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Home My WebLink About291 CHINQUAPIN AVE; ; AS160054; PermitCity of Carlsbad Sprinkler Permit Permit No: AS160054 291 CHINQUAPIN Job Address: AV Permit Type: SPRINK Parcel No: 2060801300 Lot #: 0 Reference No.: PC #: Status: APPROVED Applied 2/24/2016 Approved: 2/24/2016 Issued: 2/24/2016 Inspector: Project Title: 291 CHINQUAPIN AV SFR #3: DESIGN & INSTALLATION OF ALL OVERHEAD PIPING AND SPRINKJLER HEADS FOR FIRE SPRINKLER SYSTEM. POINT OF CONNECTIONS FOR RESIDENTIAL FIRE SYSTEMS IS LOCATED AT STUDB UPS FROM FIRE SERVICE LINE. Applicant: RESIDENTIAL FIRE SYSTEMS, INC 2871 E. VIA MARTENS ANAHEIM, CA 714-666-8450 Owner: MARSAGLIA GINA R TRUST 10-05-07 3900 MONROE ST CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 213 0 213 0 CARLSBAD L*4REFIWARTE Address of job site: /&C (jf I 'J q/ Crn1 F' 5f 6 Building Permit No: CB / 57 O g or Project I.D.:_ RECEIVED FEB 222016 Construction Permit Application Form r i iT I 291 CHINQUAPIN AV AS160054 295 CHINQUAPIN AV AS160055 299 CHINQUAPIN AV AS160056 RLSBAD FIRE LJtj-'AKIIVI'ct\fl PREVENTION DIVISION 1635 FARADAY AVENUE CARLSBAD CA 92008 760-602-4665 C. C kJ 4 14) C(5fc0t c%,171?/ ?Z Sys7Le,ilf Al ce(57O RL 7 05 Address 'O CJ- yft7/ Pr. City State Zip 921107 Phone: 7/ 'g Fax: 7/U/J 6 77 E-Mail:j/7/tJce. Contractor License Class and Number C/6 7,f('f5 Exp. Date: you currently have a business license on file with the City of Carlsbad? ,$31 or No No: Name: fTU1!,'7 Lt,m'ii Signature: Date: Submit plans and completed permit application to: CARLSBAD FIRE PREVENTION c,je 9i-A. 1635 FARADAY AVENUE U CARLSBAD, CA 92008-7314 7((t c '(50 (760)602-4665 Fax: (760) 602-8561 .......... firemailcarlsbadca,gov Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PST FRI 8:00 a.m. - 5:00 p.m. PST To Schedule an Inspection: For inspections ONLY, please call (760) 602-4660, a minimum of two days in advance. Calls will be returned by the end of the next business day. Inspection Hours are: 6:30 AM - 5:00 PM Re-inspection fees and Hydrant Flow Test fees must be paid at the above address prior to receiving an inspection. Inspection Personnel are prohibited by law from-accepting payments in the field. All payments must be made at the address above. ....... Plan Check status Inquiries: Allow at least 10 business days for plan review comments and/or approval. This office will contact you when the plans are approved / disapproved. Please include a self-addressed stamped envelope for mail return of plans. If after 10 business days you have not received a communication from our office, you may contact us at 760-602-4655, by FAX to 760-602-8561 or e-mail us at: firemaicarisbadca,g! Revised 9/3/2014 at 0- DATE: 2/18/2016 S:\P DIVE\9307 Tamaack Beach @ Carlsbad\Fire Sprinklers\Calcs\House 1 These iIiri I I aN cheen reviewed lot itpai'eni coii1liliiuIce with Ille ewreiil iplieihle codo arid standards in folce in the jljnsdlclioll. File owner 0l c0111ii00i lillY iilill/: ilil evicts lii 1I11fl0rl III iii Ii 'liCatfluii III 1 Niildirin ciiiii \t oh lie etprtss illm lilt., i Ii il ttil\ 'diet es did (III net' or dinriids III' or heir roth ill eiiCliieei or ti'chiieci lot SIIIC FespiiJisihhl 101 fill L1-lllpllall"e tt'iihi iOIICI ('(I(ldi, and siatitlartis, iiicIuiliir: lire hrllidnnlil Code rn' ion' aii\ le'ponsihihv lot' ihhiLidnri:res, error'. 0111i55iOfl Iii lleflivence Iii iiiesc riots hciiier ill not noted inn his res'idtt, (C. RF"C( )M \Ih!N I) API'R()V\t, 11 iFCOMMhNI) RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA L%? 299 CHINQUAPIN AVE. (HOUSE 1) BEDROOM i4 1HD CALC (20X20) Date: 2/18/2016 A-U çrs File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home-(1HD NEW).rdf SPRINKLER SPACING 400.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 20.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail'. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 23 25.0 81.8 60.6 1 20.0 18.0 23 25.0 81.8 60.6 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT FILE COPY DATE: 2/18/2016 S:\P DRIVE\9307 Tamarack Beach -@ Oa1sbad\Fire Sprinklers\Calcs\House 1 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 17.00 BX ---- -4.0 SRCE 25.0 5.97 60.6 ---- 25.0 5.95 60.6 150 2 0.995 18.5 ---- ---- ---- ---- 0.17 0.87 53.8 ---- 0.17 0.87 53.8 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 53.8 ---- 25.0 0.17 53.8 150 3 0.995 0.0 ---- ---- ---- ---- 0.17 0.00 49.6 ---- 0.17 0.00 49.6 3 3 2.00 ---- ---- ---- ---- 25.0 0.03 49.6 ---- 25.0 0.03 49.6 150 4 1.598 0.0 ---- ---- ---- ---- 0.02 0.00 49.6 ---- 0.02 0.00 49.6 4 4 1.00 -5.0 -2.0 ---- ---- 25.0 0.02 49.6 ---- 25.0 0.02 49.6 150 5 1.598 0.0 ---- ---- ---- ---- 0.02 0.00 44.6 ---- 0.02 0.00 44.6 5 5 210.00 4EBS ---- ---- ---- ---- 25.0 4.02 44.6 ---- 25.0 4.02 44.6 150 6 1.598 30.0 ---- ---- ---- ---- 0.02 0.00 40.5 ---- 0.02 0.00 40.5 6 6 6.00 L ---- ---- ---- ---- 25.0 0.22 40.5 ---- 25.0 0.22 40.5 150 7 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 38.6 5 0.02 1.73 38.6 7 7 2.00 2R ---- 2.0 -5 5 20.0 0.27 38.6 5 20.0 0.27 38.6 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.07 2.60 35.7 ---- 0.07 2.60 35.7 8 8 2.00 ---- 8.0 ---- ---- 20.0 0.14 35.7 ---- 20.0 0.14 35.7 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.07 0.87 34.7 ---- 0.07 0.87 34.7 9 9 12.40 LBR ---- 10.0 ---- ---- 20.0 0.59 34.7 ---- 20.0 0.59 34.7 150 10 1.394 15.0 ---- 10.0 ---- ---- 0.02 0.00 34.1 ---- 0.02 0.00 34.1 10 10 5.20 L ---- 10.0 ---- ---- 20.0 0.83 34.1 ---- 20.0 0.83 34.1 150 11 1.101 7.0 ---- 10.0 ---- ---- 0.07 0.00 33.3 ---- 0.07 0.00 33.3 11 11 17.70 2LB2R. ---- 10.0 ---- ---- 20.0 2.63 33.3 ---- 20..0. 2.63 33.3 150 12 1.101 21.0 ---- 20.0 ---- ---- 0.07 4.33 26.3 ---- 0.07 4.33 26.3 12 12 13.30 LR ---- 20.0 ---- ---- 20.0 1.45 26.3 ---- 20.0 1.45 26.3 150 13 1.101 8.0 ---- 20.0 ---- ---- 0.07 0.00 24.9 ---- 0.07 0.00 24.9 13 13 23.80 2E2LBR ---- 20.0 ---- ---- 20.0 3.12 24.9 ---- 20.0 3.12 24.9 150 14 1.101 22.0 ---- 20.0 ---- ----- 0.07 0.00 21.8 ---- 0.07 0.00 21.8 14 14 6.50 R ---- 20.0 ---- ---- 10.9 0.17 21.8 ---- 10.9 0.17 21.8 150 34 1.101 1.0 ---- 10.0 ---- ---- 0.02 4.33 25.9 ---- 0.02 4.33 25.9 15 14 3.20 B ---- 20.0 ---- ---- 9.1 0.13 21.8 ---- 9.1 0.13 21.8 150 15 1.101 5.0 ---- 20.0 ---- ---- 0.02 0.00 21.6 ---- 0.02 0.00 21.6 16 15 2.30 B ---- 20.0 ---- ---- 9.1 0.12 21.6 ---- 9.1 0.12 21.6 150 16 1.101 5.0 ---- 20.0 ---- ---- 0.02 0.00 21.5 ---- 0.02 0.00 21.5 DATE: 2/18/2016 S:\P DRIVE\9307 Tamatack geach @ Carlsbad\Fire Sprinklers\Calcs\House 1 17 16 10.00 L ---- 20.0 ---- ---- 9.1 0.27 21.5 ---- 9.1 0.27 21.5 150 17 1.101 7.0 ---- 30.0 ---- ---- 0.02 4.33 16.9 ---- 0.02 4.33 16.9 18 17 1.00 L ---- 30.0 ---- ---- 9.1 0.13 16.9 ---- 9.1 0.13 16.9 150 18 1.101 7.0 ---- 30.0 ---- ---- 0.02 0.00 16.8 ---- 0.02 0.00 16.8 19 18 12.00 B ---- 30.0 ---- ---- 9.1 0.27 16.8 ---- 9.1 0.27 16.8 150 19 1.101 5.0 ---- 20.0 ---- ---- 0.02 4.33 20.9 ---- 0.02 4.33 20.9 20 19 3.80 B ---- 20.0 ---- ---- 9.1 0.14 20.9 ---- 9.1 0.14 20.9 150 20 1.101 5.0 ---- 20.0 ---- ---- 0.02 0.00 20.7 ---- 0.02 0.00 20.7 21 20 1.00 B ---- 20.0 ---- ---- 20.0 0.41 20.7 ---- 20.0 0.41 20.7 150 21 1.101 5.0 ---- 10.0 ---- ---- 0.07 4.33 24.6 ---- 0.07 4.33 24.6 22 21 10.00 L ---- 10.0 ---- ---- 20.0 1.16 24.6 ---- 20.0 1.16 24.6 150 22 1.101 7.0 ---- 20.0 ---- ---- 0.07 4.33 19.1 ---- 0.07 4.33 19.1 23 22 2.40 2L ---- 20.0 ---- ---- 20.0 1.12 19.1 ---- 20.0 1.12 19.1 150 23 1.101 14.0 ---- 20.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 24 20 4.10 L ---- 20.0 ---- ---- - 10.9 0.25 20.7 ---- -10.9 0.25 20.7 150 24 1.101 7.0 ---- 20.0 ---- ---- - 0.02 0.00 21.0 -----0.02 0.00 21.0 25 24 3.40 LB ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 25 1.101 12.0 ---- 20.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 26 25 10.00 L ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 26 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 16.6 ---- 0.00 4.33 16.6 27 26 1.80 2L ---- 30.0 ---- ---- 0.0 0.00 16.6 ---- 0.0 0.00 16.6 150 27 1.101 14.0 ---- 30.0 ---- ---- 0.00 0.00 16.6 ---- 0.00 0.00 16.6 28 24 3.80 ---- 20.0 ---- ---- - 10.9 0.08 21.0 ---- -10.9 0.08 21.0 150 28 1.101 0.0 ---- 20.0 ---- ---- - 0.02 0.00 21.0 ---- -0.02 0.00 21.0 29 28 1.00 L ---- 20.0 ---- ---- - 10.9 0.18 21.0 ---- -10.9 0.18 21.0 150 29 1.101 7.0 ---- 20.0 ---- ---- - 0.02 0.00 21.2 ---- -0.02 0.00 21.2 30 28 5.90 L2R ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 30 1.101 9.0 ---- 20.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 31 30 5.20 B ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 31 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 21.0 ---- 0.00 0.00 21.0 32 31 10.00 L ---- 20.0 ---- ---- 0.0 0.00 21.0 ---- 0.0 0.00 21.0 150 32 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 16.7 ---- 0.00 4.33 16.7 33 32 1.60 2L ---- 30.0 ---- ---- 0.0 0.00 16.7 ---- 0.0 0.00 16.7 150 33 1.101 14.0 ---- 30.0 ---- ---- 0.00 0.00 16.7 ---- 0.00 0.00 16.7 34 29 10.00 L ---- 20.0 ---- ---- - 10.9 0.38 21.2 ---- -10.9 0.38 21.2 150 34 1.101 7.0 ---- 10.0 ---- ---- - 0.02 4.33 25.9 ---- -0.02 4.33 25.9 DATE: 2/18/2016 S:\P DRIVE\9307 Tamarack Beach@ Calsbad\Fire Sprinklers\Calcs\House 1 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE:..L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.01 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.18 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 60.6 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 16.6 psi at node 26. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum DATE: 2/18/2016 S:\P DRIVE\9307 Tamarack Beach @ Oarlsbad\Fire Sprinklers\Calcs\House 1 of 81.8 psi and a 7 minute flow of 210 gal. and a 10 minute flow of 300.0 gallons. The minimum pressure at any node is 28.3 psi at node 26. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ... ' DATE: 2/18/2016 S:\P DRIVE\9307 Tamarack Beach @ Crlsbad\Fire Sprinklers\Calcs\House 1 WATER SUPPLY CURVE IM 81.0 El 72.0 R E 63.0 S S 54.0 U R 45.0 El 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GEM) Static = 81.8 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi @ 25.0 gpm 81.8 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 60.6 psi @ 25.0 gpm 60.6 psi @ 25.0 gpm DATE: 2/18/2016 S:\P Drive\9307 Tamatack each @ Carlsbad\Fire Sprinklers\Calcs\House 1 RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 299 CHINQUAPIN AVE. (HOUSE 1) LIVING ROOM #2 2HD CALC (16X16) Date: 2/18/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home-(2HD NEW).rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spkirs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend.(16x16) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spkirs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 33 18.0 81.8 43.4 2 13.0 7.6 33 31.2 81.8 65.4 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 2/18/2016 S:\P Drive\9307 Tamarack Eeach@ Calsbad\Fire Sprinklers\Calcs\House 1 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ----------------* ---------------------* --------------------- 1 1 17.00 4.0 SRCE 18.0 3.25 43.4 ---- 31.2 8.99 65.4 150 2 0.995 18.5 ---- ---- ---- ---- 0.09 0.87 39.2 ---- 0.25 0.87 55.6 -4.0 -2.0 ---- ---- 18.0 0.09 39.2 ---- 31.2 0.25 55.6 0.0 ---- ---- ---- ---- 0.09 0.00 35.2 ---- 0.25 0.00 51.3 18.0 0.02 35.2 ---- 31.2 0.05 51.3 0.0 ---- ---- ---- ---- 0.01 0.00 35.1 -- 0.03 0.00 51.2 -5.0 -2.0 ---- ---- 18.0 0.01 35.1 ---- 31.2 0.03 51.2 0.0 ---- ---- ---- ---- 0.01 0.00 30.1 ---- 0.03 0.00 46.2 4EBS ---- ---- ---- ---- 18.0 2.19 30.1 ---- 31.2 6.06 46.2 30.0 ---- ---- ---- ---- 0.01 0.00 27.9 ---- 0.03 0.00 40.2 LS ---- ---- ---- ---- 18.0 0.20 27.9 ---- 31.2 0.56 40.2 10.5 ---- 2.0 -5 5 0.01 1.73 26.0 5 0.03 1.73 37.9 2R ---- 2.0 -5 5 13.0 0.12 26.0 5 26.2 0.45 37.9 2.0 ---- 8.0 ---- ---- 0.03 2.60 23.3 ---- 0.11 2.60 34.8 8.0 ---- ---- 13.0 0.06 23.3 ---- 26.2 0.22 34.8 0.0 ---- 10.0 ---- ---- 0.03 0.87 22.4 ---- 0.11 0.87 33.7 LBR ---- 10.0 ---- ---- 13.0 0.27 22.4 ---- 26.2 0.97 33.7 15.0 ---- 10.0 ---- ---- 0.01 0.00 22.1 ---- 0.04 0.00 32.8 L ---- 10.0 ---- ---- 13.0 0.37 22.1 ---- 26.2 1.37 32.8 7.0 ---- 10.0 ---- ---- 0.03 0.00 21.7 ---- 0.11 0.00 31.4 2 2 1.00 150 3 0.995 3 3 2.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 210.00 150 6 1.598 6 6 6.00 150 7 1.505 7 7 2.00 150 8 1.101 8 8 2.00 150 9 1.101 9 9 12.40 150 10 1.394 10 10 5.20 150 11 1.101 11 11 17.70 2LB2R ---- 10.0 ---- ---- 13.0 1.19 21.7 .---- 26.2. 4.34 31.4 150 12 1.101 21.0 ---- 20.0 ---- ---- 0.03 4.33 16.2 ---- 0.11 4.33 22.7 12 12 13.30 LR ---- 20.0 ---- ---- 13.0 0.65 16.2 ---- 26.2 2.39 22.7 150 13 1.101 8.0 ---- 20.0 ---- ---- 0.03 0.00 15.5 ---- 0.11 0.00 20.3 13 13 23.80 2E2LBR ---- 20.0 ---- ---- 13.0 1.40 15.5 ---- 26.2 5.14 20.3 150 14 1.101 22.0 ---- 20.0 -------- 0.03 0.00 14.1 ---- 0.11 0.00 15.2 14 14 6.50 R ---- 20.0 ---- ---- 8.1 0.10 14.1 ---- 16.1 0.34 15.2 150 34 1.101 1.0 ---- 10.0 ---- ---- 0.01 4.33 18.4 ---- 0.05 4.33 19.2 15 14 3.20 B ---- 20.0 ---- ---- 4.9 0.04 14.1 ---- 10.1 0.16 15.2 150 15 1.101 5.0 ---- 20.0 ---- ---- 0.01 0.00 14.1 ---- 0.02 0.00 15.0 16 15 2.30 B ---- 20.0 ---- ---- 4.9 0.04 14.1 ---- 10.1 0.14 15.0 150 16 1.101 5.0 ---- 20.0 ---- ---- 0.01 0.00 14.1 ---- 0.02 0.00 14.9 Is DATE: 2/18/2016 S:\P Drive\9307 Tamarack each @ Carlsbad\F'ire Sprinklers\Calcs\House 1 17 16 10.00 L ---- 20.0 ---- ---- 4.9 0.09 14.1 ---- 10.1 0.33 14.9 150 17 1.101 7.0 ---- 30.0 ---- ---- 0.01 4.33 9.6 ---- 0.02 4.33 10.2 18 17 1.00 L ---- 30.0 ---- ---- 4.9 0.04 9.6 ---- 10.1 0.15 10.2 150 18 1.101 7.0 ---- 30.0 ---- ---- 0.01 0.00 9.6 ---- 0.02 0.00 10.1 19 18 12.00 B ---- 30.0 ---- ---- 4.9 0.09 9.6 ---- 10.1 0.33 10.1 150 19 1.101 5.0 ---- 20.0 ---- ---- 0.01 4.33 13.8 ---- 0.02 4.33 14.1 20 19 3.80 B ---- 20.0 ---- ---- 4.9 0.04 13.8 ---- 10.1 0.17 14.1 150 20 1.101 5.0 ---- 20.0 ---- ---- 0.01 0.00 13.8 ---- 0.02 0.00 13.9 21 20 1.00 B ---- 20.0 ---- ---- 0.0 0.00 13.8 ---- 0.0 0.00 13.9 150 21 1.101 5.0 ---- 10.0 ---- ---- 0.00 4.33 18.1 ---- 0.00 4.33 18.3 22 21 10.00 L ---- 10.0 ---- ---- 0.0 0.00 18.1 ---- 0.0 0.00 18.3 150 22 1.101 7.0 ---- 20.0 ---- ---- 0.00 4.33 13.8 ---- 0.00 4.33 13.9 23 22 2.40 2L ---- 20.0 ---- ---- 0.0 0.00 13.8 ---- 0.0 0.00 13.9 150 23 1.101 14.0 ---- 20.0 ---- ---- 0.00 0.00 13.8 ---- 0.00 0.00 13.9 24 20 4.10 L ---- 20.0 ---- ---- 4.9 0.06 13.8 ---- 10.1 0.21 13.9 150 24 1.101 7.0 ---- 20.0 ---- ---- 0.01 0.00 13.7 ---- 0.02 0.00 13.7 25 24 3.40 LB ---- 20.0 ---- ---- 0.0 0.00 13.7 ---- 13.2 0.49 13.7 150 25 1.101 12.0 ---- 20.0 ---- ---- 0.00 0.00 13.7 ---- 0.03 0.00 13.2 26 25 10.00 L ---- 20.0 ---- ---- 0.0 0.00 13.7 ---- 13.2 0.54 13.2 150 26 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 9.4 ---- 0.03 4.33 8.4 27 26 1.80 2L ---- 30.0 ---- ---- 0.0 0.00 9.4 ---- 13.2 0.50 8.4 150 27 1.101 14.0 ---- 30.0 4.71 ---- 0.00 0.00 9.4 13.2 0.03 0.00 7.9 28 24 3.80 ---- 20.0 ---- ---- 4.9 0.02 13.7 -----3.1 0.01 13.7 150 28 1.101 0.0 ---- 20.0 ---- ---- 0.01 0.00 13.7 ---- 0.00 0.00 13.7 29 28 1.00 L ---- 20.0 ---- ---- -8.1 0.10 13.7 -----16.1 0.36 13.7 150 29 1.101 7.0 ---- 20.0 ---- ---- - 0.01 0.00 13.8 ---- -0.05 0.00 14.1 30 28 5.90 L2R ---- 20.0 ---- ---- 13.0 0.46 13.7 ---- 13.0 0.46 13.7 150 30 1.101 9.0 ---- 20.0 ---- ---- 0.03 0.00 13.3 ---- 0.03 0.00 13.3 31 30 5.20 B ---- 20.0 ---- ---- 13.0 0.31 13.3 ---- 13.0 0.31 13.3 150 31 1.101 5.0 ---- 20.0 ---- ---- 0.03 0.00 13.0 ---- 0.03 0.00 13.0 32 31 10.00 L ---- 20.0 ---- ---- 13.0 0.52 13.0 ---- 13.0 0.52 13.0 150 32 1.101 7.0 ---- 30.0 ---- ---- 0.03 4.33 8.1 ---- 0.03 4.33 8.1 33 32 1.60 2L ---- 30.0 ---- ---- 13.0 0.48 8.1 ---- 13.0 0.48 8.1 150 33 1.101 14.0 ---- 30.0 4.71 13.0 0.03 0.00 7.6 13.0 0.03 0.00 7.6 34 29 10.00 L ---- 20.0 ---- ---- -8.1 0.22 13.8 -----16.1 0.77 14.1 150 34 1.101 7.0 ---- 10.0 ---- ---- - 0.01 4.33 18.4 -----0.05 4.33 19.2 DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach@ Caisbad\Fire Sprinkiers\Caics\House 1 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv, X= X, The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 12.87 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.394 2.00 8.00 6.00 1.00 1.00 11.00 3.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L. MATERIAL:-Copper Tube-L, HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.03 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.08 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 65.4 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 312.0 gallons. The minimum pressure at any node is 7.6 psi at node 33. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum DATE: 2/18/2016 S:\P Drive\9307 Tamaack Beach @ Carlsbad\Fire Sprinklers\Calcs\House 1 of 81.7 psi and a 7 minute flow of 252 gal. and a 10 minute flow of 360.0 gallons. The minimum pressure at any node is 11.1 psi at node 33. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach'@ Calsbad\Fire Sprinklers\Calcs\House 1 WATER SUPPLY CURVE 81.0 1 72.0 R E 63.0 S S 54.0 U R 45.0 El 36.0 P 27.0 S I 18.0 we 0.0 04 8 OD OB 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 81.8 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply 81.8 psi @ 18.0 gpm B = Required Water Supply 43.4 psi @ 18.0 gpm C = Available Water Supply 81.8 psi @ 31.2 gpm D = Required Water Supply 65.4 psi @ 31.2 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 295 CHINQUAPIN AVE. (HOUSE 2) LAUNDRY 1HD CALC (20X20) Date: 1/19/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home- (lHD) .rdf SPRINKLER SPACING 400.