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HomeMy WebLinkAbout2503 STATE ST; ; AS150108; Permit2/l/24,1:39 PM AS150108 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2503 STATE ST Permit Type: SPRINK Parcel No: 2030543447 Lot #: 0 Reference No.: Permit No: A5150108 Status: ISSUED Applied 4/17/2015 Approved: 4/23/2015 Issued: 4/23/2015 PC #: Inspector: Project Title: 2505 STATE ST MODEL B2B_348 SF 1ST FL COMM/ 1819 SF LIV! 450 SF GAR Applicant: Owner: RESIDENTIAL FIRE SYSTEMS, INC. 2871 E. VIA MARTENS ANAHEIM, CA 714-666-8450 Fees ($) Add'I Fees ($) Total ($) Balance ($) '350 0 350 0 about:blank 1/1 SEAGROVE PROJECT STATE STREET TOWNHOMES RESIDENTIAL FIRE SYSTEMS ST# STREET AS# 2503 STATE ST A5150108 2505 STATE ST A5150109 2507 STATE ST AS150110 2509 STATE ST AS150111 2511 STATE ST A5150112 2513 STATE ST A5150113 2515 STATE ST A5150114 2517 STATE ST A5150115 SEE PERM ITAS1,50108 2503 STATE. ST FOR CALCS THERE ARE NO PLANS ASSOCIATED WITH THESE PERMITS City. of Carlsbad 04-2372015: Fire Department Permit Job Address: 2503 STATE ST CBAD Permit Type: SPRINK Subtype: RES Parcel No: 2030543447 Lot #: 0 Fire Dept Rep: AS150108 Building Permit: CB143508 Location: FIRE . Permit Na- AS15 I . FILEtus: APPROVED Applied: 04/17/2015 Issued: Entered By: CDW Project Title; 2505 STATE ST Description:• MODEL B213_348 SF 1ST FL COMM/ 1819 SF LIV! 450 SF Contractor: RESIDENTIAL FIRE SYSTEMS, INC. Phone: 714-666-8450 Fax: 2871 E. VIA MARTENS ANAHEIM, CA 92806 Total Fees: $350.00 Total Payments To Date: $0.00 - -' # of Systems # of Additional Risers or Floors 0 Plan Check Fee $0.00 Additional Plan Check Fee . $0.00 # of. Heads 0 $000 Permit Fee $0.00 Additional Permit Fee $70.00 Re-Inspection Fee 4 $280.00 ByPass Meter Fee $Q,00 ByPass Addtl Meter Fee $0.00 Other. $0.00 Additional Fes . . $0.00 TOTAL PERMIT FEES $350.00 NOTICE Please take NOTICE that approval of your project includes the Imposition of fees dedications reservations or other exactions hereafter collectively referred to as feesIexactlons." You have 90 days from the date this permit was issued to protest Imposition of these fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(8), and file the protest and any other, required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition. Carl'badTI i14iI! Plan Review Requirements category: SPRINK RES nv F I ur Y Date QfRoport: 0423-2015 Reviewed by: Name: RESIDENTIAL FIRE SYSTEMS, INC, Address: 2871 L VIA MARTENS- ANAHEIM ` CA 92806 Perrnit#: AS150108 Job Num 2505 STATE ST Job Address: 2503 STATE ST CBAD Please review carefully all comments attacied. Conditions: CITY. OF CARLSBAD FIRE DEPARTMENT APPROVED: THIS PROJECT HAS BEEN REVIEWED AND APPROVE FOR THE PURPOSES OF ISSUANCE OF BUILDING PERMIT, THIS APPROVAL IS SUBJECT TO FIELD INSPECTION AND REQUIRED TEST, NOTATIONS HER.EON, CONPITIONS IN CORRESPONDENCE AND CONFORMANCE WITH ALL APPLICABLE REGULATIONS. THIS APPROVAL SHALL NOT BE FIELD TO PERMIT OR APPROVE THE VIOLATION OF ANY LAW. Entry; O4/3/2015 By: OR...Action; AP Zip '17107 Exp. Date: _____________ Do No No: /'7rr'1 Date: 4- Z/'r 2 21 014 ARLAD FIRE DEPARTMENT CARLSBAD PREVENTION DIVISION 11R2 DEPARTMENT 1635 FARADAY AVENUE CARLSBAD CA 92008 760-6024665 8 WA) 1os ,jJ.iL44- Construction Permit Application Form Name of Project: Address of job site: 1-0-3 STATEST Suites Building Permit No: CB—° or Project I.D.:__________________________________________ Contractor information Company Name _5111?2Ij7? #—f) Address TO E 1f29- Cit Phone:1f4 - ( (p rc's-' Fax:_______ Contractor License Class and Number C-(,. F7 you currently have a business license on file with the City Name: Signatur Submit plans and completed permit application to: ,• I CARLSBAD FIRE PREVENTION 1635 FARADAY AVENUE CARLSBAD, CA 92008-7314 (760) 602-4665 Fax: (760) 602-8561 firemaiUcarlsbadca.gov Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PST FRI 8:00 a.m. - 5:00 p.m. PSI lSo- 2J i1- &&..k- +. To Schedule an Inspection: For inspections ONLY, please call (760) 602-4660, a minimum of twodaysinadvance. Calls will be returned by the end of the next business day. Inspection Hours are: 6:36 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 I 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 760-602-4665, by FAX to 760-602-8561 or e-mail us at: firemail@carlsbadca.gov Revised 9/3/2014 christina Wilson j:rom: Robert Araiza <RobertA@resfire.com> Sent: Wednesday, April 08, 2015 2:53 PM To: Christina Wilson Cc: Gregory Ryan; Gabriel Velasco Subject: RE: Need application filled out along with other inf' m t' n E COPY Attachments: Model Phase 1 and BO Permits State Street Units 40-47.pdf; Permit Application.pdf Good Afternoon Christina, Attached you will find the application along with the Building Permit numbers with their corresponding addresses. Please feel free to let me know if you need any additional information. Thank you for.your time. Best Regards, Robert Araiza - Designer - Engineering Department RobeftA@resfi,.cOm (800) 635-1656 • www.resfire.com RESIDENTIAL FIRE SYSTEMS INC. From: Christina Wilson [mailto:Christina.Wilson@carlsbadca.gov] Sent: Wednesday, April 08, 2015 1:18 PM To: Robert Araiza Cc: Gregory Ryan; Gabriel Velasco Subject: RE: Need application filled Out along with other information Robert, My mistake, the application form is attached. You only need to fill out one application form. But, please send a separate sheet of addresses and Carlsbad Building permit numbers. With this information, we can then issue the automatic sprinkler permits. We will call you when the plans are approved with the amount due and the date that the plans can be picked up. Much appreciated, Chris (city of Carlsbad Christina Wilson Fire Prevention Secretary City of Carlsbad 1635 Faraday Ave. Carlsbad, CA 92008-7314 www.carlsbadca.gov P 760-602-4665 phone I F 760-602-8561 Planning Technpin II Planning Divi6n City of ccl 1635 Far day Ave. =rllsbadca.gov CA92008 / P/760-602-4675 - 760-602-8558 gina.ruizccarlsbadca.gov 57 C—.- I - F I ilk (7) ALE CO PY c --- ( I- 3.- '4 c ct- / (' ) 3c' (5) (Lit & SEAGROVE PROJECT STATE STREET TOWN HOMES RESIDENTIALFIRE SYSTEMS FILE. COPY NO. ST. NAME MODEL PHASE BLDG CB# AS# COST 2503 STATE ST B213 CB143508 AS150108 2505 STATE ST BI CB143509 AS150109 $-21O00' 2507 STATE ST Bi CB150799 AS150110 2509 STATE ST Bi CB150800 AS150111 i00O. 2511 STATE ST. B1 PHASE 1 CB143521 A5150112 2513 STATE ST B]. PHASE 1 CB143522 A5150113 2515 STATE ST Bi PHASE 1 CB143523 A5150114 $21" 2517 STAlEST 132B PHASE 1 C13143524 A5150115 -2T00O TOTAL: $68O0O RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE A ].HD CALC 20X20 @ MECHANICAL Date: 3/4/2015 File No: 8169 Data File Name: 1HD MECHANICAL.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) K4.90 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 0.874 in. Arm-Over: K=4.67 (In cl . 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 90.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Flowing Flow (psi) 1 20.0 18.0 1 20.0 18.0 Node Total Avail. Req'd No. Flow Press. Press. 15 25.0 90.0 59.2 15 25.0 90.0 59.2 REVIEWING AUTHORITY. Ventura County Fire Dept. These plan, havc hcini reviewed for .Inpaniu coui1pIi• Mill 1hi currc.nl applicable cntict ziiid Lli:tldrds in fowc in tilt. jurisdiclioll. 1li 0w0t1 or CoHlraclor illnv III iii'.t liiis r,.'ies' in .tIft;)t1i I ol nit appiicaiioii or a buui(iiiut! pt.rilili %%lill Ille eqvos tiiidtiSi.iii(hl fl! 111,11 ihi% review M no way rchit.ves ihe owner or coniracitir or their prtui.iiin,d engineer iii architect for sole rcpiinsihiiuv for till Ciiiflphiaiice wiih .aid code-,; and siaiidards. itiehlidlitt! the htiihdiiig code or ilir !lily respoiiihuIiv iir kiiikncie....rrors. I1I1iist.ioiis or negi igeutce in ihtee plaits whether or nou noted in this review. Date: frReviewer: REC()MMENI) API'R('VAI. U ii-c )iNihNi) Ai'hR )VAI.. AS NOTED RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 1 sprinklers flowing FIXD * * # END LEN FIT. LOSS EL SF *DISCH FLOW PF PT *DISCH FLOW PF PT (WC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT FE (PSI)*(GPM) FL/FT FE (PSI) 1 1 18.00 BG ---- -3.0 SRCE 25.0 4.03 59.2 ---- 25.0 4.03 59.2 .50 2 0.995 6.0 ---- ---- ---- ---- 0.17 0.43 54.7 ---- 0.17 0.43 54.7 -4.0 -2.0 ---- ---- 25.0 0.13 54.7 ---- 25.0 0.13 54.7 0.0 ---- ---- ---- ---- 0.13 .0.00 50.6 ---- 0.13 0.00 50.6 R -------- ---- ---- 25.0 0.03 50.6 ---- 25.0 0.03 50.6 1.0 -----2.0 -5 5 0.02 0.00 50.6 5 0.02 0.00 50.6 R -----2.0 -5 5 20.0 0.02 50.6 5 20.0 0.02 50.6 1.0 -------- ---- ---- 0.01 0.00 50.5 ---- 0.01 0.00 50.5 -7.0 -2.0 ---- ---- 20.0 