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HomeMy WebLinkAboutONTARIO WAY 32375_13-2792 Lake Elsinore Fire Protection Planning ED 130 S. Main St. • Lake Elsinore. California 92S30 CITY OF F (951) 674-3124 Exi. 22S • Fax (9S1) 471-1491 ObloomCa)Lake-Elsinore.Ory LA �E LSI NOP,,E DkE,. f:1C-1 iir r PERMIT PERMIT NO: 13-00002792 DATE: 9/24/13 JOB ADDRESS 32375 ONTARIO WAY DESCRIPTION OF WORK FIRE SERVICES OWNER_ CONTRACTOR Thompson Ted _ OWNER 32315 ONTARIO WAY LAKE ELSINORE CA 92530 A. P. Q. . . . . . 370-511=-044 3 SQUARE FOOTAGE OCCUPANCY . . . GARAGE SQ FT CONSTRUCTION . . FIRE SPRNKLR VALUATION . . . ZONE . . . . . . NA FIRE SER.VICE� QTY UNIT CHG ITEM CHARGE 1 . 00 X 614 . 0000 LE FIRE MISC 614 . 00 FEE SUMMARY i CHARGES PAID DUE PERMIT _FEES FIRE SERVICES 614 . 00 614 . 00 . 00 TOTAL 614 . 00 614 . 00 . 00- SPECIAL NOTES & CONDITIONS FIRE SPRINKLER PLAN REVIEW & INSPECTION FOR GARAGE City of Lake Elsinore Please read and initial y license is in full force. Fire Services Division 1.1 am taccnsod under the provision ea Business and professional Code Suction 7 Post in conspicuous place 000 et scq.and t)n the job z.NUMBER and the Las owner of the � YOU must punish PERMIT pt° yor my employees w/r ages as their sole compensation will do the work JOB ADDRESS for each respective its coon: offeredand the structure is not intended or offered for sale. Approved plats must be on job , Las ownerof the propcny,am exclusively contracting with licensed contractors to construct the project. at all times: 4.1 have a certificate of consent to sclfrnsure or a certificate of Inspection request(9S I)674-3124 ext. 22S f W Compensation Insurance 5.1 shall not anploy any person in any maru>Cr Su as to become subject to Workers Compensation Laws in the perfonrunce of the work for which this permit is issued. !Vote: If you sb*uld become subject to Workers Compensation after making This certification, Spri■Wen System Code Approvals Date lac for PK you mast forthwith comply with such provisions or this permit shall be deemed revoked. Start Time Finish Time SKOI UG Thrust Block Pr-pour- SK02 U — - - - - _t "derEna rd Rougwuydro — t44 o i- C V11. ® } Y SK04 Underground Flash t SK05 Wcid Inspection SKflf. ..I.�.A a._-_a n• t rr, Y0. •wusry nyuro �t')�a'1 i`h (,� __ _ - '"�% e°t SK99 OvertKad Final SK08 High Pik:Storage(FPE) SK09 In-Rack Sprinklers SKIO SK03 Title 19 Verification SK07 BdUMain DaiWCMTC Hydrant System Date . Inspector HS01 U.G.Thrust Black Pre-Pour HS02 Undergroad Rough/Hydro HS03 Underground Flush ------------ HS99 Finat/Signs/CMTC Knox System Date Inspector KS01 Knox Rapid Entry Fort Alarm Systems Date Inspector FAO Fire Alarm Wiring hup. FA02 Fire Alarm Function Test FA03 Fire Alarm 24 Hr Battery FA 99 Fitt Alum Final FA05 Sprurkkr Monitoring Fad St*rgse Tanks Date Inspector FTOI U Tank(S) FT02 and Tank(S) FT03 Fuel Dispensers only B■"ag Inspections Date Inspector FT99 /1 Final FS99 Shell Final h isc.Inspections Date Inspector MIOISpray y Booths 2 &0 HooDuctScu cpepssefsCsri o,rYnMM103 High PikAtxk Storage M104H . MI05 Haz-Mat Verification MI06 1 . o CI_JY 0f Lake Elsino.re Fire Protection Planning - ry yr q qr �,.n g{ Main St. e Lake Elsinore, California �32530 ( 51)67 u3124 Ext, 2259 Fax ( 51) 471 74 1 Lq�mG� ake"F�"inor . _ . PLAN REVIEW Permit No. ( Project Name: I understand that after the second subm tal nd after �. Project Address: C t failed inspections that additional fees will be required. City & Zip: � l l of 73 Applicant Sign: Date: Contact Information CONTACT PERSON: L_01n:6D IC`�c mpany Name: Phone No: E-mail Address: Plan Review Type Check appropriate items ❑ Commercial ❑ Industrial Residential ❑ Special Event ❑ Other ❑ Building ❑ Building Tenant Improvement ❑ High Fire Area ❑ Underground Water prinkler System ❑ TI Sprinkler System ❑ Sprinkler Monitoring ❑ Fire Alarm System Hood & Duct Suppression System ❑ Other Suppression System ❑ Spray Booth ❑ Cell Site ❑ High Pile/Racks ❑ Other: _Storage Tank Submittals: El Dispensers Only ❑ Above Ground ® Underground • • s • nly � Received Date: Reviewed by:- .RG Review Date: Plans: ❑ Approved Denied Letter Attached: es ❑No Job Card Included: ❑Yes o Called for Pick-Up:2"s k2 Picked-Up Date: — By: Date Date Applicant Sign official Use Only- i�: Submittal Received Date: - Reviewed by: PC Review Date: '` Plans: '`Approved ❑ Denied Letter Attached: ❑Yes No Job C d Inclu ed: Yes ❑No Called for Pick-Up: -- Picked-Up Date: `f �7 B Date Date ApplicanfSign Resubmittal Fee Paid Date: official Use only Submittal Received Date: _ Reviewed by:,1� t C0411- PC Review Plans: pproved ❑ Denied Letter Attached: ❑Yes Wo Job Card Included: ❑Yes kNo Called for Pick-Up: Picked-Up Date: By Date Date tV�YIE Type; IIF D'° : 1 Resubmittal Fee Paid Date: 10/13 10 Receipt no: 1242 3 VT 1P BUILDING MIT t 1.00 $61q.00 �U, ....