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Home My WebLink About2558 WEST RANCH ST; ; FPR2017-0001; PermitPERMIT REPORT city of Carlsbad Print Date: .10/24/2022 Job Address: 2558 WEST RANCH ST, CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2081951000 Track #: Valuation: $2,135,416.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2017-0001 Status: Closed - Finaled Single Family Fire Sprinkl Applied: 01/03/2017 Issued: 01/26/2017 LEV11017 Finaled Close Out: 10/24/2022 Final Inspection: INSPECTOR: Fieri, Dominic Project Title: ROBERTSON RANCH WEST VILLAGE Description: ROBERTSON RANCH APTS -OVERHEAD SPRINKLER / BLDG 2 FPContractor: INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVE, # STE 101 SANTEE, CA 92071-4457 (619) 593-8200 FEE AMOUNT FIRE NFPA 13R System 3-16 units (per building) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665,1760-602-8561 f I www.carlsbadca.gov ROBERTSON RANCH WEST VILLAGE ROBERTSON RANCH APARTMENTS BLDG# ADDRESS PERMIT# 2 2558 WEST RANCH ST FPR2017-0001 3 2562 WEST RANCH ST FPR2017-0002 4 2568W RANCH ST FPR2017-0003 5 2546W RANCH ST FPR2017-0004 6 255OW RANCH ST FPR2017-0005 7 2554 W RANCH ST FPR2017-0006 8 2542W RANCH ST FPR2017-0007 9 2538W RANCH ST FPR2017-0008 10 2526W RANCH ST FPR2017-0009 11 2S22W RANCH ST FPR2017-0010 12 2534W RANCH ST FPR2017-0011 13 253OW RANCH ST FPR2017-0012 14 2518W RANCH ST FPR2017-0013 15 2514 W RANCH ST FPR2017-0014 16 251OW RANCH ST FPR2017-0015 18 4889 ROBERTSON RD FPR2017-0016 19 4861 ROBERTSON RD FPR2017-0017 20 4865 ROBERTSON RD FPR2017-0018 21 4869 ROBERTSON RD FPR2017-0019 22 4873 ROBERTSON RD FPR2017-0020 23 4877 ROBERTSON RD FPR2017-0021 24 4881 ROBERTSON RD FPR2017-0022 25 4885 ROBERTSON RD FPR2017-0023 SEE PERMIT FPR2017-0001 2558 WEST RANCH ST FOR CALCS & PLANS 0 .pn I ROBERTSON RANCH -MARKET RATE APARTMENTS CENTAUR GENERAL ENGINEERING INC. UNDERGROUND PERMITS_ 9-13-16 2 2558 WEST RANCH ST. CB160120 AS160274 3 2562 WEST RANCH ST. CB161870 A5160275 , 4 2568 WEST RANCH ST. CB160128 A5160276 2546 IWEST RANCH ST. CB161989 A5160277 6 2550 WEST RANCH ST. CB160129 AS160278 ç 7 2554 WEST RANCH ST. CB161990 A5160279 8 2542 WEST RANCH ST. C13161991 A5160280 9 2538 WEST RANCH ST. CB161992 AS160281 V 10 2526 WEST RANCH ST. C8160130 AS160282 j 11 2522 WEST RANCH ST. CB161993 A5160283 / 12 2534 WEST RANCH ST CB161994 A5160284 j 13 2530 WEST RANCH ST. CB161995 A5160285 14 2518 WEST RANCH ST C13161996 A5160286 15 2514 WEST RANCH ST. CB160131 A5160287 NEST RANG! I ST 16 2510 E13+54586— *6O96— '.1 17 2536 WEST RANCH ST. CB161883 N/A 18 4889 ROBERTSON RD. CB161874 AS160288 19 4861 ROBERTSON RD. CB161987 AS160289 .1 20 4865 ROBERTSON RD., CB160132 A5160290 - 21 4869 ROBERTSON RD. CB161997 A5160291 22 4873 ROBERTSON RD. CB161998 A5160292 23 4877 ROBERTSON RD. CB160133 A5160293 / 24 4881 ROBERTSON RD. CB161999 AS160294 / td, 25 4885 ROBERTSON RD. CB162000 A5160295 F'.7V1- oOo -000 7 -000 -000 -tolook. do - 0 t- - -, oo\J - 0'Q 1 00 11'' a 0 RECEIVED Oct 242016 CARLSBAD FIRE DEPARTMENT CARLSBAD FIRE DEPARTMENT PREVENTION DIVISION 1635 FARADAY AVENUE CARLSBAD CA 92008 760-602•4665 Construction Permit Application Form Name of Project: kc-( //J<CnT 1-T6T ,4P7$7 Address of job site: c_ ) Suite # Building Permit No: CB or Project I.D.: C. Contractor Information Company Name Address 97M 677r -'o.ts Av Cit' Phone: V5- Zc Fax:(jc Contractor License Class and Number C- / ( —71 you currently have a-.business license on file with the City Name: Signature: - Submit plans and co state 2'A- Zip -O7'/ c-1II3E-MaiI: _3i°Q Ok ± Exp. Date: g . - I 7 Do rlsbad? Yes or No No: -11 _ Date: ( permit application to: CARLSBAD FIRE PREVENTION 1635 FARADAY AVENUE CARLSBAD, CA 92008-7314 (760) 602-4665 Fax: (760) 602-8561 firemail@carlsbadca.gov Office Hours are: M-TH 7:30 a.m. - 5:30 p.m. PST FRI 8:00 a.m. - 5:00 p.m. PST To Schedule an Inspection: For inspections ONLY, please call (760) 602-4660, a minimum of two days in advance. Calls will be returned by the end of the next business day. Inspection Hours are: 6:30 AM — 5:00 PM Re-inspection fees and Hydrant Flow Test fees must be paid at the above address prior to receiving an inspe c t i o n . I n s p e c t i o n Personnel are prohibited by law from accepting payments in the field. All payments must be made at t h e a d d r e s s a b o v e . Plan Check status Inquiries: Allow at least 10 business days for plan review comments and/or approva l . T h i s o f f i c e w i l l c o n t a c t you when the plans are approved / disapproved. Please include a self-addressed stamped envelope for mail return of plans. If after 10 business days you have not received a communication from our office, you may contact us at 7 6 0 - 6 0 2 - 4 6 6 5 , b y F A X t o 760-602-8561 or e-mail us at: firemail@carlsbadca.gov Revised 9/3/2014 INNOVATIVE FIRE PROTECTION; INC. 877,9 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR ROBERTSON-RANCH MARKET RATE APTS 2562 WEST RANCH STREET CARLSBAD, CA WORST CASE:-,BLDG TYPE 1-BLDG 3 THIRD FLOOR FILE. NUMBER: 06158 DATE: OCTOBER 19, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 338 sq. ft. COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.0 gpm TOTAL WATER REQUIRED (including hOse) 54.0 gpm FLOW AND PRESSURE (8 BOR) 54.0 gpm 8 36.9 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 80.0 KIWI] G A U 60.0 G E 50.0 P R E S 40.0 S U R 30.0 E 20.0 10.0 -14. WATER SUPPLY ANALYSIS Static: 72.26 psi Resid: 67.07 psi Flow: 1500.0 gpm Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the soürc • SPRINKLER'SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 10/20/2616OBERTSON RANCH MARKET RATE APTS -BLDG: 3(31kD) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH APTS - NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG • (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 51 72.3 67.1 1500.0 72.2 54.0 51.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE • 54.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE • PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) Si 130.0 SOURCE 51.6 54.0 Dli 130.0 - - - - • 51.6 - - - BF1 136.0 - - - - 49.0 - - - BF2 136.0 - - - - 37.0 -, - - D12 130.0 - - - - 39.6 - - - Ui 130.0 - - - - 39.6 - - - U2 132.0 - - - - 38.7 - - - U3 134.0 - - - - 37.8 - - - U4 135.0 - - - - 37.4 - - - U5 133.0 - - - - 38.3 - - - Ti 135.0 - - - - 37.4 - - - BOR1 136.0 - - - - 36.9 - - - TORi 145.0 - - - - 30.8 - - - 1 145.0 - - - - 29.5 - - - 1A 145.0 - - - - 28.7 - - - lB 145.0 - - - - 27.9 - - - 2 145.0 - - - - 27.5 - - - 3 145.0 - - - - 27.3 - - - 4 145.0 - - - - 27.3 - - - 5 145.0 - - - - 27.1 - - - 6 155.0 - - - - 20.4 - - - 7 155.0 - - - - 20.3 - - - 8 155.0 - - - - 20.2 - - - 9 155.0 - - - - 20.3 - - - 9A 155.0 - - - - 20.3 - - - 9B 155.0 - - - - 20.3 - - - 9C 155.0 - - - - 20.3 - - - 201 155.0 - - - - 20.3 - - - 202 155.0 - - - - 20.3 - - - 203 155.0 - - - - 20.3 - - - 204 155.0 - - -- - 20.3 - - - 10 165.0 - - - - 12.4 - - - ii 165.0 - - - - 12.4 - - - 12 165.0 - - - - 10.1 - - - • : : SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 10/20/2O16OBERTSON RANCH MARKET RATE APTS-BLDG 3(3RD) (10-20-16) SDF JOB TITLE ROBERTSON NCHThPT$ - NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) 14 1650 - - - - 15 165.0 - - - - 7.4 - - • 16 165.0 - - 9:8 - - - 17 165.0 - - - - 9:3 - - - • 301 1650 I< 4.90 8. 14.6 302 165.0 K= 4.90 7.1 13.0. 303 165.0 K= 4.90 74 13.3 304 165.0 K 4.90 7.0 13.0 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS .. Page 4 DATE : 10/20/2016OBERTsoN RANCH MARKET RATE APTS-BLDG 3(3Rb) (102016) .SDF JOB TITLE: ROBERTSON RANCH APS . . NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT . (q) Node! Nom ID Eq.Ln. F (Pe) . Ne To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 Source 0.0 86.00 150 51.6 Si 130.0 51.6 54.0 BF1 18.000 T:43.9 43.86 0.0. Dli 130.0 51.6 54.0 7.680 G: 0.0 129.86 0.000 0.0: Pipe: 2 0.0 0.0 . 6.00 140 51.6 Dli 130.0: 51.6 54.0 BF2 D8.000 2E:62.0 62.00 2.6. BF1 136.0 49.0 54.0 8.390 68.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device : BF1 136.0 49.0 54.0 D12 12.0 psi, 54.0 gpm BF2 136.0 37.0 54.0 Pipe: 4 0.0 0.0 6.00 140 37.0 BF2 136.0 37.0 54.0 Ui D8.000 2E:62.0 62.00 -2.6 D12 130.0 39.6 54.0 8.390 68.00 0.000 0.0 Pipe: 5 0.0 15.6 US E:22.6 180.00 150 39.6 D12 130.0 39.6 38.4 U2 18.000 T:43.9 66.42 0.0 Ui 130.0 39.6 54.0 7.680 2L: 0.0 246.42 0.000 0.0 Pipe: 6 0.0 0:0 75.00 150 39.6 Ui 130.0 39.6 38.4 U3 18.000 ---- 0.00 0.9 U2 132.0 38.7 38.4 7.680 75.00 0.000 0.0 Pipe: 7 0.0 54.0 Ti 100.00 150 38.7 U2 132.0 38.7 -15.6 U4 18.000 T:43.9 43.86 0.9 U3 i34.0 37.8 38.4 7.680 143.86 0.000 0.0 Pipe: 8 0.0 0.0 - 210.00 150 37.8 U3 134.0 37.8 54.0 BOR1 18.000 4E:90.2 90.24 0.4 Ti 135.0 37.4 54.0 7.680 G: 0.0 300.24 0.000 0.0 Pipe: .9 0.0 0.0 30.00 150 37.4 Ti 135.0 37.4 54.0 TORi 14.000 2E:31.9 31.86 0.4 BORi 136.0 36.9 54.0 4.070 61.86 0.001 0.0 Pipe: io 0.0 54.0 Ti E:22.6 525.00 150 37.4 U4 135.0 37.4 -3.8.4 U2 18.000 6L: 0.0 22.56 -0.4 U3 134.0 37.8 15.6 7.680 G: 0.0 547.56 0.000 0.0 Pipe: ii 0.0 0.0 2E:45.1 220.00 150 38.3 U5 133.0 38.3 15.6 U3 18.000 T:43.9 88.98 0.9 U4 135.0 37.4 15.6 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 12 0.0 0.0 2E:45.1 220.00 150 39.6 Ui 130.0 39.6 15.6 U4 18.000 T:43.9 88.98 1.3 05 133.0 38.3 15.6 7.680 G: 0.0 308.98 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE l0/20/20l6OBERTSON RANCH MARKET RATE-,APTS-BLDG 3(3RD) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH ARTS.,. .' ' : Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node! Nom IP Eq Ln F (Fe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 . 9.00 150 36-1 91 BOR1 136.0 36.9 54 0 1 Fl 500 E 9.0' 23 00 3 9 TORi 145.0 30.8 54.,0 • 1.598 C:14.0 32.00 0.070 2.2 Pipe: 14 0.0 9.1. it 1.50 150 30. TORi 145.0 __3.0,_8_ 44.9 lA F1.500 E: 9.0 1700_ 0.0 1 145.0 29.5 54.0 1.598 T: 8.0 18.50 0.070 1.3 Pipe: 15 0.0 6.9 13 8.00 150 29.5 1 145.0 29.5 38.1 2 F1.500 T: 8.0 8.00 0.0 lA 145.0 28.7 44.9 1.598 16.00 0.050 0.8 Pipe: iSA 0.0 15.9 4 92.00 150 29.5, 1 145.0 29.5 -6.9 1A F1.000. E: 7.0 .12.00 0.0' lB 145.0 27.9 9.1 1.101 T: 5.0 104.00 0.016 1.6 Pipe: 15B. 0.0 31.3 6 17.00 150 28.7 1A 145.0 28.7 6.8 3 F1.500 2T:16.0 16.00 0.0 2 145.0 27.5 38.1 1.598 33.00 0.036 1.2 Pipe: 16 0.0 15.9 4 84.00 150 28.7 lA 145.0 28.7 -9.1 1 F1.000 T: 5.0 5.00 0.0 lB 145.0 27.9 6.9 1.101 89.00 0.009 0.8 Pipe: 16A 0.0 19.9 5 8.00 150 27.9 lB 145.0 27.9 -3.9 3 F1.000 T: 5.0 5.00 0.0 4 145.0 27.3 15.9 1.101 13.00 0.045 0.6 Pipe: 17 0.0 3.9 4 60.00 150 27.5 2 145.0 27.5 2.8 5 F1.250 T: 6.0 6.00 0.0 3 145.0 27.3 6.8 1.394 66.00 0.003 0.2 Pipe: 18 0.0 22.7 8 75.00 150 27.3 3 145.0 27.3 -19.9 4 F1.000 4T:20.0 .20.00 0.0 5 ' 145.0 27.1 2.8 1.101 95.00 0.002 0.2 Pipe: 19 0.0 19.9 5 16.00 150 27.3 3 145.0 27.3 ' -15.9 lB F1.250 T: 6.0 6.00 0.0 4 145.0 27.3 3.9 1.394 22.00 0.001 0.0 Pipe: 20 0.0 22.7 8 ' 1.00 150 27.3 4 145.0 27.3 -2.8 3 F1.250 T: 6.0 6.00 0.0 5. 145.0 27.1 19.9 1.394 7.00 0.021 0.1 Pipe: 21 0.0 27.7 10 10.50 150 27.5 2 145.0 27.5 3.6 7 F1.000 E: 7.0 7.00 4.3 6 155.0 20.4 31.3 1.101 17.50 0.156 2.7 Pipe: 22 0.0 26.3 11 11.00 150 27.1 5 145.0 21.1 -3.6 7 F1.000 2E:14.0 19.00 4.3 8 155.0 20.2 22.7 1.101 T: 5.0 30.00 0.086 2.6 SPRINKLE. SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 10!20/2016OBERT80N RANCH MARKET RATE APTS-BLDG 3(3RD) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH APTS .. Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (.q Node! Nom ID Eq.Ln. F (Pe)-,., Nbte To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 23 0.0 0.9 9B 24.50 150 20. .6 155.0 20.4 2.1 8 F1.000 E: 7.0 17.00 0.O, 7 155.0 20.3 3.6 1.101 2T:10.0 41.50 0.003 0.1 Pipe: 24 0.0 26.3 11 75.00 150 20.3 7 155.0 20.3 -24.35 F1.000 E: 7.0 12.00 8 155.0 20.2 2.1 1.101 T: 5.0 87.00 0.001 Pipe: 25 0.0 1.6 9A 72.00 150 20.3 7 155.0 20.3 -0.9 9C F1.000 E: 7.0 12.00 0.0 9B 155.0 20.3 0.7 1.101 T: 5.0 84.00 0.000 0.0 Pipe: 26 0.0 26.3 11 60.00 150 20.3 9 155.0 20.3 -24.8 5 F1.000 K: 7.0 17.00 0.0 8 155.0 20.2 1.6 1.101 2T:10.0 77.00 0.001 0.0 Pipe: 27 0.0 0.0 21.00 150 20.3 203 155.0 20.3 1.6 8 F1.000 T: 5.0 5.00 0.0- 9 155.0 20.3 1.6 1.101 26.00 0.001 0.0 Pipe: 28 0.0 0.0 8.00 150 20.3 9A 155.0 20.3 1.6 9 F1.000 T: 5.0 5.00 0.0 203 155.0 20.3 1.6 1.101 13.00 0.001 0.0 Pipe: 29 0.0 0.0 3.00 150 20.3 204 155.0 20.3 0.0 Fl.000 E: 7.0 7.00 0.0 9A 155.0 20.3 0.0 1.101 10.00. 0.000 0.0 Pipe: 30 0.0 0.0 8.00 150 20.3 9B 155.0 20.3 1.6 203 F1.000 T: 5.0 5.00 0.0 155.0 20.3 1.6 1.101 13.00 0.001 0.0 Pipe: 31 0.0 0.0 6.00 150 20.3 9C 155.0 20.3 0.0 F1.000 T: 5.0 5.00 0.0 9B 155.0 20.3 0.0 1.101 11.00 0.000 0.0 Pipe: 32 0.0 0.0 6.00 150 20.3 202 155.0 20.3 0.0 F1.000 T: 5.0 5.00 0.0 9C 155.0 20.3 0.0 1.101 11.00 0.000 0.0 Pipe: 33 0.0 0.0 23.00 150 20.3 201 155.0 20.3 0.0 F1.000 2E:14.0 24.00 0.0 9C 155.0 20.3 0.0 . 1.101 2T:10.0 47.00 0.000 0.0 Pipe: 34 0.0 1.6 9A 35.00 150 20.3 7 155.0 20.3 -0.7 7 F1.000 2T:10.0 10.00 0.0 93 155.0 20.3 0.9 1.101 45.00 0.000 0.0 Pipe: 35 0.0 0.0 10.50 150 20.4 6 155.0 20.4 27.7 16 F1.000 2E:14.0 19.00 4.3 10 165.0 12.4 27.7 1.101 T: 5.0 29.50 0.124 3.7 SPRINKLER SYSTEM HYDRAUIIC ANAIYSIS Page 7 DATE 10/20/201608ERTSON RANCH MARKET RATE APTS-BLDG 3(3RD) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH. APTS . Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq Ln F (Pe) To Node El (ft) PT Tot. (Q)•Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 36 . 0.0 26.3.. 12. 11.50 150 20.2 :: 8 . 155.0 20.2 0.0 10 F1.000 2E:14.0 19.00 4.. 11 165.0 12.4 26.3 1.101 T: 5.0 30.50 0.113 3.4• Pipe: 37 0.0 27.7 16 93.00 150 12.4 11 165.0 12.4 -27.7_6 F1.000 2T:10.0 10.00 . 10 165.0 12.4 0.0 1.101 10300 0.000 0.0 Pipe: 38 . 0.0 8.0 17 16.00 150 12.4. 11 165.0 12.4 18.3 303 F1.000 T: 5.0 5.00 0.0 12 165.0 10.1 26.3 1.101 21.00 0.113 2.4 4.90 13.3 Disch Pipe: 39 0.0 39.00 150 10.1 12 165.0 10.1 5.0 14 F1.000 2F: 2.0 7.00 0.0 303 165.0 7.4 18.3 1.101 T: 5.0 46.00 0.058 2.7 Pipe: 40 0.0 14.6 301 58.00 150 10.1 12 165.0 10.1 -6.6 16 F1.000 F: 1.0 6.00 0.0 17 165.0 9.3 8.0 1.101 T: 5.0 64.00 0.012 0.8 Pipe: 41 4.90 14.6 Disch 2.50 150 - 9.3 17 165.0 9.3 0.0 F1.000 E: 7.0 7.00 0.0 301 165.0 8.9 14.6 1.101 9.50 0.038 0.4 Pipe: 42 0.0 13.0 304 8.00 150 7.4 303 165.0 7.4 -8.0 304 F1.000 T: 5.0 5.00 0.0 14 165.0 7.3 5.0 1.101 13.00 0.005 0.1 Pipe: 43 4.90 13.0 Disch 3.00 150 7.3 14 165.0 7.3 0.0 F1.000 E: 7.0 7.00 0.0 304 165.0 7.0 13.0 1.101 10.00 0.031 0.3 Pipe: 44 0.0 13.0 304 2.50 150 7.4 15 165.0 7.4 -5.0 303 F1.000 T: 5.0 5.00 0.0 14 165.0 7.3 8.0 1.101 7.50 0.013 0.1 Pipe: 45 4.90 13.0 Disch 5.00 150 7.4 15 165.0 7.4 0.0 F1.000 E: 7.0 7.00 0.0 302 165.0 7.1 13.0 1.101 12.00 0.031 0.4 Pipe: 46 0.0 . 13.0 302 27.00 150 9.8 16 165.0 9.8 8.0 14 F1.000 T: 5.0 5.00 0.0 15 165.0 7.4 21.1 1.101 32.00 0.075 2.4 Pipe: 47 0.0 14.6 301 53.00 150 9.8 16 165.0 9.8 -8.0 12 F1.000 2T:10.0 10.00 0.0 17 165.0 9.3 6.6 1.101 63.00 0.009 0.6 Pipe: 48 0.0 6.6 17 16.00 150 12.4 10 165.0 12.4 21.1 15 F1.000 T: 5.0 5.00 0.0 16 165.0 9.8 27.7 1.101 21.00 0.124 2.6 TOTAL WATER REQUIRED (including hose): 56.9 gpm FLOW AND PRESSURE (@ BOR) : 56.9 gpm @ 34.3 psi SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYdUTY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: 1/2" inch INNOVATIVE FIRE PROTECTION, INC. JOE PLASSMEYEP. CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE 4 &CLICE& HRS SYSTEMS, INC. -14.7 Note: WATER SUPPLY ANALYSIS Static: 72.26 Psi Resid: 67.07 Psi Flow: 1500.0 gpm L LEGEND - Avai1b1e pressure 72.25 Ps]- @ 56.9 gpm 2 j Required pressure 18 Z71 H]CJ z-z O Z, Ztr1 o A. Source Supply curve C/I B. System Demand Curve t/) 0. N) HO C/) wz C') C') -Cf) N) z CD N) CD C' CnD I-. --.-- . - ' I Z 00 FLOW (GPM) Dashed Lines indicate extrapolated values Re s ), ,frñ;Test -- It On Site pressures are based on' hose s€ream 1'déduction--at 'h source -80.0 1 70.0 60 .0 G E 50.0 2. P R E S 40.0 S U R 30.0 S P20.0 1 10.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 10/20/201605ERTS0N RANCH MARKET RATE APTS-BLDG 3(2ND) (10-20-16) SPY JOB TITLE ROBERTSON RANCH APTS NFPA WATER SUPPLY ATA -SOURCE STATIC R ESID. FLOW AVAIL. TOTAL REQID NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Si 72.3 67.1 15000 72.2 56.9 48.9 AGGREGATE .FLO ANALYSIS: . TOTAL FLOW AT SOURCE,56.9 GPM TOTAL HOSE SREAMALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAMALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKtERS 5,6.9 GPM NODE ANALYSIS DATA. : . . ... NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) Si 130.0 SOURCE 48.9 56.9 Dli 130.0 - - - - 48.9 - - - BF1 136.0 - - - - 4-6.3 - - - BF2 136.0 - - - - 34.3 - - - DI2 1301.0 - - - - 36.9 - - - Ui 130.0 - - - - 36.9 - - -. U2 132.0 - - - - 36.1 - - - U3 134.0 - - - - 35.2 - - - U4 135.0 - - - - 34.8 - - - U5 133.0 Ti 135.0 - - - - 34.8 - - - BOR1 136.0 - - - - 34.3 - - - TORi 145.0: - - - - 27.9 - - - 1 145.0 - - - - 26.5 - - - 1A 145.0; - - - - 25.6 - - - lB 145.0. - - - - 24.7 - - - 2 145.0 - - - - - 24.3 - - - 3 145.0 - - - - 24.0 - - - 4 145.0 - - - - 24.0 - - - 145.0 . - - - - 23.8 - - - 6 155.0: - - - - 17.2 - - - 7 155.0 - - - - 13.4 - - - 8 155.0 - - - 16.3 - - - 9 155.0 - - - - 11.3 - - - 9A 155.0 - - - - - . 9.5 - - - 9B 155.0 - - - - 9.8 - - - 9C . 155.0. -. - '- 8.5 - - - 201 155.0 K= 4.90 7.0 13.0 202 155.0- K= 4.90 8.1 13.9 203 155.0.K= 4.90 9.6 15.2 204 155.0. , K= 4.90 - 9.1 14.8 10 165.0 - - - - 12.6 - - - ii 165.0 - - - - 12.3 - - - 12 . 165.0 - - - - 12.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 10/20/2016OBERTSON RANCH MARKET RATE APTS-BLDG 3(214D) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH APS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 14 1650 ---- 124 15 165.6 - - - 12.5 - - - 16 165.0 - - - - 12.5 - - - 17 165.0 301 165.0 - - - - 12.4 - - - 302 165.o.•. - - - 12.5 - - - 303 165.0. - - - - 12.4. - - - 304 165.0. - - - - 12.4 - - - • -- .- • . .• SPRINKLER SYSTEM HYDPULIC ANALYSIS Page 4 DATE 10/20/2016OBERTSON RANCH MARKET RATE APTS-BLDG 3(2ND) (1.&-20-16')'.§ F JOB TITLE ROBERTSON RANCH APTS NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frfl Node El (ft) PT (q) Node! Noin lb Eq.Ln. F (Pe) To Node El (ft) PT Tot (Q) Disch Act ID (ft..) T Pf/ft (Pf) Pipe: 1 Source 0.0 86.00 150 48.9 Si 130.0 4.9 56.9 BF1 18.000 T:43.9 43.86 0.0 Dli 130.0 48.9 56.9 7.680 G: 0.0 129.86 0.000 0.O. Pipe: 2 . 