400h:PA66W6Fartvar.■esA0414)Adl■uWToWit kwnolaArds tool Koo ma" 5.00 3yHem Flow Demam Taal 4Y■Yr R■ddlM [■.rwd■q Hne AVdrwna) 26.00 26.00 fda64mnn pr■■■ure u■balu w In �wA■ f].000 M"mym VpWty More Gn d 11.23 between nodes 254 and 201 M.A.— Va Jty Undo, 0-0 10.73 between nodes 5 and 6 Vpuan■ o■p■trly of VM Pp■■ Vnlu...Wty Vf Ory P" 6777.95gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name m(psi) i m)(psi) m) i) (psi) 1 Water Supply _ 103.000 91mo 3000.00 102.990 26.00 67.790 35.208 Contractor Cmbeelar Numb■r C L.W N■.ne cawen rue 950378 Maxwell Fullmer Name atcanlswor: P1.y.0 ruMn 1. ON GUARD FIRE PROTECTION 909-225-5065 FAX AdV=1 6438 ARVILLE STREET Add— a— LAS VEGAS. NV 89118 maK@onguardfp.00m Adorn. 7 w.asa. �i 0 M.E.P.CAD, Inc. 1:6 AutoSP R I NK 2018 v14.3.10.0 12/1212018 9A7:24AM Page 1 Job Name: FLORESTA Remote Area Number. 2-20'x2(Y SPACING 150 135 - 120 - 105 - 90 - a 75 - a 60 45 - 30 - 15- 0 0SOD 1200 18W 2400 Hydraulic Graph N'" Cates 121121201 S - Water Supply Summary Sheet Nade:1 W+!aI�WB SUPPN !Stkc. Pressure 103. fd6.00OI102.948 Static, Pressure 92.700 (90%) 006,D0 0 91.000 190%) 'System demand I curve 3000 36°0 4200 4800 5400 sow Flow - gpm &,Q M.ERCAD. Inc. 41 AutoSPRINK 2018 04-3.10.0 12/12/2018 9:47:50AM Pape 2 'Rig Isummary Of Outfiowing Devices Jab Number: 16203401 Report Description: Residential (2-20'x20' SPACING) Actual Flow Minimum Flow K-Factor I Pressure Device m ,' Sprinkler 201 1 21.00 21.00 4.9 18.367 Hose 500 5,00 5.00 0 42.767 c> Most Demanding Sprinkler Data & 0 M.E.RCAD, Inc. A AutDSPRINK 2018 04.3.10.0 12112/2018 9-47:56AM Page 4 Job Name: FLQRESTA Remote Area Number: 2-20'x20' SPACING Date. 12/12/2018 Supply Analysis Node Name Static (Pe4 Residual Flow (psi) WPM) Available Total Demand (psi) � (gpm) Required Pressure (psi) 1 Water Supply 103.000 91.000 3000.00 102.998 26.00 67.790 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Discharge at Nobel Node Node (poll WPM) 1 -2' Supply 67.790 26.00 201 17'-4 Sprinkler 18.367 21.00 S00 1'-2 42.767 5.00 2 -2' 67.790 3 -2' 67.790 4 -2' 67.789 5 -2' 67.787 6 -2' 48.185 7 -2' 45.400 8 2'-2 Supply 42.228 10 9-7 35.678 12 9'-7 31.014 14 9-7 MAU 16 9-7 29.943 250 17'-10 26,236 252 17'-10 25.493 254 17'-10 24.667 &0 M.E.P.CAD, Inc. -01 AutaSPRINK 2018 04.3. 12/12/2018 9A8:02AM Page 5 Job Name: FLORESTA Remote Area Number: 2-20'x20' SPACING Date: 12l1212018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings 8 Devices Le EengtLength (Foot) Length (Foot) G Fact -or Total(Pt) Notes FittinQ104Wce (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot] Pf Friction Less Per Unit (psi) EIeV(Pe) Node 2 HIC►r 2 (Foot) Total Flow R Actual 10 Total (Foot) Frlction(Pf) 201 17'-4 4.9 21.00 % (See Notes) 14'-5 15O 18.367 • • • • • Route 1 • • • • • Sprinkler, 2E(4'), 2T(3') 14' 0.229253 -0,277 254 17'-10 21.00 0.8740 2$,-5 6.516 254 17'-10 % 1T-3 150 24.667 0.067320 252 17'-10 10.83 0.5740 1r-3 0.826 252 17'-10 34 11'-1 150 25A93 0.067320 250 IT-10 10.83 0.8740 11'-1 0.743 250 17'-10 % (SBe Notes) 14'-10 150 26.236 T(3 ) 3' 0.067320 3.577 12 9'-7 10.83 0.8740 17'-10 1.201 12 9'-7 + 10.17 %4 (See Notes) 17'-4 150 31.014 Flaw (q) from Route 2 3Tr(1') 3' 0,229253 10 9'-7 21.00 0.8740 20'-4 4 664 10 9'-7 1 (See Notes) 151-0 150 35.678 E(S'), EE(1'), f(-0A00), 2Tr(1') sCV(S), eplg(1'), BASE OF RISER 29' 0.074468 3.224 8 2-2 21.00 1.1010 44-8 3.325 8 2'-2 1 1' 150 42.228 0.106499 0.434 500 1'-2 21.00 1.0250 1' 0.105 500 1'-2 5.00 1 (See Notes) 8'-2 150 42.767 2E 0.156619 1.359 7 -2' 26.00 1.0250 8'-2 1.274 7 - 6 -2- -2' 26.00 1'/ 50' 120 45.400 0.055609 0.005 1.3800 50' 2.780 6 -2' 1 (See Notes) 30'-11 150 48.185 WMV(-14.000), T 0.180997 5 -2' 26.00 0.9950 3O -11 19.602 5 -21 8 {See 1 Nam) 322-2 150 67.767 4EE(13'-7), T(52'-10) 107'-2 0.000003 4 -2' 16.63 7,9800 429'4 0.001 & @ M.E.P.CAO, Inc. Affl AutoSPRINK 2018 v14.3.10.0 2-20'x20' SPACING 12/1M018 9:48:08AM Page 6 Job Name: FLORESTA Remote Area Number: 2-20'x20' SPACING Date: 1211212018 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) (dotes Fitting/Device (Equivalent LengthPf Fixed PressureLosses, when applicable, are added directly to (Pfl and shown as Fitting (F�) Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(M) 4 -2' 9.37 8 (See Notes) 82'-4 150 67.789 Flaw (q) from Route fi T(52'-10) 52'-10 0.000007 3 -2' 26.00 7.9800 135'-2 0.001 3 -2' 12 (See Notes) 85'-4 150 67.790 E(3fi'-2) 0.000001 2 .2' 26.00 11.6500 121'� 0.000 2 -2' 8 (See Notes) 7-10 150 67.790 Water Supply 0.000007 1 -2' 26.00 7.9800 7'-10 0.000 0.00 67.790 Hose Allowance At Source Total(Pt) Route 1 1 26.00 14 9'-7 6.60 + 3.58 % 2'-6 150 30,862 •epee Route 2 e e e e e Flow (q) from Route 3 and 4 0.059964 12 9'-7 10A 7 0.8740 2'-B 0.152 31.014 Total(Pt) Route 2 18 9'-7 10.17 {See Notes} 28'-2 150 29.943 sees • Route 3 e e e e e Flow (q) from Route 5 3Tr(1%T(3') 61 0.026902 14 9'-7 6.60 0.8740 3,-2 0.919 30.862 Total(Pt) Route 3 16 9W 10.17 % (See Notes) 88'-11 150 29.943 e e ' e ' Route 4 e e e e e Flow (q) from Route 5 7Tr(1'), 2T(3'), E(4') 17' 0.008672 14 9'-7 3.58 0.8740 105'-11 0.919 30.862 Total(Pt) Route 4 254 17'-10 % (See Notes) 14'4 150 24.667 • • • • • Route 5 • • • • • T(T) 21F 4W), T(3') 14' 0,059964 3.577 16 9'-7 10.17 0.8740 28,4 1.700 29.943 Total(Pt) Route 5 5 2' 16.63 8 (See Notes) 1040'-6 150 67.787 s e e•• Route 6 e e e e e Flow (q) from Route 1 11 EE(13'-7), T(52'-10) 202'-3 0.000001 4 2' 9.37 7.9800 1242-9 0.001 67.789 Total(Pt) Route 6 h& Q M.E-RCAD. Inc. 4-j AutoSPRINK 2018 v14.3.10.0 2-20'x2O' SPACING 12/1212018 9A8:08AM Page 7 BLrAZEMASTER 2000 PIPE - -- TABLE N- ONE POINT OF RIETRA€tf T S- ...----- -- -,-•- I 3DR 13.5 tJ4 M F"2} NOMINAL PIPE LESS THAN 106pei GREATERTIAM 7.00p%F HANGER €PACING E i NOraiINAL SZE MAX SPACNG (mm) feet (ml1-i14INHJtCN@5 FI-V2T6'iiik��k�- - TAOLE Ill -TWO POINTS OF RESTRAINT -----.-- -, NOMINAL PIPE LESS THAN IWpm GREATER THAN 117 pm- 1-414" (32,p) ¢,b' (2.0} SI2£ 1-1R" (40.0) - C' 421}-- 1 2' (50.0) J3.b' (2-4) -_. 1 1 4.IN31-1 .__ 9 B' _- - - - - 1�i 12t $ kNC##Er$ T T i 2-112" (e50) 9.17 � (2.7)- I I M' N. ice- _ N. - - -- MAX MAX. I RESTAW rJ RP3TNT Tvlto-porINT HANGER SPACING DETPJL (NT ) r4i+1 I • SPECIFIC A7 sPRJUKLER vxass 1. DESr-WXgX* Tyr" Vlkika rwc LFrar4" ,.Ri9Ye k a +K•r','ra +R4rlf.ra+r rr,anralPd slssas y"t+,klnr m„ P-4d-FL o.p+.+W Na! 1f s'■ram k- RrW vOrrlC+w.dN.Ekrk �arx*J Sib[ 'iwxx Maxlmurn Aliawable Distalnca Ddstame tram Sprinkler to of Deflector Above Bottom of 1 Sloe of Obstruction (A) Obstruction (11m) ( Leas than I- fto less then 1 ft 6 in, 0 1 ft 6 in. to kms than 2 It 1 2 ft to less than 2 ft B in, 1 2 ft 6 in. to less than 3 fit 1 � a ft to less than 3 ft 6 in. 3 3ft6in. toless than4ft 3 4 ft to lass than 4 ft 6 in. 5 4ft6in. tok sthan5ft 7 5 ft to less than 5 ft 6 in. 7 5 ft 6 in. to less than 6 ft 7 6 ft to less then 6 ft 6 in. 9 8 ft 6 in_ to less than 7 ft 11 ! A 7 f# and greater 14 Garage Instailation Specifications shall only apply for the instaIlab un of U L Listed Hlaze Master CPVC pipe and fittings in garages requiring sprinkler protection per NFPA 13D and NFPA 13R. Bla2eVaster pipe and fittings for garage Installations. - Installation Requirements Protection. BlazeMJaster pipe and fittings shall be installed concealed behind protection consisting of a rninimurn of one layer of 318" thick gypsum or 'A" thick plywood. --,- f t NOTE: ALL PIPING MIDST BE COVERED WITH INSULATION TO PREVENT FREEZING_ GUARDIAN R-30 9" THICKNESS. TG: r �� • DROP AND INSULATION DETAIL 8.2.5* Obstructions to Residential Sprinklers. 8 2 7 Clo t 1 11 I t d rt is - I d- B_2.5.64 Shadow Areas. Shadow areas shall be permitted in the protection area of a sprinkler as tang as the cumulative dry areas do not exceed 15 f12 0 4 m2) per sprink Wr Allowance for Friction Loss in Fittings for TFP Blazemaster CPVC se Q.. I - a 1. one s art comp= men ,Inc u 1ng 1 those housing mechanical equipment, that are not larger than :_. (Equivalent Feet of Pipe) 1 400 ft3 (11.3 rn3) 1n size, a single sprinkler at the highest calling TES Fitting Size (in.) %0 1* 111W 1W 2' 2 3' spaC::e shall be sufficient without regard to obstructions or, T 11- - 3` 6 8 10 1 16 I Minimum distances to wall_ 11p SMOKE DETECTORS Nvaprinkrers miter be +r+.�••r•�surh First U,ara writ Ao no pr(rrC SJO■�ces &hre;eod from ■pray r,y pgrTaJnJI*, '*'P& cwvFv#'*' OLµyrlang■ qr Prhrrp■rTa 4Y fJFe JfwatrJrfh7 wUreYwr. �y`..- JLfr {•y�,+w.�� Iie2 VEkiDa C 210N hVAM fld PER flirwe, tirl.r' 119-s JAI 49059 1770 » A"P'ff *F 4Ja'MKk[ a wM,0r -h carer xrL-i C.. d fWd Ay NFPA i7, 176 Cr 03M .-I he Reef - s rr az 4 TRACT NO, i�489 0- 7 j Tewpnow:2G>�$4S-MI iNrrJli � Bi7 -T 1 Fdk $ $1 # 64 I,rn3ik # CIIdUtS vEklitptOrp CCr11 r are n oe Jrer Loa o.o a .y7nx,■,s mart n■r�no•v �• arw a varrrca r.rraaeo ` & ry "- J I I j I I - �, � Jr7c onJ! rho COFru f'fam pravJeod wHJI Ff,a ln4rl2f Rr.fJF1L.:. fhtr iprtr>,el�r mu■f be srrurr l+', pray.. i}y refJlr,}• raeLtinrrrp 1Y1 L { TRACT NO. 2 4890 _ 7[ - - � - • -� f7,e e,gTPMJer a}a#aae RJFJrFB f0 the #bVa[,irc. A the sprinJrler Je trot prgpq.Iy rqF Writ !rl JSvarrJoll i"eCtlon forvea rN JrrrrrQ l'reSm sprAhlt l■ropentlon eo Wd arhrrr�orlwrrliron yneJ rCF MAH*Y dJ■rrrbu rbApolrerrk 61 62 63 64 6y 9 MB 225/18-25Onlqf TLarfltl > #� OhLalrt.r- .1 Ira 4Vkiq- p qM Jq 1.0 err 1 1 ,i * l l I La==Lon■ of .pihakl4 rs m4sl Fq I.Ow'1hs Oh9huetl*M1 rrJlds trF NFPA kS 1ar Ra=IdeLrtlal Sprrnkl4rP. i Pi nlin L+PBtlt lnpfr�iJd57 OPP-" 6engr�dSerTrleeCendrpLo � � E J� JR 1lpi J3SP U.S rNlhle' tFClhei ar" 9A" FY ILPCb Thr W d■1 RC-RE2 -4rt-dy h+i WEed In WET PtPE9GrFk lat ¢yelinz Fip 1 7� I 72 11 73 I fi fSI gl43a V}fib 17�P6 I� �Lrya 4� 57 tTp} 51 Ai.A2 - I- - Mr$D"reegrinarop }� � � t.. ai � ar � a.r� � ---� L FPa4 �•� � I � � �I i d Ta!!P■Fal.■e RJIWq APPVmd FWM Fb~ 16 N13D or 11DIM Wr VtJAFa:r--H -=rrg W Pr- pMwntun or nonbe aCW,5 r1 ar lire Float R..pararra A-2W'1F(M d ICI i -9ta3. 2 -E14r Ehre&htorM W.1 RCrRES, title 1. earoaum L. a haaLSO m= n1her Irian ar, mutual fire. �! IrRj .� -,-.,- ! _-. _. - +mi l •-"` LA 'PI�ILdlf aMFar sne.eeS*rx selrra,le Pr:IiJ7rJtiOrJaJSr GY�rrJrnS7Ju fnrcCrrvs+veF vfronmlMur3 % 1 14fiNkm k4mw mF-k- -s .M-. hh. wk><aa r, r daft-d n a. Whin F-w . R Fqd �t� . kF. t'brdr go v4o e.It-� 4nrr¢ by 14D Tnr Ui d•, Rr-- RE S M Ltd ..r h. 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U.abod G&V G C,a¢LrLt, AF W is ma! obo be 6 s, p-d b P-K* 4 =1•5iam n ' w a aWr& lily. w AUtkwkiM SAri Ovm •r.,r rml+.hV Lar•"P• e. an •..brwt Tr.� " • ...+.r. �•! rt Y-6- tO,P wry. wRj. •rr 7lT� d+..,f w*}Qwo ■�F*0*,.t a Ar s c ,J7a,. •r 9.Py.14>w...•:.f y.,umL �a.uy.e _t. rss.:.dF■ an r.:c ■eFxlYa+i1 tyP+ N.+L. +1•.CYi`C rL...Q.rt it■urnurw r.pose.d 1-ffth era "M .0 ,,}--0' f3.1 kL .4h ■ rna..rtw* IkleraF dhrYirhe,e ivrn,r Atha Up,3gM 5va*,Mar A 1>r i'JG6 R.P.1 �aIF.F tin �.rgwY yr tM .k,to. +F iy n:we IL1L.7 J}y 7",gPr:+artid +[ W W 1I•rret YW4 # rho A-L . UWWA y4Rridw, • I.R�...,ru, 6- 1783 mint deco or .hc.,.,-o..wv+h6L. 4.>aaat,L+ �d.q 1'Z" �� .1 � pm. ;� � Fr+e .•'JL•a �."d.'�r. � a.■ GPYC 4. �.eh ■,. r. ►•J.rk lr.+f,gLC e1pr *.i 3pllmk7Na_ RAP- UPVC; b--kh he i+ 1-.L* d.hark- Aw -:ftW p-L Ms j-A _hart: f*.d wM, x rrw.enwn .9 Ir 1 F 37 rf+h`7 d .Lyi4.SM1r I.- tin bu}' :rr big L-AM- f-"4V -'M- L.l(Mfg11 Lr 9(.Ik.L 1.. Y�lL,1l Add,6aN1 r,P9.8r�11bIL.eWO i.aLeJLa6er. rrA b..1-d b.4dl,ea t- --d -Rich 4J a_ P.Q. bt,1A .. d-tlh #W An 4_I WIphL a • .hFrleitl wLdT a r"LrJrnl,m ]sr M111 N'WwIH.:. a e e- {4W mrn] fir• ,^! d.L■■i fait Prad...d ild .wiwa■s r.■■L .. +rim J4tdrLrv. - O.B.eraa 4r:x.0 Ida, rlu. L\ALL, IwLJd L.Bhlpl_ alit Ga'.rr Wm djLh+r>•d Eurdhw u, rs■rG fupLr �Mo .L9ed b mnlrwrLa +rlf. NYr,p1 n-1.1 iFE>ii N1,u n L3,T,JJ and a SJa is.ry. TU BE WIRED TO SY I Em FLOW bVVI I UN ..1...,�R ,N. ,>°."o.+r�■r=,■�.ed �R� r ,e n,.�.L,�-. r F3�rtf E�7�iL r},ESCR1� rrorir Elbow 90 4 6 6 7 9 12 13 FOR INTERIOR NOTIFICATION rtlrlf+I #rJlw .awl e�JSr�u LLprglrl rued Le n.•reY.�.i.. �aL. d.. mrd.r 4ax+��: � Llbaatd■ ap.n fLPn. � is 8as frit 7 m � lrt.a :wJ N4%W kern 11r•rtMr -P*W -. b& in+Il�Lgrl L.Eiu .:..tar va.ri « CPVG ply:.µ M Wid 1W Thu Model R-RES'RaR�p,dondaFFiatOanceakrd n4em ere aubomatc&prirddesa of t o wrnpmmaaf stW eok*r type. Thaw -- - VW M,�C ,n *&W Wmam I"alea4ed W.L,a J--• %ht avr. ICs'v�r:A&UWMg � t pWe Elbow 4� 1 1 � 2 � 3 4 rRnArrrr .41 71.e! a.a L.,LaLabM M Jays ra �xL .vn.L•Nw...rt.rwrr Erforu.L,s illair ste48COrNtw&*VU4Ti-apam*C, Thy Cavort P�1a': worrtrly hldm 1h! t]a NPMr. H611 Rispa11ov0 Elsmentetc., Mt rh is Lnturlt -- -- ---- _ CeMealen RWY8 V* The tdvdr A ! I a m - r E, - - .. _. .. _. a•'rrtE P�1 *+'1'•r•• .-.. trT.. +..d "■LLLr awrora,.e we,dw. ,Lr.L . .r*.L 06I1I'19 t7�tt Lie lay WOU, r1d =b d firltl`r r4 OkLrrLYJenf 3R1arl s��r$ Wahl 9rCtFrni T 4 ry ,7 .-- --------. _... _. _--,-.-....� .......... W4 J:0 ALrq Lk~4 pffn6 rra ,R a7JLm ebbl&W&b .,..�+� WP oAdmwr tort,. pn&Km =Alto threat -on, Tnr o"ff wm;gn *r tro bomtmue cover puke eeeernoly aW" &gory iFet&1ldgem 01" e4Ver p". Coupling 1 1 1 1 1 2 2 acTpevl■-Prdr-dhilras Jlf d.MTNd �ry r..1&r:a.,�Fre lrraterr.crr ...saw----pIF13r.