0.08 50.5 ---- 20.0 0.08 50.5 0.0 ---- ---- ---- ---- 0.08 0.00 43.5 ---- 0.08 0.00 43.5 R ---- ---- ---- ---- 20.0 0.23 43.5 ---- 20.0 0.23 43.5 1.0 ---- ---- ---- ---- 0.01 0.00 43.2 ---- 0.01 0.00 43.2 LR ---- ---- ---- ---- 20.0 0.18 43.2 ---- 20.0 0.18 43.2 7.0 ---- 2.0 ---- ---- 0.01 1.73 41.3 ---- 0.01 1.73 41.3 RS ---- 2.0 ---- ---- 20.0 0.88 41.3 ---- 20.0 0.88 41.3 9.0 ---- 6.0 ---- ---- 0.07 1.73 38.7 ---- 0.07 1.73 38.7 R ---- 6.0 ---- ---- 20.0 0.34 38.7 ---- 20.0 0.34 38.7 1.0 ---- 10.0 ---- ---- 0.07 1.73 36.6 ---- 0.07 1.73 36.6 2 2 1.00 .50 3 1.055 3 3 1.00 .50 4 1.598 4 4 1.00 .50 5 1.598 5 5 1.00 .50 6 1.055 6 6 20.00 .50 7 1.598 7 7 5.00 .50 8 1.505 8 8 4.00 .50 9 1.101 9 9 4.00 .50 10 1.101 10 10 18.70 2E3LR ---- 10.0 ---- ---- 20.0 8.94 36.6 ---- 20.0 8.94 36.6 .50 11 0.874 24.0 ---- 10.0 ---- ---- 0.21 0.00 27.7 ---- 0.21 0.00 27.7 11 11 3.70 BR ---- 10.0 ---- ---- 12.2 0.65 27.7 ---- 12.2 0.65 27.7 .50 12 0.874 4.0 ---- 10.0 ---- ---- 0.08 0.00 27.0 ---- 0.08 0.00 27.0 12 12 10.00 L ---- 10.0 ---- ---- 12.2 1.43 27.0 ---- 12.2 1.43 27.0 .50 13 0.874 7.0 ---- 20.0 ---- - --- 0.08 4.33 21.3 ---- 0.08 4.33 21.3 13 13 6.80 LB ---- 20.0 ---- ---- 12.6 1.50 21.3 ---- 12.6 1.50 21.3 .50 14 0.874 10.0 ---- 20.0 ---- ---- 0.09 0.00 19.8 ---- 0.09 0.00 19.8 14 14 1.30 L ---- 20.0 ---- ---- 20.0 1.74 19.8 ---- 20.0 1.74 19.8 .50 15 0.874 7.0 ---- 20.0 4.71 20.0 0.21 0.00 18.0 20.0 0.21 0.00 18.0 15 14 15.60 2E2R ---- 20.0 ---- ---- -7.4 0.65 19.8 ---- -7.4 0.65 19.8 .50 16 0.874 4.0 ---- 20.0 ---- ---- - 0.03 0.00 20.4 ---- --0.03 0.00 20.4 16 16 4.20 LB ---- 20.0 ---- ---- 0.0 0.00 20.4 ---- 0.0 0.00 20.4 .50 17 0.874 10.0 ---- 20.0 ---- ---- 0.00 0.00 20.4 ---- 0.00 0.00 20.4 17 16 5.60 B ---- 20.0 ---- ---- -7.4 0.29 20.4 ---- -7.4 0.29 20.4 .50 18 0.874 3.0 ---- 20.0 ---- ---- - 0.03 0.00 20.7 -----0.03 0.00 20.7 18 18 2.50 ---- 20.0 0.0 0.00 20.7 ---- 0.0 0.00 20.7 .50 19 0.874 , 0.0 ---- 20.0 ---- ---- 0.00 0.00 20.7 ---- 0.00 0.00 20.7 19 18 9.20 LR ---- 20.0 ---- ---- -7.4 0.57 20.7 ---- -7.4 0.57 20.7 50 20 0.874 8.0 ---- 20.0. ---------0.03 0.00 21.3 ---- -0.03 0.00 21.3 I 20 20 1.30 B ---- 20.0 ---- ---- -7.8 0.16 21.3 ---- -7.8 0.16 21.3 .50 21 0.874 3.0 ---- 20.0 ---- ---- - 0.04 0.00 21.4 --- -0.04 0.00 21.4 21 20 22.00 4ELB3R ---- 20.0 ---- ---- 0.4 0.01 21.3 ---- 0.4 0.01 21.3 .50 13 0.874 17.0 ---- 20.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.3 22 21 10.00 L ---- 20.0 ---- ---- -7.8 0.62 21.4 ---- -7.8 0.62 21.4 .50 22 0.874 7.0 ---- 10.0 ---- ---- - 0.04 4.33 26.4 ---- -0.04 4.33 26.4 23 22 19.70 L2B3R ---- 10.0 ---- ---- -7.8 1.30 26.4 ---- -7.8 1.30 26.4 .50 11 0.874 16.0 ---- 10.0 ---- ---- - 0.04 0.00 27.7 ---- -0.04 0.00 27.7 Node Notes Pipe Notes 'egend: Pipe # )IA - Pipe Diameter QV. LN - Pipe Equivalent Length UMP - Pump Pressure P - K-Factor 'LOW - Flow Rate IF - Pressure Loss due to Friction IT - 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 Eli, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= The maximum velocity of water flow occurs in pipe 14 at 10.70 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 10 at 10.69 ft/s with 1 sprinklers flowing. IPE FITTINGS TABLE pipe Table Name: standard.npt AGE: C MATERIAL: CPVC HWC: 150 )iameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 Eli 90 Ell TeeBch TeeRun Couplg SwgChk GatViv 1.874 1.00 . 7.00 3.00 1.00 1.00 5.00 2.00 .101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 ..598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 X Y Z X Y Z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 'AGE:/K MATERIAL: Copper Tube-K HWC: 150 ameter Equivalent Fitting Lengths in Feet (in) E. L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatViv X I Z 1.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 AGE:L MATERIAL: Copper Tube-L HWC: 150 )iameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X I Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X I Z .505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 SAGE: M MATERIAL: Copper Tube-M HWC: 150 )iameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X I Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatViv X I Z .055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.11 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 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 59.2 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 18.0 psi at node 15. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 90.0 psi, Residual = 20.0 psi 8 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 90.0 psi 8 25.0 gpm 90.0 psi 8 25.0 gpm B = Required Water Supply D = Required Water Supply 59.2 psi 8 25.0 gpm 59.2 psi 8 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE A 2HD CALC 16X16 @ KITCHEN/LIVING Date: 3/4/2015 File No: 8169 Data File Name: 2HD LIVING ROOM.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 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 90.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spkir. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 17 18.0 90.0 38.8 2 13.0 7.6 17 31.9 89.9 61.2 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG -----3.0 SRCE 18.0 2.20 38.8 ---- 31.9 6.35 61.2 150 2 0.995 6.0 ---- ---- ---- ---- 0.09 0.43 36.1 ---- 0.26 0.43 54.4 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.07 36.1 ---- 31.9 0.20 54.4 150 3 1.055 0.0 ---- ---- ---- ---- 0.07 0.00 32.1 ---- 0.20 0.00 50.2 3 3 1.00 R ---- ---- ---- ---- 18.0 0.02 32.1 ---- 31.9 0.05 50.2 150 41.598 1.0 -----2.0 -5 5 0.01 0.00 32.1 5 0.03 0.00 50.1 4 4 1.00 R -----2.0 -5 5 13.0 0.01 32.1 5 26.9 0.04 50.1 150 5 1.598 1.0 -------- ---- ---- 0.00 0.00 32.0 ---- 0.02 0.00 50.1 5 5 1.00 -7.0 -2.0 ---- ---- 13.0 0.04 32.0 ---- 26.9 0.14 50.1 150 6 1.055 0.0 ---- ---- ---- ---- 0.04 0.00 25.0 ---- 0.14 0.00 42.9 6 6 20.00 R ---- ---- ---- ---- 13.0 0.10 25.0 ---- 26.9 0.40 42.9 150 7 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 24.9 ---- 0.02 0.00 42.5 7 7 5.00 LR ---- ---- ---- ---- 13.0 0.08 24.9 ---- 26.9 0.31 42.5 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 23.1 ---- 0.03 1.73 40.5 8 8 4.00 RS ---- 2.0 ---- ---- 13.0 0.40 23.1 ---- 26.9 1.53 40.5 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.03 1.73 21.0 ---- 0.12 1.73 37.2 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 21.0 ---- 26.9 0.59 37.2 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 19.1 ---- 0.12 1.73 34.9 10 10 18.70 2E3LR ---- 10.0 ---- ---- 13.0 4.03 19.1 ---- 26.9 15.47 34.9 150 11 0.874 24.0 ---- 10.0 ---- ---- 0.09 0.00 15.0 ---- 0.36 0.00 19.4 11 11 3.70 BR ---- 10.0 ---- ---- 7.8 0.28 15.0 ---- 16.0 1.06 19.4 150 12 0.874 4.0 ---- 10.0 ---- ---- 0.04 0.00 14.8 ---- 0.14 0.00 18.4 12 12 10.00 L ---- 10.0 ---- ---- 7.8 0.62 14.8 ---- 16.0 2.34 18.4 150 13 0.874 7.0 ---- 20.0 ---- ---- 0.04 4.33 9.8 ---- 0.14 4.33 11.7 13 13 6.80 LB ---- 20.0 ---- ---- 6.1 0.39 9.8 ---- 11.5 1.27 11.7 150 14 0.874 10.0 ---- 20.0 ---- ---- 0.02 0.00 9.4 ---- 0.08 0.00 10.4 14 14 1.30 L ---- 20.0 ---- ---- 0.0 0.00 9.4 ---- 0.0 0.00 10.4 150 15 0.874 7.0 ---- 20.0 ---- ---- 0.00 0.00 9.4 ---- 0.00 0.00 10.4 15 14 15.60 2E2R ---- 20.0 ---- ---- 6.1 0:45 9.4 ---- 11.5 1.48 10.4 150 16 0.874 4.0 ---- 20.0 ---- ---- 0.02 0.00 9.0 ---- 0.08 0.00 9.0 16 16 4.20 LB ---- 20.0 ---- ---- 13.0 1.34 9.0 ---- 13.0 1.34 9.0 150 17 0.874 10.0 ---- 20.0 4.71 13.0 0.09 0.00 7.6 13.0 0.09 0.00 7.6 17 16 5.60 B ---- 20.0 ---- ---- -6.9 0.25 9.0 -----1.5 0.01 9.0 150 18 0.874 3.0 ---- 20.0 ---- ---- - 0.03 0.00 9.2 ---- 0.00 0.00 9.0 -- 1 I 18 18 2.50 150 19 0.874 19 18 9.20 150 0 0.874 20 20 1.30 150 21 0.874 20.0 ---- ---- 0.0 0.00 9.2 ---- 13.9 0.27 9.0 0.0 ---- 20.0 4.71 ---- 0.00 0.00 9.2 13.9 0.11 0.00 8.7 LR ---- 20.0 ---- ---- -6.9 0.50 9.2 ---- -15.4 2.22 9.0 8.0 ---- 20.0 ---- ---- - 0.03 0.00 9.7 ---- -0.13 0.00 11.2 B ---- 20.0 ---- ---- -5.2 0.07 9.7 ---- -10.9 0.30 11.2 3.0 ---- 20.0 ---- ---- - 0.02 0.00 9.8 ---- -0.07 0.00 11.5 21 20 22.00 4ELB3R ---- 20.0 ---- ---- -1.7 0.09 9.7 ---- -4.5 0.51 11.2 150 13 0.874 17.0 ---- 20.0 ---- ---- 0.00 0.00 9.8 ---- -0.01 0.00 11.7 22 21 10.00 L ---- 20.0 ---- - --- -5.2 0.30 9.8 -----10.9 1.17 11.5 150 22 0.874 7.0 ---- 10.0 ---- ---- - 0.02 4.33 14.4 -----0.07 4.33 17.0 23 22 19.70 L2B3R ---- 10.0 ---- ---- -5.2 0.62 14.4 -----10.9 2.45 17.0 150 11 0.874 16.0 ---- 10.0 ---- ---- - 0.02 0.00 15.0 -----0.07 0.00 19.4 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 Ell, B=TeeBch, 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 7.42 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 10 at 14.39 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 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatViv 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 X y z X y z 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 I 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 Coupig SwgChk GatViv X Y Z 0.95 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 GatViv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 GatViv X Y Z 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.07 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.09 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 61.2 psi and a 7 minute flow of 223 gal. and a 10 minute flow of 319.0 gallons. The minimum pressure at any node is 7.6 psi at node 17. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 90.0 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 9.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 90.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 90.0 psi @ 18.0 gpm 89.9 psi @ 31.9 gpm B = Required Water Supply D = Required Water Supply 38.8 psi @ 18.0 gpm . 61.2 psi @ 31.9 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR ( Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE Bi 1HD CALC 20X20 @ 3RD FLOOR WIC Date: 3/5/2015 File No: 8169 Data File Name: 1HD 3RD FLOOR WIC.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) K4.90 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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 18 25.0 72.0 57.6 1 20.0 18.0 18 25.0 72.0 57.6 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG -----3.0 SRCE 25.0 4.03 57.6 ---- 25.0 4.04 57.6 150 2 0.995 6.0 -------- ---- ---- 0.17 0.43 53.1 ---- 0.17 0.43 53.1 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.13 53.1 ---- 25.0 0.13 53.1 150 3 1.055 0.0 ---- ---- ---- ---- 0.13 0.00 49.0 ---- 0.13 0.00 49.0 3 3 1.00 R -------- ---- ---- 25.0 0.03 49.0 ---- 25.0 0.03 49.0 150 4 1.598 1.0 -----2.0 -5 5 0.02 0.00 49.0 5 0.02 0.00 49.0 4 4 1.00 R -----2.0 -5 5 20.0 0.02 49.0 5 20.0 0.02 49.0 150 5 1.598 1.0 -------- ---- ---- 0.01 0.00 48.9 ---- 0.01 0.00 48.9 5 5 1.00 -7.0 -2.0 ---- ---- 20.0 0.08 48.9 ---- 20.0 0.08 48.9 150 6 1.055 0.0 ---- ---- ---- ---- 0.08 0.00 41.9---- 0.08 0.00 41.8 6 6 20.00 R ---- ---- ---- ---- 20.0 0.23 41.9 ---- 20.0 0.23 41.8 150 7 1.598 1.0 -------- ---- ---- 0.01 0.00 41.6 ---- 0.01 0.00 41.6 7 7 5.00 LR -------- ---- ---- 20.0 0.18 41.6 ---- 20.0 0.18 41.6 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 39.7 ---- 0.01 1.73 39.7 8 8 4.00 RS ---- 2.0 ---- ---- 20.0 0.88 39.7 ---- 20.0 0.88 39.7 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.07 1.73 37.1 ---- 0.07 1.73 37.1 9 9 4.00 R ---- 6.0 ---- ---- 20.0 0.34 37.1 ---- 20.0 0.34 37.1 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.07 1.73 35.0 ---- 0.07 1.73 35.0 10 10 23.80 2L2R ---- 10.0 ---- ---- 20.0 2.71 35.0 ---- 20.0 2.71 35.0 150 11 1.101 16.0 ---- 10.0 ---- ---- 0.07 0.00 32.3 ---- 0.07 0.00 32.3 11 11 22.30 4EL2R ---- 10.0 ---- ---- 20.0 2.40 32.3 ---- 20.0 2.40 32.3 150 12 1.101 13.0 ---- 10.0 ---- ---- 0.07 0.00 29.9 ---- 0.07 0.00 29.9 12 12 10.00 B ---- 10.0 ---- ---- 20.0 1.02 29.9 ---- 20.0 1.02 29.9 150 13 1.101 5.0 ---- 20.0 ---- ---- 0.07 4.33 24.6 ---- 0.07 4.33 24.6 13 13 16.30 2EL2R ---- 20.0 --------, 11.7 0.69 24.6 ---- 11.7 0.69 24.6 150 14 1.101 11.0 ---- 20.0 ---- ---- 0.03 0.00 23.9 ---- 0.03 0.00 23.9 14 14 0.70 B ---- 20.0 ---- ---- 11.7 0.14 23.9 ---- 11.7 0.14 23.9 150 15 1.101 5.0 ---- 20.0 ---- ---- 0.03 0.00 23.7 ---- 0.03 0.00 23.7 15 15 10.00 L ---- 20.0 ---- ---- 11.7 0.43 23.7 ---- 11.7 0.43 23.7 150 16 1.101 7.0 ---- 30.0 ---- ---- 0.03 4.33 19.0 ---- 0.03 4.33 19.0 16 16 5.20 B ---- 30.0 ---- ---- 11.7 0.26 19.0 ---- 11.7 0.26 19.0 150 17 1.101 5.0 ---- 30.0 ---- ---- 0.03 0.00 18.7 ---- 0.03 0.00 18.7 17 17 4.80 B ---- 30.0 ---- ---- 20.0 0.67 18.7 ---- 20.0 0.67 18.7 150 18 1.101 5.0 ---- 30.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 18 17 16.30 2EB4R ---- 30.0 -8.3 0.36 18.7 -8.3 0.36 18.7 15019 1.101 11.0 ---- 30.0 ---- ---- - 0.01 0.00 19.1 ---- -0.01 0.00 19.1 19 19 1.20 B ---- 30.0 ---- ---- -0.0 0.00 19.1 ---- 0.0 0.00 19.1 15020 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 19.1 ---- 0.00 0.00 19.1 20 19 3.20 R ---- 30.0 ---- ---- -8.3 0.06 19.1 -----8.3 0.06 19.1 150 21 1.101 1.0 ---- 30.0 ---- ---- - 0.01 0.00 19.1 -----0.01 0.00 19.1 21 21 10:00 L ---- 30.0 ---- ---- 0.0 0.00 19.1 ---- 0.0 0.00 19.1 150 22 1.101 7.0 ---- 40.0 ---- ---- 0.00 4.33 14.8 ---- 0.00 4.33 14.8 22 22 5.30 L ---- 40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 23 1.101 7.0 ---- 40.0 ---- ---- 0.00 0.00 14.8 ---- 0.00 0.00 14.8 23 23 2.50 B ---- 40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 24 1.101 5.0 ---- 40.0 ---- ---- 0.00 0.00 14.8 ---- 0.00 0.00 14.8 24 23 10.50 2LR ---- 40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 25 1.101 15.0 ---- 40.0 ---- ---- 0.00 0.00 14.8 ---- 0.00 0.00 14.8 25 21 10.00 L ---- 30.0 ---- -----8.3 0.23 19.1 -----8.3 0.23 19.1 150 26 1.101 7.0 ---- 20.0 ---- ---- -0.01 4.33 23.7 -----0.01 4.33 23.7 26 26 1.80 2L ---- 20.0 ---- ---- -8.3 0.21 23.7 ---- -8.3 0.21 23.7 150 27 1.101, 14.0 ---- 20.0 ---- ---- - 0.01 0.00 23.9 ---- -0.01 0.00 23.9 27 27 28.60 2LB3R ---- 20.0 ---- ---- -8.3 0.61 23.9 ---- -8.3 0.67 23.9 150 13 1.101 22.0 ---- 20.0 - --- ---- -0.01 0.00 24.6 ---- -0.01 0.00 24.6 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 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatViv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 10.30 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.32 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt It 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 Coupig SwgChk GatVlv X Y Z 1.11 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 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the BASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.14 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.01 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 57.6 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 14.8 psi at node 22. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500.gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 57.6 psi @ 25.0 gpm 57.6 psi @ 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE El 2HD CALC 16X16 @ 4TH FLOOR STAIRS Date: 3/5/2015 File No: 8169 Data File Name: 2HD 4TH FLOOR STAIRS.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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Fiow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spkirs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 25 18.0 72.0 45.5 2 13.0 7.6 25 31.4 72.0 63.7 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG ---- -3.0 SRCE 18.0 2.19 45.5 ---- 31.4 6.16 63.7 150 2 0.995 6.0 ---- ---- ---- ---- 0.09 0.43 42.9 ---- 0.26 0.43 57.1 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.07 42.9 ---- 31.4 0.19 57.1 150 3 1.055 0.0 ---- ---- ---- ---- 0.07 0.00 38.8 ---- 0.19 0.00 53.0 3 3 1.00 R -------- ---- ---- 18.0 0.02 38.8 ---- 31.4 0.05 53.0 150 41.598 1.0 -----2.0 -5 5 0.01 0.00 38.8 5 0.03 0.00 52.9 4 4 1.00 R -----2.0 -5 5 13.0 0.01 38.8 5 26.4 0.04 52.9 150 5 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 38.8 0.02 0.00 52.9 5 5 1.00 -7.0 -2.0 ---- ---- 13.0 0.04 38.8 ---- 26.4 0.14 52.9 150 6 1.055 0.0 ---- ---- ---- ---- 0.04 0.00 31.7 ---- 0.14 0.00 45.7 6 6 20.00 R ---- ---- ---- ---- 13.0 0.10 31.7 ---- 26.4 0.39 45.7 150 7 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 31.6 ---- .0.02 0.00 45.3 7 7 5.00 LR ---- ---- ---- ---- 13.0 0.08 31.6 ---- 26.4 0.30 45.3 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 29.8 ---- 0.02 1.73 43.3 8 8 4.00 RS ---- 2.0 ---- ---- 13.0 0.40 29.8 ---- 26.4 1.48 43.3 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.03 1.73 27.7 ---- 0.11 1.73 40.1 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 27.7 ---- 26.4 0.57 40.1 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 25.8 ---- 0.11 1.73 37.8 10 10 23.80 2L2R --- 10.0 ---- ---- 13.0 1.22 25.8 ---- 26.4 4.54 37.8 150 11 1.101 16.0 ---- 10.0 ---- ---- 0.03 0.00 24.6 ---- 0.11 0.00 33.2 11 11 22.30 4EL2R ---- 10.0 ---- ---- 13.0 1.08 24.6 ---- 26.4 4.03 33.2 150 12 1.l01 13.0 ---- 10.0 ---- ---- 0.03 0.00 23.5 ---- 0.11 0.00 29.2 12 12 10.00 B ---- 10.0 ---- ---- 13.0 0.46 23.5 ---- - 26.4 1.71 29.2 150 13 1.101 5.0 ---- 20.0 ---- ---- 0.03 4.33 18.7 ---- 0.11 4.33 23.2 13 13 16.30 2EL2R ---- 20.0 ---- ---- 6.3 0.22 18.7 ---- 12.9 0.82 23.2 150 14 1.101 11.0 ---- 