0.0 0.0 6.00 140 48.9± , Dli 130.0 48.9 56.9 -BF2, D8.000 2E:62.0 62.00. 2.6; BF1 136.0 46.3 56.9 8.390 68.00 0.000 0.0 Pipe: 3 0.0 • Fixed Pressure Loss Device BF1 136.0 46.3 56.9 DI2 12.0 psi, 56.9 gpm . • . BF2 136.0 34.3 56.9 • Pipe: 4 . . 0.0 0.0 6.00 1.40 34.3 •• SF2 136.0 34.3 56.9 Ui D8.000 2E:62.0 62.00 -2.6 D12 130.0 36.9 56.9 8.390 68.00 0.000 0.0 Pipe: 5 0.0 16.4 U,5 E:22.6 180.00 150 36.9 D12 130.0 36.9 40.5 U2 18.000 T:43.9 66.42 0.0 Ui 130:0 36.9 56.9 7.680 2L: 0.0 246.42 0.000 0.0 Pipe: 6 0.0 0.0 75.00 150 36.9 Ui 130.0 36.9 40.5 U3 18.000 ---- 0.00 0.9 U2 • 132.0 36.1 40.5 7.680 75.00 0.000 0.0 Pipe: 7 0.0 56.9 Ti . 100.00 150 36.1 U2 132.0 36.1 -16.4 t34 18.000 T:43.9 43.86 0.9 U3 134.0 35.2 40.5 7.680 143.86 0.000 0.0 Pipe: 3 0.0 0.0 210.00 150 35.2 U3 134.0 35.2 56.9 BORi 18.000 4E:90.2 90.24 0.4 Ti 135.0 34.8. 56.9 7.680 G: 0.0 300.24 0.000 0.0 Pipe: 9 0.0 0.0 30.00 150 34.8 Ti 135.0 34.8 56.9 TORi 14.000 2E:31.9 31.86 0.4 BOR1 136.0 34.3 56.9 4.070 61.86 0.001 0.0 Pi.pe:1-0 _00_56.9_rLi_____ ____E2_525Q0 i-EP 34.8 U4 135.0 34.8 -40.5 U2 18.000 6L: 0.0 22.56 -0.4 U3 134.0 35.2 16.4 7.680 G: 0.0 547.56 0.000 0.0 Pipe: ii 0.0 0.0 • 2E:45.1 220.00 150 35.6 U5 133.0 35.6 16.4 U3 18.000 T:43.9 88.98 0.9 04 135.0 34.8 16.4 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 12 0.0 0.0 2E:45.1 220.00 150 36.9 Ui 130.0 36.9 16.4 U4 18.000 T:43.9 88.98 1.3 US 133.0 35.6 16.4 7.680 G: 0.0 308.98 0.000- 0.0 • - f.fl SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 10/20/20160ERTSON RANCH MARKET RATE APTS-BLDG 3(2ND) (10-20-16) SDF JOB'TITLE::.*ROBERTSON RANCH APTS Pipe Tag K. ac Add Fl Add 51 To Fit L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq Ln F (Pe) 'NgT To Node El (ft) PT Tot (Q) Disch Act ID (ft.) T Pf/ft (Pf) 4 Pipe 13 0 0 0.0 9.00 150 34 3' BOR1 136.0 '34.3 56.9 1 F1.500 E: 9..0 23.00 3.9'.: TORi 145.0 27.9 56.9. 1.598 C:14.0 32.00 0.077 Pipe: 14 . 0.0 9.7 13 1.50 150 27.'9'', TORi 145.0 27.9 47.2 1A _F1..500 E: 9.0 17.00 1 145.0 26.5 56.9 • 1.598 T: 8.0 18.50 0.077 1.4 Pipe: 15 0.0 7.4 lB • • 8.00 150 26.5 1 145.0 26.5 39.8 2 F1.500 T: 8.0 8.00 0.0 ' 1A 145.0 25.6 47.2 • 1.598 16.00 0.054 0.9 Pipe: 15A • 0.0 17.1 4 • 92.00 150 26.5. 1 145.0 26.5 -7.4 1A F1.000 E: 7.0 12.00 0.0 - lB 145.0 24.7 9.7 1.101 T: 5.0 104.00 0.018 1.8 Pipe: 15B 0.0 . 31.4 6 . 17.00 150 25.6 • 1A 145.0 .25.6 8.4 3 F1.500 2T:16.0 16.00 0.0 2 145.0 24.3 39.8 1.598 33.00 0.040 1.3 Pipe: 16 0.0 17.1 4 84.00 150 25.6. 1A 145.0 25.6 -9.7 1 F1.000 T: 5.0 5.00 0.0 lB 145.0 24.7 7.4 1.101 89.00 0.011 1.0 Pipe: 16A 0.0 22.3 5 • 8.00 150 24.7 lB 145.0 24.7 -5.2 3 F1.000 T: 5.0 5.00 0.0 4 145.0 24.0 17.1 1.101 13.00 0.051 0.7 Pipe: 17 0.0 5.2 4 60.00 150 24.3 2 145.0 . 24.3 3.2 5 F1.250 T: 6.0 6.00 0.0 3 145.0 24.0 8.4 1.394 66.00 0.004 0.3 Pipe: 18 '0.0 25.5 8 75.00 150 24.0 3 145.0 24.0 -22.3 4 F1.000 4T:20.0 20.00 0.0 5 145.0 .23.8 3.2 1.101 95.00 0.002 0.2 Pipe: 19 0.0 22.3 5 16.00 150 24.0 3 145.0 24.0 -17.1 lB F1.250 T: 6.0 6.00 0.0 4 145.0 24.0 5.2 1.394 22.00 0.002 0.0 Pipe: 20 0.0 25.5 8 1.00 150 24.0 4 145.0, 24.0 -3.2 3 F1.250 T: 6.0 6.00 0.0 5 145.0 23.8 22.3 1.394 7.00 0.026 0.2 Pipe: 21 0.0 7.7 10 10.50 150 24.3 2 145.0 24.3 23.7 7 F1.000 E: 7.0 7.00 4.3 6 155.0 17.2 31.4 1.101 17.50 0.157 2.7 Pipe: 22 0.0 19.5 9 11.00 150 23.8 5 145.0 238 13.6 7 F1.000 2E:14.0 19.00 4.3 8 155.0 16.3 25.5 1.101 T: 5.0 30.00 0.107 3.2 SPRI Jr ER SYSTEM HYDRAULIC ANALYST Page 6 DATE 1020/2016OBERTSON RANCH MARKET RATE APTS-BLDG 3(2ND) (10-20-16) SDF JOB TITLE ROBERTSON RANCH APTS Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID 'Eq. Ln F (Fe) To Node El (f t) PT. Tot. (Q) Dish Act ID (ft.) P'./ft. (Pt) Pipe 23 0 0 21 8 9B 2_A,.-'5_0,- 150 172 6 1550 17 2 15 6 9B Fl 000 E 7 0 17 00 0 0 7 155.0 •- l.4 : -'. .. . 1.101 -2T:10.0 41.50 0.993, 3.'9- Pipe 24 0 0 21 8 9B 75 00 150 16 3 8 155.0 '163 . 15.6. 9B. . Fl-HO E: 7.0 12.00 0.ot 7 155.0 1 i3-:'4-- . I'3'. 6. .• 1.1,01 ._T,: 5.0 87.00, 0.033 ' 29- Pipe 25 0.0 26 9 9C 72 00 150 13 4 7 155.0 '13.4 10.4 9A. 'F1':OOO E: 7.0 12.00 0.0 9B 155.0 .. 9.8 15.6 1:101 T: 5.0 84.00 0.043 3-6' Pipe: 26 . .P .0r .0.0 .60.00 150 1:3. 8 155.0 .16.3 19.5' 203 F1.000 E:--7.0 17.00 0.J,0 9 155.0 . . 11.3. 19.5 . ,,. 1.101 2T:10.0 • 77.00 0.065 5.0 • Pipe: 27 . 4:..90 ' 15.2 -,Disch' '' . .. 21.00 150 11'3- 9 155.0 -.11:,3-' '4.4 9A F1;000 T5.0 5.00 0.0.'-' 203 , 155.0 • 906- 19.5 • 1'l'0I 26.00 0.065 1.7 • • • Pipe: 28 .üTo L48 204 . 8.00 15-0. 9.6 - 203 155.0 9.6 -10.4 9B F1.000 T: 5.0 5.00 0.0 9A 155.0 . , 9.5 4.4 . 1.101 13.00 0.004 0.1 Pipe: 29 . 4.90 14.8 Disch 3.00 150 9.5 9A 155.0 9.5 0.0 F1.000 E: 7.0 7.00 0.0 204 155.0 91 14.8 1.101 10.00 0.039 0.4 Pipe: 30 .0.0 14.8 204 8.00 150 9.8 9B 155.0 , .9.8 -4.4 203 F1.000 T: 5.0 5.00 0.0 9-A 155.0 . 9.5 ' 10.4 1.101 13.00 0.020 0.3 Pipe: 31' - ' .0.0 ' 13.0 201 ' 6.00 150 9.8 --9-B 155.0 9-.-8 139 202 F1.000 T: 5.0 5.00 0.0 9C 155.0 .H85 - 26.9 ' i.ioi. 11.6.0 0.118 1.3 Pipe: 32 4.90 '13.9 Disch 6.00 150 8.5 9C 155.0 8.5 0.0 F1.000 T: 5.0 5.00 0.0 202 155.0 .8.1 - 13.9 1.101 11.00 0.035 0.4 Pipe: 33 . ' 4'90 13.0 Disch . 23.00 150 8.5. 9C 155.0 8.5 0.0 - F1.000 2E:14.0 24.00 0.0 261 155.0 7.0 13.0 1.101 2T:10.0 47.00 0.031 1.4 Pipe: 34 ' 0.0 26.9 9C 35.00 150 13.4 7 155.0 13.,4 10.4 9A F1.000 2T:10.0 10.00 0.0 913 155.0 '9 .8 21.8 . 1.101 45.00 0.080 3.6 Pipe: 35 . 0.0 4.2 16 10.50 150 17.2 6 155.0 17.2 3.5 11 F1.000 2E:14.0 19.00 4.3 10 165.0 12.6 7.7 1.101 T: 5.0 29.50 0.012 0.3 0.0 12.4 12 ..4 0.0 12.4 12.4 F1.000 E: 7.0 1.101 F1.000 T: 5.0 1.101 0.0 2.2 12 2.2 0.0 12.4 12.4 0.0 12.5 12.4 0.0 2.2 393 2.2 to F1.000 E: 7.0 1.101 F1.000 T: 5.0 1.101 0.0 12.5 12.5 'I II I' F1.000 E: 7.0 1.101 0'.0 12.5 12;5 0.0 2.2 14 2.2 F1.000 T: 5.0 1.101 0.0 12.5 12.4 0.0 12.6 12.5 0.0 2.0 12 2.0 2.0 17 2.2 15 4.2 F1.000 2T:10.0 1.101 P1.000 T: 5.0 1.101 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 - DATE 10/20/20160BERTSON RANCH MARKET RATE APT$-BLDG 3(2ND) 1% SDF JOB TITLE: ROBERTSON.RANCHAPTS . . . . Pipe Tag Ifac Add Fl Add' F1 To Fit: L C . Fm Node El (ft.) . PT (q)t Node/. Morn ID Eq.Ln. F To Node El .(f t) PT Tot. (Q)Disch - Adt ID (ft.) T Pfjft. Pipe: .36 0.0 19.5 9 . 11.50 150 11 1.65.0 12.3 13.6 7 F1.000 2E:14.0 19:00 8 155.0 16.3 7.7 1.101 T: 5.0 30.50 0.012 Pipe: 37 0.0 7.7 8 93.00 150 10 -4-6-5-.--0 12.6 -4.2 12 F1.000 2':10.0 10.00 11 165.0 12.3 3.5 1.101 103.00 0.003 - Pipe: 38 0.0 7.7 8 16.00 150 12 165.0 12.4 -3.5 10 F1.000 T: 5.0 5.00 11 165.0 12.3 4.2 1.101 21.00 0.004 Pipe: 39 0.0 4.2 11 39.00 150 303 165.0 12.4 -2.0 17 F1.000 2F: 2.0 7.00 12 165.0 12.4 2.2 . 1.101 T: 5.0 46.00 0.001 Pipe: 40 0.0 4.2 11 58.00 150 17 165.0 12.4 -2.2 303 F1.000 F: 1.0 6.00 12 165.0. 12.4 2.0 . 1.101 T: 5.0 64.00 0.001 Pipe: 41 301 165.0 17 165.0 Pipe: 42 14 165.0 303 165.0 Pipe: 43 304 165.0 14 165.0 2.50 150 12.5 5.00 0.0 7.50 0.001 0.0 5.00 150 12.5 7.00 0.0 12.00 0.000 0.0 27.00 150 12.5 5.00 0.0 32.00 0.001 0.0 53.00 150 12.5 10.00 0.0 63.00 0.001 0.1 16.00 150 12.6 5.00 0.0 21.00 0.004 0.1 (Pt)..-............. (Pe) (Pf 12 -4.3-. -•• 41, 12.6 .. 0.9__ -- 0 3---- 12.4 ............ o.o 0.1.. 12.41 - 0.0 0.1 - 12.4. 0.0 0.1 12.4 0.0 0.0 12.4 0.0 0.0 12.4 0.0 0.0 Pipe: 44 15 165.0 14 165.0 Pipe: 45 302 165.0 15 165.0 Pipe: 46 16 165.0 15 165.0 Pipe: 47 16 • 165.0 17 165.0 Pipe: 48 10 165.0 16 165.0 2.50 150 7.00 9.50 0.000 8.00 150 5.00 13.00 0.001 3.00 150 7.00 10.00 0.000 OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PEP, SPRINKLER: NUMBER OF SPRINKLERS CALCULATED.: TOTAL SPRIN - KttR WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: RESIDENTIAL/LIGHT .05 gpm/sq., ft. 338 sq. ft. 16' X 16'-256 sq. ft. 4 sprinklers 53.7 gpm 53:7 gpm 53.7 gpm 8 38.1 psi, 1/2" inch INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. P R E S S U R E p S i 40.0 30.0 20.0 10.0 0.0 WATER SUPPLY ANALYSIS Static: 72.26 psi Resid: 67.07 psi Flow: 1500.0 gpm Bay FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Reults (2) On Site pressures are based on hose stream deduction at the source - 80.0 70.0 G A U 60.0 G E 50.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pagë 2 DATE: I0/20/201686\ROBERSON RNCH ARKETARTS:'BLDG 18 (3RD) (10-20-16).SDF JOB TITLE: ROBERTSON RANCH APS NFPA HATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S4 72.3 67.1 1500.0 72.2 53.7 47.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S4 125.0 SOURCE 47.2 53.7 D17 125.0 - - - - 47.2 - - - BF7 131.0 - - - - 44.6 - - - BF8 131.0 - - - - 32.6 - - - D18 131.0 - - - - - 32.6 - - - T2.. 118.0 - - - - 38.2 - - - BORZ 118.0 - - - - 38.1 - - - TORZ... 127.0 - - - - 32.0 - - - 1 127.0 - - - - 30.7 - - - 1A 127.0 - - - - 29.9 - - - lB 127.0 - - - - 29.1 - - - 2 127.0 - - - - 28.8 - - - 3 127.0 - - - - 28.5 - - - 4 127.0 - - - - 28.5 - - - 5 127.0 - - - - 28.3 - - - 6 137.0 - - - - 21.9 - - - 7 137.0 - - - - 21.5 - - - 8 137.0 - -. - - 21.3 - - - 9 137.0 - - - - 21.4 - - - 9A 137.0 - - - - 21.5 - - - 9B 137.0 - - - - 21.5 - - - 9C 137.0 - - - - 21.5 - - - 201 137.0 - - - - 21.5 - - - 202 137.0 - - - - 21.5 - - - 203 137.0 - - - - 21.4 - - - 204 137.0 - - - - 21.5 - - - 10 147.0 - - - - 14.8 - - - bA 147.0 -. - - - 12.4 - - - 11 147.0 - - - - 12.5 - - - 12 147.0 - - - - 10.0 - - - 14 147.0 - - - - 7.3 - - - 15 147.0 - - -. - 7.4 - - - 16 147.0 - - - - 9.2 - - - 17 147.0 - - - - 8.9 - - - SPRINKLER SYSTEM flYDRAULIC ANALYSIS Page 3 DATE: 10/20/201686\ROTSON RANCH MPRKET APTS-BLDG 18(3.D) (10-20-16) .SDF JOB TITLE: ROBERTSON 17NCH APTS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 301 147.0 K= 4.90 8.6 14.3 302 147.0 K= 4.90 7.1 13.0 303 147.0 K= 4.90 7.4 13.3 304 147.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE .LO/20/201686\ROBERTSON RANCH MARKET APTS-BLDg 18 (3RD) (10-2Q-16) SDF JOB TITLE: ROBERTSON RANCH APTS NFPA2 PIPE DATA Aml Pipe Tag K-fac Add Fl Addl Fl To Fit: L C (Pt)-, Frm Node El (ft) PT (q) Node! Nom ID Eq..Ln. F (Pe) el To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 20.00 150 47.2 -Hy S4 125.0 47.2 53.7 SF7 18.000 T:43.9 43.86 O.O. D17 125.0 47.2 53.7 7.680 G: 0.0 63.86 0.000 Pipe 2 0.0 0.0 6.06 140 47 2 017 125.0 47.2 53.7 BF8 D8.000 2E:62.0 62.00 2.6 SF7 131.0 44.6 53.7 8.390 68.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device BF7 131.0 44.6 53.7 D18 12.0 psi, 53.7 gpm BF8 131.0 32.6 53.7 ., Pipe: 4 0.0 0.0 6.00 140 32.6 BF8 131.0 32.6 53.7 T3 D8.000 2E:62.0 62.00 0.0 D18 131.0 32.6 53.7 8.390 68.00 0.000 0.0 Pipe: S. 0.0 0.0 260.00 150 32.6 018 131.0 32.6 53.7 BOR3 18.000 E:22.6 22.56 -5.6 TTZ. 118.0 38.2 53.7 7.680 2L: 0.0 282.56 0.000 0.0 Pipe:.9 0.0 0.0 150.00 150 38.2 118.0 38.2 53.7 TOR3 14.000 E:15.9 15.93 0.0 BORZ 118.0 38.1 53.7 4.070 2L: 0.0 165.93 0.001 0.1 Pipe: 13 0.0 0.0 9.00 150 38.1 BORl 118.0 38.1 53.7 1 F1.500 5: 9.0 23.00 3.9 TOR 127.0 32.0 53.7 1.598 C:14.0 32.00 0.069 2.2 Pipe: 14 0.0 91 lB 1.50 150 32.0 TORZ 127.0 32.0 44.6 1I F1.500 E: 9.0 17.00 0.0 1 127.0 30.7 53.7 1.598 T: 8.0 18.50 0.069 1.3 Pipe: 15 0.0 6.9 lB 8.00 150 30.7 1 127.0 30.7 37.7 2 F1.500 T: 8.0 8.00 0.0 1A 127.0 29.9 44.6 1.598 16.00 0.049 .0.8 Pipe: 15A 0.0 16.0 4 92.00 150 30.7 1 127.0 30.7 -6.9 lA F1.000 E: 7.0 12.00 0.0 lB 127.0 29.1 9.1 1.101 T: 5.0 104.00 0.016 1.6 Pipe: 15B 0.0 30.2 6 17.00 150 29.9 1A 127.0 29.9 7.5 3 F1.500 2T:16.0 16.00 0.0 2 127.0 28.8 37.7 1.598 33.00 0.036 1.2 Pipe: 15C 0.0 16.0 4 84.00 150 29.9 1A 127.0 29.9 -9.1 1 F1.000 T: 5.0 5.00 0.0 lB 127.0 29.1 6.9 1.101 89.00 0.010 0.9 SPRINKLER SYSTEM }YbRAULIC ANALYSIS. Page 5 DATE 10/20/201686\ROBERTSON RANCH MARKET APTS-BLDG 18 (3RD) (10-20-16) SDF JOB TITLE: ROBERTSON •CH APTS Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf,'ft. Pipe: 16 0.0 20.6 5 8.00 150 lB 127.0 29.1 -4.5 3 F1.000 T: 5.0 5.00 4 127.0 28.5 16.0 1.101 13.00 0.045 Pipe: 17 0.0 4.5 4. 60.00 150 2 127.0 28.8 3.0 5 F1.250 T: 6.0 6.00 3 127.0 28.5 7.5 1.394 66.00 0.004 Pipe: 18 0.0 23.5 8 75.00 150 3 127.0 28.5 -20.6 4 F1.000 4T:20.0 20.00 5 127.0 28.3 3.0 1.101 95.00 0.002 Pipe: 19 0.0 20.6 5 16.00 150 3 127.0 28.5 -16.0 lB F1.250 T: 6.0 6.00 4 127.0 28.5 4.5 1.394 22.00 0.001 Pipe: 20 0.0 23.5 8 1.00 150 4 127.0 28.5 -3.0 3 F1.250 T: 6.0 6.00 5 127.0 28.3 20.6 1.394 7.00 0.023 Pipe: 21 0.0 23.6 10 10.50 150 2 127.0 28.8 6.6 7 F1.000 E: 7.0 7.00 6 137.0 21.9 30.2 1.101 17.50 0.146 Pipe: 22 0.0 30.1 11 11.00 150 5 127.0 28.3 -6.6 7 F1.000 2E:14.0 19.00 8 137.0 21.3 23.5 1.101 T: 5.0 30.00 0.092 Pipe: 23 0.0 1.6 9B 24.50 150 6 137.0 21.9 3.7 8 F1.000 E: 7.0 17.00 7 137.0 21.5 6.6 1.101 2T:10.0 41.50 0.009 Pipe: 24 0.0 30.1 11 75.00 150 7 137.0 21.5 -26.3 5 F1.000 E: 7.0 12.00 8 137.0 21.3 3.7 1.101 T: 5.0 87.00 0.003 Pipe: 25 0.0 2.8 9A 72.00 150 7 137.0 21.5 -1.6 9C F1.000 E: 7.0 12.00 9B 137.0 21.5 1.2 1.101 T: 5.0 84.00 0.000 Pipe: 26 0.0 30.1 11 60.00 150 9 137.0 21.4 -27.3 5 F1.000 E: 7.0 17.00 8 137.0 21.3 2.8 1.101 2T:10.0 77.00 0.002 Pipe: 27 0.0 0.0 21.00 150 203 137.0 21.4 2.8 8 F1.000 T: 5.0 5.00 9 137.0 21.4 2.8 1.101 26.00 0.002 Pipe: 28 0.0 0.0 8.00 150 9A 137.0 21.5 2.8 9 F1.000 T: 5.0 5.00 203 137.0 21.4 2.8 1.101 13.00 0.002 (Pt) (Pe) . . (Pf) .. 29 j,': 0.O 0.6 28.8.: . . 0.0 0.2 28.5 . 0.0 0.2 . 28.5. 0.0- 0.0 28.5 0.0 0.2 28.8 4.3 2.5 28.3 4.3 2.8 21.9 0.0 0.4 21.5 0.0 0.3 21.5 0.0 0.0 21.4 0.0 0.1 21.4 0.0 0.0 21.5 0.0 0.0 7-1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 -DTE: 10/20/20l686\POERT•So RANCH-MA KET AP.T$-BLDG 18(3RD).(10-20-16).SDF JOB TITLE: ROBERpoN: RAN CH APS. . Pipe Tag .K-fac Add Fl Add :FJ. Tb Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ .Nom ID Eq.Ln. F (Pe).. N - 1 To Node El (ft) PT Tot (Q) Disch Act ID (ft.) T Pf/ft (Pf) Pipe: 29 0.0 0.0 . 3.00 150 21. 204 1.37.0 21.5 0.0 F1.000 E: 7.0 7.00 0.O 9A 137.0 21.5 0.0 - 1.101 10.00 .0.000 0.0 ' Pipe: 30 0.0 0.0 8.00 150 21.5: ., 9B 137.0 21.5 2.8 203 F1.000 T: 5.0 5:00 0.0 . 9A 137.0 21.5 2.8 1.101 13.00 0.02070 :. Pipe: 31 0.0 0.0 6.00 150 21.5' 9C 137.0 21.5 0.0 F1.000 T: 5.0 5.00 0.0 9B 137.0 21.5 0.0 1.101 11.00 0.000 0.0 Pipe: 32 0.0 0.0 6.00 150 21.5 202 137.0 21.5 0.0 F1.000 T: 5.0 5.00 0.0. 9C 137.0 21.5 0.0 1.101 11.00 0.000 0.0 Pipe: 33 0.0 0.0 . 23.00 150 21.5 201 137.0 21.5 0.0 F1.000 2E:14.0 24.00 0.0 9C 137.0 21.5 0.0 1.101 2T:10.0 47.00 0.000 0.0 Pipe: 34 0.0 2.8 9A 35.00 150 21.5 7 137.0 21.5 -1.2 7 F1.000 2T:10.0 10.00 0.0 9B 137.0 21.5 1.6 1.101 45.00 0.001 0.0 Pipe:. 35 0.0 0.0 . 10.50 150 21.9 6 137.0 21.9 23.6 10A F1.000 2E:14.0 19.00 4.3 10 147.0 14.8 23.6 1.101 T: 5.0 29.50 0.093 2.7 Pipe: 36 0.0 27.3 12 11.50 150 21.3 8 137.0 21.3 2.8 10A F1.000 2E:14.0 19.00 4.3 11 147.0 12.5 30.1 1.101 T: 5.0 30.50 0.145 4.4 Pipe: 37 0.0 26.4 16 16.50 150 14.8 10 147.0 14.8 -2.8 11 F1.000 2T:10.0 10.00 0.0 bA 147.0 12.4 23.6 1.101 26.50 0.093 2.5 Pipe: 37A 0.0 26.4 16 74.50 150 12.5 11 147.0 12.5 -23.6 10 F1.000 2T:10.0 10.00 0.0 bA 147.0 12.4 2.8 1.101 84.50 0.002 0.1 Pipe: 38 0.0 9.4 17 16.00 150 12.5 11 147.0 12.5 18.0 303 F1.000 T: 5.0 5.00 0.0 12 147.0 10.0 27.3 1.101 21.00 0.121 2.5 Pipe: :39 4.90 13.3 Disch 39.00 150 10.0 12 147.0 10.0 4.6 14 F1.000 2F: 2.0 7.00 0.0 303 147.0 7.4 18.0 1.101 T: 5.0 46.00 0.056 2.6 Pipe: 40 0.0 14.3 301 58.00 150 10.0 12 147.0 10.0 -5.0 16 F1.000 F: 1.0 6.00 0.0 17 147.0 8.9 9.4 1.101 T: 5.0 64.00 0.017 1.1 • - (Pt) (Pe) (Pf) 8.9 0.0 0.3 7 .4 0.0 0.1 0.0 0.3 7.4 0. 0 0.1 7.4 0.0 0.4 9.2 0.0 1.7 Pipe: 44 15 147.0 14 147.0 Pipe: 45 15 147.0 302 1 147.0 Pipe: 46 16 .147.0 15 147.0 Pipe: 47, 16 147.0 17 147.0 Pipe: 48 10A 147.0 16 147.0 0.0 13.0 304 7.4 -4.6 303 7.3 8.4 4.90 13.0 Disch 7.4 0.0 7.1 13.0 0.0 13.0 302 9.2 8.4 14 7.4 21.4 0.0 14.3 301 9.2 -9.4 12 8.9 5.0 0.0 5.0 17 12.4 21.4 15 9.2 26.4 F1.000 T: 5.0 1.101 F1.000 E: 7.0 1.101 F1.000 T: 5.0 1.101 F1.000 E: 7.0 1.101 T: 5.0 F1.000 T: 5.0 1.101 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 10/20/201686\R6BERTSON RANCH MARKET APTS-BLDG 18 (3RD) (10-20-16) SDF JOB TITLE: ROBERTSON RANCH APTS Pipe Tag K-fac Add Fl Add Fl To Fit: L C Frm Node El (ft) PT (q) Node! Nom ID Eq.Ln. F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. Pipe: 41 4.90 14.3 Disch 2.50 150 17 147.0 8.9 0.0 F1.000 E: 7.0 7.00 301 147.0 8.6 14.3 1.101 9.50 0.037 Pipe: 42 0.0 13.0 304 8.00 150 30.3 147.0 7.4 -8.4 304 F1.000 T:5.0 5.00 14 147.0 7.3 4.6 1.101 13.00 0.005 Pipe: 43 4.90 13.0 Disch 3.00 150 14 147.0 7.3 0.0 F1.000 E: 7.0 7.00 304 147.0 7.0 13.0 1.101 10.00 0.031 2.50 150 5.00 7.50 0.014 5.00 150 7.00 12.00 0.031 17.50 150 5.00 22.50 0.077 NOTES (HASS) Calculations were performed by the HASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.065 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.2 ft! sec at pipe 21. Items listed in bold print on the cover sheet 43.00 150 9.2 12.00 0.0 55.00 0.005 0.3 23.00 150 12.4 5.00 0.0 28.00 0.114 3.2 Mat TOTAL WATER REQUIRED (including hose) : 56.9 gpm FLOW AND PRESSURE (@ BOR) : 56.9 gpm. @ 34.3 psi SPRINKLEOFICE SIZE: 1/2" inch NAME OF CONTPACTOR: INNOVATIVE FIRE PROTECTION,INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AuTHoRITy.Hv:ING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER C-16 711148 CALCULATIONS BY BASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. WATER SUPPLY ANALYSIS Static: 72.26 psi Resid: 67.07 psi Flow: 1500.0 gpm 13 I- - LEGEND 1 Available pressure 72.25 9 56.9 psi gpm - ON-) 2 Required pressure T_ CD 0(/) ZF-1 ot-4 13 (/D ocr) A. Source Supply Curve Curve B. System Demand 00 co 4-1 -.(1) N) N) 0) 0 Co Q t::) (D 0 L iuuul tiubouu TL)U FLOW (GPM) • Note: (1) Dashed Lines indicate extrapolated va]ues.- f-rom Test Pesu1ts- -:. • -- (2) On Site pressures are based on hosetremdeduction at th • souce- :. Al • : •. • 80.0 70.0 G A U 60.0 G E 50.0 P R E S 40.0 S U R 30.0 E 20.0 S i 10.0 SI -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE _0/20/201686\ ROBE RTSON RANCH MARKET APTS-BLDG 18 (2ND) (10-20-16) SDF JOB TILE ROBERTSON RANCH APTS I NFPA WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS;. . PRESS. 8 . . PRESS. 8 DEMAND PRE'SS; TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) ..- . S4 . •72;3 . 67.1 1500.0 72.2 •. 56.9 43.4 AGGREGATE FLOW ANALYSIS-:. . .. __________ .• TOTAL FLOW AT: SOURCE 56.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE .0.0 GPM OTHER HOSE STREAM ALLOWANCES . . 0.0 GPM TOTAL DISCHARGE EROM..ACTIVE SPRINKLERS 56.9. GPM NODE ANALYSIS DATA NODE TAG ELEVATION . NODE TYPE PRESSURE DISCHARGE NOTES (PSI) (GPM) . . . S4 12.0 SOURCE 434. 