}, a..l TiT�'J�erl3, the Fhorilel RC-F7F=$ ehe4b ee your llraL ahb�rJa vibar, paa7lel,c■ IE to rnapF t;pf1GNSQr tJ,�n der uHk,ssb arkroal ar7a --_. .-.--_- - _ -__ _ _ R302,6 Dwell in l garage andi or carport fire separation The arage andfor carport shall be sepatated as required L Table R302.6, Openirigs in garage watts shall caul lrywith aae■i tie ,ye p■r4 r4r.q, 4 r� 7o r2. #2 unbout2bb pvrkLimwwi a h Aaeae7 The Mnd■1 RC-R4S ra deergnsd ter tre rpAospft x�rrPendaw ;i-n it k F•er{Set kit V" h; g y hum". ha[dlaard �r=vino Wl 30m. - Tee Run � � 'i 1 1 2 2 Section R332.5, Is provision does not apply to garage walls that are parpendiculaf to the adjacent dwelling unit wall. A separation is not required between the dwelling urdt and a z. LIIISMr>rs,aKD APPR VALS ,11Ztc uW told sprr.d 1.r xftrac - - carport. provided the carpDd i6 entirely open ark two or more sib and rie are not enclosed areas above_ TV FLlaaa! RC-RES le 11 be used in wet plod raryurrtra[ gprkllslel Equlem;r for OWaFW TvKr Fam:1P• DL�IIr1gG aril .;%K- LFSY■r: C.rrn"JnrV i'r.lrr Muir arUrmd Homan per NFPA 130,, Wet " rmtOontmd &pr=ler sysMm6 kr Ra4709r14 W Ogcuparcasg up 10 arrd Mumn TABLE R302.6 D ELLINGI GARAGE AKDi OR CARPORT SERARATION 1Laort tlr 4L Fv rrm r ,•Lv µ.gra Four Mdcs to Helghl psF NFPA M. ar,wat pipe wffKersyJ."L me for ttte gm1ofaWal pbmers al any =upanEws per op P414 1,Pt,N T*d,.r<r Rrtls FFLaf br 1.rtwd aP T;'�wi'r41:�rLpee�e.L1 rY.:h .alb r The Utylel Rr•RES has i q 9 (70 il1-PWb;iP "1 1L-#a kar that mat43 the ulrad narlyardal 11av •rises wth mlrkma; rewuai. 3. TECHNICAL nATA •,� - `� SEPARATION MATERIAL preasire._ wlirch &iWws roe 7rnetl&r pipe *iZU 8Hd wW*r SupoiY r*gdr%rnenkL .. aP■rfL�oL.c: Tiaa.r.+.,.�: L"d.on a wirr n,r.nr For ex%nd rd kshallation 11exibildy, We. Mad RC -RCS pl4vsgeh 1n rfIelt tt7.$mma Vft aL RCULrJ ment Thm adjummertl n P JI�rwF,.waFLrrai.L9� T .da.�+■.ai,r..■r:mllabraR L'ILJGIIp,FI4haetrea(mslhtrJw•adfoFOTec�aetiler,god:he araihatdlopst3thr'7PritlLlerantdalicxsfor eperMelhtvAtharglrtleOF From the residence to the attics WA less than % ypsurn board of A.UW 1. 173 PLA (is bq � �3 lly4. ulvalen# a li to the are a side. p.: is t e t-.rr ArRI Iergp s. 1317 J 9 t 1"n>Yd slat.: 1 rr 1 is .r-} rJf'1 The iwe sernLE rir and water d-W§At Lmor1 diwtgM LY Mbo xq F tr RCS ahlwb W *n Incmas d rhrjnre & resldenU' escape of From the habitat)le roorns above garage or Nct less than 5/8" type X gypsum board or -iJt�etr#,f. rj�..,,..r'vr.w. R,r-, w.m■.era. ...rriw�vwr. a,.�r+Pnr�a.cnw��, r:owue,e t; rr u.�.ey iur7 ovaawtan In cow of 9ra Howewr., r&Wendal fire eprlet1er3rA&trt ere mt a sw4--MAv rat We%+relY ii "raiv-o ptnfe-sd -_-_- .. _. _ carport. eqUIValeht. ��ratwwwid brrFcn.ewn total iv •a6 {�6 -Ei eerbUUWpr, redulfOd J1y CuLkkr Palo=«. tJ.of r...Pqu� x-iM- [sr ,L.nr c Ajpk--c 4w PIPE TO BE BRACED PIPIETOai: sRAcea Structure(s) supporting floor/ ceiling assernlies Not less than'." gypsum hoard or 13.ft.6r. nos, Lr&S_:--rra 'Lgav free' is WftVea n m1& ReWcuorl et LfAtl 0 4Nr W9 YOW AV [S.M741 krd&aat7 byAVVY A* Wntcr UliIIN Counch. arms used for S2peratirig required by this Section_ equiyallent, t,*L %amr......W aa,.■.■a,..rrrr C.aldorrvy Amrby 13,11 *103 RP hawing low dran or ogAi to s wwigrmaa average a D..P_I% Imir m vosnap ayrlaCe al peM, B A-16- SOM4 SO-Lrq A..r.edl.Flr- he�kWA&.YL ma..d oo L.M L.m. •tar. r+AMTA- pjurnbing MW enC ilaiuro;; � ^ GB a 1/2" - x1c„r�-2'x1L7 GJ_ gee located less than 3 feet from a dvetling Nat less than gypsum board ar ►� p�.��. tw�.,�nr rLr�i...�r:d...s,Kl,r� unit on the same lot_ equivalent applied tO the interior side of the exterior oreLriL J.L'+..ne+L:.rr: tM- [n%ar b *ra oLrrre■L VMV1 WL* &W.] Trader v. a JL�c :pn..s4rr_ sad r.` ry.pryrra.r ti.� e rt *aw yrsiLler 7.,e�, a.Lt r... � r.rab MLr Fro PFF*as+rr PkPE CLAMP . PIRE clr� wails that are within the area, r�Lr I � -0-44- b -.a P+.i •a.■rb.L- FYaR14rTN� _.. _... . Y With *6d nr E?- r rt_ ENT x ,*d .• . The Mudd RG•RJ:•S must de fnarat?ad brtLY jrrarn:aJrred in aeeardarrca wrrn the nrfe,e afs[Jrd 1Rersin M Lue1J 8a In `- - - V"E6. 4 "' NMI p Imo'J "Ct ctr&rjkrJPorrt_ wAb the oW, t bL-AtQ-fwda cFfhe hwo wrnr rim P-true- A*soelaTJon reyrrrarkmgs Dead rks Jfeaff4avu by A-.-AWW►K-ILA r. Awu Tc.■p•-maw i"VdCO6 SCREW- ,te- Uts. 1 .7Ry Dittor"ufhorftdc�haYlr>QJuiladicrlorF, - 0.cc.sL.c rwr. lAl.s 'A' m e.. 'j% some - nr,ru"a a 0- var,p--6440.erk.3nd,F:sr t i Jrr IFre ot.cr,I gfrh4 bondfitgn. oonsultMa au&wrfU#a having fulisdktIon (or guoandeand Jlpprav5i HANGER SPACING DETAIL (NTS ) 'Jp'b--:M TV-b: F9HW& w ae &a,WU4 0.* one In Wanly ath*dv dpv&w. ARCCO CJ?VC TWO -DOLE 90° 04-dLra arr.Lra.. p,L.T W 1aNn�Plwf A RIC GO CP VC TWO HOLE S TRAP SP'k4*9Jrr�4v#Ps-. if is the mponMJJhy o/7hO JasrarJing corrh'rx[or ra proWde a cnpy& VNe documear Fo the=whet or WS rrprrffetr7*yrr, J�l.7:S_� OF MOUNT _ MINIAAUM pkSTJANCE.S FOR DRaitVARY Atw1t31NTERMEDI�4TE HEf+rDS A- -d-1 ram,: FwtFJc. Gsrkm and fn tunth r, It k e obf{gaf tin ar the owner f i pny9kk ita copy of fhb docurimnf.W 'gCQO CXQR owlet. The vwrrvr Jc t-�. q-N- aoaa aapaakw. F-Wr*.n_ o173_ir. rcbpo4wWc ,'or "Falnf MMg UWP- Or. pmfebWn ay&r&,h end dtrYJdda Lt JLVOPrr op-iMy condllron. the tJr.Wjrw ---'- - 470ar(pv43 arq,wlnhkfinenufacWxrartxwJdbacontactedwJtrtanyt4atodqueshoas. &5" WDW RACH4Na HEATSORCE SORCETOOR❑1NARY i SORCETOINTirRMMATE DESIGN CRITERIA LAGF - - - -'--- - --- FOR SORE ULL FUSED5ll]E OF OPEN OR RECESSED FIR 3'-0" 1' 0" 1F MAT(rRIAJL NOTTykI" ENOUCiM - -:- PIPE FRONT OF RECESSED FIRE PLACE a TrN bKed, 41OM4 rube i0Y Lme Ind-MLh3bo Model R%RE6 YrP at'ouldel by JM1a rr,anLft4yWGr .Zpd nlrrii W apt,ctrr OR RALCIKiNGNUT ` SL _nx: a T'.it .•:: .a'.v:• [e4 •.. ';, •p;.-.: 11: ?,r,+ArH it •:'si5'.'I:. _:: •.r :- -plan-Tiod ra- eam and Bull ;-Am � y - COAL WOOD BURN ING STOVE 3•61'-4KITCHEN RANGE 'I'$' q-V J11rA�rYJlct, tt 2W -f- S9&3'CJ 15r3 F ES5'C! ,`;re_,erl 1'1NQOD 5GitESAr {7(2} - ' ' r RknldeMf&[ FFne SPAhtrr Slalom shapld -fy pc dt*Woq CAd JrrUWA.d'by JftdW 4&J+i wpo a w E4"fln@ y r4M7J}J&r vM�iL OVEN 1'�" ��" SkxinklelFlnrgileF'�razs Et1Tr wJma ror."uraprrnr:w,rJ->araaaVfpet,fX&PWJsdoh;3MCO rUhN,JFJeatea WCJiJes. 03 8FAMIST 1407AIR FLUES 1.0 PIPE CEJILMP SrLrrrat crftorla mar appry ru momuL4TIf ucm w,d LIsv& orpa.h grjfnhMR,>r?eYraagrrrJruy, Irrc re•oomML&M" W"M Irre UN1$ULATER HEAT DUCTS 11-6. _4' " F4lavwfee fprrrFkJer syafkm daLzrt}r1&J• JPviaW and deLrrfap o warrrrJrQ Lr,dara rnrtd-`Pg � � r'PR,J7Itf* Jhl oY s rlfeFi* pilot [a MRJ&frnff � l r _ TtaMNAJMNET4Delft.r3mviL1 r9"4@ft411rf4L+tt b5re�■ rorrr,. P.trrrw.Y.F.M. �� UNISULATE_D HCT WATER P] PE:. 1. - a-4r Isawd en n&L7r7ppY rt"I'" q"f.*feidR,o-.iPrr.10. E«JILO[, ledeAiBra.qu.arrr■.{dd4RA, 7Tr;g "ter*@ Jlaaerhe r3Lre■u b* vnra -ab ac7-t eF rnsrar"npn ce.4erow vrJtorrv, Mika orafcrfPCti3O errr{re 6y lh*laifaLlMry iitllNbaerrr, SIDE OF HCITAIR DIFFUSERS Refario LpebAt im.io, •`-t��... .hvuKl b&suhmi{{etr is CoaC.t[ Comp.spy_ tnClwefe *JrJrGbJlsv aril tfbhrtiC#J I!R-0RfJa eRr goprcORertr. T 4 - � - - - --� I Q1La511.:: n -W-W-ftb1-.r.- W wm. rn■f-Faces• Lhe -uutF--1. Qe MO. docw -f-W-ca-*pg01LCaU"g wFrj n C.-- Fe etnw*j ngew ..d Jbpl ARISCO DOUBLE OFFSET FIiONTOF AiL �wiaU WE DIFrtJSERS_ - t4r,ffowrth4xephAl" IV, 1W.I R-dlyfhanWl-h yh-4.gJWftdICWih {.PVCHANGER 5-30- SJr- �1) HOT WATFR HFATE R OFFURNArX (Y{i" Th. RTu' �eJ RC;-JZE3 Mui! nbr by ufe.y rr} pp�ffry{Lone Yiharo the Prf r.•reaatlrrc yJfo.'f ry¢ p*RJIYLj Is 9+4rrt■r rJSu1f JJwe bef4lV[ ARTS 'O �'J�VC 6 TA D.QF N, T '• 1 �I rnr fxrJ ■ rink:rrJa alter hrsfalrarWn rb ansur. rrr;af both rho a PaMrven rM1* Lnvrr Per, PNrrn ■nd' 6 VO BLOCK � / LIGHT t=1XT1]I�E (r� TO 249 A7Y} 0'd - ... ��3" LiGHT_FIX7URE (2SOTP499 WATTL- t' �� G i4rnCk}PRIC}Nr J� p lap iu y r>'.. araFRrnirLr - .. ... * , aWP ors aJsNrl JNFY 1J,ea rronr anyaW YJaty J&FpddJllrrrrL I SI'E�IFIC J4PPLICATlOJ�I (r'�, TS_f $IRDIUMIcc%Aer a ma's=prayJrorhm**gLltyhM,IJUlAkured.GnnargLr vy, maxlrtawn firdb-l� imlmwnba Gc M3WtI1 rn -amoEjaUe Raiiro TmWaWe Rating Detleclor mina,unl Ara $racing 1827 (72t) im (7910} ko Installation Spacing FtW' Presm " Fin " Pmaw " ft. w Ft Ft Ceilm� Trpe Ft in Y l Imi GFM PS Ord PSI (M) LP111 II m bar Ssrioo 12412 U 13 7,4 13 7.0 Geririgsga 145 (0 48) A to 718 Inches. 14-14 t 13 7.4 13 7.0 (0-4,3) 14.1) (49-71 (0.48) 1492) (048) Beamed coiGrgs per NFPA Tpr16 !6 13 7.0 14 8-2 14'13R CoJlcealed 8 iA.gx ) (4,9) (49A (0.4a) 03.6} (0"0113 ,'2.4) InsulEd m beam 19JL18 is 17 Ito 11 t313 Veto �7�6 1 P 1 20 21 MA bubw (e1} 0,04 (1.77) haitamof I7a�m. (e} For t�rrelsye 9FA2 dlrlBrelPhS � t�trsttsBx4vp I�eEltitJeled, �n98dSt0 use trls minlrrrun required Harrftar the kit Higtxr Ga'tera�eJkrea U8tEIt (b) Ra$wlsrlW is tasea on mmlmum Mw In QRIUM fxni each sprinkler. ThaalmcM mW11Et pressures we raicutataq using;he �minal iC-Factor, Refllrta Ftydralllc G�IgrI C,dikaf!a Sar�ontaJ'fi�ils. [c] Fw *Ores with WN types snout R4 xxroritat, of beamed or gopo. In aaaldahC2 WRh t11e 2013 Ef rt of NFPA T34, I3R or 13 asapplMble- Sprinkler s0cing Cris` 8 The mm um spadrii bOoew sprl orT is 8 feet (2.4m): The msxllnurd-Wu4 ae4weels sp hours cd{utul gi; bago!Id b�v w*rpw area eat:t00 4p using tbtl st>xt hyrdraullC faaars: (list. TableA4 r'4 � a so 3E I-- it f >rr 0 71 79 LONGEST LATERAL72 I LOT 'I' : 2782 '-!I I - w1 9V 461+w! 74 J it Jr rLL� ,L.IY• �f `.SI1 rk V z rikir- 104 s Nlr: Wf Glib.41 yR' Ir�dla farrla3v�n � , SpCill� 1t29 �e�ti=..:, �01rz1�,8 RQSGEt ' � .. -7- PptrMU E L JLW i ()AuO9Pi M WT6 NOTE: -' SMOKE ALARMS Oft DETECTORS �1-iiy��'ri��?I��r� ARE INSTALLED PER NFPA 72 C#FF5'4 i dL7 -K PRv FAcrDRY AETTO750PSI � 1• GPYe p0' OFE,W f �1-89r.AW'8UP4fC &dC CHECK VALID } zOCAN 7 6 1* CP'r yc 47 ELBOWAp� E� 1" CF'Y C� -� iQrICiUA 6�RE PRGTEGTISOM PCHNT Of CONNE371W ..00NTIINJE6 TU DOMESTIC -WATER COMESTilC� VIMTER! TOFF. 1' V4ATFR O1MSpakTu s 13 Ia mom i sm I' CO PER r W-C, G V CHECKVALVE ,\_ 1-TYPE K iwvRsrCfS1;zZ } L4 11 RISER AIVD UAIDERGROUND DETAIL -_-_ - - _MOS T DE111{J4NDINC S CENA RI0 (N. T S) GENERAL NOTES. 1. THIS SYSTEM. Irk URAULIC CALCULATION, F. ACCOMPANY114G DOCUMENTATION ARE UESIONEDTO COMPLY WITH THE 2016 NFPA 130 RESIDENTIAL CODE. 2, ALL PIPEAN0 FITTINGS SHALL SE TYCO El LAZE MASTER CPVC APPROVED AN UL LISTED FOR USE IN F I R P PROTECTION SYSTEMS. 3. ALL PIPE DIMENSiONS ARE CENTER TO CENTER. 4. ALL PIPE TO RE HUNG USING APPROVED M ETE IDDS PER N FPA 13D. 5. JELL PIPING SHALL RE TESTED FOR LEAKAUE AT NORMAL SYSTEM OPERATING WATER PRESS LIRE. SEE NFPA 1:3 1-5-4. 6. ALL PIPE IN ATTIC 3FACES 3HJALL BE 8LIT=FIG1ENTLY COVERED Wr7H INSULATION TO PREVENT FREE21NG ( BY GTHERS). 7.SPRINKLER1HEADSA EORDINARY RTEMPERATURE AND THEREFORE MUST BE SUFF'ICIENTLY3PACED FROM HEATPRODUCIING DFVICES AS FOLLOWS; OPEN iFIREPLAGES: W' FROM FRO NIT AND 36' FROM $IDES RANGE OR WALL OVi:,N, 19' FROM FRONT AN D SIDES CEILING LAFFUSr:RS; 24" FROM OUTS IDL EDGES 1 HORIZONTAL DIFFUSERS: 24' FROM EDGE AN 36" FROM FROidT EXPOSED LIGHT FIXTURES: 6" FROM EDGE - 8. HEADS &PACED AT 16 X IV SHJALL HAVE THE 1=OLLOINING ALLOWANCES 4" MINIMUM FROM WALL F MAXIMUM OFFANYTWO WALLS 19 MAXIM JU 8E TWEEN HEADS 9' MINIMUM BETWEEN HEADS MEADS SPACED AT 20' X 24' SHALL HAVE THE FOLLOWING ALLOWANCES: 4" MINIMUM FROM WALL 10' MAXJMUM OFFANYTWOWALLS S, ALL SOFFITS OVER 30" IN W1DTHARE TO BE PROTECTE❑ WITH 5PRINKLER COVE RAGE UNDER SOFFIT IALL STREET WATER CCNNECTIC)NSARE FLU SHEDJAT THE GIARAG E RISER BY THE P L U M B I N 0 CONTIRACTOR AND 1N ADDITION JARS PROVI❑ED WITH A STRAIN ER. 11. PE N DENT S PR I N KLE RS SHALL BE LCGATED 3 ft AWAY FROM CEILING FANS AND LIGHT FIXTURES 12, PER NFPA 13D2015IN ALLCLOSETS, INCLUDING THOSE CLOSETS HOUS11 MECHANICAL EQUIPMENT, THAT ARE NO LARGER THAN 40011N IN SIZE ASINGLE SPINKLERATTHE HIGHEST CEILINGS SPACE IN THE CLOSETSiiALL BE SUFFICIENT WITHOUT REGUARD TO 0113STRUICTIONS. PLAN FLOOR AREA TABLE I ST FLOOR 2 - CAR GARAGE W/ GOLF CART ENTRY COURTYARD OUTDOOR LIVING Supply Flow Test Data Test Cu"t ted By COACHELLA VALLEY WATER DISTRICT Date of Teat 07/1 018 located on jefferson st. 33 - Location Hy*arA Elevation Static Pregaum 103,000 qIaslkllual Pressure- 91_0013 Flow SHOO. E7p 2,471 S. FT. 5�4SQ. FT. I10SQ. FT. 160 S. FT. THE RI VAL V!h el DigCO NNTy�FiR DR:PA RTM I: NY I IAS RI~v FKW11 i ANO A"Ptavvn "]I Pt:.ANA Ass6C1 AT IM WITH THr pr.W IT/UAge Fi U14 PiR Lt1FT{•L} fd LL-13W_ APPff4vma ILLAN IS v.Al-ID FbR OSYE YEAR rLN{7 1$ J3tJ'§JEe-7 Tp CIOfsPLE JANCWPTM lI''LJGALI�E =t3pg6 Tr?tOLI -rl41 0 r r.?A It OVAL Af4'J HEQ"J IrE Era F IE:1. Li :,:,= N$ d X tU LLJ Ca -J O a IE 0L-LLLL Imo- OW w i- C C)0{} (D Ifs 0xrz z = w[0 I-WHa Qwu.F z WLU ar =4 Lil <LUGF2 a ur+wnp z OVCL zpz; ryoO UJ znaz0 Zz d=¢LL M 'U Li `c2 ia NLI D 'L} w oe 6f ku Er N CO �?ef�wQ >-=W# ILL YfLUx ! w zLU xzp >-a<rL cra.-M -o C: 7 � F ILLI iLJ Q u 2 C) LLI z: I- w z IL �- C4 a r,t EO tom] r ti r q ad r�t LL 4 ;Z is w ku (Fry LU Qt =1 CC,e�! r3 C J SN III w 0 C 6. Li LIU Fi is k L' 100 Z i3�_J IL a- t J T1TL[: SPRINKLER PLAINS RRvrccTN-0- 16203401 DRAWN- MAXWELL FULLMER DATE; 0912412018 SCALE'. N.T.S. SHEET. FP00 l` _ __ J J� -Iw • i �7 � ti�K fr fl �931 i � J f HIGHEST ELEVATION:�PT;, SOT 21 - 32-7fk I =VNE V STA, X+10.3" 4n f I—_ _ wAiH I I J Cz cc� lu p 2u3m d �WF �C7q�li1 a� �puj� re z� lri �0 n1) TT L 0 < zp i.: i �'f#aO�o❑24890—c 2 6 2" — � C7`�mql aEXIT27 �.. ' =20: u a 11wE5=en rp • a + I n I or; -..I- UTIJ 31 r r.. i 1 F LL U- 30 - � J - ■ f i w�-r'� —36 r f 7 f d _F 1 r - y� J~ .