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Mall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.049 in. Drop: K=4.78 (Incl. 1 Tee) 0.0 ft. x 1.049 in. Arm-Over: K=4.75 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: Steel S-40 HMC: 120 MATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD MATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 17.5 23 25.0 81.8 52.6 1 20.0 17.5 23 25.0 81.8 52.6 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT -- . RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing *1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCN FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 17.00 4.0 SRCE 25.0 5.96 52.6 ---- 25.0 5.97 52.6 150 2 0.995 18.5 ---- ---- ---- ---- 0.17 0.87 45.8 ---- 0.17 0.87 45.8 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.17 45.8 ---- 25.0 0.17 45.8 150 3 0.995 0.0 ---- ---- ---- ---- 0.17 0.00 41.6 ---- 0.17 0.00 41.6 3 3 2.00 ---- ---- ---- ---- 25.0 0.03 41.6 ---- 25.0 0.03 41.6 150 4 1.610 0.0 ---- ---- ---- ---- 0.02 0.00 41.6 ---- 0.02 0.00 41.6 4 4 1.00 -5.0 -2.0 ---- ---- 25.0 0.02 41.6 ---- 25.0 0.02 41.6 150 5 1.610 0.0 ---- ---- ---- ---- 0.02 0.00 36.6 ---- 0.02 0.00 36.6 5 5 160.00 4EBS ---- ---- ---- ---- 25.0 3.19 36.6 ---- 25.0 3.19 36.6 150 6 1.610 37.8 ---- ---- ---- ---- 0.02 0.00 33.4 ---- 0.02 0.00 33.4 6 6 6.00 L ---- ---- ---- ---- 25.0 0.22 33.4 ---- 25.0 0.22 33.4 150 7 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 31.4 5 0.02 1.73 31.4 7 7 2.00 2R ---- 2.0 -5 5 20.0 0.69 31.4 5 20.0 0.69 31.4 150 8 1.049 6.0 ---- 8.0 ---- ---- 0.09 2.60 28.1 ---- 0.09 2.60 28.1 8 8 2.00 ---- 8.0 ---- ---- 20.0 0.17 28.1 ---- 20.0 0.17 28.1 150 9 1.049 0.0 ---- 10.0 ---- ---- 0.09 0.87 27.1 ---- 0.09 0.87 27.1 9 9 3.00 LR ---- 10.0 ---- ---- 20.0 0.78 27.1 ---- 20.0 0.78 27.1 150 10 1.049 6.0 ---- 10.0 ---- ---- 0.09 0.00 26.3 ---- 0.09 0.00 26.3 10 10 5.50 L ---- 10.0 ---- ---- 7.9 0.13 26.3 ---- 7.9 0.13 26.3 150 11 1.049 3.0 ---- 10.0 ---- ---- 0.02 0.00 26.2 ---- 0.02 0.00 26.2 11 11 3.00 B ---- 10.0 ---- ---- 7.9 0.16 26.2 ---- 7.9 0.16 26.2 150 12 1.049 7.6 ---- 10.0 ---- ---- 0.02 0.00 26.0 ---- 0.02 0.00 26.0 12 12 10.00 L ---- 10.0 --------- 7.9 0.20 26.0 ---- 7.9 0.20 26.0. 150 13 1.049 3.0 ---- 20.0 ---- ---- 0.02 4.33 21.5 ---- 0.02 4.33 21.5 13 13 14.10 2EL234R ---- 20.0 ---- ---- 7.9 0.73 21.5 ---- 7.9 0.73 21.5 150 14 1.049 33.2 ---- 20.0 ---- ---- 0.02 0.00 20.8 ---- 0.02 0.00 20.8 14 14 3.80 B ---- 20.0 ---- ---- 7.9 0.18 20.8 ---- 7.9 0.18 20.8 150 15 1.049 7.6 ---- 20.0 ---- ---- 0.02 0.00 20.6 ---- 0.02 0.00 20.6 15 15 10.00 L ---- 20.0 ---- ---- -4.1 0.06 20.6 ---- -4.1 0.06 20.6 150 16 1.049 3.0 ---- 10.0 ---- ---- 0.00 4.33 25.0 ---- 0.00 4.33 25.0 16 16 14.60 2ELB ---- 10.0 ---- ---- 8.0 0.45 25.0 ---- 8.0 0.45 25.0 150 17 1.049 13.6 ---- 10.0 ---- ---- 0.02 0.00 24.5 ---- 0.02 0.00 24.5 17 17 8.40 BR ---- 10.0 ---- ---- 8.0 0.30 24.5 ---- 8.0 0.30 24.5 150 18 1.049 10.6 ---- 10.0 ---- ---- 0.02 0.00 24.2 ---- 0.02 0.00 24.2 18 18 30.00 2EL8R ---- 10.0 8.0 0.96 24.2 ---- 8.0 0.96 24.2 150 19 1.049 30.2 ---- 10.0 ---- ---- 0.02 0.00 23.3 ---- 0.02 0.00 23.3 19 19 8.20 LR ---- 10.0 ---- ---- 8.0 0.23 23.3 ---- 8.0 0.23 23.3 150 20 1.049 6.0 ---- 10.0 ---- ---- 0.02 0.00 23.1 ---- 0.02 0.00 23.1 20 20 10.00 L ---- 10.0 ---- ---- 8.0 0.21 23.1 ---- 8.0 0.21 23.1 150 21 1.049 3.0 ---- 20.0 ---- ---- 0.02 4.33 18.5 ---- 0.02 4.33 18.5 21 21 8.00 3L ---- 20.0 ---- ---- 8.0 0.27 18.5 ---- 8.0 0.27 18.5 150 22 1.049 9.1 ---- 20.0 ---- ---- 0.02 0.00 18.2 ---- 0.02 0.00 18.2 22 22 1.00 B ---- 20.0 ---- ---- 20.0 0.74 18.2 ---- 20.0 0.74 18.2 150 23 1.049 7.6 - - - - 20.0 4.78 20.0 0.09 0.00 17.5 20.0 0.09 0.00 17.5 23 22 14.20 2E2L2B ---- 20.0 ---- ---- - 12.0 1.28 18.2 ---- -12.0 1.28 18.2 150 24 1.049 24.2 ---- 20.0 ---- ---- - 0.03 0.00 19.5 ---- -0.03 0.00 19.5 24 24 11.80 LBR ---- 20.0 ---- ----0.0 0.00 19.5 ---- 0.0 0.00 19.5 150 25 1.049 13.6 ---- 20.0 ---- ---- 0.00 0.00 19.5 ---- 0.00 0.00 19.5 25 25 10.00 L ---- 20.0 ---- ---- 0.0 0.00 19.5 ---- 0.0 0.00 19.5 150 26 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 15.2 ---- 0.00 4.33 15.2 26 26 7.40 2L ---- 30.0 ---- ---- 0.0 0.00 15.2 ---- 0.0 0.00 15.2 150 27 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 15.2 ---- 0.00 0.00 15.2 27 24 12.80 R ---- 20.0 ---- ---- - 12.0 0.53 19.5 -----12.0 0.53 19.5 150 28 1.049 3.0 ---- 20.0 ---- ---- - 0.03 0.00 20.1 -----0.03 0.00 20.1 28 28 17.20 2ELBR ---- 20.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 20.1 150 29 1.049 16.6 ---- 20.0 ---- ---- 0.00 0.00 20.1 ---- 0.00 0.00 20.1 29 29 10.00 L ---- 20.0 ---- ---- 0.0 0.00 20.1 ---- 0.0 0.00 20.1 150 30 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 15.7 ---- 0.00 4.33 15.7 30 30 2.80 2L ---- 30.0 ---- ---- 0.0 0.00 15.7 ---- 0.0 0.00 15.7 150 31 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 15.7 ---- 0.00 0.00 15.7 31 28 10.20 2R ---- 20.0 ---- ---- - 12.0 0.54 20.1 ---- -12.0 0.54 20.1 150 15 1.049 6.0 ---- 20.0 ---- ---- - 0.03 0.00 20.6 -----0.03 0.00 20.6 32 15 3.90 B ---- 20.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 20.6 150 32 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 20.6 ---- 0.00 0.00 20.6 33 32 2.70 B ---- 20.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 20.6 150 33 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 20.6 ---- 0.00 0.00 20.6 34 33 10.00 L ---- 20.0 ---- ---- 0.0 0.00 20.6 ---- 0.0 0.00 20.6 150 34 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 16.3 ---- 0.00 4.33 16.3 35 34 6.00 LBR ---- 30.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 16.3 150 35 1.049 13.6 ---- 30.0 ---- ---- 0.00 0.00 16.3 ---- 0.00 0.00 16.3 36 35 7.50 2L ---- 30.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 16.3 150 36 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 16.3 ---- 0.00 0.00 16.3 37 35 6.80 L ---- 30.0 ---- ---- 0.0 0.00 16.3 ---- 0.0 0.00 16.3 150 37 1.049 3.0 ---- 30.0 ---- ---- 0.00 0.00 16.3 ---- 0.00 0.00 16.3 38 16 24.30 2E2L2R ---- 10.0 -12.1 1.34 25.0 ---- -12.1 1.34 25.0 150 10 1.049 15.1 ---- 10.0 ---- ---- - 0.03 0.00 26.3 ---- -0.03 0.00 26.3 Node Notes Pipe Notes Legend: P - Pipe I DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBr, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv X Y Z 1.049 1.00 2.00 5.00 2.00 2.00 5.00 0.00 0.00 0.00 0.00 1.610 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube -L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.09 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 52.6 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 15.2 psi at node 26. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 81.7 psi and a 7 minute flow of 231 gal. and a 10 minute flow of 330.0 gallons. * 4 The minimum pressure at any node is 34.1 pi at node 26. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE Owl 81.0 P 72.0 R E 63 .0 S S 54 .0 U R 45.0 E 36.0 P 27.0 S I 18.0 Me mil 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 81.8 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi 8 25.0 gpm 81.8 psi 8 25.0 gpm B = Required Water Supply D = Required Water Supply 52.6 psi 8 25.0 gpm 52.6 psi 8 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 295 CHINQUAPIN AVE. (HOUSE 2) LIVING ROOM #2 2HD CALC (16X16) Date: 1/19/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home- (2HD) .rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.049 in. Drop: K=4.78 (Incl. 1 Tee) 0.0 ft. x 1.049 in. Arm-Over: K=4.75 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: Steel S-40 HWC: 120 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.4 27 18.0 81.8 40.4 2 13.0 7.4 27 31.0 81.8 54.1 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT a RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ----------------------------------* ---------------------* 1 1 1 17.00 BX ---- -4.0 SRCE 18.0 3.25 40.4 ---- 31.0 8.91 54.1 150 2 0.995 18.5 ---- ---- ---- ---- 0.09 0.87 36.3 ---- 0.25 0.87 44.3 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 36.3 ---- 31.0 0.25 44.3 150 3 0.995 0.0 ---- ---- ---- ---- 0.09 0.00 32.2 ---- 0.25 0.00 40.1 3 3 2.00 -------- ---- ---- 18.0 0.02 32.2 ---- 31.0 0.05 40.1 150 4 1.610 0.0 -------- ---- ---- 0.01 0.00 32.2 ---- 0.02 0.00 40.0 4 4 1.00 -5.0 -2.0 ---- ---- 18.0 0.01 32.2 ---- 31.0 0.02 40.0 150 5 1.610 0.0 ---- ---- ---- ---- 0.01 0.00 27.2 ---- 0.02 0.00 35.0 5 5 160.00 4EBS ---- ---- ---- ---- 18.0 1.74 27.2 ---- 31.0 4.76 35.0 150 6 1.610 37.8 ---- ---- ---- ---- 0.01 0.00 25.5 ---- 0.02 0.00 30.2 6 6 6.00 L ---- ---- ---- ---- 18.0 0.12 25.5 ---- 31.0 0.33 30.2 150 7 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 23.6 5 0.03 1.73 28.2 7 7 2.00 2R ---- 2.0 -5 5 13.0 0.31 23.6 5 26.0 1.13 28.2 150 8 1.049 6.0 ---- 8.0 ---- ---- 0.04 2.60 20.7 ---- 0.14 2.60 24.4 8 8 2.00 ---- 8.0 ---- ---- 13.0 0.08 20.7 ---- 26.0 0.28 24.4 150 9 1.049 0.0 ---- 10.0 ---- ---- 0.04 0.87 19.7 ---- 0.14 0.87 23.3 9 9 3.00 LR ---- 10.0 ---- ---- 13.0 0.35 19.7 ---- 26.0 1.27 23.3 150 10 1.049 6.0 ---- 10.0 ---- ---- 0.04 0.00 19.4 ---- 0.14 0.00 22.0 10 10 5.50 L ---- 10.0 ---- ---- 5.2 0.06 19.4 ---- 10.5 0.22 22.0 150 11 1.049 3.0 ---- 10.0 ---- ---- 0.01 0.00 19.3 ---- 0.03 0.00 21.8 11 11 3.00 B ---- 10.0 ---- ---- 5.2 0.08 19.3 ---- 10.5 0.28 21.8 150 12 1.049 7.6 ---- 10.0 ---- ---- 0.01 0.00 19.3 ---- 0.03 0.00 21.5 12 12 10.00 L ---- 10.0 ---- 5.2 0.09 19.3 ---- 10.5 0.34 21.5 150 13 1.049 3.0 ---- 20.0 ---- ---- 0.01 4.33 14.8 ---- 0.03 4.33 16.9 13 13 14.10 2EL2B4R ---- 20.0 ---- ---- 5.2 0.34 14.8 ---- 10.5 1:25 16.9 150 14 1.049 33.2 ---- 20.0 ---- ---- 0.01 0.00 14.5 ---- 0.03 0.00 15.6 14 14 3.80 B ---- 20.0 ---- ---- 5.2 0.08 14.5 ---- 10.5 0.30 15.6 150 15 1.049 7.6 ---- 20.0 ---- ---- 0.01 0.00 14.4 ---- 0.03 0.00 15.3 15 15 10.00 L ---- 20.0 ---- ---- -4.1 0.06 14.4 ---- -9.3 0.27 15.3 150 16 1.049 3.0 ---- 10.0 ---- ---- 0.00 4.33 18.8 ---- -0.02 4.33 19.9 16 16 14.60 2ELB ---- 10.0 ---- ---- 3.7 0.11 18.8 ---- 6.1 0.27 19.9 150 17 1.049 13.6 ---- 10.0 ---- ---- 0.00 0.00 18.7 ---- 0.01 0.00 19.6 17 17 8.40 BR ---- 10.0 ---- ---- 3.7 0.07 18.7 ---- 6.1 0.18 19.6 150 18 1.049 10.6 ---- 10.0 ---- ---- 0.00 0.00 18.6 ---- 0.01 0.00 19.5 4 18 