-d� AX ARMCM E7(P $614.00 Total teni t 14.00 Total payomt $614.00 Visit us at www.lake-elsinore "lln Lake Elsinore Fire Protection Planning Fees These are Flat Fees but there may be additional resubmittal & inspection fees based on corrections. RPQqvhmiff,qI A Rpinqpe-Ctinn Fee $149.00 Checks or Money Orders are to be made payable to: City of Lake Elsinore Plans are reviewed in the order they are received. Plan RPviPw11nQnPr-finn Plan FPP sets Building 2 $1,056.00 Tenant Improvement Building 2 $696.00 Tenant Improvement Building (Under 5,000 sq.ft.) 2 $348.00 Water System Plans 2 $614.00 ,<4 nn\ fl`0 4 A A A VV) .Pu 1-+.UV Fire Sprinkler (per head) 3 0� 500)$921.00 (500+)$1228.00 (20 or less)$307.00 Tenant Improvement Sprinkler 3 (21-100) $614.00 (100-500)$921.00 (500+) $1228.00 Residential Sprinkler 3 $614.00 Insp. $149.00 Fire Alarm System 3 $761.00 Sprinkler Monitoring System 3 $454.00 Suppression Systems 3 $454.00 Aboveground Fuel Storage Tank(first tank) 3 $584.00 - Each additional tank $149.00 High Pile or Rack Storage 3 $348.00 Fire Flow Report 1 $178.00 Technical Report—(FPE/Haz-Mat) 2 $584.00 Items not listed above are on a sliding scale starting at $149.00-Up /3-Z7KZ Hydraulic Design Information Sheet Name: 32375 Ontario Way Date: 10-17-13 Location: Garage-Basement-Sidewall Building: New Construction System No. 1 Contractor: TBD Contract No. Calculated By: Mike Moller Drawing No. Construction: ❑ Combustible ® Non-Combustible SYSTEM DESIGN ® NFPA 13D ❑ Light Hazard Ordinary Hazard Group ❑ I ❑ 2 ❑ 3 ❑ Extra Hazard ❑ NFPA 231 ❑ NFPA 231C: Figure: Curve: ❑ Other(Specify) .05/2 Heads ❑Specific Ruling Made By Date Area of Sprinkler Operation 2 Heads System Type Density .05 ® Wet ❑ Dry ❑ Deluge ❑ Pre-Action Area Per Sprinkler 256 sq.ft.(max) Sprinkler or Nozzle Hose Allowance GPM: Inside 5 Make Reliable Model F1-RES Hose Allowance GPM: Outside Size '/2" K-Factor: 4.4-Sidewall Rack Sprinkler Allowance 0 Temperature Rating 155 CALCULATION SUMMARY GPM Required 38 PSI Required 42 At Base of Riser "C"Factor Used: Overhead 150 Underground 150 WATER SUPPLY Test H dy rant Pump Data Tank or Reservoir Date&Time Rated Capacity Capacity N/A Static PSI 63 At PSI Elevation Residual PSI 60 Elevation 0 GPM Flowing 1067 Well Elevation FFE approx.equal to test Proof Flow GPM Location Test Hydrant Source of Information RCF COMMODITY STORAGE Commodity Class Location _ Storage Height Area Aisle Width Storage Method: Solid Piled %Palletized %Rack Rack ❑ Single Row ❑ Conventional Pallet ❑ Automatic Storage ❑ Encapsulated ❑ Double Row ❑ Slave Pallet ❑ Solid Shelving ❑ Non-Encapsulated ❑ Multiple Row ❑ Open Flue Spacing In Inches Clearance From Top of Storage to Ceiling Longitudinal Transverse Ft. 0 In. Horizontal Barriers Provided a , ?s %2} ./G ®# #e w//r\m \ƒ .. .. .. .. .- -- @ � Q % / $—§ c±Lcoc o 2222Ep % 7 m a) E. >(Am . u5,���� | - /oOOIOm \ % 2 \ \ � ¥ ¥ ( \ \ \ \ \ k � k C) k o « I � � ± \ \ § ? \ o E 0 \ ro co f \32 \ .. $ .. U m C){ a) a) 2 ® 22R m «__ � � \ a \\ $ . \ 4 =3em � %\ _&\ / \ � � k �//\ n \ 0 o 0 0 o y o 0 k / f a 2 / 2 2 2 S / % R 20 2 / 2 ° ® | | | I g q o a E „ . ./ G Flow Diagram Fire Safe Systems Page 2 32375 Ontario Way-Basement-Sidewall Date 16 32.5 37.5 37.5 37.5 9S F 2S F 7 <- TR F BR9<- UG1<- UG2<- UG3<-- UG4<-- TEST 32.5 32.5 37.5 37.5 Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Fire Safe Systems Page 3 32375 Ontario Way-Basement-Sidewall Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. is 9.0 4.4 13.3 na 16.05 0.05 320 13.3 2S 9.0 4.4 13.91 na 16.41 0.05 320 13.3 7 9.0 28.78 na TR 9.0 31.14 no BR1 3.0 41.34 na 5.0 UG1 -3A 44.03 na UG2 -3.0 44.74 na UG3 -3.0 50.28 na UG4 -3.0 50.74 na TEST 3.0 48.14 na The maximum velocity is 12.62 and it occurs in the pipe between nodes 2S and 7 Computer PrCyra n;by i-iydr'atei.inc. Route 11 i Windham N.H. 0300-7 ................. ..........._................_........_._ ._........... ...................... ....... ....................._................ ......... ..__...