< - t r I ' 1 a+ D 7- _ -- i- I I l3) ri I 63a CD + i + ' e I }+. i i n +i.} tu jr- + _ I < '��r (,�, � �• Imo+ "� � �'• - � + � '; 3_F r '• � _ � �J) °; 7a :, %, __ — _ — �� - I F'! J Li{' 1 i — — - -- - �� 6 f" IN EXIST 1= I�' .� 1~1r �S I v 70 '''S: ; i = � � z: 1 - — — I, M , _T — I : �, — �. C _ N TItiA{,l . R r> 'E L _ W FF ,... " ram. 'LONGEST LT LATERAL. � � _ I lIIvDEf DIRE': I�t i 1ti EPA' { N �i I I _ 1 ti _ _ r ! I .- N R A. l f� !• Y L I Y L i� T I'� I 1 d I m C LOT 61- 27 -Q! E) ELt' 15 T- lr C f AN d� I I, I#21 - a f12� fl' N II I Lu kl C1 e �f II a !� I I I !'yam 1 �•'� Jj{ l +l 4 I{l i] i •..• .:� i E �+ ppr b r�' 1 •'k.i I L .I ' I `�i l 3 f r Z. CID M1 irleg Wt • 4 JWH -� �� ._ -yam— � __ '_ f k r � I # •1 I 5i I r !! — Ifti r ST _ 1 p+ Jj— tu Lu 111 , - • - 7. Of LX U. 1 y ! J JI I I f � r �f �I�` -• + `��3r�ra , — •f �I •�II? !1 J •!i CLAMStSC.NI�-S1�G�B AN7 IO. N �o — '�`� 1�+ •'��15�� •r4 frl�• i7 + `-j 950378 _ �r I 1 r �f �� } �9 �}�"• ,, + E - � - � �' � � + �,rl �� 1.J1 � ;' s� 6 I w k y RM _ l / II. •. E' - 1 r I f 1 gr 7,7 �J= :r - Ey"o cz a I- 1 T'llL r i ;� — - DIREC1 DISTRII:T IN lPEI.71 _,A I' 7 ,PEA INi"AI_ EI , ... ,. ]V l rl T--.f' I fEt- N SCALE: I "=20'r 2 -8" UDG. PVC 150 12" UIDG. PVC 150 1"COPPER K . .............. -1'/" SCHEDULE 40 i� 3/<':WATER METER Lu qr cff LJ tr. F # w Lu r_ C n �s a ,1Lu � aLLcL:,'L ir.- J TFFLiE: �1TE MAP PROJECT NO/6203401 MaM. MAXWELL FULLMER DAM 09124l2018 SGALe: 1 !'=20' SHEET. FP10 Em r4 9 b IT - any -- 1 (y Mi PRO 0A/2 7'-6 OUTDOOR l�i! qQK1 EY-1 �LGj'1a LIVINGii�1 Hi i 7 .6 ;9;r- % % 6-15 3!-5 51-3 4'-9 M� -1 MN 0 0? 1 (D '7 :Lu TO U "(D &D z 0 N 10-1C F-- -'-g REWOTE AREA 21, Z0'X20'SPAC1NG j" A -/ -Ce) z Y1 4 X .. M /BC� A. A.' 01' 1 ",.CLG/ 21. 2' I.0 I U-1 1% CLG, ED. 2 ii 01-1 11 CLG. CP Z' 7rL.' 34.6312'- 10 ft;.' % 15N, TRY 10'-11"CLG. PDR. 44.63ft' UTSIDE OUTSIDE 45 02 13 5.r HEAT ZONE DINING rt 10'-1 " CLG. • C%4 LO ................. Ln GARAGE OUTSIDE 10'-1" CLG. . 7 / AJ % ' P 1 % J-141 % M BED. 1- 31-6 3r-8 13'-3 3 I CY-1 " CLG. �D OUTSIDE 6 BED. 4 101-111 CLG. FIRST FLOOR PLAN 3/4 13/4 101 1 3 5 7 9 2 4 6 8 10 2 71 9 9 19 f T T RISER LOCATION SEE RISER DETAIL ------------- ------ 1W hi 2 OU'rDOOR LMNG I 2&300 IJNPRCrrE r-Tr=r) ------- POCKET SPACE -7 .-eA 3642 VA' 2 BEIJ. 2 vv .J.6 WI-C BA 41Art q, 19' N 4-8 Z-2 ;MA. M- ia-1, CLG. ...... MA SED. NOOK so --T=- n G= -- ------- r V) a? 10 L i ------- to KITC V d. T- U DEN -Y4 j! MA, BA, V4 A EV-6 F— C WALK-IN SHOWER OPT AT—M-A-S-'T---ER—BATH S—CAL-E: —118"= V-0" -�DEN CHOICE 1 IN USU OF BEDROOM 2 SCALE. 1Ar'- 1'-0" LAU. iu�l' cm, v- GARA0171 7— Y4 I I-T I Cr -1 4',9 1Ft19E8 LMAnQN RISER DET� ,,SALES OFFICE AT GARAGE SCALE: I f8l, 11_01L Hydraulic Information Hydraulic Information lRe-ede Ame 1 -1 WA10 SPAC INQ Rornole Arta 2-20'ag SPACING OCCUFANCY CL4,SiIFICAT10N Residendid OCCUPANCY CLASSIFICATION Residuglal DZNSrrY(gPnWF) 0-05 for 512.WV (Actual 305.71 RLI DENSITY (gprnW) 0.05 for 400.DDFV (Ached 1472W� TOTAL I-K)SE STREAMS 5.00 2 4,9 31.80 TOTAL HOSE STREAMS 5.40 TOTAL HEADS FLOWING K-rACTOR K-FACTOR 4.9 TOTAL WATER REOU I RFD TOTAL WATER REQUIRED 26,02 TOTAL PRESSURE REQUIRED 59.U27 28.W TOTAL PRESSURE REQUIRED 58383 BASE of RISER (gprn) BASE of RISER (glom) 21.02 EASE of RISER (psi) 217.d5Q 1+43-370 (42.1%) BASE of RISER Cpso SAFETY MARGIN W SAFETY MARGIN (psi) 1+44,615 (43-3%) LU < ZW LU uj M 0U- LU Lti iK LU < 00 CE ir— W. 0'rk 8 L F , tR Z Z' < �U- 06 F- ?I & 0 0 00C Z) Uj owz W 0 z ozo z a Ld n� —j 0 Uj Er C LO Uj � z 7 LU 0fr ii LJL LU 0 ZT! to LO ra lL � L LL LL 17L 141 6 6 6 C: &D > Cn j 15 Inj r- -C r- 2 2 'Q �Lcl I ON c4l� Op r� A LIUF , NO 950378 0 tu C) 04 Ir. N (0 C14 (31 z EZ < U) I.- g 5; F- z WL-.0 CF, � L z 0 Ct X IL LL.wJ CL (CDP < 117LB; SPRINKLER PLANS PROJECT NO: 16203401 DRAWN'. Maxwell Fullmer DATE. 09/2412018 SCALE. AS NOTED SHEET FP 0 Z 'I LIVI "I I I ovIl"111 - UTILIZING VIKING ATTIC HEAD K696 CPVC PIPE CAN BE USED TO POTEC F,A,U. IIN ATTIC. C PVC. PIPE TO BE TUBE INSULATED, IF REQUIRED FOR FREEZING. DEFLECTOR ORIENTATION HALL MEET NFP 13 REQUIREMENTS � q, I dARAT ROOM F.A.U. 41 PTA. 'd s�crioN a w LL zWwM O LL �LLO2 � W 0= = �XZ:5)TW LL 06 er iLW 1AZ� W171 a~�� z=�W mom a YVIQQC <LJ W 0tr C E LL1 rLM C Mz W F- F4q- cl Lijw10GW W� _j W Ldj�� zco<Z w=MXLUW kuo=ra mot]<aWrca_toCiWua0 cc LL L66 to ' w 0 LL a a o o � LLJ oc Y z Wct U � z d r rc C,:2. tiF w C t Z C3 > I � � I LU e� H W 0 w J O Id ION C. C_ASSIFkCkTION .� L . ' C43 -ENSE NO. OF CAS r W C4 V V I d�> ill � W C14o Z W 1-4 z d # Ld 1-0.Q L ■ J a o 4 En °'r TITLE; SECTION VIEW PRGJECr NO: 16203401 Poo. N A DMaxwell Fullmer RAf T DATE= 09/24M 18 61100 P.-AN,--01"....�-.,., , ..� ....�-._ u..r- _...-..., .. .. - hI.T.S SHEET. Hydra is ,Ca'cuiafions for Project Name. FLORESTA Location: 79-873, LA QUINTA, GA. Drawing Blame: PLAN 2 Calculation Date: 12112f2018 Design Remote Area Number: 1-162X16' SPACING Remote Area Location: NOOK I KITCHEN Occupancy Classification: Residential Density: 0.050gpmml, Area of Application: 512.00fV (Actual 305.71ftz) Coverage per Sprinkler: 256.00ft2 Type of sprinklers calculated Pendent No. of sprinklers calculated: 2 In -rack Demand: NIA gp:n at Node: NIA Hose Streams- 0.0 gpm at Node. 1 Type: Allowance at Source 6.00 at Node: 500 Type: Hose Total Water Regu:;ed (including Hose Stre~arrs where applicable): From Water Supply at Node 1: 31.80 ) 69.627 Type of System: 13D Volume of Drys or PreAction System: N!,,' for Node: 1 Date: 107 16IL018 Location: located on Jefferson si. Source: COACHELL.A'fA!-L.EY :AIATCR r?iSTRiCT Pane of Contractor.0N GUARD FIE--_ PR: TECT"ON Address: 6438ARViLLE. STREET. LAS VEGAS, NV 8911s Phone Number: 051-500-18119 Name of designer: h1AXWELL FULL iMER Authority Having Jurisdiction Notes: Automatic peaking results Left: NIA Right: 123.573 OVZDM.ERCAD,InCr APPROVAL THE RIVERSIDE COUNTY FIRE DEPARTMENT HAS REVIEWED AND APPROVED THE PLANS ASSOCIATED WITH THE PERh7IT/CASE NUMBER LPSTE❑ BELOW. APPROVED PLAN IS VALID FOR ONE YEAR AND IS SUBJECT TO COMPLIANCE WITH APPLICABLE CODES FROM TIME OF APPROVAL AND REQUIRED FIELD INSPECTIONS. EDGAR GONZALEZ DATE: PERMIT/CASE r". 1 16X16' SPA( 12r121201811:58:05AM Page 1 ,r ---� �+ �bwa^umc1azucwo� - � ,-`^� ' 16203401 ,�S RESTA 79-873 ~~"' ��INTA, CA W.A~~~`f;.~^~�. 0.00 Node Hose At Node 50D ----_._-�--_'---- - - ,-�^��~^.�~�`��_-----'_- -----_-__.�---_----''__�--'�All _-_-_----------_ � | --------------'—��-----`-�f��'—^'—'---'— '' ----------'------ --- ----'- ----' � i-5,00 ---- | | Hose Flow i Static Contractor ,960378 ON GUARD FIRE PROTECTION npUL�^Co5o cc G k \ i O � � ■ . . � CL �� \ k k Z � - k � m � � . � ; - - { � � � � . / - � * � : \ � k k / C� \ \ § / ' 93 §2ELqu J m 2 a e R k Q e a e § e , sw § e ) I § k ] S R k § B § - - / E ■ Li \ � G _ "' Summary Of OuJlawing Actual 90;sr Device r'> Spr€nkter 101 1 13.00 �J Sprinkler 102 13.80 _ Hose f Soo 5.40 - — 7 si: _ d+ Most Demanding Sprinkler U -ia Job Num"r: 162014S :l mini!: f{e_i lf-t'isI j-I-16'H16` SPACN'i_.s 21,0E__ k, 4i M.F.P.CAD, Inc. AutoSPRINK 2018 N1 a.110.0 12/12/2018 11:58:25AM Page 4 Job Name: Ef_CRESTA _ Cremate Area Number: 1-16 M U SPACING Date: 12112/2018 Supply Analysis Made Name ! Static (psi) Residual Flow (PO (9P►) Available Total Demand (psi) WPM) Required Pressure (psi) 1 Water Supply 103,000 91.000 3000.00 102.997 31,80 59.627 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node wsil Discharge at Node (spm) Notes 1 -1' Supply 59,627 31,80 101 10'-1 Sprinkler 7.040 13,00 102 10'-1 Sprinkler 7.930 13.80 500 2'-2 21.059 5,00 2 -1' 59.527 3 -1' 5-3,627 4 -1' 59,626 ., 5 s -1' 59.624 6 -1' 28,307 E 7 8 -1' S-2 Supply 24,258 20,460 10 104 13.125 12 14 10'-7 10'-7 �� 11.287 9.970 16 10'-7 9.269 18 10'-7 8.082 20 10'-7 8.082 &(P M.E-P,GAD, Inc. �tiAuioSPRINK2;;13 v14.3.- 12/12/2018 1 i:58:31AM Pape 5 ;,is Name: 1=LORESTA :.emoteAreaNumber,, 1-1�;'I.:; SPACll��l:, '�+i :"; , r Elev1 F`owadt3ed Node i (Foot) K-Factor this step { r•- f ~•'Vi3A; Fixed Pressure Losses, i Elev 2 Total Flow -- — --- +.r_ , I' :; ?, ,,;: - ivhc.-i applicable, are added j Node 2 Antsrf ;v: (Foot) (Q) ^,,,{Ff) directly to (Pi) and shown ri 101 10'-1 4.9 13.00 � ,�^ � S; I •'.iJ•11. Sprfrikler, 18 10'-7 13.00 0.&14i, F E r 13 10 -7 0.06 I - - - - - Flow (g) from R :t, 4 ! 15 10'-7 13,0' ` � !] 0' r»� _s T(-N) { 16 10'-7 t2 10'-T 7.86 08-4 �_ _ S !i.C. ,',s"3 }} i 7Tr(1 J f I J 1• �l]4 12 10 -7 5.2.1 -----.. �'-- Eos I i>J . ,v,.c. i•: �+, � - .--_f -! al0ok^i iqi fromTrR(youta 10'-7 13.07 F(lf}.2 -k2 2_ 10-7 13`IC r: SQI from Rau," �[} I. i.224 i 3-2 28,b! 10115-irfs 1_t J: rl s].00Oj, 2Tr(1'1, 5CiI(�• BASE OF RISER0434 1 00 2'-2 26.8E ?.4250 _ 1_� i U.ir {}.gas 500 € 2'-2 5,00 f lae YET i3C 21.]5° i , � - ,,.22. r�' 2E 7 -1 31-80 .0c5C Fj`-2 1.64a 7 -1' ,+; �E - 50' 12'D 24,268 f i r].00G 6 -1' 31.80 1.35�]J i T � +].CB�i%4' 5C' 4.035 5 -1' 1 ,a•rPE:i 028,307 I 5 -1` 31,80 0.0950 0.2526-j5 VVMV(-23.185): T :S cf-- 31.316 (See322'-2 150 5y,624 107'.2 -1' 24.35 7. 80C� 0 LM)00`' 4EE(13'-7), T(52'-10) 4 29 --4 G-0!02 4 -1' 11,45 8 ;5: _ 8?` 4 k50 '�.E26 Flow (q) from Route 5 Cdotes) 0,061 52, . -1t� 3 -11 31.80 7,980s� -- C-�1`]Oi[i T(52'-10) L=1M.E.P.0AD. Inc. P-;toSPWNK2018v14.3.10A i- a",117"SPPClN !2112'2018 1f'56-38AM Page Job Na�-ie: FLORESTA Remo'[Area Number: 1-16'X16SPACING Date: 12'1212013 Pipe 1pforr- ation f : Mode 1 Elev d (Foot) K•Factor Flow added this step Nominal la Fittings & Devices � E uiv, ! 4 Length (Foot) Length (I C Factnr Total(Pt) Notes Fitting0evice (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(M) 3 -1' 12 (See Notes) c; i60 59,627 E(36'-2) 36-2 0.000002 2 -1. 31.80 11,6504 1?1 -6 0,000 2 -1' 8 (See Noes) '-1 D 150 59-627 Water Supply 7-10 0.000010 0.000 0 n0 59,627 Hose Allowance At Source Tolal(Pt) Route 1 1 31'80 102 10'-1 4.9 13-30 f tiS`e Notes) 6" 150 7.930 ••••• Route 2-•--- Sprinkler, T(3) 3' 0-105414 I -0.217 0.21 20 10'-7 13.80 0.874-0 3' - 20 10'-7 �/. I I (See Notes) 41'-3 150 8,082 2EE(1'), 2Tr(1'), T(T) 7' 0.104507 10 10' 7 3.7.3 Li {►.8'i40 d, 5.043 13,125 I Total(Pt) Route 2 16 1 G-7 'J< (See Notes j 29'-3 150 9.269 W • • • • . Route 3 - T(3') f 5Tr(l'),T(3') 11' 0.Oi7's82 14 l + 10'-7 5.21 0.8740 40°-3 0.700 14 10'-7 (See h:ctes) 551-9 l 150 9,970 7Tr(1'). E(4'), 3-F(3') 20' �.....7 ro 9 75...... '- 0.017382 12 1T-7 5.21 0,8740 1.317 11.287 Total(Pt) Route 3 20 10'-7 13..3 �< (See Plates) 8'-2 150 8.082 •.... Route 4•---- Flow (q) from Route 2 T(3') 31 0.000005 18 10'-7 0.66 0.8740 11'-2 0,000 8.082 Total(Pt) Route 4 5 -1' 2.0.35 8 I (See Notes) 1044'-6 150 �-, 59.624 ..... Route 5 - - Flow (q) from Route 1 11EE(13'-7), T(52'-10) 24n2'-3 0.000002 � 4 -1' 11.45 7.9800 I 1242,-9 0.002 59,626 Total(Pt) Route 5 &i Oy M.E.P.CAD. Inc. AutoSPR;NK 2013 v14.3.1 }.0 1-16'X16' SPACING 12/12/2018 11.5B:38AM Page 7 lob Name: FLORESTA ' o iV t o mb rl 1-16'X15' SFAGih3G Date: Luz'I�a rea u e . jawaJant Pipe Lengths ot%Wves and FiSfinas tC-'24 c:,i r; Aclual Inside Ois,ri7e1er 4,$7 _ � 1. �- 13:] ,<•L�� 150 Schedule 40 Steel Pitfe 6 3 de Maineter l;+tirr^ � Fittings Legend I j ALV Alarm Valve AngV Ari;;la V6i%,e 1 BaIV Ball Valve GFP GiicKlu , i' '1.-•.. C Crass Flow Turn 90' cplg 4oiffAr,.j CV Check Valve DW Dw{I: 3N k/ '. E 90' Elbow EE 45' N ll"31 EApl LL11Aa Elbow [ l-fu•If bLv!'. n FDC Fire Department Cannectir fE 91:" r l �! r i':4•- + �:;; ::.''.::' Rg Flange FN FI_'3}in,g Nod -a g Gauge Glov f=icbe'V al :. r H.Ia Hose Hou;•� NoL� ' Hyd Hydrant UE Lcriq ' j i) Noz Nozzle P1 F'urnr' PIV Post Indicating Valve PG Pir; PRV Pressure Reducing Valve red F-=[l:?' 9'.:" C,.::�• Y sCV Swing Check Valve SFr, SeiSmT !c: * 5t Strainer -... . ,.. �.- Union DV Valve C' r G'CT- F, ':un DP\f L1-1, 17'iFPe Wove •"(-e 1 11!'r' Eib-4)w fj 4 'nzLr_,f*{ T t,4} Elbow :I i -c,i �rI(�Tr �} Ted: i;'ii•:^.. ,�[�'�-.� �t...,. lid Out piv spr ur, 4VPfV V, "s: Mi.- ,:ier lEalve 1 Z Cap 1 7 M.E.P.CAD, Inc. QAutaSPRJNK 2018 vs4.'.10 0 ".' :;•�S' SPr'-C'!NO 121tW2018 11:58:37AM Page 8 Project Name; FLORESTA Location: 79-873, LA QUINTA, CA, Drawing Name. PLAN 2 Design Remote Area Number; Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: Hydraulic Calculations for 2-20'x2o' SPACING MASTER BATHROOM Residential 0.050gpm1ft2 400.00ft' (Actual 147.25ft2) 400.00ft2 = Pendent 1 In -rack Demand: WA gpm at Node: NIA Hose Streams: 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 bode 1: 26.02@ a8.383 Type of System: 13D Volume of Dry or PreAction System: NIA for Node: 1 Date: 07116/2018 Location: located on jefferson St. Source: COACHELLA, VALLEY WATER DISTRICT Name of Contractor:Old GUARD FIRE PROTECTION Address. 6438ARVILLE STREET. LAS VEGAS, NV 89118 Phone Number: 951-500-1819 Name of designer: MAXWELL FULLMER Authority Having Jurisdiction Notes: Automatic peaking results Left: NIA Right: NIA Calculation Date: 1211212018 Allowance at Source Hose kQM.E.P.CAD, Inc. �7kitoSPRINK 2018 v14.3.10.0 2-20'x2O' SPAC 12/121201811:59:37AM Page 1 ;�PlHydraufic'Sumrr,_ary Job . I 16203401 hn FLORESTA 79-873 . .......... LA QUINTAt CA A�n'y . ........... 