18 30.00 2EL8R ---- 10.0 3.7 0.23 18.6 ---- 6.1 0.58, 19.5 150 19 1.049 30.2 ---- 10.0 ---- ---- 0.00 0.00 18.4 ---- 0.01 0.00 18.9 19 19 8.20 LR ---- 10.0 ---- ---- 3.7 0.05 18.4 ---- 6.1 0.14 18.9 150 20 1.049 6.0 ---- 10.0 ---- ---- 0.00 0.00 18.3----- 0.01 0.00 18.7 20 20 10.00 L ---- 10.0 ---- ---- 3.7 0.05 18.3 ---- 6.1 0.13 18.7 150 21 1.049 3.0 ---- 20.0 ---- ---- 0.00 4.33 14.0 ---- 0.01 4.33 14.3 21 21 8.00 3L ---- 20.0 ---- ---- 3.7 0.07 14.0 ---- 6.1 0.17 14.3 150 22 1.049 9.1 ---- 20.0 ---- ---- 0.00 0.00 13.9 ---- 0.01 0.00 14.1 22 22 1.00 B ---- 20.0 ---- ---- 0.0 0.00 13.9 ---- 0.0 0.00 14.1 150 23 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 13.9 ---- 0.00 0.00 14.1 23 22 14.20 2E2L2B ---- 20.0 ---- ---- 3.7 0.15 13.9 ---- 6.1 0.37 14.1 150 24 1.049 24.2 ---- 20.0 ---- ---- 0.00 0.00 13.7 ---- 0.01 0.00 13.7 24 24 11.80 LBR ---- 20.0 ---- ---- 13.0 0.99 13.7 ---- 13.0 0.99 13.7 150 25 1.049 13.6 ---- 20.0 ---- ---- 0.04 0.00 12.8 ---- 0.04 0.00 12.8 25 25 10.00 L ---- 20.0 ---- ---- 13.0 0.51 12.8 ---- 13.0 0.51 12.8 150 26 1.049 3.0 ---- 30.0 ---- ---- 0.04 4.33 7.9 ---- 0.04 4.33 7.9 26 26 7.40 2L ---- 30.0 ---- ---- 13.0 0.52 7.9 ---- 13.0 0.52 7.9 150 27 1.049 6.0 ---- 30.0 4.78 13.0 0.04 0.00 7.4 13.0 0.04 0.00 7.4 27 24 12.80 R ---- 20.0 ---- ---- -9.3 0.33 13.7 -----6.9 0.19 13.7 150 28 1.049 3.0 ---- 20.0 ---- ---- - 0.02 0.00 14.1 -----0.01 0.00 13.9 28 28 17.20 2ELBR ---- 20.0 ---- ---- 0.0 0.00 14.1 ---- 13.0 1.32 13.9 150 29 1.049 16.6 ---- 20.0 ---- ---- 0.00 0.00 14.1 ---- 0.04 0.00 12.6 29 29 10.00 L ---- 20.0 ---- ---- 0.0 0.00 14.1 ---- 13.0 0.51 12.6 150 30 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 9.7 ---- 0.04 4.33 7.8 30 30 2.80 2L ---- 30.0 ---- ---- 0.0 0.00 9.7 ---- 13.0 0.34 7.8 150 31 1.049 6.0 ---- 30.0 4.78 ---- 0.00 0.00 9.7 13.0 0.04 0.00 7.4 31 28 10.20 2R ---- 20.0 ---- ---- -9.3 0.34 14.1 ---- -19.9 1.38 13.9 150 15 1.049 6.0 ---- 20.0 ---- ---- - 0.02 0.00 14.4 ---- -0.09 0.00 15.3 32 15 3.90 B ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 15.3 150 32 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 15.3 33 32 2.70 B ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 15.3 150 33 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 15.3 34 33 10.00 L ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 15.3 150 34 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 10.1 ---- 0.00 4.33 11.0 35 34 6.00 LBR ---- 30.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 11.0 150 35 1.049 13.6 ---- 30.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 11.0 36 35 7.50 2L ---- 30.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 11.0 150 36 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 11.0 37 35 6.80 L ---- 30.0 ---- ---- 0.0 0.00 10.1 ---- 0.0 0.00 11.0 150 37 1.049 3.0 ---- 30.0 ---- ---- 0.00 0.00 10.1 ---- 0.00 0.00 11.0 38 16 24.30 2E2L2R ---- 10.0 -7.8 0.59 18.8-----15.5 2.11 19.9 150 10 1.049 15.1 ---- 10.0 ---- ---- - 0.02 0.00 19.4 ---- -0.05 0.00 22.0 Node Notes Pipe Notes Legend: P - Pipe I DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Ell, B=TeeBr, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 7.43 f/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.80 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Ell TeeBr TeeRun Couplg SwgChk GatVlv X Y Z 1.049 1.00 2.00 5.00 2.00 2.00 5.00 0.00 0.00 0.00 0.00 1.610 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) K L B R C S G X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.02 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 54.1 psi and a 7 minute flow of 217 gal. and a 10 minute flow of 310.2 gallons. The minimum pressure at any node is 7.4 psi at node 27. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 81.7 psi and a 7 minute flow of 294 gal. and a 10 minute flow of 420.0 gallons. The minimum pressure at any node is 15.3 si at node 27. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 81.0 P 72.0 R E 63.0 S S 54 .0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 81.8 psi, Residual = 20.0 psi 8 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi 8 18.0 gpm 81.8 psi 8 31.0 gpm B = Required Water Supply D = Required Water Supply 40.4 psi 8 18.0 gpm 54.1 psi @ 31.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 295 CHINQUAPIN AVE. (HOUSE 2) STAIRS 2HD CALC (16X16) Date: 1/19/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home-(2HD-STAIRS).rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.049 in. Drop: K=4.78 (Incl. 1 Tee) 0.0 ft. x 1.049 in. Arm-Over: K=4.75 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: Steel S-40 HWC: 120 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. ReqTd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.4 36 18.0 81.8 40.4 2 13.0 7.4 36 31.1 81.8 58.9 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 17.00 EX ---- -4.0 SRCE 18.0 3.25 40.4 ---- 31.1 8.96 58.9 150 2 0.995 18.5 ---- ---- ---- ---- 0.09 0.87 36.3 ---- 0.25 0.87 49.1 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 36.3 ---- 31.1 0.25 49.1 150 3 0.995 0.0 ---- ---- ---- ---- 0.09 0.00 32.2 ---- 0.25 0.00 44.9 3 3 2.00 ---- ---- ---- ---- 18.0 0.02 32.2 ---- 31.1 0.05 44.9 150 4 1.610 0.0 ---- ---- ---- ---- 0.01 0.00 32.2 ---- 0.02 0.00 44.8 4 4 1.00 -5.0 -2.0 ---- ---- 18.0 0.01 32.2 ---- 31.1 0.02 44.8 150 5 1.610 0.0 ---- ---- ---- ---- 0.01 0.00 27.2 ---- 0.02 0.00 39.8 5 5 160.00 4EBS ---- ---- ---- ---- 18.0 1.74 27.2 ---- 31.1 4.79 39.8 150 6 1.610 37.8 ---- ---- ---- ---- 0.01 0.00 25.5 ---- 0.02 0.00 35.0 6 6 6.00 L ---- ---- ---- ---- 18.0 0.12 25.5 ---- 31.1 0.34 35.0 150 7 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 23.6 5 0.03 1.73 32.9 7 7 2.00 2R ---- 2.0 -5 5 13.0 0.31 23.6 5 26.1 1.13 32.9 150 8 1.049 6.0 ---- 8.0 ---- ---- 0.04 2.60 20.7 ---- 0.14 2.60 29.2 8 8 2.00 ---- 8.0 ---- ---- 13.0 0.08 20.7 ---- 26.1 0.28 29.2 150 9 1.049 0.0 ---- 10.0 ---- ---- 0.04 0.87 19.7 ---- 0.14 0.87 28.1 9 9 3.00 LR ---- 10.0 ---- ---- 13.0 0.35 19.7 ---- 26.1 1.28 28.1 150 10 1.049 6.0 ---- 10.0 ---- ---- 0.04 0.00 19.4 ---- 0.14 0.00 26.8 10 10 5.50 L ---- 10.0 ---- ---- 5.4 0.07 19.4 ---- 10.9 0.24 26.8 150 11 1.049 3.0 ---- 10.0 ---- ---- 0.01 0.00 19.3 ---- 0.03 0.00 26.5 11 11 3.00 B ---- 10.0 ---- ---- 5.4 0.08 19.3 ---- 10.9 0.29 26.5 150 12 1.049 7.6 ---- 10.0 ---- ---- 0.01 0.00 19.2 ---- 0.03 0.00 26.2 12 12 10.00 L ---- 10.0 ---- ---- 5.4 0.10 19.2 ---- 10.9 0.36 26.2 150 13 1.049 3.0 ---- 20.0 ---- ---- 0.01 4.33 14.8 ---- 0.03 4.33 21.6 13 13 14.10 2EL2B4R ---- 20.0 ---- ---- 5.4 0.36 14.8 ---- 10.9 1.32 21.6 150 14 1.049 33.2 ---- 20.0 ---- ---- 0.01 0.00 14.4 ---- 0.03 0.00 20.2 14 14 3.80 B ---- 20.0 ---- ---- 5.4 0.09 14.4 ---- 10.9 0.32 20.2 150 15 1.049 7.6 ---- 20.0 ---- ---- 0.01 0.00 14.4 ---- 0.03 0.00 19.9 15 15 10.00 L ---- 20.0 ---- ---- -6.2 0.13 14.4 ---- -12.5 0.47 19.9 150 16 1.049 3.0 ---- 10.0 ---- ---- - 0.01 4.33 18.8 ---- -0.04 4.33 24.7 16 16 14.60 2ELB ---- 10.0 ---- ---- 1.3 0.02 18.8 ---- 2.7 0.06 24.7 150 17 1.049 13.6 ---- 10.0 ---- ---- 0.00 0.00 18.8 ---- 0.00 0.00 24.7 17 17 8.40 BR ---- 10.0 ---- ---- 1.3 0.01 18.8 ---- 2.7 0.04 24.7 150 18 1.049 10.6 ---- 10.0 ---- ---- 0.00 0.00 18.8 ---- 0.00 0.00 24.6 18 18 30.00 2EL8R ---- 10.0 1.3 0.04 18.8 ---- 2.7 0.13 24.6 150 19 1.049 30.2 ---- 10.0 ---- ---- 0.00 0.00 18.8 ---- 0.00 0.00 24.5 19 19 8.20 LR ---- 10.0 ---- ---- 1.3 0.01 18.8 ---- 2.7 0.03 24.5 150 20 1.049 6.0 ---- 10.0 ---- ---- 0.00 0.00 18.8 ---- 0.00 0.00 24.5 20 20 10.00 L ---- 10.0 ---- ---- 1.3 0.01 18.8 ---- 2.7 0.03 24.5 150 21 1.049 3.0 ---- 20.0 ---- ---- 0.00 4.33 14.4 ---- 0.00 4.33 20.1 21 21 8.00 3L ---- 20.0 ---- ---- 1.3 0.01 14.4 ---- 2.7 0.04 20.1 150 22 1.049 9.1 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.1 22 22 1.00 B ---- 20.0 ---- ---- -0.0 0.00 14.4 ---- 0.0 0.00 20.1 150 23 1.049 7.6 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.1 23 22 14.20 2E2L23 ---- 20.0 ---- ---- 1.3 0.02 14.4 ---- 2.7 0.08 20.1 150 24 1.049 24.2 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.0 24 24 11.80 LBR ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 20.0 150 25 1.049 13.6 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.0 25 25 10.00 L ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 20.0 150 26 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 10.0 ---- 0.00 4.33 15.7 26 26 7.40 2L ---- 30.0 ---- ---- 0.0 0.00 10.0 ---- 0.0 0.00 15.7 150 27 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 10.0 ---- 0.00 0.00 15.7 27 24 12.80 R ---- 20.0 ---- ---- 1.3 0.01 14.4 ---- 2.7 0.03 20.0 150 28 1.049 3.0 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.0 28 28 17.20 2ELBR ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 20.0 150 29 1.049 16.6 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 20.0 29 29 10.00 L ---- 20.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 20.0 150 30 1.049 3.0 ---- 30.0 ---- ---- 0.00 4.33 10.0 ---- 0.00 4.33 15.6 30 30 2.80 2L ---- 30.0 ---- ---- 0.0 0.00 10.0 ---- 0.0 0.00 15.6 150 31 1.049 6.0 ---- 30.0 ---- ---- 0.00 0.00 10.0 ---- 0.00 0.00 15.6 31 28 10.20 2R ---- 20.0 ---- ---- 1.3 0.01 14.4 ---- 2.7 0.03 20.0 150 15 1.049 6.0 ---- 20.