20.0 ---- ---- 0.01 0.00 18.5 ---- 0.03 0.00 22.3 14 14 0.70 B ---- 20.0 ---- ---- 6.3 0.05 18.5 ---- 12.9 0.17 22.3 150 15 1.101 5.0 ---- 20.0 ---- ---- 0.01 0.00 18.4 ---- 0.03 0.00 22.2 15 15 10.00 L ---- 20.0 ---- ---- 6.3 0.14 18.4 ---- 12.9 0.51 22.2 150 16 1.101 7.0 ---- 30.0 ---- ---- 0.01 4.33 14.0 ---- 0.03 4.33 17.3 16 16 5.20 B ---- 30.0 ---- ---- 6.3 0.08 14.0 ---- 12.9 0.31 17.3 150 17 1.101 5.0 ---- 30.0 ---- ---- 0.01 0.00 13.9 ---- 0.03 0.00 17.0 17 17 4.80 B ---- 30.0 ---- ---- 0.0 0.00 13.9 ---- 0.0 0.00 17.0 150 18 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 13.9 ---- 0.00 0.00 17.0 .18 -17 16.30 .2EB4R ---- 30.0 6.3 0.22 13.9 ---- 12.9 0.82 17.0 150 .19 1.101 11.0 ---- 30.0 ---- ---- 0.01 0.00 13.7 ---- 0.03 0.00 16.2 19 19 1.20 B ---- 30.0 ---- ---- 0.0 0.00 13.7 ---- 0.0 0.00 16.2 150 .20 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 13.7 ---- 0.00 0.00 16.2 20 19 3.20 R ---- 30.0 ---- ---- 6.3 0.03 13.7 ---- 12.9 0.13 16.2 150 21 1.101 1.0 ---- 30.0 ---- ---- 0.01 0.00 13.6 ---- 0.03 0.00 16.1 21 21 10.00 L ---- 30.0 ---- ---- 13.0 0.52 13.6 ---- 26.4 1.94 16.1 150 22 1.101 7.0 ---- 40.0 ---- ---- 0.03 4.33 8.8 ---- 0.11 4.33 9.8 22 22 5.30 L ---- 40.0 ---- ---- 13.0 0.38 8.8 ---- 26.4 1.40 9.8 150 23 1.101 7.0 ---- 40.0 ---- ---- 0.03 0.00 8.4 ---- 0.11 0.00 8.4 23 23 2.50 B ---- 40.0 ---- ---- 0.0 0.00 8.4 ---- 13.4 0.24 8.4 150 24 1.101 5.0 ---- 40.0 4.71 ---- 0.00 0.00 8.4 13.4 0.03 0.00 8.2 24 23 10.50 2LR ---- 40.0 ---- ---- 13.0 0.78 8.4 ---- 13.0 0.78 8.4 150 25 1.101 15.0 ---- 40.0 4.71 13.0 0.03 0.00 7.6 13.0 0.03 0.00 7.6 25 21 10.00 L ---- 30.0 ---- ---- -6.7 0.15 13.6 ---- -13.6 0.56 16.1 150 26 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 18.1 ---- -0.03 4.33 21.0 26 26 1.80 2L ---- 20.0 ---- ---- -6.7 0.14 18.1 -----13.6 0.52 21.0 150 27 1.101 14.0 ---- 20.0 ---- ---- - 0.01 0.00 18.3 ---- -0.03 0.00 21.5 27 27 28.60 2LB3R ---- 20.0 ---- ---- -6.7 0.45 18.3 -----13.6 1.68 21.5 150 13 1.101 22.0 ---- 20.0 ---- ---- - 0.01 0.00 18.7 ---- -0.03 0.00 23.2 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 Ell, B=TeeBch, 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 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.96 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Dianleter 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 1.598 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 X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the BASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.13 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.13 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 63.7 psi and a 7 minute flow of 220 gal. and a 10 minute flow of 314.5 gallons. The minimum pressure at any node is 7.6 psi at node 25. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 S. 0 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi 0 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi 0 18.0 gpm 72.0 psi @ 31.4 gpm B = Required Water Supply D = Required Water Supply 45.5 psi 0 18.0 gpm 63.7 psi 0 31.4 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HID:::::; CALCULATION REPORT Carlsbad, CA 92008 9?. FOR Seagrove 2531-2601 State St PLAN TYPE B2 2HD CALC 16X16 @ 4TH FLOOR STAIRS Date: 3/5/2015 File No: 8169 Data File Name: 2HD 4TH FLOOR STAIRS.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: :0616 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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 24 18.0 72.0 45.0 2 13.0 7.6 24 31.5 72.0 61.8 REVIEWING AUTHORITY Ventura County Fire Dept. 4 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 18.00 BG ---- -3.0 SRCE 18.0 2.19 45.0 ---- 31.4 6.17 61.8 150 2 0.995 6.0 ---- ---- ---- ---- 0.09 0.43 42.4 ---- 0.26 0.43 55.2 2 2 1.00 -4.0 -2.0 -------- 18.0 0.07 42.4 ---- 31.5 0.19 55.2 150 3 1.055 0.0 ---- ---- ---- ---- 0.07 0.00 38.3 ---- 0.19 0.00 51.0 3 3 1.00 R -------- ---- ---- 18.0 0.02 38.3 ---- 31.5 0.05 51.0 150 4 1.598 1.0 -----2.0 -5 5 0.01 0.00 38.3 5 0.03 0.00 51.0 4 4 1.00 R -----2.0 -5 5 13.0 0.01 38.3 5 26.5 0.04 51.0 150 5 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 38.3 ---- 0.02 0.00 50.9 5 5 1.00 -7.0 -2.0 ---- ---- 13.0 0.04 38.3 ---- 26.5 0.14 50.9 150 6 1.055 0.0 ---- ---- ---- ---- 0.04 0.00 31.2 ---- 0.14 0.00 43.8 6 6 20.00 R ---- ---- ---- ---- 13.0 0.10 31.2 ---- 26.5 0.39 43.8 150 7 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 31.1 ---- 0.02 0.00 43.4 7 7 5.00 LR ---- ---- ---- ---- 13.0 0.08 31.1 ---- 26.5 0.30 43.4 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 29.3 ---- 0.02 1.73 41.4 8 8 4.00 RS ---- 2.0 ---- ---- 13.0 0.40 29.3 ---- 26.5 1.48 41.4 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.03 1.73 27.2 ---- 0.11 1.73 38.1 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 27.2 ---- 26.5 0.57 38.1 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 25.3 ---- 0.11 1.73 35.8 10 10 23.80 2EL ---- 10.0 ---- ---- 13.0 1.01 25.3 ---- 26.5 3.74 35.8 150 11 1.101 9.0 ---- 10.0 ---- ---- 0.03 0.00 24.3 ---- 0.11 0.00 32.1 11 11 10.00 B ---- 10.0 ---- ---- 13.0 0.46 24.3 ---- 26.5 1.71 32.1 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.03 4.33 19.5 ---- 0.11 4.33 26.0 12 12 0.70 L ---- 20.0 ---- ---- 13.0 0.24 19.5 ---- 26.5 0.88 26.0 150 13 1.101 7.0 ---- 20.0 ---- ---- 0.03 0.00 19.2 ---- 0.11 0.00 25.2 13 13 15.30 2ELBR ---- 20.0 ---- ---- 6.5 0.26 19.2 ---- 13.2 0.96 25.2 150 14 1.101 15.0 ---- 20.0 ---- ---- 0.01 0.00 19.0 ---- 0.03 0.00 24.2 14 14 10.00 B ---- 20.0 ---- ---- 6.5 0.13 19.0 ---- 13.2 0.48 24.2 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.01 4.33 14.5 ---- 0.03 4.33 19.4 15 15 4.80 B ---- 30.0 ---- ---- 6.5 0.08 14.5 ---- 13.2 0.31 19.4 150 16 1.101 5.0 ---- 30.0 ---- ---- 0.01 0.00 14.4 ---- 0.03 0.00 19.1 16 16 5.20 B ---- 30.0 ---- ---- 0.0 0.00 14.4 ---- 0.0 0.00 19.1 150 17 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 14.4 ---- 0.00 0.00 19.1 17 16 10.60 2E4R ---- 30.0 ---- ---- 6.5 0.14 14.4 ---- 13.2 0.53 19.1 150 18 1.101 6.0 ---- 30.0 ---- ---- 0.01 0.00 14.3 ---- 0.03 0.00 18.6 18 18 8.30 • LB2R ---- 30.0 - 13.0 0.68 14.3 ---- 26.5 2.54 18.6 150 -19 1.101 14.0 ---- 30.0 ---- ---- 0.03 0.00 13.6 ---- 0.11 0.00 16.0 19 18 10.50 B2R ---- 30.0 ---- ---- -6.5 0.15 14.3 ---- -13.2 0.55 18.6 150 .20 1.101 7.0 ---- 30.0 ---- ---- - 0.01 0.00 14.5 ---- -0.03 0.00 19.1 20 19 10.00 L ---- 30.0 ---- ---- 13.0 0.52 13.6 ---- 26.5 1.94 16.0 150 21 1.101 7.0 ---- 40.0 ---- ---- 0.03 4.33 8.8 ---- 0.11 4.33 9.7 21 21 4.80 L ---- 40.0 ---- ---- 13.0 0.36 8.8 ---- 26.5 1.35 9.7 150 22 1.101 7.0 ---- 40.0 ---------0.03 0.00 8.4 ---- 0.11 0.00 8.4 22 22 2.50 B ---- 40.0 ---- ---- 0.0 0.00 8.4 ---- 13.5 0.24 8.4 150 23 1\.101 5.0 ---- 40.0 4.71 ---- 0.00 0.00 8.4 13.5 0.03 0.00 8.2 23 22 10.50 2LR ---- 40.0 ---- ---- 13.0 0.78 8.4 ---- 13.0 0.78 8.4 15024 1.101 15.0---- 40.0 4.71 13.0 0.03 0.00 7.613.0 0.03 0.00 7.6 24 20 10.00 L ---- 30.0 ---- ---- -6.5 0.14 14.5 ---- -13.2 0.54 19.1 150 25 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 18.9 ---- -0.03 4.33 24.0 25 25 23.30 LB2R ---- 20.0 ---- ---- -6.5 0.32 18.9 ---- -13.2 1.18 24.0 150 13 1.101 14.0 ---- 20.0 ---- ---- - 0.01 0.00 19.2 ---- -0.03 0.00 25.2 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - KTFactor 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=TeeBch, 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 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.96 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt N. 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 1.598 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 X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.15 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.13 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 61.8 psi and a 7 minute flow of 220 gal. and a 10 minute flow of 314.5 gallons. The minimum pressure at any node is 7.6 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60 . 0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 18.0 gpm 72.0 psi @ 31.5 gpm B = Required Water Supply D = Required Water Supply 45.0 psi @ 18.0 gpm 61.8 psi @ 31.5 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE B2 lED CALC 20X20 @ 3RD FLOOR WIC Date: 3/5/2015 File No: 8169 Data File Name: lED 3RD FLOOR WIC.