56.9 D17 1250 - - - - 43.4 - - - BF7 131.60 - - - - 40.8 - - - BF8 131.0 - - -. -. 28.8 - - - D18 131.0 - - - - 28.8 - - - T3 118.;0 - - - - 34.4 - - - BOR3 118.0 - - - - 34.3 - - - TOR3 127.0 - - - - 27.9 - - - 1 L27.0 . - - - - 26.5 - - - 1A 127.0 - - - - 25.7 - - - lB 127.0 - - - - 24.7 - - - 2 127.0 - - - - 24.4 - - - 3 127.0 - - - - 24.1 - - - 4 127.0 - - - - 24.0 - - - 5 . 127.0 - - - - . 23.8 - - - 6 137.0 - - - 17.3 - - - 7 137.0 - - - - 13.4 - - - 8 137.0 - - - - 16.2 - - - 9 137.0 - - - 11;2 - - 9A 137'0 - - - - 9.5 - - - 9B 137.0 - - - - 9.8 9C 37 - - -- 8.5 - - - 201 137.0 K= 4.90 7.0 13.0 202 137.0 K= 490 . 8.1 13.9 203 137.0 K= 4.90 9.6 15.2 204 137.0 K= 4.90 9.1 14.8 10 147.0 - - - - 12.7 - - - bA 147.0 - - - - 12.4 - - - 11 147.0 - - - - 12.2 - - - 12 147.0 - - - - 12.3 - - - 14 . 147.0 - - - - 12.3 - - - 15 147.0 - - - - 12.3 - - - 16 147.0 - - - - 12.3 - - - 17 147.0 - - - - 12.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 10/20/201686\ROBERTSON RANCH MARKET APTS-BLDG 18 (2ND) (10-20-16) SDF JOB TITLE: ROBERTSON RANHAPTS. NODE ANALYSIS 0 T NODE TAG ELEVATION NODE. TYPE PRESSURE DISCHARGE NOTES (PS:I) (GPM) 301 1470 - - - - 12.3 - - - 302 147.0 - - - - 12.3 - - - 303 147.0 ---- 12.3 304 147.0 - - - - 12.3 • .T . . - • . . . ... 47 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 10/20/201686\ROBERTSON RANCH MARKET APTS-BLDG 18(2ND) (10-20-16) SDF Jon, TITE:, ROBERTON RANCH APTS. . . ... . NFPA2 PIP DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node! Nom ID q Ln F (Pe) I ot To Node El (ft) PT Tot (Q) Disch Act ID (ft;) T Pf!ft (Pf) Pipe: 1 :..:Sour.ce 0.0. • 20.00 150 4'3..4 S4 125 0 43 4 56.:9 BF7 18 000 T:43.9 43.86 0 0 D17 12 S. 434 56:9 7.680 G 0.0 63.86 0.000 0.0- Pipe:, 2 0.0 6.00 140 43.4 0.0 D17 125.0 43.4 .56.9 BF8 D8.000, 2E:62.0 6200 . 2.6 BF7 I 131.0 40.8 56.9 • ,8. 39 68.00 0.000 o::o Pipe: 3 . P.O Fixd Pressure Loss Device: : F7 .131.0-'-. 40.8 56.9 D18 12.0 psi, 56.9 gm . .. ,•, BF8 131.0 28.8 56.9 • • . • • Pipe: 4 0.0 O.'O • . 6.00 140 28.8 3F8 1310 .. 28.8 56.9 I'3 D8.000 2E:62.0 62.00 • - • 0.0 D18 131.0 28.8 56.9 .. 8.390 68.00 0.000 0.0, Pipe: 5 0.0 0.0 • 260.00 150 28.8. D18 13.1.0 28.8 56.9 BOR3 18.000 E:22.6 22.56 • -5.6 T3 118.0 •. 34.4 56.9 • 7.680 21 0.0 282.56 0.000 0.0 Pipe.: 9 • 0.0. 0.0 • 150.00 150 34.4 T3 118.0 34.4 56.9. TOR3 14.000 E:15.9 15.93 0.0 BOR3 118.0 34.3 56.9 4.070 2L: 0.0 165.93 0.001 0.1 Pipe: 13 . 0.0 0.0 9.00 150 34.3 BOR3 118.0 34.3 56.9 1 F1.500 E: 9.0 • 23.00 3.9 TOR3 127.0 27.9 56.9 1.598 C:14.0 32.00 0.077 2.5 Pipe: 14 . . 0.0 9.7 lB 1.50 150 27.9 TOR3 127.0.. 27.9 47.2 1A F1.500 E: 9.0 17.00 0.0 1 127.0 26.5 56.9 1.598 T: 8.0 18.50 0.077 1.4 Pipe: 15 .. 0.0 7.5 lB 8:00 150 26.5 1 127.0 26.5 39.7 .2 F1.500 T: 8.0 8.00 0.0 1A 127.0 . 25.7 47.2 1.598 16.00 .0.054 0.9 Pipe: 15A • 0.0 17.2 4 92;O0. 150 26.5 1 127.0 2.6.5 -7.5 l.A F1.000 E: 7.0 12.00 0.0 1B. 127.0 24.7 9.7 1.101 T: 5.0 104.00 0.018 1.8 Pipe: 15B 0.0 31.1 6 . 17;00 150 25.7 1A 127.0 25.7 8.6 3 F1.500 2T:16.0 16.00 . 0.0 2 127.0 24.4 397 1.598 33.00 0.039 1.3 Pipe: 15C 0.0 17.2 4.1 84.00 150 25.7 1A 127.0. 25.7 -9.7 1 F1.000 T: 5.0 5.00 0.0 13 1270 24.7 7.5 1.101 89.00 0.011 1.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page ..5 DATE: 10/20/201686\.ROBERTSON!RANCHMAPKET APTh-BLDG 18(2ND)(10-20-16).SDF JOB TITLE: RdBETSOANCHA''T.S . . . . Pipe Tag . K-fac Add Fl Add Fl To Fit: L C (Pt) :. Frm Node El (f't PT (q) Node/ Nom ID Eq.Ln. F (Pe).' 'n To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 16 . 0.0 22 ..5 5 8.00 150 24- 1B 127.0 . 24.7 -5.3 3 F1.000 T: 5.0 5.00 0.0 4 127.0, 24.0 17.2 1.101 13.00 0.051 0.7 Pipe: 17 0.0 5.3 4 60.00 150 24.4 - 2 127.0 24.4 3.3 5 F1.250 T: 6.0 6.00 0.0:: .. 3 127.0 24:1 8.6 • 1.394 66.00 0.005 0: Pipe: 18 .. oo 25.8 8 75.00 150 24.1 3 127.0 . 24.1 -22.5 4 F1.000 4T:20.0 20.00 0..0: • 5 127.0 23.8 3.3 1.101 95.00 0.002 0.2 Pipe: 19 0.0 22.5 5 16.00 150 24.1' 3 127.0 24.1 -17.2 lB F1.250 T: 6.0 6.00 0.0.. 4 127.0 24.0 5.3 1.394 22.00 0.002 0.0 Pipe: 20 0.0 25.8 8 1.00 150 24.0 . 4 127.0 24.0 -3.3 3 F1.250 T: 6.0 6.00 0.0 5 127.0 23.8 22.5 • 1.394 7.00 0.027 0.2 Pipe: 21 0.0 7.1 10 10.50 150 24.4 2 127.0 24.4 24.0 7 F1.000 E: 7.0 7.00 4.3 6 137.0 17.3 31.1 1.101 17.50 0.154 2.7 Pipe: 22 0.0 19.5 9 11.00 150 23.8 5 127.0 23.8 13.5 7 • F1.000 2E:14.0 19.00 4.3 8 137.0 16.2 25.8 1.101 T: 5.0 30.00 0.109 3.3 Pipe: 23 0.0 21.8 9B 24.50 150 17.3 6 137.0 17.3 15.6 9B F1.000 E: 7.0 17.00 0.0 7 137.0 13.4 24.0 1.101 2T:10.0 41.50 0.095 3.9 Pipe: 24 0.0 21.8 9B 75.00 150 16.2 8 137.0 16.2 15.6 9B F1.000 H: 7.0 12.00 0.0 7 137.0 13.4 13.5 ' 1.101 T: 5.0 87.00 0.033 2.8 Pipe: 25 0.0 26.9 9C 72.00 150 13.4 7 137.0 13.4 10.5 9A F1.000 E: 7.0 12.00 0.0 9B 137.0 9.8 15.6 1.101 T: 5.0 84.00 0.043 3.6 Pipe: 26 0.0 0.0 60.00 150 16.2 8 137.0 16.2 19.5 203 F1.000 H: 7.0 17.00 0.0 9 137.0 11.2 19.5 1.101 2T:10.0 77.00 0.065 5.0 Pipe: 27 4.90 15.2 Disch 21.00 150 11.2 9 137.0 11.2 4.3 9A F1.000 T: 5.0 5.00 0.0 203 137.0 9.6 19.5 1.101 26.00 0.065 1.7 Pipe: 28 0.0 14.8 204 • 8.00 150 9.6 203 137.0 9.6 -10.5 9B F1.000 T: 5.0 5.00 0.0 9A 137.0 9.5 4.3 1.101 13.00 0.004 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE l0/20/2J1686\ROBERTSON RANCH NARKET APTS-BLDG 18(2ND) (10-20-16) SIF JOBTITLE: ROBE RTSON e. RANCH ATS Pipe Tag K-fac Add El Add Fl To Fit L C (Pt) Frm Node El '(ft) PT (q) Node! NQrn 'ID Eq.Ln. F (Pe) To Node El (ft) PT Tot (Q) Disch Act ID (ft ) T Pf/ft (Pf) Pipe: 29 - 4.90 14.8 Di•sdh 3.00 150 9.5 9A 137.O. . 9.5 0.0 F1.000 E: 7.0 7.00 0.0 204 137.0 9.1 14.8 1.101 10.00 0.039 0.4 Pipe: 30 . •. 0.0 14.8 204 8.00 150 9.' . 9B - , . 137.0. 9 -4.3 203 F1.000 T: 5.0 5.00 0.0 9A 137.0 9.5 10.5 1.101 13.00 0.021 0.3 Pipe: 31 . 0.0 . 13.0 201 6.00 150 9.8' ' 9B 137.0 . 9.8 13.9 202 F1.000 T: 5.0 5.00 0.0 9C 137.0 8.5 26.9 1.101 11.00 0.118 1.3 Pipe: 32 ., 4.90 13.9 Disch 6.00 150 8.5 .. 9C 137.0 8.5 0.0 F1.000 T: 5.0 5.00 0.0- 't: 4' 202 137.0 . 8.1 13.9 1.101 11.00 0.035 0.4 Pipe: 33 . 4.90 13.0 Dis,ch 23.00 150 8.5 9C 137.Oi 8.5 0.0 F1.000 2E:14.0 24.00 0.0 201 137.0 7.0 13.0 1.101 2T:10.0 47.00 0.031 1.4 Pipe: 34 0.0 26.9 9C 35.00 150 13.4 7 137.0 13.4 10.5 9A F1.000 2T:10.0 10.00 0.0 9B 137.0 9.8 21.8 1.101 45.00 0.080 3.6 Pipe: 35 0.0 0.0 10.50 150 17.3 6 137.0 - 17.3 7.1 bA F1.000 2E:14.0 19.00 4.3 10 147.0 12.7 7.1 1.101 T: 5.0 29.50 0.010 0.3 Pipe: 36 0.0 19.5, 9 11.50 150 12.2 11 147.0 12.2 13.5 7 F1.000 2E:14.0 19.00 -4.3 8 137.0 16.2 7.1 1.101 T: 5.0 30.50 0.010 0.3 Pipe: 37 . 0.0 3.7 16 16.50 150 12.7 10 147.0 12.7 3.5 11 F1.000 2T:10.0 10.00 0.0 bA 147.0 12.4 7.1 1.101 26.50 0.010 0.3 Pipe: 37A 0.0 7.1 8 74.50 150 12.4 bA 147O 12.4 -3.7 12 F1.000 2T:10.0 10.00 0.0 11 147.0 12.2 3.5 1.101 84.50 0.003 0.2 Pipe: 38 0.0 7.1 8 16.00 150 12.3 12 147.0 12.3 -3.5 10A F1.000 T: 5.0 5.00 0.0 .11 147.0 12.2 3.7 1.101 21.00 0.003 0.1 Pipe: 39 0.0 3.7 11 39.00 150 12.3 303 147.0 12.3 -1.7 17 F1.000 2F:- 2.0 7.00 0.0 12 147.0 12.3 2.0 1.101 T: 5.0 46.00 0.001 0.0 Pipe: 40 0.0 3.7 11 58.00 150 12.3 17. ' 147.0 12.3 -2.0 303 F1.000 F: 1.0 6.00 0.0 12 147.0 12.3 1.7 1.101 T: 5.0 64.00 0.001 0.0 A SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 1 DATE 10/20/201686\ROBE5TSON RANCH MARKET APTS-BLDU 18(2ND) (10-20-16) SDF JOB TITLE ROBERTSON RANCH APTS. Pipe Tag , K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq Ln F (Pe) To Node El (ft) PT Tot (Q) Disch Act ID (ft ) T Pf!ft (Pf) Pipe Li 0 0 0 0 2 50 150 12 3 301 147.O. 12.3 0. Fl- 000 : 7.0 7.00 0.0' . 17 147.0 12.3 0.0 1.101 9.50 0.000 0.0 ' Pipe: 42 . 0.0 0.0 8.00 150 l2.'3. 14 147.0 12.3 2.0 12 F1.000 T: 5.0 5.00 0. 303 147 0 12 3 2.0 1.101 13.00 0.001 0.0 Pipe: 43 . 0.0 0.0 3.00 150 '. 304 147.0 12.3 0.0 F1.000 E: 7.0 7.00 0.0 14 147.0 12.3 0.0 1.101 10.00 0.000 0.0 Pipe: 44 . 0.0 0.0 2.50 150 12.3,. 15 147.0 . 12.3 2.0 303 F1.000 T: 5.0 5.00 0.0- 14 147.0' 12.3 2.0 1.101 7.50 0.001 0.0''"' Pipe: 45 0.0 0.0 5.00 150 12.3 302 147.0' 12.3 0.0 F1.000 E: 7.0 7.00 0.0 15 147.0 12.3 0.0 1.101 12.00 0.000 0.0 Pipe: 46 0.0 0.0 17.50 150 12.3 16 147.0 12.3 2.0. 14 F1.000 T: 5.0 5.00 0.0 15 147.0 12.3 2.0 1.101 22.50 0.001 0.0 Pipe: 47 0.0 0.0 43.00 150 12.3 16 147.0 12.3 1.7 12 F1.000 E: 7.0 12.00 ' 0.0 17 147.0 12.3 1.7 1.101 T: 5.0 55.00 0.001 0.0 Pipe: 48 0.0 1.7 17 23.00 150 12.4 10A 147.0 12.4 2.0 15 F1.000 T: 5.0 5.00 0.0 16 ' 147.0 12.3 3.7 1.101 28.00 0.003 0.1 NOTES (HASS) (1) Calculatiods were performed by the HASS 8.6 computer program in accotdahce with NFPA13 (2016), under ii 6 6''n"se no. 16080.621 4i.anted by HRS Si,stOrns, Inc. 208 Southside Square Peterburg, •TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.059 gpm. Total pressure at each node is used in balancing the system. Maximum wat?r velocity is 10.5 ft/sec at pipe 21. Items listed in bold print on the cover sheet OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 380 sq. ft. COVERAGE PER SPRINKLER: 16' X 161 -256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.7 gpm TOTAL WATER REQUIRED (including hose): 54.7 gpm FLOW AND PRESSURE (8 BOR) 54.7 gpm 8 35.8 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 80.0 70.0 G A U 60.0 C E 50.0 P R E S 40.0 S U , R 30.0 E 20.0 im 10.0 [SWI] -14. WATER SUPPLY ANALYSIS Static: 72.26: psi Resid: 67.07 psi F1o: 1500.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 * DATE 1Q/20/201605ERT50N RANCH MARKET RATE APTS-BLDG 2(3RD) (10-20-16) SDF .JQ TITLE• ROBERTSON RANCH APTS NFPA WATER SUPPLY DATA SOURCE STATIC RESID FLOW AVAIL TOTAL REQ'D NODE PRESS PRESS 8 PRESS 8 DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) PM) (PSI) . . I Si 72.3 . 67.1 1500.0 72.2 54.7 50.5 - AGGREGATEFLOWANALi5L5: -- • __________ TOTAL FLOW AT SOURCE • . 54.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM •-':. OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 54.7 GPM • NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 51 130.0 SOURCE 50.5 54.7 Dli 130.0 - - - - 50.5 - - - SF1 136.0 - - - - 47.9 - - - BF2 136.0 -. - - - 35.9 - - - D12 130.0 - - - - 38.5 - - - Ui 130.0 - - - - 38.5 - - - U2 132.0 - - - - 37.6 U3 134.0 - - - - 36.8 - - - U4 135.0 - - - - 36.3 - - - US 133.0 - - - - 37.2 Ti 135.0 - - - - 36.3 - - - BOR2 136.0 - - - - 35.8 - - - TOR2 145.0 - - - - 31.3 - - - 1 145.0 - - - - • 30.0 - - - 1A • 145.0 - - - - 29.2 - - - lB 145.0 - - - - 27.2 - - - 2 145.0 - - - - • 27.7 - - - 3 145.0 - - - - 27.5 - - - 4 145.0 - - - - 27.4 - - - 5 145.0 - - - - 27.1 • - - - 6 145.0 - - - - 27.0 - - - 7 145.0 - - - - 26.8 - - - 8 145.0 - - - - 26;5 - - - 9 15.0 - - - - 19.9 - - - 9A 155.0 - - - - 19.9 - - - 10 155.0 - - - - 19.8 - - - bA 155.0 - - - - 19.8 - - - ii 155.0 - - - - 19.8 - - - 12 155.0 - - - - 19.8 - - - 201 155.0 - - - - 19.8 - - - 202 155.0 - - - - 19.8 - - - 203 155.0 • -. - - - 19.8 - - - 204 155.0 - - - - 19.8 - - - 13 155.0 - - - - 19.8 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page. 3 DATE: 10/20t20160BERTSON RANCH MARKET RATEAPTS-BLDG 2(3RD) (10-20-16) .SbF JOB TITLE: ROBERTSON RANCH APTS NODE ANALYSIS DATA , NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 14 165.0 - - - - 12.7 - - - .15 165.0 - - - - 12.6 - - - 16 165.0 - - - - 9.9 - - - 17 165.0 - - - - 9.8 - - - 18 165.0 - - - - 11.0 - - - 19 165.0 - - - - 8.1 20 165.0 - - - - 7.5 - - - 21 165.0 - - - - 7.5 - - - 301 165.0 K= 4.90 7.1 13.0 302 165.0 K= 4.90 7.7 13.6 303 165.0 K= 4.90 7.0 13.0 304. 165.0 K= 4.90 9.4 15.0 LI • • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 10/20/20160BERT50N RANCH MARKET RATE APTS-BLDG 2(3RD) (10-20-16) SDF JOB TITLE ROBERTSON RANCH APTS I NFPA2 PIPE DATA Pipe Tag K-fàc Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) ..:PT- (q) Node/ Nom ID EqLn. F (Pe) .. To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 . 86.00 150 50.5 Si 130.0 50.5 54.7 BF1 18.000 T:43.9 43.86 0.0 . Dli 130.0 50.5 54.7 7.680 G: 0.0 129.86 0.000 0.0 .. Pipe: 2 0.0.0.0 6.00 140 50.5. Dli 130.0 50.5 54.6 BF2 D8.000 2E:62.0 62.00 2.6..•2, SF1 136.0 479 54.6 8.390 68.00 0.000 0.0- Pipe: 3 0.0 Fixed Pressure Loss Device SF1 136.0 47.9 54.6 D12 12.0 psi, 54.6 gpm BF2 136.0 35.9 54.6 Pipe: 4 0.0 0.0 6.00 140 35.9 BF2 136.0 35.9 54.6 Ui D8.000 2E:62.0 62.00 -2.6 D12 130.0 38.5 54.6 8.390 68.00 0.000 0.0 Pipe: 5 0.0 15.8 U5 E:22.6 180.00 150 38.5 D12 130.0 38.5 38.9 U2 18.000 T:43.9 66.42 0.0 Ui 130.0 38.5 54.6 7.680 2L: 0.0 246.42 0.000 0.0 Pipe: 6 0.0 0.0 75.00 150 38.5 Ui 130.0 38.5 38.9 U3 18.000 ---- 0.00 0.9 U2 132.0 37.6 38.9 • 7.680 75.00 0.000 0.0 Pipe: 7 0.0 54.6 Ti 100.00 150 37.6 U2 132.0 37.6 -15.8 U4 18.000 T:43.9 43.86 0.9 U3 134.0 36.8 38.9 7.680 143.86 0.000 0.0 Pipe: 8 0.0 0.0 210.00 150 36.8 U3 134.0 36.8 54.6 BOR2 18.000 4E:90.2 90.24 0.4 Ti 135.0 36.3 54.6 7.680 G: 0.0 300.24 0.000 0.0 Pipe: 9 0.0 0.0 30.00 150 36.3 Ti • 135.0 36.3 54.6 TOR2 14.000 2E:31.9 31.86 0.4 BOR2 136.0 35.8 54.6 4.070 61.86 0.001 0.0 Pipe: 10 0.0 54.6 Ti E:22.6 525.00 150 36.3 U4 135.0 36.3 -38.9 U2 18.000 6L: 0.0 22.56 -0.4 U3 134.0 36.8 15.8 7.680 G: 0.0 547.56 0.000 0.0 Pipe: ii 0.0 0.0 2E:45.1 220.00 150 37.2 U5 133.0 37.2 15.8 U3 18.000 T:43.9 88.98 0.9 U4 135.0 36.3 15.8 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 12 0.0 0.0 2E:45.1 220.00 150 38.5 Ui 130.0 38.5 15.8 U4 18.000 T:43.9 88.98 1.3 U5 133.0 37.2 15.8 7.680 G: 0.0 308.98 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 10/20/20160BERTSON RANCH MARKET RATE APTS-BLDG 2(3RD) (10-20-16) SDF JOB TITLE: ROBERTS04RA9CHAPTS Pipe Tag K-fac Add Fl AcjdF1 To Fit: L C (Pt) Frrn Node El (ft) PT (q) Npde/ Mom ID Eq.Ln. F (Pe) N To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 9.00 150 35.8 BOR2 136.0 35.8 54.6 1 F1.500 C:14.0 0.00 3.9 TOR2 145.0 31.3 54.6 1.598 E: 9.0 9.00 0.071 0.6 Pipe: 14 0.0 12.0 lB 2.00 150 31.3 - TOR2 145.0 31.3 - 42.6 _l.. F1.500 E: 9.0 17.00 o.o: 1 145.0 30.0 54.6 1.598 T: 8.0 19.00 0.071 1.4; Pipe: 15 0.0 0.0 8.00 150 30..0 1 145.0 30.0 42.6 2 F1.500 T: 8.0 8.00 0.0 1A 145.0 29.2 42.6 1.598 16.00 0.045 0.7 Pipe: 15A 0.0 29.7 9A 18.00 150 29.2 1A 145.0 29.2 12.9 3 F1.500 E: 9.0 17.00 0.0 2 145.0 27.7 42.6 1.598 T: 8.0 35.00 0.045 1.6 Pipe: 16 0.0 0.0 92.00 150 30.0 1 145.0 30.0 12.0 7 F1.000 E: 7.0 12.00 0.0 lB 145.0 27.2 12.0 1.101 T: 5.0 104.00 0.027 2.8 Pipe: 16A 0.0 25.0 8 8.00 150 27.2 lB 145.0 27.2 -12.9 6 F1.000 T: 5.0 5.00 0.0 7 145.0 26.8 12.0 1.101 13.00 0.027 0.3 Pipe: 17 0.0 2.9 4 7.00 150 27.7 2 145.0 27.7 10.1 4 F1.250 T: 6.0 6.00 0.0 3 145.0 27.5 12.9 1.394 13.00 0.010 0.1 Pipe: 18 0.0 12.9 5 22.00 150 27.5 3 145.0 27.5 -2.9 3 F1.250 T: 6.0 6.00 0.0 4 145.0 27.4 10.1 1.394 28.00 0.006 0.2 Pipe: 19 0.0 12.9 5 2F: 2.0 67.00 150 27.5 3 145.0 27.5 -10.1 3 F1.000 E: 7.0 24.00 0.0 4 145.0 27.4 2.9 1.101 3T:15.0 91.00 0.002 0.2 Pipe: 20 0.0 2.9 6 20.00 150 27.4 4 145.0 27.4 10.1 6 F1.250 T: 6.0 6.00 0.0 5 145.0 27.1 12.9 1.394 26.00 0.010 0.3 Pipe: 21 0.0 12.9 7 22.00 150 27.1 5 145.0 27.1 -2.9 5 F1.250 T: 6.0 6.00 0.0 6 145.0 27.0 10.1 1.394 28.00 0.006 0.2 Pipe: 22 0.0 12.9 7 2F: 2.0 67.00 150 27.1 5 145.0 27.1 -10.1 5 F1.000 E: 7.0 24.00 0.0 6 145.0 27.0 2.9 1.101 3T:15.0 91.00 0.002 0.2 Pipe: 23 0.0 25.0 8 4.50 150 27.0 6 145.0 27.0 -12.0 lB F1.250 T: 6.0 6.00 0.0 7 145.0 26.8 12.9 1.394 10.50 0.010 0.1 ,. .... SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/20'1201.60BERTS0N RANCH MARKET RATE APTS-BLDG 2(3RD)(10-20-16).SDF ' JOB TITLE ROBERTSON RANCH APTS Pipe Tag . K-Hc Add Fl Add: Fl; -To Fit: L C (Pt):" Frm Node El (ft) PT (q) Node! Nom ID Eq Ln F (Pe) To Node El (ft) 'FT Tot.(Q) Dis0h Act lD (ft.) T Pflft. (Pt) ) ....... . . Pipe: 24 0.0 0.0 4.50 150 26.8 7 145.0 2.6.8 . 25.0 10A F1.250. T: 6.0 6.00 . 0.0., 8 14.5.0 . 26.5 25.0 1.394 . 10.50 0.032 0.Y3 . Pipe: 25 .0.0 2.8 9 . , 12.50 150 27.;7 2_ 145.0 27.7 26.9 .14 F1.000 E: 7.0 12.00 43 9A 155.0 19.9 29.7 • 1.101 T: 5.0 24.50 0.141 3..5'' Pipe: 26 0..0 27.8 15 11.50 150 26.5 .. 8 145.0 26.5 -2.8 10 F1.000 E: 7.0 12.00 4.3. bA 155.0 19.8 25.0 1.101 T: 5.0 23.50 0.102 2.4 Pipe: 27 . 0.0 2.8 bOA 98.00 150 19.9.: . •' 9. 155.0 19.9 -1.2 11 F1.000 2E:14.0 19.00 0.0 .1 10 155.0 19.8 1.6 1.101 T: 5.0 117.00 0.001 0.1 Pipe: 28 0.0 2..8 bA 13.50 150 19.8 11 155.0 19.8 -1.6 9 F1.000 T: 5.0 5.00 0.0 10 155.0 19.8 1.2 1.101 18.50 0.000 0:0 Pipe: 29 0.0 0.0 10.50 150 19.8 12 155.0 19.8 1.2 10 F1.000 T: 5.0 5.00 0.0 11 155.0 19.8 1.2 1.101 15.50 0.000 0.0 Pipe: 30 0.0 . 0.0 12.50 150 19.8 202 155.0 19.8 ' 0.0 F1.000 E: 7.0 7.00 0..0 11 155.0 19.8 0.0 1.101 19.50 0.000 0.0 Pipe: 31 0.0 0.0 12.00 150 19.8 13 155.0 19.8 0.0 F1.000 T: 5.0 5.00 0.0 12 155.0 19.8 0.0 1.101 17.00 0.000 0.0 Pipe: 32 0.0 0.0 ' 4.00 150 19.8 203 155.0 19.8 0.0 F1.000 E: 7.0 7.00 0.0 13 155.0 19.8 0.0 1.101 . 11.00 0.000 0.0 Pipe: 33 0.0 0.0 14.50 150 19.8 201 155.0 19.8 0.0 F1.000 2E:14.0 14.00 0.0 13 155.0 19.8 0.0 1.101 28.50 0.000 0.0 Pipe: 34 . . 0.0 0.0 . , 15.00 150 19.8 204 155.0 19.8 1.2 11 F1.000 F: 1.0 6.00 0.0 12 155.0 19.8 1.2 1.101 T: 5.0 21.00 0.000 0.0 Pipe: 35 0.0 0.0 45.0 118.00 150 19.9 9 155.0 19.9 1.2 12 F1.000 45.00 0.0 204 155.0 19.8 1.2 1.101 163.00 0.000 0.1 Pipe: 36 0.0 24.3 18 12.00 150 19.9 9A 155.0 19.9 2.6 15 F1.000 K: 7.0 12.00 4.3 14 165.0 12.7 26.9 1.101 T: 5.0 24.00 0.117 2.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 10/20/20160BERTS6N RANCH MARKET RATE APTS-BLDG 2 (3RD) (10-20-16) SDF JOB TITLE ROBERTSON RANCH APTS Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frrn Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node ;El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 37 0.0 30.3 16 11.00 150 19 10A 155.0 19.8 -2.6 14 F1.000 E: 7.0 12.00 4.; 15 165.0 12.6 27.8 1.101 T: 5.0 23.00 0.125 2.9 Pipe: 38 0.0 27.8 15 2.00 150 19.8 -, 10 _.155.0 19.8 -25.0 8 F1.000 T: 5.0 5.00 0.0 : 10A 155.0 19.8 2.8 1.101 7.00 ö.002 0.o; Pipe: 39 0.0 1.2 204 2.00 150 19. 