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Home My WebLink About2229 PALOMAR AIRPORT RD; ; AS060304; PermitCity of Carlsbad Sprinkler Permit Permit No: AS060304 2229 PALOMAR Job Address: AIRPORT RD Permit Type: SPRINK Parcel No: 2130702900 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 12/28/2006 Approved: 12/28/2006 Issued; 12/28/2006 Inspector: Project Title: HAMPTON INN FOUR FIRE SPRINKLER INSPECTINS @ $62/EA Applicant: APEX FIRE PROTECTION SUITE 220 2155 VERDUGO BL MONTROSE, CA 818-266-9151 Owner: AGO HILLS L L C C/O EDWARD G COSS 620 NEWPORT CENTER DR NEWPORT BEACH CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 248 0 248 0 Hampton Inn Review Comments. Page 2 Review Comments Hampton Inn, 6106 Yarrow Drive, Carlsbad, California Sheet FP-2 Several lengths of the main for the lobby area are shown in the calculations as 2", while the drawing shows 3". No revision required. Redlines have been made on the plans to indicate that the Series LF-II residential horizontal sidewall sprinklers are to be installed between 4" to 6" below the ceiling. • APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:1 FOR HAMPTON INN CARLSBAD FIRST FLOOR KING SUITE FILE NUMBER: DATE: DEC 10, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .10 gpm/a.s. AREA OF APPLICATION: 408 sq. ft. COVERAGE PER SPRINKLER: 161 X20' MAX NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 147.6 -gpm TOTAL WATER REQUIRED (including hose): 247.6 gpm FLOW AND PRESSURE (@ BOR) : . 147.6 gpm @ 77.4 psi SPRINKLER ORIFICE SIZE: K=4.9,5.6 & 8.0 SAFETY: 16.29 PSI DESIGNED.BY: ZB AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT Ci. APPROVED •6ti /2/57'6 APPROVED AS NOTED Ci NOT A•PPROVED RESUBMIT CHECNHG IS ONLY FOR COF0RMANt !ITH THE OESGN CCFPT THE PROJECT AND CDMPECNCE W{TN THE 4FORCi1ON GVT.H THE COTiRACT DOCUMENTS. CONTRA TOE FS RESPUNULE TOT? DIMENOJUNS TO 13E CONFIRMED AND CORNELATED Pd IRE JOB SITE AND FOR (OOFDiNATON Of THE WORK OF ALL TRAIYE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/10/2006: \DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR KING.SDF JOB TITLE: Hampton Inn 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) SOURCE 100.0 95.0 680.0 99.2 247.6 82.9 Available pressure is 16.3 psi (20%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 247.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 147.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) Kl 9.0 K= 5.60 26.8 29.0 K2 9.0 K= 4.90 26.7 25.3 K3 9.0 - - - - 28.5 - - - K4 9.0 K= 8.00 35.8 47.9 K5 9.0 - - - - 40.7 - - - K6 9.0 - - - - 40.7 K7 9.0 K= 8.00 32.2 45.4 K8 9.0 - - - - 37.3 - - - K9 9.0 - - - - 42.0 7 9..5 - - - - 71.9 8 9.5 - - - - 73.0 TOR 95 - - - - 73.2 - - - BOR 1:0 - - - - 77.4 - - - BF1 2.0 - - - - 77.0 - - - SF2 2.0 - - - - 82.0 - .- - UG 0.0 - - - - 82.9 - - - UG2 0.0 - - -.- 82.9 UG3 0.0 - - - - 82.9 SOURCE 0.0 SOURCE 82.9 147.6 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/10/2006: \DRAWINGS\AFEX DRAWINGS\HAMPTON INN\FIRST FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -29.0 0.874 PL 4.00 PF 1.7 Ki 9.0 5.6 26.8 29.0 15.5 150 FTG ---- PE 0.0 K3. 9.0 0.0 28.5 0.0 0.416 TL 4.00 PV Pipe: 2 -25.3 0.874.PL 2.50 PF 1.8 K2 9.0 4.9 26.7 25.3 13.5 150 FTG T PE 0.0 K3 9.0 0.0 28.5 0.0 0.324 TL 5.61 PV Pipe: 3 -54.3 * 1.101 FL 9.25 PF 12.3 K3 9.0 0.0 28.5 0.0 18.3 150 FTG 2T FE 0.0 K6 9.0 0.0 40.7 0.0 0.432 TL 28.38 PV Pipe:4 -47.9 0.874 FL 1.50 PF 4.9 9.0 8.0 35.8 47.9 25.6 150 FTG T FE 0.0 K5 9.0 0.0 40.7 0.0 1.053 TL 4.61 PV Pipe: 5 -47.9 2.003 FL 2.00 PF 0.1 K5 9.0 0.0 40.7 0.0 4.9 150 FTG 1.0 FE 0.0 K6 9.0 0.0 40.7 0.0 0.019 TL 3.00 PV Pipe: 6 -102.2 2.003 FL 16.29 PF 1.3 K6 9.0 0.0 40.7 0.0 10.4 150 FTG 1.0 FE 0.0 K9 9.0 0.0 42.0 0.0 0.075 TL 17.29 PV pipe: 7 -45.4 0.874 FL 2.17 PF 5.0 K7 9.0 8.0 32.2 45.4 24.3 150 FTG T FE 0.0 K8 9.0 0.0 37.3 0.0 0.955 TL 5.28 PV Pipe: S -45.4 1.101 FL 2.00 PF 4.8 K8 9.0 0.0 37.3 0.0 15.3 150 FTG ET FE 0.0 KS 9.0 0.0 42.0 0.0 0.310 TL 15.39 PV Pipe: 9 -147.6 2.003 FL 175.08 PF 30.0 KS 9.0 0.0 42.0 0.0 15.0 150 FTG 26.6 FE -0.2 7 9.5 0.0 71.9 0.0 0.149, TL 201.68 PV Pipe: 18 -147.6 2.950 FL 26.58 PF 1.2 7 9.5 0.0 71.9 0.0 6.9 150 FTG 24.4 FE 0.0 8 9.5 0.0 73.0 0.0 0.023 TL 50.98 PV Pipe: 19 -147.6 3.314 FL 2.00 PF 0.2 8 9.5 0.0 73.0 0.0 5.5 150 FTG E FE 0.0 TOR 9.5 0.0 73.2 0.0 0.013 TL 12.73 PV Pipe: 20 -147.6 3.314 FL 11.50 PF 0.5 TOR 9.5 0.0 73.2 0.0 5.5 120 FTG 2E FE 3.7 BOR 1.0 0.0 77.4 0.0 0.019 TL 25.70 PV S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/10/2006:\DRAWINGS\AFEX DRAWINGS\HAMPTON INN\FIRST FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 21 -147.6 6.090 FL 84.00 PF 0.1 BOR 1.0 0.0 77.4 0.0 1.6 150 FTG 4L FE -0.4 BF1 2.0 0.0 77.0 0.0 0.001 TL 139.60 PV Pipe: 22 FIXED PRESSURE LOSS DEVICE SF2 2.0 0.0 82.0 0.0 5.0 psi, 147.6 gpm SF1 2.0 0.0 77.0 0.0 Pipe: 23 -147.6 6.090 PL 14.34 PF 0.0 SF2 2.0 0.0 82.0 0.0 1.6 150 FTG T PE 0.9 UG 0.0 0.0 82.9 0.0 0.001 TL 60.54 PV Pipe: 24 -147.6 7.980 FL 15.71 PF 0.0 UG 0.0 0.0 82.9 0.0 0.9 150 FTG TG PH 0.0 UG2 0.0 0.0 82.9 0.0 0.000 TL 71.41 PV Pipe: 25 -147.6 8.390 FL 36.17 PF 0.0 UG2 0.0 0.0 82.9 0.0 0.9 140 FTG ---- FE 0.0 UG3 0.0 0.0 82.9 0.0 0.000 TL 36.17 PV Pipe: 26 -147.6 9.790 FL 49.08 PF 0.0 UG3 0.0 0.0 82.9 0.0 0.6 150 FTG T PE 0.0 SOURCE 0.0 SRCE 82.9 (N/A) 0.000 TL 116.48 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 1608097110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.0b4 gpm and a maximum imbalance at any node of 0.078 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 25.6 ft/sec at pipe 4. PIPE FITTINGS TABLE Pipe Table Name: DG.FI? il. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR KING.SDF JOB TITLE: Hampton Inn PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 28.55 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C 3 G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 8.390 30.50 59.40 22.10 76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE: G MATERIAL: DnaFL3 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngE1l ChkVlv'BfyVlv GatVlv AlmChk DPVlv SEll 3.314 7.10 17.80 7.30 23.30 14.60 1.50 31.30 18.00 3.50 WATER SUPPLY ANALYSIS Static: 100.00 psi Resid: 95.00 psi Flow: 680.0 gpm 13 120.0 -i-- - t't) LEGEND - t'1'- r Available pressure 1 99.23 psi @ 247.6 gpm Required pressure 2 82.94 psi '@ 247.6 gpm Source Supply Curve g 100.0 A 1 System Demand Curve G - A U cn G E 80.0 In - I-I ZR: E S — 60.0 S U '-40 R 0 E 2: I-4 Zt-I 40 .0 1-4 Cl) p Co S 1-I 0 - 0 20.0 En LQ B 0.0 —14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAIPTON INN\FIRST FLOOR KING.SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+ 99*\\\\O\\\\\\\\\\ I \\\\\\\\\\\\\\\\ I * <-95.0 psi 8680 gpm Flow Test Point 90+ - L x 81+ P 72+ RI E S I S .63+ U RI E I 54+ S I I 45+ 36+ 27+ 18+1 LEGEND I X = Required Water Supply I 82.94 psi 8 247.6 gpm " 9+ I 0 = Available Water Supply " 99.23 psi 8 247.6 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:2 FOR HAMPTON INN CARLSBAD FIRST FLOOR LAUNDRY ROOM FILE NUMBER: DATE: DEC 10, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Ordinary Hazard Group I DENSITY: .15 gpm/a.s. AREA OF APPLICATION: 819.9 sq. ft. COVERAGE PER SPRINKLER: 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 10 sprinklers TOTAL SPRINKLER WATER FLOW. REQUIRED: 228.2 gprn TOTAL WATER REQUIRED (including hose): 478.1 gpm FLOW AND PRESSURE (8 BOR): 228.2 gpm 8 63.6 psi SPRINKLER ORIFICE SIZE: K5.6 SAFETY: 28.04 PSI DESIGNED BY: ZB AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/10/2006RAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LAUNDRY.SDF JOB TITLE: Hampton Inn WATER SUPPLY DATA SOURCE STATIC RESID. FLOW. AVAIL. TOTAL REQ'D NODE PRESS.. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) PSI) (GPM) (PSI) SOURCE 100.0 95.0 680.0 97.4 478.1 69.4 Available pressure is 28.0 psi (40%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 478.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 228.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) . (PSI) (GPM) 101 9.0 K= 5.60 12.1 19.5 102 9.0 K= 5.60 12.2 19.6 103 9.0 K= 5.60 12.8 20.1 104 9.0 K= 5.60 16.1 22.4 105 9.0 . K= 5.60 18.9 24.3 106 9.0 K= 5.60 22.4 26.5 107 9.0 K= 5.60 21.8 26.1 108 9.0 K= 5.60 15.7 22.2 108A 9.0 16.5 109 9.0 K= 5.60 16.7 22.9 110 9.0 K= 5.60 19.3 24.6 201 9.5 - - - - 13.1 - - - 202 9.5 - - - - 14.5 - - - 203 8.5 - - - - 31.0 - - - 204 9.5 - - - - 23.2 - -. - 204A 9.5 - - -- 27.8 205 8.5 - - - 32.0 - - - 206 9.5 - - - - 17.4 - - - 207 9.5 - - - - 20.6 - - - 208 8.5 .---- 34.8 7 9.5 - - - - 55.5 - - - 8 9.5 - - - - 57.6 - - - TOR 9.5 - - - - 58.8 - - - BOR 1.0 - - - 63.6 - - - BFI 2.0 - - - - 63.3 BF2 2.0 - - - - • 68.3 UG 0.0 - - - - 69.3 UG2 0.0 - - -' - 69.3 - - - - UG3 0.0 - - - - 69.3 SOURCE 0.0 SOURCE 69.4 228.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/10/2006RAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LAUNDRY.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -19.5 0.874 PL 2.79 PF 1.2 101 9.0 5.6 12.1 19.5 10.4 150 FTG T FE -0.2 201 9.5 0.0 13.1 0.0 0.200 TL 5.90 PV Pipe: 2 -19.6 0.874 FL 2.45 PF 1.1 102 9.0 5.6 12.2 19.6 10.5 150 FTG T PE -0.2 201 9.5 0.0 13.1 0.0 0.201 TL 5.56 PV Pipe: 3 -39.1 1.101 FL 6.21 PF 1.5 201 9.5 0.0 13.1 0.0 13.2 150 FTG ---- PH 0.0 202 9.5 0.0 14.5 0.0 0.235 TL 6.21 PV Pipe: 4 -20.1 0.874 FL 6.08 PF 1.9 103 9.0 5.6 12.8 20.1 10.7 150 FTG T FE -0.2 202 9.5 0.0 14.5 0.0 0.211 TL 9.19 FV Pipe: 5 -59.1 1.101 PL 2.58 PF 1.3 202 9.5 0.0 14.5 0.0 19.9 150 FTG ---- PH 0.2 104 9.0 5.6 16.1 22.4 0.505 TL 2.58 PV Pipe: 6 -81.6 1.394 FL 9.67 PF 2.8 104 9.0 5.6 16.1 22.4 17.1 150 FTG ---- FE 0.0 105 - 9.0 5.6 18.9 24.3 0.290 TL 9.67 PV Pipe: 7 -105.9 1.394 FL 6.17 PF 11.9 105 9.0 5.6 18.9 24.3 22.3 150 FTG 2T PE 0.2 203 8.5 0.0 31.0 0.0 0.471 TL 25.22 PV Pipe: 8 -105.9 2.003 FL 12.50 PF 1.0 203 8.5 0.0 31.0 0.0 10.8 150 FTG ---- PH 0.0 205 8.5 0.0 32.0 0.0 0.081 TL 12.50 PV Pipe: 9 -26.5 1.101 FL 9.00 PF 1.0 106 9.0 5.6 22.4 26.5 8.9 150 FTG ---- FE -0.2 204 9.5 0.0 23.2 0.0 0.114 TL 9.00 PV Pipe: 10 -26.1 0.874 FL 1.50 PF 1.6 107 9.0 5.6 21.8 26.1 .14.0 150 FTG T FE. -0.2 204 9.5 0.0 23.2 0.0 0.344 TL 4.61 PV Pipe: 11 -52.6 1.101 FL 11.25 PF 4.6 204 9.5 0.0 23.2 0.0 17.7 150 FTG ---- FE 0.0 204A 9.5 0.0 27.8 0.0 0.407 TL 11.25 PV Pipe: 12 -52.6 1.394 FL 6.75 PF 3.8 204A 9.5 0.0 27.8 0.0 11.1 120 FTG 2T PE 0.4 205 8.5 0.0 32.0 0.0 0.195 TL 19.35 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/10/2006RAWINGS\AFEX DRAWINGS\HAMPTON INN\FIRST FLOOR L A U N D R Y . S D F JOE TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (Fl) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -158.5 2.003 FL 15.58 PF 2.8 205 8.5 0.0 32.0 0.0 16.1 150 FTG 1.0 PE 0.0 208 8.5 0.0 34.8 0.0. 0.170 TL 16.58 PV Pipe: 14 . -22.2 0.874 PL 2.08 PF 0.8 108 9.0 5.6 15.7 22.2 11.9 150 FTG E FE 0.0 108A 9.0 0.0 16.5 0.0 0.254 TL • 3.32 PV Pipe: 15 -22.2 1.101 PL 9.00 PF 1.1 108A 9.0 0.0 16.5 0.0 7.5 120 FTG ---- FE -0.2 206 9.5 0.0 17.4 0.0 0.124 TL 9.00 PV Pipe: 16 -22.9 0.874 FL 0.50 PF 1.0 109 9.0 5.6 16.7 22.9 12.2 150 FTG T FE -0.2 206 9.5 0.0 17.4 0.0 0.268 TL 3.61 PV Pipe: 17 -24.6 0.874 FL 1.67 PF 1.5 110 9.0 5.6 19.3 24.6 13.2 150 FTG T FE -0.2 207 9.5 0.0 20.6 0.0 0.307 TL 4.78 PV Pipe: 18 -45.0 1.101 FL 10.25 PF 3.1 . 206 . 9.5 0.0 17.4 0.0 15.2 150 FTG ---- FE 0.0 207 9.5 0.0 20.6 0.0 0.306 TL 10.25 PV Pipe: 19 -69.7 1.101 FL 6.75 PF 13.8 207 9.5 0.0 20.6 0.0 23.5 150 FTG ET FE 0.4 208 8.5 0.0 34.8 0.0 0.684 TL 20.14 PV Pipe: 20 . -228.2 2.003 PL 48.00 PF 21.2 208 8.5 0.0 . 34.8 0.0 23.2 150 FTG 15.6 FE -0.4 7 9.5 0.0 55.5 0.0 0.333 TL 63.60 Pv Pipe: 21 -228.2 2.950 PL 26.58 PF 2.0 7 9.5 0.0 55.5 0.0 10.7 150 FTG 13.6 FE 0.0 8 95 0.0 57.6 0.0 . 0.051 TL, 40.18 PV Pipe: 22 -228.2 2.950 FL 2.00 PF 1.2 8 9.5 0.0 57.6 0.0 10.7 150 FTG E FE 0.0 TOR 9.5 0.0 58.8 0.0 0.051 TL 23.57 PV . Pipe: 23 -228.2 3.314 FL 11.50 PF 1.1 TOP. 9.5 0.0 58.8 0.0 8.5 120 FTC 2E PE 3.7 BOR 1.0 0.0 63.6 0.0 0.043 TL 25.70 PV Pipe: 24 -228.2 6.090 FL 84.00 PF 0.2 BOR 1.0 0.0 63.6 0.0 2.5 150 FTG 4L FE -0.4 EF1 2.0 0.0 63.3 0.0 0.001 TL 139.60 PV Pipe: 25 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 68.3 0.0 5.0 psi, 228.2 gpm BF1 2.0 0.0 63.3 0.0 'SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/10/2006RAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST F L O O R L A U N D R Y . S D F JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -228.2 6.090 PL 14.34 PF 0.1 BF2 2.0 0.0 68.3 0.0 2.5 150 FTG T PE 0.9 UG 0.0 0.0 69.3 0.0 0.001 TL, 60.54 PV Pipe: 27 -228.2 7.980 PL 15.71. PF 0.0 UG 0.0 0.0 69.3 0.0 1.5 150 FTG TG PE 0.0 UG2 0.0 0.0 69.3 0.0 0.000 TL 71.41 PV Pipe: 28 -228.2 .8.390 PL 36.17 PF 0.0 UG2 0.0 0.0 69.3 0.0 1.3 140 FTG ---- PE 0.0 UG3 0.0 . 0.0 69.3 0.0 0.000 TL 36.17 PV Pipe: 29 -228.1 9.790 PL 49.08 PF 0.0 UG3 0.0 0.0 69.3 0.0 1.0 150 FTG T PE 0.0 SOURCE 0.0 SRCE 69.4 (N/A) 0.000 TL 116.48 PV NOTES: Calculations were performed by the HASS 7.8 computer progra m under license no. 1608097110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each, node of 0.003 gpm and a maximum imbalance at any node of 0.096 gpm. - Total pressure at each node is used in balancing the s y s t e m . Maximum water velocity is 23.5 ft/sec at pipe 19. PIPE FITTINGS TABLE Pipe Table Name: DG.