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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 17 25.0 72.0 55.0 1 20.0 18.0 17 25.0 72.0 55.0 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG ---- -3.0 SRCE 25.0 4.03 55.0 ---- 25.0 4.04 55.0 150 2 0.995 6.0 ---- ---- ---- ---- 0.17 0.43 50.6 ---- 0.17 0.43 50.6 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.13 50.6 ---- 25.0 0.13 50.6 150 3 1.055 0.0 ---- ---- ---- ---- 0.13 0.00 46.4 ---- 0.13 0.00 46.4 3 3 1.00 R ---- ---- ---- ---- 25.0 0.03 46.4 ---- 25.0 0.03 46.4 150 4 1.598 1.0 ---- -2.0 -5 5 0.02 0.00 46.4 5 0.02 0.00 46.4 4 4 1.00 R ---- -2.0 -5 5 20.0 0.02 46.4 5 20.0 0.02 46.4 150 5 1.598 1.0 ---- ---- ---- ---- 0.01 0.00 46.4 ---- 0.01 0.00 46.4 5 5 1.00 -7.0 -2.0 ---- ---- 20.0 0.08 46.4 ---- 20.0 0.08 46.4 150 6 1.055 0.0 ---- ---- ---- ---- 0.08 0.00 39.3 ---- 0.08 0.00 39.3 6 6 20.00 R ---- ---- ---- ---- 20.0 0.23 39.3 ---- 20.0 0.23 39.3 150 7 1.598 1.0 ---- ---- ---- ---- 0.01 0.00 39.1 ---- 0.01 0.00 39.1 7 7 5.00 LR ---- ---- ---- ---- 20.0 0.18 39.1 ---- 20.0 0.18 39.1 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 37.2 ---- 0.01 1.73 37.2 8 8 4.00 RS ---- 2.0 ---- ---- 20.0 0.88 37.2 ---- 20.0 0.88 37.2 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.07 1.73 34.5 ---- 0.07 1.73 34.5 9 9 4.00 R ---- 6.0 ---- ---- 20.0 0.34 34.5 ---- 20.0 0.34 34.5 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.07 1.73 32.5 ---- 0.07 1.73 32.5 10 10 23.80 2EL ---- 10.0 20.0 2.23 32.5 ---- 20.0 2.23 32.5 150 11 1.101 9.0 ---- 10.0 0.07 0.00 30.2 ---- 0.07 0.00 30.2 11 11 10.00 B ---- 10.0 ---- ---- 20.0 1.02 30.2 ---- 20.0 1.02 30.2 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.07 4.33 24.9 ---- 0.07 4.33 24.9 12 12 0.70 L ---- 20.0 ---- ---- 20.0 0.52 24.9 ---- 20.0 0.52 24.9 150 13 1.101 7.0 ---- 20.0 ---- ---- 0.07 0.00 24.4 ---- 0.07 0.00 24.4 13 13 15.30 2ELBR ---- 20.0 ---- ---- 11.3 0.71 24.4 ---- 11.3 0.71 24.4 150 14 1.101 15.0 ---- 20.0 ---- ---- 0.02 0.00 23.6 ---- 0.02 0.00 23.6 14 14 10.00 B ---- 20.0 ---- ---- 11.3 0.35 23.6 ---- 11.3 0.35 23.6 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.02 4.33 19.0 ---- 0.02 4.33 19.0 15 15 4.80 B ---- 30.0 ---- ---- 11.3 0.23 19.0 ---- 11.3 0.23 19.0 150 16 1.101 5.0 ---- 30.0 ---- ---- 0.02 0.00 18.7 ---- 0.02 0.00 18.7 16 16 5.20 B ---- 30.0 ---- ---- 20.0 0.69 18.7 ---- 20.0 0.69 18.7 150 17 1.101 5.0 ---- 30.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 17 16 10.60 2E4R ---- 30.0 ---- ---- -8.7 0.24 18.7 -----8.7 0.24 18.7 150 18 1.101 6.0 ---- 30.0 ---- ---- - 0.01 0.00 19.0 ---- -0.01 0.00 19.0 7. 18 18 8.30 LB2R ---- 30.0 0.0 0.00 19.0 ---- 0.0 0.00 19.0 150 .19 1.101 14.0 ---- 30.0 ---- ---- 0.00 0.00 19.0 ---- 0.00 0.00 19.0 19 18 10.50 B2R ---- 30.0 ---- ---- -8.7 0.26 19.0 -8.7 0.26 19.0 15020 1.101 7.0 ---- 30.0 ---- ---- - 0.01 0.00 19.2 -----0.01 0.00 19.2 20 19 10.00 L ---- 30.0 ---- ---- 0.0 0.00 19.0 ---- 0.0 0.00 19.0 150 21 1.101 7.0 ---- 40.0 ---- ---- 0.00 4.33 14.6 ---- 0.00 4.33 14.6 21 21 4.80 L ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 150 22 1.101 7.0 ---- 40.0 ---- ---- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 22 22 2.50 B ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 150 23 1.101 5.0 ---- 40.0 -------- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 23 22 10.50 2LR ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 150 24 1.101 15.0 ---- 40.0 ---- ---- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 24 20 10.00 L ---- 30.0 ---- ---- -8.7 0.25 19.2 ---- -8.7 0.25 19.2 150 25 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 23.8 ---- -0.01 4.33 23.8 25 25 23.30 LB2R ---- 20.0 ---- ---- -8.7 0.55 23.8 ---- -8.7 0.55 23.8 150 13 1.101 14.0 ---- 20.0 ---- ---- - 0.01 0.00 24.4 ---- -0.01 0.00 24.4 Node Notes Pipe Notes Legend: P - Pipe # LEN - Pipe Length DIA - Pipe Diameter FIT. - Pipe Fittings EQV. LN - Pipe Equivalent Length FIXD LOSS - Fixed Loss Device PUMP - Pump Pressure EL - Node Elevation SP - K-Factor DISCH - Discharge in gpm FLOW - Flow Rate FL/FT - Friction Loss per Foot PF - Pressure Loss due to Friction PE - Pressure Loss due to Elevation PT - Total Pressure at Node Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, The maximum velocity of water flow occurs in pipe 1 at 10.31 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.31 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt Y= Y, Z= Z 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 1.598 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 X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the BASS HOUSE 3.4 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 0.02 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 55.0 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 14.6 psi at node 23. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 - FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 55.0 psi @ 25.0 gpm 55.0 psi @ 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIMI CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE B3 1HD CALC 20X20 @ 3RD FLOOR WIC Date: 3/5/2015 File No: 8169 Data File Name: 1HD WIC.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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpni at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 16 25.0 72.0 55.3 1 20.0 18.0 16 25.0 72.0 55.3 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG ---- -3.0 SRCE 25.0 4.03 55.3 ---- 25.0 4.04 55.3 150 2 0.995 6.0 ---- ---- ---- ---- 0.17 0.43 50.9 ---- 0.17 0.43 50.9 -4.0 -2.0 ---- ---- 25.0 0.13 50.9 ---- 25.0 0.13 50.9 0.0 ---- ---- ---- ---- 0.13 0.00 46.7 ---- 0.13 0.00 46.7 R -------- ---- ---- 25.0 0.03 46.7 ---- 25.0 0.03 46.7 1.0 -----2.0 -5 5 0.02 0.00 46.7 5 0.02 0.00 46.7 R -----2.0 -5 5 20.0 0.02 46.7 5 20.0 0.02 46.7 1.0 -------- ---- ---- 0.01 0.00 46.7 ---- 0.01 0.00 46.7 -7.0 -2.0 ---- ---- 20.0 0.08 46.7 ---- 20.0 0.08 46.7 0.0 ---- ---- ---- ---- 0.08 0.00 39.6 ---- 0.08 0.00 39.6 R ---- ---- ---- ---- 20.0 0.23 39.6 ---- 20.0 0.23 39.6 1.0 ---- ---- ---- ---- 0.01 0.00 39.4 ---- 0.01 0.00 39.4 LR ---- ---- ---- ---- 20.0 0.18 39.4 ---- 20.0 0.18 39.4 7.0 ---- 2.0 ---- ---- 0.01 1.73 37.4 ---- 0.01 1.73 37.4 RS ---- 2.0 ---- ---- 20.0 0.88 37.4 ---- 20.0 0.88 37.4 9.0 ---- 6.0 ---- ---- 0.07 1.73 34.8 ---- 0.07 1.73 34.8 R ---- 6.0 ---- ---- 20.0 0.34 34.8 ---- .20.0 0.34 34.8 1.0 ---- 10.0 ---- ---- 0.07 1.73 32.8 ---- 0.07 1.73 32.8 2 2 1.00 150 3 1.055 3 3 1.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 1.00 150 6 1.055 6 6 20.00 150 7 1.598 7 7 5.00 150 8 1.505 8 8 4.00 150 9 1.101 9 9 4.00 150 10 1.101 10 10 23.25 2E2L2R ---- 10.0 ---- ---- 20.0 2.81 32.8 ---- 20.0 2.81 32.8 150 11 1.101 18.0 ---- 10.0 ---- ---- 0.07 0.00 29.9 ---- 0.07 0.00 30.0 11 11 10.00 B ---- 10.0 ---- ---- 20.0 1.02 29.9 ---- 20.0 1.02 30.0 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.07 4.33 24.6 ---- 0.07 4.33 24.6 12 12 17.00 L2B ---- 20.0 ---- ---- 11.8 0.87 24.6 ---- 11.8 0.87 24.6 150 13 1.101 17.0 ---- 20.0 ---- ---- 0.03 0.00 23.7 ---- 0.03 0.00 23.7 13 13 10.00 L ---- 20.0 ---- ---- 11.8 0.43 23.7 ---- 11.8 0.43 23.7 150 14 1.101 7.0 ---- 30.0 ---- ---- 0.03 4.33 19.0 ---- 0.03 4.33 19.0 14 14 5.25 B ---- 30.0 ---- ---- 11.8 0.26 19.0 ---- 11.8 0.26 19.0 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.03 0.00 18.7 ---- 0.03 0.00 18.7 15 15 4.83 B ---- 30.0 ---- ---- 20.0 0.67 18.7 ---- 20.0 0.67 18.7 150 16 1.101 5.0---- 30.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 16 15 16.33 2EL5R ---- 30.0 ---- ---- -8.2 0.40 18.7 ---- -8.2 0.40 18.7 150 17 1.101 14.0 ---- 30.0 ---- ---- - 0.01 0.00 19.1 ---- -0.01 0.00 19.1 17 17 0.50 B ---- 30.0 ---- ---- 0.0 0.00 19.1 ---- 0.0 0.00 19.1 150 18 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 19.1 ---- 0.00 0.00 19.1 18 17 3.25 R ---- 30.0 -8.2 0.06 19.1 -8.2 0.06 19.1 150 19 f.101 1.0 ---- 30.0 ---- ---- - 0.01 0.00 19.2 ---- -0.01 0.00 19.2 19 19 10.00 L ---- 30.0 ---- ---- 0.0 0.00 19.2 ---- 0.0 0.00 19.2 150 20 1.101 7.0 ---- 40.0 ---- ---- 0.00 4.33 14.8 ---- 0.00 4.33 14.8 20 20 5.00 L ---- .40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 21 1.101 7.0 ---- 40.0 -.0.00 0.00 14.8 ---- 0.00 0.00 14.8 21 21 2.41 4B ---- 40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 22 1.101 20.0 ---- 40.0 ---- ---- 0.00 0.00 14.8 ---- 0.00 0.00 14.8 22 21 10.41 2LR ---- 40.0 ---- ---- 0.0 0.00 14.8 ---- 0.0 0.00 14.8 150 23 1.101 15.0 ---- 40.0 ---- ---- 0.00 0.00 14.8 ---- 0.00 0.00 14.8 23 19 10.00 L ---- 30.0 ---- ---- -8.2 0.22 19.2 -----8.2 0.22 19.2 150 24 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 23.7 -----0.01 4.33 23.7 24 24 30.50 4E3L232R ---- 20.0 ---- ---- -8.2 0.89 23.7 ---- -8.2 0.89 23.7 150 12 1.101 37.0 ---- 20.0 ---- ---- - 0.01 0.00 24.6 -----0.01 0.00 24.6 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 Eli, L=90 Eli, B=TeeBch, 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 10.31 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.31 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 X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 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 0.02 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 55.3 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 14.8 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 a 75.0 67.5 P 60.0 R E 52 .5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 55.3 psi @ 25.0 gpm 55.3 psi 8 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE B3 2HD CALC 16X16 @ 4TH FLOOR STAIRS Date: 3/5/2015 File No: 8169 Data File Name: 2HD 4TH FLOOR STAIRS.