9A 155.0 19.9 1.6 10 F1.000 T: 5.0 5.00 0.0; 9 155.0 19.9 2.8 1.101 7.00 0.002 0.0 Pipe: 40 0.0 30.3 16 89.00 150 12.7 14 165.0 12.7 -27.8 lOA F1.000 3T:15.0 15.00 0.0 15 165.0 12.6 2.6 1.101 104.00 0.002 0.2 Pipe: 41 0.0 25.4 19 13.00 150 12.6 15 165.0 12.6 4.9 17 F1.000 T: 5.0 5.00 0.0 16 165.0 9.9 30.3 1.101 18.00 0.147 2.6 Pipe: 42 0.0 15.0 304 19.50 150 9.9 16 165.0 9.9 -10.1 304 F1.000 T: 5.0 5.00 0.0 17 165.0 9.8 4.9 1.101 24.50 0.005 0.1 Pipe: 43 4.90 15.0 Disch 5.00 150 9.8 17 165.0 9.8 0.0 F1.000 T: 5.0 5.00 0.0 304 165.0 9.4 15.0 1.101 10.00 0.040 0.4 Pipe: 44 0.0 15.0 304 56.00 150 11.0 18 165.0 11.0 -4.9 304 F1.000 T: 5.0 5.00 0.0 17 165.0 9.8 10.1 1.101 61.00 0.019 1.2 Pipe: 45 0.0 11.8 20 12.00 150 9.9 16 165.0 9.9 13.6 302 F1.000 T: 5.0 5.00 0.0 19 165.0 8.1 25.4 1.101 17.00 0.106 1.8 Pipe: 46 4.90 13.6 Disch 5.00 150 8.1 19 165.0 8.1 0.0 F1.000 E: 7.0 7.00 0.0 302 165.0 7.7 13.6 1.101 12.00 0.033 0.4 Pipe: 47 0.0 13.0 301 12.50 150 8.1 19 165.0 8.1 -1.2 21 F1.000 E: 7.0 12.00 0.0 20 165.0 7.5 11.8 1.101 T: 5.0 24.50 0.026 0.6 Pipe: 48 4.90 13.0 Disch 6.50 150 7.5 20 165.0 7.5 0.0 F1.000 E: 7.0 7.00 0.0 301 165.0 7.1 13.0 1.101 13.50 0.031 0.4 Pipe: 49 0.0 13.0 301 5.00 150 7.5 21 165.0 7.5 -11.8 19 F1.000 T: 5.0 5.00 0.0 20 165.0 7.5 1.2 1.101 10.00 0.000 0.0 - 1: .2. . . SPRINKLER SYSTEM HYDRAULLCNALYSIS Page 8 DATE 10/20/2016oBERTSON RANCH MARKET RATE APTS-BLDG 2(3RD) (10-20-16) SDF JOB TITLE: RTSdN RANCH AS •' •• .. .•..• .... :. Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node/ Non ID Eq. Ln F (Pa) ' N To Node El (ft) PT Tot (Q) Disch Act PD (ft ) T Pf/ft (Pf) Pipe: 50 4.90 130 Disch . . 7.5.0 150 7.5 21 165.0 7.5 0.0 Fl.000 E: 7.0 7.00,0. 303 165.0 7.0 13.0 1.101 14.50 0.031 Pipe: 51 . 0.0 13..Q.303 . . 84.50 150 11.0 -- - _l8 .._1$5.0. .0 . 1.2 20 F1.000 E: 7.0 12.00 0.ó 21 165.0 7.5 14.2 . 1.101 T: 5.0 96.50 0.036 3 Pipe: 52 0.0 14.2 21 13.00 150 12. 14 165.0 12.7 10.1 17 F1.000 T: 5.0 5.00 0.o . 18 165.0 11.0 24.3 1.101 18.00 0.098 1.8 NOTES (HASS) Calculations were performed by the BASS 8.6 computer program in accordance w3Eh. 9FPA13 (2916) under license no 16080621 granted by HRS Systems, Inc. 208 Southside Square • Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum. imbalance at any node of. 0.059 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.2 ft/sec at pipe 41. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDZRD1.PIP PAGE: D MATERIAL.: DIRON I4WC: 140 Diameter EcLuiyalënt Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATO1 NUMBER: 57.8 gpm 57.8 gpm 57.8 gpm @ 34.8 psi 1/2" inch INNOVATIVE FIRE PROTECTION,INC. JOE PLASSMEYER CARLSBAD FIRE DEPARTMENT C-16 711148 CALCULATIONS BY I-lASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 80 .0 70.0. G A 60.0 G E 50 .0- P R E S S U R E 40.0 30.0 20.0 10.0 0.0 -14. Note: (1) (2) c_I WATER SUPPLY ANALYSIS . I Static: 72.26 psi Resid: 67.07 psi Flow: 1500.0 gpm - . - LEGEND . ,. Available presufe -tj 72.25 psi @ 57.8 gpm 01 f"j to- C) H- 2 Required - - - - pressure Z7i HU) ZH1 C) 0 C) Co HO CO' Co OH Cn C . A. Source Supply Curve - - B. Demand Curve System 0 -- .0 00 OH- Co —0) N) 0 I-- CD I- -0 0 (0 0' - - -_ -: 1 11 U.U1 •±- FLOW (G'PM) DashedlLines indicte extrapolated • values: from TestResu1ts - , • On Site pressures are based on hose s t ream deductrn at the ou r, 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS .. ?ae.2 DATE 10/20/2O16OBERTS0N RANCH MARKET RATE APTS-BLDG 2(2ND) (10-20-16) SDF JOB TITLE: RBRTSON RANCH APTS . NFPA WATER SUPPLY DATA .. . . . . . . SOURCE STATIC RESID. FLOW AVAIL. TOTAL .. REQ.'D H NODE PRESS. P.aEs.S. 8. PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (P51) Si 72.3 67.1 .1500.0 72.2 57.8 49..5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 57.8 GPM . . TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM 2 OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 57.8 GPM NODE ANALYSIS DATA ... NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 51 130.0 SOURCE 49.5 57.8 Dli 130.0 - - - - 49.5 - - - BFI 136.0 - - - - 46.9 - - - BF2 136.0 - - - - 34.9 - - - DI2 130.0 - - - 37.5 - - - Ui 130.0 - - - - 37.5 - - - U2 132.0 - - - - 36.6 - - - U3 134.0 - - - - 35.8 - - - U4 135.0 - - - - 35.3 - - - U5 133.0 - - - - 36.2 - - - Ti 135.0 - - - - 35.3 - - - BORG 136.0 - - - - 34.8 - - - TOR 145.0 - - - - 30.2 - - - 1 145.0 - - - - 28.7 1A 145.0 - - - - 27.9 - - - lB 145.0 - - - - 25.6 - - - 2 145.0 - - - - 26.2 . - - - 3 145.0 - - - - 26.0 - - - 4 145.0 - - - - 25.8 - - - 5 145.0 - - .- - 25.5 - - - 6 145.0 - - - - 25.3 - - - 7 145.0 - - - - 25.2 - - - 8 145.0 - - - - 24.8 - - - 9 155.0 - - - - • 17.6 - - - 9A 155.0 - - - - 18.2 - - - 10 155.0 - - - - 16.3 - - - bA 155.0 - - - - 17.6 - - - ii 155.0 - - - - 11.5 - - - 12 155.0 - - - - 9.9 - - - 201 155.0 K= 4.90 7.0 13.0 202 155.0 K= 4.90 10.6 16.0 203 155.0 K= 4.90 7.6 13.5 204 155.0 K= 4.90 9.9 15.4 13 155.0 - - - - 7.9 - - - . : '. . • . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 10/20/2016OBERTS0N RANCH MARKET RATE APTS-BLDG 2(2ND) (10-20-16) SDF JOB TILE ROBE RO .RANCHSTS •••.-• -. • • .....-. . • NODE ANALYSIS DATA NODE TAG ELE 11 VATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) . (Psi) (GPM) . . 14 165.0 - - - - 137 --- 15 165.0 - - - - 13.5 - - - .• 16 165.0. - -. - - 13.5 - - - 17 165.0 - - - - 13.6 - - - 18 165.0 - - - - 13.6 - - - 19 -- 165.0 - - -. - 13.5 - - - 20 165.0 - - - - 13.6 - - - . • 21 165.0 - - - - 301 165.0 - - - . 13.6 - - - . -• 302 165.0 - - - - 13.5 - - - 303 165.0 - - - - 13.6 304 165.0 - - - - 13.6 - - - . . . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 10/20/20160BERTSON RANCH MARKET RATE APTS-BLDG 2(2ND) (10-20-16) SDF BTITL: ROBERTSON. RANCH APT.S NFPA2 PIPE DATA .• . . . . . . Pipe Tag .. K-fec Add Fl AddFlTo, . Fit L C Frm Node El (ft). !f . (q)......N.oé/ .Nom- ID . q.Ln... F (Re To Node El (ft) PT Tot (Q) Disch Act ID (ft.) T Pf/ft (Pf) Pipe: I Source 0.0 . . . 86.00 150 49.15' Si 130.0 49.'5 57.8 BF1 18.000 T:43.9 43.86 o.o1 Dli 130.0 49.5 57.8 7.680 . G: 0.0 129.86 0.000 0.O Pipe: 2 - . 00 - 0.0 6.00 140 Dli 130.0 49.5 5.7.8 BF2 D8.000 2E:62.0 62.00 2!6 BF1 136.0 46.9 57.8 8.390 68.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device EF1 136.0 46.9 57.8 D12 12.0 psi, 57.8 gpm BF2 136.0 34.9 57.8 Pipe: 4 0.0 0.0 6.00 140 34.9 BF2 136.0 34.9 57.8 Ui D8.000 2E:62.0 62.00 -2.6 D12 130.0 37.5 57.8 8.390 68.00 0.000 O.D. Pipe: 5 0.0 16,7 U5 E:22.6 180.00 150 37.5 D12 130.0 37.5 41.2 U2 18.000 T:43.9 66.42 0.0 Ui 130.0 37.5 57.8 7.680 2L: 0.0 246.42 0.000 0.0 Pipe: 6 . . 0.0 0.0 75.00 150 37.5 Ui 130.0 37.5 41.2 U3 18.000 ---- 0.00 0.9 U2 132.0 36.6 41.2 7.680 75.00 0.000 0.0 Pipe: 7 0.0 57.8 Ti 100.00 150 36.6 U2 132.0 36.6 -16.7 U4 18.000 T:43.9 43.86 0.9 U3 134.0 35.8 41.2 7.680 143.86 0.000 0.0 Pipe: 8 0.0 0.0 210.00 150 35.8 U3 . 134.0 35.8 57.8 BOR2 18.000 4E:90.2 90.24 0.4 Ti 135.0 35.3 57.8 7.680 G: 0.0 300.24 0.000 0.0 Pipe: 9 0.0 0.0 30.00 150 35.3 Ti 135.0 35.3 57.8 TOR2 14.000 2E:31.9 31.86 0.4 BORG 136.0 34.8 57.8 4.070 61.86 0.001 0.1 Pipe: 10 0.0 57.8 Ti E:22.6 525.00 150 35.3 U4 135.0 35.3 -41.2 U2 18.000 6L: 0.0 22.56 -0.4 U3 134.0 35.8 16.7 7.680 G: 0.0 547.56 0.000 0.0 Pipe: 11 0.0 0.0 2E:45.1 220.00 150 36.2 U5 133.0 36.2 16.7 U3 18.000 T:43.9 88.98 0.9 U4 135.0 35.3 16.7 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 12 0.0 0.0 2E:45.1 220.00 15O 37.5 Ui 130.0 37.5 16.7 - U4 18.000 T:43.9 88.98 1.3 U5 133.0 36.2 16.7 7.680 G: 0.0 308.98 0.000 0.0 • . :, . . ., SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 10/20/20160BERTSoN RANCH MARKET RATE APTS-BLDG 2(2ND) (10-20-16) SDF OB TITL : ORTS.ON.thCH A.PTS . ...: ..... •• . : : Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node! Nom ID Eq Ln F (Pe) To Node. El (ft) PT Tot. (Q) Dich Act ID (ft.) .T Pf!ft. (f) Pipe: 13 . 0.0 0.0 9.00 150 34: BOF 136.0 34.8 578 1 F1.500 C:14.0 0:.O0 3.9' TOF 145.0 30.2 57.8 1.598 E: 9.0 9.00 0.079 0.7 Pip.e;4 0.0 12.9 lB 2.00 150. 30.2 - TOF3 145 0 30.2 44 9 1A . F1.500 E 9 0 17.00 0.0 1 145.0 28.7 57.8 1.598 T: 8.0 19.00 0.079 1.5 • Pipe 15 • 0.0 0.0 8.00 150 287. 1 145.0 28.7 44.9 2 F1.500 T: 8.0 8.00 0.0 1A 145.0 27.9 44.9 1.598 16.00 0.050 0.0 Pipe:. 15A- 0.0 30.5 9A 18.00 150 27..9 1A • 145.0 27.9 14.5 3 F1.500 E: 9.0 17.00 0.0' - 2 -• . 145.0 26.2 44.9 1.598 T: 8.0 35.00 0.050 l.', Pipe: 16 . 0.0 0:0 92.00 150 28.7 1 . 145.0 28.7 12.9 7 F1.000 E: 7.0 12.00 . 0.0 145.0 25.6 12.9 1.101 T: 5.0 104.00 0.030 3.1 Pipe: 16A 0.0 27.3 8 8.00 150 25.6 lB • 145.0 25.6 -14.5 6 F1.000 T: 5.0 5.00 0.0 7 145.0 25.2 12.9 1.101 13.00 0.030 0.4 Pipe: 17 0.0 3.2 4 7.00 150 26.2 2 145.0 26.2 11.3 4 F1.250 T: 6.0 6.00 0.0 3 145.0 26.0 14.5 1.394 13.00 0.012 0.2 Pipe: 18 0.0 14.5 5 22.00 150 26.0 3 . 145.0 26.0 -3.2 3 F1.250 T: 6.0 6.00 0.0 4 145.0 25.8 11.3 1.394 28.00 0.007 0.2 Pipe: 19 0.0 14.5 5 2F: 2.0 67.00 150 26.0 3 • 145.0 26.0 -11.3 3 F1.000 E: 7.0 24.00 0.0 4 . 145.0 25.8 3.2 1.101 3T:15.0 91.00 0.002 0.2 Pipe: 20 0.0 3.2 6 20.00 150 25.8 4 145.0 25.8 11.3 6 F1.250 T: 6.0 6.00 0.0 5 145.0 25.5 14.5 1.394 26.00 0.012 0.3 Pipe: 21 0.0 14.5 7 22.00 150 25.5 5 145.0 25.5 -3.2 5 F1.250 T: 6.0 6.00 0.0 6 145.0 25.3 11.3 1.394 28.00 0.007 0.2 Pipe6 22 0.0 14.5 7 2F: 2.0 67.00 150 25.5 5 145.0 25.5 -11.3 5 P1.000 E: 7.0 24.00 0.0 6 145.0 25.3 3.2 1.101 3T:15.0 91.00 0.002 0.2 Pipe 23 0.0 27.3 8 4.50 150 25.3 6 . 145.0 25.3 -12.9 lB F1.250 T: 6.0 6.00 0.0 7 • 145.0 25.2 14.5 1.394 10.50 0.012 0.1 .- . . -,.... . ., . .. . SPRINKLER SYSTEM HYDRAULIC ANALYSIS,Page 6 DATE:.rO/2O/2016OBERTSO RANCH MARKET RATE APTSBLDG 2(2ND)(10-20B6)SDF- JOB TITLE ROBERTSON RANCH APTS Pipe Tdg K-fac Add El Add Fl To Fit L C (Pt) rm -Nbde -El (ft) PT () .. -,./ Mom ID Eq.Ln. . . (Per To Node El (ft) PT Tot (Q) Disch Act ID (ft ) T Pf/ft (Pf) . Pip, :24 . .0.0 . V 4.50 150 7 - 145.0. .25...2 27.3. lOA .F1.250 T: 6.0 6.00 0.0.V. V 8 145 0 24 Y6 27.3 1.3.94, 10 50 0 038 0 4 25 0 0 23 8 Pipe:., 9 12 50 150 2,6-2- 2 . _j5.0 26.? 6.7 14 F1.000 E: 7.0 12.00 4.3 9A . 155.0 18.2 30.5 . 12101 T: 5.0 24.50 0.148 3.6. Pipe: 26 : . 34.0 10 . . 11.50 150 24.-8- 145.0 24. -6.7 15 F1.000 E: 7.0 12.00 . 4.3 1A. 155.0 17.6 :27.3 . 1.101 T:.5.0 23.50 0.121 2. Pipe 27 . 0.0 414 . 11 - 98.00 150 17.6 9 .- 155.0 17.6 -34.0 bA--.. F1.00.0 2E;14.0 19.00 0.0.- 10 .:;- 155.0 16.3 7..3 1.101 T: 5.0 117.00 0.011 1.2, 'V Pipe:. 28 0.0 16.0 202 . 13.50 150 16.3 10 155.0 16.3 25;4. 12 F1.00-0 T 5.0 5.-00 0 0 1.1 155.0 . 11.5 41.4 1.101 18.50 0.261 4.8 ---fl Pipe: 29 . 0.0 26.5 13 10.50 150 . 11.5 1-1 155.0 11.5 -1.1 204 F1.000 T: 5.0 5.00 . 0.0; 12 . 155.0 9.9 25.4 1.101 15.50 0.106 1.6 Pipe: 30 4.90 16.0 Disch 12.50 150 11.5 11 155.0 11.5 0.0 F1.000 E: 7.0 7.00 0.0 202 155.0 10.6 16.0 1.101 19.50 0.045 0.9 Pipe: 31 0.0 13.0 201 12.00 150 9.9 12 . 155.0 9.9 13.5 203 F1.000 T: 5.0 5.00 0.0 13 . 155.0 7.9 26.5 1.101 17.00 0.114 1.9 Pipe: 32 4.90 13.5 Disch 4.00 150 7.9 13 . 155.0 7.9 0.0 F1,.000 E: 7.0 7.00 0.0 203 155.0 7..6 13.5 1.10'1 11.00 0.033 0.4 Pipe: 33 . 4.90. 13.0 Disch 14.50 1-50 7.9 13 155.0 7.'9 0.0 F1.000 2E:14.0 14.00 .00 201 155.0 70 13.0 . 1.101 28.50 0.031 0.9 Pipe:. 34 . 0 s 26.5 13. 15.00 150 9.9 204 155.0 9'.9- -'25.4.. -11k F1.000 F: 1.0 6.00 0.0 12 155.0 9.9 1.1 1.101 T: 5.0 21.00 0.000 0.0 4.90 15.4 Disch Pipe: 35 0.0 45.0 118.00 150 17.6 9 .155.0 17.6 1.1 12 F1.000 45.00 0.0 204 155.0 .9.9 16.4. 1.101 163.00 0.047 7.7 Pipe: 36 0.0 3.7 18 12.00 150 18.2 9A 155.0 18.2 2.9 15 F1.000 E: 7.0 12.00 . 43 14 165.0 13.7 6.7 1.101 T: 5.0 24.00 0.009 0.2 SPRINKLERSYSTEMHYDRAULIC ANALYSIS . Page 7 DATE: 10!2/2016OBERTSOW RANCH MARKET RATE APTS-BLDG 2(2ND)(10-20-16)SDF . ARTS' JOB TITLE- ROBERTSON RANCH Pipe Tag . K-fac Add Fl. AddtFl To Fi.t:................................ (Pt ) •. Frm Node El (ft) PT (q) Node! Norn ID Eq Ln F (Pe) To Node El (ft) PT Tot.. (Q) DIach Act ID (ft.) T Pfift (Pf) Pipe 37 0.0 34.0 10 11 00 150 13 5 15 165.0 13.5 -27.3 8 F1.000 E: 7.0 12.00: -4.3 lOA. 155.0 17.6 6.7. 1.101. T:. 5.0 23.00 0.009 0_2_-_: Pipe: 38 0.0 41.4 11 . 2.00 10 17.6 lOA 155.0 17.6 -7.3 9 P1.000 T: 5.0 5.00 0.0 10 155.0 16.3 34.0 1.101 7.00 0.182 1. Pipe: 39 0.0 16.4 204 2.00 150 18.2; 9A 155.0 18.2 7.3 10 F1.000 T: 5.0 5.00 0.0 9 155.0 17.6 23.8 1.101 7.00 0.094 0.7 Pipe: 40 0.0 6.7 bA 89.00 150 13.7 14 165.0 13.7 -3.7 16 P1.000 3T:15.0 15.00 0.0 15 165.0 13.5 2.9 1.101 104.00 0.002 0.2 Pipe: 41 0.0 6.7 10A 1..00 150 13.5 16 165.0 13.5 -2.9 14 F1.000 T: 5.0 5.00 0.0 15 . 165.0 13.5 3.7 1.101 18.00 0.003 0.1 Pipe: 42 0.0 3.7 15 19.50 150 13.6 17 165.0 13.6 -1.6 19 F1.000 T: 5.0 5.00 0.0 16 165.0 13.5 2.2 1.101 24.50 0.001 0.0 Pipe: 43 0.0 0.0 5.00 150 13.6 304 165.0 13.6 0.0 F1.000 T: 5.0 5.00 0.0 17 16.5.0 13.6 0.0 1.101 10.00 0.000 0.0 Pipe: 44 0.0 0.0 56.00 150 13.6 18 165.0 13.6 2.2 16 P1.000 T: 5.0 5.00 0.0 17 165.0 13.6 2.2 1.101 61.00 0.001 0.1 Pipe: 45 0.0 3.7 15 12.00 150 13.5 19 165.0 13.5 -2.2 17 P1.000 T: 5.0 5.00 0.0 16 . 165.0 13.5 1.6 1.101 17.00 0.001 0.0 Pipe: 46 0.0 0.0 5.00 150 13.5 302 165.0 13.5 0.0 P1.000 E: 7.0 7.00. 0.0 19 165.0 13.5 0.0 1.101 12.00 0.000 0.0 Pipe: 47 0.0 0.0 12.50 150 13.6 20 165.0 13.6 1.6 16 P1.000 E: 7.0 12.00 0.0 19 165.0 13.5 1.6 1.101 T: 5.0 24.50 0.001 0.0 Pipe: 48 0.0 0.0 6.50 150 13.6 301 165.0 13.6 0.0 F1.000 E: 7.0 7.00 0.0 20 165.0 13.6 0.0 1.101 13.50 0.000 0.0 Pipe: 49 0.0 0.0 5.00 150 13.6 21 165.0 13.6 1.6 19 P1.000 T: 5.0 5.00 0.0 20 165.0 13.6 1.6 1.101 10.00 0.001 0.0 S a 7 z. RINFLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE 0/20/20l6OBERTSON RANCH MARKET RATE APTS-BLDG 2(2ND) (10-20-16) SDF JOB TITLE ROBERTSON RANCH AP VV Vc5P'lI Pipe Tag K-fac Add Fl Add Fl To Fit L C (Pt) Frm Node El (ft) PT (q) Node! Non ID Eq Ln F (Pe) To Node El (ft) PT Tot (Q) Disch Act ID (ft.) T Pf/f (Pf) Pipe: 50 0.0 0.0 V 7.50 150 l3.6 VV Y 303 165A 13.6 0.0 F1.000 E 7.0 7.00 0 0 21 165.0 13;6• 0.0 1.101 14.50 0.000 0. pipe:V 51 0.0 0.0 84.50 150 13.6 V 18 V 165.0 13.6 1.6 20 F1.000 E: 7.0 12.00 0..0: 21 165.0 13:6 1.6 1.101 T: 5.0 96.50 0.001 0.1-' Pipe: 52 0.0 1.6 21 13.00 150 13. 14 -: 165.0 13.7 2.2 17 F1.000 T: 5.0 5.00 0.0 . V 18 165.0 13.6 3.7 1.101 18.00 0.003 0.1 NOTES .(BASS): (1) Calculations were performed by the HASS 8.6 computer program - : accordance wIth NFPAl3 (2016) under licnse no. 16080621 granted by V : HRS Systems, Inc. • 208 Southside Square Petersburg, TN 37144 V (931) 659-9760 The system has been calculated to provide an average -imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.056 gpm. Dotal pressure at each node is used in balancing the system. Maximum water velocity is 13.9 ft/sec at pipe 28. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe table Name: STANDJRD1.PIP PAGE: :b MATERIAL: DIRON HWC: 140 Di-ameter Equivalent Fitting Lengths in Feet (iii). E L C B C N V Eli Tee LngEil ChkVlv BfyVlv GatViv NPTee 8.39'O 31.00 59.00 22.00 76.00 -2000 7.00 59.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR ROBERTSON RANCH MARKET RATE APTS 2536 WEST RANCH STREET CARLSBAD, CA MAINTENANCE BLDG (17) FILE NUMBER: C6158 DATE: OCTOBER 23, 2016 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .10 gpm sq. ft. AREA OF APPLICATION: 380 sq. ft. COVERAGE PER SPRINKLER: 10' X 10'-100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 54.0 gpm TOTAL WATER REQUIRED (including hose) 54.0 gpm FLOW AND PRESSURE (8 BOR) 54.0 gpm 8 28.3 psi SPRINKLER ORIFICE SIZE: 1/2" inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. WATER SUPPLY ANALYSIS Static: 72.26 psi Resid: 67.07 psi Flow: 1500.0 gpm III FLOW (GEM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source E:IIWi] 70.0 C A U 60.0 C E 50.0 P R E S 40.0 S U R 30.0 E 20.0 10.0 -14. • ,. C :... 0-1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 10/24/20165S86\ROBERTSON RANCH MARKET APTS-MAINTENANCE BLDG JOB TITLE: ROBERTSON RANCH APTS NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQTD NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Si 72.3 67.1 1500.0 72.2 60.7 68.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 60.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 55.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 51 130.0 SOURCE 68.2 60.7 Dli 130.0 - - - - 68.2 - - - BFI 136.0 - - - - 65.6 - - - BF2 136.0 - - - - 53.6 - - - DI2 130.0 - - - - 56.2 - - - Ui 130.0 - - - - 56.2 - - - U2 132.0 - - - - 55.3 - - - U3 134.0 - - - - 54.4 - - - U4 135.0 - - - - 54.0 - - - US 133.0 - - - - 54.9 - - - 3A 136.0 - - - - 44.3 - - - 3B 138.0 HOSE STREAM 33.7 5.0 3 140.0 - - - - 28.3 - - - 4 142.0 - - - - 25.7 - - - 4A 142.0 - - - - 20.2 - - - 5 144.0 - - - - 10.3 - - - 101 144.0 K= 4.90 7.0 13.0 102 144.0 K= 4.90 7.5 13.4 103 144.0 K= 4.90 8.6 14.4 104 144.0 K= 4.90 9.2 14.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/24/2016SS86\ROBERTSON RANCH MARKET APTS-MAINTENANCE BLDG(17).SDF JOB TITLE: ROBERTSON RANCH APTS I NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Mom ID Eq.Ln. F (Pe) Note To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 86.00 150 68.2 Si 130.0 68.2 60.7 EFi 18.000 T:43.9 43.86 0.0 Dli 130.0 68.2 60.7 7.680 G: 0.0 129.86 0.000 0.0 Pipe: 2 0.0 0.0 . 6.00 140 68.2 Dli 130.0 68.2 60.7 BF2 D8.000 2E:62.0 62.00 2.6 At BFi 136.0 65.6 60.7 8.390 68.00 0.000 0.0 Pipe: 3 0.0 Fixed Pressure Loss Device DPi 136.0 65.6 60.7 D12 12.0 psi, 60.7 gpm BF2 136.0 53.6 60.7 Pipe: 4 0.0 0.0 6.00 140 53.6 BF2 136.0 53.6 60.7 Ui 08.000 2E:62.0 62.00 -2.6 D12 130.0 56.2 60.7 8.390 68.00 0.000 0.0 Pipe: 5 0.0 32.1 U5 E:22.6 180.00 150 56.2 D12 130.0 56.2 28.6 U2 18.000 T:43.9 66.42 0.0 Ui 130.0 56.2 60.7 7.680 2L: 0.0 246.42 0.000 0.0 Pipe: 6 0.0 0.0 75.00 150 56.2 Ui 130.0 56.2 28.6 U3 18.000 ---- 0.00 0.9 U2 132.0 55.3 28.6 7.680 75.00 0.000 0.0 Pipe: 7 0.0 0.0 100.00 150 55.3 U2 132.0 55.3 28.6 U4 18.000 T:43.9 43.86 0.9 U3 134.0 54.4 28.6 7.680 143.86 0.000 0.0 Pipe: 9 0.0 0.0 80.00 150 54.0 U4 135.0 54.0 60.7 3D E1.500 3E:22.5 30.50 0.4 3A 136.0 44.3 60.7 1.610 T: 8.0 110.50 0.083 9.2 Pipe: 10 0.0 60.7 3A E:22.6 525.00 150 54.4 U3 134.0 54.4 -32.1 U5 18.000 6L: 0.0 22.56 0.4 U4 135.0 54.0 28.6 7.680 G: 0.0 547.56 0.000 0.0 Pipe: 11 0.0 60.7 3A 2E:45.1 220.00 150 54.9 US 133.0 54.9 -28.6 U3 18.000 T:43.9 88.98 0.9 U4 135.0 54.0 32.1 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 12 0.0 0.0 2E:45.1 220.00 150 56.2 Ui 130.0 56.2 32.1 U4 18.000 T:43.9 88.98 1.3 U5 133.0 54.9 32.1 7.680 G: 0.0 308.98 0.000 0.0 Pipe: 13 H.S. 5.0 Disch 3.00 150 44.3 3A 136.0 44.3 55.7 3 L1.000 E: 3.0 10.00 0.9 3D 138.0 33.7 60.7 1.025 T: 7.0 13.00 0.751 9.