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 19.9 32 15 3.90 B ---- 20.0 -------- 13.0 0.44 14.4 ---- 26.1 1.62 19.9 150 32 1.049 7.6 ---- 20.0 ---- ---- 0.04 0.00 13.9 ---- 0.14 0.00 18.3 33 32 2.70 150 33 1.049 34 33 10.00 150 34 1.049 35 34 6.00 150 35 1.049 36 35 7.50 150 36 1.049 37 35 6.80 150 37 1.049 B ---- 20.0 ---- ---- 13.0 0.40 13.9 ---- 26.1 1.45 18.3 7.6 ---- 20.0 ---- ---- 0.04 0.00 13.5 ---- 0.14 0.00 16.9 L ---- 20.0 ---- ---- 13.0 0.51 13.5 ---- 26.1 1.84 16.9 3.0 ---- 30.0 ---- ---- 0.04 4.33 8.7 ---- 0.14 4.33 10.7 LBR ---- 30.0 ---- ----13.0 0.76 8.7 ---- 26.1 2.76 10.7 13.6 ---- 30.0 ---- ---- 0.04 0.00 7.9 ---- 0.14 0.00 7.9 2L ---- 30.0 ---- ---- 13.0 0.53 7.9 ---- 13.0 0.53 7.9 6.0 ---- 30.0 4.78 13.0 0.04 0.00 7.4 13.0 0.04 0.00 7.4 L ---- 30.0 ---- ---- 0.0 0.00 7.9 ---- 13.1 0.39 7.9 3.0 ---- 30.0 4.78 ---- 0.00 0.00 7.9 13.1 0.04 0.00 7.5 38 16 24.30 2E2L2R ---- 10.0 -7.6 0.57 18.8 -15.3 2.06 24.7 150 10 1.049 15.1 ---- 10.0 ---- ---- - 0.01 0.00 19.4 ---- -0.05 0.00 26.8 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Fitting Code Letters: LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation E=45 Ell, L=90 Eli, B=TeeBr, R=TeeRun, C=Coupig, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.84 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: A MATERIAL: Steel S-40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBr TeeRun Couplg SwgChk GatVlv X Y Z 1.049 1.00 2.00 5.00 2.00 2.00 5.00 0.00 0.00 0.00 0.00 1.610 2.00 4.00 8.00 3.00 3.00 9.00 0.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv AngViv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 58.9 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 311.2 gallons. The minimum pressure at any node is 7.4 psi at node 36. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 81.7 psi and a 7 minute flow of 273 gal. and a 10 minute flow of 390.0 gallons. •--'••' The minimum pressure at any node is i3.0 pi at node 36. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 81.0 P 72.0 R E 63.0 S S 54 .0 U R 45.0 E 36.0 P 27.0 S I 18.0 AI 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 81.8 psi, Residual = 20.0 psi 8 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi 8 18.0 gpm 81.8 psi 8 31.1 gpm B = Required Water Supply D = Required Water Supply 40.4 psi @ 18.0 gpm 58.9 psi 8 31.1 gpm 4 -.,,. DATE: 2/18/2016 S:\P Drive\9307 Tamatack each @ Carlsbad\Fire Sprinklers\Calcs\House 3 RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 291 CHINQUAPIN AVE. (HOUSE 3) W. I.C. 1HD CALC (20X20) Date: 2/18/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home-(1HD NEW).rdf SPRINKLER SPACING 400.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 10.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (20x20) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 24 25.0 81.8 52.1 1 20.0 18.0 24 25.0 81.8 52.1 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach @ Carlsbad\Fire Sprinklers\Calcs\House 3 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing *1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (PT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) -----------------------------------* ---------------------* 1 1 1 17.00 BX ---- -4.0 SRCE 25.0 5.97 52.1 ---- 25.0 5.97 52.1 150 2 0.995 18.5 ---- ---- ---- ---- 0.17 0.87 45.3 ---- 0.17 0.87 45.3 -4.0 -2.0 ---- ---- 25.0 0.17 45.3 ---- 25.0 0.17 45.3 0.0 ---- ---- ---- ---- 0.17 0.00 41.1 ---- 0.17 0.00 41.1 25.0 0.03 41.1 ---- 25.0 0.03 41.1 0.0 ---- ---- ---- ---- 0.02 0.00 41.1 ---- 0.02 0.00 41.1 -5.0 -2.0 ---- ---- 25.0 0.02 41.1 ---- 25.0 0.02 41.1 0.0 ---- ---- ---- ---- 0.02 0.00 36.1 ---- 0.02 0.00 36.1 4EBS ---- ---- ---- ---- 25.0 1.93 36.1 ---- 25.0 1.93 36.1 30.0 ---- ---- ---- ---- 0.02 0.00 34.1 ---- 0.02 0.00 34.1 L ---- ---- ---- ---- 25.0 0.22 34.1 ---- 25.0 0.22 34.1 4.0 ---- 2.0 -5 5 0.02 1.73 32.2 5 0.02 1.73 32.2 2R ---- 2.0 -5 5 20.0 0.27 32.2 5 20.0 0.27 32.2 2.0 ---- 8.0 ---- ---- 0.07 2.60 29.3 ---- 0.07 2.60 29.3 8.0 ---- ----- 20.0 0.14 29.3 ---- 20.0 0.14 29.3 0.0 ---- 10.0 ---- ---- 0.07 0.87 28.3 ---- 0.07 0.87 28.3 2 2 1.00 150 3 0.995 3 3 2.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 85.00 150 6 1.598 6 6 6.00 150 7 1.505 7 7 2.00 150 8 1.101 8 8 2.00 150 9 1.101 9 9 14.00 2E2L2R ---- 10.0 ---- ---- 20.0 2.18 28.3 ---- 20.0 2.18 28.3 150 10 1.101 18.0 ---- 10.0 ---- ---- 0.07 0.00 26.1 ---- 0.07 0.00 26.1 10 10 26.50 2E2B3R ---- 10.0 ---- ---- 10.9 0.92 26.1 ---- 10.9 0.92 26.1 150 21 1.101 15.0 ---- 10.0 ---- ---- 0.02 0.00 25.2 ---- 0.02 0.00 25.2 11 10 3.80 B ---- 10.0 ---- ---- 9.1 0.14 26.1 ---- 9.1 0.14 26.1 150 11 1.101 5.0 ---- 10.0 ---- ---- 0.02 0.00 26.0 ---- 0.02 0.00 26.0 12 11 10.00 L ---- 10.0 ---- ---- 9.1 0.27 26.0 ---- 9.1 0.27 26.0 150 12 1.101 7.0 ---- 20.0 ---- ---- 0.02 4.33 21.4 ---- 0.02 4.33 21.4 13 12 1.20 L ---- 20.0 ---- ---- 9.1 0.13 21.4 ---- 9.1 0.13 21.4 150 13 1.101 7.0 ---- 20.0 ---- ---- 0.02 0.00 21.3 ---- 0.02 0.00 21.3 14 13 22.50 2ELB4R ---- 20.0 ---- ---- 9.1 0.64 21.3 ---- 9.1 0.64 21.3 150 14 1.101 18.0 ---- 20.0 ---- ---- 0.02 0.00 20.6 ---- 0.02 0.00 20.6 15 14 6.80 LR ---- 20.0 ---- ---- 9.1 0.23 20.6 ---- 9.1 0.23 20.6 150 15 1.101 8.0 ---- 20.0 ---- ---- 0.02 0.00 20.4 ---- 0.02 0.00 20.4 16 15 2.20 B ---- 20.0 ---- ---- 0.0 0.00 20.4 ---- 0.0 0.00 20.4 150 16 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 20.4 S DATE: 2/18/2016 S:\P Drive\9307 Tamarack teach @ Carlsbad\Fire Sprinklers\Calcs\House 3 17 16 10.00 L ---- 20.0 ---- ---- 0.0 0.00 20.4 ---- 0.0 0.00 20.4 150 17 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 16.1 ---- 0.00 4.33 16.1 18 17 3.70 2L ---- 30.0 ---- ---- 0.0 0.00 16.1 ---- 0.0 0.00 16.1 150 18 1.101 14.0 ---- 30.0 ---- ---- 0.00 0.00 16.1 ---- 0.00 0.00 16.1 19 15 1.30 ---- 20.0 ---- ---- 9.1 0.02 20.4 ---- 9.1 0.02 20.4 150 19 1.101 0.0 ---- 20.0 ---- ---- 0.02 0.00 20.4 ---- 0.02 0.00 20.4 20 19 1.10 B ---- 20.0 ---- ---- - 10.9 0.14 20.4 ---- -10.9 0.14 20.4 150 20 1.101 5.0 ---- 20.0 ---- ---- - 0.02 0.00 20.5 ---- -0.02 0.00 20.5 21 20 10.00 L ---- 20.0 ---- ---- - 10.9 0.38 20.5 ---- -10.9 0.38 20.5 150 21 1.101 7.0 ---- 10.0 ---- ---- - 0.02 4.33 25.2 ---- -0.02 4.33 25.2 22 19 8.40 2L ---- 20.0 ---- ---- 20.0 1.52 20.4 ---- 20.0 1.52 20.4 150 22 1.101 14.0 ---- 20.0 ---- ---- 0.07 0.00 18.8 ---- 0.07 0.00 18.8 23 22 1.00 B ---- 20.0 ---- ---- 20.0 0.41 18.8 ---- 20.0 0.41 18.8 150 23 1.101 5.0 ---- 20.0 ---- ---- 0.07 0.00 18.4 ---- 0.07 0.00 18.4 24 23 1.00 B ---- 20.0 ---- ---- 20.0 0.41 18.4 ---- 20.0 0.41 18.4 150 24 1.101 5.0 ---- 20.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 25 23 3.80 2L ---- 20.0 ---- ---- 0.0 0.00 18.4 ---- 0.0 0.00 18.4 150 25 1.101 14.0 ---- 20.0 ---- ---- 0.00 0.00 18.4 ---- 0.00 0.00 18.4 26 25 10.00 L ---- 20.0 ---- ---- -0.0 0.00 18.4 ---- 0.0 0.00 18.4 150 26 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 14.1 ---- 0.00 4.33 14.1 27 26 4.50 2L ---- 30.0 ---- ---- 0.0 0.00 14.1 ---- 0.0 0.00 14.1 150 27 1.101 14.0 ---- 30.0 ---- ---- 0.00 0.00 14.1 ---- 0.00 0.00 14.1 Node Notes Pipe Notes Legend: P - Pipe if DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - 1K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv X= X, .- DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach .@ Carlsbad\Fire Sprinklers\Calcs\House 3 The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 10.32 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.08 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 52.1 psi and a 7 minute flow of 175 gal. and a 10 minute flow of 250.0 gallons. The minimum pressure at any node is 14.1 psi at node 26. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 81.7 psi and a 7 minute flow of 231 gal. and a 10 minute flow of 330.0 gallons. The minimum pressure at any node is 32.5 psi at node 26. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 2/18/2016 S:\P Drive\9307 Tamaack peach 8 Carlsbad\Fire Sprinklers\Calcs\House 3 WATER SUPPLY CURVE 81.0 21 72.0 R E 63.0 S S U 54.0 139 R 45.0 El 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GEM) Static = 81.8 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi @ 25.0 gpm 81.8 psi 8 25.0 gpm B = Required Water Supply D = Required Water Supply 52.1 psi 8 25.0 gpm 52.1 psi @ 25.0 gpm DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach '@ Car1sbad\Fire Sprinklers\Calcs\House 3 DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach @ Carisbad\Fire Sprinkiers\Calcs\House 3 RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM, CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TAMARACK BEACH CUSTOM HOMES CARLSBAD, CA 291 CHINQUAPIN AVE. (HOUSE 3) LIVING ROOM #2/STAIRS 2HD CALC (16X16) Date: 2/18/2016 File No: 9307 Data File Name: 9307- Tamarack Beach Custom Home-(2HD NEW).rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Mm. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12/11/16 By: CARLSBAD WATER DEP. Static: 81.8 psi Resid: 20.0 psi Fiow:1500.0 gpm Public Main Size: 6 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 13.0 7.6 2 13.0 7.6 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT Node Total Avail. Req'd No. Flow Press. Press. 