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet. (in') E T L C B G A ' D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.101 2.53. 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6. 3 3 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.3 0 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 2 8 . 5 5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/10/2006RAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LAUNDRY.SDF JOB TITLE: Hampton Inn PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 8.390 30.50 59.40 22.10 76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE:. G MATERIAL: DnaFL3 HWC: 120 . . Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngE11 ChkVlv BfyVlv GatVlv AlrnChk DPV1v SEll 3.314 7.10 17.80 7.30 23.30 14.60 1.50 31.30 18.00 3.50 C4 WATER SUPPLY ANALYSIS to F3 Static: 100.00 psi Resid: 95.00 psi Flow: 680.0 gpm 13 120.0 IA LEGEND Available pressure 97.39 psi 8 478.1gpm Required pressure 2 69.35 psi 8 478.1 gpm rt as Source Supply Curve 100.0 1 System Demand Curve ztn G A U - t 4 G E 80.0 :z U) P R E S 60.0 S 0L1 IT Z F1 0 - '-4 z E • zz t-I • • ( 40.0 En cn i-i P S i • • 20.0 U U(D -J B 0.0 -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/10/2006RAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LAUNDRY. SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+ \\\\\\ 99*\\\\\\\\\ -95.0 psi @ 680 gpm *< I Flow Test Point 90+ 81+ P 72+ RI x E S I S 63+ UI RI E I 54+ P S I I 45+ 36+ 27+ 18+ LEGEND I, I X = Required Water Supply I 69.35 psi 8 478.1 gpm " 9+ I 0 = Available Water Supply " I 97.39 psi 8 478.1 gpm ff 0 ------------- -----+------+.-------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:3 FOR HAMPTON INN CARLSBAD FIRST FLOOR LOBBY ROOM FILE NUMBER: DATE: DEC 12, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Light Hazard DENSITY: .10 gpm/a.s. AREA OF APPLICATION: 1810.78 sq. ft. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1.6 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 517.0 gpm TOTAL WATER REQUIRED (including hose)- 617.0 gpm FLOW AND PRESSURE (8 BOR) : 517.0 gpm 8 75.1 psi SPRINKLER ORIFICE SIZE: K8.0 SAFETY: 13.72 PSI DESIGNED BY: ZB APPROVED AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT APPROVED AS f'WTED fl NOT APPROVED, RESUBMIT CHECKINC IS ONLY FOR COIFORMANt WITH THE .ESGM CONCEPT uP THE PIOJECT AND COMPUANCE WITH THE OHM TDN GiVEN IN THE CONTRACT 000MENTS. CONTRACTOR IS RESPONSIBLE bENSONS TO BE CONFIRMED CHPELATED AT THE JOB ;Ii ANO FOR COORDINATION OF THE - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 12/12/2006\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 100.0 95.0 680.0 95.8 617.0 82.1 Available pressure is 13.7 psi (17%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 617.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 517.0 GPM NODE ANALYSIS DATA NODE.TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 9.0 K= 8.00 11.7 27.3 2 9.0 K= 8.00 17.6 33.6 3. 9.0 - - - - 28.0 3A 9.0 K= 8.00 23.1 38.5 3B 9.0 - - - - 28.3 - - - 4 9.0 K= 8.00 15.0 31.0 5 9.0 K= 8.00 17.5 33.5 6 9.0 - - - - 29.0 - - - 6A 9.0 K= 8.00 21.9 37.4 7 9.5 - - - - 50.8 - - - 8 9.5 - - - - 60.9 - - - 9 9.0 - - - - 28.6 - - - 10 9.5 - --- 28.3 11 9.0 - - - - 28.6 - - - 12 9.0 - - - - 30.5 - - - 13 9.5 - - - - 30.3 14 9.0 - - - - 30.5 - - - 15 9.0 K= 8.00 10.6 26.1 16 9.0 K= 8.00 10.6 26.0 17 9.0 K= 8.00 16.4 32.4 18 9.0 K= 8.00 17.8 33.7 19 9.0 K= 8.00 21.6 37.1 20 9.0 K= 8.00 11.3 26.9 21 9.0 K= 8.00 11.2 26.8 22 9.0 K= 8.00 17.4 33.4 23 9.0 K= 8.00 19.2 35.0 24 9.0 K= 8.00 22.8 38.2 25 9.5 - - - - 11.8 - - - 26 9.5 - - - - 12.3 - - - 27 9.5 - - - - 19.1 - - - 28 9.5 - - - - 20.8 - - - 29 9.5 - - - - 23.7 - - - 30 9.0 - - - -. 33.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATES: 12/12/2006\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 31 9.5 - - - - 12.5 - - - 32 9.5 - - - - 13.1 33 9.5 - - - - 20.3 - - - 34 9.5 - - - - 22.2 35 9.5 - - - - 25.1 36 9.0 - - - - 35.5 - - - TOR 9.5 - - -, - 66.3 -. - - BOR 1.0 - - - - 75.1 - - - BF1 2.0 - - - - 75.6 BF2 2.0 - - - - 80.6 - - - UG 0.0 - - - - 81.8 - - - UG2 0.0 - - -- 82.0 - - - UG3 0.0 - - - - 82.0 SOURCE 0.0 SOURCE 82.1 517.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 12/12/2006\DRAWINGS\ApEx DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -27.3 0.874 PL 16.00 PF 6.0 3. 9.0 8.0 11.7 27.3 14.6 150 FTG ---- PE 0.0 2 9.0 8.0 17.6 33.6 0.373 TL 16.00 PV Pipe: 2 -60.9 1.101 FL 6.00 PF 10.4 2 9.0 8.0 17.6 33.6 20.5 150 FTG ET FE 0.0 3 9.0 0.0 28.0 0.0 0.534 TL 19.39 PV / Pipe: 3 -31.0 1.101 FL 16.00 PF 2.5 4 9.0 8.0 15.0 31.0 10.5 150 FTG ---- FE 0.0 5 9.0 8.0 17.5 33.5 0.153 TL 16.00 PV Pipe: 4 -64.5 1.101 FL 6.00 PF 11.5 5 9.0 8.0 17.5 33.5 21.7 150 FTG ET FE 0.0 6 9.0 0.0 29.0 0.0 0.594 TL 19.39 PV Pipe: 5 -60.9 2.003 PL 8.42 PF 0.3 3 9.0 0.0 28.0 0.0 6.2 150 FTG 1.0 PE 0.0 3B 9.0 0.0 28.3 0.0 0.029 TL 9.42 PV Pipe: 6 -99.4 2.003 FL 2.96 PF 0.3 33 9.0 0.0 28.3 0.0 10.1 150 FTG 1.0 FE 0.0 11 9.0 0.0 28.6 0.0 0.072 TL 3.96 PV Pipe: 7 -99.4 2.003 FL 5.37 PF 0.5 11 9.0 0.0 28.6 0.0 10.1 150 FTG 1.0 FE 0.0 6 9.0 0.0 29.0 0.0 - 0.072 TL 6.37 PV Pipe: 8 -38.5 0.874 FL 3.00 PF 5.2 3A 9.0 8.0 23.1 38.5 20.6 150 FTG ET FE 0.0 3B 9.0 0.0 28.3 0.0 0.702 TL 7.35 PV Pipe: 9 -37.4 0.874 FL 5.04 PF 7.1 6A 9.0 8.0 21.9 37.4 20.0 150 FTG 2ET FE 0.0 6 9.0 0.0 29.0 0.0 0.668 TL 10.63 PV Pipe: 10 0.0 0.874 FL 0.87 PF 0.0 9 9.0 0.0 28.6 0.0 0.0 150 FTG ET FE -0.2 10 9.5 0.0 28.3 0.0 0.000 TL 5.22 PV Pipe: 11 0.0 1.101 FL 8.00 PF 0.0 10 9.5 0.0 28.3 0.0 0.0 150 FTG ET FE 0.2 11 9.0 0.0 28.6 0.0 0.000 TL 21.39 PV Pipe: 12 0.0 0.874 FL 2.37 PF 0.0 12 9.0 0.0 30.5 0.0 0.0 150 FTG ET PE -0.2 13 9.5 0.0 30.3 0.0 0.000 TL 6.72 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATEf 12/12/2006\DRAwINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.101 PL 8.00 PF 0.0 13 9.5 0.0 30.3 0.0 0.0 150 FTG ET PH 0.2 14 9.0 0.0 30.5 0.0 0.000 TL 21.39 PV Pipe: 14 -201.3 2.003 PL 4.62 PF 1.5 6 9.0 0.0 29.0 0.0 20.5 150 FTG 1.0 PE 0.0 14 9.0 0.0 30.5 0.0 0.264 TL 5.62 PV Pipe: 15 -201.3 2.003 PL 10.38 PF 3.0 14 9.0 0.0 30.5 0.0 20.5 150 FTG 1.0 PE 0.0 30 9.0 0.0 33.5 0.0 0.264 TL 11.38 PV Pipe: 15A -26.1 0.874 PL 1.50 PF 1.4 15 9.0 8.0 10.6 26.1 13.9 150 FTG 2E PE -0.2 25 9.5 0.0 11.8 0.0 0.342 TL 3.99 PV Pipe: 15B -26.1 1.101 PL 4.08 PF 0.6 25 9.5 0.0 11.8 0.0 8.8 150 FTG 1.0 PH 0.0 26 9.5 0.0 12.3 0.0 0.111 TL 5.08 PV Pipe: 15C -26.0 0.874 PL 1.50 PF 2.0 16 9.0 8.0 10.6 26.0 13.9 150 FTG ET PE -0.2 26 9.5 0.0 12.3 0.0 0.340 TL 5.85 PV Pipe: 15D -52.1 1.101 PL 16.00 PF 6.8 26 9.5 0.0 12.3 0.0 17.5 150 FTC 1.0 PE 0.0 27 9.5 0.0 19.1 0.0 0.400 TL 17.00 PV Pipe: 15E -32.4 0.874 PL 1.50 PF 3.0 17 9.0 8.0 16.4 32.4 17.3 150 FTG ET PH -0.2 27 9.5 0.0 19.1 0.0 0.510 TL 5.85 PV Pipe: 15F -84.4 1.394 PL 4.34 PF 1.7 27 9.5 0.0 19.1 0.0 17.7 150 FTG 1.0 PE 0.0 28 9.5 0.0 20.8 0.0 0.310 TL 5.34 PV Pipe: 15G -33.7 0.874 PL 1.50 PF 3.2 18 9.0 8.0 17.8 33.7 18.0 150 FTC ET PH -0.2 28 9.5 0.0 20.8 0.0 0.551 TL 5.85 PV Pipe: 1H -118.2 1.394 PL 4.08 PF 2.9 28 9.5 0.0 20.8 0.0 24.8 150 FTC 1.0 PE 0.0 29 9.5 0.0 23.7 0.0 0.577 TL 5.08 PV Pipe: 151 -37.1 0.874 PL 0.50 PF 2.4 19 9.0 8.0 21.6 37.1 19.9 150 FTG T PH -0.2 29 9.5 0.0 23.7 0.0 0.658 TL 3.61 PV Pipe: 151 -155.3 1.598 PL 2.00 PF 9.6 29 9.5 0.0 23.7 0.0 24.8 150 FTC ET PH 0.2 30 9.0 0.0 33.5 0.0 0.492 TL 19.48 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/12/2006\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 15K -356.6 2.950 FL 14.00 PF 2.0 30 9.0 0.0 . 33.5 0.0 16.7 150 FTG 3.0 PE 0.0 36 9.0 0.0 35.5 0.0 0.116 TL 17.00 PV Pipe: 15L -26.9 0.874 FL 1.50 PF 1.4 20 9.0 8.0 11.3 26.9 14.4 150 FTG 2E PE -0.2 31 9.5 0.0 12.5 0.0 0.362 TL 3.99 PV Pipe: 15M -26.9 1.101 FL 4.08 PF 0.6 31 9.5 0.0 12.5 00 9.1 150 FTG 1.0 FE 0.0 32 9.5 0.0 13.1 0.0 0.118 TL 5.08 PV Pipe: 15N -26.8 0.874 FL 1.50 PF 2.1 21 9.0 8.0 11.2 26.8 14.3 150 FTG ET PE -0.2 32 9.5 0.0 13.1 0.0 0.360 TL 5.85 PV Pipe: 150 -53.7 1.101 FL 16.00 PF 7.2 32 9.5 0.0 13.1 0.0 18.1 150 FTG 1.0 PH 0.0 33 9.5 0.0 20.3 0.0 0.423 TL 17.00 PV Pipe: 152 -33.4 0.874 FL 1.50 PF 3.2 22 9.0 8.0 17.4 33.4 17.8 150 FTG ET PE -0.2 33 9.5 0.0 20.3 0.0 0.540 TL 5.85 PV Pipe: 150 -87.1 1.394 PL 4.67 PF 1.9 33 9.5 0.0 20.3 0.0 18.3 150 FTG 1.0 PE' 0.0 34 9.5 0.0 22.2 0.0 0.328 TL 5.67 PV Pipe: 15R -35.0 0.874 FL 1.12 PF 3.2 23 9.0 8.0 19.2 35.0 18.7 150 FTG ET FE -0.2 34 9.5 0.0 22.2 0.0 0.591 TL 5.47 PV Pipe: 15S -122.1 1.394 FL 3.75 PF 2.9 34 9.5 0.0 22.2 0.0 25.7 150 FTG 1.0 PH 0.0 35 95 0.0 25.1 0.0 0.613 TL 4.75 PV Pipe: 15T -38.2 0.874 FL 0.50 PF 2.5 24 9.0 8.0 22.8 38.2 20.4 150 FTG T FE -0.2 35 9.5 0.0 25.1 0.0 0.694 TL 3.61 PV Pipe: 15U -160.3 1.598 FL 2.00 PF 10.2 35 9.5 0.0 25.1 0.0 25.6 150 FTG ET PE 0.2 36 9.0 0.0 35.5 0.0 0.521 TL 19.48 PV Pipe: iSV -517.0 2.950 FL . 2.75 PF 15.5 36 9.0 0.0 35.5 0.0 24.3 150 FTG ET FE -0.2 7 9.5 0.0 50.8 0.0 0.230 TL 67.47 PV Pipe: 16 -517.0 2.950 PL 26.58 PF 10.1 7 9.5 0.0 50.8 0.0 24.3 150 FTG 17.6 PH 0.0 8 9.5 0.0 60.9 0.0 0.230 TL 44.18 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 12/12/2006\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 17 -517.0 2.950 FL 2.00 PF 5.4 8 9.5 0.0 60.9 0.0 24.3 150 FTG E PE 0.0 TOR 9.5 0.0 66.3 0.0 0.230 TL 23.57 PV Pipe: 18 -517.0 3.314 PL 11.50 PF 5.1 TOP. 9.5 0.0 66.3 0.0 19.2 120 FTG 2E PE 3.7 BOR 1.0 0.0 75.1 0.0 0.197 TL 25.70 PV Pipe: 19 -517.0 6.090 PL 84.00 PF 0.9 BOR 1.0 0.0 75.1 0.0 5.7 150 FTG 4L PE -0.4 BF1 2.0 0.0 75.6 0.0 0.007 TL 139.60 PV Pipe: 20 FIXED PRESSURE LOSS DEVICE SF2 2.0 0.0 80.6 0.0 5.0 psi, 517.0 gpm SF1' 2.0 o:o 75.6 0.0 Pipe: 21 -517.0 6.090 PL 14.34 PF 0.4 SF2 2.0 0.0 80.6 0.0 5.7 150 FTG T PE 0.9 UG 0.0 0.0 81.8 0.0 0.007 TL 60.54 PV Pipe: 22 -517.0 7.980 FL 15.71 PF 0.1 UG 0.0 0.0 81.8 0.0 3.3 150 FTG TG FE 0.0. 0G2 0.0 0.0 82.0 0.0 0.002 TL 71.41 PV Pipe: 23 -517.0 8.390 PL 36.17 PF 0.1 UG2 0.0 0.0 82.0 0.0 3.0 140 FTG ---- FE 0.0 UG3 0.0 0.0 82.0 0.0 0.002 TL 36.17 PV Pipe: 24 -517.0 9.790 PL 49.08 PF 0.1 UG3 0.0 0.0 82.0 0.0 2.2 150 FTG T PE 0.0 SOURCE 0.0 SRCE 82.1 (N/A) 0.001 TL 116.48 PV NOTES: Calculations were performed by the MASS 7.8 computer program under license no. 1608097110 granted by MRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 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 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 25.7 ft/sec at pipe 15S. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE.- 12/12/2006\DRAWINGS\APEx DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn (4) PIPE FITTINGS TABLE Pipe Table Name: DG.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 1.394 3.15 6.30 2.10 7.35 6.30 1.05 10.50 10.50 6.30 1.598 3.86 7.71 1.93 8.68 5.79 0.96 9.64 9.64 7.71 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 28.55 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 8.39.0 30.50 59.40 22.10 76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Ell Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE: G MATERIAL: DnaFL3 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) 5 T L C B G A D S Eli Tee LngE1l ChkVlv BfyViv GatVlv AlmChk DPVlv SEll 3.314 7.10 17.80 7.30 23.30 14.60 1.50 31.30 18.00 3.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 12/12/2006\DRAWINGS\APEX DRAWINGS\HAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn WATER SUPPLY ANALYSIS Static: 100.00 psi Resid: 95.00 psi Flow: 680.0 gpm 120.0 LEGEND 100.0 A 1 G A U 80.0 2 G E p 60.0 R E S S 40.0 U R S 20.0 1 Available pressure 95.82 psi 8 617.0 gpm 2 Required pressure 82.10 psi @ 617.0 gpm Sour.ce Supply Curve System Demand Curve p S -14.7 200300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 12/12/2006\DRAWINGS\APEX DRAWINGS\1-IAMPTON INN\FIRST FLOOR LOBBY.SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+ I \\\\\\\\\\\0\\\\ I * <-95.0 psi 8 680 gpm Flow Test Point 90+ 81+ x P72+ R H S I S 63+ U I R E I 54+ P I S I I 45+ 36+ 27+ 18+ LEGEND - It X = Required Water Supply I 82.10 psi 8 617.0 gpm 9+ 0 = Available Water Supply •" I 95.82 psi 8 617.0 gpm 0++_+___+____+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:4 FOR HAMPTON INN CARLSBAD THIRD FLOOR CORRIDOR FILE NUMBER: DATE: DEC 10, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: .10 gpm/a.s. AREA OF APPLICATION: 526 sq. ft. COVERAGE PER SPRINKLER: 256 SQ. FT. MAX NUMBER OF SPRINKLERS CALCULATED: 7 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 198.9 gpm TOTAL WATER REQUIRED (including hose): 298.9 gpm FLOW AND PRESSURE (0 BOR): 198.9 gpm 8 69.5 psi SPRINKLER ORIFICE SIZE: K8.0 SAFETY: 23.72 PSI DESIGNED BY: ZB AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/10/2006AWINGS\ApEx DRAWINGS\HAMPTON INN\THIRD FLOOR CORRIDOR.SDF JOB TITLE: Hampton -Inn WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 100.0 95.0 680.0 98.9 298.9 75.2 Available pressure is 23.7 psi (32%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 298.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 198.