20tem MW 4.9 K-Factor 21.02 at -18,400 0.00 Node Flowfaprn) Hose At Node 500 5.00 Job Number: 1620W 'I ReSidanda;!220XV) SPAGIN G! 4()C.00ft2 (Actual 147.25fV) .... . . .... . . 400.00itz U.'t v .00 rl,Trrvui 7 �i' A, P. '26.02 26.02 0.000 11.24 between nodes 14 and 201 Q. 74 between nodes 5 and 6 vd. -OnKy 0 Wel F*-- 6779,99gal Fkrw Tatal Da. -.and Ho3e Flow 11 stw Rc-'klouJ Node Name fap n 1) {PSIC L !x�o @ (9 R�?. (p nrr�j. Srp 1 Water Supply laamo. I oi'vina— I.- 30rT.a_-,r' 1 fr_s'r'z_ __ _26 02 Rea,wred I Safety Margin Is 9503T8 . ....... ... ........ ................... . . ON GUARD FIRE PROTECTION '6'438 FA- ARVILLE STREET .... . ..... ................ LAS VEGAS, NV 89118 . . ... .................... . & (9 M.E.PCAD, Inc. V AMSPRINK 2016 vi 4.3.10.0 12,12=1$ 11:59:23AM Page 1 co O r N O X CV N Lu E x ;5 dZ LL Q`] Q� ro - z o d 1 � E z �.+ i I I l I r r - 1 i r' o W � 3. ❑I r r f 1 i i 1 Z I . , a isd - aanssaJd I 0 N 0 N N v IL �i qC '- L1 C Q U C, LU 71 Summary Of C u ..Howing ?rev: Job Number.'162'034,0�.- ffLM E Ir 0 & @ M . ERCAD r InC, a AuloSPRINK 2018 04-'JOA; 12:1212018 11:59A7AM Page 4 job Name: FLORESTA Remote Area Number: 2-20'x2Q' SPACENn Date: 12112J2018- i Supply Analysis Node Name Static (psi) Residual Flow (psi.) (9pm) Available Total Demand (Psi) (9pm) Required Pressure (psi) 1 Water Supply 103,000 91.000 3000,00 102.998 26.02 58.383 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Made (Spm) Notes 1 -1' Supply 58.383' 26.02 201 10'-1 Sprinkler 18,400 210 5.00 500 2'-2 33. 320 • 2 -1 ` 53.383 3 -1' 58.383 4 -1' { i 58,382NW^y 5 6 -1' -1' 58.381 38.743 f 7 -1' 1 35,955 8 3'-2 Supply 32.781 10 10'-7 26.934 12 10'-7 25.044 14 10'-7 21.406 I 16 10'-7 24-361 18 10'-7 24.85 U 20 10'-7 25.183 kQ M.E.P.CAD, inc. r; AutoSPRINK 23)8 04.3. 12/12/2018 1 .59:53AM Page 5 Ock)I Name: FLORESTA mote Area Number 2-20 SPA'"'ING, FA,�2`:)j'M8 Elev 1 Ow a d 410 (1 Notes mode vI (Foot}K-Factor this Sbfn g W vc e I Eq u I S Length rotal Flow FlAed Pressure Losses. Elegy 2 when apiplicable, are addfd Node 2 (Foot] t.o JPI) and wown as L awa ------- I . . . . . Route 1 201 101-1 4,9 21.012 fry_OIL 'M 21-02 0�8 7 10 1 14 10'-7 ATr(l'): T(3') 16 1 OW IZOO 1 Q. �.4.361 1 O'J F—le — - - — --------------- 18 101-1 7.75 0,874, 0 1 U-7 20 10'-7 I 7.75 j= Tr1 I 20 10'-7 T 10 1 U-7 T-15 0 8 7 4 G O-Lk"i 94 2 E E (I"), 2Tr{ fl, T(. 4 FT - 1.751 10 10,-7 .326 F I avi TramR ovte 2 2 2 8 T-2 21,02 C-11 0 f(_O,fxq), 27'r(f): scV51 2 EASE Oc MS-E:P 3'-2 1 i 51- 32,72 1 .8 34 [J. I QE; 57 3 2'-2 21-02 1.02.50 CJ 06 500 T-2 5.00 1 F- 2 1 . 50 33.320 Nees) 1,360 -11 25.02 10250 1 1 53, 27 1,276 2E 7 -1. 1 Lo' 120 35.955 0,004 6 -1. 26.02 13800 2,784 3&743 6 "See 5 -11 26,02 0.9950 J.161238 iq�637 WMV(-14,028), T 5 8 "See: L322 1 !,),3 56,381 E E (1 S-7), 'T (52- - 10) 4 16.65 TIDSOO 4 LM, QD M-ERCAD, Inc. �.-9 XutoSPRINK 201E 043.1i).G G R"�C 1 ? I G 121 EU2[ i '1 11 .5aGOAM Page 6 . c& !.lame: FLORESTA Remote Area Number 2-20'x20' SPACING Date. 12/12/2018 Pipe: t_r�_ brmation Nude 1 Elev 7 (Foot} tC-Factor Flow added this q5}tep Nominal IV Devic.:s Fittings 8 Equiv. Length (Fvoty Length (Faot) C Factor Total(Pt) Notes j Fittingfdevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added � {� direct) to P and shown as Filling (Foot) pf Friction Loss Per Unit (Psi} Elev(Pe� Node 2 Elev 2 {Foot} Total Flow {Q) Actual ID Total I {Peak} {on FrictiPI) 4 -1` 9,37 8 (See Notes) S?'-4: 150 58.382 Flow (q) from Route 4 T(52'-10) 52'_1U 0.000007 3 -1' 26.02 7,9800 135-2 0.001 3 -1. 12 (See Notes) 85-4 150 58,383 E(36'-2} 36_2 0-000001 2 -1. 26,02 _. 11.6500 - 121'-6 0,000 2 -1' 8 - (See Notes) 7'-10 150 58.383 Water Supply ' 0.000007 I 26,02 17.9800 71-10 0.000 0.00 58.383 Hose Allowance At Source Total(Pt) Route 1 26.02 16 10'-7 '/. (See Notes) 47 =3 150 24.361 • • • • • Route 2 ... T{3 ) 7Tr{1') 10, 0,011916 12 10'-7 i 4,25 0.8740 57'-3 0.682 12 10'-7 9.02 1/4 (See Hates) I3Y-4 150 25,044 Flow (q) from Route 3 E(4'), 2TW'} n I j 0.097992 f 10 10'-7 13.26 I 0.8740 1g-4 1.890 14 10'-7 12.00 'Y, (See 55'-9 150 Notes) 20' 12 10'-7 9.02 0.8740 W 75-9 0.047989 28-934 21.406 - -- L Total(Pt) Route 2 • • • • • Route 3 Flow (q) from Route 1 7Tr(1'}, E(4'), 3T(31) 3.637................... 25.044 Total(Pt) Route 3 5 -1' 16-65 I $ (See Notes) 1040'-6 160 58,381 ..... Route 4-- - - - Flow (q) from Route 1 11EE(1T-7), T(52'-10) 202'-3 0.000001 i 4 -1' 9.37 7.9800 1242'-9 0.001 58,382 Total(Pt) Route 4 & �5 M E.P.CAD , Inc. ? Autta FRlsi?{ 2il18 V1d.:i.l0.fi 2-20'x20' SPACING 12/12/2018 11:59:58AM Page 7 ,�;,b Name: FLORESTA ?emote Area Number, 2-29x, :� SRACINIG i.-qutvalent Pipe Lengths of VbIves • d FMIngs jt-='• v Actt+ar Inside ID t;;rteir k.a i Schedule as Steal Pipe I., i-Je r:iar.v. ; Fittings Legeiw ALV Alarm Valve SaIV Ball Valve C Cross Flow Turn 90' CV Check Valve E 90` Elbow Eel 22%Z Elbow FDC Fire Department Connoc`.i, fig Flange g Gauge Ho Hose Hyd Hydrant hloz Nozzle PIV Post Indicating Valve PRV Pressure Reducing Val - sCV Swing Check Valve St • Strainer U Union Z car) A ng V A 4PIg C .,!PT;•*I' Lela} E E AV7l`•' f 1v Lip: CIaV fY :•c . .:i•: LtE P iY::: PO F•IL�8 red SFX V-4i I' l�1 3' s ''v` r v e 'Valve �t E Ow 1 r:`i. Tee . 'CAE TES F ^un.tc CIA. SPI lh•``�i•.r 1�'.'I,c:;' �:iEtE•; �l�Je zaasmsrr.�rar.. =-car .:v�:_:ry4l rl:s•i��.!�:'".,._ .. -_. ...- ..-r,�.:'4:.' .. •-".+. �, ..�. .-fC..... Ak,,tDM-E.P•CAD•Inc. 'F.u3SPRINft20'8v;4,3.10.1 2•_.,;'<w..'EPA(,NG lr` 12C'r= 11;59•57AM paGea BLAZEWNSTER 2C40 PIPE TABLE N-(>;E POIN tr1meS ' (Ir M; TIM. (m) 1-1127{]31NivHES - ----_ ---- - - ... Less than 1 ft 3l4 (20.0) 5,!51 (1.7) ,----- _-. 1 ft to less than I ft 6 in_ -- T.ABLE W TwVO POINTS OF RESTRAINT J I It $ in. to Ie n than 2 ft NOMINAL PIPE LESS THAN I00psi GREATER THAN lWpsl 2 ft tD IBBs than 2 ft 6 in. SIZE 2 ft 6 in. to lew ttllan 3 ft -_... _ afa 114CH d• � I 3 ft to bass than 3 ft 6 in. i-W (40-0) TV (2.1) � 1 INCH E7 _ �, -. -- ----- 3 ft 6 ill. to low then 4 ff 2" (Sp.Oj B.Cr (2.4) I. 1-1-14 INCH. 6' _ g 4 ft ley than d ft 8 m.T-7 4 ft 6 In_ to less than 5 ft 2 T 3 INCHES F 5 ft to Ie�ss than 5 ft 6 tn. 2-112" (fto) 9.0 (2.T) 5 ft 6 in, to less than 6 ft M_ _ 6fttolessthan 6ft6in. MAX, o: -- N. 6 ft 0 In. to less than 7 ff ' MAY-� 7 ft and greater 1 �y��+Arrh�i,�`W'r.-.. No s e RESTAiNT - � DN E-POJNT - 3 RESTAWT TVYO-PDI NT 0 0 9 'I 9 3 3 5 7 7 7 9 i1 14 Garage Installation Specifications shall only apply for the installation of UL Listed 81azeMaster CPVC pipe and iit6rlgs in garages requiring sprinkler protection per NF A 131) and NFPA 13R BlazeM aster pipe and fittings for garage installations. -installation Requirlemerits Protection: BlazeM ester pipe and f-rftings shall be installed concealed behind protection consisting of a minimum of one layer of 318" thlcl€ gypsum CW /,r thick plywood, HANGER SPAI,.IN DETAIL (IA 1 " '� ATTIC UPWCA T Ni1� ��LENJU SPRINKLERvxG9G ] I MUD. Thelf�ril COV0l>ilttJterZl0�ftfl iY�I�LArll;va,o-= Re_';idyr,tiglLeaC1 rep FlarC4rrceafeaSArinMoir Tak'r~ mhl�!2W%""OEM Tedwivw Swwuw err-394S464 Fmx� 2ilm-ai&-riew cmm Pendent, 41 0 F�__] T. r7ES�i4PTiQ#1 t..e r" Jr■. till %S 40a m + %P,.ao. a p bLw . - a +rn■*+er #,-+r w.Aeew► +•x,[ W M Pr-kt ll - *-I ,rrbJ.7i61e %kK d aolu saa..■c rbr..d■.r i. mniloar* r1 wnh Vn.,y-c "k-mo ,f-M aamh b sac*j enb Vti v la °Yr+�4frfa.R�i"■frn. aPf�,. wr--. .Ry.I.I.-a In Oiv4mgw P#wWxv.+..rwc.4 411t!.db •'- '- PW411 r fc the e.■E tr,c All- rf-iOM laird :, rat tw liner, VrEE ..a■..a.s r,. a n-. le awl 1" OW n aw "" - tv Z4_f ■W V&.W 4llrigfa y.xrt+rlr. rda b- 1n,Itao.a,.alr 4rr,rr - - t- '%V WP.... -.0 a -A- - - .f "o oc b seed err q ed.ePra app[R t.dYk M err CU'L'E ell m .it P" W11- ■eh4 '01-V a,t -'.. 1r1. u- 4A�.. - -ih m-iiiho onos Eb-iiii.- MFIL iI 01- o7i,*5 rs %" &cv...aa -m- y,a "wet oaaw+r`y111414■ - � _r io� . Jr. .SJ�.o- Uet•d t•11r. rsrrv, 41.E �e f+p. grrtllr fi,r 1,.e yr. FtrfiN .ar4r11ra m darned ft'r i,e Na6p.uJ r� Prrs,mQ, �..er■eo-F Sr+�vw arld 3r. lh w aw rg.■Oft iPrts+ rargr #:12 . Ir k7!. _ LlSTr11G.SANDAPPRU%AIIA nu.4rprif.11 rrlfcafli y [may 41AH O 1_446i C.& g V V f• i$ Rda>o aft Apprnral Chan - Paw!, na■14 n.rrr rirq ��r .e -. _ .Jai 3. TEC1M11i4L [S'SiA M.ffe.scrq.df.r.tl l. Sf.rwr � w� 1■.for ■ rtiw rrLvn wlw'..n r�p.,brrlp l-N.lari. 7 Tr: (x.1 rsaPrl .iris .fil,rl. Li4ar baL'. rear Hnmd to HIS W 91J.S*OA Or~ wa¢ V,LL i r.�'•7.-' l.d trwi-" 4V rr WO 11" fAd r hen I.mgd �.' err tiA in} flFf r Rwhlma IIUF v 4.2 US (57 -rtr, 1 MwL-Ie�L'- Y.....Y r-P-- P-rr•. s-....drt lice Vil lP.--M,m r--W lrpe.I b-Jr Tr wrks FS by ILL4. �avPdulb t]Ild .e=e.a.rarur^-.aaw•P ide5'Gy r�r.ra■ L.ryt,.2-srd' L67 ,er-.1 .,..r.wr ft..d1da: I ra..■ �srg 6szss lJf��Ga-Ergo uctlemr Tires lwa$C2aodd ilt+kt Ci6t<co-.■C.nk.r! owl Qr W 'd-.arm■. No," uirq A..r. .b r r,r<i.r Myp t,4 an %..h i.ua-.win M. Ir- s_' %_ VHSS [Z! oa.a PW Caleam k.110■rh3se3e.T C-Pd .r UWs C11=0 wnd S..avar r vote, IaNS,SQOrOn Onil..i.f r.frJr hF LAL- rJ.r la ■ - -4 Ywirw o-or J,Yc) 1a adr eel Are SPtlfr..r, J M eta appeP..r ..a,. Jar e-:e Wnkly YrAr and IY.en d.. wa..-I...r ir-tl.. 6. ■.. Wn.Pe. a... n-" ti a- 4 w_ P-,- T..n - F.re3'S dlw Ill -AL FWl Jt* Avid l4 T•.W - Jl..i .�. het+- +.: K-lip 1. .A. r 11_-9w...YJ.. A__.W .eat- or W. vkkw .b- Tv4.a.. d sr Pail r'1a rditlet.f.r6 Palm No. O1Y24A S_ 7W Yu.-Ir�e.prr:�! PW s� n172eA intenw,dUll XIIJ T it" -C1 t5p -Fif6'1:+) 011N11 esPF+�1tr� FThF�Jd: alarm, rrrrT-' FPocaafas �e spsrd,ra-■ugannik rsrlV t61cx,,,,cc rn m f daFiiL�r = Baud m- KRW E 109W th,b mw •AFi1 de -wir9 an in toaorq. M=vdAW kwa4 >te6 W= raq.Irerl"crff* himwlf"ice, FeiFi IR 3bfa4 b Mtru =:Lya;!23 3 rtLc:rn.dn m . •a-shrr At= F1r, LFTUCA . • . SPECIFIC AFP4.#CATIOI+r SPRINKLER VK64M The Ming Cofpa ril l>4 24e1 N 1T#&r.JUW Pm1t Dl Fn. 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W-RCS shoadd tfe your Mat choice r,han sasthaixs mite Talur rDmirfrraWn Jar LiTinait appeal and unbeausb. perlb,,harr8 to decked The M del RC-R{1, a d-W,,d Fi.r Vie reeldardle l wr .tarrble'n and it is perfect Tee um- In homes. hoinlz and abler t o no quarkirm. The Npd4tl #1G11E5 is Ra pe mad' n wet "e reskleniel 1prnskbr ,,Varna fin One- and Two- Farl,g 9,awlivgs wv Manulec4Jted 1,147ift per N6PA 1110-, vmt a.4pa rs l mALal UwInHaLr aysmrrls for RRR1oenGar :D3cupwr:Ies up b and Includnq Four sw,mi In He" Per NFPA 14,4; or, wfet;oh wInklfr fifS1+-M11 rot ,hare-Wdimbal porb3nR01 any fiac Wnell perNFRA -13. 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Jn the e.•naf of rhh eah#f4 % c9m R,Jl Ow agJtiorJfre- r3.--Mg jmrAJIcFf4J7 Far QhfdiarCe and ap4f[7 Ad POAVrg fg dgsa May eWpalrfhe• fnteyFfty olfharse daWAM_ 11' At aSr refp zWbhfffy o0hm fngriUIFW corrNie1w tP prvw7Cf a ogpy ofthiB de° urgent ro the o WJrer or his reprwa]HaUva, dh of M furs, it fs ft uhH WWFr of Iflf a mpw layr-vfdo a C7RY Of this 63C.meef ro a t.btEeufng al.nef. 17Je UWneF ra mpo nsfhre fbr ailthfr3lhNflgl Pirrr Fine pf&h:t ken lretern ■-f derJPgi L7 pwpi r a9crafmg carrdrt'an, Vra trw4JJnp califmsferarmimi0mrJgarrufaciurmrsfiarJJdIry cantp lowflbartyFlWarn4gdwaQmw. mac' 9N CRITLIRJA the h..,. LT- Iwii for L4v r.na inbtlJ:w-, C( loom-, W:ReS ark p.°wrded by b. rro uro Alrrar W muv to sU tjy IMPLWfW1e4 for sJaJv And hue re3rYle Nolws JbddanEfaf Ffre 15prl.11W 6jsarms .fl Jd only ba de■tpne1 rn17 rfr■rahwb' by Jrldlvi=wN who am i-mpkV" hmRi■r OEM f.rbrrtrffe wPFf,;XAr#y FNm f, v&Jf;ftr, pfdCidY}rbtJ end dstlrwg- LirtYer W -Ji-J. mry gopf)+ro rn. r. 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Q52$, rlmr) CPA ec+WPaF r]erPlopR,aniA.■PS1aopI,J - 561dfr lelrY[] pIY rwyllJlwJ Mr 7RLIe; tie IL•['nbY�•d Rea 711t llihRlTpr and r,[tsr3or or tapper P+J.^g �lrYxayyRY R1feyA�eibra Ineta+E.IL�n or the Lip1lfWoriJoedlaL C*wp m, mb;d.fe7e1 tlbs MAY abuser mrYcnhn prc1 lyimgm In ling yarud Ter Watem NYdrautJc tlYrsian CJiJ`aef'tJ1 7a minm wn Feyuilai 3pr ltr ilow W_ ipr Wyraal dfalghnd Ie NMF% 130 air tnit ate ghat. n 1abio A x runelmr, or tuffu rntL mr,,.G Ind I" erwkr.Tlum CII&OAn.i {Wbfflg* Rlydki Tina iprihider W raft Iq the mipowT rCflUlio.] dwinw9■ I'mrn the maW Wr%, ArAdy 6&m.na,np i}wrxjd hrt}m adcn birth. 1olaVrairnt3erd W, nkleiV tip gvCSx-e in NF PR 120 or 13R For system..esi od b NFI3e. 73, try■ rwrruf.r or dgst)r.fe gxinkfem Ia ih Ile tl■ .per •me[ hym'auliFally 7prlrlxlrlp. ;lm Ina.lmu3n ra-yJ 1Fd S4+lr hif{yF r+cm efth emir i?lli zlpf1lTkICY7 n t. to dI■ pm...*r .1 the TpSiwVryy. Ttw tlt + Iflt-a gr.'xr1 W TW[p A jar NFPA 3M and 17R an a tvl,p4on W itmprtlsnli it rmlry and ,Fn.Ir4Iu" a'ap,1■hle cwel V. air. TABL E A. KRA f3D 3 13R *ET P PE Ii `JiDRA Ili 1C a i"_8'IRlrl L4rTER[A for INn.delr SSSS4 Maxlrnum $� 1[x�[meoil[s 1� I,SLWUM alraHBTlr� Tam peral aRailnp r Mlnma+m Areai Spacing (t2C1 T 17U R Insal2wn 19WGing Pregz l' FYy+�f`• p PL Ft Ceilf 9 Typ9 9 l�'tml (m) GPM PSI QPM PSE lm+ +LPN' ter LPk3 ee STIwa1h 1ti2 1 13 19 13 d.0 T.�iiPl�g W to rr3 in4'hes, 14,11 T4 is 7D 13 7+9 3f1-3r4.1) [#•3) {49. } (a48] R�92} {tl,a3l lkamac ceangs per NFPA 1Wt6 16 13 T.0 14 13.? 