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(nax) 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 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. .1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 23 18.0 72.0 44.5 2 13.0 7.6 23 31.1 72.0 59.4 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG -----3.0 SRCE 18.0 2.20 44.5 ---- 31.1 6.03 59.4 150 2 0.995 6.0 ---- ---- ---- ---- 0.09 0.43 41.8 ---- 0.25 0.43 52.9 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.07 41.8 ---- 31.1 0.19 52.9 150 3 1.055 0.0 ---- ---- ---- ---- 0.07 0.00 37.8 ---- 0.19 0.00 48.7 3 3 1.00 R ---fl -2.0 ---- ---- 18.0 0.02 37.8 ---- 31.1 0.05 48.7 150 41.598 1.0 ---- -2.0 -5 5 0.01 0.00 37.8 5 0.03 0.00 48.7 4 4 1.00 R ---- -2.0 -5 5 13.0 0.01 37.8 5 26.1 0.04 48.7 150 5 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 37.7 ---- 0.02 0.00 48.6 5 5 1.00 -7.0 -2.0 ---- ---- 13.0 0.04 37.7 ---- 26.1 0.14 48.6 150 6 1.055 0.0 ---- ---- ---- ---- 0.04 0.00 30.7 ---- 0.14 0.00 41.5 6 6 20.00 R ---- ---- ---- ---- 13.0 0.10 30.7 ---- 26.1 0.38 41.5 150 7 1.598 1.0 ---- ---- ---- ---- 0.00 0.00 30.6 ---- 0.02 0.00 41.1 7 7 5.00 LR ---- ---- ---- ---- 13.0 0.08 30.6 ---- 26.1 0.29 41.1 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 28.8 ---- 0.02 1.73 39.1 8 8 4.00 RS ---- 2.0 ---- ---- 13.0 0.40 28.8 ---- 26.1 1.44 39.1 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.03 1.73 26.7 ---- 0.11 1.73 35.9 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 26.7 ---- 26.1 0.56 35.9 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 24.8 ---- 0.11 1.73 33.6 10 10 23.25 2E2L2R ---- 10.0 ---- ---- 13.0 1.26 24.8 ---- 26.1 4.58 33.6 150 11 1.101 18.0 ---- 10.0 ---- ---- 0.03 0.00 23.5 ---- 0.11 0.00 29.1 11 11 10.00 B ---- 10.0 ---- ---- 13.0 0.46 23.5 ---- 26.1 1.67 29.1 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.03 4.33 18.7 ---- 0.11 4.33 23.1 12 12 17.00 L2B ---- 20.0 ---- ---- 6.3 0.27 18.7 ---- 12.6 0.98 23.1 150 13 1.101 17.0 ---- 20.0 ---- ---- 0.01 0.00 18.4 ---- 0.03 0.00 22.1 13 13 10.00 L ---- 20.0 ---- ---- 6.3 0.14 18.4 ---- 12.6 0.49 22.1 150 14 1.101 7.0 ---- 30.0 ---- ---- 0.01 4.33 14.0 ---- 0.03 4.33 17.2 14 14 5.25 B ---- 30.0 ---- ---- 6.3 0.08 14.0 ---- 12.6 0.30 17.2 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.01 0.00 13.9 ---- 0.03 0.00 17.0 15 15 4.83 B ---- 30.0 ---- ---- 0.0 0.00 13.9 ---- 0.0 0.00 17.0 150 16 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 13.9 0.00 0.00 17.0 16 15 16.33 2EL5R ---- 30.0 ---- ---- 6.3 0.24 13.9 ---- 12.6 0.88 17.0 150 17 1.101 14.0 ---- 30.0 ---- ---- 0.01 0.00 13.7 ---- 0.03 0.00 16.1 17 17 0.50 B ---- 30.0 ---- ---- 0.0 0.00 13.7 ---- 0.0 0.00 16.1 150 18 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 13.7 ---- 0.00 0.00 16.1 .18 17 3.25 R ---- 30.0 6.3 0.03 13.7 ---- 12.6 0.12 16.1 150 19 1.101 1.0 ---- 30.0 ---- ---- 0.01 0.00 13.6 ---- 0.03 0.00 16.0 19 19 10.00 L ---- 30.0 ---- ---- 13.0 0.52 13.6 ---- 26.1 1.89 16.0 150 20 1.101 7.0 ---- 40.0 ---- ---- 0.03 4.33 8.8 ---- 0.11 4.33 9.7 20 20 5.00 L ---- 40.0 ---- ---- 13.0 0.37 8.8 ---- 26.1 1.33 9.7 150 21 1.101 7.0 ---- 40.0 ---- ---- 0.03 0.00 8.4 ---- 0.11 0.00 8.4 21 21 2.41 48 ---- 40.0 ---- ----- 0.0 0.00 8.4 ---- 13.1 0.69 8.4 150 22 1.101 20.0---- 40.04.71---- 0.00 0.00 8.4 13.1 0.03 0.00 7.7 22 21 10.41 2LR ---- 40.0 ---- ---- 13.0 0.78 8.4 ---- 13.0 0.78 8.4 150 23 1.101 15.0---- 40.0 4.71 13.0 0.03 0.00 7.613.0 0.03 0.00 7.6 23 19 10.00 L ---- 30.0 ---- ---- -6.7 0.15 13.6 ---- -13.5 0.56 16.0 150 24 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 18.1 ---- -'0.03 4.33 20.8 24 24 30.50 4E3L2B2R ---- 20.0 ---- ---- -6.7 0.61 18.1 ---- -13.5 2.21 20.8 150 12 1.101 37.0 ---- 20.0 ---- ---- - 0.01 0.00 18.7 ---- -0.03 0.00 23.1 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 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, 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 12.82 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 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 Y= Y, Z= Z 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 Coupig SwgChk GatVlv X I Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 L. 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 I Z 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.06 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 59.4 psi and a 7 minute flow of 218 gal. and a 10 minute flow of 310.7 gallons. The minimum pressure at any node is 7.6 psi at node 23. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 a 75.0 67 . 5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 18.0 gpm 72.0 psi @ 31.1 gpm B = Required Water Supply D = Required Water Supply 44.5 psi @ 18.0 gpm 59.4 psi 8 31.1 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE B4 2HD CALC 16X16 8 4TH FLOOR STAIRS Date: 3/5/2015 File No: 8169 Data File Name: 2HD 4TH FLOOR STAIRS.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 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gprn at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Plow (psi) No. Flow Press. Press. 1 13.0 7.6 23 18.0 72.0 44.7 2 13.0 7.6 23 31.5 72.0 60.7 REVIEWING AUTHORITY Ventura County Fire Dept. 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 *DISCJj FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 18.00 BG ---- -3.0 SRCE 18.0 2.20 44.7 ---- 31.5 6.18 60.7 150 2 0.995 6.0 ---- ---- ---- ----- 0.09 0.43 42.1 ---- 0.26 0.43 54.1 2 2 1.00 150 3 1.055 3 3 1.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 1.00 150 6 1.055 6 6 20.00 150 7 1.598 7 7 5.00 150 8 1.505 -4.0 -2.0 ---- ---- 18.0 0.07 42.1 ---- 31.5 0.19 54.1 0.0 ---- ---- ---- ---- 0.07 0.00 38.0 ---- 0.19 0.00 49.9 R ---- ---- ---- ---- 18.0 0.02 38.0 ---- 31.5 0.05 49.9 1.0 ---- -2.0 -5 5 0.01 0.00 38.0 5 0.03 0.00 49.9 R ---- -2.0 -5 5 13.0 0.01 38.0 5 26.5 0.04 49.9 1.0 ---- ---- ---- ---- 0.00 0.00 38.0 ---- 0.02 0.00 49.8 -7.0 -2.0 ---- ---- 13.0 0.04 38.0 ---- 26.5 0.14 49.8 0.0 ---- ---- ---- ---- 0.04 0.00 30.9 ---- 0.14 0.00 42.7 R ---- ---- ---- ---- 13.0 0.10 30.9 ---- 26.5 0.39 42.7 1.0 ---- ---- ---- ---- 0.00 0.00 30.8 ---- 0.02 0.00 42.3 LR ---- ---- ---- ---- 13.0 0.08 30.8 ---- 26.5 0.30 42.3 7.0 ---- 2.0 ---- ---- 0.01 1.73 29.0 ---- 0.02 1.73 40.3 8 8 4.00 RS ---- 2.0 ---- ---- 13.0 0.40 29.0 ---- 26.5 1.48 40.3 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.03 1.73 26.9 ---- 0.11. 1.73 37.0 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 26.9 ---- 26.5 0.57 37.0 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 25.0 ---- 0.11 1.73 34.7 10 10 23.75 2L2R ---- 10.0 ---- ---- 13.0 1.22 25.0 ---- 26.5 4.54 34.7 150 11 1.101 16.0 ---- 10.0 ---- ---- 0.03 0.00 23.8 ---- 0.11 0.00 30.2 11 11 10.00 B ---- 10.0 ---- ---- 13.0 0.46 23.8 ---- 26.5 1.71 30.2 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.03 4.33 19.0 ---- 0.11 4.33 24.2 12 12 16.00 2LBR ---- 20.0 ---- ---- 6.4 0.29 19.0 ---- 12.9 1.09 24.2 150 13 1.101 20.0 ---- 20.0 ---- ---- 0.01 0.00 18.7 ---- 0.03 0.00 23.1 13 13 10.00 B ---- 20.0 ---- ---- 6.4 0.12 18.7 ---- 12.9 0.46 23.1 150 14 1.101 5.0 ---- 30.0 ---- ---- 0.01 4.33 14.2 ---- 0.03 4.33 18.3 14 14 4.83 B ---- 30.0 ---- ---- 6.4 0.08 14.2 ---- 12.9 0.30 18.3 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.01 0.00 14.1 ---- 0.03 0.00 18.0 15 15 5.16 BR ---- 30.0 ---- ---- 0.0 0.00 14.1 ---- 0.0 0.00 18.0 150 16 1.101 6.0 ---- 30.0 ---- ---- 0.00 0.00 14.1 ---- 0.00 0.00 18.0 16 15 12.16 4R ---- 30.0 ---- ---- 6.4 0.13 14.1 ---- 12.9 0.49 18.0 150 17 1.101 4.0 .