__....... Final Calculations - Hazen-Williams Fire Safe Systems Page 4 32375 Ontario Way-Basement-Sidewall Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "*****k Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn is 16.05 1.025 0.0 9.500 13.300 K Factor=4.40 to 150.0 0.0 0.0 0.0 2S 16.05 0.0641 0.0 9.500 0.609 Vel = 6.24 2S 16.41 1.025 2Cn 4.0 59.000 13.909 K Factor=4.40 to 150.0 0.0 4.000 0.0 7 32.46 0.2361 0.0 63.000 14.873 Vel = 12.62 7 0.0 1.025 0.0 10.000 28.782 to 150.0 0.0 0.0 0.0 TR 32.46 0.2361 0.0 10.000 2.361 Vel = 12.62 TR 0.0 1.025 2Cn 4.0 7.000 31.143 to 150.0 0.0 4:000 7.599 *Fixed loss=5 BR1 32.46 0.2360 0.0 11.000 2.696 Vel= 12.62 BR1 5.00 1.939 1Cn 3.5 3.000 41.338 Qa=5 to 150.0 0.0 3.500 2.599 UG1 37.46 0.0137 0.0 6.500 0.089 Vel= 4.07 UG1 0.0 1.939 2Cn 7.0 45.000 44.026 to 150.0 0.0 7.000 0.0 UG2 37.46 0.0138 0.0 52.000 0.718 Vel= 4.07 UG2 0.0 2.465 4E 31.669 10.000 44.744 to 140.0 1Zia 0.0 31.669 5.338 *Fixed loss= 5.338 UG3 37.46 0.0048 0.0 41.669 0.202 Vel= 2.52 UG3 0.0 1.939 2Cn 7.0 26.000 50.284 to 150.0 0.0 7.000 0.0 UG4 37.46 0.0138 0.0 33.000 0.456 Vel= 4.07 UG4 0.0 6.16 1T 43.037 5.000 50.740 to 140.0 0.0 43.037 -2.599 TEST 37.46 0.0001 0.0 48.037 0.003 Vel= 0.40 0.0 37.46 48.144 K Factor= 5.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Technical Data:F1 Res 76 CCP Pendent and Recessed Pendent/FP(SIN R7618) Nominal CCP Assembly Max. Thread ' Max' i Srinkler Size Orifice Pressure Temp,Rating Ambient Temp K Length — Factor Inch(mm}. ._..__.Psi(bar} _'F .Inch(mm}..._ . -/E'NPT . (R3/".__.1._ °/'z"(13.5) 175(12) 100 135 57 j 150 66 7.6(109) 2.25(57) �_ ._.. __._-_.... .__.. .....__ _. Max.Coverage Ordinary Temp.Rating i Minimum area Max.Spacing i Top of Deflector to Ceiling Spacing Ft x Ft(m x m) Ft(m) Flow Pressure Inch(mm) GPM Vrriin PSl(bar Ft(m) 12 x 12(3:6 x 3,6) 12(3,6) 21(79,5) i 7.6(0,53) ............. 14 x 14(4,3 x 4,3) 14(4,3) 21(79,5) 7.6(0,53)Smooth Ceilings Y2 to 1(13 to 25.4)using CCP. Y2 to 1(13 to 25.4)using FP e-sc itr_.heon. 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 7.6(0,53) Beamed Ceilings per NFPA 13D,13R or 13 installed in beams Y2 8(2,4) __ ......_ to 1(13 to 25.4)using CCP. 18 x 18(5,5 x 5,5) 18(6,5) 22(83,3) 8.4(Q,58) %,to 1(13 to 25,4)using FP escutcheon. 20 x 20(6,1 x 6,1) 20(6,1) 25(94,6) 10.8(0,74) -._._.......^ems — -�-�. For Ceiling types refer to NFPA 13,13R or 13D ..... • Model F1 Res 44&58 HSW FACE OF FITTING TO 1 Y/ALL DIMENSION 1 1/4"MIN. 2 1/4-HOLE DtA. I31.Bmm] it" .y I57.2mm) 1/8" 3.2mm] DMCC TO DEFLECTOR ; 1"X 1/2"REDUCER DIMENSION r Model F1 Res 44&58 Recessed HSW/F2 t 15/15"01A l •_�_ _ _ I � ry �— [49.2mm] 2 27/32"DIA.. 9 x s 3 [72.2mm] r TURN COLLAR UNTILt TIGHT AGAINST SPRINKLER .WRENCH BOSS. � n . s��•� 3 i Q5FG06-D 1/2•,[73mm] ADJUSTMENT - F1 RES 58 & 44 HSW/F2 _._._—__.,... _—_....__ _ .......... F2 escutcheon, Fig.5 1/2" (13mm)adjustment Technical Data:F1 Res 44 HSW& HSW/F2(SIN R3531) _n......_._ r..._ Escutcheon,F2,Data: Nominal Max. Sprinkler Max. Sprinkler Thread I Ambient K P g � Adjustment Face of Fitting Orifice Pressure < Temp.Rating Length Size Inch mm si bar ° - . Temp. Factor Type Inch(mm) to wall ( } P ( } F °C `- °F °C Inch(mm) Inch(mm) _........ .... i _._ _ i_ _.-_ --- /r'N P T 155 68 100 38 — ------ - _ .. a __. _ 175(12) 4 4(63) 2 45(62) F2 h(13)..._.(R%r) ...._�._......__ 175. ..:—.j�_.. 150 (._68 .__.__.,..__ -. _ I....- -- -- (4 7 1.. 6. ........._.._... .. ( Ordinary Temp Rating Intermediate Temp,Rating ' Top of Deflector to Minimum ' ax.Coverage area Max. {Spacing i 155°F/680C) M - -- Ceiling Spacing Ft x Ft m x m Ft tit) Flow Pressure j Flow Pressure Inch{mm} Ft(m) GPM(Umin PSI bar GPM Umin) -PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 12(45,4) 7.5(0,52) 12(45,4) T5(0,52) 14 x 14(4.,3 x 4,3) j 14(4,3) 14(53:0) 10.2(0,71) 14(53,0) 10.2(0,71) _ 16 x16(4,9 x 4,9) 16(4,9) 16(fi0,6) 13.3(0,92) 16(60,6) 13.3(0,92) 4 to 6(100 to 152), _..- ...__...... -- -. /2(13)recessed 16 x 18(4,9 x 5,5) 16(4,9) 18(68,1) 16.8(0,53) 18(68,1) 16.8(0,53) using F2 escutcheon ' 18 x 18(5,5 x 5,5) 18(5,5) 19(72,0) 18.7(1.29) 19(72,0) 18.7(1,29) j 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) i 8(2,4) 12 x 12(3,6 x 3,6) 12(3,6) 14(53,0) 10 2(0,71) 14(53,0) 10.2(0,71) 14 x 14(4,3 x 4,3) 14(4,3) 16(60,6) 13.3(0,92) 16(60,6) 13.3(0,92) ------= 6 to 12(152 to 305); 16 x 16(4,9 x 4,9) 16(4,9) 17(64,4) 15.0(1,04) 17(64,4) 15,0(1,04) '/,:(13)recessed - ..-_-- using F2 escutcheon 16x 18(4,9 x 5.5) j 16(4,9) 20(75,7) 20,7(l.43) 20(75,7) 20.7(1,43) 16 x 20(4 9 x 6,1) 16(49) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) i , For Ceiling types refer to NFPA 13, 13R or 13D ec 1�nicai Data: 1�es 58 H5W&iiSV1fEF2(SIN R3533)W Escutcheon, F2, Data: Nominal - - Max. - Sprinkler Face of Fitting Max. Sprinkler Ambient K Length Adjustment Thread Orifice Pressure Temp.Rating g TYPe Inch(rnm} to wall Size Inch __,--._ Temp Factor Inch Inch(mm) psi(bar) _.