110"IP CMnctialed & (4,gyA,% f4LO 149.2) (4q 12.0) (CO I ur 13 (2-1) lrr3klTd In bi l 18r1B 18 #7 12fY 18 1 � 3910 155) t64 N 10. 3) ft81) (1 q) 70 irlefles 10121G 24 21 14a gebw i�.11S.1j (Et} i79 6} I1.tT) - herq of beam (a} For oaci mge aRie Oh1LerLyiorls less elan the �boLe m sLtlonlxl, llama W use the miNmLn rtgLAW thaw $DT the Next Htlw Coverage Area Mmo 4Lly Regmerrierlt is toad on FMIMWn taW InGl"WLPki hMrr eUlr1i9Prffllrlt3. the akmaled Rsidtral pressures are Calcuh� m9Llzglie r inal K-Facbf. Rgier Hytjra,sfx l}gi; gn �rjl� p ybgn rGr tletal . (c) For vA$om w0h oitiVng tip a sarlaoth het IJa imak or Aawd, or sloped, la aecoidamee ft 2M FJAW of NFPA 13D,13R w 13 aaapp hbie. $Rr1rl�fiE,r $AdCJ13� �rlt8fl,� ?he rni*w wig belwm eprEal m t b feet(Mir}, The mwnum apaclrg botwen spfJrddars cannot P bernd ffle ciweraT a ea p 1etl hT LJ iI_q d,tsspucft h1f hufr tacJa[5. (Rev. TaII�A) A]Iowa ncc for Friction Liars in F`Ii#ings flat TFP Blaziumaster CPVC (Equhmlertit Feet of Mpe) Fiffi ig Size (in.) --f � 1%ir 1 V 2' 21/^ 3" Teed branch 3 T 5 6 8 10 12 15 Elbow 90 4 6 6 '7 9 12 13 Elbow 45 -- 1- 1 2 2 2 3 4 8.2.5' Obstructions to Residential Sprinki[ars+ 8-2.7 Clots- In all closets and compartments, including those housing merbanical equipment, that are not larger than 400 f!3 (ii.3 m3) in size, a single sprinkler at the highest r.oiting space ahtialI be sufficient with" regard to obstructions or minimum +distarlcos to wall- 8.2.5.61' Shadow Areas. Shadow areas sha11 be permitted in the protection area of a sprinkler as long as the cumulative dry areas do not exceed 15 ft2 (1,4 m2) per sprinkler. NOTE: 110V SMOKE DETECTORS TO BE WIRED TO SYSTEM FLOW SWITCH FOR INTERIOR NOTIFICATION Coupling 1 1 1 1 1 2 2 - - - - - -- - - - R302, 6 Dwell in J garage andi' or carport fire separation .The� garage andJor carport shall be saparated as inquired by Table R302.6. Openings in garage walls shall comply with Tee Run --- 1 i 1 "� 1 2 � Section R302.5. is provision does not apply to garage walks 4ht are perpendicular to the adjacen# dwelling unit wall. R separation is riot required between the dwelling unit and a PJPE To BE BRACED - T- Y 00Z SCREW RPE CLAMP carport, provided the carport is entirely open on two or more sides and there are not enclosed areas above. TABLE R302.6 DWELLING! CARAGE AN DI OR CARPORT SERARATION fT - SEPARATION MATER AL From the residence to the attics Not Jess than"/2" psum board or equivalent appllerf to the garage side. From the Habitable rooms above garage or Nat less than 518" type X gypsum board or carport_ egLllvaient_ Structure(s) sup orting flood ceiling assemIies Not less than 1!2" gypsum beard ar used For separating required by this section. equivalent - Garages located less than 3 feet iron a dwelling Not Ian than zh" gypsum board or unit on the same lot. equivalent applied to the ir1terivr side of the exterior walls that are within the area. -- .-. - 1•VVOQDSaREW - HANGER SPACING DETAIL (NITS) GENERAL INFORMATION: AI�CGeD cPvc Two HOLEst�tAP AIRGCD CPVC TWO -HOLE 917° - (N_ TS. ) &DE MOUE TSTR4P MINIMUM DISTANCES FOR OR MNARY AND INTERMEDIATE HEASS TRACT HOME -PLAN 3 6ou"vouoos4CKING I _ H�-AT8QROE S OR CE TO ORDINARY I SORGFT01NTERME_I.I rE Tract 62 FOR s Rewro FULL JIVIRED 1 80E 4F OPEN RECESSED FIREP#.AGE�. IrMATERIALNbTTHIGI{ENOLICvH} -PIPE - ------ - --------- - OR 9ACKINGNUT I FRONT O.F. RE.CE Ed FIRE PLACE T-0" 3'-D" . COAI_OROOD BUFIN II'krr�S_1;OVE T-16" -- � ^- t.-[1"` OCCUPANCY - R- { L! i4a H47E IQr4 --_... 1'V4oaosaREWiJ�2)- . + KtTCH€N RANGE 1-6" -- _o' � 00N TRUOTION TYPE 1l E ' 4VJ4LL o eN ° N P_ OF STORIES 1 PIPE CLAMP P WLAM HWAIR FLL1ts _- - - 1•-E - i 01-91 - -�w UNISULATED HEAT DUCTS - -1'46" raN13L1LAT!<OHOT WATER PIPES 1,_n" a'-rr• _ ON GUARD FIRE PROTECTION TJI' 51DE OF HOT AIR DIFFUSERS 2a-0" V_cr - Ft?OWO WALLIII101 W deFFUSERS 3'-0" _ - T t'a � ..��_. ALL CALCS ARE BASED ON THE Ar�GCO DOU&L� OFFSET ....... . ...... ... _.. _ .. CPVC HAAIGER 25.30-18i- IJ HOTWATER HEATER OF 7URNACE p•-g" p' ARGCO CPVC STAID -OFF N.T. --- THE LONGEST LATERAL OF LOT 61 f 1 LIGHT FUTURE 0 TO 249 VVA G'-e�' � U-3" n+o al_cl HIGHEST ELEVATION OF LOT: 21 L:RP FkKru RED Tea. 499.WATTj 0 B" I TRACT NO. 248 - 7 ;l L� t. e 4 s AT tg11 FfT 70 71 i 72 1 73 1 74 � 1 N. S. CITRUS Jill I lilt fik 1I'i" lC 131 N LI L - _ � _ FLOW TEST HYDRANT 1191 10 2 2 I24II2a . HIGHEST ELEVATION LOT: _ f l 54 � � ��l�l I LOT 1 - . 7ft - _ _ �9 �� 0 _ _ LOT TO - 10 79 88 ,..� a6 �w -WC - ° 67OW76 i I j 71 I # Jos �.... -� - w 72 LO N JE 1 T' LATERAL. I i1�► LOT 27._Orl } / I _11 L.G. t ' L' I t T# + 1 t48 as I f ViA t 1 ab ALPLTO BE BRACED f-2'k1irajJ PIPE CLAMP !It I� 41.13• lM MM I VY E 2%2 Of KAMK#$ a HleriLma ILIsS ii9H C:I Lib 71 Indls5 Fpi�lB3o $tinrig8 rr :: R�9�rt rtTSin�J v�. .4 ...._ . �'rC11j�'s¢ �f3 fidgJnr} , R^` Indin'l Palms Ccuvy .f k.vL. F } Musirand AM.i;Ftvlol + a r it r I SMOKE .ALARMSOR DETECTORS II I ARE INSTALLER PER NFPA 72 �FPA Lpp,JRRht, F47riER GLUE-IN 17pok ` F6ow snr TUK 11, cp-r at ieaJ 1"SFEAR6GPV.SNSCHECK VALVE u+vc J.bfIPTErt 11 CA51C ,]C1�TM7fyN4 I-CPVC -IW EL67WY [rk` -� �M MAILEAQAFTER i' CPVC � DN GUARD FFRE PROTLK.T1Qv4 POINT OF CrUKULCT08y __-----C41l1:1N(JE3 TO DOMESTIC WATER -t �rl}C�Gpj-Jp WATE MMLFTWF! BOrx7 C USE (r Wh7A R TioirE i!dtl 1 � =H 440 Pvc ,Y,"COPPERS`XP 1I[ 13 -' i•GNECKVRL7VE ti 1 TYPEK 0'P {wafi� cJls l ,RISER AND Uft�Nrf�D/E�RYGRO D LTA/, M iJll�lY7l�iit�R7 ,s''C�lV++Q17f O ��. r. S.� . -._.. ... .. ....... - I GENERAL MOTES: 1, THIS SYSTEM, HYDRAULIC CALCULATION, &ACCOMPANYING DOCUMENTAT10N ARE DESIGNED TO COMPLY WITH THE Z046 NFPA 130 2. ALL PIPE ANO Fr7JNGS SHALL BE TYCO6LAZEMASTCR CPVC APPR4VE0 AND UL LISTED FOR USE I FiRE PROTECTION SYSTEMS, BALL PIPE MMENSJCNSARE CENTER TO CENTER. 4_ ALL PIPE TO BE HUNG USING APPROVED METHODS PER NFPA 1311_ 5. ALL PIPING SHALL BE TESTED FOR LEAKAGE AT NORMAL SYSTEM OPERATING WATER PArfSRURE. SEE NFPA 13 1-5.4. f3. ALL PIPE IN ATTIC SPACES SHALL BE S UFFICIENTLY COVERE13 VVFrH IN9111 LATION TO PREVENT FREEZ NG ( 13Y OTHERS). 7_ 8PRIWKLER HEADS ARE ORDINARY TEMPERATUREANDTHEREFOkE MUST RE SUFFICIENTLYSPAC ED FROM HEAT PRODUCI14G DEVICES AS FOLLOWS: OPEN FIREPLACES: 60" rROM FAONTAN0 W'FROM 51DES RANGE OR WALL OVEN, 18" FROL4 FRONT AN0 SIOES CEILING DIFFUSERS: 24' FRONT OUTSIDE EDGES HORIZOi4TAL DIFFUSERS: 247 FROM EDGE AN 1) 35" FROM FRONT EXPOSED LIGHT FIXTURES: 6" FROM EDGES. 8- HEADS SPACED AT 16 X 1IF SHALL HAVE THE FOLLOW NG ALLOWANCES: V' MINIMUM FROM WALL V MAXIMUM OFF ANY TWO WALLS 16 MAXIMUM BETWEEN HEADS 9 MINIMUM BETWEEN HEADS HEADS SPAGEC AT 20' X 2U SHALL HAVE TH E FOLLOWING ALLOWANCES. 411 MINJMUM FROM WALL iD' I'lMUNI OPFANYTWO WALLS 9. ALL SOFFITS OVER 30' [N 4VIOTH ARE TO BE PROTECTF-D WITH SPRINKLER COVERAGI` UidDI~R SOFFIT, 10. ALL STREET WATER CONIN EGT[ONS ARE FLUSHED AT THE G+ARAGIE RISER BY THE PLUMBING CONTRACTOR A►VD II`'tADMON ARE PROVIDED WITH A STEM NER. 11. PENOENTSP# INKLERS SHALL BE LOCATED 3 ftAWAY FROM CElLIKG FANS AND LIGHT FIXTURES 12. PER NFPA13D 2016 INALL CLOSETS, INCLUDING THOSE CLOSETS HOUSING MECHANICAL EQUIPMENT, THATARE NO LARGER THAN 400W IN SIZE ASfNGLE 5PINKLER AYTHE HIGHESTGEILING SPACE INTHE CLOSET SHALL BE SUFFICIENT WITHOUT REGUARO TO Ot3STRUG-117ONS, PLAN FLOOR AREA TABLE I ST FLOOR 2,497 5Q, FT GARAGE IILFAT PORCH 75 5Q, FT. OUTDOOR LIVING G 201 5 , FT. Supply Flow Test Data That Cond=ad By COACH FLLAVALLEY WATEFt 0ISTRICT Date of Test OV16f'2018 Locatlon located on Jefferson st. Hydran# E[avadon 33 Static Ppmstge 10, 91.000 - ResWual Flow 30M.Oq APPROVAL THE RiVV 5IDr, e„ ¢rNfTY Fitt€ DEPAkTKENT KAS ItCYI&WlD AWu AFPROV110 LFHE PI-aNS,ASSpCIATCtr WiTk YHE PF.RMIT/CAS r. NUM13wR LJ ElYE ElHLLOVo. APPROVYa PLAN 1. VAL.117 Jena .0NQ 'erAR AND J9 fPUB,JECT TO WMpLJANCE Wl-r" /,FPLICA&I_S CODlS Fpcom rimw or Ap FFgr3Vhi AMP REW,1411£p li DATE IF y =,.1: r;Cr.� U3 rL !FW W: W IVY U) �M 0 [�(y � 0. a 03! L90 of n Uj LL ?u.l ° LL LU w O�xo�p�0 LL. LL cr cr zCa C O �nrwo(r ftj z <cM60E-mcPz21OZOLL{�1 0 0Z- 0 Z Z Z� Z LL acsoo� ��eD en LU w0cKC LLI0 lL ZW xD NCaa6lixUas rn 6 a m LL LL Ui � n D 44i �r LU U z fn Z 1W CIL EE9 7 r f1d W :.a is t E A w i2 Zi UA- C22 J WL u� EE ti Vl w � z � rti - CD co L ti m I� 2 0-'f k CW 4Lcr CL, 'K�1Fr ATION 0-4. U_ C-16 LICENSE NO 950378 e OF c: A0 00 L-001 0 tq W C 4 0 Q r%4 i 0 LLJ w� o z qr.0 w � Q r� L 0 W ° Vfl I5 Cr _n 11 11 TTTLE: SPRINKLER PLANS PROJECT NC 16203401 "FlAw". MAXWELL FU LLMER PRATE, 08/ 1 S120118 SGALL N.T.S. 9HEUT FPOO T OF RESTRAINT 1. 1 I c 4 Fl z Lij ' Ul F qyV TEST LOCATION,' 9 o 0 � � � � �SO HiGHI*TF�VAIId LQ¢z 'LuJz.�c:— o MZ5 M� LL _ , I[lyQILfZWW��c ti l tit I t f I 1 ~�,as jr: -�, 0 <[_� I =LINE V S VA P�+3� x� v� I � I 1 � � � �F� ��4±�� 25 EXI I �; � 'm Z P a❑ E Z0 2 W w z o� h I ++ qq — — __ I r z Ua��J wD F W f ) + pQ� I - IFS L F- F- W I 13• ' .ac r r! I I r 'f I <7 4 w0[o]n0��g 2 o I i p+ �1 1 .13 � r 1 • � �/YI� �tG I r + � �I � � W � tl} � {� � � �0 5�.y� h I r�I 1 I I, I � ~ W � F Lh � s# r —f'}T I .'4�IY _ _ i r' F I W d`�[ liJ Q S fl LINEY Qa _ SMH- tExl�_...� •� � � ? .. � er'" jj" � �1 � �'} ' i t MEANDFRIN — [ ' J I I I F XIS11N r 1 ' zJ I 1k1 fi I .'r:] sxt I +i.• I o �' °� � I � -- � -- — {Jf J M ' � . �� 64 of 63 r t to 7 vq µr_-�— I'7,Jf •'� ti--,.,F M1 • �, xt 'x•.r' I L TI ZE 3i r r < _ - I f w 1 + m i 4 �z �j IN EXI:J 1 x I ri LQ 1- , ;1r1 � EE ET�, �u i �� 4''a , � ' { • ..,1 r — _ — — — 4'ell .v... NTRA, 1'_ Il +' Ft VE L _ EF A -S z �a y •- � f" � I — _Y — _— � ��rl 41N1�EF2 LiIRE'' IS�� I I 'PE C` r . � LONGEST LATERAL. � � - 1 = � � �--NYR-AA. R VFRI Y �Ti '� �_ , I �.. - LOT 61: 2770 I a I — iI� a V I - AND ELEVAT JL I^LLJ , I 'L r' I I Luu ix ZZ -- -- -- r •4�}{. `mil — — ....� r _�- _ _ r _7 .�.{J I' ,y i FEET A �`=LEE,IE 'A' A 13f1,7 Y — --- — , 1I ❑ wi k} _`�—_ _. .. — :ft r ---'_ _ .r..., -'r! F+ f •I — LLJ r j f r y I �� J - 4 - z I + I + J J S i� J SMH ' J — •I' I 7 ate° r �12i p - �,�c -� Di fi r' f' - I -t r kr C� y . i - v '} Cl 4.SSIF( �Ihl {'4 �_ 41 j � f 7 � '#'' L }r 5 y } v I cr LLJ -�.r' ti� _ � r �` —r � ■� �� y--t J t„ { I � {1 L�' fi ' F'� �-! 'l, �#�� I, � � .,�, � • � y � - r 1 _ Y _ } CL v) - CL wo Ll- ' --_ •ram { { r SM11#TIi .T »...�r�)fF'E;E T ITA�E,L ' #� _ MTh P, r'=f�_CT _ i "T 11hf�ER E. _ yT 4 i� pw DIfET L11'fRx:T 19,iE7l':'JZzs — -- - — 1 — LJ � -Vi I -: E Tl Fca Ifs WATER METER h ) 5 rl 4y} 1�55,ly�} 44 V a W to 04 w L(44 z M h W z. r a i t � LLI cp 5 �� 0 aLLcL I2 (D i�- M —J 12 TITLE!SPRINKLER PLANS PROJECT HO 1620340 I)gAVVN! MAXWELL FIfJ.1LLMER Da-E. a[p7ll3�1 BIZ, Vi2�018 I"=20' .V.N SHEET FPI0 0 t4 U �1 a J-0-10DOOR LIMING 9'-12 CL . FIRST FLOOR PLAN 1 3 5 7 RISER LOCATION SEE RISER DETAIL Hydraulic Information Remote Area 1-'16xl 6' SFACI NG OCCUPANCY CLASSIFICATION Residential DENSITY (gpmlft2) 0.05 for 512.DDft2 (Actual 218.00ft2) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOWING 2 -FACTOR 4.9 TOTAL WATER REQUIRED 31.11 TOTAL PRESSURE REQUIRED 57705 BASE of RISER (gpm) 26.11 BASE of RISER (psi) 24.029 SAFETY MARGIN (psi) +45.293 (44.0%) : L2 --. r \��• --� R 1 — 7 ;. . ... OMCEIDEN �4 ;9 _- r ' � L — — j EE r9 7 xy r PWCH 9-1' CLS OFFICE/DEN$BATH 2 OPT. OASITA OPT, SCALE. III" 1'•0" @ SE oRUonn d SCALE: 118" = 1•-0" F. 40 BEDROOMS & GOLF CAFET 7. Ito KITCHE[ Ej [I. KI" w � 7-1 1I- 8 45 )T-S HAP E ISLAND OPT *%WALK-IN SHOWER OPT: rFCHEN SCALE: 118" n ti'-0" i f TeR �44Th1 SCALE: lAr = 111-0^ I I I s -0 Q} I - _ I , I {6'Y4 sc7'I i ` I a E 8-3.7 Spnnkiem shall not be required for ceiling packets that meet the foilcwin conditions, i �acl{Er ' �� fatal volume of all unprotected ceiling Sri 3'4 VOL pockaets In a 10 d'-2 3'-4 8`11t? cornpartment does not eweed 100 ft3 (2.8 T------------�I m3). - -- - , I x (2) The entire noo r under the unprotected I K 7'ti r ceiling pocket is j - protected by the spri nklem at the lower 0 Q -I ceiling elevation. t8,9R' E- _- - _ - .- _ -- _ _ , -_-- (3)* The interior finish at the unprotected �z - --- - - - - - -- --. -- .. 0elllno pockL excluding decorative treatments iS t8 �4.1 noncombustible cr limited -combustible Lmaterial. LL (4) Skylights not exceeding 32 d2 (3 m2) shall be perrnivecl '* fir: i ----- ------ to knave a plas€ic cover, r ,ENO tL BEAMS)�O-=EXUVINGRM EL SEAMS MASTER BIED SCALE: IM" a 1'-0" SCALE: 118" i V-0.. Hydraulic uli Information Remote Area 2-20'X26` SPACING OCCUPANCY CLASSIFICATION Residential DENSITY (gpmlftl) 6.05 for 400•DDW (Actual 130.62ft-) TOTAL HOSE STREAMS 5.00 TOTAL HEADS FLOW]NG 1 IC- FACTOR 4.9 TOTAL WATER REQUIRED 26.02 TOTAL PRESSURE REQUIRED 52.937 BASE of RISER (gpm) 21.02 BASE of RISER (psi) 30.134 SAFETY MARGIN (psi) +50.061 (4&6%) a� ZW w 0 L UL s 0 X t/} W ao ono >- wo uJ �Ct❑RO4a0 LL wU� Cr H Oo� Z�d zr-NE Rwmz°`NC7 00ft— 0o WLU � < � � �•-� LL MVJ ir us ufLd -- a m a XWWW [wdC�wox=s ��t a ma WQ-w F LL 7 g LU 14 dL u7 t4 T od I U- } } } z 96 c> W w w oC oC � ae C r° 7 2 c CL �D r 4- �,r,l ION cow U. C-1G �CFNSE M1!{� ' 950370 L N 4 F L) #, LU X z 0 ; CQ C CLLL m a P..- M TFfLE: SPRINKLER PLAT PRCJEMNQ- 162034101 DrAwS. Maxwell Fullmer DATE: 08113121318 SME, AS NOTED SHEET 2 4 6 8 10 FP 0 F-1 WA i � SE 4e%ofto� 7 ON . . . ... ..... . ... ...... . ............ . .. .. ............ . . ..... .. 