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 28.0 - - - - 12.5 302 28.0 - - - - 12.5 303 28.0 K= 8.00 11.8 27.5 304 28.0 K= 8.00 10.6 26.0 305 28.0 K= 8.00 11.5 27.1 306 28.0 K= 8.00 11.2' 26.8 307 28.0. K= 8.00 12.3 28.0 308 28.0 K 8.00 . 13.5 29.4 309 28.0 K= 8.00 18.1 34.1 310 28.0 - - - - 12.5 311 28.0 ---- 12.4 312 28.0 .- - - - 12.5 - - - 313 . 28.0 - - - - 12.8 314 28.0 - - - - 12.6 - - - 315 28.0 - - - - 13.8 - - - 316 28.0 - - - - 13.6 - - - 317 .28.0 - .- - - 15.0 - - - 318 28.0 - - - - . 15.2 - - - 319 28.0 - - - - 16.7 - - 320 28.0 - - - - 20.1 321 28.0 - - - - 52.6 322 28.0 - - - - 53.8 - - - 323 9.5 - - - - 62.6 - - - 8 . 9.5 . - - - - 64.0 - - TOR 9.5 - - .- - . 64.9 - - - BOR 1.0 . - - - - 69.5 BF1 2.0, - - - - 69.2 - - - BF2 2.0 - -.-- 74.2 UG 0.0 - - - - 75.1 UG2 0.0' - - - - 75.2 UG3 . 0.0 - - - - 75.2 - - SOURCE 0.0 SOURCE ' 75.2 198.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/10/2006AWINGS\ApEX DRAWINGS\HAMPTON INN\THIRD FLOOR CORRIDOR.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 5.50 PF 0.0 301 28.0 0.0 12.5 0.0 0.0 150 FTG 1.0 PE 0.0 310 28.0 0.0 12.5 0.0 0.000 TL 6.50 PV Pipe: 2 0.0 1.101 FL 2.50 PF 0.0 302 28.0 0.0 12.5 0.0 0.0 150 FTG T PE 0.0 310 28.0 0.0 12.5 0.0 0.000 TL 12.06 PV Pipe: 3 0.0 1.101 PL 4.75 PF 0.0 310 28.0 0.0 12.5 0.0 0.0 150 FTG T FE 0.0 312 28.0 0.0 12.5 0.0 0.000 TL 14.31 PV Pipe: 4 •-27.5 1.101 FL 1.50 PF 0.7 303 28.0 8.0 11.8 27.5 9.3 150 FTG E PS 0.0 311 28.0 0.0 12.4 0.0 0.122 TL 5.33 PV Pipe: 5 -27.5 2.003 FL 7.34 PF 0.1 311 28.0 0.0 12.4 0.0 2.8 150 FTG 1.0 FE 0.0 312 28.0 0.0 12.5 0.0 0.007 TL 8.34 PV Pipe: 6 . -26.0 1.101 FL 4.17 PF 1.9 304 28.0 8.0 10:6 26.0 8.8 .150 FTG ET PE 0.0 312 28.0 0.0 12.5 0.0 0.111 TL 17.56 PV Pipe: 7 . -53.5 2.003 FL 12.6,7 PF 0.3 312 28.0 0.0 12.5 0.0 5.4 150 FTG 2.0 FE 0.0 313 28.0 0.0 12.8 0.0 0.023 TL 14.67. PV Pipe: 8 -27.1 1.101 FL 1.50 PF 1.3 305 28.0 8.0 11.5 27.1 9.1 150 FTG T FE 0.0 313 28.0 0.0 12.8 0.0 0.120 TL .11.06 PV Pipe:9 . -80.6 2.003 FL 17.75 PF i.0 313 28.0 0.0 12.8 0.0 8.2 150 FTG 3.0 FE 0.0 315 28.0 0.0 13.8 0.0 0.049 TL 20.75 PV Pipe: 10' -26.8 1.101 FL 1.75 PF 1.3 306 28.0 8.0 11.2 26.8 9.0 150 FTG T FE 0.0 314 . 28.0 0.0 12.6 0.0 0.117 TL' 11.31 PV Pipe: 11 . -26.8 1.101 FL 1.50 PF 1.3 314 28.0 0.0 12.6 0.0 9.0 150 FTG T FE 0.0 315 28.0 0.0 ' 13.8 0.0 0.117 TL 11.06 PV Pipe: 12 . -107.4 2.003 FL 13.00 PF 1.2 315 28.0 0.0 13.8 ' 0.0 10.9 150 FTG 1.0 FE 0.0'' 317 28.0 0.0 15.0 0.0 0.083 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/10/2006AWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR CORRIDOR.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) .. SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -28.0 1.101 FL 0.75 PF 1.3 307 28.0 8.0 12.3 28.0 9.5 150 FTG T . FE 0.0 316 28.0 0.0 13.6 0.0 0.127 TL 10.31 PV Pipe: 14 -28.0 1.101 PL 1.50 PF 1.4 316 28.0 0.0 13.6 0.0 9.5 150 FTG T, PE 0.0 317 28.0 0.0 15.0 0.0 0.127 TL 11.06 PV Pipe: 15 -135.5 2.003 PL 12.50 PF 1.7 317 28.0 0.0 15.0 0.0 13.8 150 FTG 1.0 PE 0.0 319 28.0 0.0 16.7 0.0 0.127 TL 13.50 PV Pipe: 16 . -29.4 1.101 FL 2.75 PF 1.7 308 28.0 8.0 13.5 29.4 9:9 150 FTG T FE 0.0 318 28.0 0.0 15.2 0.0 0.139 TL 12.31 PV Pipe: 17 -29.4 1.101 FL 1.50 PF 1.5 318 28.0 0.0 15.2 0.0 . 9.9 150 FTG T FE 0.0 319 28.0 0.0 16.7. 0.0 0.139 TL 11.06 PV Pipe: 18 -164.8 2.003 FL 16.75 PF 3.4 319 28.0 0.0 16.7 0.0 16.8 150 FTG 2.0 FE 0.0 320 28.0 0.0 20.1 0.0 0.183 TL 18.75 PV Pipe: 19 -34.1 1.101 PL . 1.50 FE' 2.0 309 28.0 8.0 18.1 34.1 11.5 150 FTG T FE 0.0 320 28.0 0.0 20.1 0.0 0.182 TL 11.06 PV Pipe: 20 -198.9 2.003 FL 104.71 PF 32.4 320 28.0 0.0 20.1 0.0 20.3 150 FTG 20.6 FE 0.0 321 28.0 0.0 52.6 0.0 0.259 TL 125.31 pv Pipe: 21 . -198.9 2.950 FL 27.29 FE' 1.3 321 28.0 0.0 52.6 0.0 9.3 . 150 FTG 5.3 PE 0.0 322 28.0 0.0 53.8 0.0 0.039 TL 32.59 PV Pipe: 22 -198.9 2.950 FL 18.50 PF 0.7 322 28.0 0.0 53.8 0.0 9.3 150 FTG ---- FE 8.0 323 9.5 0.0 62.6 0.0 0.039 TL 18.5.0 PV Pipe: 23 -198.9 2.950 FL 31.25 PF 1.4 323 9.5 0.0 62.6 0.0 9.3 150 FTG 5.3 PE 0.0 8 9.5 0.0 64.0 0.0 0.039 TL 36.55 PV Pipe: 24 -198.9 2.950 FL 2.00 PF 0.9 8 9.5 0.0 64.0 0.0 9.3 150 FTG E, FE 0.0 TOR . 9.5 0.0 64.9 0.0 0.039 TL 23.57 PV Pipe: 25 -198.9 3.314 FL 11.50 PF 0.9 TOR 9.5 0.0 64.9 0.0 7.4 120 FTG 2E FE . 3.7 BOR 1.0 0.0 69.5 0.0 0.034 TL 25.70 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/10/2006AWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR CORRIDOR.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -198.9 6.090 PL 84.00 PF 0.2 BOR 1.0 0.0 69.5 0.0 2.2 150 FTG 4L PE -0.4 BF1 2.0 0.0 69.2 0.0 0.001 TL 139.60 PV Pipe: 27 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 74.2 0.0 5.0 psi, 198.9 gpm SF1 2.0 0.0 69.2 0.0 Pipe: 28 -198.9 6.090 FL 14.34 PF 0.1 SF2 2.0 0.0 74.2 0.0 2.2 150 FTG T FE 0.9 UG 0.0 0.0 75.1 0.0 0.001 TL 60.54 PV Pipe: 29 -198.9 7.980 FL 15.71 PF 0.0 UG 0.0 0.0 75.1 0.0 1.3 150 FTG TG FE 0.0 UG2 0.0 0.0 75.2 0.0 0.000 TL 71.41 PV Pipe: 30 -198.9 8.390 FL 36.17 PF 0.0 UG2 0.0 0.0 75.2 0.0 1.2 140 FTG ---- FE 0.0 UG3 0.0 0.0 75.2 0.0 0.000 TL 36.17 FV Pipe: 31 -198.9 9.790 FL 49.08 PF 0.0 UG3 0.0 0.0 75.2 0.0 0.8 150 FTG T FE 0.0 SOURCE 0.0 SRCE 75.2'(N/A) 0.000 TL 116.48 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 1608097110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 20.3 ft/sec at pipe 20. PIPE FITTINGS TABLE Pipe Table Name: DG.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/10/2006AWINGS\ApEX DRAWINGS\HAMPTON INN\THIRD FLOOR CORRIDOR.SDF JOB TITLE: Hampton Inn PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyVlv GatVlv AlmChk DPVlv NPTee 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12:66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 28.55 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 8.390 30.50 59.40 22.10 76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) H T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE: G MATERIAL: DnaFL3 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngEll ChkViv BfyViv GatVlv AlmChk DPViv SEll 3.314 7.10 17.80 7.30 23.30 14.60 1.50 31.30 18.00 3.50 WATER SUPPLY ANALYSIS Static: 100.00 psi-Resid: 95.00 psi Flow: 680.0 gpm LEGEND 1 Available pressure 98.91 psi @ 298.9 gpm 2 Required pressure 75.19 psi @ 298.9 gpm A. Source Supply Curve S. System Demand Curve 120.0 100.0 A 1 G A U G E 80.0 2 P R E 60.0 S U R E 40.0 p S 1 20.0 0.0 B —14.7 200 300 400 500 600 700 800 •0I 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/10/2006AWINGS\APEX DRAWINGS\HA11PTON INN\THIRD FLOOR CORRIDOR. SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+. I \\\\\\\\\\\\\\\\ I * <-95.0 psi 0 680 gpm Flow Test Point 90+ 81+ x P 72+ RI E I S I S 63+ UI RI E 54+ P1 S I I 45+ 36+ 27+ 18+ LEGEND I X = Required Water Supply I 75.19 psi 0 298.9 gpm 9+ I 0 = Available Water Supply " I 98.91 psi 0 298.9 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+. 200 300 400 500 600 700 800 900 1000 FLOW (GPM) APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:5 FOR HAMPTON INN C.RLSBAD THIRD FLOOR KING SUITE FILE NUMBER: DATE: DEC 10, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER ORIFICE SIZE: SAFETY: DESIGNED BY: RESIDENTIAL .10 gpm/a.s. 400 sq. ft. 161 X20' MAX 4 sprinklers 144.9 gpm 244.9 gpm 144.9 gpm 0 80.1 psi K=5.6, 4.9 & 8.0 13.56 PSI ZB AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 100.0 95.0 680.0 99.2 244.9 85.7 Available pressure is 13.6 psi (16%) greater than required pressure.. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 244.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 144.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 28.0 K= 5.60 26.8 29.0 302 28.0 K= 4.90 27.3 25.6 303 28.0 K= 8.00 33.5 46.3 304 28.0 K= 8.00 30.2 44.0 305 28.0 37.5 306 28.0 - - - - 40.4 307 28.0 - - - - 42.5 - - 308 28.0 - - - - 44.4 - - - 309 28.0 - - - 47.1 - - - 310 28.0 - - - - 29.1 - - - 311 28.0 - - - - 35.2 312 28.0 - - - - 35.3 - - - 313 28.0 - - - - 37.5 - - - 314 28.0 - - - - 40.4 - - - 315 28.0 316 28.0 - - - - 42.5 - - - 317 28.0 - - - - 42.5 - - - 318 28.0 - - - - . 44.4 - - - 319 28.0 - - - - 44.4 - - - 320 28.0 - - - - 47.1 - - - 321 28.0 - - - - 65.1 - - - 322 28.0 - - - - .65.8 323 9.5 - - - - 74.7 - - - 9.5 - - - - . 75.4 - - - TOR 9.5 - - - - 75.9 - - BOR 1.0 - - - - 80.1 BF1 2.0 - - - - 79.8 BF2 2.0 - - - - 84.8 - - - UG 0.0 - - - - . 85.7 UG2 0.0 ---- 85.7 UG3 . 0.0 - - - - 85.7 - - - SOURCE 0.0 SOURCE 85.7 144.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMFTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -29.0 0.874 PL 5.50 PF 2.3 301 28.0 5.6 26.8 29.0 15.5 150 FTG ---- FE 0.0 310 28.0 0.0 29.1 0.0 0.416 TL 5.50 ?V Pipe: 2 -25.6 0.874 FL 2.50 PF 1.9 302 28.0 4.9 27.3 25.6 13.7 150 FTG T PS 0.0 310 28.0 0.0 29.1 0.0 0.330 TL 5.61 PV Pipe: 3 -54.6 1.101 FL 4.75 PF 6.2 310 28.0 0.0 29.1 0.0 18.4 150 FTG T. FE 0.0 312 28.0. 0.0 35.3 0.0 0.436 TL 14.31 PV Pipe: 4 -46.3 1.101 FL 1.50 PF 1.7 303 28.0 8.0 33.5 46.3 15.6 150 FTG E FE 0.0 311 28.0 0.0 35.2 0.0 0.321 TL 5.33 PV Pipe: 5 -46.3 2.003 FL 7.34 PF 0.1 311 28.0 0.0 35.2 0.0 4.7 150 FTG 1.0 FE 0.0 312 28.0 0.0 35.3 0.0 0.017 TL 8.34 PV Pipe: 6 -44.0 1.101 FL 4.17 PF 5.1 304 28.0 8.0 30.2 44.0 14.8 150 FTG ET FE 0.0 312 28.0 0.0 35.3 0.0 0.292 TL 17.56 PV Pipe: 7 -144.9 2.003 FL 12.67 PF 2.1 312 28.0 0.0 35.3 0.0 14.7 150 FTG 2.0 PE 0.0 313 28.0 0.0 37.5 0.0 0.144 TL 14.67 PV Pipe: 8 0.0 1.101 FL 1.50 PF 0.0 305 28.0 0.0 37.5 0.0 0.0 150 FTG T FE . 0.0 313 28.0 0.0 37.5 0.0 0.000.TL 11.06 PV Pipe: 9 -144.9 2.003 FL 17.75 PF 3.0 313 28.0 0.0 37.5 0.0 14.7 1.50 FTG 3.0 FE 0.0 315 28.0 0.0 40.4 0..0 0.144 TL 20.75 PV Pipe: 10 0.0 1.101 FL 1.75 PF 0.0 306 28.0 0.0 40.4 0.0 0.0 150 FTG T FE 0.0 314 28.0 0.0 40.4 0.0 0.000 TL 11.31 PV Pipe: 11 0.0 1.101 FL 1.50 PF 0.0 314 28.0 0.0 40.4 0.0 0.0 150 FTG T FE 0.0 315 28.0 0.0 40.4 0.0 0.000 TL 11.06 PV Pipe: 12 -144.9 2.003 FL 13.00 PF 2.0 315 28.0 0.0 40.4 0.0 14.7 150 FTG 1.0 FE 0.0 317 28.0 0.0 42.5 0.0 . 0.144 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 00 1.101 PL 0.75 PF 0.0 307 28.0 0.0 42.5 0.0 0.0 150 FTG T PE 0.0 316 28.0 0.0 42.5 0.0 0.000 TL 10.31 PV Pipe: 14 0.0 1.101 FL 1.50 PF. 0.0 316 28.0 0.0 42.5 0.0 0.0 150 FTG T FE 0.0 317 28.0 0.0 42.5 0.0 0.000 TL 11.06 PV Pipe: 15 -144.9 2.003 PL 12.50 PF 1.9 317 28.0 0.0 42.5 0.0 14.7 150 FTG 1.0 FE 0.0 319 28.0 0.0 44.4 0.0 0.144 TL 13.50 PV Pipe: 16 0.0 1.101 PL 2.75 PF 0.0 - 308 28.0 0.0 44.4 0.0 0.0 150 FTG T PE 0.0 318 28.0 0.0 44.4 0.0 0.000 TL 12.31 PV Pipe: 17 0.0 1.101 FL 1.50 PF 0.0 318 28.0 0.0 44.4 0.0 0.0 150 FTG T PE 0.0 319 28.0 0.0 44.4 0.0 0.000 TL 11.06 PV Pipe: 18 -144.9 2.003 PL 16.75 PF 2.7 319 28.0 0.0 44.4 0.0 14.7 150 FTG 2.0 PE 0.0 320 28.0 0.0 47.1 0.0 0.144 TL 18.75 PV Pipe: 19 0.0 1.101 PL 1.50 PF 0.0 309 28.0 0.0 47.1 0.0 0.0 150 FTG T FE 0.0 320 28.0 0.0 47.1 0.0 0.000 TL 11.06 PV Pipe: 20 -144.9 2.003 FL 104.71 PF 18.0 320 28.0 0.0 47.1 0.0 14.7 150 FTG 20.6 FE 0.0 321 28.0 0.0 65.1 0.0 0.144 TL 125.31 PV Pipe: 21 -144.9 2.950 FL 27.29 PF 0.7 321 28.0 0.0 65.1 0.0 6.8 150 FTG 5.3 FE 0.0 322 28.0 0.0 65.8 0.0 0.022 TL 32.59 PV Pipe: 22 -144.9 2.950 FL 18.50 FE' 0.9 322 28.0 0.0 65.8 0.0 6.8 150 FTG E FE 8.0 323 9.5 0.0 74.7 0.0 0.022 TL 40.07 PV Pipe: 23 -144.9 2.950 FL 31.25 PF 0.7 323 9.5 0.0 74.7 0.0 6.8 150 FTG 1.0 FE 0.0 8 9.5 0.0 75.4 0.0 0.022 TL 32.25 PV Pipe: 24 -144.9 2.950 PL 2.00 PF 0.5 8 9.5 0.0 75.4 0.0 6.8 150 FTG E FE 0.0 TOR 9.5 0.0 75.9 0.0 0.022 TL 23.57 PV Pipe: 25 -144.9 3.314 FL 11.50 PF 0.5 TOR 9.5 0.0 75.9 0.0 5.4 120 FTG 2E FE 3.7 BOR 1.0 0.0 80.1 0.0 0.019 TL 25.70 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUE. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -144.9 6.090 FL 84.00 PF 0.1 BOR 1.0 0.0 80.1 0.0 1.6 150 FTG 4L FE -0.4 BF1 2.0 0.0 79.8 0.0 0.001 TL 139.60 PV Pipe: 27 FIXED PRESSURE LOSS DEVICE BF2 2.0 0.0 84.8 0.0 5.0 psi, 144.9 gpm BF1 2.0 0.0 79.8 0.0 Pipe: 28 -144.9 6.090 PL 14.34 PF 0.0 BF2 2.0 0.0 84.8 0.0 1.6 150 FTG T PH 0.9 UG 0.0 0.0 85.7 0.0 0.001 TL 60.54 PV Pipe: 29 -144.9 7.980 FL 15.71 PF 0.0 UG 0.0 0.0 85.7 0.0 0.9 150 FTG TG FE 0.0 UG2 0.0 0.0 85.7 0.0 0.000 TL 71.41 PV Pipe: 30 -144.9 8.390 FL 36.17 PF 0.0 UG2 0.0 0.0 85.7 0.0 0.8 140 FTG ---- FE 0.0 UG3 0.0 0.0 85.7 0.0 0.000 TL 36.17 PV Pipe: 31 . -144.9 9.790 PL 49.08 PF 0.0 UG3 0.0 0.0 85.7 0.0 0.6 150 FTG T FE 0.0 SOURCE 0.0 SRCE 85.7 (N/A) 0.000 TL 116.48 PV NOTES: Calculations were performed by the MASS 7.8 computer program under license no. 1608097110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.078 gpm. Total -pressure at each node is used in balancing the system; Maximum water velocity is 18.4 ft/sec at pipe 3. PIPE FITTINGS TABLE Pipe Table Name: DG.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 01.