__... l2" 155 68 100 38 F2 '/2 13) NPT2.45 " c '/z"(13) 175(12) 175 79 150 6G 5 8 . (62) - ( (4.7-17A) .._---- Ordl inary Temp.Rating Intermediate Temp Rating Top of Deflector to Minimum Max.Coves a area Max.Spacing 155°F/68°C 175°FlT9°C g p 9 �_.-_- �_-- -.) Ceiling Spacing Ft x Ft{m x m} Ft(m) Fiow Pressure Flow Pressure Inch{mm} j Ft(m) GPM Umin PSI bar GPM Umin) PSI bar 12 x 12(3,6 x 3,6) 12(3,6) 16(60,6) 7.6_(0.53) 16(60,6) T6(0,53) i 14 x 14(4,3 x 4,3) 14(4,3) 18(68,2) 9.7(0,69) 18(68,2) ; 9.7(0,69) - 4 to 6(100 to 162); , 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 13.2(0,91) 21(79,5) 13.2(0,91) '/z(13)recessed -----_-......._._.__......_.-_._i _..... _.:....................__..__---.._..----...._.__._... using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 25(94,7) 18.6(1,28) 25(94,7) 18.6(1,28) ._.............. 16 x 20(4,9 x 6,1) 16(4,9) 29(109,8) 25.0(1,73) f 29(109,8) 25,0(1,73) i 8(2,4) ---._._.. ........ ............._...._.... ---.............t 12 x 12(3,6 x 3,6) 12(3,6) 22(83,3) 14.4(1,0) 22(83,3) 14.4(1,0) 14 x 14(4,3 x 4,3) i 14(4,3) 22(83,3) 14.4(1,0) 22(83,3) 1 14,4(1,0) 6 to 12(152 to 305), I y,(13)recessed 16 x 16(4,9 x 4,9) 16(4,9) 26(98,4) 20.1(1,39) 26(98,4) 20.1 (1,39) using F2 escutcheon _. -...._... ._ ... - - --. _ .- _ ... _. 16 x 18_(4,9 x 5,5) 16(4,9) 31(117,4) 28,6(1,97) L 31(117,4) 28 6(1 97) _._. . _l_ _.----- --......__.__ -....__. ------ -- --- or Ceiling types refer to NFPA 13,13R or 13D 7. Fire Flow Test Page 1 of 1 PO Box 3000 31315 Chaney St Lake Elsinore,CA 92544 Glakrcve vafty 4suntcpat orator Ustriat (951)674-3146 FIRE FLOW'TEST REPORT Work Order No: None Date: 9/15/2010 Tested By: Ray Stringer Reviewed By:Angel Marquez Residual Hydrant Location:ONTARIO Pressure Zone: 1434 PRESSURE AT RESIDUAL HYDRANT IN PSI ___ _ _ PRESSURE DROP Time Hydrant Static Hydrant Residual During Test{HF) To 20 PSI Residual (HR) 8:00 AM 63 60 3 43 MW FLOW DATA AT HYDRANTS Hydrant Diffuser Diffuser Throat Diffuser Discharge Co- Total Pressure(PSI) Static Pressure(PSI) # # Diameter(D) efficient(C) (Pt) (Pt) 1 6 2.498 0,812 50 0 CALCULATED FLOW ADJUSTMENT FOR DIFFUSER_ Hydrant# *Q= 29.8 D 2 C PT�PS _4 Discharge,GPM,Q Q= 29.8(2.498)2 0.812 V50-0 1067 Total Diffuser Discharge QR 1067 GPM CALCULATED RESULTS QR=QE(HR°.54/Hfio.54); QR= 1067(430•54/30.14))(7.62/ 1.81)=4.21, 4492 GPM At 20 PSI Residual Pressure Definitions 8t References HF:Is the pressure drop during the test and its equal to Hydrants Closed PSI•Hydrants Opened PSI �u HR:Is the pressure drop from the hydrants closed PSI to the residual pressure of 20 PSI and Is equal to Hydrants open PSI•20 PSI I):Is the diameter of the diffuser throat at the pressure sensor in inches C:Is the empirically determined discharge coefficient for the diffuser Pt:Is the total pressure reading from the pilot pressure gauge Ps:Is the static pressure reading from the static pressure gauge Q:Is the computed flow adjustment for using pilot diffuser QF:Is the calculated discharge with a 20 PSI residual {_. V �ie/3 Yti i.., fit BF, # Yt http://rancor/reportHireflow.asp?Link=519 9/16/2010 f� I � � M 1 H M N C0 4 M co r�� •\ ter' �?�`h~� � � 'Coll 40 f ma�yq'' rm t. r.r- J ry \. if \� Q n Cl) co M GCS C N�Cg��pq7yy .y��`^•'.4 _// - /jJ IA p �Q"U ��0,p � N M % � a � / // �ram,,, ,• � R�� Ch 0sinore Valley munivil-ml Water&is.tricy FIRE HYDRANT TEST APPLICATION FORM Please complete the information requested below in order for the EVK4WD to perform a hydrant test on a requested hydrant. The application fee is $125.00, The test results will be faxed and mailed within 10 working days. APPLICANT INFORMATION Date of Request Name A-e) Mailing Address eA)771-eZ, 1, 0 Phone Fax Contact Person Name Contact Phone/Fax Phone: FAX: (fin act—Peis—on fmail Address MAP & HYDRANT' INFORMATION Please provide map indicating hydrant location Nearest Cross Project Name/ Location Assessor Parcel Number(s) Situs,Address (if W 'I- availabl!�J,__' RETURN TO ENGINEERING DEPARTMENT _EayTent Information -bate Receipt Number Check Number Date Forward tp Pps Notes Submit application form with appropriate fee to: EVMWD, 31315 Chaney Street, P,O. Box 3000, Lake, Lake Elsinore, CA 92531-3000. Questions: Contact the Engineering Department at (951) 674-3146 ext, 8266. t-s r1cl Ct V00 z a7� s, 4 ti £e��. ...", t�� tom. '-J es: U z a" fi �'tt`�`✓..# §_ c`^'.r^..Y„1'� z ro� z. I ?