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/24/20165586\ROBERTSON RANCH MARKET APTS-MAINTENANCE BLDG(17) .SDF JOB TITLE: ROBERTSON RANCH APTS Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf Pipe: 14 0.0 0.0 3.00 150 33 3B 138.0 33.7 55.7 4 F1.000 E: 7.0 7.00 0 3 140.0 28.3 55.7 1.101 10.00 0.452 4 Pipe: 15 0.0 0.0 2.00 120 28 3 140.0 28.3 55.7 4A A1.000 0.00 0 4 142.0 25.7 55.7 1.049 2.00 0.865 1 Pipe: 16 0.0 Fixed Pressure Loss Device 4 142.0 25.7 55.7 5 5.5 psi, 55.7 gpm 4A 142.0 20.2 55.7 Pipe: 17 0.0 29.3 104 8.00 150 4A 142.0 20.2 26.4 102 F1.000 E: 7.0 12.00 5 144.0 10.3 55.7 1.101 T: 5.0 20.00 0.452 Pipe: 18 4.90 13.4 Disch 12.50 150 5 144.0 10.3 13.0 101 F1.000 E: 7.0 12.00 102 144.0 7.5 26.4 1.101 T: 5.0 24.50 0.114 Pipe: 19 4.90 14.9 Disch 3.00 150 5 144.0 10.3 14.4 103 F1.000 T: 5.0 5.00 104 144.0 9.2 29.3 1.101 8.00 0.138 Pipe: 20 4.90 13.0 Disch 8.50 150 102 144.0 7.5 0.0 F1.000 E: 7.0 7.00 101 144.0 7.0 13.0 1.101 15.50 0.031 Pipe: 21 4.90 14.4 Disch 8.50 150 104 144.0 9.2 0.0 F1.000 E: 7.0 7.00 103 144.0 8.6 14.4 1.101 15.50 0.037 NOTES (HASS) Calculations were performed by the BASS 8.6 computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.100 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 23.6 ft/sec at pipe 13. Items listed in bold print on the cover sheet 20.2 0.9 9.0 10.3 0.0 2.8 10.3 0.0 1.1 7.5 0.0 0.5 9.2 0.0 0.6 / Robertson Ranch'- Senior Housing Site October 11, 201G Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson Engineering, Inc. File: 528033F FLOWRATE IS EXPRESSED IN GPM AND PRESSURE IN PSIG A SUMMARY OF THE ORIGINAL DATA FOLLOWS THERE IS A PRV AT JUNCTION 12 FOR LINE 101 SET AT A GRADE OF 280.00 PIPE NO.. NODE NOS. LENGTH DIAMETER ROUGHNESS MINOR LOSS K FIXED GRADE (FEET) (INCHES) 1 0 2 300.0 14.0 120.0 .00 430.00 3 2 4 950.0 8.0 120.0 .00 5 4 6 . 720.0 8.0 120.0 .00 7 6 8 280.0 8.0 120.0 .00 9 8 10 280.0 8.0 120.0 .00 11 10 12 130.0 8.0 120.0 .00 13 12 14 1100.0 12.0 120.0 .00 15 14 16 1060.0 12.0 120.0 .00 17 16 18 1330.0 12.0 120.0 .00 19 18. 20 540.0 12.0 120.0 . .00 21 20 22 1500.0 12.0 120.0 .00 23 18 24 310.0 12.0 120.0 .00 25 24 26 1960.0 12.0 120.0 .00 27 2 26 400.0 14.0 120.0 .00 101 12 102 200.0 12.0 120.0 .00 THERE IS A CHECK VALVE IN LINE NUMBER101 103 102 104 930.0 12.0 120.0 .00 104 104 105 870.0 8.0 120.0 .00 105 104 106 180.0 12.0 120.0 .00 107 106 108 350.0 12.0 120.0 .00 109 108 110 130.0 8.0 120.0 .00 111 . 108 112 350.0 12.0 120.0 .00 113 112 114 330.0 12.0 120.0 .00 115 114 . 116 360.0 12.0 120.0 .00 117 116 118 150.0 12.0 120.0 .00 119 118 120 260.0 8.0 .120.0 .00 121 120 122 290.0 8.0 120.0 .00 123 .122 124 250.0 8.0 120.0 .00 125 118 124 300.0 12.0 120.0 .00 127 124 126 . 240.0 8.0 120.0 .00 129 126 128 320.0 8.0 120.0 .00 131 118 128 250.0 8.0 120.0 .00 133 124 130 1470.0 12.0 120.0 .00 135 0 130 2700.0 14.0 120.0 .00 295.00 Page 1 of 6 Robertson Ranch - Senior Housing Site Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson October 11, 2016 Engineering, Inc File: 528033F JUNCTION NUMBER DEMAND ELEVATION CONNECTING PIPES 2 10.00 190.00 1 3 27 4 10.00 199.00 3 5 6 9.00 185.00 5 7 8 9.00 167.00 7 9 10 7.00 147.00 9 11 12 .00 130.00 11 13 101 14 .00 125.00 13 15 16 11.00 170.00 15 17 18 11.00 159.00 17 19 23 20 .00 136.00 19 21 22 .00 82.00 21 24 13.00 165.00 23 25 26 7.00 180.00 25 27 102 4.00 128.00 101 103 104 16.00 125.00 103 104 105 105 11.00 162.00 104 106 15.00 124.00 105 107 108 .00 128.00 107 109 111 110 32.00 122.00 109 112 16.00 100.00 111 113 114 8.00 110.00 113 115 116 8.00 128.00 115 117 118 3.00 138.00 117 119 125 131 120 2.00 133.00 119 121 122 6.00 137.00 121 123 124 6.00 145.00 123 125 127 133 126 6.00 155.00 127 129 128 4.00 148.00 129 131 130 .00 70.00 133 135 OUTPUT SELECTION: ALL RESULTS ARE OUTPUT EACH PERIOD 3 VALUES ARE OUTPUT FOR MAXIMUM AND MINIMUM PRESSURES THIS SYSTEM HAS MULTIPLE SUPPLY ZONES ZONE NO. 1 IS SUPPLIED THROUGH THESE PIPES: 101 135 THIS SYSTEM HAS 33 PIPES WITH 29 JUNCTIONS , 3 LOOPS AND 3 FGNS THE RESULTS ARE OBTAINED AFTER 12 TRIALS WITH AN ACCURACY = .00092 Page 2 of 6 Robertson Ranch - Senior Housing Site October 11, 2016. Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson Engineering, Inc.. File: 528033F Robertson Ranch Senior Housing Site File 528033F Fire Flow Analysis for Innovative Fire Protection Company Average Day Demands PIPE NO. NODE NOS. PLONRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 1 0 2 87.00 .00 .00 .00 .18 .02 3 2 4 24.70 .02 .00 .00 .16 .02 5 4 6 14.70 . .01 .00 .00 .09 .01 7 6 8 5.70 .00 .00 .00 .04 .00 9 8 10 -3.30 .00 .00 .00 -.02 .00 11 10 12 -10.30 .00 .00 .00 -.07 .00 13 12 14 -10.30 .00 .00 .00 -.03 .00 15 14 16 -10.30 .00 .00 .00 -.03 .00 17 16 18 -21.30 .00 .00 .00 -.06 .00 19 18 20 .00 .00 .00 .00 .00 .00 21 20 22 .00 . .00 .00 .00 .00 .00 23 18 24 -32.30 .00 .00 .00 -.09 -.01 25 24 26 -45.30 -.02 .00 .00 -.13 -.01 27 2 26 52.30 .00 .00 .00 .11 .01 THE CHECK VALVE IN LINE NUMBER 101 IS CLOSED 103 102 104 -4.00 .00 .00 .00 -.01 .00 104 104 105 11.00 .00 .00 .00 .07 .00 105 104 106 -31.00 .00 - .00 .00 -.09 .00 107 106 108 -46.00 .00 .00 .00 -.13 -.01 109 108 110 . 32.00 .00 .00 .00 .20 .04 111 108 112 -78.00 -.01 .00 .00 7.22 -.03 113 112 114 -94.00 -.01 .00 .00 -.27 -.04 115 114 116 -10200 -.02 .00 .00 -.29 -.04 117 116 118 -110.00 -.01 .00 .00 -.31 -.05 .119 118 120 -14.04 .00 .00. .00 -.09 -.01 121 120 122 -16.04 .00 .00 .00 -.10 -.01 123 122 124 . -22.04 .00 .00 .00 -.14 -.02 125 118 124 -86.47 -.01 .00 .00 -.25 -.03 127 124 126 22.49 .00 .00 .00 .14 .02 129 126 128 16.49 .00 .00 .00 .11 .01 131 118 128 -12.49 .00 .00 .00 -.08 -.01 133 124 130 . -137.00 -.11 .00 .00 -.39 -.07 135 0 130 137.00 .09 .00 .00 .29 .03 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 2 10.00 430.00 190.00 104.00 4 10.00 429.97 199.00 100.09 6 . 9.00 429.97 185.00 106.15 8 9.00 429.97 167.00 113.95 10 7.00 429.97 147.00 122.62 12 .00 429.97 130.00 129.99 14 .00 - 429.97 125.00 132.15 16 11.00 429.97 170.00 112.65 18 11.00 429.97 159.00 117.42 20 .00 429.97 136.00 127.39 22 .00 429.97 82.00 150.79 24 13.00 429.97 165.00 114.82 26 7.00 429.99 180.00 108.33 Page 3 of 6 Robertson Ranch - Senior Housing Site October 11, 2016 Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson Engineering, Inc.- File: 528033F. 102 4.00 294.74 128.00 72.25 104 16.00 294.74 125.00 73.55 105 11.00 294.73 162.00 57.52 106 15.00 294.74 124.00 73.99 108 1 .00 294..74 128.00 72.26 STATIC 110 32.00 294.74 122.00 74.85 112 16.00 294.75 100.00 84.39 114 8.00 294.76 110.00 80.06 116 8.00 294.78 128.00 72.27 118 3.00 294.79 138.00 67.94 120 2.00 294.79 133.00 70.11 122 6.00 294.79 137.00 68.38 124 6.00 294.80 145.00 64.91 126 6.00 294.79 155.00 60.58 128 4.00 294.79 148.00 63.61 130 .00 294.91 70.00 97.46 MAXIMUM PRESSURES 22 .00 429.97 82.00 150.79 14 .00 429.97 125.00 132.15 12 .00 429.97 130.00 129.99 MINIMUM PRESSURES 105 11.00 294.73 162.00 57.52 126 6.00 294.79 155.00 60.58 128 4.00 294.79 148.00 63.61 THE NET SYSTEM DEMAND = 224.00 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 87.00 135 137.00 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 224.00 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 A SUMMARY OF CONDITIONS SPECIFIED FOR THE NEXT SIMULATION FOLLOWS THE DEMANDS ARE CHANGED FROM ORIGINAL VALUES BY A FACTOR = 1.65 THE FOLLOWING SPECIFIC DEMAND CHANGES ARE MADE JUNCTION NUMBER DEMAND 106 1500.00 THE RESULTS ARE OBTAINED AFTER 6 TRIALS WITH AN ACCURACY = .00013 Page 4 of 6 TV Robertson Ranch - Senior Housing Site October 11, 2O16 Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson Engineering, Inc. File: 528033F Robertson Ranch Senior Housing Project Maximum Day Demands plus 1500 gpm Fire Flow at Node 106 Fire Flow is at Public Fire Hydrant in front of Senior Housing Site PIPE NO. NODE NOS. PLOWRATE HEAD LOSS PUMP HEAD MINOR LOSS VELOCITY HL/1000 1 0 2 690.53 .21 .00 .00 1.44 .70 3 2 4 239.67 1.43 .00 .00 1.53 1.50 5 4 6 223.1i .95 .00 .00 1.42 1.32 7 6 8 208.32 .32 .00 .00 1.33 1.16 9 8 10 193.47 .28 .00 .00 1.23 1.01 11 10 12 181.92 .12 .00 .00 1.16 .90 13. 12 14 -365.06 -.50 .00 .00 -1.04 -.46 15 14 16 -365.06 -.48 .00 .00 -1.04 -.46 17 16 18 -383.21 -.66 .00 .00 -1.09 -.50 19 18 20 .00 .00 .00 .00 .00 .00 21 20 22 .00 .00 .00 .00 .00 .00 23 18 24 -401.36 -.17 .00 .00 -1.14 -.54 25 24 26 -422.81 -1.17 .00 .00 -1.20 -.60 27 2 26 434.36 .12 .00 .00 .91 .30 101 0 102 546.98 .19 .00 .00 1.55 .96 103 102 104 540.38 .87 .00 .00 1.53 .94 104 104 105 18.15 .01 .00 .00 .12 .01 1d5 104 106 495.83 .14 .00 .00 1.41 .80 107 106 108 -1004.17 -1.04 .00 .00 -2.85 -2.96 109 108 110 52.80 .01 .00 .00 .34 .09 111 108 112 -1056.97 -1.14 .00 .00 -3.00 -3.26 113. 112 114 -1083.37 1.13' .00 . .00 -3.07 -3.41 115 114 116 -1096.57 -1.26 .00 .00 -3.11 -3.49 117 116 118 -1109.77 -.54 .00 .00 -3.15 -3.57 119 118 120 -157.43 -.18 .00 .00 -1.00 -.69 121 120 122 -160.73 -.21 .00 .00 -1.03 -.72 123 122 124 -170.63 -.20 .00 .00 -1.09 -.80 125 118 124 -803.15 -.59 .00 .00 -2.28 -1.96 127 124 126 170.64 .19 .00 .00 1.09 .80 129 . 126 128 160.74 .23 .00 .00 1.03 .72 131 118 128 -154.14 -.17 .00 .00 -.98 -.66 133 124 130 -1154.32 -5.64 .00 .00 -3.27 -3.84 135 0 130 1154.32 4.89 .00 .00 2.41 1.81 JUNCTION NUMBER DEMAND GRADE LINE ELEVATION PRESSURE 2 16.50 429.79 190.00 103.91 4 . . 16.50 428.36 199.00 99.39 6 14.85 427.41 185.00 105.05 8 14.85 427.09 167.00 112.71 iC 11.55 426.81 147.00 121.25 12 .00 426.69 130.00 128.56 14 .00 427.19 125.00 130.95 16 18.15 427.67 170.00 111.66 18 18.15 428.33 159.00 116.71 20 .00 428.33 136.00 126.68 22 .00 428.33 82.00 150.08 24 21.45 428.50 165.00 114.18 Page 5 of 6 Robertson Ranch - Senior Housing Site October, 11, 2O1. Fire Flow Analysis for Fire Sprinkler Flow Design Dexter Wilson Engineering, Inc. File: 528033F 26 108.19 11.55 429.67 180.00 102 6.60 279.81 128.00 65.78 104 26.40 278.93 125.00 66.70 105 18.15 278.92 162.00 50.67 106 1500.00 278.79 124.00 67.07 FLOW 108 .00 279.83 128.00 65.79 RESIDUAL 110 52.80 279.81 122.00 68.39 112 26.40 280.97 100.00 78.42 114 13.20 282.09 110.00 74.57 116 13.20 283.35 128.00 67.32 118 4,95 283.88 138.00 63.22 120 3.30 284.06 133.00 65.46 122 9.90 284.27 137.00 63.82 124 9.90 284.47 145.00 60.44 126 9.90 284.28 155.00 56.02 128 6.60 284.05 148.00 58.95 130 .00 290.11 70.00 95.38 MAXIMUM PRESSURES 22 .00 428.33 82.00 150.08 14 .00 427.19 125.00 130.95 12 .00 426.69 130.00 128.56 MINIMUM PRESSURES 105 18.15 278.92 162.00 50.67 126 9.90 284.28 155.00 56.02 128 6.60 284.05 148.00 58.95 THE NET SYSTEM DEMAND ,= 1844.85 SUMMARY OF INFLOWS(+) AND OUTFLOWS(-) FROM FIXED GRADE NODES PIPE NUMBER FLOWRATE 1 690.53 135 1154.32 THE NET FLOW INTO THE SYSTEM FROM FIXED GRADE NODES = 1844.85 THE NET FLOW OUT OF THE SYSTEM INTO FIXED GRADE NODES = .00 Page 6 of 6 LF856 ctor Backflow iés..(Type II) Size 21/2fl - 10 The FEBCO MasterSenes LF856 Double Check Detector Assemblies are desgrred to protect drnking water supplies from dangerous cross con nections in accordance with national plumbing codes and water authority req uirements for non health hazard non potable service applications such as irrigation, fire line, or industrial processing. This BackflOw Assembly is primar- ily used foi prOtection of drinking Waterystdriiand fire sprinkler systems, where Local Governing Code mandates protection from non potable quality water being pumped or siphoned back into the potable water system. Features Main Valve Inline Serviceable Assembly. No Special Tools Required for Sehiicing Captured Modular Spring Assembly Reversible & Replaceable Discs Field Repladeable SéatC Ductile Iron Valve Body DeCign ,Stainless Steel Check Compbnents Winterization feature withdisc retainers and valve body drain ports Clapper Check Assembly Commonafity between 1St & 2nd Check Components Captured 0-ring Design ALthiliáiy Bypas Compact Bypass Design; Aeniaihs Within Main Valve Assembly Profile Inline Serviceable 3W Backfiow Assembly No Special Tools Required fo Servicing Field Replaceable Seäts& Discs Detect Potëntiäl Underground Water Leaks Deteôt Unauthorized Water Usage Model LF856 Double Check Detector ASsembly. Specifications The FEBCO MasterSeries LF856 Double Check Detector Valve AsEembly shall be installed on the potable water supply and at each poin: of :ross- connection to protect against possible backpressure and backsiphnage conditions for non-health hazard (i.e., pollutant) applications. The a.sembly shall consist of a main line valve body composed of two (2) independently acting approved clapper style check modules with replaceable seers and disc rubbers. Servicing of both check modules does not require any special tools and ae accessed through independent top entry covers. This assembly shall be fitted with approved UL/FM inlet/outlet resilient seated shulaff valves and contain bur (4) properly located resi ieht seated test cocks as specified by A'MNA Standard C510. The auxiliary bypass line contains a%% 3/4' (16 x 19mm) Water Meter that complies with ANSI/AW\NA Standard C7CO coupled with an approved chdck assembly. The bypass line is designed to detect leaks or unauthorized water usage of the water system while protecting against possible backpressure and backsiphonage conditions for non-health hazard (i.e., pollutant) application. Flow and pressure loss performance parameters shall meet the requirements of AW\NA Standard C510. NOTICE The information contained herein is not ntended to replace the ful product installation and safety information available or the experience of a :rained product installer. You are required to thoroughly read all installatio i instruc- tions and product safety information before beginning the installatbn of this product. *The wetted surface of this product contacted by consumable water contains less than 025% of lead by weight. Job Name . Contractor Job Location .. - Approval Engineer ._. .. . Contractor's P.O. No. Approval -. . . Representative FEBCO product .specificationsin U.S. customary Units and metric are approximate and are provided for reference only. For precise measurements, please contact FEBCO Technical Serve. FEBCO reserves the right to change or modify product design, construction, specifications, or materials without prior notice and wthout incurring any obligation to make such changes ant mocifications on FEBCO products previously or subsequently sold. - Options .suffix OSY: ULIFMAppoVed OS&Y Gate Valves (ANSI AWWA 0515 Compliant) CFM: TotaIizihCubid faet/rnin 5/8 x 3/4 Water Meter (ANSI/AWWA C7OQ Compliant) GPM: 76talizing Gallons/mm 5/8x 3/4 Water Meter (ANSLAWWA 0700 Compliant) LG: Less ShutOff valves; This is NOT an APPROVED ASSEMBLY Exal iii orderiig Descriptions: 4° LF85-0SY-GFM Valve Assembly fitted with OS&Y Shutoff Valves & GállbhFeet pbr Minute Water MetO 4LF856-OSY-CFM - Valve Assembly fitted with OS&Y Shutoff Valves, Cubic feet per Minute Water Meter Assembly Flow Orientation: Horizontal & Vertical Up (21h - 10) - Approved by F000HR-USC, ASSE, cULus, FM, IAPMO Materials Belo.'/ is a general material list of the Model LF856. All assemblies size 21/2" through 10" is similar in materials and cons/ruction. Please contact your local F!EBCO Representative if you require further information. Main VàlvS Body: Ductile iron Grade 65-45-12 Coating Fusion epoxy coated internal and external AWWA C550 Shutoff Valves: OS&Y resilient wedge gate valves AWWA 0515 (UL/FM) ChéckSOts: Stainless Steel Disc Holder: Stainless Steel Elasforfier Disc Silicone Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) ASSE 1048 Listed **UL Classified (US & Canada) **FM Approved IAPMO AWWA Standard 0510 Compliant End Connections: Compliant to ASME B16.1 Class 125 & AWWA Class D Flange **Assembly configured with UL/FM Approved OS&Y RW Gate Valves. Less gate valve assemblies are not UL/EM approved configurations. U ** c®us4 ® Approved OPUS 1048 Pressure - Temperature Max. Working Pressure: 175 psi (12.1 bar) Min, Working Pressure: 10 psi (0.7 bar) Hydrostatic Test Pressure: 350 psi (24.1 bar) Hydrostatic Safety Pressure: 700 psi (48.3 bar) Temperature Range: 33°F - 140°F (0.5°C- 60°C) Continuous Spring: Stainless Steel Clamp: AWWA 0606 (10 Only) Diniensions Weights Below are the nominal dimenson and physical weights for the Model LF856 siZ6,2½ through 10 AJloia?ices must be made for normal manufactunng tolerances Please visit our website tod own lcad a copy of this products 'sta?lation instructions or contact your local FE00 Representative for more ih1dthafio. .•• . . V Model LF856 Assemblies w1 A B - •- E** F • 0 - - H OSY : in.. mm Jn. mm rhm in. m in. mm in, mm in. mm lbs. kg. 2112 4Q3/4 1035 251/2 648 10 254 108 416 41/2 114 71/8 181 13% 340 245 111 3 4P/a 1064 25% 651 10.. 254 221h 565 41/2 114 7% 187 13/8 340 271 123 461/4 1175 28 711 1'0 1/8 257 231/4 591 51/2 140 81/8 206 14 356 338 153 6 56 1422 343/4 883 123/4 . 324 301/a 765 61/2 165 91/8 251 15 381 515 234 8 . 65 1651 413/4 1061 155A 397 373/4 959 7 178 11½ 283 15/4 400 826 375 10 72/8 _1845 46/8 1178 15/s 397 48 1219 1 9 1 229 123/8 314 15/4 400 1234 _560 Indicates nominal dithensid'ns with OSY Gate Valves (Full Open Position) Indicates weight of complete Backflow Assemblies with specified Gate Valves 6" (1F856) Service Flow Rated Now 4" (iFRii IJL Rated Flow• - 1400 1600 GPM 5300 1pi• 17.0 tps *UL Rated Flow Performance Flowdpcity chart identffiesatO performancté based upon rated water Velocity 6p ,to 20fps, Maxirhum sec çeT flow, rt sdéte(tnih0d by' miirhUrfrhated Velocity Of 751ps. AWJA Manual M-2 (Appendix C) recdmmehds that the maximurri water Veloc ty in the sewicas be flctt more than 1Ofp. UL tow rate is determined by typically rated Velocity of 15 feet/sOc. 2½" (LF856) Service Flow . Rate dFh(w *UL Rated Flow 22 I. I I .1 I I l F. 12 I I e -1 a o za 50 75 100 125 150 175 200 225 250 275 300 325 350 GPM 284 568 952 1136 1pm 7.5 14.7 220 fps 3" (LF856) Service Flow Rated Flow *UL Rated Flow 12 Service flow Rated Flow 8" (1F856) 18 16 14 12 10 e 2 0 50 100 150 200 250 300 350 400 450 500 GPM 379 757 1136 1514 1pm 7.5 14.7 220 fps low 400 800 1200 1600, 2000 1514 3028 4543 6057 7571 7.5 10.5 10" (1F856) Service Flow Rated Flow 2400 6PM 9085 1pm 15,3 flw *UL Rated Flow 0 100 200 300 400 500 600 700 800 GPM 0 600 1260 1800 2400 3000 3600 GPM 379 1136 1893 2650 Ipm 2271 4543 6814 9085 11356 13627 1pm 7.5 12.8 19.1 fps 7.5 9.4 14,1 fps I K.O~e A Watts Water Thohnologies Company USA: Tel: (800) 767-1234 • Fax: (800) 788-4491 • FE8COonhine.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • FEBcoonline.ca Latin America: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • FEBCOonhine.con, ES-F-LF856 1515 © 2015 FBCO Fl fs 349'58& 76 Fl Rd'3O, 491 '58& 76 Recssd 'ërdent/Fl Recessed Pendent/ FP . ;'._', - ( Fl Rest 30, 49 58 & 76 F1 Res 44 & 58 Fl Res 44 SWC COP Pendent Recessed HSW/F2 1 Th .types:': ,. '. "r.