'AAWLAL I ' TION 11 ILL azu�WG 0z w < W CF £� F-Z Z322—(r z < w <6u12zo Gy� Zip] ZJozo Zo AIL ILW- o I-- 2E0 c?c+�us T �0�It0;�' WWXIr6wflCLLLU0rX �d4a oe��tot��va i LL iL l' r r#� T W L d' { {3 s LJ 7 Z C � C k rL . r F T Fr f' # � a o� rail a U.} J rt OO jpT PA Oks. SIR C-9 6 95037 RF CA�� 0 LU c%j F V41 0) r PT C LL cL I- J i ITLE: SECTION VIEW PRaiECT NO,. 162034O1 M: Maxwell Fullmer E*TE. OBI I W2018 SCALE_ N.T.S SHE" FP30 oydraulic Catwations for Project Name: FLORESTA Location: 79-891 VIA SAN MATEO, LA OUINTA, CA, Drawing Name: PLAN 3 Design Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler Type of sprinklers calculated No. of sprinklers calculated: 1-16'x16' SPACING GREAT ROOM Residential 0.050gpm1fi2 512.00ftz (Actual 218.00ft') 256.00ftz Pendent 2 In -rack Demand: N/A gpm at Node: NIA Hose Streams: 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: 31.11@ 57.705 Type of System: 13D Vplume of Dry or PreActior< Systyr-I: NIA for Node: 1 Date: 0711612015 Location: located on jefferscn st. Source: COACHEL LA VALLEY WATER DISTRICT Name of Contractor:ON GUARD FIRE_ PROTECTION Address: 6438 ARVILLE STREET, IAS VEGAS, NV 89118 Phone Number: 95i-5100-1819 Name of designer-, MAXWELL FULLMER Authority Having Jurisdictions Notes. Automatic peaking results Left: NIA Right: NIA Calculation Date: 12112J2018 Allowance at Source Hose APPROVAL THE RIVERSIDE COUNTY FIRE DEPARTMENT HAS REVILWED AND APPROVED THE PLANS ASSOCIATED WITH THR PERMIT/CASE NUMBER LISTED eaLOW. APPROVED PLAN IS VALID FOR ONE YEAR AND IS suvi EC:T TG COMPLIANCE WITH APPLICADLR CODES FROM TIME OF APPROVAL AND REQUIRED FIELD INSPECTIONS. EDGAR GONZALEZ DATE: PERMITIGASE &Df,4.E.P.CAD, Inc. 1-16'x16' SPAC 12/12/201 c: 2:12:44PM Page 1 'PlHydraulic Summary r. -s Job Number. t6203401 Re; ❑at f?rs. 10ticn i=esidential 0-1606' SPACING) Job ._..�_ r �_ 16203401 �Rw'1=__9-�•L:.i�frrt ...b [,e,nn •.-''&•11�n__� --_ FLORESTA .._• -- —__ _.�_— 79-891 VIA SAN MATEO rt LASQUINTA, CA I PLAIN _ 4.9 K-Faclor 13.00 at 7.040 •rt!1.5. �1^Ce �, rninR _ •- J^.I,1'''+ "_�__— A— YfY'i�.cS'�]� 0Ap 0 512,0012 (Actual 216.00ft� ;��a��y Flr.x _.ii s[-n.. ._— ..—. __�...._..._......_._—.��.,.r.�: r+:.r ��.�. st.,.:•rred c.:,,r,,�:b��::•�,aRr Node f aWRIPM)- 2 256.DOh' �• ..;:. ^. . ,.:: �:• :-_, •,,..,•..,, ,;,�[Ntm:>yroa Hose At Node 600 5.00 0e IRLif0di,,::1 :;,:,:,d ,-:.- 31.11 31.11 Naxrv�i^F�eu��e LL�G•I�rxr�-L-wr+ .. ... . 0.000 j 12.84 beKveen nodes 5 and 6 12.94 between nodes 5 and w — — �dn xc:rxrtdlky':I--+s •r:lwi r _.. nsr.r w:Y.[ vlFna 5762.009al Supplies Hose Flow Static, f,ssidoz! Fla.-r� A ;,8.[le Tn?al OL-riwind Required Safety Margin Node Name is Eni) [ so {„Mi1 y On -' {r xyr.i) _ ita.;? [pert[] �� (si) 1 — Water Supply 103.000 91.-,,00 _ 3000_u-0 102.947 I _31.ii L 57.705 { 45.293 Contractor II 950378 i'�r �U� Jkr�:0,O ON GUARO FIRE PROTECTICV 951-500-i13'ISi _W ...................... 6438 ARVILLE STREET [ LAS VEGAS . i MF,A.E.P.CAD, Enc, AutoSPRINK201£,vT.r.�.'')." 12h.212018 2:14:13PM Page m CL m L 75 z L [4 r x in r ff] � W � � E 0 Z U- R1 Ed Z E 0 O ID --i of -" I = yr a) I 1 CL T N E Z E m U) f f r f f 7 f 7 , f I r r - _ - I ! r f r f - I F - f 1 1 1 r �i Ir T i O O � Zr} Q i �r i If CD. Q. N 'i N 4 L ! M1 M 4 R m (�1 �i ram+ rda 14 R - c isd - amssaad 8 I I I I N OJ m CL A 7 V M C1 4 ",owing DevICSF Summary Of 0 u Device (gem) J 71n 7!, Spritikk.-r 162 13,11 Hose 5fl0 5.00 5.00 t2> Most Demanding Sprinkler DO :cb Number71620340'- & & WERCAD, Inc. -A AtAOSPRINK 2018 V14.3.1 0 12/1=08 2:12:57PM Page 4 .lab Name. FLGRFSTA Remote Area Number: 1-16'xl6 SPACING Date: 12/12/2018 I •suppi lyAnalysis Node .- ............... Name static (psi) Residual, Flow (psi) @ (gpm) AVallable Total demand {psi) (9pm) Required Pressure (psi) 1 Water Supply 103.000 91.000 1 3000.00 .102.997 31.11 57.705 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi), Discharge at Node (gpm) Notes 1 -1' Supply 57.705 31.11 101 10'-1 Sprinkler 7.040 13,00 102 10`-1 Sprinkler 7.158 13,11 500 Z-2 24.519 5.00 2 -1' 57,705 3 -9' 5 7.704 4 -1' 57.703 5 -1' 57,701 6 -14 27,731 7 I -1. 26.516 8 T-2 Supply 24.029 10 10'-7 16,832 12 I 10'-7 13.366 14 10'-7 8.150 1 16 10'-7 SA 46 20 10'-7 13.t33 &® M.E.P.CAD. Iric. AutoSPRINK 2018 v14.3. '12112/2018 2:13:02PM Pace 5 .;tab Name. FLORESTA Remote Area Number: 1-1 6x" 5.' SPAICING DwAs: 12/12J20 N. i, kr"i Notes Node 1 Elev I (Foot) K-Factor added this step Nomir:�111..';! w7 Node 2 Tatal Mcm Un_' Az�Lra I ',C appiicab;e, are addi'd' (FOOtj i (Q) to (Pf) Rod St.,6wn L", 101 101-1 4A 1 11C0 Route 1 Sprinklei. 2,; 7 is 10'-7 13,00 C E7 4 i.322 C�4�) T(31� 16 10-7 Yi -18 10'-7 112�61 0.8749 2,5 10' ��?1, 0, .2 2 Tr(T). 20 10'-7 1261 0Le7_1111 -23 r 1) 1 O'J T., 10 10 11,32 0,87t, ,O 4 f) 9 4' T(3') E (� r1q) 1 1 C'-7 Fluiv f,q' frorn Route 2 -4 - 3., w_.r _ �... 5!). -0.00, 0), 2 1-c(I'), F'V�5 cpig(l'j_ FASE OF RISER -2 3'-2 26.11 3'-2 .j_� i 2_4 0 9 3 yam' ^�� ___1� S 3D 2'-2 57 2'-2 i 5M 1,360 1.2""0 0,637 2E -11 31,11 L 7 so, 50 26.516 0-0-04 0, 0 2 6 27,7311 1 WM LV(-2 2. 1 S3), T 7� 31,11 0,9950 - 2q,971 3221-2 SO 57. -, i3i . 1071' -2 4 -1. M90 T9500 42''A C'0 04 0,002 4EE(13'-7), T(52 11,21 8 57,703 Flow (q) from Route — NO'.e.5) 52 3 -11 31.11 7_19800i � T(52 & Q M. E, RCAD, Inc. A-;',oSPRUJK 201 S v14_5, 11', 0 , -I %� :A.C, $ N S ! ', - 11 22 0 IN Fr 2. 13: SOMA Page 1 .Job Name: FLORESTA Remote Area plumber_ 1-16x' .:" SPACING r-4tti'�atenr Ripe Lengths of Valves id FMhgs (C-1 Actual Inside Di- refer 487 Schedule 40 Steel Pipe Imide. Diameter F: ings Legend mate: I 'BIZ :01 - -- ; 31� 1:�0 ' 40— - 150 ALV Alarm Valve rk^g',' Am'fv.-'A!!l . l:, BaIV Ball Valve BF B:._}c Eu r .......,.t . 6V C Cross Flow Turn 94° cplg cc�'.rlh :; 1,;r Cr(s 'Puri CV Check Valve DOV DeI .1vc1 % -!vo s:)PV rt; i": E 99° Elbow EE= 45' El; ' I:,{ .v Eel 22MV Elbow FDC Fire department ConnuQic fE 20: 1=-u:!Lc-c•',M,•.) , I fF-E 45" r-ireLgck;TlbS! E fig Flange FN RL),a!'Ir;; ti1ir .,. Fr E=;rfi..acia("f;M Tee 9 Gauge G!oV GIcbba ia1v, GJ1..- Ho Hose Hose I-1:::�, , i-1'r ; ;c _ . s:!'. Hyd Hydrant LtF Lc.r::;"',i- �.�f,=. -:3 t�':r•.;.,n:., e Noz Nozzle P trl i12 Pu7.,p Out PIV Bost Indicating Valve PO Pi' . i - - PRV Pressure Reducing Val:,;, red Rodti cre'Ad.-Pt.;r 3 Sup,')!v sCV Swing Check Valve 5Fx Seisraif Fie,: Snr Sprirdh r St Strainer T Tee Flovi i'u; .., Tr --,e :Rig;; U Union WirF l 'V',".!,;. r';ct r V!:r� Z Ca LA, 4) M. E.P. CAD, In c. �,,IJA;.,toSPRiNK2018V?4.3.?i;.C, 1:,..t6'S:Fli?Ci•t13 121M018 2:13:59PM Page Job Name: FLORESTA _ Renote Area Number. 1-16'x16SPACING Date: 12112i2C18 pe. :ihfbrmation Node 1 Mode 2 Efev 1 [Foot) Elev 2 (Fast) K-tractor _ Flow added this step {q) ominal ID Fittings S, Devices Equiv. Length (Foot) Length (Foot) C Factor Total[Pt) Notes FittinglDevice (Equivalent Length} Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting tFe❑t1 Pt Friction Loss Per Unit si (psi) l=1ew(Pe) Total Flaw {Q} Actual ID Total {Foot] .._ Friction(Pf) 3 -1' 12 (See Notes) 88'-4 150 57,704 E(36'-2) 3c' 0.000002 2 -1' 31.11 .11.6500 121'-6 0.000 2 -11 g (See Notes) 7'-10 150 I 57.705 Water SuPPIY 0,000010 1 -1' 31.11 7.9800 7'-10 0.000 0 00 57„705 Hose Allowance At Source Total(Pt) Route 1 _ 1 31.11 W 02 10'-1 4.9 13.11 (See N otes) 3'-7 150 7.158 •••••Route2••••- Sprinkler, 2E(4'), Tr(V) 9' 0-095864 -0.217 14 14'-7 I 13.11 0.8740 12'-7 1.209 14 10'-7 0.39 3/4 (See Notes) 43'-5 150 8.150 Flow (q) from Route 3 5Tr[1'j, T{3'} 8, 0.101253 12 j 10'-7 i3.50 0.8740 51'-6 5.217 12 10'-7 1.29 4/1 {See Notes} 22'-11 150 13.366 Flow (q) from Route 4 6' 0.119840 10 1OW 14.79 0.8740 2$'-11 3.465 16.832 Total(Pt) Route 2 16 10 -7 12.61 (o Notes) 23'-1❑ 150 8,145 ••••• Route 3••••• Flow (q) from Route 1 �, -- 30'-1 J 0.000145 14 10'-7 __._. 0.39 0.8740 0.004 8.150 Total(Pt) Route 3 20 10'-7 I %,, (See Notes) ! 45-6 150 13,283 ..... Route 4 • • • • • T(3 ) BTr(17, E(4'), T(3') 18' 0.001310 12 1 OW 1.29 18740 a3'-$ 0.083 13.366 Total(Pt) Route 4 5 -1' 19.90 8 iSie Notes) 1040'-6 150 57-701 I ..... Route 5-- Flow (q) from Route 1 11EE(13'-7), T(52'-10) 202'-3 0.000002 4 -1' 11,21 7.9800 1242'-9 0.002 57.703 Total(Pt) Route 5 :1 M.E.RCAD, Inc. Sx Aut-ASPRINX 201S v14.3.10.0 1-1608' SPACING 12112/2018 2:13 59PM Page 2 HydrauficCalculations for Project Name: FLORESTA Location: 79-891 VIA SAN MATEO, LA QUINTA, GA, Drawing Name. PLAN 3 Design Remote Area Number: 2-20'X20' SPACING Remote Area Location: BEDROOM 4 Occupancy Classification: Residential Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: 0,050gpm1ft2 400.00ft2 (Actual 130.62ft') 400.00ft? Pendent 1 In -rack Demand: NIA gpm at Node: NIA Hose Streams: 0.0 gpm at Nude; 1 Type: 5.00 at Node: -500 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 26.02 @ 52.937 Type of System: 13D Volume of Dry or PreAction Systern: N/A for Node: 1 Date: 07/16/2018 Location: locate} on jefferson st. 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; MAXWELL FULLMER Authority Having Jurisdiction Notes: Automatic peaking results left: NIA Right: NIA Calculation Date: 12/12/2018 Allowance at Source Hose &CM,E.P.CAD, Inc. : lAu3oSPRINK 2018 v14.3.10.0 2-20'X20' SPA( 12/12/2018 2:15:02PM Page 1 1157-I - p —2111 1Hydraulic Summary Job Number' 162034el .". ,m� .0.. Ai4s!denial'2-20'X20' SPACIN 0) . Jab -b - -,t !. 16203401 0 NWM: FLORESTA 79-891 VIA SAN MATEO .......... LA QUWrA, CA ;PLAN 3 4.9 K-Factor 21.02 at 18.400 Re-30envial 0.00 Node HMe At Node 500 r ".-A 0 Appawlw 400.002 (Actual 130.62 Flovviap 400-ODW 5.00 T" 5.00 gv— FkM 7aM.0 To W Wm N.*Hd WAWlo 26-02 26.132 0.000 ffl.d.— vax p �. U.—W . . . ......... 11.24 between nodes 18 and 201 10.74 between nodes 5 and 6 wv- c.lwrYy hi D'y pips 67W,00gal 'Uppli es Hc-"- Flow 'Rafic R e! lell., -1 Fl,- , Q T�W Demand - Node Name (emn) .(pail I I ftter Supply 1u 103.004 1.000 30,51 CGG I C. Contractor 950376 lF'i'—AU"—L*JACOB0 Required 1 Safety Mat -gin (psi)___ I (D80 52.937 1 s0.061 N— d C.W."w ra ono ON GUARD FIRE PROTECTION 6438AFZVILLE STREET .................. . ... . ............ LAS VEGAS. NV 89118 vu 0 M,E.RCAD, Inc. WAutoSPRINK 2016 04-3-11-0 12,'1212018 214:51PM Page 1 O 2 O a q b � Lu % ®± E \� E 2k = E o ® . , CL 2 �) . E 0 \ �E2 � ! � .� \ ! � - � r � � � � � ƒ / § § / & e � ; s; § $/ o. , , � 7 / � - �;) § Zƒ CA E m �R P4 M ■ 2 a e Q c . -_eaud \ ) k § § $ ] ) k / 2 ± � N \ 9 d / 7 Q c < O LU Summary Of Liu' DL vices Job Num,-5ar: 16203Q! I is I -I 1.1a:i;6--MO� I 01-2UX'20' SPACING Actual Flow Device 111 Sprinkler 201 21.02 Hose 500 5,00 latz VAutoSFIRINK201804.3.10.0 & C WERCAOr Inc I211212'018 215-1OPM Page 4 Job Name: FLORESTA Remote Area Number: 2-20'X20' SPACING Date: 12112/2018 Supply. Analysis Node Name Static (psl) Residual Flow W (psi) @ (9pm) Available Total Demand (psi) @ (9pm) Required Pressure (psi) 1 Water Supply 103.000 91.000 300o.00 102-998 26.02 52.937 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (9pm) Notes Supply I 52.937 26.02 201 10'-1 Sprinkler 18.400 21.02 500 2'-2 30.606 5,00 2 -1' 52,937 3 -1. 52.937 4 -1' 52.936 5 -1' 52.934 6 -1' 33,297 7 -1' 32 A2 3 8 3'-2 supply i 30,134 I 10 1 U-7 24,250 12 10'-7 22.235 18 10'-7 I ! 18.987 E 20 10'-7 I 21.438 ® M.E.P.CAD. Inc. AuiuSPRINK2018 v14.3. 12112/2018 2=15:27PM Paqe 5 lob Name; FWRESTA Rernote Area Number: 2-29KinSPACING r Date: 12M2J411011 F,,o 0 M.E.P.CAD, Inc. A I -.1o'SPRINK2011804.3.101.0 2 T), 2, 1, ' `:'F 'A C- 'i 2 fli 2 f 2 0 1 E 215-33FIVI Page 6 Job ,Name: FLORESTA Remate Area Number: 2-2UX29 SPACING Date: 12I121/2M 3 P-101nfvrmation Node 1 Elev 1 {Foot} K-Factor Flow added this gsltep NoMinal 10 itti$ ' Fi,Ring5 es E uiv e Length 5 (Foot) Length (FootN C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to JP() and shown as Fitting {Foot) Pf Loss Per Unit Loss (Rsi} Eie�{Pe} Node 2 Elo ) {Foot) Total ) (Qj Actual ID Foot • {Foot) F►iction(Pf) 2 -1' g - {See Motes) 7-10 150 52-937 Water Supply 0.0000D7 1 26.02 7.9800 7-10 0.000 0.00 52,937. Hose Allowance At Source Total(Pt) Route 1 _ 1 26.02 12 1 D'-7 6.67 + a.3+' '.: (see Mates) 22'411 -...,�, 150 . 22-235 .................. — •••••Route2••••• Flow (q) from Route 3 and 4 3Tr(1`), T(S 0.069i06 10 10'-7 11.03 0,8740 2$`-11 2.016 2t250 Total(Pt) Route 2 18 10-. 11.35 ,, .4 {See Notes) 97'-4 150 18,987 •••••••• Route 3•• Flow (q) from Route 1 9Tr(1'), 4T(S) 21' 0.027456 12 10'-7 6-61 0.8740 118'-4 3.248 22.235 Total(Pt) Route 3 20 10'-7 '/, i (See Notes) 45'-G 150 21,4311 • • • - • Route 4 T(S) ffr(1'), E(4'), T(3') 18, 0.012540 12 10'-7 J 4.37 0.8740 53--G 0.797 22.235 Total(Ptj Route 4 5 -1' 16.65 8 (See Motes) 1040'-6 150 52,934 • • • • • Route 5 • • . . Flow (q) from Route 1 11 EE(13'-7), T(52'-10) 202 -3 0,000001 4 -1' S.37 - 7.p$00 1242'-A M01 52.936 Total(Pt) Route 5 k 0 M E.P.GAD, Inc, �� P,uto� !=P!!J?c 2�)13 114,s. i �.•; 2.20'X20' SPACING 12/12/2019 2 15-133PM Page 7 Joh Name: FLORESTA Remote Area Number: 2-20?C?O' SPACING -quivalent Pipe Lengths or valve� nd rgtEngs lL -�2L, er it i1_.. • I Actual Inside M_ �rzter ;.87 Schedule 40 Steel Pipe I -;ide Diameter I VC%., Fittings Lc-genel ALV Alarm Valve AngV Ai a'r .,.a l.; _i ~',; BaIV Ball Valve 8 P Bn;-kllr;ivFrLV:X-,,; E1 4,alve C Cross Flow Turn 90' epig t G;+,,iirQ Qr CV Check Valve Dely :J lu t V,4vs4 UPV l3 ?