� 2 L v�� go ag , 1 SA 9�\ i Y 4 c" .. £ .?. f' C\ 4 1 i Z 4 � y Hydraulic Design Information Sheet Name: 32375 Ontario Way Date: 9-6-13 Location: Garage-Upper Floor Building: New Construction System No. 1 Contractor: TBD Contract No. Calculated By: Mike Moller Drawing No. Construction: ❑ Combustible ® Non-Combustible SYSTEM DESIGN NFPA 13D Light Hazard Ordinary Hazard Group ❑ I ❑ 2 ❑ 3 ❑ Extra Hazard ❑ NFPA 231 ❑ NFPA 231C: Figure: Curve: ❑ Other(Specify) .05/2 Heads ❑Specific Ruling Made By Date Area of Sprinkler Operation 2 Heads System Type — Density .05 ® Wet ❑ Dry [] Deluge ❑ Pre-Action Area Per Sprinkler 256 sq. ft.(max) Sprinkler or Nozzle Hose Allowance GPM: Inside 5 Make .Reliable Model Ft-RES Hose Allowance GPM::Outside Size %2" K-Factor: W4.9 Rack Sprinkler Allowance 0 Temperature Rating 155 CALCULATION SUMMARY GPM Required 31 PSI Required 41 At Base of Riser "C"Factor Used: Overhead 150 Underground 150 WATER SUPPLY Test Hydrant Pump Data Tank or Reservoir Date&Time Rated Capacity Capacity N/A Static PSI 63 At PSI Elevation Residual PSI 60 Elevation 0 GPM Flowing 1067 Well Elevation FFE approx. equal to test I Proof Flow GPM Location Test Hydrant Source of Information RCF COMMODITY STORAGE Commodity Class Location Storage Height Area Aisle Width Storage Method: Solid Piled %Palletized %Rack Rack ❑ Single Row [] Conventional Pallet ❑ Automatic Storage ❑ Encapsulated ❑ Double Row ❑ Slave Pallet ❑ Solid Shelving ❑ Non-Encapsulated [] Multiple Row ❑ Open Flue Spacing In Inches Clearance From Top of Storage to Ceiling Longitudinal Transverse Ft. 0 In. Horizontal Barriers Provided 64&2 ¥f qqf ¢/ /k ///\\\ & c 2 a 2 / $—% c�� cce o 2E [ / [2 e # moe$ (a _ $>%Om3 CNq §Mk §ooclOm � . / � \ CZ) . / \ � 3 � � 2 E f £ \ . \ \ j . � � k � 5 Rf 1 �Z 14 / k : LL / E S \ o E 0 k3/ CD . .. § .. U e / � 2 .. k/\ 2 ° k/ CCD e - =a@m . q # 2 &\ \ c R m W /\q/ t %$ E E G S 2 9 R / w _ � / / Flow Diagram Fire Safe Systems page 2 32375 Ontario Way Date 13.1 26.1 31.1 31.1 31.1 1 <-2 <- 3 < TR <-BR?<-- UG9<- UG2t-. UG&- UG4c-- TEST 26.1 26.1 31.1 31.1 Computer Programs by Hydratec Inc. Route 111 Windham N.H, USA 03087 0 C-0 O 0!wN- Cl 0 C) CIA 4) 0 C)C)0) O C) 'C'l-j C,0 S cl 0 N C%l 0 0 to Lo C� 00 C)Cl) C) Cif 0 CO < LO CF) 0 0 C1 Lo 4 0 CO 0 C)— 0 c w 0 0 LD LO Cl) to f- E LL o .Lu C) CIS(N C\j cli C: > C: (D 0_ CL u 0 c>— o a) 0 M — z T3 >fb 0 — — '5 (a 70 M a) cr LL.U? 0) IT(3)00 OD w (L) O O E � 9 Qy V 0) o -ao CN Cl)00(D W o U) 0 2 x U- 0 E = E m -0 t6 L E 0) 0 -0 a) a) 0 4) 5 CL a) a -6 0) ,Q ) a— �c C-) r- p C14 N-M'-t CD m tu (D 0 g m E L03L 0 OL 'o 0 —:D CL ,SEE co M o 0 CD 6 0 cr w) mC: a) 0) (D m 72(CL (D 6 2 -0 , 0— > 0 C: cCIS m 0 �: -0 W W- 0 M CL= W:c Fn U. w m 0 (D E mc,)b WOO 9— 0 0 to E 4) CcXL a) m E 0) (D (D CL c m 0 UL ;L z IL E E :3 W o Lo L.L a) a g? LL .2 E cy) C'j Q. to L) iz CL co 0 C14 r_m L 0 cr CD 4 co w z 6 Z 0 -j a. z ui 4 LL< - Pressure I Flow Summary- STANDARD Fire Safe Systems Page 4 32375 Ontario Way Date Node Elevation K-Fact Pt Pn Flow Denslty Area Press No. Actual Actual Req. 1 21.0 4.9 7.1 na 13.06 0.05 260 TO 2 22.0 4.9 T04 na 13.0 0.05 260 7.0 3 23.0 7.8 na TR 23.0 17.9 na BR1 3.0 35.18 na 5.0 UG1 -3.0 37.84 na UG2 -3.0 38.36 na UG3 -3.0 43.75 na UG4 -3.0 44.08 na TEST 3.0 41.48 na The maximum velocity is 10.13 and it occurs in the pipe between nodes TR and BR1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Flazen-Williams Fire Safe Systems Page 5 32375 Ontario Way pate Hyd. Qa ©ia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv *****"t* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 13.06 1.101 0.0 12.000 7.101 K Factor=4.90 to 150.0 0.0 0.0 -0.433 2 13.06 0.0309 0.0 12.000 0.371 Vel= _4.40 _ 2 13.00 1.101 10 5.0 5.750 �7.039 K Factor=4.90 to 150.0 0.0 5.000 -0.433 3 26.06 0.1110 0.0 10.750 1.193 Vel= 8.78 3 0.0 1.101 3N 21.0 70.000 7.799 to 150.0 0.0 21.000 0.0 TR 26.06 0.1110 0.0 91.000 10.101 Vel=_ 8.78 TR 0.0 1.025 2Cn 4.0 19.000 17.900 to 150.0 0.0 4.000 13.662 * Fixed loss=5 BR1 26.06 0.1573 0.0 23.000 3.617 Vel= 10.13 BR1 5.00 1.939 1Cn 3.5 3M0 35.179 Qa=5 to 150.0 0.0 3.500 2.599 UG1 31.06 0.0097 0.0 6.500 0.063 Vel= 3,37 UG1 0.0 1.939 2Cn 7.0 45.000 37.841 _ -. J- to 150.0 0.0 7.000 0.0 UG2 31.06 0.0098 _ 0.0 52.000 0.507 Vel= 3.37 _ UG2 �0.0 2.466 4E 31.669 10.000 38.348 to 140.0 1 Zia 0.0 31.669 5.262 *Fixed loss=5.262 UG3 31.06 _ 0.0035 0.0 41.669 0.144 Vel = 2.09 UG3 0.0 1.939 2Cn 7.0 26.000 43.754 to 150.0 0.0 7.000 0.0 _UG4 31.06 0.0098 0.0 33.000 0.323 Vel= 3.37 UG4 0.0 6.16 1 T 43.037 5.000 44.077 to 140.0 0.0 43.037 -2.599 TEST 31.06 0.0 0.0 48.037 0.002 Vol= 0.33 0.0 31.06 __ 41.480 K Factor= 4.82 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Hydraulic Design Information Shot Name: 32375 Ontario Way Date: 9-6-13 Location: Garage-Basement Building` New Construction System No. I Contractor: TBD Contract No. Calculated By: Mike Moller Drawing No. Construction: ❑ Combustible Non-Combustible SYSTEM DESIGN NFPA 13D Light Hazard Ordinary Hazard Group ❑ 1 ❑ 2 F] 3 ❑ Extra Hazard ❑ NFPA 231 ❑ NFPA 231C: Figure: Curve: ❑ Other(Specify) .0512 Heads ❑Specific Ruling Made By Date Area of Sprinkler Operation 2 Heads System Type Density A5 Z Wet ❑ Dry ❑ Deluge ❑ Pre-Action Area Per Sprinkler 256 sq,ft.