•.. 1 Fl Res 30 Pendent 2.' Fl Res 3ORecsedPndet/F2: 11 Fl Res 30 Recessed Pendent/FP 4. FiRes 49 enderit 5..*Fl - Rs 49 Recessed Pendent/Fl Fl Re's 49iRecssed'Pendèht/FP Fl Res: •58Pendent Fl Res 58 Re'c'e's'sed Péndërit/Fl 9: Fl Res 58 Recbsed Pendrtt/FP 10. Fl Res76Pendent '...,, 11 Fl Res76 Receed Pendent/Fl F1 Res 76 Recssed Pendent/FP Fl Res 30 COP Pndent Fl Res 49 CCP.Pendent Fl Res 58 COP Pendent Fl Re 76 OCR Pendnt F1 Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58HSW Fl Res 58 HSWX KRes58HSWX Fl Res 58 HSW Recessed HSW/F2 F1 Res 44SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Sprinklers for .10 Density: Refer to Bulletin 76 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516893 applies to the Model Fl Res 4 & 58 Pendent Sprinklers US Patent No. 7,353,882 applies to Model Fl Res 44 & 53 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SAC- Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensiti- ity glass-bulb and low profile decorative design. The F Res Hrizontal Sidewall sprinklers (Figs. 5, 6 & 7) are l3qually attrac- tive-when above ceiling piping cannot be used.. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential watef supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engiieered for fast thermal response to meet the sensitive fire, protection applica- ticn needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-senitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, everly distributing the discharged water to control a fire. Thchnical Data: Therrral Sehsor: Soldered Element (L nk) or Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R½) K-Factor: 3.0 (43.2) (Actual) - Fl Res 30 Perdent Sprinkler 4.9 (70.6) (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - Fl Res 58 PerdEnt & HSW Sprinkler 7.6 (109)(Actual) - Fl Res 76 Pendent Srincler 4.4(63) (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 -. p.- • Bulletin 135 Rev M 4... m. - ModelFi - Residential Sprinklers for Design Density of .O5gpm'ft2 L ee , riidif6f, the lowest flows ensrLy of 05 9pm,ii2 1 Reliable Automatic Sprinkler Co., Inc., 1 J Fairview Park Drive, Elmsford, New York 10523 F., •. .. ApplicatiOn; ,•. Model Fl Res Sprinklers are used for Residential Fire Pro the only recessed escutchenn tn he used with Model Fl Res tection according to UL 1626 Standard* For ceiling types sprinklers Use of any othei r ed escutcheon will void all Smooth Flat Horizontal, or beambd, r sloped, in accordance aprovals and warranties' F r tallHg Model Ft Res Pen- ' with NFPA 13D 13R or 132013 editions Be sure that onfice dent sprinklers use only tI" 11 r sprinkler Wrench for size temperature rating deflector style and sprinkle-type are in Models Fl Res Reebd Pendent COP & SWC in accordance with the latest published standards of The Na sprinklers use only the Model GFR2 sprinkler wrench for in-. Protection Association or the approving authority stalling Model Fl Res Recessed HSW sprinklers use only the haviri'g jurisdiction Model GFR2 Sprinkler Wrench Use of wrenches other than Instillation those specified may damage these sprinklers lnstafl Fl Res Mode Fl Res sprinklers are to be installed as shown 44 with a ceiling to deflector distance of 4 12 Flow arrow ls Model Fl, F2 and FP Escutcheons, illustrated herewith, are on def lector must point away from near wall. nd Topark- m ing must face ceiling.. Escutcheon*, Fl or F2, Data: Type I Adjustment "A" Face of fitting-to ceiling "B" Deflector Distance belowbottom of beam Inch (mm) Inch (mm) Inch (mm) Inch-(mm) Fl 3/4 (19.0) Mm. Reóessed = 1Is (41.3) /e(9.5) 1/4 (44.4) Max. Recessed = 7/ (22.2) 1h/"(28.6) 1 (25.4) F2 1/2 (12.7) Mm. Recessed = 1/ (41.3) 3/6(9.5) 1/E(44,4) Max. Receèd=V/e(28.6) 71a(22.2) 1:1/4 (317) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30 Recessed Pendent/ F2 Model Fl Res 30, 49,58 & 76 Pendent • Model Fl Res 49. 58 &-76 Recessed Pendent/F1 Fl escutcheon, /4 (19mm) adjustment (_- (57.2mm] ---f I 15/16" CIA ii TIGHT AGAINST SPRINKLER I2 1/4" HOLE CIA I l II REDUCER TURN COLLAR UNTIL CEILING OIMENSIONr WRENCH ROSS. I X 1/2 FACE OF FITTING TO 3/8"-! /8" (Fl ESCUTCHEON) JZ7 3/8-7/8" (P2 ESCUTCHEON) ADJUSTMENT ,,5L [32mm] 27/32" I '72:2-1- Fig. 1 . Fig. 2 Technical Data: Fl Res 30 Pendent and Recessed Pendent (SIN R3511) Thread Size I Nominal Orifice I Inch (mm) Max. Pressure psi (bar) Sprinkler Temp. Rating Max. Ambient Temp. I Actual K Factor I Sprinkler Length I I Inch (mm) I OF °C OF °C 1/2"NPT 21/64" (8.2) 175 (12) I 155 I 68 I 100 38 3.0(43.2) 2.25(57) (R/2) I I 175 I 79 Max. Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Spacing (155°F/68°C) (175°F1790C) Top of Deflector to Ceiling Spacing FI'OW Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM(lJmin PSI (bar) GPM (1/mm) I PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth Ceilings 1 l/4 to 4(31.7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1114 to 13/4 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 10 (37,8) 11(0,76) 10 (37,8) 11(0,76) 16 X 16 (4,9 X 4,9) 16(4,9) 13(49) 18.8(l.3) 13(49) 18.8(1,3) (31.7 to 44.4) using F2 escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 2. ',.'''' .';'' ". '" "' '.' ."• 4 TeehiicaI Data Fl Res 49 Pendent and Recessed Pri'dent (SIN R3516) j i. iliread Nominal Orifice - Max: - Srirkler.: -Max-'. I Actual ' Sprinkler size Inch Pressure ...-... i Temp. Rating " m'Abient Temp. i K Length 7i'° °C'' ' °F -'1 psi (bar) Factor Inch (mm) llh!1NpT' '• ''' /' (11). "- 175 (12) '155" '6'' 100 38 49(706) 2.25 (57) 175' '"79 -)5o . 66; area Max 'Ordinary Temp. Rating" Intermediate TempRatiflg Top of Deflector Minimum Max. Coverge Spacing (155 FI68,) (F/79°C) to Ceiling Spacing, Flow Pressure flow Pressure FtxFt(mxm) Ft (m) PSI(ba GPM(Unin) PSl(bar) Inch (mm) R(m) 12 x 12 (36 x 36) 12(36) 13 (49) 70 (0,48) 13'-(49)r70 (048) Smooth CeIings 11/4 to 4'(3.17 to 102) using F2 escutcheon. lix 14 (4,3 x 4,'3) '14(4,3) . 13 (49) 7.&(0,48) ',' 13 (49) 7.0 (0,48) 1.tb'4'(25 4 to 102) using Fl '.7 ,...... scutc5oñ. BeainedCeilings per NFPA 13D, 13R or 13 installed-in 8(2,4) 16x 16(4,9x4,9)' 16(4,9) 13(49) 7.0 (0,4% 13(49) 7.0(0,48) 18 x 18 (5,5 x 5,5) 8(5,5) 17(64,3) 12(0,83) 17(64,3) 12(0,83) . beams 11/4 101% (31.7t0 44.4) using F2 escutcheon, 1 20 x 20(6,1 x 6,1) 20(6,1) 20(75,7) 16.7 (1,14) 20(75,7) 16,7(1,14) to 3/4 (25.4to44.4)using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 130 Ordinary Temp. Rating Intermediate Temp. Rating Top of,Deflector. Minimum Max. Coveragearea Max.'Spacing (l55°F8°C)_____' ' (175°F/79°C) , to'eiIing Spacing' Ft x Ft (m x m) 'Ft (m) " Pressure ,,FIow ' ..Flow . Pressure GPM (1/thin) -:'PSI (bar) GPM (1/mm) PSI (bar) Inch (mm) Ft (m) 12x 12(3,6x3,6) 12(3,6) 15(57) , 9.4(0,65) . 15(57) , 9.4(0,65) SmoàthCeilings4to'(100to 203) using F2 escutcheo'h, 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,73), .. 16 (60,5) 10.6 (0,73) 4 to 8(100 to 203) using Fl escutcheon. 16x 16(4,9x4,9) 16(4,9) 17(64,3) 12.0 (0,3) ' 17(64,3) 12.0(0,83) Bearred Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18 (5,5x 5,5) 18(5,5) 19(72) 15.0(1,0) 19(72) 15.0(1,0) 41/4 to 8(108 to 203) using F2 escutcheon, 4t0 8 (100 t01203) ' 20 x 20(6,1 x 6,1) 20(6,1) 22(83,2) 20.2 (1,4) 22(83,2) 20.2(1,4) using Fl escutcheon Technical Datai FiRes 58 Pendent and Recessed Pendent(SIN R3513) Thread Nominal Orifice I Max. I Pressure. Sprinkler Temp.tRating I Max. AmbientTemp. I I Actual Sprinkler I Length Sue Inch (mm) psi (bar) KFaCOr I Inch (mm) °F °c' I OF °C ½" NPT (R½) ½" (13) , , 175 (12) 155 175 68 I 79 I ' 100 150 I 38 66 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating' Intermediate Temp. 'Rating Top of Deflector Minimum Max. Coverage area Max. Spacing '(155°Fi8°C) ' . ;(l75°F179°C) to Ceiling Spacing Flow 'Prssure Flow, Pressure Ft x Ft (mx m) Ft (m) Inch (mm) Ft (m) GPM (LJmin, PSI (bar) GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6 12(3,6) 16(61) 7.6 (0,53) 16(61) 7.6 (0,53) Smooth Ceilings 11/4 to 4(31.780 102) using F2 escutcheon. 14 x 14(4,3 x 4,3 14(4,3) 16(61) 7.6 (0,53) 16(61) 7.6(0,53) 1104(25.4 to.102) using Fl escutcheon. 16x 16(4,9 x 4,9) 16(4,9) 16(61) 7.6(0,53) 16(61) 7.6(0,53) Beamed Ceilings per NFPA 130, 3R or 13 installed in beams 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19 (72) 10.8 (0,75) 19(72) 10.8 (0,75) 11/4 to 13/4 (31,780 44.4) using F2 escutcheon, 1 t 1/4 (25.4 to 20 x 20(6,1 x 6,1) 20(6,1) 22 (83,3) 14.4(l.0) 22 (83,3) 14.4 (1,0) 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3' AS Tech, hicàl Dita: Fl Res 76 Pendént and Recessed Pendent (SIN R7618) Thread Max.T Nominal Orifice K Sprinkler Max. Sprinkler .Sie Inch (mm) Pressure Tern Rating Ambient Temp. Factor Length '() ,: .Ir(nm):.. '/32 (135) 175(12) 7.6 (109) 225 (57) Ordina Temp. Rating IntemiediateTemp. Rating 'Coverage Max area Max Spacing (155°F,8_ç)_ J175f/79 C) Top of Deflector to Ceiling Spacing Flow Pressure Flow GPM Pressure FtFt(rnxm) Ft (m) Inch (mm) Ft() GPM(Limin) PSI (barL (L/min) PSI (bar) 14 12 (3,6.x 3,6) 12(3,6) 21(79,5) 76 (0,53) 21(79,5) 7.6 (0:53) SmOoth Ceilings 41A to 8 (108 io'203) using F2.escutchebn. 14 14(4,3 x 4,3) 14 (4,3) 21 (79,5) 7.6 (0,53) 21 (79,5) 7.6 (0,53) 4 to 8(100 to.203)using Fl es,cutcheo. 16x 16(4,9x4,9) 16(49) 21 (19,6) 7.6 (0_53) 21 (79,5) 7.6(Q,3)e9,rnedCeilings per FPA 13,6'3dr 13 installed in 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 21(79,5) 7.6(0,53) 21 (79,5) 7.6 (053) 6tri41/4 to 8 (108'to 203) us- ino F2. escutcheon, 4 to 8(100 20 x 20(6,1 x 6,1) 20(6,1) 23(87,1) 9.2 (0,63) F23 (87,1) 9.2 (0,63) to 2b3) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 130 dent* • Model R-1 Res 30, 49,.58& 76 Receésed Pendent / FP * Not listed for corrosion resistance. 2 5/8" [66.7mm] 0/A. 2 5/76" 0/A. . HOLE IN CEILING [58.7mm] CUP 1 'x112" REDUCER ------ CEILING MAX ' FACE -OF FITTING j TO 1FACE OF CEILING I DIMENSION A . . COVER ADJUSTMENT I HEIGHT 3 5/76" 0/A. 135FC04E [84./mm] - Fl RES 30, 49, 58 & 76 CCF PEND. Fig.3 Note: The Fl Res 76 will use a 1" x reducer. CCP Cover Plate Data: "A" "B" "C', Cover Adjustment CCP Height Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch .'(thm) ½ (12.7) 15/16 (24) ½ (13) - 1(25.4) 5/16 (7,9) 3/4 (19) I ½ (13) - 1(25.4) FP push-on-/thread-off escutcheon 2 5/8" 0/A. [66.7mm] -HOLE IN CEILING - 2 5/16" p/A. - [5d. mm] CUP - I - I" X 7/2" REDUCER 1--- lid a CEILING . 1 1/2" YJ8.7mm] MAX. t-T1tt1tJt.,88,1l811V-1 FACE OF FITTING }FACE OF CEILING MENSION 7/2" [13mm] MAX .I FP ADJUSTMENT I , I Fl RE 49 PENDENT/FP Fig. 4 FP Escutcheon Data: "B" FP Position "A" Deflector Distance below bottom Inch (mm) of beam Inch (mm) Max. Recessed '/16 (11) 1/2 (12.7) Mm. Recessed 15/16(24) 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. •' : . •.. .,.'' Technical D6thiE1Rés 30 CCP Pendént and'Recessed P6ndeitJFP(SlN'R3511) . .; ,Thread Nominal '.'.'. Max:.' ., CCPAssembly Max. "' " '' .K. Sprinkler Orifice Pressure Temp. Rating Ambient Temp. ''... FaCtor " Length ' ' SiZe jcfpim) psi (bar) Inch (mm) :ZT /"(8:2) '':175(12) ': '• :'; 3.43.2)" 2.25 Max Coverage ara Max Spacing OrdinaryTemp Rating (155°F/68 C) Top of Deflector to Ceiling Minimum Spacing FtxFt(mxrn) - Ft(m)." :. Pressure. . ' t,lnch(mm)._ GPM (L/min) PSI (bar) Ft (m) 12 x-12 (3,6'x 3,6) 12(16) , 8 (3O3) 70 (O48) Smooth Ceihngs ½ to 1(13 to 25 4) using COP 1/'t I (.13 to 25.4)u'sing FP escutcheon... - Bmed QeiIing per.NFPA 13D, -13Rdr 13installed ih 8 (2,4) . ,. . 14 x 14(4,3 x 4,3) .... . 14(4,3) ..' 11(378) 13.4(0,92)'-' beams½to 1 (13 to 25.4) using.CCP. ½ to 1(13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13. ,13R or 130 Technical Data: F1Res49 CC,P Pendent andRecesed Pendent/FP (SIN 3516) Thread Nominal Orifice . CCp, . Assembly ':. , Max. Airjbièñt . K Sprinkler Size lflCh Pressure Temp. . Temp, Factor . Length psi (bar) . Rating . inch (mm) °C °F °C •• ½"'NPT 7/w' (1.1) 175(12) 135.2 57 38 4.9(70.6) .2.25(57) Max. Coverage . Ordinary ,enip. Rating .' . • Minimum Max. Spacing (1. 59F/68-0) Top of Deflector to Ceiling area Ft x Ft (mx m) Ft (m) Inch (nm) Spacing Ft (in) . Flow' . Pressure GPM (Umih) PSI (bar). 12 x 12(3,6 x 3,6) 12(3,6) . 13(49) 7.0(0,48) Smooth Ceilings ½ to 1(13 to 25.4) using 14 x -14 (4,3 x 4,3) 14(4,3) 13(49) 7.0(0,48) CCP. ½.to 1(13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 14 (53) '8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 112 to 1 (13 to 25.4) using 8(2,4) 18 x'18 (5,5 x 5,5) 18(55) 18(68,1) 1.5 (0,93)' coP. ½ to 1(13 to 25.4) using FP escutcheon. 20x20(6,1x6,1) 20(6,1) 20(75,7) 16.7(114) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: FiRes 58 CCP Pendent and,Recissed Pendent/FP (SIN R3513) Thread Nominal i . Max. CCP Assenibly I . I Max. K Sprinkler I Size I Orifice i I Pressure I Temp. Rating Ambient Temp; Factor Length . . I °F' I °C I . °F I °C I Inch (mm) psi(bar) i lnch'(mm) I ½"NPT (R½) 'If (13) 175 (12) 135 , 57 100 38 5.8(83.5) 2.25 (57) e . .OrdinaryTenip, Rating . ' ' , Minimum Max. Spacing ' ... (155°Fi8°C) , Top of Deflector to Ceiling ) FFt Ft (m) Inch (mm) . Spacing Ft (m) "Flow Pressure GPM'(lJmin) PSI (bàr 6) 12(3,6) 16(61) 7.6(0:53) Smooth Ceilings ½ to 1(13 to 25.4) using CCP. '/2 to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4.3) 16(61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 16(61) 7.6(0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) , 18(5.5) 19 (72) 10,8 (0,75) ½ to 1(13 to 25.4) using FP escutcheon. 20x20(6,1x6,1) 20(6,1) 22 (83,3) 14.4(1,0) r-or uetiing types reler to NI-VA 13, 1K or 13L) 5. ::. Ft Res 44 & 58 Recesse (. , I . . F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Face Of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 1/2 (13) /16 - 11/16 (4.7-17.4) Technical Data FiRes 76 CCP Pendent -66& Recessed Pendent/FP (SIN R7618) Nominal Max. CCP Assembly Max. K Size Orifice Pressure Temp Rating Ambient Temp Factor Ldngth F °C °F Inch (thm) psi (bar) lnch'(iiim) 17/32 (135) 175(12) 135 57 100 150 38 7 6(109) 225 (57) Max coverage Ordinary Temp. Rating . . Max Spacing 155 F/68 C) Top of Deflector to Ceiling Ft i"mx m' Ft (m) Inch (mm) Flo Spacing w.. Pressure / GP in) 06 1'(64) 12 xH'2(3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0;53) Smooth Ceilings 1/2 to 1(13 to 25.4) using COP. 1/2 to 1(13 to 254) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 21(79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) using COP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5.5) 22 (83,3) 8.4 (0,58) ½ to 1(13 to 25.4) using FP escutcheon. 20x 20 (6,1 x 6,1) 20(6,1) 25 (94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 130 Model Pi HS 44 & b HSW rA FACE OF FITTING TO - WALL DIMENSION I 1/4' MIN. [31.8mm] -2 1/4" HOLE 0/A. 18 r [5 7.2mm] [3.2mm] CEILING TO DEFLECTOR DIMENSION I" X 1/2" REDUCER7 1 1511 " IA. 2 27/32" 0/A. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER t WRENCH BOSS. -..- 1/2" [13mm] 135PC06-O ADJUSTMENT Fl RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating ___________ .Temp. ________ Factor Length Inch (mm) psi (bar) Inch (mm) OF I OC ½" NPT (R½) /8" (10) 175(12) 155 175 68 I 79 100 150 I 38 I 66 4.4(63) 1 2.45 (62) [;I Ordinary Temp. Ratiiig. .IritermediateTemp:Rating '.2 ' .,Max. Coverageirea Ma. Sacing '- (155°F168°C) "': (175°F9°C)- Top of,Deflector to Minimum Ft x Ft (m rn) ,x Ft (m) Ceil-' '. " p Flow ' Pressure Flow• Pressure GPj(Umin) PSI (bar) GPM (Llmin) PSI (bar) Inch (mm) Ft (m i2x 12 (3,6 x•3;6) 12(3,6) 12 (4,4) 75 (0;b2) 12 (45,4): 75 (0.2)- 4t06(100to152) 2 (13) recessed 14x14(43x43) 14(43) 14(530) 1007 C).2 (0,1,), 14(530) 102(071) 16x16(49x49) 16(49) 16(606) 133(092) 16(606) 133(092) '16x 18(4,9x5,5) 16(4,9) 18(68,1).. .16;8(1116) 18(68,1) 16:8(1,16) using E2escutcheon . - 8(2,4) 18 x 18'(5,5x 55) 18(5,5) 19(210) -18.7 (1,29). .- 19(72,0) 18.7(1,29) 16x 20(4,9 x6,1) 16(4,9) (87,1) 27.4 (1,89) 23 (87,1) 27.4 (1,89) 12 x 12(3,6 x3,6) 12(3,6) 14(53,0) . lb.2 (0,71) 14(53,0) 10.2 (0,71) 6 to 12 (152 to 305); - 14 x 14(4,3 x 4:3) 14(4,3) . 1.6 (60,6) . 13.3 (0,9) 16 ( 60,6) 13.3 (01 2) .16 x 16(4,9 x 4,9) . 16(4,9) . 17(64,4) 15.0 (1;'04) 17(64,4) 15.0 (1,04) ½ (13)rei5esed using F2 escutcheon 16 x 18(4,9 x 5,5) . 16(4,9) 20 (75,7) ,207(143) 20(75,7) 20.7 (1,43) 16x20(49x61) 16(4, 9) 23(871) 27.4 (1,89)' 23(871) 274(189) For Ceiling types refer to NFPA13, 13R or 13D (ethnical Data: F1 Res 58 HSW & HSW/E2(SINR3533) ': Escutcheon, F2, :Data: Nominal s ririkièr ' - Max. Sprinkler . - - Face of Fitting Thread Orifice Ambient K Length Adjustment Pressure te.Aating Type to wall 'Size Inch Temp. Factor Inch Inch (mm) Inóh(mm) - psi (bar) (mm) °F - °C OF - °C (mm) 1-55 68- 100- 38 V2"(13) 175(12) . . 5.8 (83.5) 2,45(62) F2 1/2 (13) (4.7-17.4) , 79 150 area 'Ordinary Tempo Rating -' .,' (155 F/68 C) Intermediate TemPO Rating . - - (175 F/79 C) . Top of. Deflector to Minimum Max Coverage Max Spacing Ceiling Spacing .FtxFt(mxm) Ft(m) 'Flow ,Presure Flow . Pressure Inch 'mm' 'Ft rn GPM (L'min) PS GPM (13mm) . PSI'( bar -..' 12x 12(3,6 x 3,6) 12(316) '16 60,6) 76(0,53) 16 (60,6) 7.6(0153) - 4t06(100tô 152); 14 x 14(4,3 x 4,3) 14(4.3) 1(68,2) - 9.7(0,69)- 18 (68,2) 9.7 (0,69) 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 132(0,91) 21(79,5) 13.2(0191) ½ (13) recessed using F2 escutcheon - 1.6 x 18(4,9 x 5,5) 16(4,9) 25 (94,7) - 1-8,6 (1,28) 25(94,7) 18.6(l.28) 8(2,4) 16x20(4,9x6,1) 16(4,9) - , 29(109,8) 25.0 (1,173) 29 (109,8) 25.0 (!