---- 30.0 ---- ---- 0.01 0.00 14.0 ---- 0.03 0.00 17.5 17 17 9.00 B2R ---- 30.0 ---- ---- -6.6 0.14 14.0 -----13.5 0.53 17.5 150 18 1.101 7.0 ---- 30.0 ---- ---- - 0.01 0.00 14.1 -----0.03 0.00 18.0 18 17 6.66 .50 19 f.ioi 19 19 10.00 150 20 1.101 20 20 5.00 150 21 1.101 21 21 2.50 150 22 1.101 BR ---- 30.0 ---- ---- 13.0 0.39 14.0 ---- 26.5 1.44 17.5 6.0 ---- 30.0 ---- ---- 0.03 0.00 13.6 ---- 0.11 0.00 16.0 L ---- 30.0 ---- ---- 13.0 0.52 13.6 ---- 26.5 1.94 16.0 7.0 ---- 40.0 ---- ---- 0.03 4.33 8.8 ---- 0.11 4.33 9.8 L ---- 40.0 ---- ---- 13.0 0.37 8.8 ---- 26.5 1.37 9.8 7.0 ---- 40.0 ---- ---- 0.03 0.00 8.4 ---- 0.11 0.00 8.4 B ---- 40.0 ---- ---- 0.0 0.00 8.4 ---- 13.5 0.24 8.4 5.0 ---- 40.0 4.71 ---- 0.00 0.00 8.4 13.5 0.03 0.00 8.2 22 21 10.50 2LR ---- 40.0 ---- ---- 13.0 0.78 8.1 ---- 13.0 0.78 8.4 150 23 1.101 15.0 ---- 40.0 4.71 13.0 0.03 0.00 7.6 13.0 0.03 0.00 7.6 23 18 10.00 L ---- 30.0 ---- ---- -6.6 0.15 14.1 -----13.5 0.56 18.0 150 24 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 18.6 -----0.03 4.33 22.9 24 24 24.00 LB2R ---- 20.0 ---- ---- -6.6 0.34 18.6 -----13.5 1.25 22.9 150 12 1.101 14.0 ---- 20.0 ---- ---- - 0.01 0.00 19.0 -----0.03 0.00 24.2 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 Ell, B=TeeBch, 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 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 12.98 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 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 MAERIAL: 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 X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 GatViv X Y Z 1.505 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 GatViv X Y z 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.06 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 60.7 psi and a 7 minute flow of 220 gal. and a 10 minute flow of 314.5 gallons. The minimum pressure at any node is 7.6 psi at node 23. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi 8 18.0 gpm 72.0 psi 0 31.5 gpm B = Required Water Supply D = Required Water Supply 44.7 psi 8 18.0 gpm 60.7 psi 0 31.5 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807. RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE B4 1HD CALC 20X20 @ 3RD FLOOR WIC Date: 3/5/2015 File No: 8169 Data File Name: !HD 3RD FLOOR WIC.rdf SPRINKLER SPACING 400.0 sq. ft./spkir. (max) Max. Dist. Bet. Spklrs: 20.0 ft. Min. Dist. Bet. Spkirs: 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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Eli) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spkirs. Min Spkir. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 16 25.0 72.0 55.1 1 20.0 18.0 16 25.0 72.0 55.1 REVIEWING AUTHORITY Ventura County Fire Dept. 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 18.00 BG -----3.0 SRCE 25.0 4.03 55.1 ---- 25.0 4.04 55.1 150 2 0.995 6.0 ------------ ---- 0.17 0.43 50.6 ---- 0.17 0.43 50.6 -4.0 -2.0 ---- ---- 25.0 0.13 50.6 ---- 25.0 0.13 50.6 0.0 ---- ---- ---- ---- 0.13 0.00 46.5 ---- 0.13 0.00 46.5 R -------- ---- ---- 25.0 0.03 46.5 ---- 25.0 0.03 46.5 1.0 -----2.0 -5 5 0.02 0.00 46.5 5 0.02 0.00 46.5 R ---- -2.0 -5 5 20.0 0.02 46.5 5 20.0 0.02 46.5 1.0 ---- ---- ---- ---- 0.01 0.00 46.5 ---- 0.01 0.00 46.5 -7.0 -2.0 ---- ---- 20.0 0.08 46.5 ---- 20.0 0.08 46.5 0.0 ---- ---- ---- ---- 0.08 0.00 39.4 ---- 0.08 0.00 39.4 R -------- ---- ---- 20.0 0.23 39.4 ---- 20.0 0.23 39.4 1.0 -------- ---- ---- 0.01 0.00 39.1 ---- 0.01 0.00 39.1 LR ---- ---- ---- ---- 20.0 0.18 39.1 ---- 20.0 0.18 39.1 7.0 ---- 2.0 ---- ---- 0.01 1.73 37.2 ---- 0.01 1.73 37.2 RS ---- 2.0 ---- ---- 20.0 0.88 37.2 ---- 20.0 0.88 37.2 9.0 ---- 6.0 ---- ---- 0.07 1.73 34.6 ---- 0.07 1.73 34.6 R ---- 6.0 ---- ---- 20.0 0.34 34.6 ---- 20.0 0.34 34.6 1.0 ---- 10.0 ---- ---- 0.07 1.73 32.5 ---- 0.07 1.73 32.5 2 2 1.00 150 3 1.055 3 3 1.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 1.00 150 6 1.055 6 6 20.00 150 7 1.598 7 7 5.00 150 8 1.505 8 8 4.00 150 9 1.101 9 9 4.00 150 10 1.101 10 10 23.75 2L2R ---- 10.0 ---- ---- 20.0 2.70 32.5 ---- 20.0 2.70 32.5 150 11 1.101 16.0 ---- 10.0 ---- ---- 0.07 0.00 29.8 ---- 0.07 0.00 29.8 11 11 10.00 B ---- 10.0 ---- ---- 20.0 1.02 29.8 ---- 20.0 1.02 29.8 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.07 4.33 24.5 ---- 0.07 4.33 24.5 12 12 16.00 2LBR ---- 20.0 ---- ---- 11.0 0.81 24.5 ---- 11.0 0.81 24.5 150 13 1.101 20.0 ---- 20.0 ---- ---- 0.02 0.00 23.7 ---- 0.02 0.00 23.7 13 13 10.00 150 14 1.101 14 14 4.83 150 15 1.101 15 15 5.16 150 16 1.101 16 15 12.16 150 17 1.101 17 17 9.00 150 18 1.101 B ---- 20.0 ---- ---- 11.0 0.34 23.7 ---- 11.0 0.34 23.7 5.0 ---- 30.0 ---- ---- 0.02 4.33 19.0 ---- 0.02 4.33 19.0 B ---- 30.0 ---- ---- 11.0 0.22 19.0 ---- 11.0 0.22 19.0 5.0 ---- 30.0 ---- ---- 0.02 0.00 18.8 ---- 0.02 0.00 18.8 BR ---- 30.0 ---- ---- 20.0 0.76 18.8 ---- 20.0 0.76 18.8 6.0 ---- 30.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 4R ---- 30.0 ---- ---- -9.0 0.25 18.8 ---- -9.0 0.25 18.8 4.0 ---- 30.0 ---- ---- - 0.02 0.00 19.0 ---- -0.02 0.00 19.0 32R ---- 30.0 ---- ---- -9.0 0.25 19.0 ---- -9.0 0.25 19.0 7.0 ---- 30.0 ---- ---- - 0.02 0.00 19.3 -----0.02 0.00 19.3 18 17 6.66 150 19 1.101 19 19 10.00 150 20 1.101 20 20 5.00 150 21 1.101 21 21 2.50 150 22 1'.101 BR ---- 30.0 ---- ---- 0.0 0.00 19.0 ---- 0.0 0.00 19.0 6.0 ---- 30.0 ---- ---- 0.00 0.00 19.0 ---- 0.00 0.00 19.0 L ---- 30.0 ---- ---- 0.0 0.00 19.0 ---- 0.0 0.00 19.0 7.0 ---- 40.0 ---- --- -0.00 4.33 14.7 ---- 0.00 4.33 14.7 L ---- 40.0 ---- ---- 0.0 0.00 14.7 ---- 0.0 0.00 14.7 7.0 ---- 40.0 ---- ---- 0.00 0.00 14.7 ---- 0.00 0.00 14.7 B ---- 40.0 ---- ---- 0.0 0.00 14.7 ---- 0.0 0.00 14.7 5.0 ---- 40.0 ---- ---- 0.00 0.00 14.7 ---- 0.00 0.00 14.7 22 21 10.50 2LR ---- 40.0 ---- ---- 0.0 0.00 14.7 ---- 0.0 0.00 14.7 150 23 1.101 15.0 ---- 40.0 --------0.00 0.00 14.7 ---- 0.00 0.00 14.7 23 18 10.00 L ---- 30.0 ---- ---- -9.0 0.27 19.3 -----9.0 0.27 19.3 150 24 1.101 7.0 ---- 20.0 ---- ---- - 0.02 4.33 23.9 -----0.02 4.33 23.9 24 24 24.00 LB2R ---- 20.0 ---- ---- -9.0 0.59 23.9 -----9.0 0.59 23:9 150 12 1.101 14.0 ---- 20.0 ---- ---- - 0.02 0.00 24.5 -----0.02 0.00 24.5 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 Ell, B=TeeBch, R=TeeRun, CCouplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 10.31 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.31 ft/s with 1 sprinklers flowing. I 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 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 Coupig SwgChk GatVlv X Y z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 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 0.02 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 55.1 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 14.7 psi at node 23. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi 0 25.0 gpm B = Required Water Supply D = Required Water Supply 55.1 psi 0 25.0 gpm 55.1 psi 0 25.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE C 2HD CALC 16X16 @ 4TH FLOOR STAIRS Date: 3/5/2015 File No: 8169 Data File Name: 2HD 4TH FLOOR STAIRS.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 0.874 in. Drop: K=4.71 (Incl. 1 Tee) 0.0 ft. x 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.6 21 18.0 72.0 44.9 2 13.0 7.6 21 31.6 72.0 61.3 REVIEWING AUTHORITY Ventura County Fire Dept. 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 *5jj FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 18.00 BG ---- -3.0 SRCE 18.0 2.19 44.9 ---- 31.6 6.22 61.3 150 2 0.995 6.0 ---- ---- ---- ---- 0.09 0.43 42.3 ---- 0.26 0.43 54.7 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.07 42.3 ---- 31.6 0.20 54.7 150 3 1.055 0.0 ---- ---- ---- ---- 0.07 0.00 38.2 ---- 0.20 0.00 50.5 3 3 1.00 150 4 1.598 4 4 1.00 150 5 1.598 5 5 1.00 150 6 1.055 6 6 20.00 150 7 1.598 7 7 5.00 150 8 1.505 8 8 4.00 150 9 1.101 R ---- ---- ---- ----- 18.0 0.02 38.2 ---- 31.6 0.05 50.5 1.0 ---- -2.0 -5 5 0.01 0.00 38.2 5 0.03 0.00 50.4 R -----2.0 -5 5 13.0 0.01 38.2 5 26.6 0.04 50.4 1.0 ---- ---- ---- ---- 0.00 0.00 38.2 ---- 0.02 0.00 50.4 -7.0 -2.0 ---- ---- 13.0 0.04 38.2 ---- 26.6 0.14 50.4 0.0 ---- ---- ---- ---- 0.04 0.00 31.1 ---- 0.14 0.00 43.2 R ---- ---- ---- ---- 13.0 0.10 31.1 ---- 26.6 0.39 43.2 1.0 ---- ---- ---- ---- 0.00 0.00 31.0 ---- 0.02 0.00 42.8 LR ---- ---- ---- ---- 13.0 0.08 31.0 ---- 26.6 0.30 42.8 7.0 ---- 2.0 ---- ---- 0.01 1.73 29.2 ---- 0.03 1.73 40.8 RS ---- 2.0 ---- ---- 13.0 0.40 29.2 ---- 26.6 1.50 40.8 9.0 ---- 6.0 ---- ---- 0.03 1.73 27.1 ---- 0.12 1.73 37.6 9 9 4.00 R ---- 6.0 ---- ---- 13.0 0.15 27.1 ---- 26.6 0.58 37.6 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.03 1.73 25.2 ---- 0.12 1.73 35.3 10 10 23.80 2E2L2R ---- 10.0 ---- ---- 13.0 1.28 25.2 ---- 26.6 4.82 35.3 150 11 1.101 18.0 ---- 10.0 ---- ---- 0.03 0.00 23.9 ---- 0.12 0.00 30.4 11 11 10.00 B ---- 10.0 ---- ---- 13.0 0.46 23.9 ---- 26.6 