27 18.0 81.8 40.2 27 31.9 81.8 53.9 I DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach' @ Car1sbad\Fire Sprinklers\Calcs\House 3 RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = * = = = = = = = = = = = = = = = = = = = = = 1 1 17.00 EX ---- -4.0 SRCE 18.0 3.25 40.2 ---- 31.9 9.37 53.9 150 2 0.995 18.5 ---- ---- ---- ---- 0.09 0.87 36.1 ---- 0.26 0.87 43.6 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 36.1 ---- 31.9 0.26 43.6 150 3 0.995 0.0 ---- ---- ---- ---- 0.09 0.00 32.0 ---- 0.26 0.00 39.4 3 3 2.00 ---- ---- ---- ---- 18.0 0.02 32.0 ---- 31.9 0.05 39.4 150 4 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 32.0 ---- 0.03 0.00 39.3 4 4 1.00 -5.0 -2.0 ---- ---- 18.0 0.01 32.0 ---- 31.9 0.03 39.3 150 5 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 27.0 ---- 0.03 0.00 34.3 5 5 85.00 4EBS ---- ---- ---- ---- 18.0 1.05 27.0 ---- 31.9 3.02 34.3 150 6 1.598 30.0 -------- ---- ---- 0.01 0.00 25.9 ---- 0.03 0.00 31.3 6 6 6.00 L -------- ---- ---- 18.0 0.12 25.9 ---- 31.9 0.35 31.3 150 7 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 24.1 5 0.04 1.73 29.2 7 7 2.00 2R ---- 2.0 -5 5 13.0 0.12 24.1 5 26.9 0.47 29.2 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.03 2.60 21.3 ---- 0.12 2.60 26.1 8 8 2.00 ---- 8.0 ---- ---- 13.0 0.06 21.3 ---- 26.9 0.23 26.1 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.03 0.87 20.4 ---- 0.12 0.87 25.0 9 9 14.00 2E2L2R ---- 10.0 ---- ---- 13.0 0.98 20.4 ---- 26.9 3.76 25.0 150 10 1.101 18.0 ---- 10.0 ---- ---- 0.03 0.00 19.4 ---- 0.12 0.00 21.2 10 10 26.50 2E2B3R ---- 10.0 ---- ---- 7.1 0.41 19.4 ---- 14.6 1.58 21.2 150 21 1.101 15.0 ---- 10.0 ---- ---- 0.01 0.00 19.0 ---- 0.04 0.00 19.7 11 10 3.80 B ---- 10.0 ---- ---- 5.9 0.06 19.4 -----12.3 0.24 21.2 150 11 1.101 5.0 ---- 10.0 ---- ---- 0.01 0.00 19.4 ---- 0.03 0.00 21.0 12 11 10.00 L ---- 10.0 ---- ---- 5.9 0.12 19.4 ---- 12.3 0.47 21.0 150 12 1.101 7.0 ---- 20.0 ---- ---- 0.01 4.33 14.9 ---- 0.03 4.33 16.2 13 12 1.20 L ---- 20.0 ---- ---- 5.9 0.06 14.9 ---- 12.3 0.23 16.2 150 13 1.101 7.0 ---- 20.0 -0.01 0.00 14.9 ---- 0.03 0.00 16.0 14 13 22.50 2ELB4R ---- 20.0 ---- ---- 5.9 0.29 14.9 ---- 12.3 1.11 16.0 150 14 1.101 18.0 ---- 20.0 ---- ---- 0.01 0.00 14.6 ---- 0.03 0.00 14.9 15 14 6.80 LR ---- 20.0 ---- ---- 5.9 0.11 14.6 ---- 12.3 0.41 14.9 150 15 1.101 8.0 ---- 20.0 ---- ---- 0.01 0.00 14.5 ---- 0.03 0.00 14.5 16 15 2.20 B ---- 20.0 ---- ---- 0.0 0.00 14.5 ---- 13.9 0.25 14.5 150 16 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 14.5 ---- 0.03 0.00 14.2 DATE: 2/18/2016 S:\P Drive\9307 Tamaack Beach @ Carlsbad\Fire Sprinklers\Calcs\House 3 17 16 10.00 L ---- 20.0 ---- ---- 0.0 0.00 14.5 ---- 13.9 0.59 14.2 150 17 1.101 7.0 ---- 30.0 ---- ---- 0.00 4.33 10.1 ---- 0.03 4.33 9.3 2L ---- 30.0 --------- 0.0 0.00 10.1 ---- 13.9 0.61 9.3 14.0 ---- 30.0 4.71 ---- 0.00 0.00 10.1 13.9 0.03 0.00 8.7 20.0 ---- ---- 5.9 0.01 14.5 ---- -1.6 0.00 14.5 0.0 ---- 20.0 ---- ---- 0.01 0.00 14.5 ---- 0.00 0.00 14.5 B ---- 20.0 ---- ---- -7.1 0.06 14.5 ---- -14.6 0.23 14.5 5.0 ---- 20.0 ---- ---- - 0.01 0.00 14.5 ---- -0.04 0.00 14.7 L ---- 20.0 ---- ---- -7.1 0.17 14.5 ---- -14.6 0.65 14.7 7.0 ---- 10.0 ---- ---- - 0.01 4.33 19.0 -----0.04 4.33 19.7 2L ---- 20.0 ---- ---- 13.0 0.69 14.5 ---- 13.0 0.69 14.5 14.0 ---- 20.0 ---- ---- 0.03 0.00 13.8 ---- 0.03 0.00 13.8 B ---- 20.0 ---- ---- 13.0 0.18 13.8 ---- 13.0 0.18 13.8 5.0 ---- 20.0 ---- ---- 0.03 0.00 13.6 ---- 0.03 0.00 13.6 B ---- 20.0 ---- ---- 0.0 0.00 13.6 ---- 0.0 0.00 13.6 5.0 ---- 20.0 ---- ---- 0.00 0.00 13.6 ---- 0.00 0.00 13.6 2L ---- 20.0 ---- ---- 13.0 0.55 13.6 ---- 13.0 0.55 13.6 14.0 ---- 20.0 ---- ---- 0.03 0.00 13.0 ---- 0.03 0.00 13.0 L ---- 20.0 ---- ---- 13.0 0.52 13.0 ---- 13.0 0.52 13.0 7.0 ---- 30.0 ---- ---- 0.03 4.33 8.2 ---- 0.03 4.33 8.2 2L ---- 30.0 ---- ---- 13.0 0.57 8.2 ---- 13.0 0.57 8.2 14.0 ---- 30.0 4.71 13.0 0.03 0.00 7.6 13.0 0.03 0.00 7.6 18 17 3.70 150 18 1.101 19 15 1.30 150 19 1.101 20 19 1.10 150 20 1.101 21 20 10.00 150 21 1.101 22 19 8.40 150 22 1.101 23 22 1.00 150 23 1.101 24 23 1.00 150 24 1.101 25 23 3.80 150 25 1.101 26 25 10.00 150 26 1.101 27 26 4.50 150 27 1.101 Node Notes Pipe Notes Legend: P - Pipe 4 DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach @ Ca r f Sprinklers\Calcs\House 3 The maximum velocity of water flow occurs in pipe 1 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 13.16 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Coupig SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.5 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.07 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 53.9 psi and a 7 minute flow of 223 gal. and a 10 minute flow of 318.7 gallons. The minimum pressure at any node is 7.6 psi at node 27. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 81.7 psi and a 7 minute flow of 301 gal. and a 10 minute flow of 430.0 gallons. The minimum pressure at any node is 15.9 psi at node 27. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 DATE: 2/18/2016 S:\P Drive\9307 Tamaack Eeach @ Carlsbad\Fire Sprinklers\Calcs\House 3 WATER SUPPLY CURVE 81.0 A P 72.0 R E 63.0 S S 54.0 D U R 45.0 El OB 36.0 P 27.0 S I 18.0 IM 0.0 , 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 81.8 psi, Residual = 20.0 psi 8 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 81.8 psi 8 18.0 gpm 81.8 psi @ 31.9 gpm B = Required Water Supply D = Required Water Supply 40.2 psi 8 18.0 gpm 53.9 psi 8 31.9 gpm DATE: 2/18/2016 S:\P Drive\9307 Tamarack Beach '@ Cai1sbad\Fire Sprinklers\calcs\House -1 L41 -1 Bulletin 006 Rev. I Model RFC30 (SIN RA0611) Model RFC43 (SIN RA061 2) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers A Residential Flat Concealed Sprinkler engineered fora minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½' (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally ,contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Plain Cover Plate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The AFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2 /8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2' (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice I Temp Rating Temp. Rating Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) OF °C OF °C OF °C RFC 30 1/2 (15) "/,(8,2) 165 74 (RA0611) 135 57 100 38 3.0 (43.2) 175 (12) RFC 43 ½'(15) /.(10) 165 74 (RA061 2) 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) /6 (15) '/16(11) 165 74 135 57 100 38 4.9(70.6) 175(12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing - (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3.6) 9(34,1) 9.0 (0,62) Smooth Ceilings ½ to 1(13 to 25.4) Beamed ceilings per NFFA 130, 13R or concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10 (37,8) 11.0 (0,76) 13 installed in beams ½ to 1(13 to 25.4) For ceiling types refer to NFPA 1, 13R or 13D 2. RFC 43 I Ordinary Temp. Rating Max. Coverage Max. Spacing I (165-17174-C)Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling . Inch (mm) Type .... Spacing Ft (m) Flow Pressure GPM (11mm) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings 1/2 to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16 (4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams ½ to 1(13 to 25.4) 18 x 18 (5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20 x 20(6,1 x 6,1) 20(6,1) 21(79) 23,8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Max. Coverage Ordinary Temp. Rating Top of Deflector Minimum area Max. Spacing (165°F174°C) to Ceiling Installation Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Type Ft (m) GPM (11mm)' PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(413) 13(49) 7,0 (0,48) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0(0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) '18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12,0(0,83) 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. 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 opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 5A6" /8" and /16" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (57C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a 1/2' cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty -specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: 1 Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishest1 Standard Finishes Chrome White Paint Special Application Finishes21 Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x i/f REDUCING TEE OR ELBOW 41— _E---H - IJ 11 IlL ) (66.55mm] [.58.42..]8.42mm] D E HOLE IN CEILINGI4 2 CUP f [50.8mm] MA FACE OF FITTiNG [12.70mm] MAX. TO FACE OF CEILING COVER ADJUSTMENT DIMENSION 1/2' [12.7Omm]' TO DROPPED DEFLECTOR . L 1 (25.4mm) TO CEILING* CEiLING - [4.96mm] FLAT COVER PLAlEJ (84.21mm] D ASSEMBLY / COVER PLATE: 1/2" [12.7mm] ADJUSTMENT oo',3o1c The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co. Inc. Recycled (800)431-1588 Sales Offices Paper Il e 101031; fJ (800) 848-6051 Sales Fax Revision lines indicate undated or new data (914) 829-2042 Corporate Offices www.reliablesprinkier.com Internet Address PG. Printed in U.S.A. 11/14 P/N 9999970261 C® US SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE This Model V27 residential sprinkler is designed to meet the requirements of NFPA 13, 13D and 13R for residential use in a variety of room sizes, depending upon available operating pressure and room configuration. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various finishes to meet many design requirements. C PENDENT (V2740) SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: Residential spray coverage up to 20 feet x 20 feet/6.1 m x 6.1 m room sizes per NFPA. TECHNICAL SPECIFICATIONS: Model: V2740 Style: Pendent and Recessed Pendent Nominal Orifice Size: 7/&"!l2mm K-Factor: 4.9 Imp./7.1 SI!' for room sizes up to 20/6.1 m Nominal Thread Size: ½" NPT/15mm Max. Working Pressure: 175 psi/1200kPa Factory Hydrostatic Test: 100% © 500 psi! 3450 kPa Mm. Operating Pressure: 7psi!48kPa Temperature Rating: See chart on page 3 MATERIAL SPECIFICATIONS Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS 065100 Seal: Teflon* tape Frame: Die cast brass 65-30 ACCESSORIES Installation Wrench: Open End: V27 Recessed: V27-1 Sprinkler Finishes: Plain brass Chrome plated White painted** Custom painted** For escutcheons, cabinets and other accessories refer to separate sheet. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. *Teflon is a registered trademark of Dupont Co. **UL Listed for corrosion resistance in all configurations. NOTE: Weather resistant recessed escutcheon available upon request. Exaggerated for clarity JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para Location Date Approved Date www.victaulic.com vicrAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV X/11~t_auhd 40.471 FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.47 sf27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE APPROVALS/LISTINGS sr r V2740 12 Quick 7.1 Pendent '' 175 68,79 V2740 uic Q k Recessed Pendent 155,175 12 7.1 Up to ½" Adjustment 68,79 V2740 4.9 Quick Recessed Pendent 155,175 12 7.1 Up to 3W Adjustment # 68,79 t Listings and approval as of printing. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0 For 12'x 12 to 20'x 20' rooms # For 12'x 12' to 18' x 18' rooms RATINGS All glass bulbs are rated for temperatures from —67F/-55°C to those shown in table below. Ordinary C 155 100 Red 68 38 175 150 Intermediate E Yellow 79 65 ORDERING INFORMATION Please specify the following when ordering: www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.472 REV-.E FIRE PROTECTION PRODUCTS -AUTOMATIC SPRINKLERS 40.47 WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that O supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection Association pamphlet that describes care and maintenance of sprinkler 0 systems. In addition, the authority having jurisdiction may have addi- tional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. 1271, K.49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE WARNING AVAILABLE WRENCHES Sprinkler Type V2740 Pendent V27 V27-2 V2740 Recessed Pendent - V27-2 www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. XAI~t _au I i REV 4O473 4 FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 V27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE DIMENSIONS Standard Pendent - V2740 2W! 60 mm 1WI 41 mm Maximum Recess - ½" Adjustment Recessed - V2740 (drawing not to scale) 2W/60 mm Max. 1 Hole 1 Min, Hole I N67 7 mm ' Tff'::::::: 30 mm Typical Ceiling Tile 43 mm MAXIMUM RECESS 75 mm MAXIMUM EXTENSION Maximum Recess - 3/4" Adjustment Recessed - V2740 (drawing not to scale) 2W160 mm Max. Hole 27511 rn Min. Hole Fix"! 24 mm 1m Typical Ceiling Tile 43 mm Finished Surface 1W! 37 mm L 24 mm Typical Ceiling Tile Finished Surface MAXIMUM RECESS 231x"I 75 mm MAXIMUM EXTENSION www.victaulic.com \/(tauIic." VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.47_4 REV ....E FF PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE ROOM SIZE Victaulic V2740, 4.9 K-Factor Pendent Sprinkler For Ceiling types refer to NFPA 13, 13R or 13D 2013 Editions if 12X12 13 70 13 7,0 3.7 X 3.7 49.2 0.48 49.2 0.48 14X14 13 7.0 13 7.0 4.3 X 4.3 49.2 0.48 49.2 0.48 3/ recessed Escutcheon° 8.0 1 '/16 t04 inch ornonrecessed 24 49X49 492 048 492 048 per NFPA 13,13R 18 X 18 17 12 17 12 . or 13D 5.5X5.564.3 0.83 , 64.3 0.83 20X20 20 16.7 ' 20 . 16.7 1 6.1X6.1 75.7 1.15 75.7 1.15 For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. For NFPA 13 residential applications, the greater of O.lgpm/ft2 over the design area of the flow in accordance with the criteria in the table must be used. For 20 x 20 Coverage Area- ½" Maximum Recess www.victaulic.com \4't.aUIIC VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV 4O475 I FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.47 V27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE NOMINAL WETTING PATTERNS Model V2740 K4.9 residential pendent and recessed pendent (3/4 ) 13 GPM/49.2 LPM - 16'x 16/4.9 x 4.9m coverage area Model V2740 K4.9 residential pendent and recessed pendent (1/4') 17 GPM/64.3 LPM - 18 x 18/5.5 x 5.5m coverage area See notes on next page. www.victaulic.com \jltauIic vicTAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 2013 VICTAULIc COMPANY. ALL RIGHTS RESERVED. 40.476 REV ..E I FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE NOMINAL WETTING PATTERNS Model V2740 K4.9 residential pendent and recessed pendent (½') 20 GPM/75.7 LPM - 20 x 20/6.1 x 6.1 m coverage area NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV .E XX C _ta U —h I C: r 40.477 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. For complete contact information, visit www.victaulic.com 40.47 4525 REV E UPDATED 04/2013 VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. x Aic—t a —U1 i C 40.47 Lfl Lfl 0 0 '—I 1/) 20 > I U Lfl N Plain Cover Plate Bulletin 006 Rev. I Model RFC30 (SIN RA0611)00 Model RFC43 (SIN RA0612) Model RFC49 (SIN RA061 6) Residential Flat Concealed ........ Sprinklers Listings & Approval 1. Listed by Underwriters Laboratories, anc certified by UL for Canada (cULus) z UL Listing Categories Residential Automatic Sprinklers cr UL Guide Number VKKW I U A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforatec' with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-Onlfhrea Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plate or painted finishes. Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY, MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to '/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) r_0F 0 °F 0 °F 0 RFC 30 (RAO611) 1/2"(15) 21/ (8,2) 165 74 135 57 100 38 3.0 (43.2) 175 (12) RFC 43 ½" (15) /.(10) 165 74 (RA0612) 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) ½" (15) /€(11) 165 74 135 57 100 38 4.9 (70.6) 175(12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) Flow Pressure to Ceiling Inch (mm) Type Spacing Ft (m) GPM (Limin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth ceilings ½ to 1(13 to 25.4) Beamed ceilings per NFPA 130, 13R or concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams ½ to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC43 Max. Coverage area Max. Spacing Ordinary Temp. Rating __________ _________ (1165-17174-C)(1165-17174-C)Installation 174°C) Top of Deflector to Ceiling Minimum Spacing Flow Pressure FtxFt(mxm) Ft (m) Inch (mm) Type Ft (m) GPM (Lfmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5(1,21) 20 x 20(6,1 x 6,1) 20(6,1) 21(79) 23.8 (1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 JOrdinary Temp. Rating - Max. Coverage Max. Spacing (165°F/74°C) Top of Deflector Installation Minimum area Ft (m) to Ceiling Type Spacing Flow Pressure Ft x Ft (m x m) GPM (11mm) PSI (bar) Inch (mm) Ft (m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0(0,48) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams ½ to 1(13 to 25.4) 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12.0(0,83) 20 x 20(6,1 x 6,1) 20(6,1) 20(75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. 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 opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread, Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 5A5" 3/8" and /16" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (571C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes1t Standard Finishes Chrome White Paint. Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White Satin Chrome (11 Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x 1/2 REDUCING TEE OR ELBOW HOLE IN CEILING:4 (58.42mm] DL4 CUP 2 (50.8mm] MAX. FACE OF FITTING ' [12.70mm] M4X. TO FACE OF CEILING COVER ADJUSTMENT DIMENSION CEILING [25.4mm] MAX. DROPPED DEFLECTOR ___ TO CEILING, H CEILING [4.96mm]] FLAT COVER PLATE - (84.21mm] 014 - ASSEMBLY COVER PLATE: 1/2" [12. 