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 .9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 28.55 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli TeeLNGELL CKVA BTRFLY GATE SEll 0 8.390 30.50 59.40 22.10 76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) H T L C B G A D . S Eli Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE: G MATERIAL: DnaFL3 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) H T L C B G A D S Ell The LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv SEll 3.314 7.10 17.80 7.30 23.30 14.60 1.50 31.30 18.00 3.50 C-1 t) WATER SUPPLY ANALYSIS ka Static: 100.00 psi Resid: 95.00 psi Flow: 680.0 gpm 1-3 120.0 t-. l'J LEGEND Available pressure 1 99.24 psi 8 244.9 gpm Required pressure - 2 85.68 psi @ 244.9 gpm a C1 Source Supply Curve 100.0 j System Demand Curve U A G A U 2 cn G lTj E 80.0 P 1-4 E 60.0- . 40.0 XCI) p S U i 0 0 20.0 I-1 z WLQ ci(D -1 B 0.0 —14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+ 99*\\\\0\\\\\\\\\\ I \\\\\\\\\\\\\\\\ I. * <-95.0 psi 8 680 gpm, I Flow Test Point 90+ 81+ P72+ RI El SI S 63+ UI RI El 54+ P I SI I 45+ 36+ 27+ 18+ LEGEND I X = Required Water Supply I 85.68 psi 8 244.9 gpm 9+ I 0 = Available!Water Supply " I 99.24 psi 8 244.9 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) APEX FIRE PROTECTION 2155 Verdugo Blvd., #220 Montrose, CA 91020 LIC. NO. 830028 C16 PHONE (818)266-9151 HYDRAULIC CALCULATION #:5 FOR HAMPTON INN CARLSBAD THIRD FLOOR KING SUITE FILE NUMBER: DATE: DEC 10, 2006 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose) FLOW AND PRESSURE (@ BOR) SPRINKLER ORIFICE SIZE: SAFETY: DESIGNED BY: RESIDENTIAL .10 gpm/a.s. 400 sq. ft. 16 1 X20' MAX 4 sprinklers 144.9 gpm 244.9 gpm 144.9 gpm 8 80.1 psi K5.6, 4.9 & 8.0 13.56 PSI ZB AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 12/10/2006;\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn 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) SOURCE 100.0 95.0 680.0 99.2 244.9 85.7 Available pressure is 13.6 psi (16%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL'FLOW AT SOURCE 244.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 144.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 28.0 K= 5.60 26.8 29.0 302 28.0 K= 4.90 27.3 25.6 303 28.0 K= 8.00 33.5 46.3 304 28.0 K= 8.00 30.2 44.0 305 280 37.5 306 28.0 ' 40.4 307 28.0 - - - 42.5 - - 308 28.0 - - - - 44.4 - - - 309 28.0 - - - - 47.1 - - - 310 28.0 - - - 29.1 P311 28.0 - - - - 35.2 312 28.0 - - - - 35.3 - - 313 28.0 - - - - 37.5 - - - 314 28.0 - - - - 40.4 - - - 315 28.0 - - - .40.4 - - - 316 28.0 - - - - ' 42.5 - - - 317 28.0 - - - - 42.5 - - - 318 28.0 - - - - 44.4 - - - 319 28.0 - - - - 44.4 320 28.0 - - - - 47.1 - - - 321 28.0 - - - - 65.1 - - - 322 28.0 - - - - 65.8 - - - 323 9.5 - - - - 74.7 - - - 8 9.5 - - - - 75.4 - - - TOR 9.5 - - - - 75.9 - - - BOR 1.0 - - - - 80.1 BF1 2.0 - - - - 79.8 - - - BF2 2.0 - - - - 84.8 - - - UG 0.0 - - - - 85.7 - - - UG2 0.0 - - - - 85.7 - - UG3 0.0 - - - - 85.7 - - - SOURCE 0.0 SOURCE 85.7 144.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 12/10/2006: \DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -29.0 0.874 PL 5.50 PF 2.3 301 28.0 5.6 26.8 29.0 15.5 150 FTG ---- FE 0.0 310 28.0 0.0 29.1 0.0 0.416 TL 5.50 PV Pipe: 2 -25.6 0.874 FL 2.50 PF 1.9 302 28.0 49 27.3 25.6 13.7 150 FTG T FE 0.0 310 28.0 0.0 29.1 0.0 0.330 TL 5.61 PV Pipe: 3 -54.6 1.101 FL 4.75 PF 6.2 310 28.0 0.0 29.1 0.0 18.4 150 FTG T FE 0.0 312 28.0 0.0 35.3 0.0 0.436 TL 14.31 PV Pipe: 4 -46.3 1.101 PL 1.50 PF 1.7 303 28.0 8.0 33.5 46.3 15.6 150 FTG E FE 0.0 311 28.0 0.0 35.2 0.0 0.321 TL 5.33 pv Pipe: 5 -46.3 2.003 FL 7.34 PF 0.1 311 28.0 0.0 35.2 0.0 4.7 150 FTG 1.0 FE 0.0 312 28.0 0.0 35.3 0.0 0.017 TL 8.34 PV Pipe: 6 -44.0 1.101 FL 4.17 PF 5.1 304 28.0 8.0 30.2 44.0 14.8 150 FTG ET FE 0.0 312 28.0 0.0 35.3 0.0 0.292 TL 17.56 PV Pipe: 7 -144.9 2.003 FL 12.67 PF 2.1 312 28.0 0.0 35.3 0.0 14.7 150 FTG 2.0 FE 0.0 313 28.0 0.0 37.5 0.0 0.144 TL 14.67 PV Pipe: 8 . 0.0 1.101 FL 1.50 PF 0.0 305 28.0 0.0 37.5 0.0 0.0 150 FTG T FE 0.0 313 28.0 0.0 37.5 0.0 0.000 TL 11.06 LW Pipe: 9 -144.9 2.003 FL 17.75 PF 3.0 313 . 28.0 0.0 37.5 0.0 14.7 150 FTG 3.0 FE 0.0 315 28.0 0.0 40.4 0.0 0.144 TL 20.75 Fv Pipe: 10 0.0 1.101 PL 1.75 PF 0.0 306 28.0 0.0 40.4 0.0 0.0 150 FTG T FE 0.0 314 28.0 0.0 40.4 0.0 0.000 TL 11.31 PV Pipe: 11 0.0 1.101 FL 1.50 PF 0.0 314 28.0 0.0 40.4 0.0 0.0 150 FTG T FE 0.0 315 28.0 0.0 40.4 0.0 0.000 TL 11.06 PV Pipe: 12 -144.9 2.003 PL 13.00 PP 2.0 315 28.0 0.0 40.4 0.0 14.7 150 FTG 1.0 PE 0.0 317 28.0 0.0 42.5 0.0 0.144 TL . 14.00 ?V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 12/10/2006 :\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.01 FL 0.75 PF 0.0 307 28.0 0.0 42.5 0.0 0.0 .50 FTG T FE 0.0 316 28.0 0.0 42.5 0.0 0.000 TL 10.31 PV Pipe: 14 0.0 1.101 FL 1.50 PF 0.0 316 28.0 0.0 42.5 0.0 0.0 150 FTG T FE 0.0 317 28.0 0.0 42.5 0.0 0.000 TL 11.06 PV Pipe: 15 -144.9 2.003 FL 12.50 PF 1.9 317 28.0 0.0 42.5 0.0 14.7 150 FTG 1.0 FE 0.0 319 28.0 0.0 44.4 0.0 0.144 TL 13.50 PV Pipe: 16 0.0 1.101 FL 2.75 PF 0.0 - 308 28.0 0.0 44.4 0.0 0.0 150 FTG T FE 0.0 318 28.0 0.0 44.4 0.0 0.000 TL 12.31 PV Pipe: 17 0.0 1.101 FL 1.50 PF 0.0 318 28.0 0.0 44.4 0.0 0.0 150 FTG T FE 0.0 319 28.0 0.0 44.4 0.0 0.000 TL 11.06 PV Pipe: 18 -144.9 2.003 FL 16.75 PF 2.7 319 28.0 0.0 44.4 0.0 14.7 150 FTG 2.0 FE 0.0 320 28.0 0.0 47.1 0.0 0.144 TL 18.75 PV Pipe: 19 0.0 1.101 FL 1.50 FE' 0.0 309 28.0 0.0 47.1 0.0 0.0 150 FTG T FE 0.0 320 28.0 0.0 47.1 0.0 0.000 TL 11.06 PV Pipe: 20 -144.9 2.003 PL 104.71 FE' 18.0 320 28.0 0.0 47.1 0.0 14.7 150 FTG 20.6 FE 0.0 321 28.0 0.0 65.1 0.0 0.144 TL 125.31 PV Pipe: 21 -144.9 2.950 PL 27.29 FE' 0.7 321 28.0 0.0 65.1 0.0 6.8 150 FTG 5.3 PE 0.0 322 28.0 0.0 65.8 0.0 0.022 TL 32.59 PV Pipe: 22 -144.9 2.950 FL 18.50 FE' 0.9 322 28.0 0.0 65.8 0.0 6.8 150 FTG E FE 8.0 323 9.5 0.0 74.7 0.0 0.022 TL 40.07 PV Pipe: 23 -144.9 2.950 FL 31.25 PF 0.7 323 9.5 0.0 74.7 0.0 6.8 150 FTG 1.0 FE 0.0 8 9.5 0.0 75.4 0.0 0.022 TL 32.25 PV Pipe: 24 -144.9 2.950 FL 2.00 PF 0.5 8 9.5 0.0 75.4 0.0 6.8 150 FTG E FE 0.0 TOR 9.5 0.0 75.9 0.0 0.022 TL 23.57 PV Pipe: 25 -144.9 3.314 FL 11.50 PF 0.5 TOR 9.5 0.0 75.9 0.0 5.4 120 FTG 2E FE 3.7 BOR 1.0 0.0 80.1 0.0 0.019 TL 25.70 PV - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 12/10/2006:\DRAWINGS\APEX DRAINGS\HAfrPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -144.9 6.090 PL 84.00 PF 0.1 BOR 1.0 0.0 80.1 0.0 1.6 150 FTG 4L PE -0.4 BFI 2.0 0.0 79.8 0.0 0.001 TL 139.60 PV Pipe: 27 FIXED PRESSURE LOSS DEVICE SF2 2.0 0.0 84.8 0.0 5.0 psi, 144.9 gpm SF1 2.0 0.0 79.8 0.0 Pipe: 28 -144.9 6.090 PL 14.34 PF 0.0 SF2 2.0 0.0 84.8 0.0 1.6 150 FTG T PE 0.9 tJG 0.0 0.0 85.7 0.0 0.001 TL 60.54 PV Pipe: 29 -144.9 7.980 PL 15.71 PF 0.0 UG 0.0 0.0 85.7 0.0 0.9 150 FTC TG PE 0.0 UG2 0.0 0.0 85.7 0.0 0.000 TL 71.41 PV Pipe: 30 -144.9 8.390 PL 36.17 PF 0.0 UG2 0.0 0.0 85.7 0.0 0.8 140 FTG ---- PE 0.0 UG3 0.0 0.0 85.7 0.0 0.000 TL 36.17 PV Pipe: 31 -144.9 9.790 PL 49.08 PF 0.0 UG3 0.0 0.0 85.7 0.0 0.6 150 FTG T PE 0.0 SOURCE 0.0 SRCE 85.7 (N/A) 0.000 TL 116.48 PV NOTES: Calculations were performed by the HASS 7.8 computer program under license no. 1608097110 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.078 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.4 ft/sec at pipe 3. PIPE FITTINGS TABLE Pipe Table Name: DG.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HAMPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyVlv GatViv AlmChk DPViv NPTee 0.874 0.82 2.06 0.82 2.06 2.47 0.41 4.11 4.11 2.06 1.101 2.53 6.33 2.53 6.33 7.59 1.27 12.66 12.66 6.33 2.003 4.29 8.58 2.57 9.44 5.15 0.86 8.58 8.58 8.58 2.950 14.28 28.55 9.52 33.31 16.66 2.38 23.79 23.79 28.55 PAGE: D MATERIAL: DI HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 8.390 30.50 59.40 22.10 .76.30 20.40 6.80 0.00 0.00 15.30 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LNGELL CKVA BTRFLY GATE SEll 6.090 21.60 46.20 13.90 49.30 15.40 4.60 0.00 0.00 10.80 7.980 25.70 50.00 18.60 64.30 17.10 5.70 0.00 0.00 12.90 9.790 29.70 67.40 21.60 74.20 25.60 6.70 0.00 0.00 14.80 PAGE: G MATERIAL: DnaFL3 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D S Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv SEll 3.314 7.10 17.80 7.30 2330 14.60 1.50 31.30 18.00 3.50 WATER SUPPLY ANALYSIS Static: 100.00 psi Resid: 95.00 psi Flow: 680.0 gpm LEGEND Available pressure 99.24 psi 8 244.9 gpm D Required pressure 2 85.68 psi 8 244.9 gpm Source Supply Curve System Demand Curve ittI) ZI-1 t1 trj En 0 z$ z Z '< - cn Cf) S 2j 0 0 z 120.0 100.0 A G A U G B 80.0 P R B 60.0 S U R B 40.0 p S 1 20.0 0.0 B -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 12/10/2006:\DRAWINGS\APEX DRAWINGS\HANPTON INN\THIRD FLOOR KING.SDF JOB TITLE: Hampton Inn WATER SUPPLY CURVE 108+ 99*\\\\O\\\\\\\\\\ \\\\\\\\\\\\\\\\ * <-95.0 psi 0 680 gpm I Flow Test Point 90+ x 81+ P72+ R E I S S 63+ U R E 54+ P I S I I 45+ 36+ 27+ 18+ LEGEND X = Required Water Supply 85.68 psi 0 244.9 gpm 9+ 0 = Available Water Supply " I 99.24 psi 0 244.9 gpm +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) I .FfrC & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series TY-FRB - 2.8,42,5.6, and 8.0 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response - standard cover- age, decorative 3 mm glass bulb type spray sprinklers designed for use in light or-ordinary hazard, commercial occupancies such as banks, hotels, shopping malls, etc. The recessed version of the Series TY-FRB Pendent Sprinkler, where ap- plicable, is intended for use in areas with a finished ceiling. It uses either a two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Es- cutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a two-piece Style 20(1/2 inch NPT) or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjust- ment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pen- dent position. The adjustment pro- vided by the Recessed Escutcheon re- duces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. tamed when exposed to corrosive at- mospheres. Although corrosion resis- tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these coatings for any given corro- sive environment. The effects of ambi- ent temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level versions of the Series TY-FRB Pendent Sprinklers are detailed in Technical Data Sheet TFP356, and Sprinkler Guards are de- tailed in Technical Data Sheet TFP780 WARNINGS The Series TY-FRB Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Numbers TV1131 - Upright 2.8K, 1/2"NPT TY1231 - Pendent 2.8K, 1/2"NPT TY2131 - Upright 4.2K, 1/2"NPT TY2231 - Pendent 4.2K, 1/2"NPT TY3131 - Upright 5.6K, 1/2"NPT TY3231 - Pendent 5.6K, 1/2"NPT TY4131 - Upright 8.0K, 3/4'NPT TY4231 - Pendent 8.0K, 314NPT Page 1 of 10 APRIL, 2006 TFPI7I DEFLECTOR 7/16 1 (11,1 mm) I 1 NOMINAL I MAKE-IN 2-3/16 WRENCH (55,6 mm) FLATS 2-7/8 (73,0 mm) DIA. —1 1/2 NPT ** RECESSED PENDENT UPRIGHT CROSS SECTION 2 (57 SSP DEFLECTOR* PENDENT Page 2 of 10 TFPI7I ESCUTCHEON PLATE SEATING 1/2 SURFACE ** ,i 0r 7/16 (11,1 mm) STYLE 10 or 20 NOMINAL RECESSED SSU MAKE-IN ESCUTCHEON 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression 7 - Bushing orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1 131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT ESCUTCHEON PLATE SEATING SURFACE 1/2 ** NPT 7/16(11,1 mm) STYLE 10or20 NOMINAL RECESSED MAKE-IN ESCUTCHEON SSU * DEFLECTOR 2-3/16 (55,6 mm) VVHtNC FLATS 7/16 (11,1 mm) \JOMINAL MAKE-IN 2-3/16 (55,6 mm) 6* 5 4 2 3 SSP DEFLECTOR * H- 2-7/8 (73,0 mm) DIA. -H 1/2 NPT ** PENDENT RECESSED PENDENT UPRIGHT CROSS SECTION 1 - Frame 3 - sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFPI7I 2-3/16" (55,6 mm) ESCUTCHEON 7/16(11,1 mm) STYLE 10or20 PLATE SEATING ,,** NOMINAL RECESSED SURFACE 1/2 MAKE-IN ESCUTCHEON SSP DEFLECTOR* PENDENT 1 - Frame 3 - Sealing 2 - Button Assembly L jj FLATS J 2-7/8" (73,0 mm) DIA. RECESSED PENDENT 4 - Bulb 6 - Deflector 5 - Compression Screw Page 3 of 10 SSu * DEFLECTOR 6* (11,1 mm) OMINAL /16 2 MAKE-IN Z N 2-3 ____ (55,6 mm) 1/2' NPT** UPRIGHT CROSS SECTION * Temperature rating is indicated on deflector or adjacent to orifice seat on frame. **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5,6 K-FACTOR, 1/2 INCH NPT ESCUTCHEON 1/2" (12,7 mm) STYLE 30 or 40 PLATE SEATING ** NOMINAL RECESSED SURFACE NPT MAKE-IN ESCUTCHEON 2-5/16" (58,7 mm) (39,7 mm) L WRENCH FLATS SSP DEFLECTOR* 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT SSU* - DEFLECTOR IN J(S mm ) 3/4" NPT t UPRIGHT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw **Pipe thread connections per ISO 7/1 can be provided on special request. FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4 131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT Technical Data Approvals UL and C-UL Listed. FM, LPCB, and NYC Approved. (Refer to Table A and B for complete approval information including corro- sion resistant status.) Maximum Working Pressure Refer to Table C. Discharge Coefficient K = 2.8 GPM/psi112 (40,3 LPM/barl/2) K = 4.2 GPM/p5i1/2 (60,5 LPM/barl/2) K = 5.6 GPM/ps1112 (80,6 LPM/barl/2) K = 8.0 GPM/ps1112 (115,2 LPM/barl/2) Temperature Ratings Refer to Table A and B Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ............Bronze Button ........Brass/Copper Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb ...............Glass Compression Screw .....Bronze Deflector .......Copper/Bronze Bushing (K=2.8) ........Bronze Operation The glass Bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The Series TY-FRB Pendent and Up- right Sprinklers are intended for fire protection systems designed in ac- cordance with the standard installation rules recognized by the applicable Listing or Approval agency (e.g., UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Pre- vention Data Sheets ). Only the Style 10, 20, 30, or 40 Recessed Escutch- eon, as applicable, is to be used for recessed pendent installations. .4— Page 4 of 10 TFPI7I SPRINKLER FINISH (See Note 7) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME PLATED I WHITE IPOLYESTER 2.8 1/2 PENDENT (TY1231) and UPRIGHT (TY1131) 135°F/57°C Orange 1,2,3,5 155°F/68°0 Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue NPT RECESSED PENDENT (TY1231)* Figure 5 135°F/57°C Orange 1,2,5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY1231)** Figure 6 135°F/57°C Orange 155117/681C Red 175°F/79°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F/570C Orange 1,2 155°F/68°C Red 175°F/790C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TV2231)* Figure 7 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY2231)** Figure 8 1351F/570C Orange 155°F/68°C Red 175°F/790C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Re- sponse Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprin- klers. 