(max) Sprinkler or Nozzle Hose Allowance GPM:Inside 5 Make Reliable Model Fl-RES Hose Allowance GPM:Outside Size '/2" K-Factor: 4.9 Rack Sprinkler Allowance 0 Temperature Rating 155 CALCULATION SUMMARY GPM Required 31 PSI Required 42 At Base of Riser "C"Factor Used: Overhead 150 Underground 150 WATER SUPPLY Test Hydrant Pump Data Tank or Reservoir Date&Time Rated Capacity Capacity NIA Static PSI 63 At PSI Elevation Residual PSI 60 Elevation 0 GPM Flowing 1067 Well Elevation FFE approx. equal to test Proof Flow GPM Location Test Hydrant Source of Information RCF COMMODITY STORAGE Commodity Class Location Storage Height _ Area Aisle Width Storage Method: Solid Piled %Palletized %Rack Rack ❑ Single Row ❑ Conventional Pallet ❑ Automatic Storage ❑ Encapsulated ❑ Double Row ❑ Slave Pallet [] Solid Shelving ❑ Non-Encapsulated ❑ Multiple Row ❑ Open Flue Snacina In Inches Clearance From Top of Storage to,Ceiling Longitudinal Transverse Ft. 0 In. Horizontal Barriers Provided \/ /k aa& '# &±»2- /f � .. ,. ,. .. .. .. � % O � 2 k k e 0 co EEEEup \ $ ■ mo$ m /aaO02 D �gg0n% §oOClcn . � 3 » � \ \ \ \ � . 2 b k \ R � # / k � k � $ \ R� ƒ 2Z ± \ k U- 7 � % / w L � k LO/� . 1 . E Q ( . §CLƒ m % / \ /k� > � ®� / - - - R Q �3 2� ® a / \b 2 k / INf 9 E / CO Lo ? q k . 2 � I u g m = m 2q Flow Diagram Fire Safe Systems Page 2 32375 Ontario Way-Basement Date 13 26.4 31.4 31.4 31.4 6 4- a F. 7 +- TR F SRIt- UGlf-UG2E-- UG3s-UG4<- TEST 26A 26.4 31A 31.4 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Cf) CZ> 0 C>0) cri m 0 rt 0 C)00 La 1�-0(%j 0 C)c0o 0 INCV C>0 Go 0 0 ce) co CO O (0 0 0 00 CV to LO 0) 0 0(V 0 t,—0 C)0 C14 CO CO 0 0 r- 0 co Lo r- 0 E Um- cc m to >1 I ct� Co d N C14 C%4 (4) C: 0 CO CL > C-4 Cl)LO——— (1) -6 c) 0 C z > (D V 's (OD (D to CL (D a LL q) M C14 0)co(* (a U c) M 0 t5 0 C: 0) 2 N V)00 0 Oo�o qc � LL w 0 m C m Z) " E E tCt 14 Cj to Ln U) a to M M am 4) 0 Q. 9D M -bg 0 (D McOtL LL CS. C CCL a E M 0 , (D 0 0 rr ra— cm w rn lu- CL 04 Cc r- fit > 0 0 M LL 0 to ro C:) r- 4— M = E 00)w woo > — 0 09 0 b g m C'r) 0 2"ro to N ?l1Y ¢a cc 10 C<L. E E .go c: r_ (D w U- U- C: 0 .0 o O)z z z E 4 go) m0 .2 D -E cs fa w LO 9 0) U- C: CV M Z Lu Lj m LL< i5 -(JU FL CL 6 m-.O- Pressure/ Flaw Summary- STANDARD Fire Safe Systems page 4 32375 Ontario Way-Basement Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 5 9.0 4.9 7.04 no '13.0 0.05 260 7.0 6 9.0 4.9 7.52 no 13.43 0.05 260 7.0 7 9.0 25.36 no TR 9.0 26.98 no BR1 3.0 36.35 no 5.0 UG1 -3.0 39.01 no UG2 -3.0 39.53 no UO3 -3.0 44.94 no UG4 -3.0 45.27 no TEST 3.0 42.68 no The maximum velocity is 10.28 and it occurs in the pipe between nodes 6 and 7 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Hazen-Williams Fire Safe Systems Page 5 32376 Ontario Way-Basement Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****"** Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 13.00 1.026 0.0 11.000 7.039 K Factor=4.90 to 150.0 0.0 0.0 0.0 6 13.0 0.0435 0.0 11.000 0.478 Vel= 6.05 6 13.43 1.025 2N 14.0 91.500 7.517 K Factor=4.90 to 150.0 10 5.0 19.000 0.0 7 26.43 0.1615 0.0 110.500 17.844 Vel= 10.28 7 0.0 1.025 0.0 10.000 25.361 to 150.0 0.0 0.0 0.0 TR 26.43 0.1615 0.0 10.000 1.615 Vel= 10.28 TR 0.0 1.025 2Cn 4.0 7.000 26.976 to 150.0 0.0 4.000 7.599 *Fixed loss=5 BR1 26.43 0.1615 0.0 11.000 1.776 Vel= 10.28 BR1 5.00 1.939 1 Cn 3.6 3.000 36.351 Qa=5 to 150.0 0.0 3.500 2.599 UG1 31.43 0.0100 0.0 6.600 0.065 Vel= 3.41 UG1 0.0 1.939 2Cn 7.0 45.000 39.015 to 150.0 0.0 7.000 0.0 UG2 31.43 0.0100 0.0 52.000 0.619 Vel= 3.41 UG2 0.0 2.465 4E 31.669 10.000 39.534 to 140.0 1Zia 0.0 31.669 5.262 *Fixed loss=5.262 UG3 31.43 0.0035 0.0 41.669 0.147 Vel= 2.11 UG3 0.0 1.939 2Cn 7.0 26.000 44.943 to 150.0 0.0 7.000 0.0 UG4 31.43 0.0100 0.0 33.000 0.329 Vel= 3.41 UG4 0.0 6.16 1 T 43.037 5.000 45.272 to 140.0 0.0 43.037 -2.599 TEST 31.43 0.0001 0.0 48.037 0.003 Vel= 0.34 0.0 31.43 42.676 K Factor= 4.