7mm] ADJUSTMENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. fl (800)431-1588 Sales Offices . (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 11/14 P/N 9999970261 c®us SEE VICTAULIC PUBLICATION 10.01 FOR DETAILS TECHNICAL SPECIFICATIONS: Exaggerated for clarity Residential Pendent and Recessed Pendent . . V2740 QUICK RESPONSE { This Model V27 residential sprinkler is designed to meet the requirements of NFPA 13, 13D and 13R for residential use in a variety of room sizes, depending upon available operating pressure and room configuration. The design incorporates state-of-the-art, heat responsive, frangible glass bulb design (quick response) for prompt, precise operation. The die cast frame is more streamlined and attractive than traditional sand cast frames. It is cast with a hex-shaped wrench boss to allow easy tightening from many angles, reducing assembly effort. This sprinkler is available in various finishes to meet many design requirements. PENDENT (V2740) SPRINKLER OPERATION: The operating mechanism is a frangible glass bulb which contains a heat responsive liquid. During a fire, the ambient temperature rises causing the liquid in the bulb to expand. When the ambient temperature reaches the rated temperature of the sprinkler, the bulb shatters. As a result, the waterway is cleared of all sealing parts and water is discharged towards the deflector. The deflector is designed to distribute the water in a pattern that is most effective in controlling the fire. COVERAGE: Residential spray coverage up to 20 feet x 20 feet/6.1 m x 6.1 m room sizes per NFPA. Model: V2740 Style: Pendent and Recessed Pendent Nominal Orifice Size: /16"/12mm K-Factor: 4.9 Imp./7.1 S.l.A for room sizes up to 20/6.1 m Nominal Thread Size: ½" NPT/15mm Max. Working Pressure: 175 psi/1200kPa Factory Hydrostatic Test: 100% @ 500 psi! 3450 kPa Mm. Operating Pressure: 7p5i/48kPa Temperature Rating: See chart on page 3 MATERIAL SPECIFICATIONS Pendent Deflector: Bronze per UNS C51000 Bulb: Glass with glycerin solution Bulb Nominal Diameter: Quick Response: 3.0 mm Load Screw: Bronze per UNS C65100 Pip Cap: Bronze per UNS C65100 Seal: Teflon* tape Frame: Die cast brass 65-30 ACCESSORIES Installation Wrench: Open End: V27 Recessed: V27-1 Sprinkler Finishes: Plain brass Chrome plated White painted** Custom painted** For escutcheons, cabinets and other accessories refer to separate sheet. A For K-Factor when pressure is measured in Bar, multiply S.I. units by 10.0. *Teflon is a registered trademark of Dupont Co. **UL Listed for corrosion resistance in all configurations. NOTE: Weather resistant recessed escutcheon available upon request. JOB/OWNER CONTRACTOR ENGINEER System No. Submitted By Spec Sect Para__________ Location Date Approved Date www.victaulic.com VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 0 2013 VIcTAuLIC COMPANY. ALL RIGHTS RESERVED. REVE X, A C —ta U _h d 40.471 FIRE PROTECTION PRODUCTS—AUTOMATIC SPRINKLERS 40.47 V27, K4.u9 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE APPROVALS/LISTINGS I V2740 Y16 7.1 4.9 Quick Pendent 1, 795 716 V2740 49 Recessed Pendent Quick 155,175 12 71 Up to ½' Adjustment 68,79 V2740 Quic k Recessed Pendent 155,175 12 71 Up to 3/4" Adjustment # 68.79 * Listings and approval as of printing. A For K-Factor when pressure is measured in Bar, multiply S.I. Units by 10.0 C For 12'x 12 to 20'x 20' rooms # For 12' x 12' to 18' x 18' roortis RATINGS All glass bulbs are rated for temperatures from —67°FI-55°C to those shown in table below. Temperature Victaulic Sprinkler Temperature Part Nominal Temperature Maximum Ambient Classification Identification Rating Temperature Allowed Glass Bulb Color 155 100 Ordinary C Red 68 38 175 150 Intermediate F Yellow 79 65 ORDERING INFORMATION Please specify the following when ordering: www.victaulic.com VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. X, Ac -ta _U, -1 d 40.47 .2 . REV ...E N FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 V27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE WARNING WARNING Always read and understand installation, care, and maintenance instructions, supplied with each box of sprinklers, before proceeding with installation of any sprinklers. Always wear safety glasses and foot protection. Depressurize and drain the piping system before attempting to install, remove, or adjust any Victaulic piping products. Installation rules, especially those governing obstruction, must be strictly followed. Painting, plating, or any re-coating of sprinklers (other than that O supplied by Victaulic) is not allowed. Failure to follow these instructions could result in serious personal injury and/or property damage. The owner is responsible for maintaining the fire protection system and devices in proper operating condition. For minimum maintenance and inspection requirements, refer to the current National Fire Protection O Association pamphlet that describes care and maintenance of sprinkler systems. In addition, the authority having jurisdiction may have addi- tional maintenance, testing, and inspection requirements that must be followed. If you need additional copies of this publication, or if you have any questions about the safe installation of this product, contact Victaulic World Headquarters: P.O. Box 31, Easton, Pennsylvania 18044-0031 USA, Telephone: 001-610-559-3300. AVAILABLE WRENCHES Sprinkler Type Open End Recessed V2740 Pendent V27 V27-2 V2740 Recessed Pendent - V27-2 www.victaulic.com \tauIjc VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. a 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV .,E 40A73 FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 I, Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE DIMENSIONS Standard Pendent - V2740 2W! 60 mm 1307 41 mm 1W7 30 mm Maximum Recess - ½ Adjustment Recessed - V2740 (drawing not to scale) 2W/60 mm Max. Hole n/cs Min. Hole i I r IW/ 1 Typical Ceiling Tile 30m Typical Ceiling Tile V7l,,,,hed iRlo? rface 30 mm Finished Surface 43 mm —T I MAXIMUM RECESS 75 mm MAXIMUM EXTENSION Maximum Recess - 3/4 Adjustment Recessed - V2740 (drawing not to scale) 2W/hO mm Max. Hole 2751 mm n HoeH Min. ow! _________ ____________________ 24 mm 18 mm Typical Ceiling Ole 37 mm ________ _________ ___________________ ________________ Typical Ceiling Tile ________ _________________ iRlo / iSo? 43 mm Finished Surface 24 mm Finished Surface I MAXIMUM RECESS 2°3io'/ 75 mm MAXIMUM EXTENSION www.victauliccom Ata—udlic VICTAULIC IS A REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.47.4 REVE FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.47 V27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE ROOM SIZE Victaulic V2740, 4.9 K-Factor Pendent Sprinkler For Ceiling types refer to NFPA 13, 13R or 13D 2013 Editions i 12 12 ii 70 575(57 4Q nAR 4Q 048 14X14 13 7.0 13 70 4.3 X 43 492 048 492 048 1/4"recessed 16 X 16 13 70 13 70 Escutcheon( 8.0 49 X 4.9 49.2 048 492 048 1 5(16 to 4 inch or non-recessed.24 18X18 17 12 17 12 or 13D 5.5X55 643 083 643 083 20X20 20 167 20 167 61 X61 75.7 115 757 1.15 For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. For NFPA 13 residential applications, the greater of 0.lgpm/ft2 over the design area of the flow in accordance with the criteria in the table must be used. For 20 x 20 Coverage Area- ½ Maximum Recess www.victauIiccom vlcrAuuc IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. xzc_t;~.0 -1i C~ REVE 40.475 FIRE PROTECTION PRODUCTS - AUTOMATIC SPRINKLERS 40.47 \127, KL' Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE NOMINAL WETTING PATTERNS Model V2740 K4.9 residential pendent and recessed pendent (1/4 ) 13 GPM/49.2 LPM - 16'x 16/4.9 x 4.9m coverage area Model V2740 K4.9 residential pendent and recessed pendent (3K) 17 GPM/64.3 LPM - 18 x 18/5.5 x 5.5m coverage area See notes on next page. www.victaulic.com taulid VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. O 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. 40.476 REV FIRE PROTECTION PRODUCTS AUTOMATIC SPRINKLERS 40.47 V27, K49 Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE NOMINAL WETTING PATTERNS Model V2740 K4.9 residential pendent and recessed pendent (½) 20 GPM/75.7 LPM - 20' x 20/6.1 x 6.1 m coverage area NOTES: 1 Data shown is approximate and can vary due to differences in installation. 2 These graphs illustrate approximate trajectories, floor-wetting, and wall-wetting patterns for these specific Victaulic FireLock automatic sprinklers. They are provided as information for guidance in avoiding obstructions to sprinklers and should not be used as minimum sprinkler spacing rules for installation. Refer to the appropriate NFPA National Fire Code or the authority having jurisdiction for specific information regarding obstructions, spacing limitations and area of coverage requirements. Failure to follow these guidelines could adversely affect the perfor- mance of the sprinkler and will void all Listings, Approvals and Warranties. 3 All patterns are symmetrical to the centerline of the waterway. www.victaulic.com viclAuLic IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. © 2013 VICTAULIC COMPANY. ALL RIGHTS RESERVED. REV.E \/(ctauIj 40.477 C) ? Residential Pendent and Recessed Pendent V2740 QUICK RESPONSE WARRANTY Refer to the Warranty section of the current Price List or contact Victaulic for details. NOTE This product shall be manufactured by Victaulic or to Victaulic specifications. All products to be installed in accordance with current Victaulic installation/assembly instructions. Victaulic reserves the right to change product specifications, designs and standard equipment without notice and without incurring obligations. rl- For complete contact information, visit www.victaulic.com jf 40.47 4525 REV E UPDATED 0412013 VICTAULIC IS REGISTERED TRADEMARK OF VICTAULIC COMPANY. 02013 vICTAuLIC COMPANY. ALL RIGHTS RESERVED. 40.47