+ L'O.- Va!vt. E 90' Elbow EE •'sir' 121-]]- w Ls•I 11;;' ,";L:rkfv Eel 22% Elbow f FI '•rf D Pica fd v';-a< D,op FDC Fire Department ConnejAic fE 90° Firet _t 45' �'i•:,,LrxKTfi.P E bovv fig Flange FN Ftc;atirig iioda r T Tet g Gauge- GioV Clos_'v ifc C`•! C:r '.oKe Ho Hose Most, Ho'.,5; fiv 'Ia7ve Hyd Hydrant t,tE E ; r;0 ''lrrri Er :; r 2cl. M,2c hcn ca. Tee Naz Nozzle P1 P,,Fnr In P2- Pwir!y Ou PIV Post Indicating Valve PO Pr`.c' OWIE, PLr t -P. P,, ;.cry l•'lelief Valve PRV Pressure Reducing Valve red S . �'i•,�,Jll sCV Swing Check Valve SFx Se;snrlic: l=!rx Spr St Strainer T le:: Fi: e'Our `_T Tr U Union WrF VVOr•sbo V"J'iv i'�Ie Or Vaive Ca Rm � ��i �rK7Mo. - .. .-,c�-.:'& _ - c::F•. �V;zK.-..ewxr-.:-:.. ..- .. _ ..:.... r.:••.+na.-a M_E.P.CAD, Inc. ,. h.;toSPl?IMK2Mv14.3,10.+.7 .. v'h'.'c' ; '-!.;1:G ',;a L2,12C1S 2,15,32PM Page Z Domestic Water System Flow Analysis Coachella Valley Water District 75515 Hovley Lane East Palm Desert, CA 92211 Domestic Water System Flow Analysis (Hydraulic Model) Requested By: ON GUARD FIRE PROTECTION Date: 06/21/18 Address: 11800 STERLING AVE. SLATE L APN: 776-360-052 & 776--220-008 Req. Fire Flaw: 1,000gpm at 20psi for2 hours. Contact Name: VIVIANAHERNANDEZ Project Name: FLORESTA-TR#36762 BEAZER HOMES Phone: 702-966-8021 Email: VIVIANA@CNGUARDFP.COM Cell: 714-658-7712 Domestic Water System I" hydrant- located Avenue 52 (entrance of the gated community)- PLEASE SEE ATTACHED MAP Flow Analysis Location: 2n6 hydrant- located on Jefferson 5t. Model Information Flow Analysis Description ' ' ' ' ' Requested Test 1 Test 2 Test 3 Test 4 Flow Domestic Elevation (Ft): 29 33 None system flaw available thout Steady State, Dynamic (psi). 105.35 103.71 Residual Pressure (psi): 94.49 91.23 exceeding Fire Flow Tested (gpm): 2,900 3,000 N/A CVWD's Combined Total: N/A criteria. Tested Model Junction: J1902, J1898 Duration: 2 hours Demand Conditions: Peak Day Demand (PDD) Reservoir No./Level (s): 6736-1/24.58'/24.58' Pumps Operating No's; Pumps On Pressure Zone and HGL: Lower La Quinta (235') Model: FlarestaFF-CVW❑ DomesticWater 012616) Comments: The domestic water system is capable of providing 2,900 gprn (Test Location No. 1) and 3,000 (No. 2) for 2 hours that satisfies CVWD's minimum pressure, velocity, and/or head loss criteria. This flow can be achieved by using multiple fire hydrants. This simulated system flow analysis may not include all facilities that may be required for this development/project. Please check with Development Services for further information on all required facilities. The theoretical flow to drop the residual pressure to 20 psi is greater than 5,000 gpm at Loth test locations. Please note the theoretical flow exceeds CVWD's design criteria on the domestic 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. 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Ir Y rpFq ,.�,,,w�i��} ►�Wphq,Tl6 kd�.[�ey'y'r� iv .-coop r•#'N' rrc r't �/:•Y�.�..7�v'•}G ��i.Or ��YN iClplA � MWN 10 W]1 FJ HEFTY 41540 I f. — 7 — 5 — 3 z Al o. 1, t 1�- I L A JEFFFRSON Q A 6 — 7 — 4 — 3 STREET 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 or tl SENJU SPRINKLER CO.,LTD.El Residential Lead Free Flat Concealed Sprinkler, Pendent, LIZ 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. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push -on and/or thread -on, thread -off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler 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 13R; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bars/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 1/2 inch (12.8mm) vertical adjustment. 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' escape or evacuation in case of 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 (S.3874) endorsed by AWWA's 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 the 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 the responsibility of the installing contractor to provide a copy of this document to the owner or his 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 manufacturer should be contacted with any related questions. Document No. U085160 Date : Feb/09/2015 TECHNICAL DATA Approvals: UL„,, Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPM/psiV2 (70.6 LPM/bar'12) Temperature Rating: 162T (72°C) Sprinkler with 140T (60°C) Cover Plate 175T (79°C) Sprinkler with 162T (72°C) Cover Plate Color Code (Sprinkler) 162T (72°C): Uncolored 175T (790C): White Color Code (Cover Plate) 140T (609C): No Mark 162T (720C): White -Colored Mark Vertical Adjustment: 1/2 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 Senl Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 OPERATION Page : 2 of 8 2— 16- (0 52mm) NPT1 /2 Markin Lot No. 3 Year of Manufacture SIN : SS8464 K—factor : K4.9 Temperature Rating : 162'F/72'C E UL Mark or 175'F/79'C r Control No.: 6P37 v NSF Mark :NSF-61—G 4 RES SPKR 5 114 01 Body (Copper Alloy) 6 © Deflector (Phosphorus Bronze) 03 Gasket (PTFE) ® Fusible Metal (Solder) 50 Heat Collector (Copper) 2— 5/ ( 0 68mm) © Cover Plate Assembly or 3—%4" (083mm) or 2— %8-square (❑68mm) FIGURE 1. Model RC-RES K=4.9 Color Code Markin 0o SIN : SS8464 K—factor : K4.9 O O Temperature Rating 162'F/72'C or 175'F/79'C UL Mark _ o o® ®o 0 .o 0 COVER PLATE SPRINKLER (Top view) (Bottom view) FIGURE 1-1. Marking (Color Code) In case of fire, the solder component 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 recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) Normal Condition =* Cover Plate Operation =* Sprinkler Operation =* Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) Document No. U085160 Date : Feb/0912015 Page : 3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES 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 coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority having jurisdiction. The Model RC-RES must not be used in applications where the air pressure 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 radically 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 small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with 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. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: (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. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) — Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for system designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. 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 followings; The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No. U085160 Date : Feb/09/2015 Page : 4 of 8 A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the "design area" comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 Maximum Ordinary Intermediate Coverage Maximum Temperature Rating Temperature Rating Deflector Minimum Area(a) Spacing 162T (72°C) 175T (79°C) to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ft. Ceiling Type Ft. (m xm) (m) GPM PSI GPM PSI (m) (LPM) (bar) (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 14x14 14 13 7.0 13 7.0 Beamed (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Ceilings per NFPA 16x16 16 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 18x 18 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 below (6.1 x6.1) (6.1) (79.5) (1.27) — bottom of 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. (c) For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table 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 the 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 sprinklers that would cause improper operation or non -operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. U085160 Date : Feb/09/2015 Page : 5 of 8 Use a torque of 7 to 14 ft.lbs (9.5 to 19.01l/m) to achieve a 112 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, 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. Installina Procedure Step 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 fitting so that the distance from the face of the fitting to the mounting surface will be nominally 2 inch (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 Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves 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 the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Tolerance Limit of Ceiling Level' indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here Do NOT Ave. %"(6.4mm) Min. Y8- (3.2mm) Over —Tighten Groove on the Sprinkler erance Limit Ceilin Level V Protective Ca N :Ceiling Ceiling prace Mounting Surface Groove of the Socke: 2-3/(tb 60mm) Socket Wench Ceiling Hole Diameter CORRECT INCORRECT FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler fitting as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No. U085160 Date : Feb/09/2015 Page : 6 of t Sprinkler Head MOMWO Protective Cap Step 1 1 Ca Remover RC Step 2 Hook by turning LI Step 3 1 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL Document No. U085160 Date : Feb/0912015 Page : 7 of 8 CARE AND MAINTENANCE The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40 F14 °C to prevent freezing and bursting of the pipe and/or 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 the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper installation 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 prevent 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 control valve must be obtained from the proper authorities and all affected by this action parties 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 and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, 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 systems to aid in the control of a fire involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds 100T /38°C. Automatic sprinkler 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, and after installation. Damaged units, as a result of dropping, hitting, over -tightening, or wrench slippage, must be replaced. The Model 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"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or 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, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any 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. Document No. U085160 Date : Feb/09/2015 Page : 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 1621E (72°C) or 1751E (79°C) ) Cover Plate Assembly: 2-5/8 inch (0 68mm) or 3-1/4 inch (g5 83mm) or 2-5/8 inch square (❑68mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 1401F O O - - - O - O O 3-1/4" Round, 1401F O O O O O O O O O 2-5/8" Square, 1401F O - - - - - - O O 2-5/8" Round, 1621F O - - - - - - O O 3-1/4" Round, 1621E O - - - - - - O O Tools for Installation of Model: RC-RES Socket for Model RC-RES Wrench & Socket for Model RC-RES Cap Remover RC Document No. U085160 Date : Feb/09/2015 Page 1 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION 411aSPRINKLER VK696 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 1. DESCRIPTION The Viking Attic Upright VK696 is a specific application concealed space sprinkler that provides superior fire protection in combustible and non-combustible sloped attic spaces when used in conjunction with Viking's model V-BB (Back to Back) and V-SD (Single Directional) specific application sprinklers. Installed in the upright position, with the deflector parallel to the roof, the Attic Upright used in combination with the model V-BB increases the allowable span from 60' to 80' (18,3 m to 24,4 m). Viking Attic Upright sprinklers can be installed with either steel or CPVC piping, and allow the use of CPVC to feed the protected space below the attic (CPVC allowed on wet pipe systems only). They are available in brass or with corrosion -resistant Electroless Nickel PTFE (ENT) coatings where salt water and other corrosive elements are a consideration. Viking Attic Upright sprinklers are cULus Listed with specific application guidelines for use as special sprinklers as defined by the National Fire Protection Association (NFPA), and are listed for specific pitch range 4:12 to 12:12. 2. LISTINGS AND APPROVALS " cULus Listed: Category VNIV C &US Refer to the Approval Chart on page 3. 3. TECHNICAL DATA Attic Upright Sprinkler VK696 Viking Technical Data may be found on The Viking Corporation's Web site at http://www.vikinggroupinc.com. Specifications: The Web site may include a more recent Minimum Operating Pressure: 7 psi (0.5 bar) edition of this Technical Data Page. Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 4.2 U.S. (57 metric*) " Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass -bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (57 mm) Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-Cl1000 and Stainless Steel UNS-S30400 Ordering Information: (Also refer to the current Viking price list.) To order the Attic Sprinkler, add the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, ENT = JN Temperature Suffix: E = 200 °F (93.3 °C) Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking website under Technical Data) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B Sprinkler Cabinets: A. Six -head capacity: Part No. 01724A B. Twelve -head capacity: Part No. 01725A Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) Page 2 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 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 4. INSTALLATION Refer to appropriate NFPA Installation Standards. NOTE: Precedence for allowing 4.21K sprinklers to be used on dry pipe systems utilizing corrosion -resistant or internally galva- nized steel pipe is based on paragraph 8.3.4.4 of NFPA 13 (2013 edition). 5. OPERATION During a fire condition, the heat sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the deflector, forming a uniform spray pattern to extinguish or control the fire, and protect the piping in the interstitial space. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Attic Upright Specific Application Sprinkler 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. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Bulb Color Ceiling Temperature' Intermediate 200 °F (93.3 °C) 150 °F (65°C) Green Sprinkler Finishes: Brass, ENT Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. 3 cULus Listed as corrosion resistant. Protective Sprinkler Cap Wrench Flat 10896 m Figure 1: Standard Sprinkler Wrench 10896W/B �1-1/4" (32 mm) I T_ 2-1/4" (57 mm) ®�1��1��1a 7/16" (12 mm) J 1/2" (15 mm) Nominal Pipe Engagement NPT (Dimensions are approximate) Form No. F_042815 16.01.28 Rev 16.1 Page 3 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 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 APPROVAL CHART Temperature KEY Attic Upright Specific Application Sprinkler VK696 Fin1sh Al }f *- Escutcheon (if applicable] hL For Combustible and Non -Combustible Sloped Attic Spaces Part Maximum Thread Size Nominal K-Factor Overall Length g Listings and A rovals3 g pp SIN Number' Pressure NPT BSP U.S. metric' Inches mm cULus° FM LPCB ICE Q 19538 VK696 1 175 psi 1/2" 15 mm 4.2 57 2-1/4 57 A1, A2 I -- -- I -- -- Approved Temperature Rating Approved Finish A - 200 °F (93.3 °C) 1 - Brass, 2 - ENT' Also refer to Viking's current price schedule. ' Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the United States and Canada. ' cULus Listed as corrosion resistant. DESIGN CRITERIA - UL (Also refer to Approval Chart 1) owable Roof Span, Flow, Pressure and Slope for Specific Application Sprinkler Protecting Attic Sprinkler Thread Size Nominal Allowable Roof Minimum Minimum Dry Pipe System Base Part SIN K-Factor Span' Flow Pressure Maximum Water Pitch' Delivery Time Number NPT BSP U.S. metric Ft. (M) GPM LPM PSI BAR (in seconds) Minimum 7 psi (0,48 Bar) 4:12 to 60 seconds 19538 VK696 1/2" 15 mm 4.2 57 10 (3,1) x 12 (3,6) Minimum 0.10 gpm/ft' 12:12 (All System Sizes) (4,1 mm/min.) Design Density NOTE: Precedence for allowing 4.2K sprinklers to be used on dry pipe systems utilizing corrosion -resistant or internally galvanized steel pipe is based on paragraph 8.3.4.4 of NFPA 13 (2013 edition). Pitch and slope indicate the incline of a roof, expressed as a proportion of the vertical to the horizontal. 'The Attic Upright is measured along the slope maximum 10 ft. (3,1 m) perpendicular to slope by maximum 12 ft (3,6 m) parallel to slope. IMPORTANT. Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page SR1-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accor- dance 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_042815 16.01.28 Rev 16.1 Page 4 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 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 ADDITIONAL DESIGN CRITERIA - UL Chart 2 (Also refer to DESIGN CRITERA Chart 1) Allowable roof scan. flow. pressure and slope for attic protection usina Viking V-SD Sprinklers Design Criteria: Flow and Pressures refer to Design Chart 1. System Type: Wet systems and dry systems. Piping Types: Steel (wet and dry) CPVC (wet systems only). Occupancy Classification: Light hazard only. Viking Attic Upright Sprinkler Spacing Maximum Coverage Area: 120 ft2 (11,2 mz) Minimum Spacing: T-0" (2,1 m) from Attic Upright Sprinklers, V-BB Sprinklers, V-SD Sprinklers, and Standard Spray Sprinklers, when measured along the peak/ridge direction. 26'-0" (7,9 m) from Viking V-BB and V-SD Sprinklers when measured down the slope. Maximum Spacing: 10'-0" (3,1 m) when measured perpendicular to the slope. 12'-0" (3,7 m) when measured parallel to the slope. Additional Spacing Considerations: If there is more than one row of Attic Upright Sprinklers, they must be staggered as shown in Figure 3. Attic Upright Sprinklers can provide up to 10'-0" (3,1 m) coverage at the eave(s) beyond the maximum allowable roof spans for the V-BB and V-SD Sprinklers by installing a row of Attic Uprights. Refer to Figure 4 and 5 for installation criteria in these situations. Deflector Position: Deflector located 1"— 3" (26 - 77 mm) below the bottom of the top chord or bottom of solid wood rafter for all roof pitches as per the listing from 4:12 — 12:12, with a maximum top chord or solid wood rafter depth of 12" (305 mm). Use of UL Listed CPVC Blazemaster Piping (Wet Systems Only): Can be used to supply the sprinklers protecting the floor below the combustible concealed space when covered with 6" (153 mm) of non-combustible insulation over the horizontal or vertical piping, and extending 12" (305 mm) on both sides of the center line of the piping. If the piping is located in the joist, the width of the joist channel must be entirely covered to 6" above the top of the piping. The area above the piping must be protected with the Viking Model V-BB's, V-SD's, or the Attic Upright Sprinklers. Listed CPVC Blazemaster piping may also be used exposed to provide wet system, vertical or angled, sprigs to Attic Upright Sprinklers where: • The exposed portion of an angled sprig is a maximum length of T-0" (0,9 m), with the sprig being supported adjacent to the Attic Upright Sprinkler, and vertical restraint is provided on the horizontal pipe runs with CPVC hangers. • Maximum exposed length on a sprig of 10'-0" (3,1 m), with a maximum lateral distance for the Attic Upright Sprinkler of 12" (305 mm) off of the centerline of the sprig. Sprig must also be supported at the swing joint to the Attic Upright Sprinkler. • Minimum 6" (153 mm) deep of non-combustible insulation extending 12" (305 mm) on each side of the pipe centerline for the CPVC branchline feeding the Attic Upright Sprinklers. • If the CPVC branchline is installed inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6" (153 mm) deep non-combustible insulation on top of the branchline feeding the Attic Upright Sprinkler sprigs. • Additional non-combustible insulation can be added to reduce the exposed length of the sprigs being used with the Attic Upright Sprinklers. • Installed with a minimum lateral distance of 18" (458 mm) from any device that produces and releases heat, i.e Attic furnace, Kitchen or Bathroom Exhaust fan, Flue Vents, Heat Lamps, and other such devices. Continues on next page. Form No. F_042815 16.01.28 Rev 16.1 Page 5 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 -N411a 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 Continued from previous page. Insulation requirements are provided solely for Fire Protection purposes and not for freeze protection. f Non-combustible insulation being used needs to be verified for chemical compatibility with the CPVC piping at www.lubrizol.com Obstruction Criteria: Refer to Figures 6 and 7. Refer to Sections 8.8.5.2.1.3 and 8.8.5.2.1.7 of NFPA 13, 2013 for requirements if installed on greater than 2-1/2" diameter piping. Hydraulic Reauirements: Minimum Design pressure: 7 psi Minimum design density: 0.10 gpm/sq. ft. For individual areas requiring more than four Attic Upright Sprinklers, the maximum area of the attic protected by Attic Upright Sprinklers is 3,000 ft (279 m2) in any single area. In order to be considered a single area, the areas protected by the Attic Upright Sprinklers must be separated by a minimum of 15'-0" (4,6 m), having that separation being protected by V-BB or V-SD sprinklers. The design area shall include the most hydraulically demanding sprinklers, and in certain cases may require more than one set of calculations to verify the systems design. Refer to the Technical Data Sheets for the Model V-1313 (Form No. F_042915) and V-SD (Form No. F_043015) Specific Application Attic Sprinklers for more information regarding hydraulic requirements of Attic Upright Sprinklers. ti.}{F• iF.4I.. • . ii h. ..'4f itiKn• %.:. {:.�i I.i�.•+�i ialh• •hl Form No. F_042815 16.01.28 Rev 16.1 Page 6 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 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 When the total number of Attic Upright Sprinklers at the hip is greater than 4: Wet Systems: Calculate the most demanding 5 model V-BB or V-SD Sprinklers, add the most demanding 2 Attic Upright Sprinklers, then calculate the most demanding region up to 1500 ft2 (137 m2) that uses Attic Upright Sprinklers (example: Region 1 at right). Use the most demanding calculation. Dry Systems: Calculate the most demanding 7 model V-BB or V-SD sprinklers, add the most demanding 2 Attic Upright Sprinklers, then calculate the most demanding region up to 1950 ft2, (181 m2) that uses Attic Upright Sprinklers (example: Region 1 at right). Use the most demanding calculation. Region 1: Region 2: Region 3: Attic Upright Sprinklers V-BB Sprinklers shown Attic Upright Sprinklers Spacing must a ' ' be staggered S ;; for additional •i • ' rows co � 15' (4,6 m) Minimum � Refer to Figures 4 and 5 below. For attics having a span of 60 - 80 ft. (18,3 - 24,4 m), only the 8.OK model V-BB sprinklers combined with Attic Upright Sprinklers can be used. For attics with a span of over 80' (24,4 m), Standard Spray Spinklers must be used. In an attic using single ridge construction, 8.OK model V-BB sprinklers must be used to protect the center portion. Attic Upright sprinklers or Standard Spray Sprinklers should be used to cover up to 10 feet (3,1 m) at the eaves beyond the maximum 60 ft. (18,3) span covered by the model V-BB Sprinklers. Refer to the Technical Data Sheets for the model V-BB and V-SD sprinklers for more information. Over 60 - 80ft (18,3 - 24,4 m) 6' (1,83 m) 6(1,83 m) Maximum Maximum Minimum y 10' (3,05 m) V-BB Coverage Maximum Attic Upright Coverage Figure 4: Model V-BB Spinklers Combined with Attic Upright Sprinklers Covering Over 60 to 80 ft. Span Attic Upright sprinklers spaced 8' - 7' (2,4 - 1,8 m) on centers V-SD \ 6' (1,83 m) Maximum 6' (1,83 m) Maximum / 4' (1,22 m) Minimum V-SD 110' (3,05 m) Coverage Maximum Attic Upright Coverage Figure 5: Model V-SD Spinklers Combined with Attic Upright Sprinklers Form No. F_042815 16.01.28 Rev 16.1 Page 7 of 7 ATTIC UPRIGHT SPECIFIC APPLICATION SPRINKLER VK696 -N41KJ 0 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 Refer to Figure 6 below. Requirements: X >_ 3Y or 3Z, X <_ 24" (610 mm); Use the larger dimension Y or Z. ELEVATION VIEW X Y, f Z TABLEATTIC UPRIGHT OBSTRUCTION CRITERIA Horizontal Distance (X) Minimum Vertical Distance Below Deflector (W) 56" 3" (5152 mm) (77 mm) >6" - 9„ 4„ (>152 - 229 mm) (102 mm) >9" - 12" 6" (>229 - 305 mm) (89 mm) >12" - 15" 8" (>305 - 381 mm) (204 mm) > 15" - 18" 9-1 /2" (>381 - 458 mm) (242 mm) >18" - 24" 12-1/2" (>458 - 610 mm) (318 mm) >24" - 30" 15-1/2" (>610 - 762 mm) (394 mm) >30" 18" (762 mm) (458 mm) PLAN VIEW YI Z X Form No. F_042815 16.01.28 Rev 16.1 Replaces Form F_042815 Rev. 15.2 (Revised Fig3) 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 BIaze.Master"v 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 C @us L1ETED 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 H Trusted above all TM N111UM4 Viking Plastics CPVC Pipe Product Specifications BIazeMaster, 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 follow- ing 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 • Tyco attic sprinkler head (to protect the floor below) • Tyco 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. A Trusted above all TM NIIKJNG ` RIVERSIDE COUNTY FIRE DEPARTMENT LF OFFICE OF THE FIRE MARSHAL CITY OF LA QUINTA 78-495 CALLE TAMPICO, LA QUINTA CA 92253 • PHONE (760)777-7000 *DIRECT (760)777.7074 9/4/2018 On Guard Fire Protection Re: Residential Fire Sprinkler Plan Review — Floresta Housing Tract Project — Plan 1, 1X, 2, and 3 FSS2018-0123 79-860 Ave. 52 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. *SEE PLAN 2. UP TO SECOND FLOOR NOT CALLED OUT ON FIRST FLOOR GARAGE. THIS TO BE ADDRESSED AT ROUGH INSPECTION.* 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 72 hours in advance and may be arranged by calling (760)777-7131. SUBJECT TO FIELD INSPECTION - Nothing in our review shall be construed as encompassing structural integrity. Review of this plan does not authorize or approve any omission or deviation from all applicable regulations. Final approval is subject to field inspection. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Edgar Gonzalez Fire Safety Specialist