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 09/18/2013 11 :35 FAX 18008486065 RASCO Q 007/013 Model F1 Res 49 Pendent& FI Res 49 Recessed Pendentl122 installed below Sloped Ceiling. Technical Data ` ^ Max, Max. ActualSprinkler Length Thread Ambient Sprinkler Pressure K Factor Sscutoheon Identitication psi (bar) 'IF �C Size Temp. (metric) g Number(SIN) A.'NPT(RI/2) 175(12) 100(38) 4,9(69,94) 2.25°(57mm) 1/2"Ad usGt,ent R361$ Table 1 -Application Max.Slope of 9/1° 33,7" Pitch Max.Slo a of 4AW 98,40 Pitiph Mtn.Flow per Sprinkler Head Pressure prinkier Tem ( Rating°F ° Max.Sprinkler Spacing gpm(Lpm) psi(bar) 155(60)&175 P9) G) Along Slope � (W)Width x(L)Length ft(m) 1551E 17�F Min.Flow Per Pressure 1551E(6ti°C) 1751E(79°C) (g8°C) (7g°C) Sprinkler Head gpm t m 1psi(bar) 12 x 12 3,6 x 3,8 13 49 13 49 7.0 0,48 7.0(0,48 13 49 7.0 0 48 14 x 14 4,3 x 4.3) i3 49 13 49 7,0 0,48 7.0 0,48 13 49 TO 0,48 16 x 16 4,9 x 4,9 13 49 13 49 7.0 0 49 7,0 0,48 13 49) 7.0 0,48 18 x 18 5,5 x 5,5 17 64,3 18 68,2 12.0 0,83 13.5 0,93 18 68.3 13.5 0,93 20 x 20 6,1 x 6.1 20 7S 7 21 79,5 16,7. 1,15 18.4 1,28 20 75,7 16.7 1,15 Model F1 Res 49 CCP Pendem installed below Sloped Ceiling. Technical Data COP Assy. � Max. i Actual Sprinkler Sprinkler Max.Temp. Ambient K Sprinkler Identification Thread Size Temp,Rating Pressure OF(00 Rating psi(bar} Temp. Factor Length Number(51N} F C F C metric Y2 NPT W/2 155(68) 135 57 175 12) 100 38) 4,9 69,94 2.25" 57mm R3516 Table 2-Application Max.Sprinkler Spacing Max.Slope of 8/,a(33.7 _pitch Max.Slo 0 of°/,a(18,4°)Pitch r Along Slope Slo Min.Flow Min..Flow Per Sprinkler Head Per Sprinkler Head Pressure (W)Width x(L)Length it(m) m(L pm) pal(bar) m If m psi(bar) 12,x 12 3.6 x 3,6 14 53 8.2 0,57 13 49 7.O 0,48 14 x 14 4,3 x 4,3 14 53 8,2 0,57 13 49 7,0 p 48 16 x 16 4,9 x 4,9 14 53 8.2 0 57 14 83 8,2 0,56 t6 x 18 5,5 x 5,5 23 87 22 1.52 20 76,7 17(1,17) 20 x 20 8,1 x 6 1 23 87 Q2 t,52 21 75,7) 17 1,17 Model F1 Res 58 pendent& F1 Res 58 Recessed Pendent/F2 installed below sloped Ceiling, Technical Data Thread Max. Max, Actual Sprinkler Pressure Amblent Temp. p Sprinklerldentifloa- p al ar F 1C K Factor(metric) Lan* �SCUtchean Size tion Number(SIN) ° YV NPT(RY2) 175(12) 100(38) 5,8(63,38) 2.25'.(4mm) �& Ad 2 )ni R3513 'Cable 3 -Application Max.$lope of °kx 33.7° Pitch Max.Slo a of 4/,s 08,40 Pitch Max.Sprinkler 5peoing Min.Flow Along Slope Min.Flow Per Sprinkler Hoad Pressure Per Sprinkler Pressure (W)Width x(L)Length ft(m) gpm(Lpm) Iasi(her) Head psi(bar) m m 1661E 68°C 1759E 79°C 165°F 89°C 175-F(79°C) 155°F 6e°C 7551E Selo 12 x 12(3,6 x 34) 21 (79,5) 23(87) 13.1 (0,9) 15,7(1,1) 20(75,7) 12(0,83) 14 x 14 4,3 x 4,3 21 79.5 23 87 13-10 9 15.7 1,Y 20 7S 7 12 D.$3 16 x 16(4,9 x 4,9 21 79.5 23 871 13,1 (0,9 15.7(1,1 20 75,7 12 0,83 18 x 1t3 5,5 x 5,5 23 87 15.7(1,1) -- 20(75,7) 12 0,83 20 x 20 6,1 x 6 1 23 87 15,7 1,1 _-� 20 76 7 12 0.83 7. CITY OFF, /� r'"" ° ay Lake Elsinore Fire Protection Planning LASE L S I1 N l�J RX 130 S. Main St. • Lake Elsinore, California 92530 `—�---"�`-� DREAM EXJ-I L n ' (951) 674-3124 Ext. 225 • Fax (951) 471-1491 Dbloom@Lake-Elsinore.Org .�.E. 13D Residential Fire prinklers PERMIT #: 13-2792 Job: TED THOMPSON GARAGE Via. Address: 32375 ONTARIO WAY, LAKE SINOR To: TED THOMPSON Contractor: FI SAF YSTEMS Phone: 619-507-8535 E-MAIL: TED@WATERMARKETSTORE. O ` ' , 1st Submittal Reviewed by: D. to . Date: 9-16- 0131 / This is intended to provide guidance for the sub 'tta process of Reside ial�i Sprinkler Family Dwelling submitt 1 ven if adhered to co le el it may not systems for One & Two Fa y g p Y� Y necessarily constitute approval. All approvals r ject to all aF lica�ble c des and will be approved accordingly. The above refer c as not been avproved by the Riverside County Fire Department. Please r ub . a rr ted set of la with tie following correction . Delta and cloud al an es ' nd follow u in the vi ion box. The following sections rovided, unless st "6 herwi , will be fro he 2010 alifornia Residential Code and or 13D. GENER L PLAN REQUIR N S 1) C ntractor's license- a provide a copy of the design and installation company's cu rent C-16 California cghtractor's license. 2) S pe of work-All pla S shall include a comprehensive scope of work. THIS PROJECT S LL IN CLUDE TH�FOLLOWING LANGUAGE IN THE SCOPE OF WORK. "THESE PL N CONSIST OF N OWNER OPTED NON-REQUIRED 13D SPRINKLER SYSTEM TO DD A GREAT DEGREE OF LIFE SAFETY THAN WOULD OTHERWISE BE REQ RED IN T OCCUPANCY. THIS SYSTEM IS NOT DESIGNED TO PROTECT THIS S �UCTE, BUT TO INCREASE THE TIME ALLOTTED FOR EVACUATION." 3) Contractor/Owner- Please show on the plans the installing contractor, installer's contact name, installers contact number, the site address, the owner, owner contact name, and the owner contact number. WATER SUPPLY 4) Fire Flow Letter- Please provide a fire flow letter from the local water purveyor dated no later than 6 months before submittal. 