5. Approved by the City of New York under MEA 354-01-E. 7. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprin- klers are UL and C-UL Listed as Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2 NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. - ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS 2.8 AND 4.2 K-FACTOR SPRINKLERS TFPI7I Page 50110 SPRINKLER FINISH (See Note 8) K TYPE TEMP. BULB LIQUID NATURAL BRASS I CHROME I PLATED IPOLYESTER WHITE*** LEAD COATED 5.6 1/2 PENDENT (TY3231) and UPRIGHT (TY3131) 135017/570C Orange 1,2,3,4,5,6,7 1,2,3,5 1550F/68°C Red 175°F/790C Yellow 200°F193°C Green 286°F1141°C Blue NPT RECESSED PENDENT (TY3231)* Figure 9 135°F/57°C Orange 1,2,4,5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY3231)** Figure 10 135"F/57°C Orange 1,2,3,4,5 1,2,4,5 N/A 1550F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 8.0 PENDENT (TY4231) and UPRIGHT (TY4131) 1350F/570C Orange 1, 2, 3, 4, 5, 6, 7 1,2,5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 2860F/1410C Blue 3/4" NPT RECESSED PENDENT (TY4231)* Figure 11 135°F/57°C Green 1,2,4,5 N/A 1550F/680C Orange 175°F/790C Red 200°F/93°C Yellow RECESSED PENDENT (TY4231)** Figure 12 1350F/570C Orange 1, 2, 3,4, 5 N/A 1551F/680C Red 175°F/79°C Yellow 200°17/93°C Green NOTES: Listed by Underwriters Laboratories, Inc. (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers; however, the LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details contact Tyco Fire & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377). Approved by the Loss PreveOtion Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Where Lead Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion Resistant Sprinklers. * Installed with Style 10 (1/2' NPT) or Style 40 (3/4 NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2 NPT) or Style 30 (3/4 NPT) 1/2 Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS 5.6 AND 8.0 K-FACTOR SPRINKLERS Page 6 of 10 TFPI7I SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD BRASS PLATED POLYESTER COATED PENDENT (TY3231) and 2.8 UPRIGHT (TY3131) 175 PSI (12,1 BAR) N/A 1/2 RECESSED PENDENT NPT (TY323) PENDENT (TY4231) and 4.2 UPRIGHT (TY4131) 175 PSI (12,1 BAR) N/A RECESSED PENDENT NPT (TY4231) PENDENT(TY3231) and 250 PSI (17,2 BAR) 175 PSI (12,1 BAR) 5.6 UPRIGHT (TY3131) OR 175 PSI (12,1 BAR) " 1/211 RECESSED PENDENT NPT (TY323) (SEE NOTE 1) N/A PENDENT (TY4231) and 175 PSI (12,1 BAR) 175 PSI (12,1 BAR) 8.0 UPRIGHT (TY4131) RECESSED PENDENT NPT (TY4231) N/A NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and , the Approval by the City of New York. TABLE C, MAXIMUM WORKING PRESSURE Installation The Series TY-FRB Sprinklers must be installed in accordance with the fol- lowing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 1350F1570C to 3/32 inch (2,4 mm) for the 2860F/1410C temperature ratings. A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft. lbs. (28,5 Nm) of torque may be used to install sprinklers with 1/2 NPT connections. A leak tight 3/4 inch NPT sprinkler joint should be ob- tained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maximum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers with 3/4 NPT con- nections. Higher levels of torque may distort the sprinkler inlet and cause leakage or impairment of the sprinkler. Do not attempt to make-up for insum- cient adjustment in the escutcheon plate by under- or over-tightening the sprinkler. Readjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Up- right Sprinklers must be installed in accordance with the following instruc- tions. Step 1. Pendent sprinklers are to be installed in the pendent position, and upright sprinklers are to be installed in the upright position. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 13). With reference to Figures 1, 2, 3, and 4, the W-Type 6 Sprinkler Wrench is to be applied to the sprinkler wrench flats. The Series TY-FRB Recessed Pen- dent Sprinklers must be installed in accordance with the following instruc- tions. Step A. After installing the Style 10. 20, 30, or 40 Mounting Plate, as appli- cable, over the sprinkler threads and with pipe thread sealant applied to the pipe threads,hand tighten the sprin- kler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 14). With reference to Figure 1, 2, 3, and 4, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. 5/8±1/4' (15,9±6,4 mm) 1/2±1/8 E (12,7±3,2 mm) FACE OF SPRINKLER FITTING FACE OF SPRINKLER FITTING 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4' DIA. 1/4'(6,4 mm) (57,2 mm) MOUNTING - 01 A= 2-7/8"DIA. (73,0 mm) I 3/4" (19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) MOUNTING - DI A1 TFPI7I - 2-7/8' DIA. 5/8±1/4" (73,0 mm) I 3/4"(19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4" (6,4 mm) FACE OF ' MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) A z SURFACE MOUNTING/ CLOSURE SERIES 1-5/16 ' (33,3 mm) TY-FRB 13/16" (20,6 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT Page 7 of 10 2-7/8' DIA. (73,0 mm) I 1/2'(12,7mm) r (12,7±3,2 mm) 2-1/4" DIA. 1/4' (6,4 mm) I I I FACE OF [572 mm) MOUNTING SPRINKLER PLATE I I FITTING 1/8° MOUNTING SURFACE , ,////" I t \ CLOSURE SERIES 1-5/16"(33,3mm)f TY-FRB 1-1/16" (27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT MOUNTING SURFACE CLOSURE R 1/8" (3,2 mm) 1-1/4" (31,8 mm) 3/4" (19,1 mm) MOUNTING SURFACE CLOSURE RES m) 1-1/4" (31,8 mm) 1"(25,4 mm) FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Care and Maintenance The Series TY-FRB Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTES Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection system must be obtained from the proper authorities and all personnel who maybe affected by this action must be notified. The owner must assure that the sprin- klers are not used for hanging of any objects; otherwise, non-operation in the event of a fire or inadvertent opera- tion may result. Absence of an escutcheon, which is used to cover a clearance hole, may delay the time to sprinkler operation in a fire situation. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random Page 8 of 10 - 2-7/8" DIA. 5/8±1/4" (73,0 mm) I 3/4"(19,1 mm) I (15,9±6,4 mm) _ 2-1/4" DIA. 1/4" (6,4 mm) FACE OF - ' MOUNTING SPRINKLER PLATE mm FITTING 1/8" (3,2 mm) MOUNTING SURFACE/ SERIES 1-1/4",(31,8 mm) CLOSURE TY-FRB 3/4' (19,1 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8' DIA. (73,0 mm) 3/4' (19,1 mm) 2-1/4" DIA 1/4" (6,4 mm) (57,2 mm) MOUNTING rL#U 1/8" 3,2 mm) 1-5/16" (33,3 mm)f 13/16" (20,6 mm) FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT TFPI7I 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2'(12,7mm) E (12,7±3,2mm) 2-1/4' DIA. I 1/4"(6,4mm) FACE OF (572mm) MOUNTING I SPRINKLER PLATE I FITTING 1/8" -j$ I (32mm) t \ t MOUNTING SURFACE SERIES 1-1/4"(31,8 mm) CLOSURE TYFRB 1" (25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2' (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4"(6,4 mm) T FACE OF (57,2 mm) PE MOUNTING SPRINKLER FITTING (22 mm t \ - MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TV-FRB 1-1/16" (27,0 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TY-FRB sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 13 W-TYPE 6 SPRINKLER WRENCH tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 14 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 9oflO P/N 57 - XXX - X - XXX I I I TEMPERATURE I MODEL/SIN I I RATING SPRINKLER _L...... ___________ 330 2.8K UPRIGHT (1/2NPT) TY1131 135 135017/570C 331 2.8K PENDENT (1/2NPT) TY1231 1 NATURAL BRASS 155 155°F/68°C 340 4.2K UPRIGHT (1/2NPT) TY2 131 4 WHITE POLYESTER 175 175°F/79°C 341 4.2K PENDENT (1/2NPT) TY2231 3 WHITE(RAL9010)* 200 200°F/930C 370 5.6K UPRIGHT (1/2NPT) TY3131 9 CHROME PLATED 286 286°F/141°C 371 5.6K PENDENT (1/2NPT) TY3231 7 LEAD COATED - 390 8.0K UPRIGHT (3/4NPT) TY4131 - 391 8.0K PENDENT (3/4'NPT) TY4231 * Eastern Hemisphere sales only. TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire .& Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. - In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foreaoina warranty is made in lieu of any and all other warranties. ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Refer to the Price List for complete listing of Part Num- bers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Re- cessed Escutcheon with (specify*) fin- ish, P/N (specify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 10 of 10 TFPI7I TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqC0 /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Series i(.:- _:.Jfq Extended Coverage (Light Hazard) Pendent and Recessed Pendent Sprinklerz r1irtj !!r#ir.idFT1r.J i The Series EC-8 Extended Coverage Pendent Sprinklers are decorative glass bulb sprinklers designed for use in light hazard occupancies. They are intended for use in automatic sprinkler systems designed in accordance with standard installation rules (e.g., NFPA 13) for a maximum coverage area of 400 ft2 (37,2 m2), as compared to the maximum coverage area of 225 ft2 (20,6 m2) for standard coverage sprin- klers used in light hazard occupancies. The recessed version of the EC-8, in- tended for use in areas with a finished ceiling, uses either the two-piece Style 30 or 40 Recessed Escutcheon. The Style 30 Recessed Escutcheon pro- vides up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent po- sition, whereas, the Style 40 provides 3/4 inch (19,1 mm) of vertical adjust- ment from the flush pendent position. The adjustment provided by the Re- cessed Escutcheons reduces the ac- curacy to which the fixed pipe drops to the sprinklers must be cut. Corrosion resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be ob- tained when exposed to corrosive at- mospheres. Although corrosion resis- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. tant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suitability of these corrosion resistant coatings for any given corrosive environment. The effects of ambient temperature, concentration, of chemicals, and gas/chemical velocity, should be con- sidered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. WARNINGS The Series EC-8 Extended Coverage Sprinklers described herein must be installed and maintained in compli- ance with this document, as well as with the applicable standards of the National Fire Protection Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the per- formance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Model/Sprinkler Identification Number TV4232 - Pendent, 8.01K 1Y4232 is a redesignation for C4232. Approvals UL and C-UL Listed. FM and NYC Ap- proved. (Refer to Table A for complete approval information including corro- sion resistant status. The approvals apply to the service conditions indi- cated in the Design Criteria section.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 3/4 inch NPT Discharge Coefficients K = 8.0 GPM/ps11/2 (115,2 LPM/barl/2) Page 1 of 6 JANUARY 2005 TFP223 Page 2 of 6 TFP223 Components: 3/4 ** ESCUTCHEON PLATE 1 - Frame NPT SEATING SURFACE Button Sealing Assembly —7 Bulb Compression Screw 3 (54,0 mm) Deflector* * 4 \I (12,7 mm) I! /16 Temperature rating is N indicated on Deflector. ________ MAKE-IN 36,5 (36,5mm) ** Pipe thread connections per ISO 7/1 can be provided 6* on special request. FIGURE 1 SERIES EC-8 (TY4232) EXTENDED COVERAGE PENDENT SPRINKLERS SPRINKLER FINISH (See Note 4) HAZARD TYPE TEMP. BULB NATURAL I CHROME I WHITE* LIQUID BRASS PLATED IPOLYESTER LIGHT PENDENT 135017/570C Orange 1,2,3,5 Refer to Table B for UL and C-UL 155317/680C Red REC. PENDENT 135017/570C Orange Sensitivity Rating and Refer to Table C for FM wl Style 30 Esc. 1, 2, 3, 5 155017/680C Red REC. PENDENT 135017/570C Orange Sensitivity Rating wi Style 40 Esc. 1, 2, 5 155017/680C Red NOTES: Listed by Underwriters Laboratories, Inc. (UL). Listed by Underwriters Laboratories, Inc. for use in Canada (C-UL). Approved by Factory Mutual Research Corporation (FM). Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion Resistant Sprinklers. Approved by the City of New York under MEA 113-04-E. *Frame and Deflector only. Listings and approvals apply to color (Special Order). - . TABLE LABORATORY LISTINGS AND APPROVALS (Refer to the Design Criteria Section) Temperature Ratings 1350F/570C and 155°F/680C Finish Sprinkler: Refer to Table A Recessed Escutcheon: White Coated, Chrome Plated, and Brass Plated Physical Characteristics Frame .............Bronze Button .............Bronze Sealing Assembly .......... Beryllium Nickel wlTeflont Bulb ........Glass (3 mm dia.) Compression Screw ......... ........Bronze Deflector ............Brass t Registered trademark of DuPont fJ.Iit lt!1J] The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The Series EC-8 Extended Coverage Pendent Sprinklers must only be in- stalled in accordance with the applica- ble UL and C-UL Listing or FM Ap- proval requirements as indicated below. Only the Style 30 or 40 Re- cessed Escutcheon is to be used for recessed installation, as applicable (Ref. Table A, B, and C). UL and C-UL Listing Requirements The Series EC-8 Sprinklers may be used for the coverage areas shown in Table D, based on maintaining the minimum specified flow rate as a function of coverage area and haz- ard group for all of the sprinklers in the design area. With respect to heat sensitivity, the Series EC-8 Sprinklers can be used with unobstructed construction con- sisting of flat, smooth ceilings (in- cluding bar joists) with a maximum pitch of one in six as defined and permitted by NFPA 13. The minimum allowable spacing be- Installation The Series EC-8 Sprinklers must be installed in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). A maxi- mum of 30 ft.lbs. (40,7 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment of an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. Step 1. The sprinkler must be installed with the deflector parallel to the mount- ing surface. Pendent sprinklers must be installed in the pendent position. Step 2. After installing the Style 30 or 40 mounting plate (or other escutch- eon, as applicable) over the sprinkler pipe threads, and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Wrench tighten pendent sprin- klers using only the W-Type 3 (End A) Sprinkler Wrench. Wrench tighten the recessed pendent sprinklers using only the W-Type 4 Sprinkler Wrench. The wrench recess of the applicable sprinkler wrench (Ref. Figure 4 and 5) is to be applied to the sprinkler wrench flats (Ref. Figure 1). TFP223 135°F 155°F AREA STYLE 16x16 Pendent OR OR 16x 16 Style 30 Recessed OR OR 16 x 16 Style 40 Recessed OR OR 18x18 Pendent OR OR 18 x 18 Style 30 Recessed OR SR 18x 18 Style 40 Recessed OR SR 20 x 20 Pendent OR SR 20 x 20 Style 30 Recessed OR SR 20 x 20 Style 40 Recessed SR SR OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE B SENSITIVITY RATING FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS 135°F 155°F AREA STYLE 16x16 Pendent OR OR 16 x 16 Style 30 Recessed OR N/A 16x 16 Style 40 Recessed N/A N/A 18x18 Pendent - OR OR 18x 18 Style 30 Recessed OR N/A 18 x 18 Style 30 Recessed N/A N/A 20 x 20 Pendent OR OR 20 x 20 Style 30 Recessed OR N/A 20 x 20 Style 40 Recessed N/A N/A OR: Quick Response SR: Standard Response N/A: Not Applicable TABLE C SENSITIVITY RATING FOR FM APPROVAL OF SERIES EC-8 SPRINKLERS Page 3 of 6 tween the Series EC-8 Sprinklers, to prevent cold soldering, is 8 feet (2,4 m). 4. The Series EC-8 Sprinklers are to be installed in accordance with all other requirements of NFPA 13 for ex- tended coverage pendent sprin- klers. FM Approval Requirements The Series EC-8 Extended Coverage Sprinklers are to be installed in ac- cordance with the applicable Factory Mutual Loss Prevention Data Sheet. Information provided in the FM Loss Prevention Data Sheets relate to, but are not limited to, hydraulic design, ceiling slope and obstructions, mini- mum and maximum allowable spacing, and deflector-to ceiling distance. Maintenance The Series EC-8 Sprinklers must be maintained and serviced in accord- ance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to Page 4 of 6 TFP223 DESCRIPTION AREA GPM PSI TY4232 (K=8.0) PENDENT 16x 16 26 10.6 18x18 33 17.0 20x20 40 25.0 1 ft. = 0.3048 m 1 ft2 = 0.093 m2 1 gpm = 3.785 1pm I psi = 0.06895 bar 1 gpm1ft2 = 40.74 mm/mm TABLED FLOW CRITERIA FOR UL AND C-UL LISTING OF SERIES EC-8 SPRINKLERS _ 2-7/8" DIA. 1/2±1/8 (73,0 mm) 1/2 (12,7 mm) (12,7±3,2 mm) 2-1/4 DIA. _j 1/4 (6,4 mm) FACE OF (57,2 mm) SPRINKLER ç .) 1/8' FITTING (3mm) — __LlI 1LL - .... MOUNTING MOUNTING SURFACE/// PL PLATE CLOSURE 1-1/4(31,8mm) i (25,4 mm) FIGURE 2 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 2-7/8" DIA. 9/16±1/4' - (73,0 mm) 3/4(19,1 mm) (14,3±6,4 mm) _ 2-1/4' DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) SPRINKLER FITTING (3,2 mm) .1 t / MOUNTING MOUNTING SURFACE , PLATE CLOSURE 1-5/16" (33,3 mm)] 13/16" (20,6 mm) FIGURE 3 SERIES EC-8 RECESSED PENDENT SPRINKLER ASSEMBLY WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON "FITTING SIDE" TOWARDS SPRINKLER FITTING WRENCH RECESS (END 'A") FIGURE 4 W-TYPE 3 SPRINKLER WRENCH WRENCH RECESS UI lU WRENCH LUGS FIGURE 5 W-TYPE 4 RECESSED SPRINKLER WRENCH TFP223 Page 5 of 6 corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Frequent visual inspections are rec- ommended to be initially performed for corrosion resistant coated sprinklers, after the installation has been com- pleted, to verify the integrity of the cor- rosion resistant coating. Thereafter, annual inspections per NFPA 25 should suffice; however, instead of in- specting from the floor level, a random sampling of close-up visual inspec- tions should be made, so as to better determine the exact sprinkler condi- tion and the long term integrity of the corrosion resistant coating, as it may be affected by the corrosive conditions present. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire Products are warranted solely to the original Buyer for ten (10) years against defects in material and work- manship when paid for and properly installed and maintained under normal use and service. This warranty will ex- pire ten (10) years from date of ship- ment by Tyco Fire Products. No war- ranty is given for products or components manufactured by compa- nies not affiliated by ownership with Tyco Fire Products or for products and components which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in ac- cordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by Tyco Fire Products to be defective shall be either repaired or replaced, at Tyco Fire Products' sole option. Tyco Fire Products neither as- sumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. Tyco Fire Products shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. IN NO EVENT SHALL TYCO FIRE PRODUCTS BE LIABLE, IN CON- TRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL THE- ORY, FOR INCIDENTAL, INDIRECT, SPECIAL OR CONSEQUENTIAL DAMAGES, INCLUDING BUT NOT LIMITED TO LABOR CHARGES, RE- GARDLESS OF WHETHER TYCO FIRE PRODUCTS WAS INFORMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO FIRE PRODUCTS' LI- ABILITY EXCEED AN AMOUNT EQUAL TO THE SALES PRICE. MADE IN LIEU OF ANY AND ALL OTHER WARRANTIES EXPRESS OR OF MERCHANTAB!LILYAND FIT- POSE, When placing an order, indicate the full product name. Please specify the Sprinkler Identification Number (SIN), quantity, and temperature rating. Refer to the Price List for complete listing of Part Numbers. Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: TY4232, (specify temperature rating), Extended Coverage Pendent Sprinkler with (specify finish), P/N (specify). 135°F/57°C Natural Brass .............PSN 50-801-1-135 White Coated .............PSN 50-801-4-135 White (RAL9O1O). .......... PSN 50-801-3-135 Chrome Plated ............PSN 50-801-9-135 155°F168°C Natural Brass .............PSN 50-801-1-155 White Coated .............PSN 50-801-4-155 White (FtAL9010). .......... PSN 50-801-3-155 Chrome Plated .............PSN 50-801-9-155 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style (30 or 40) Recessed Escutcheon with (specify finish), P/N (specify). Style 30 Recessed Escutcheon Chrome Plated ............PSN 56-705-9-011 White Color Coated ........PSN 56-705-4-011 White (RAL9O1O). .......... PSN 56-705-3-011 Brass Plated ..............PSN 56-705-2-011 Style 40 Recessed Escutcheon Chrome Plated ............PSN 56-700-9-010 White Color Coated ........PSN 56-700-4-010 White (RAL9O1O). .......... PSN 56-700-3-010 Brass Plated ..............PSN 56-700-2-010 *Eastern Hemisphere sales only. Sprinkler Wrench: Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1 -001 Specify: W-Type 4 Recessed Sprinkler Wrench, P/N 56-875-4-001 Page 6 of 6 TFP223 TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCC /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 0 r'apid r'esponse TM HOME FIRE SPRINKLER SYSTEM Series LFII Residential Pendent Sprinklers 49 K-factor General Description The Series LFII (TY2234) Residential Pendent Sprinklers are decorative, fast response, frangible bulb sprin- klers designed for use in residential occupancies such as homes, apart- ments, dormitories, and hotels. When aesthetics and optimized flow charac- teristics are the major consideration, the Series LFI I (TY2234) should be the first choice. The Series LFII are to be used in wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 13R; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFII (TY2234) has a 4.9 (70,6) K-factor that provides the re- quired residential flow rates at reduced pressures, enabling smaller pipe sizes and water supply requirements. The recessed version of the Series LFII (TY2234) is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Es- cutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceil- ing position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFll (TY2234) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY2234) Residential Pendent Sprinklers described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY2234 IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 8 JANUARY, 2006 TFP400 Page 2 of 8 TFP400 Minimum Flow (b) and Minimum Flow (b) and Minimum Flow (b) and Maximum Maximum Residual Pressure Residual Pressure Residual Pressure Coverage Spacing For Horizontal Ceiling For Sloped Ceiling For Sloped Ceiling Area (a) Ft. (Max. 2 Inch Rise (Greater Than 2 Inch Rise (Greater Than 4 Inch Rise Ft. x Ft. (m) for 12 Inch Run) Up To Max. 4 Inch Rise for 12 Inch Run) Up To Max. 8 Inch Rise for 12 Inch Run) (m x m) 155°F/68°C or 155°F168°C 175°F179°C 155°F168°C 175°F179°C 175°F179°C 12 x 12 12 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (3,7 x 3,7) (3,7) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 14x 14 14 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,3 x 4,3) (4,3) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 16 x 16 16 13 GPM (49,2 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) 13 GPM (49,2 LPM) 17 GPM (64,3 LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 7.0 psi (0,48 bar) 12.0 psi (0,83 bar) 18 x 18 18 .17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) (5,5 x 5,5) (5,5) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 12.0 psi (0,83 bar) 20 x 20 20 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 21 GPM (79,5 LPM) 22 GPM (83,3 LPM) (6,1 x 6,1) (6,1) 16.7 psi (1,15 bar) I 16.7 psi (1,15 bar) 16.7 psi (1,15 bar) 18.4 psi (1,27 bar) 20.2 psi (1,39 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS Technical Data Approvals: UL and C-UL Listed. NYC Approved under MEA 44-03-E. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/ps1112 (70,6 LPM/barl'2) Temperature Rating: 1550F/680C or 1750F/790C Finishes: White Polyester Coated, Chrome Plated, or Natural Brass Physical Characteristics: Frame ..............Brass Button .............Bronze Sealing Assembly .......... Beryllium Nickel w/Teflont Bulb .........3 mm dia. Glass Compression Screw .....Bronze Deflector ...........Bronze Ejection Spring . . . . Stainless Steel tDuPont Registered Trademark Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C-UL Listed for installation in accordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority having Juris- diction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rat ,e for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following.: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. For "Horizontal Ceilings" (maximum 2 inch rise for 12 inch run), the sprin- klers are to be installed with a deflec- tor to ceiling distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2. NOTES The "Beam Ceiling Design Criteria" section starting on Page 4 permits de- flector to ceiling distances up to 15-3/4 inches. So as to help avoid obstructions to water distribution, a maximum 12 inch deflector-to-ceiling distance is permit- ted for NFPA 13D and NFPA 13Rappli- cations where the sprinklers are located in closets. For 'Sloped Ceilings" (greater than 2 inch rise up to 8 inch rise for 12 inch run), the sprinklers are to be installed with a deflector to ceiling TFP400 Page 30f8 7/16 (11,1 mm) 1/2" ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 27/8" DIA. 1 - Frame MAKE-IN SURFACE (73,0 mm) 2-Button 4 -Bulb ____ 5 - Compression 2-1/4" 6 - Deflector * _________ ________ ________ Screw ________ (57,2 mm) ______ _______ - Sealing Assembly 1 ESCUTCHEON 4 1-5/8 " STYLE 20 (41,3 mm) I WRENCH RECESSED *Temperature rating is 6i1_L FLATS indicated on Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 SERIES LFII (TY2234) RESIDENTIAL PENDENT AND RECESSED PENDENT SPRINKLERS 2-7/8" DIA. 7/16±1/8' (73,0 mm) 1/2(12,7mm) (11,1±3,2 mm) 2-1/4" DIA 1/4" (6,4 mm) FACE OF 57,2 mm) SPRINKLER MOUNTING FITTING PLATE MOUNTING SURFACE ..