-,73) 12x12(36x36) 12(36) 22(833) 144(10) 22(833) 144(10) 6t0 12(152t0305) ½ (13) recessed 14x 14(43x43) 14(43) 22 (83,'3') 144(10) 22(83 3) 144(10) . .. - 16 x 16(4,9 x 4,9) 16(4,9) 26(98,4) 20.1 (1,39) 26(9'e,4) 20.1 (1,39) using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 31(117,4) 28.6 (1,97) 31(117,4) 28.6 (1,97) For Ceiling types refer to NFPA 13, 13R or 13D 7/4 (3 75ronJ Uoo,,rno,, 304.80ovn] P*co Of fltbog PUSH ON COVER. THEN To WellDimension TVRN TO ADJUST, UNTIl. TIGHT AGAINST WALL 1-.X /2 Red*,' I R;d (8]- 7t 3 5116- TURN CL LAR UNTIL SPRINKLER 1112- WRENCH BOSS Ad justment El RES 44 SWC * Not listed for corrosion resistance. Fig. 6 Tchnirl hifoi F1Rcn AA SWC (ItiP1 Nominal Max Cover Max Sprinkler Thread Orifice Pressure Temp . Ambient K 'Length Size Inch (mm) psi (bar) Rating Temp_ Factor Inch (mm) (R½) (10) 175 (12) 135 57 100 38 4 4(63) 2.45(62) Max Coverage area Ft x Ft (m x m) Max Spacing Ft (m) Ordinary Temp Rating 155°8°c) I i Top of Deflector to Coilin g Inch 'mm' ' Minimum Spacing Ft '(m) Flow GPM (Llmin) Pressure PSI (bar) 12 x 12 (3,6 x 36) 12(36) 13 (49',,2) 8.7 (0.60)r 4 to 6(100 to 152) /(13)recessed using F2 escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 14(530) 10.2 (0171) 16x 16(4,9 x 4,9) 16(4,9) 17(6413) 15.0(1,1) 16 x 18 (4,9 x 5,5) 16(4,9) 19(71,8) 18.7(1,13) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27,4(1,89) 12 x 12 (3,6 x 3,6) 12(3,6) 14(52,9) 10.2 (0,71) 6 to 12 (152 to 305); ½ (13) recessed using F2 escutcheon 14 x 14(4,3 x 4,3) 14(4,3) 15(56,7) 11.7(0,81) 16 x 16(4,9 x 4,9) 16(4,9) 18 (68,1) 16.8(l.16) 16x 18(4,9x5,5) 16(4,9) 20 (75,6) 20.7(1,43) For Ceiling types refer to NFPA 13, 13R or 13D [1 S . Rihs,.l.sI LIflIV Il L.-% 44 21 , . fr 4 2 . 1 TehnicaI Data Fl R66 581HSWX (SIN RA3533) - Max .Thread -Norninal :-..'- Max.. -- .. '.Sprinkler: '. .i' 'Ambient.. -K Sprinkler Sprinkler ize Orifice Pressure . Temp Rating . - Factor Length Identification Inh(mm) i(bar) Fe ) Niirbér(SIN) F Inh(mm i~ .....= -Bulb RID 1/2 (13) 175 (12) '-66 58(83 5) 2'45 (62) RA3533 Max Coverage area Ordinary Temp Rating" Interthed,ate Temp Rating Top of Deflector to Minimum Max Spacing1 C) - (155°F168 (175°F179°C) Ft x Ft (ni'x m) Ft (m) ceiiing Spacing4 -'s FIow 'Pressure-' Flow Pressure - -V GPM(Llmin) PSI(bar) GPM(ilmin) PSF(ar ic rnm1 ,18x20(5,5x61) 18(5,5) 30.(l.1,4) .26;8(.1,85) V- 30(i4) 268(i85) .V . ............. 4 to 6 (100 to 152); 20x20(61x61) 20(61) 30(1 14) 268(185) 30(114) 26.b (1`85) 16 X 22 (4,9 X 6,7) 16(4,9) 33(125) 32.4(223) 33(125) 32.4 (?,23) ½ (13) recessed using F2 escutcheon • V . . . . . ' . . ,16 x 24 (4,9 x 7,3) . 16(4,9) 38 (144) V 42 .91(2,0.15). 38 (144) 42.9(2,96) . . 8(2,4) 14x2(43x79) 14(43) 42'(t6'O) 52((375) 42 (160) 52.41(375) 18x20(55x61) 18 (5,5) 35(133) 36:4 (2,5)' 35(133) 364(25) 6t0 12(152t0305) ½(13) recessed 16x22(49x67) 16(49) 38(144) 429(296) 38(144) 42.9 (2..9.6) . . . . 16x 24(4,9 x 7,3) 16(4,9) . 42 (160) 52.4 (36) 42(160) 5.2.4(3:6).. using F2 escutcheon 14 x 26(4:3 X 7,9) 14(4,3) 46 (174) 2:9(4,34) 46 (174) 62.9 (4;34) For Ceiling types refer to NFFA 13,1319 or 13D Fll~_ - , 1 17/16" MIN. [37.8mm] CEILING TO DEFLECTOR DIMENSION Am '2 27132" ,, yIA 1/2" [13mm] ADJUSTMENT FACE OF FITTING TO WALL . DIMENSION 2 7/4" HOLE 0/A. [57.2mm] IX 7/2" REDUCER 1 75/16' 0lA.\jJt [49.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 735FG08 Fl RES 58 HSWX Fig. 7 91 Technical Dâtâ: KRés58 HSWX (RA3593) Thread MX. Arnbnt K Sprinkler Sprinkler - " Orifice Size Te Pressure Factor Length Identification Inch (mm) psi(bar) Inêh (nim) .. Number (SIN) OC Link 112" NPT (R1/2) 1/2 (13) 175(12) 100 38 58(83 5) 24562L RA3593 Max Coverage area FtxFt(m x m) Max Spacing Ft(m) OrdinaryTemp; Rating. (165°Fi74°C) Top of Defiector to Inc h"m' PSI(bär) Minimum Ft m) FIow?' .GPM (i/mm) P,ssure 18x 20(5,5 x 6,1) 18(5,5) 29(109) 25 (1,72) 4 to 6(100 to 152); 1/2 (13) recessed using F2 escutcheon 8(2,4) 20x20(6,1x6,1) 20(6,1) 30(114) 26.8(1,85) 16 x 22 (4,9 x 7,3) 16(4,9) 33 (125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4.9) 38(.144) 42.9(2,96) 14 x 26(4,3 x 7,9) 14(4,3) 42(160) 52.4(3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4(2,5) 6 to 12 (152 to 305); Y2 (13) Recessed using F2 escutcheon 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9(2,96) 16x 24(4,9 x 7,3) 16(4,9) 42(160) 52.4 (3,6) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and El Res 44 Sprinklers should be inspected and the sprinkler sys- tem m'aJntained in accordance with NFPA 25, 13, 130, and 13R. Do not clean sprinklr with soap and water, Am- monia Or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any-sprinkler which has been painted (other than factory-applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprihklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operaon oFn.on-operation. Model F1 30 49 & 5.8 Pthdent Sprinkler Specifications SrinkIers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residëhtial pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flOws as specified by the manufacturer's technical data shOëts are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable intalIätion standard. Deflector- to-ceiling distance listing shall be 1" to 8' maximum, only for ElRes 49. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top-loaded extruded or Oold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155'F,.,(6 8'C)] [175°F (790C)]. Sprinklers shall have a nominal K:fàctor of 3.0, 4.9 and 5.8. Standard finish: [Bronze]. [Chrome- plated] [White Polyester] [Special finish- specify. Resi- dentialperdent sprinklers shall be Reliable-MOdel Fl Res 30, 49&58, SIN R3511, R3516& R3513 (Bulletin 135), MOdel Fl Res 49 & 58 RecessedPendent/Fl, MÔ'dél Fl Res 30, 49 & 58 Recessed Pendent! F2 Model•Fi Res 30 49&'5Récesed -Pe ndéhtI FP -: Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93E)] low flow residential rcessëd pen- dent sprinklers engineered to provide a minim-um design density of 0.05 gpm/ft2 over the lited coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector-to-ceiling distance listing shall be 1" to 8" maximum, only for FlRes 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a ½"NPT thread,. Water seal assembly shall consist of a ,Te flon* coated Belleville spring washer with top-loaded extruded *DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no leville spring washer with Up loaded extruded or cold lastic parts and having a temperature rating of [155°F head cup with 3 mm gl bulb containing no plastic (68°C)] [175°F (79°C)] Sprinklers shall have a nomi parts and having a temp r ture rating of [155'F'(680 nal K factor of 3 0 4 9 & 5 8 Standard finish [Bronze] [175°F (79°C)] The soH ment (Link) version the [Chrome plated] [White Polyester] [SpeciSl finish-°spec water seal cos i's t of cap with a bellville spring washer ify] Recessed escutcheon assembly shall be -a steel and a temperature rating of 165°F (74°C) The recessed two-piece escutcheon [with ½ adjustment (Model 172)] assembly forthe HSWX (Bulb & Link) should be a steel [with 3/4 adjustment (Model Fl)] [of push on and thread two pieces escutcheon with 1/2 adjustment (Model F2) off design with ½ adjustment (Model FP)] Standard fin standard finish should be Bright Chrome and white paint ish shall be [brass ][bright chrome] [white painted] Rest ed.'-The El Res 58 HSW is also available with low lead dential recesed pendent srinklers shall be Reliable frame Fl Res 58 HSW and HSWX spnn ersFshall have a [Model Fl Res 30 49 & 58 Recessed Pendent/El] [Model nominal K Factor of 5 8 and Fl Res 44 a nominal K factor Oft Fl Res 30 49 & 58 Recessed Pende0A/1`2] [Model Fl Res of--4.4. :Standard finish [Bronze] [Chrome plated] [White 30 49A 58 Recessed Pendent/FP] SIN R3511 R3516 & Polyester] [Special finish- specify] Residential horizontal R3513 (Bulletin 135) sidewall sprinklers shall be Reliable Model Fl Res 44 Fl M.6JeL Fl Res 30, 49 & 58 CCP Pendent Res 58 Fl Res 58 HSWX & Model KRes58 HSWX SIN • ( Concealed) R3531, RA-3533 & RA3593 (Bulletin 135). • . Sprinklers shall be [c.ULus Listed] [NewYork City MEA Model Fl Res 44 Recessed Approved (2`56-03-E)] low flow residential concealed Horizontal Sidewall Sprinkler sprinklers engineered to 5rovide a minimum design den '- Use description for the Model Fl Res 44 horizontal side 0.05 gpm/ft2 bver the lisfed 'coverage area. Listed 0, Wall 'sprinkler with the following modifications: Replace flows as specified by the manufacturers technical data horizontal sidewall sprinkler with recessed horizontal sheets are to be used Residdntial sprinklers shall be in sprinkler. Add Recessed escutcheon assembly shall be stalled in conformance with the manufacturers installa a steel two piece escutcheon with 1/2 adjustment (Model tion buidelines and the applicable', 6staiiali6n standard.'F?). Standard finish shall bq[biass][bright chrome] [white Sprinkler frame and deflector shall be of bronze frame painted] [Special finish- specify] Residential recessed construction having a 1/2" NPT tlead Wair seaL - horizpptal sidewall sprinklers shall be Reliable Model Fl sembly shall consist of a Teflon* coated Belleville spring Res 441F2 SIN R3531 (Bulletin 135) washer with top loaded extruded or cold head cup with 3 Model Fl Res 76 Pendent mmglâs bulb containing no plastic 6arth, arid having a Sprinklers shall be [cULus Listed] low flow residential temperature rating of 155?F (686C). Cover plate asm- peddent sprinklers .engineered to provide a minimum bly shall consist of a brass cover plate and copper alloy design density of-0,05, 9pm/ft2 over the lited coverage retainer flange Method of attaching the cover plate to the area Listed flows as specified by the manufacturers sprinkler cup shall be a pushon and thread-off design technical data sheets are to be used. Residential spun- allowin a ½" cover plate adjustment. Cover platetem- klers hall be instalIOdincohforrfiánce with tl maniifac- perature rating shall be 135°F (57°C) A plastic protec turers installation guidelines and the applicable installa tive cap shall be provided and factory installed inside:the tion standard. Sprinkler frame and deflector shall be of sprinkler cup to protect the sprinkler from damage which bronze frame construction having a 3/4 NPT thread Wa could occur during construction before the dover plate ter seal assembly Shall consist of a Teflon* coated Bel- is installed Standard cover plate finish [White] [Custom leville spring washer with machined or cold head cup with Color- specify] ] Concealed pendent sprinklers shall 3 mm glass bulb containing no plastic parts and having be Reliable Model Fl Res 30, 49& 58 COP, SIN R3511, a temperature rating of [155°F (680C)] [175°F (79°C)]. R3516 & R3513 (Bulletin 135).-Sprinklers shall have .a nominal K factor of 76 Standard Model Fl Res 44, Fl Res '58 Horizontal finish [Bronze] [Chrome plated] [White Polyester] [Spe- Sidewall,Fl Res 58 HSWX & KRes58 HSWX cial finish- specify] Residential pendent sprinklers shall Residential Sprin kler Specifications be Reliable Model Fl Res 76 SIN R7618 (Bulletin 135) Sprinklers shall be [cULus Listed] low flOi residential horizOntal' sidewall sprinklers éhgiheëred to provide a minimum design denity of 0.05 .pr/ft over thC listed coverage area: Listed flows as s ecified by the man(- facturer's technical data sheetsareto be used. Residen- tial sprinklers shall be installed in conformance with the manufacture'r's installatioh guidlines and the applicable installation standard. Sprinkierfame.and deflector shall be of brdnze frame construction having a ½" NPT thread. Water seal assembly shall consist Of a Teflon* coated Be!- DuPont Registered Trademark 11. ... ... . . . .T a temperature rating of 155°F (68°C).. Cover plate assern- bly shall consist of a brass cover plate ànd copper alloy retainerfihge. Method of attaching the cover plate to the . sprinklebup shall be a püsh-ón and thread-,off design allowing., a ½" cover p!ate adjustrrent..-Coverplate tern- -•-. ,, perature rating shall be 135°F (57C). .A plasti.c'protec- tive cap shall be provided and factory installed,insid61he Sprinkler cup to protect the sprinkler from damage which could occur during construction before the cover plate is installed. Standard cover plate finish: [White][Custon .'- Color- specify].]. Concealed pendent sprinklers shall be -Reliable-Model Fl Res 76 CCP, SIN R768 (Bulletin 135). Finishes (1) . 'Mddel FiRes 76 Recessed PéndefltiFl, Model F1 Res 76 Recessed Pendent/F2, IQdel El Res 76 RecessedPéncIenVFP tpr 11 Hers shall be [cULus Listed] low flow residential re pendent sprinklers engineered to provide a mipimum design density of 0.05 gpmlft2 over the listed covrage area. Listed flows as specified by the manu- factirer's•technicaLdata sheets are to be used. Residen- tial dnklers shall 'be..installed in conformance with the manufacturer's installation guidelines and the applicable installation standard:' Sprinkler frame and deflebtorI'àll - bof bronze frame construction having a 3/4" NPT thread. Water seal ;assembly shall consist of a Teflon* coated Bl- leville spring washer with machined or cold head, cup with 3 mm,--,lass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (680C)] [1750F (79'C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish.:.. [-Bronze] [Chrome-plated] [White Polyester] [Spe- ciaI.firiish- specify]. Recessed escutcheon assembly shall be a steel two piece escutcheon [with 1/2 adjust- MOM, (kcidel F2)] [with 3/4" adjustment (Model Fl)] [of pushon and thread off design with ½" adjustment (Mod- al FE)]: Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/ Fl] [Model Fl Res 76 Recessed Pendent/1`2][Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Módél:.F1 Res 76 CCP Pendent(Concealed) Sprinklers shall be [cULus Listed] low flow residential conceàlèd sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Ltëd flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal-assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having Standard Finishes Sprinkler Fl F2,. FP Cover Plates ok.'eo:ns, Escutch Bronze Brass . White Pinted chrome Plated Bright chrome Plated chrome White and Biack White Painted POlyestert21 coated Special Application'Fitiishe Sprinkler Fl, F2,"FP Escutcheons Eiectroiess Nickel PTFE(Tefion)(2) Electroless Nickel PTFE (Tefion) Bright Brass Bright Brass Black Plated Black Plated Black Paint black Paint Off White Off White Chrome Dull chrome Dull 1) Other finishes and colors are available on special order. Consult fOctory for details. (2) cULts listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void altaijprovals and warranties. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish *DuPont Registered Trademark The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual ReOearch Corporation, or other similar organizations and also with the pdvisidns of governmental codes or ordinances whehver applicable. Products marifactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced bythe most highly qualified addreutable sprinkler contractors locatedthroughout the United States, Cahäda and foreign Countries. c.turecl by . . . ------- Reliable Automatic Sprinkler. Co., Inc. ' Recycled ' ® (8O0)43i-158 Sales Offices Pape (850) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 06/15 P/N 9999970235 F11 Res 30, 49, 58 & 76 Fl Res 30, 49, 58 & 76 Recessed Pendent I Fl Recessed Pendent I FP Bulletin 135 Rev. M CO Model Fl CD Rel bil Residential Sprinklers for - () (D Design Density of .05 gpm/ft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of 05 gpm/1t2 Types: Fl Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F1 Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/F1 Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 49 COP Pendent Fl Res 58 COP Pendent Fl Res 76 COP Pendent Fl Res l4HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSWX KRes58HSWX Fl Res 53 HSW Recessed HSW/F2 Fl Res 44SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Caada (cULus) Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516893 applies to the Model Fl Res 49 & 58 Pendert Sprinklers US Patent Nc. 7,353,852 applies to Model Fl Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SWO Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combhing excellent durability high sensitiv- ity glass-bulb and low profile decorative design, The Fl Res i-i iies ob I-IVVA El Res 44 & 58 Fl Res 44 SWC Recessed HSW/F2 Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R½) K-Factor: 3.0 (43.2) (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - Fl Res 76 Pendent Sprinkler 4.4(63) (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpmlft2 Fl Res 30, 49, 58 & 76 COP Pendent Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model Fl Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*, For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, Fl or F2, Data: the only recessed escutcheons to be used with Model Fl Rs sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for in- stalling Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and 'Top" mark- ing must face ceiling. Type Adjustment "A" Face of fitting to ceiling Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch (mm) Fl 3/4 (19.0) Mm. Recessed = 1/8 (41,3) 3/8 (9.5) l/4 (44,4) Max. Recessed =7/s (22.2) 11/8 (28.6) 1(25.4) F2 1/2 (12.7) Mm. Recessed = 1/8 (41.3) 3/8(9.5) 13/4(44.4) Max. Recessed = 11/8(28.6) 7/ (22.2) 11/4 (31.7) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30 Recessed Pendent I F2 Model Fl Res 30, 49, 58 & 76 Pende nt • Model Fl Res 49, 58 & 76 Recessed Pendent / Fl Fl escutcheon, 3/4" (19mm) adjustment 2 7/4' HOLE 0/A. [57.2mm] - I 15/16' OH. [49.2mmi — - - __ I X 7/2' REDUCER TURN COLLAR UNTIL T TIGHT AGAINST SPRINKLER FACE OF NIT/NC TO WRENCH BOSS. r j 1 [ CElL/NC OIMENSIOIL 3/8'-! I/a' (VI ESCUTCHEON) 3/8'-7/8' (F2 ESCUTCHEON) ADJUSTMENT $ ' ,,. [3.2mm] y 2 27/32' 0/4. [72.2mm] Fig. 1 Fig. 2 Technical Data: Fl Res 30 Pendent and Recessed Pendent (SIN R351 1) Thread Size I I Nominal Orifice Inch (mm) Max. Pressure psi (bar) Sprinkler Temp. Rating I Max. Ambient Temp. Actual K I Factor I Sprinkler Length I Inch (mm) I OF Oc IOF Oc I ½"NPT (R½) I 21/" (8.2) I 175(12) I 155 I 175 68 I 79 100 I 38 3.0(43.2) 2.25 (57) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/68°C) Intermediate Temp. Rating (1750F/790C) Top of Deflector to Ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (L/min) Pressure 12 x 12(3.6 x 3,6) 12(3.6) 8(30.3) 7.0(0,48) 8(30,3) 7.0(0,48) Smooth Ceilings V/4 to 4(31.7 to 102) using F2 escutcheon. Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 11/4 to 13/4 (31.7 to 44.4) using F2 escutcheon 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11(0,76) 10(37,8) 11(0,76) 16 X 16(4,9 X 4,9) 16(4,9) 13(49) 18.8(1,3) 13(49) 18.8 (1,3) For Ceiling types refer to NFPA 13, 13R or 13D 2. Technical Data: Fl Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice I Max. I Sprinkler I Max. I Actual I Sprinkler Size Inch (mm) Pressure Temp. Rating Ambient Temp. K I Length OF °C IOF °C I psi (bar) I Factor I Inch (mm) ½" NPT (R½) ff16" (11) 175 (12) I 155 I 175 68 I 79 100 I 150 38 I 66 4.9 (70.6) 2.25(57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max Coverage area Max. Spacing (155°F,8°C) (175°F179°C) Ft x Ft (mx m) Ft (m) to Ceiling Spacing Flow Pressure Flow Pressure GPM (1/mm) PSI (bar) GPM (LMiin) PSI (bar) Inch (mm) Ft (m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0(0,48) 13(49) 7.0(0,48) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon; 14 x 14 (4.3 x 4,3) 14(4,3) 13 (49) 7.0(0,48) 13 (49) 7.0(0,48) 1 to 4(25.4 to 102) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7,0(0,48) 13(49) 7.0(0,48) Beamed Ceilings per NFPA 130, 13R or 13 installed in 8(2,4) 18x 18(5,5x5,5) 18(5,5) 17(64,3) 12(0,83) 17(64,3) 12(0,83) beams 11/4 to 1A (31.7t0 44.4) using F2 escutcheon, 1 20x20(6,1 x6,1) 20(6,1) 20(75,7) 16.7(1,14) 20(75,7) 167(1,14) tol3%(25.4to44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (1550 C) (175°F/79°C) Ft x Ft (mx m) Ft (m) to Ceiling Spacing Flow Pressure Flow Pressure GPM(LITlin) PSI (bar) GPM(LMain) PSI (bar) Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 9.4 (0,65) 15(57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14(4,3 x 413) 14(4,3) 16(60,5) 10.6 (0,73) 16 (60,5) 10.6(0,73) 4 to 8(100 to 203) using Fl escutcheon. 16x 16(4,9x4,9) 16(4,9) 17(64,3) 12.0(0,83) 17(64,3) 12.0(0,83) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 15.0 (1,0) 19(72) 15.0 (1,0) 41/4 to 8(108 to 203) using F2 escutcheon, 4 to 8(100 to 203) 20 x 20(6,1 x 6,1) 20(6,1) 22(83,2) 20.2(1,4) 22(83,2) 20.2(1,4) 1 using Fl escutcheon Technical Data: Fl Res 58 Pendent and Recessed Pendent (SIN R3513) Thread I Nominal Orifice I I p Sprinkler S Max.Max. I I Actual I Sprinkler I Size I Inch (mm) Pressure I Temp. Rating Ambient Temp. I K Factor I Length I OF I °C I OF I °C I psi (bar) I Inch (mm) ½' NPT (R½) I ½"(13) 175 (12) 155 I 175 68 I 79 100 I 150 38 I 66 5.8(83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (1550 C) (175°F/79°C) Ft x Ft (mx m) Ft (m) to Ceiling Spacing Flow Pressure Flow Pressure GPM (L/min) PSI (bar) GPM (L4nin) PSI (bar) Inch (mm) Ft (m) 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 16 (61) 7.6 (0,53) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6(0,53) 16(61) 7.6(0,53) 1 t 4(25.4 to 102) using Fl escutcheon. 16x 16(4,9x4,9) 16(4,9) 16(61) 7.6(0,53) 16(61) 7.6(0,53) Beamed Ceilings per NFPA i3D, 13R or 13 installed in beams 8(2,4) 18 X 18(5,5 X 5,5) 18(5,5) 19(72) 10.8 (0,75) 19(72) 10.8 (0,75) 11/4 to 1/4 (31.7 to 44.4) using F2 escutcheon, 1 t i/4 (25.4 to 20x20(6,1 x6,l) 20(6,1) 22(83,3) 14.4(1,0) 22(833) 14.4(1,0) 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nominal Orifice Max. Sprinkler I Max. I K I Sprinkler I Size Inch (mm) Pressure Temp. Rating I Ambient Temp. F actor Length OF OF I psi (bar) Inch (mm) 3/0 NPT (R3/4) I 17/32" (13.5) 175 (12) 155 175 68 79 100 150 38 I 66 7.6(109) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing (1 WO (175°F/79°C) Top of Deflector to Ceiling Spacing Flow Pressure Flow GPM Pressure RxFt(mxm) Ft (m) Inch (mm) GPM (L'iiin) PSI (bar) (LInin) PSI (bar) Fl m 12 x 12 (3,6 x 3,6) 12(3,6) 21 (79,5) 7.6(0.53) 21 (79,5) 7.6 (0,53) Smooth Ceilings 4¼ to 8(108 to 203) using F2 escutcheon. 14 x 14 (4,3 x 4,3) 14(43) 21(79.5) 7.6(0,53) 21 (79,5) 7.6 (0,53) 4108(100 to 203) using Fl escutcheon. 16x 16(4,9x4,9) 16(4,9) 21(79,5) 7.6(0,53) 21(79.5) 7.6(0253) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18x 18(5,5x5,5) 18(5,5) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) beams 4¼t08(108t0203)us- ing F2 escutcheon, 4 to 8 (100 20 x 20(6,1 x 6,1) 20(6,1) 23(87,1) 9.2 (0,63) 23(87,1) 9.2 (0,63) to 203) using Flescutcheon For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 30, 49, 58 & 76 CCP Pen dent* • Model Fl Res 30, 49, 58 & 76 Recessed Pendent/ FP * Not listed for corrosion resistance. 2 5/8" [66.7mm] 0/A. 2 5/16" 0/A. HOLE IN CEILING [58.7mm] CUP , 1 "x 1/2" REDUCER CUP CEILING 1 1/4" (31.5mm] MAX. FACE OF FITTING j TO FACE OF CEILING DIMENSION I - A COVER ADJUSTMENT HEIGHT 3 5/16" OIA. 1J5FG04E [84.1mm] Fl RES 30, 49, 58 & 76 CCP PEND. Fig. 3 Note: The Fl Res 76 will use a 1" x "reducer. CCP Cover Plate Data: "A" Cover Adjustment "B" CCP Height C Deflector Distance below bottom Inch (mm) Inch (mm) of beam Inch (mm) 1/2 (12.7) 1 /16 (24) ½ (13) - 1(25,4) /16 (7.9) /4(19) 1/2 (13) - 1(25.4) FP push-on/thread-off escutcheon 2 5/8" 0/A. [66.7mm] -HOLE IN CEILING- 2 5/16" 0/A. [58.7mm] - CUP r1z - 1" X 1/2" REDUCER 2' CEILING J'~FACE 1/2" [38.1mm] MAX. OF FITTING FACE OF CEILING D(MENSION 1/2" [13mm] MAX __ . ,.,,, ,.., FR ADJUSTMENT -r Fl RES 49 PENDENT/FP Fig. 4 FP Escutcheon Data: "B" FP Position "A" Deflector Distance below bottom Inch (mm) of beam Inch (mm) Max. Recessed f16(11) 1/2 (12.7) Mm. Recessed 11/16(24) 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4. Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent/FP (SIN R351 1) Thread Nominal Max. I CCP Assembly I Max. I K I Sprinkler Size Orifice I Pressure Temp. Rating I Ambient Temp Factor Length I °C OF I Inch (mm) I psi (bar) I Inch (mm) ½"NPT (R½) 21/ (8.2) I 175(12) 135 57 100 38 3.0(43.2) 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing (155°F/680C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) GPM (L/min) PSI (bar) Ft (m) 12 X 12 (3,6 X 3,6) 12(3,6) 8(30,3) 7.0 (0.48) Smooth Ceilings ½ to 1(13 to 25.4) using CCP. ½ to 1(13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 14x 14(4,3x4,3) 14(4,3) 11(37,8) 13.4 (0,92) beams ½ to 1(13 to 25.4) using OCR ½ to 1(13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal CCPMax. Thread Orifice Max. Assembly Ambient K Sprinkler Size Inch Pressure Temp. Temp. Factor Length (mm) psi (bar) Rating Inch (mm) °F 1°C OF IOC ½"NPT (RI/2)/16" (11) 175 (12) 135 57 100 38 4.9(70.6) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155- 80C) Top of Deflector to Ceiling spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (1/mm) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(13 to 25.4) using 14 x 14 (4.3 x 4,3) 14(4.3) 13 (49) 7.0 (0,48) CCR ½ to 1(13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 14 (53) 8.2 (0,56) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) using 8(2,4) 18 x 18(5,5 x 5.5) 18(5,5) 18(68,1) 13.5(0,93) OCR '½ to 1(13 to 25.4) using FP escutcheon. 20x20(6,1 x6.1) 20(6.1) 20 (75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Thread I Nominal I Max. CCP Assembly I Max. - I K I Sprinkler I Size Orifice Pressure Temp. Rating Ambient Temp. I Factor I Length I OF I °C OF I °c I Inch (mm) psi (bar) I I Inch (mm) ½" NPT (R½) 1/2" (13) 175(12) 135 57 100 38 5.8 (83.5) 2.25 (57) Max. coverage Ordinary Temp. Rating Minimum Max. Spacing (155' 80C) Top of Deflector to Ceiling area Ft x Ft (m x m) Ft (m) Inch (mm) Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 16(61) 7.6 (0,53) Smooth Ceilings 1/2 to 1(13 to 25.4) using OCR /2 to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4.3) 14(4,3) 16(61) 7.6 (0,53) 16 x 16 (4,9 x 49) 16(4,9) 16(61) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) using CCP. 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 19(72) 10.8 (0,75) ½ to 1(13 to 25.4) using FP escutcheon. 20x20(6,1 x6,1) 20(6,1) 22 (83,3) 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, 1/2" (13mm) adjustment Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Nominal I Max. I CCP Assembly Max. I Sprinkler Thread Orifice Pressure Temp. Rating Ambient Temp. K Length size Inch (mm) psi (bar) Factor I I Inch (mm) I OF OF I CC 3/4" NPT (R3/) 17/32" (13.5) 175(12) 135 _[__!C 57 100 150 I 38 66 7.6(100) 2.25 (57) Max. coverage Ordinary Temp. Rating Minimum area Max. Spacing (1550FI80C) Top of Deflector to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (L/min) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0,53) Smooth Ceilings ½ to 1(13 to 25.4) using CCP. ½ to 1(13 to 25.4) using FP escutcheon. 14 x 14 (4,3 x 4,3) 14(4,3) 21(79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams ½ to 1(13 to 25.4) using CCP. 8(2.4) 18 x 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) ½ to 1(13 to 25.4) using FP escutcheon. 20 x 20(6,1 x 6,1) 20(6,1) 25(94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 44 & 58 HSW FACE OF FITTING TO WALL DIMENSION - •'-• I 1/4" MIN. [.31.8mm] 2 1/4" HOLE DIA. —1l/8" I [57.2mm] (32mm] CEILING TO . DEFLECTOR 1" X 1/2" REDUCER DIMENSION 1 lS/LIA. 1 1 (492m 227/32" OIA. \16 [72.2mm] COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. [... -H 7/2" [13mm] 135FG06-D ADJUSTMENT Fl RES 58 & 44 HSW/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Size Orifice Pressure Temp. Rating ___________ Temp. Factor Length Inch (mm) psi (bar) OFIOC Inch (mm) ICC ½" NPT (R ½) /8" (10) 175 (12) 155 175 68 79 100 150 I 38 66 4.4(63) 2.45(62) Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 1/2 (13) /16 - 11/16 (4.7-17.4) 91 16(60,6) 18 (68,2) 21(79,5) 25 (94,7) 29(109,8) 22 (83,3) 22 (83,3) 26 (98,4) 31(117,4) I I IJI 7.6(0,53) 9.7(0,69) 13.2(0,91) 18.6 (1,28) 25.0 (1,73) 14.4(1,0) 14.4 (1,0) 20.1 (1,39) 28.6(1,97) 16(60,6) 18(68,2) 21(79,5) 25 (94,7) 29(109,8) 22 (83,3) 22 (83,3) 26 (98,4) 31(117,4) I-.Jl IJUIJ 7.6(0,53) 9.7 (0,69) 13.2 (0,91) 18.6 (1,28) 25.0 (1,73) 14.4 (1,0) 14.4(1,0) 20.1 (1,39) 28.6 (1,97) 4 to 6(100 to 152); ½ (13) recessed using F2 escutcheon 8(2,4) 6 to 12 (152 to 305); ½ (13) recessed using F2 escutcheon Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/680C) Intermediate Temp. Rating (1750F/790C) Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (1/mm) Pressure PSI (bar) Flow GPM (L/min) Pressure PSI (bar) 12 x 12(3.6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12(45,4) 7.5(0,52) 4 to 6(100 to 152); 1/2 (13) recessed using F2 escutcheon 8(2,4) 14 x 14(4,3 x 43) 14(4,3) 14(53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 16 x 16(4,9 x 4.9) 16(4,9) 16(60,6) 13.3 (0,92) 16(60,6) 13.3 (0,92) 16 x 18(4,9 x 5,5) 16(4,9) 18(68,1) 16.8(1,16) 18(68,1) 16.8 (1,16) 18 x 18(5,5 x 5,5) 18(5,5) 19(72,0) 18.7(1,29) 19(72,0) 18.7 (1,29) 16 x 20 (4,9 x 6, 1) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1) 27.4(1,89) 12 x 12(3,6 x 3,6) 12(3,6) 14 (53,0) 10.2 (0,71) 14(53,0) 10.2 (0,71) 6 to 12 (152 to 305); ½(13) recessed using F2 escutcheon 14 x 14 (4,3 x 4,3) 14(4,3) 16 (60,6) 13.3 (0,92) 16 (60,6) 13.3 (0,92) 16x 16(4,9x4,9) 16(4,9) 17(64,4) 15.0(1,04) 17(64,4) 15.0(1,04) 16 x 18(4,9 x 5,5) 16(4,9) 20(75,7) 20.7 (1,43) 20(75,7) 20.7(1,43) 16 x 20 (4.9x 6,1) 16(4,9) 23 (87,1) 27.4(l.89) 23 (87,1) 27.4 (1,89) For Ceiling types refer to NFPA 13, 13R or 130 nical Data: Nominal Max. Sprinkler Max. Sprinkler Thread Orifice Pressure Temp. Rating Ambient K Length Size Inch psi (bar) ___ Temp. ___ Factor Inch OF °C °F (mm) I °C (mm) ½" NPT (R'/2) 1/2" (13) 175(12) 155 175 I 68 I 79 100 150 38 I 66 5.8 (83.5) 2.45(62) Escutcheon, F2, Data: Adjustment Face of Fitting to wall Type Inch (mm) Inch (mm) F2 1/2 (13) /16 - 1/16 (4.7-17.4) Ordinary Temp. Rating Intermediate Temp. Rating Max. Coverage area Max. Spacing (155°FI80C) I (1750F1790C) Top of Deflector to Minimum Ft x Ft (m x m) Ft (m) Flow Pressure I Flow Pressure Ceiling i Spacing (DM Il h,iin I DI I 1DRA • I DI ., Inch (mm) I Ft (m) I 12 x 12 (3,6 x 3,6) 12(3,6) 14x14(4,3x4,3) 14(4,3) - 16 x 16 (4,9 x 4,9) 16(4,9) - 16 x 18 (4,9 x 5,5) 16(4,9) - 16 x 20 (4,9 x 6, 1) 16(4,9) - 12 x 12(3,6 x 3,6) 12(3,6) - 14 x 14(4,3 x 4,3) 14(4,3) - 16 x 16(4,9 x 4,9) 16(4,9) - 16x 18(4,9x5,5) 16(4,9) Ceiling types refer to NFPA 13, 13R or 130 7. * Not listed for corrosion resistance. Model Fl Res 44 SWC Ti'hnil fl61tS1 F:i Poe && qwr, 1IM f1 4 to [701.60o,o, To 114.[.37. 75nm3 Moojoorn, J04.80-17 Fore Of F7ttog To WOO D*0000/on PUSH ON COVER. 7)/EN 77/RN TO ADJUST UN17L 7IGHT AGAINST WALL. S 7/2W Roo,o,o:dedW.11 Hole 25/762 518' [58.74mml 77/RN COLLAR UN77L liGHT AGAINST SPRINKLER WRENCH BOSS. 727/32 (42.0 112- [12.70mml Adjstrnent Fl RES 44 SWC Fig. 6 Nominal Max. Cover Max. Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch (mm) psi (bar) Rating Temp. Factor Inch (mm) OF I OC /2 NPT (R1/2) 3/8"(10) 175(12) :1:35 57 100 38 4.4(63) 2.45 (62) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°FI8°C) Top of Deflector to Ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (Limin) Pressure 12 x 12(3,6 x 3,6) 12(3,6) 13(49,2) 8.7(0,60) 4 to 6(100 to 152); ½ (13) recessed using F2 escutcheon 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 14(53,0) 10.2 (0,71) 16 x 16(4,9 x 4,9) 16(4,9) 17 (64,3) 15.0(1,1) 16x 18(4,9x5,5) 16(4,9) 19(71.8) 18.7(1,13) 16 x 20(4,9 x 6,1) 16(4,9) 23 (87,1) 27.4(1,89) 12 x 12(3.6 x 3,6) 12(3,6) 14(52,9) 10.2 (0,71) 6 to 12 (152 to 305); ½ (13) recessed using F2 escutcheon 14 x 14(4,3 x 4,3) 14(4,3) 15(56,7) 11.7(0,81) 16 x 16(4,9 x 4,9) 16(4,9) 18(68,1) 16.8(1.16) 16 x 18(4,9 x 5,5) 16(4,9) 20(75.6) 20.7 (1,43) For Ceiling types refer to NFPA 13, 13R or 130 91 Unflal WQeQ IJQWV Il h,I. Technical Data: Fl Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Identification Inch (mm) psi (bar) 1 FI ____ Inch (mm) Number (SIN) OF °c O OC Bulb ½"NPT /"(l3) 175 (12) 155 175 68 79 100 150 38 66 5 .8 (83.5) 2.45 (62) RA3533 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F/680C) Intermediate Temp. Rating (1750F/79°C) Top of Deflector to Ceiling Inch (mm) Minimum Spacing Ft (m) Flow GPM (L/min) Pressure PSI (bar) Flow GPM (Llmin) Pressure PSI (bar) 18 x 20(5,5 x 6,1) 18(5,5) 30 (114) 268(1,85) 30(114) 26.8(1,85) 4t06000t0 152): ½ (13) recessed using F2 escutcheon 8(2,4) 20x20(6.1 x6,1) 20(6,1) 30(114) 26.8(1,85) 30(114) 26.8(1,85) 16 x 22(4.9 x 6,7) 16(4,9) 33(125) 32.4(2,23) 33(125) 32.4 (2,23) 16 x 24(4,9 x 7.3) 16(4,9) 38(144) 42.9(2,96) 38(144) 42.9(2,96) 14 x 26(4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 42 (160) 52.4 (3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4(2,5) 35(133) 36.4 (2,5) 6 to 12 (152 to 305): ½ (13) recessed using F2 escutcheon 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9 (2,96) 38 (144) 42.9(2,96) 16 x 24(4,9 x 7,3) 16(4,9) 42(160) 52.4(3,6) 42(160) 52.4(3,6) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9(4,34) 46(174) 62.9(4,34) f-or Ueifing types refer to NFPA 13, 13R or 13D MnrkI Fl Pc R I.IqWY 1PiiIh FACE OF FITTING TO WALL DIMENSION 1'---'--i- [31.8mm] 11/76" MIN. "A I [572mm] " 2 7/4" HOLE 0/A. , CEILING TO (3.2mm] DEFLECTOR 1" X 7/2" REDUCER -v DIMENSION III1OIA.4I TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 7/2" [13mm] 135FG08 ADJUSTMENT Fl RES 58 HSWX Fig. 7 Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) OF 0C Link ½' NP l (R½) 1/2" (13) 175 (12) 100 38 5.8 (83.5) 2.45 (62) RA3593 Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (165°F/74°C) Top of Deflector to Ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow GPM (L4nin) Pressure 18 x 20 (5,5 x 6, 1) 18(5,5) 29(109) 25(1,72) 4 to 6(100 to 152); ½ (13) recessed using F2 escutcheon 8(2,4) 20x20(6,1 x6,1) 20(6,1) 30(114) 26.8 (1,85) 16 x 22(4,9 x 7,3) 16(4,9) 33(125) 32.4(2,23) 16 x 24(4,9 x 7.3) 16(4,9) 38(144) 42.9(2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35 (133) 36.4 (2,5) 6 to 12 (152 to 305); ½ (13) Recessed using F2 escutcheon 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9 (2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) 14 x 26 (4,3 x 7,9) 14(4,3) 46(174) 62.9(4,34) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and Fl Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector- to-ceiling distance listing shall be ito 8" maximum, only for FiRes 49. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome- plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30, 49 & 58 Recessed Pendent/ F2, Model Fl Res 30,49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector-to-ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded *DuPont Registered Trademark 10. ot cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard, fin- ish shall be [brass][bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable [Model Fl Res 30, 49 & 58 Recessed Pendent/Fi] [Model Fl Res 30, 49 & 58 Recessed Pendent/F2] [Mode! Fl Res 30, 49 & 58 Recessed Pendent/FP] SIN R351 1, R3516 & R3513 (Bulletin 135). Model Fl Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal as- sembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a 1/2" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R351 1, R3516 & R3513 (Bulletin 135). Model Fl Res 44, Fl Res 58 Horizontal Sidewall, Fl Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- *DuPont Registered Trademark leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (741C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white paint- ed. The Fl Res 58 HSW is also available with low lead frame. Fl Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and Fl Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify], Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, Fl Res 58, Fl Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal side- wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be Of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). 11. Model Fl Res 76 Recessed Pendent/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (68°C)] [175°F (79°C)], Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjust- ment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/ Fl] [Model Fl Res 76 Recessed Pendent/F21 [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0,05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (57C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Standard Finishes Sprinkler F1 F2 FP EscutcheonsCover Plates Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester2 Coated Special Application Finishes Sprinkler Fl, F2, FP Escutcheons Electroless Nickel PTFE(Teflon®)(2) Electroless Nickel PTFE (Teflona) Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome Dull Chrome Dull Other finishes and colors are available on special order, Consult factory for details, cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish "DuPont Registered Trademark The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices .. Paper Reliabl (914) 829-2042 Corporate Offices C (800) 848L6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in USA. 06/15 P/N 9999970235