5) Sprinkler Calculations-All sprinkler systems shall provide a minimum design density of 0.05 for the design area and include the domestic usage allowance of 5 GPM. Calculations shall start at the most remote sprinkler and continue all of the way back to the point of the fire flow test. All corresponding node work sheets shall be ordered so Page 1 of 3 that the first node begins at the most hydraulicly remote sprinkler and end at the Flow test source. Please include all supporting documentation for friction loss that is provided in the calculations. PLEASE PROVIDE THE COMPLETE SPRINKLER LITERATURE INCLUDING THE DESIGN FOR SYSTEMS GREATER THAN 2 IN 12 PITCH. FIRE SPRINKLER PLACEMENT AND INFORMATION 6) Intermediate Sprinklers-Where higher ambient temperatures may be expected the followinq criteria shall be applied: 1. Sprinklers under glass or plastic skylights exposed to direct rays of the sun shall be of intermediate temperature classification. 2. Sprinklers in an unventilated concealed space under an un-insulated roof or in an un-vetialated attic shall be of intermediate temperature classification. 3. Sprinklers installed near specific heat sources that are identified in Table 7.5.5.3 _1__11 V_ _f t1__ 1_.__.__.__L...._ .__a:.__. :.__I.__t__I :._ T_1_1_ � r r n ..._1___ _._._:._1_1_.__ _.__ �iidii i3� Ui iii� iciii�i�icsiUic iiaiiiiij.' iiiiiii;di�ia iii iaui� I.J.J..S t.ii'ii�SJ �Fj1`Ilii�l�l`S �1`e listed for positioning closer to the heat source. VALVES, PIPE, AND FITTINGS 7) Material Listings- Piping shall be listed for fire protection service, comply with NFPA 13D standards, and a_II_listinq sheets_statinq so shall be provided. 8) Listed or Labeled Materials- Listed or labeled devices and materials shall be installed in accordance with the listing limitations and the manufacturers' instructions unless permitted by other sections of this document. 9) Drain- Each sprinkler system shall have a drain on the system side of the control valve in accordance with 7.2.1. 10)Water Flow Alarms-Where water-flow alarms are provided, inspector's test connections shall be installed at locations that allow flow testing of water supplies, connections, and alarm mechanisms in accordance with 7.2.4. WHY WILL A FLOW SWITCH BE INSTALLED AND IS THIS REQUESTED? 11)Piping Support- Please provide details for the installation of piping supports that prevent movement of ping upon sprinkler operation in accordance with the manufacturers' installation and maintenance manual and NFPA 13D. PLAN NOTATIONS 12)Shut-off Valve Instructions and Signs-An owner's manual for the fire sprinkler system shall be provided to the owner. A sign or valve tag shall be installed at the main shutoff valve to the water distribution system stating the following: "WARNING THE WATER SYSTEM FOR THIS HOME SUPPLIES FIRE SPRINKLERS THAT REQUIRE CERTAIN FLOWS AND PRESSURES TO FIGHT A FIRE — DEVICES THAT RESTRICT FLOW OR DECREASE THE PRESSURE OR AUTOMATICALLY SHUT OFF THE WATER TO THE FIRE SPRINKLER SYSTEM, SUCH AS WATER SOFTNERS, FILTRATION SYSTEMS AND AUTOMATIC SHUT OFF VALVES, SHALL NOT BE ADDED TO THIS SYSTEM WITHOUT A REVIEW OF THE FIRE SPRINKLER SYSTEM BY A FIRE PROTECTION SPECIALIST- DO NOT REMOVE THIS SIGN." in accordance with NFPA 13D (2010) SECTION 6.5.3. Page 2 of 3 13)CPVC Incompatible Materials: No material shall be used that is incompatible with the listings of any CPVC piping installed. Any material that will contact the piping shall approved by the manufacturer of the CPVC piping. This includes draft stop sealant, cutting oils, or other wiring contacting the piping. 14)ACCEPTANCE CRITERIA- 1. FLUSH- PRIOR TO CONNECTION OF THE ABOVE GROUND SPRINKLER PIPING A FLUSH SHALL BE CONDUCTED AND THE VELOCITY SHALL NOT BE LESS THAN 10 FEET PER SECOND IN ACCORDANCE WITH NFPA 13 D 2010 EDITION TO ENSURE NO DEBRIS OR MATERIAL THAT COULD OBSTRUCT THE PROPER OPERATION OF THE FIRE SPRINKLER SYSTEM. 2. HYDROSTATIC TEST-ALL FIRE SPRINKLER SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE AND /OR THE MANUFACTURERS' INSTALLATION AND MAINTENANCE MANUAL. ALL PIPING SHALL BE EXPOSED FOR PROPER INSPECTION. 3. SPRINKLER FINAL-A SPRINKLER FINAL INSPECTION SHALL BE CONDUCTED WITH ALL ESCUCEONS INSTALLED AND CORRECTLY FITTED, ALL SIGNS SHALL IN PLACE, AND THE SYSTEM SHALL BE LEFT IN OPERATING CONDITION AFTER THE INSPECTION IS COMPLETED. Doug Bloom Assistant Fire Marshal If any of the conditions are unclear, difficult to understand, or you would like to set-up a meeting please feel free to contact me at (951) 674-3124 Ext. 225 so that I can better assist you in the approval of this project. Page 3 of 3