1.73 30.4 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.03 4.33 19.1 ---- 0.12 4.33 24.4 12 12 10.20 LBR ---- 20.0 ---- ---- 6.7 0.21 19.1 ---- 13.6 0.78 24.4 150 13 1.101 13.0 ---- 20.0 ---- ---- 0.01 0.00 18.9 ---- 0.03 0.00 23.6 13 13 10.00 B ---- 20.0 ---- 6.7 0.13 18.9 ---- 13.6 0.50 23.6 150 14 1.101 5.0 ---- 30.0 ---- ---- 0.01 4.33 14.4 ---- 0.03 4.33 18.8 14 14 5.30 2EBR ---- 30.0 ---- ---- 6.7 0.12 14.4 ---- 13.6 0.44 18.8 150 23 1.101 8.0 ---- 30.0 ---- ---- 0.01 0.00 14.3 ---- 0.03 0.00 18.3 15 23 4.70 B ---- 30.0 ---- ---- 0.0 0.00 14.3 ---- 0.0 0.00 18.3 150 24 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 14.3 ---- 0.00 0.00 18.3 16 23 10.20 2E3R ---- 30.0 ---- ---- 6.7 0.13 14.3 ---- 13.6 0.51 18.3 150 15 1.101 5.0 ---- 30.0 ---- ---- 0.01 0.00 14.2 ---- 0.03 0.00 17.8 17 15 7.40 B ---- 30.0 ---- ---- 13.0 0.38 14.2 ---- 26.6 1.43 17.8 150 16 1.101 5.0 ---- 30.0 ---- ---- 0.03 0.00 13.8 ---- 0.12 0.00 16.4 18 15 .10 '4 150 17 1.101 19 16 10.00 150 18 1.101 20 18 8.40 150 19 1.101 21 19 0.80 150 20 1.101 BR ---- 30.0 ---- ---- -6.3 0.08 14.2 ---- -13.0 0.31 17.8 6.0 ---- 30.0 ---- ---- - 0.01 0.00 14.3 ---- -0.03 0.00 18.1 B ---- 30.0 ---- ---- 13.0 0.46 13.8 ---- 26.6 1.73 16.4 5.0 ---- 40.0 ---- ---- 0.03 4.33 9.0 ---- 0.12 4.33 10.3 L ---- 40.0 ---- ---- 13.0 0.47 9.0 ---- 26.6 1.78 10.3 7.0 ---- 40.0 ----- ---- 0.03 0.00 8.5 ---- 0.12 0.00 8.5 B ---- 40.0 ---- ---- 0.0 0.00 8.5 ---- 13.6 0.19 8.5 5.0 ---- 40.0 4.71 ---- 0.00 0.00 8.5 13.6 0.03 0.00 8.3 22 19 13.00 2E2LR ---- 40.0 ---- ---- 13.0 0.92 8.5 ---- 13.0 0.92 8.5 150 211.101 17.0---- 40.0 4.71 13.0 0.03 0.00 7.6 13.0 0.03 0.00 7.6 23 17 10.00 L ---- 30.0 ---- ---- -6.3 0.14 14.3 ---- -13.0 0.52 18.1 150 22 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 18.7 ---- -0.03 4.33 23.0 24 22 24.70 2EL2B2R ---- 20.0 ---- ---- -6.3 0.37 18.7 -----13.0 1.40 23.0 150 12 1.101 21.0 ---- 20.0 ---- ---- - 0.01 0.00 19.1 -----0.03 0.00 24.4 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 FE - Pressure Loss due to Elevation E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatViv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 7.41 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 13.03 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 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 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.15 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 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 61.3 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 316.1 gallons. The minimum pressure at any node is 7.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67 . 5 P 60.0 R E 52.5 S S 45.0 U R 37.5 E 30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500 gpm (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi 0 18.0 gpm 72.0 psi 0 31.6 gpm B = Required Water Supply D = Required Water Supply 44.9 psi @ 18.0 gpm 61.3 psi 0 31.6 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Seagrove Carlsbad, CA 92008 2531-2601 State St. PLAN TYPE C 1HD CALC 20X20 @ 3RD FLOOR WIC Date: 3/5/2015 File No: 8169 Data File Name: 1HD 3RD FLOOR WIC.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 0.874 in. Arm-Over: K=4.67 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 12-15-14 By: CARLSBAD WATER DEPT Static: 72.0 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 4 SPRINKLER DEMAND No.Spklrs. Min Spkir. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 20.0 18.0 24 25.0 72.0 55.0 1 20.0 18.0 24 25.0 72.0 55.0 REVIEWING AUTHORITY Ventura County Fire Dept. RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * ]. 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 18.00 BG -----3.0 SRCE 25.0 4.03 55.0 ---- 25.0 4.04 55.0 150 2 0.995 6.0 ---- ---- ---- ---- 0.17 0.43 50.6 ---- 0.17 0.43 50.6 2 2 1.00 -4.0 -2.0 ---- ---- 25.0 0.13 50.6 ---- 25.0 0.13 50.6 150 3 1.055 0.0 ---- ---- ---- ---- 0.13 0.00 46.4 ---- 0.13 0.00 46.4 3 3 1.00 R ---- ---- ---- ---- 25.0 0.03 46.4 ---- 25.0 0.03 46.4 150 4 1.598 1.0 ---- -2.0 -5 5 0.02 0.00 46.4 5 0.02 0.00 46.4 4 4 1.00 R ---- -2.0 -5 5 20.0 0.02 46.4 5 20.0 0.02 46.4 150 5 1.598 1.0 ---- ---- ---- ---- 0.01 0.00 46.4 ---- 0.01 0.00 46.4 5 5 1.00 -7.0 -2.0 ---- ---- 20.0 0.08 46.4 ---- 20.0 0.08 46.4 150 6 1.055 0.0 ---- ---- ---- ---- 0.08 0.00 39.3 ---- 0.08 0.00 39.3 6 6 20.00 R ---- ---- ---- ---- 20.0 0.23 39.3 ---- 20.0 0.23 39.3 150 7 1.598 1.0 ---- ---- ---- ---- 0.01 0.00 39.1 ---- 0.01 0.00 39.1 7 7 5.00 LR ---- ---- ---- ---- 20.0 0.18 39.1 ---- 20.0 0.18 39.1 150 8 1.505 7.0 ---- 2.0 ---- ---- 0.01 1.73 37.2 ---- 0.01 1.73 37.2 8 8 4.00 RS ---- 2.0 ---- ---- 20.0 0.88 37.2 ---- 20.0 0.88 37.2 150 9 1.101 9.0 ---- 6.0 ---- ---- 0.07 1.73 34.5 ---- 0.07 1.73 34.5 9 9 4.00 R ---- 6.0 ---- ---- 20.0 0.34 34.5 ---- 20.0 0.34 34.5 150 10 1.101 1.0 ---- 10.0 ---- ---- 0.07 1.73 32.5 ---- 0.07 1.73 32.5 10 10 23.75 2E2L2R ---- 10.0 ---- ---- 20.0 2.84 32.5 ---- 20.0 2.84 32.5 150 11 1.101 18.0 ---- 10.0 ---- ---- 0.07 0.00 29.6 ---- 0.07 0.00 29.6 11 11 10.00 B ---- 10.0 ---- ---- 20.0 1.02 29.6 ---- 20.0 1.02 29.6 150 12 1.101 5.0 ---- 20.0 ---- ---- 0.07 4.33 24.3 ---- 0.07 4.33 24.3 12 12 10.25 LBR ---- 20.0 ---- ---- 11.4 0.56 24.3 ---- 11.4 0.56 24.3 150 13 1.101 13.0 ---- 20.0 ---- ---- 0.02 0.00 23.7 ---- 0.02 0.00 23.7 13 13 10.00 B ---- 20.0 ---- ---- 11.4 0.36 23.7 ---- 11.4 0.36 23.7 150 14 1.101 5.0 ---- 30.0 ---- ---- 0.02 4.33 19.0 ---- 0.02 4.33 19.0 14 14 5.33 2EBR ---- 30.0 ---- ---- 11.4 0.32 19.0 ---- 11.4 0.32 19.0 150 23 1.101 8.0 ---- 30.0 ---- ---- 0.02 0.00 18.7 ---- 0.02 0.00 18.7 15 23 4.66 B ---- 30.0 ---- ---- 20.0 0.66 18.7 ---- 20.0 0.66 18.7 150 24 1.101 5.0 ---- 30.0 4.71 20.0 0.07 0.00 18.0 20.0 0.07 0.00 18.0 16 23 10.16 2E3R ---- 30.0 --- ---- - 8.6 0.21 18.7 ---- -8.6 0.21 18.7 150 15 1.101 5.0 ---- 30.0 ---- ---- - 0.01 0.00 18.9 -----0.01 0.00 18.9 17 15 7.41 B ---- 30.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 18.9 150 16 1.101 5.0 ---- 30.0 ---- ---- 0.00 0.00 18.9 ---- 0.00 0.00 18.9 '4 41815 4.08' 150 17 1.101 4' 19 16 10.00 150 18 4 1.101 20 18 8.41 150 19 1.101 21 19 0.75 150 20 1.101 BR ---- 30.0 ---- ---- -8.6 0.14 18.9 ---- -8.6 0.14 18.9 6.0 ---- 30.0 ---- ---- - 0.01 0.00 19.0 -----0.01 0.00 19.0 B ---- 30.0 ---- ---- 0.0 0.00 18.9 ---- 0.0 0.00 18.9 5.0 ---- 40.0 ---- ---- 0.00 4.33 14.6 ---- 0.00 4.33 14.6 L ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 7.0 ---- 40.0 ---- ---- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 B ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 5.0 ---- 40.0 ---- ---- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 22 19 13.00 2E2LR ---- 40.0 ---- ---- 0.0 0.00 14.6 ---- 0.0 0.00 14.6 150 21 1.101 17.0 ---- 40.0 ---- ---- 0.00 0.00 14.6 ---- 0.00 0.00 14.6 23 17 10.00 L ---- 30.0 ---- ---- -8.6 0.24 19.0 -----8.6 0.24 19.0 150 22 1.101 7.0 ---- 20.0 ---- ---- - 0.01 4.33 23.6 ---- -0.01 4.33 23.6 24 22 24.66 2EL2B2R ---- 20.0 ---- ---- -8.6 0.65 23.6 ---- -8.6 0.65 23.6 150 12 1.101 21.0 ---- 20.0 ---- ---- - 0.01 0.00 24.3 ---- -0.01 0.00 24.3 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 Eli, L=90 Eli, B=TeeBch, R=TeeRun, C=Coupig, S=SwgChk, G=GatViv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 1 at 10.31 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 1 at 10.31 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 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 r ,PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (ii) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 0.995 1.00 2.00 6.00 2.00 2.00 6.00 0.00 0.00 0.00 0.00 4 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 2.00 4.00 9.00 3.00 3.00 10.00 0.00 0.00 0.00 0.00 PAGE: M MATERIAL: Copper Tube-M 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 1.055 2.00 3.00 8.00 3.00 3.00 8.00 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.4 computer program (License No. 38061304 to provide an average imbalance of p0.010 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 0.02 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 55.0 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 14.6 psi at node 21. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 75.0 67.5 P 60.0 R E 52 .5 S S 45.0 U R 37.5 E .30.0 P 22.5 S I 15.0 7.5 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 72.0 psi, Residual = 20.0 psi @ 1500. gpm (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 72.0 psi @ 25.0 gpm 72.0 psi @ 25.0 gpm B = Required Water Supply D = Required Water Supply 55.0 psi @ 25.0 gpm 55.0 psi @ 25.0 gpm