(3,2mm) 1-3/8' (34,9 mm) CLOSURE TY2234 1-1/8' (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY2234) RESIDENTIAL PENDENT SPRINKLER distance of 1-3/8 to 4 inches or in the recessed position using only the Style 20 Recessed Escutcheon as shown in Figure 2 Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). / NCH RECESS (END "A' USED FOR 1Y2234) FIGURE 3 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH INTO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH Page 4 of 8 TFP400 Beam Ceiling Design Criteria The Series LFII (TY2234) Residential Pendent Sprinklers are UL and C-UL Listed for installation in residential oc- cupancies with horizontal ceilings (i.e., slopes up to a 2 inch rise over a 12 inch run) with beams when installed in ac- cordance with the following criteria: General Information. The basic con- cept of this protection scheme is to locate the sprinklers on the underside of the beams, Ref. Figure 5, (not in the beam pockets); to identify the main beams that principally run in one direc- tion as "primary beams"; and, to iden- tify the beams that run principally per- pendicular to the main beams, as may be present (or in some cases may be necessary for proper sprinkler protec- tion), as "secondary beams". Primary and Secondary Beam Types. Solid surface, solid or hollow core, combustible or non-combustible. Primary and Secondary Beam Posi- tioning. Directly attached to the un- derside of a combustible or non-com- bustible smooth ceiling at any elevation. Primary Beam Cross-Section: Maxi- mum depth of 14 inches and the maxi- mum width is unlimited. The cross- sectional shape, of the primary beam may be rectangular to circular. Secondary Beam Cross-Section. Maximum depth to be no greater than the primary beam and the maximum width is unlimited. The cross-sectional shape of the secondary beam may be rectangular to circular. Primary Beam Spacing. The primary beams (Fig. 6A) are to be 3 ft. - 4 in. to 6 ft. from the compartment wall to cen- ter of the nearest beam and from cen- ter to center between beams. Secondary Beam Spacing. The sec- ondary beams principally run perpen- dicular to the primary beams. Secondary beams of a depth equal to the primary beam must be placed so that the beam pockets created by the primary beams do not exceed 20 feet in length (Fig. 6B). NOTE When the beam pockets created by the primary beams exceed 20 feet in length, the installation will require the use of secondary beams as described above. Otherwise, secondary beams need not be present. Secondary beams of a cross-sectional depth greater than one-quarter the depth of the primary beams are to be a minimum of 3 ft. - 4 in. from the compartment wall to center of the nearest beam and from center to cen- ter between beams (Fig. 6C). Secondary beams of a cross-sectional depth no greater than one-quarter the depth of the primary beams may be placed at any compartment wall to center of the nearest beam distance and from any center to center distance between beams (Fig. 6C). Lintels. Lintels over doorways exiting the compartment must be present. The minimum height for the lintels is 8 inches or no less than the depth of the Primary Beams, whichever is greater. Sprinkler Types. Series LFll (TY2234), 155F and 175F, Pendent and Recessed Pendent Residential Sprinklers. Sprinkler Coverage Area and Hy- draulic Design. The sprinkler cover- age areas and hydraulic design criteria as presented in the Table A for "Hori- zontal Ceilings" are to be applied. Sprinkler Position. The deflector to bottom of primary beams for the Series LFII (TY2234) Pendent Sprinklers or Series LFII (1Y2234) Recessed Pen- dent Sprinklers is to be 1-1/4 to 1-3/4 inches (Fig. 5A). The vertical center- line of the Series LFII (TY2234) Pen- dent Sprinklers isto be no greater than half the primary beam cross-sectional width plus 2 inches from the centerline of the primary beam (Fig 5B). NOTES Core drilling of beams to allow the in- stallation of sprinkler drops requires consulting with a structural engineer. Where core drilling is not permitted, the previously stated sprinkler position criteria for the Series LFll (TY2234) Pendent Sprinklers allows for the sprinkler drop to be placed adjacent to the primary beam. Beam and Soffit Arrangements. A soffit is permitted to be placed around the perimeter of a compartment with the beam arrangement within the sof- fited area (Fig.7). The cross-section of the soffit may be any size as long as it does not create an obstruction to water distribution per the obstruction rules of NFPA 13 for residential sprinklers. When soffits are present, the pre- viously provided 3 ft. - 4 in. to 6 ft. "compartment wall to adjacent beam" distance for the primary and secon- dary beams is to be measured from the face of the soffit as opposed' to the compartment wall. ><z 1. EE Lo OD. TY2234 B EE co MAXIMUM Y2234 ONE-HALF BEAM I WIDTH PLUS I 2'(50,8 mm) FIGURE 5 SPRINKLER POSITIONING UNDER PRIMARY BEAMS (Refer to the "Beam Ceiling Design Criteria" section) NOTE Although the distance to the beams is measured from the face of the soffit, the sprinkler coverage area is to be measured from the compartment wall. TFP400 Page 5 of 8 ALL FIGURES: F----A -H A -.n A —__1 DISTANCES ARE I F IF IF MEASUREDTO 14(356mm) COMPARTMENT MAXIMUM WALL FACES AND TO CENTERLINES FOR PRIMARY BEAMS HAV ING A 14" (356 mm) MAXIMUM DEPTH PRIMARY BEAM MAXIMUM COMPARTMENT WALLS `77. FIGURE 6A PRIMARY BEAM SPANS UP TO 20-0 (6,1 m) ----A .. A •- A— r. f B A=3-4't06'-0"(1,otol,8m) FOR PRIMARY BEAMS HAy- SECONDARY B INGA 14" (356 mm) MAXIMUM BEAM DEPTH I \ B=20'-0"(6,1 m)MAXIMUM FOR SECONDARY BEAMS THAT ARE TO BE EQUAL IN PRIMARY DEPTH TO PRIMARY BEAMS BEAM AND THAT MUST BE IN PLACE SO THAT PRIMARY BEAM POCKETS DO NOT EXCEED 20-0' (6,1 m) COMPARTMENT WALLS FIGURE 613 PRIMARY BEAM SPANS GREATER THAN 20-0' (6,1 m) -H A . AH .;..... C A= 3'-4't06'(1,0to1,8m) .., ,.., ..., ... -...,,... FOR PRIMARY BEAMS HAV- ING A 14" (356 mm) MAXIMUM SECONDARY . C DEPTH BEAM :. .. , C=3'-4' (1,0 m) MINIMUM FOR SECONDARY BEAMS HAVING DEPTHS GREATER THAN 25% OF PRIMARY BEAMS PRIMARY -.. —or— BEAM :. C = ANY DISTANCE FOR SEC- ONDARY BEAMS HAVING DEPTHS UP TO 25% OF *REFER TO \.. PRIMARY BEAMS FIGURE 6B COMPARTMENT FOR SPANS WALLS EXCEEDING ..,..:..,..:....,.'. . 20-0" (6,1 m) FIGURE 6C COMBINATIONS OF PRIMARY AND SECONDARY BEAMS FIGURE 6 BEAM ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Page 6of8 TFP400 SECONDARY BEAM * * USE DISTANCES SHOWN PRIMARY IN FIGURES 6A, 6B & 6C, BEAM EXCEPT MEASUREMENTS ARE TAKEN FROM FACES OF SOFFITS INSTEAD OF FROM COMPARTMENT WALL SURFACES FACE OF SOFFIT COMPARTMENT WALLS FIGURE 7 BEAM AND SOFFIT ARRANGEMENTS (Refer to the "Beam Ceiling Design Criteria" section) Installation The Series LFlI (TY2234) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment Than Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Pendent Sprinklers must be installed in accordance with the following instructions. Step 1. Pendent sprinklers are to be installed in the pendent position with the deflector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W-Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFII Recessed Pendent Sprinklers must be installed in ac- cordance with the following instruc- tions. Step A. Recessed pendent sprinklers are to be installed in the pendent posi- tion with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipethread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step D. After the ceiling has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFll Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The Series LFll (TY2234) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- TFP400 Page 7 of 8 age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFll (TY2234), K=4.9, Residen- tial Pendent Sprinkler with (specify) temperature rating and (specify) fin- ish, P/N (specify). 155°F/68°C or Chrome Plated .........P/N 51-201-9-155 155°F/68°C White Polyester.........P/N 51-201-4-155 155°F/68°C White (1RAL9010) ............. P/N 51-201-3-155 155°F/68°C Natural Brass...........P/N 51-201-1-155 175°F/79°C or Chrome Plated .........P/N 51-201-9-175 175°F179°C White Polyester.........P/N 51-201-4-175 175°F/79°C White (RAL9O1O) ............. P/N 51-201-3-175 175°F/79°C Natural Brass...........P/N 51-201-1-175 *Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec-ify*). *Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. Page 8 of 8 TFP400 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 tqCD /Fire & Building / Products Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 iff rapid response HOME FIRE SPRINKLER SYSTEM Series LFII Residential, NFPA 13 Optimized Horizontal Sidewall Sprinklers 5.6 K-factor General Description The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers are decorative, fast response, frangible bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When enhanced flow charac- teristics for residential portions of any occupancy per NFPA 13 is the major consideration, the Series LFII (TY3334) should be the first choice. When higher flow demands are re- quired for residential sprinklers used in an NFPA 13 design, the large 5.6 K- factor of the Series LFII (TY3334) is an attractive choice. Although mostly in- tended where residential sprinklers are to be used in an NFPA 13 design, the Series LFII (TY3334) can also be used in wet pipe residential sprinkler systems for one- and two-family dwell- ings and mobile homes per NFPA 13D, and wet pipe residential sprinkler sys- tems for residential occupancies up to and including four stories in height per NFPA 13R. The recessed version of the Series LFII (TY3334) is intended for use in areas with finished walls. It employs a two-piece Style 20 Recessed Escutch- eon. The Recessed Escutcheon pro- vides 1/4 inch (6,4 mm) of recessed IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush mounting surface position. The adjust- ment provided by the Recessed Es- cutcheon reduces the accuracy to which the pipe nipples to the sprinklers must be cut. The Series LFll (TY3334) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. WARNINGS The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers de- scribed herein must be installed and maintained in compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler/Model Identification Number SIN TY3334 Page 1 of 6 JANUARY, 2006 TFP4I5 Components: 1 - Frame 2 - Button Assembly 3 - Sealing Assembly 4 - Bulb 5 - Compression Screw 6 - Deflector * TOP-OF- 7/16 (11,1 mm) * DEFLECTOR -.-j NOMINAL Temperature rating MAKE-IN is indicated on top of Deflector. CENTERLINE OF WATERWAY 7/16 (11,1 mm) 1/2 NPT 1-5/8 END-OF- DEFLECTOR (41,3 mm) 2-1/4 ESCUTCHEON PLATE SEATING BOSS (57,2 mm) SURFACE WRENCH FLATS STYLE 20 - RECESSED ESCUTCHEON 2-7/JDIA. (73,0 mm) RECESSED Physical Characteristics: Frame .............Brass Button ............Bronze Sealing Assembly ........... Beryllium Nickel w/Teflont Bulb ........3 mm dia. Glass Compression Screw .....Bronze Deflector ...........Copper tDupont Registered Trademark Page 2 of 6 TFP4I5 FIGURE 1 SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS 7/16±1/8" (11,1±3,2 mm) MOUNTING FACE OF SURFACE - _ SPRINKLER FITTING TOP-OF- CLOSURE DEFLECTOR \ \ 2-7/8" DIA. (73,0 mm) - 2-1/4"DIA. (57,2 mm) 7/16" (11,1 mm) MOUNTING PLATE U END-OF- DEFLECTOR BOSS (3,2 mm) 1-3/8" (34,9 mm) - 1/2" (12,7 mm) 1-1/8" (28,6 mm) 1/4" (6,4 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER Technical Data Discharge Coefficient: K = 5.6 GPM/ps11/2 (80,6 LPM/bari'2) Approvals: Temperature Rating: UL and C-UL Listed. 155°F/680C or 175017/790C Maximum Working Pressure: Finishes: 175 psi (12,1 bar) White Polyester Coated, Chrome Plated, or Natural Brass ./WRENCH RECESS ND "A" USED FOR 1Y3334) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS V PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH TFP4I5 Page 3 of 6 Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb allowing the sprinkler to activate and flow water. Design Criteria The Series LFII (TY3334) Residential Horizontal Sidewall Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the local Authority Having Ju- risdiction. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A and B as a func- tion of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Tables A and B for NFPA 13D and 13R as a func- tion of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed with an end-of- deflector-boss to wall distance of 1- 3/8 to 6 inches or in the recessed po- sition using only the Style 20 Re- cessed Escutcheon as shown in Figure 2. In addition the top-of-deflector-to-ceil- ing distance is to be within the range (Ref. Table A or B) being hydraulically calculated. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m) when installed with atop-of-de- flecto'r-to-ceiling distance of 4 to 6 inches (100 to 150 mm). The minimum spacing between sprinklers is 9 feet (2,7 m) when installed with a top-of-de- flector-to-ceiling distance of 6 to 12 inches (150 to 300 mm). The maxi- mum spacing between sprinklers can- not exceed the width of the coverage area (Ref. Table A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 16 feet for a 16 ft. x 20 ft. coverage area). Installation The Series LFII (TY3334) must be in- stalled in accordance with the follow- ing instructions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6mm). A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- mum of 21 ft.lbs. (28,5 Nm) of torque is to be used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in an Escutcheon Plate by under- or over-tightening the Sprinkler. Readjust the position of the sprinkler fitting to suit. The Series LFII Horizontal Sidewall Sprinklers must be installed in ac- cordance with the following instruc- tions. Step 1. Horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of water- way perpendicular to the back wall and parallel to the ceiling. The word "TOP" on the Deflector is to face towards the ceiling with the front edge of the De- flector parallel to the ceiling. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step.3. Tighten the sprinkler into the sprinkler fitting using only the W-Type 6 Sprinkler Wrench (Ref. Figure 3). With reference to Figure 1, the W- Type 6 Sprinkler Wrench is to be applied to the wrench flats. The Series LFll Recessed Horizontal Sidewall Sprinklers must be installed in accordance with the following in- structions. Step A. Recessed horizontal sidewall sprinklers are to be installed in the horizontal position with their centerline of waterway perpendicular to the back wall and parallel to the ceiling. The word 'TOP" on the Deflector is to face towards the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Ref. Figure 4). With reference to Figure 1, the W-Type 7 Recessed Sprinkler Wrench is to be applied to the sprinkler wrench flats. Step C. After the wall has been in- stalled or the finish coat has been ap- plied, slide on the Style 20 Closure over the Series LFII Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the wall. Care and Maintenance The Series LFII (TY3334) must be maintained and serviced in accord- ance with the following instructions: NOTES Absence of an Escutcheon Plate may delay the sprinkler operation in a fire situation. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection sys- tem must be obtained from the proper authorities and all personnel who may be affected by this action must be no- tified. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned (Continued on Page 6) Page 4 of 6 TFP4I5 ELEVATION Maximum Maximum Coverage Spacing Minimum Flow (C) and Residual Pressure Area (a) Width x Length (b) Ft. (m) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: Ft. x Ft. 4 to 6 Inches (100 to 150 mm) 6 to 12 Inches (150 to 300 mm) (mxm) 155°F168°C 175°F/79°C 155°F/68°C 175°F179°C 12 x 12 12 17 GPM (64,3 LPM) 17 GPM (64,3 LPM) 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) (3,7 x 3,7) (3,7) 9.2 psi (0,63 bar) 9.2 psi (0,63 bar) 12.8 psi (0,88 bar) 12.8 psi (0,88 bar) 14 x 14 14 19 GPM (71,9 LPM) 19 GPM (71,9 LPM) 22 GPM (83,3 LPM) 22 GPM (83,3 LPM) (4,3 x 4,3) (4,3) 11.5 psi (0,79 bar) 11.5 psi (0,79 bar) 15.4 psi (1,06 bar) 15.4 psi (106 bar) 16 x 14 16 20 GPM (75,7 LPM) 20 GPM (75,7 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) (4,9 x 4,3) (4,9) 12.8 psi (0,88 bar) 12.8 psi (0,88 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 16 x 16 16 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 28 GPM (106,0 LPM) 28 GPM (106,0 LPM) (4,9 x 4,9) (4,9) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) 25.0 psi (1,72 bar) 25.0 psi (1,72 bar) 16x18 16 26 GPM (98,4 LPM) 26 GPM (98,4 LPM) 31 GPM (117,3 LPM) 31 GPM (117,3LPM) (4,9 x 5,5) (4,9) 21.6 psi (1,49 bar) 21.6 psi (149 bar) 30.6 psi (2,11 bar) 30.6 psi (2,11 bar) 16 x 20 16 29 GPM (109,8 LPM) 29 GPM (109,8 LPM) 37 GPM (140,0 LPM) 37 GPM (140,0 LPM) (4,9 x 6,1) (4,9) 26.8 psi (1,85 bar) 26.8 psi (1,85 bar) 1 43.7 psi (3,01 bar) 43.7 psi (3,01 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. Sidewall sprinklers, where installed under a ceiling with a slope greater than 0 inch rise for a 12 inch run to a slope up to 2 inch rise for 12 inch run, must be located per one of the following: Locate the sprinklers at the high point of the slope and positioned to discharge down the slope. Locate the sprinklers along the slope and positioned to discharge across the slope. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDE WALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR HORIZONTAL CEILING (Maximum 2 Inch Rise for 12 Inch Run) TFP4I5 Page 5 of 6 12" 4" MAXIMUM ELEVATION Minimum Flow (c) and Residual Pressure Two sprinkler design with the sprinklers located along the slope and positioned to discharge across the slope. Maximum Maximum Coverage Spacing Area (a) Ft. Width Length (b) (m) Top-Of-Deflector- To- Ceiling: Top-Of-Deflector- To- Ceiling: (rnxm) 4to6 Inches (lO0tol5Omm) 6to12 Inches (150to300mm) 155°F/68°C 175°FF79C 155°F/68°C 175FI79C 16x 16 16 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) 24 GPM (90,8 LPM) (4,9 x 4,9) (4,9) 18.4 psi (1,27 bar) 18.4 psi (127 bar) 18.4 psi (1,27 bar) 18.4 psi (1,27 bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Width (backwall where sprinkler is located) x Length (horizontal throw of sprinkler). Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details.. TABLE B NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3334) RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS FOR SPRINKLERS LOCATED ALONG A SLOPE AND DISCHARGING ACROSS THE SLOPE (Greater Than 2 Inch Rise for 12 Inch Run Up To 4 Inch Rise for 12 Inch Run) Page 6 of 6 TFP4I5 by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. NOTE The owner must assure that the sprin- klers are not used for hanging of any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed, an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties. ex- of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure When placing an order, indicate the full product name. Contact your local distributor for availability.. Sprinkler Assembly: Series LFll (TY3334), K=5.6, Residen- tial Horizontal Sidewall Sprinkle( with (specify) temperature rating and (specify) finish, P/N (specify). 155°FI68°C Chrome Plated ............P/N 51-524-9-155 White Coated .............P/N 51-524-4-155 White (RAL9O1O). .......... P/N 51-524-3-155 Natural Brass .............P/N 51-524-1- 1 55 175°F/79°C Chrome Plated ............P/N 51-524-9-175 White Coated .............P/N 51-524-4-175 White (RAL9O1O). .......... P/N 51-5243-175 Natural Brass .............PIN 51-524-1-175 * Eastern Hemisphere sales only. Recessed Escutcheon: Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (spec-ify*). * Refer to Technical Data Sheet TFP770. Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 ValvI or F 4 mm L ved End Installation Views 18" mm Gro FLOW Support ished by customer) ,alve weight only. AF, 55EC.40jo DOUBLE CHECK DETECTOR ASSEMBLY BACKFLOW PREVENTION > Physical Properties Size of Mainline Max. Working Pressure Hydrostatic Test Press. Temperature Range End Connections Materials Main Valve Body Coating Shut Off Valves Trim Elastomer Discs Spring 2_1/211, 3 411 6, 811, & 1 011 175 PSI (1200 KPa) 350 PSI (2400 KPa) 32° F to 140° F (00 C to 60° C) Flanged ANSI B16.1 Class 125 Ductile iron Grade 65-45-12 Fusion epoxy coated internal and external AWWA C550-90 OS &Y resilient wedge gate valves AWWA C509 Bronze EPDM Stainless steel U.S. Patent No. 4,989,635 • U.S. Patent No. 5,107,888 U.S. Patent No. 5,385,166 • U.S.. Patent No. 5,226,441 U.S. Patent No. 5,392,803 • U.S. Patent No. 5,503,176 MODEL 876V DOUBLE CHECK DETECTOR (Shown in vertical position) MODEL 876/876V DOUBLE CHECK DETECTOR (Shown in standard orientation) FLOW Standard orientation (Model 876*/876V) * Note-Model 876 does not include grooved end coupling. Recommended minimum clearances from permanent structures for ease of testing and maintenance. Vertical orientation (Model 876V) 876/876V Materials of Construction ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS ITEM DESCRIPTION MATERIALS 1 Body A536 GR 65-45-12 8 Lower Spring Retainer B584 Alloy C83600 26 Gasket EPDM ASTM D2000 2 Cover A536 GR 65-45-12 9 Spring Stem 304SS 35 0-ring EPDM ASTM D1999 2.1 0-ring EPDM ASTM D2000 9.1 Elastic Stop Jam Nut 18-8 SS 35.1 Back Up Ring Acetal Resin 2.2 Cap Screw Plated Steel 10 Spring A313 Type 631 SS 36 Cover B584 Alloy C83600 2.3 Hex Nut Plated Steel 10.2 Spring Shim Acetal Resin 40 Ball Valve B584 Alloy C83600 2.5 Cover (w/o holes) A536 GR 65-45-12 10.3 Spring Shim Acetal Resin 41 Nipple Brass 3 Seat Ring B524 Alloy C83600 11 Spring Guide B130 Alloy C22000 42 Gate Valve (OS&Y) AWWA C509. 3.1 Gasket EPDM ASTM D2000 12 Upper Spring Retainer B584 Alloy C83600 43 Bulkhead Fitting B584 Alloy C83600 4 Arm 6584 Alloy C83600 12.1 Bushing Spring Stem Acetal Resin 43.1 Bulkhead Fitting B584 Alloy C83600 4.1 Bushing-Swing Pin Acetal Resin 13 Pivot Bearing B585 Alloy C83600 44 Bulkhead Fitting 8584 Alloy C83600 4.2 Swing Pin 304SS , 14 Flange Gasket Rubber/Fabric 45 Gasket EPDM ASTM 02000 5 Retaining Clip 302 SS 15 Bearing Socket Acetal Resin 45.1 Gasket EPDM ASTM 02001 5.1 Retaining Clip 302 SS 16 Hex Jam Nut 18-8 SS 46 Washer B36 Alloy 260 6 Check Disk (2-1/2" - 8) EPDM Coated GR, 45 Capscrew (10" Only) 18-8 SS 46.1 Washer B36 Alloy 260 Ductile Iron WI type 17 Washer 302 SS 47 Nut B584 Alloy C83601 304SS 18 Flange Nut Plated Steel 47.1 Nut B584 AlIloy C83602 Seat Disc (10 Only) Silicone ASTM D2000 18.1 Range Nut Plated Steel . 60 Identification Plate 836 Alloy C26000 6.1* Disc Holder (10 Only) ASTM A743 304 SS 19 Cover A36 StI. Epoxy Coated 61 Identification Plate B36 Alloy C26000 6.2 Disc Retainer (10 Only) ASTM A743 304 SS . 24 Bolt Plated Steel 62 Drive Screw Stainless Steel 6.3* Capscrew (10 Only) 1-8 SS 24.1 Washer Plated Steel 70 Clamp 876V Only AWWA C606 7 Load Pin 304SS 25 Bolt Plated Steel " Not Shown I,. qrooved end OS &Y Side View Model 876V Standard Orientation Note: The Model 876V is shipped in the standard (N-Shape) orientation as shown below. Model 876V Vertil Oiatation Dimensions El OS&Y Size A B C OPEN F G H J 21/2 121/2 25/4 241/4 163/8 16/8 61/4 111/2 31/2 65 317.50 654.05 615.95 415.93 422.28 158.75 292.10 88.90 Approximate Net. oS&Y K M (Lbs.) 13/8 271/4 230 346.08 692.15 104.33 121/2 25I4 24/4 221/4 16/8 61/4 111/2 33/4 141/8 281/4 300 80 317.50 654.05 628.65 565.15 422.28 158.75 292.10 95.25 358.78 717.55 136.08 14 27/8 26/4 231/4 17/4. 7 13 41/2 151/2 31 330 100 355.60 708.03 679.45 590.55 450.85 177.80 330.20 114.30 393.70 787.40 149.69 6" 16 321/4 321/4 301/8 21/7 8 13 51/2 L 18/8 371/4 520 150 406.40 819.15 819.15 765.18 547.9 203.20 330.20 139.70 473.08 946.15 235.87 8" 181/2 371/2 36I8 373/4 24/e 91/4 141/2 6/4 20I4 411/2 860 200 469.90 952.50 923.93 958.85 631.80 234.95 368.30 171.45 527.05 1054.10 390.09 10" 21 421/2 40/4 48 271/2 10 15 8 24 48 1460 250 533.40 1079.50 1035.05 1219.20 698.50 254.00 381.00 203.20 609.60 1219.20 662.24 Weights do not include risers or optional valve setter. Note: Dimensions shown are nominal. Allowances must be made for normal manufacturing tolerances. Refer to Specification Sheet SS VS for details on valve setter. 4" 18 16 o14 12 A,— 10 ___ ___ ___ ___ ___ ca 6 0 100 200 300 400 500 600 700 GPM A-Vertical orientation (model 876V) B-Standard orientation (model 876) g 10 Application Non-Health Hazard Fire Sprinkler Systems Flow Orientation .Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is inlet and outlet flow vertical up. Options O Valve Setter with MJ x FL, MJ x MJ or FLxFL ends Agency Compliance Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. ASSE (Std. 1048) ANSI/AWWA (C510-89) CAN/CSA (1364.5) FM* .UL* cUL * Less gate not FM approved. Less gate not UL listed unless installed with UL listed gated valves. Model 876/876V Flow Curves 2½" 6" B A 0 50 100 150 200 250 300 GPM 3" B A —A 0 25 75 125 175 225 275 325 GPM 0 500 1000 1500 2000 2500 3000 GPM