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HomeMy WebLinkAbout3251 MARISOL PL; ; FPC2017-0211; Permit!J1r1iIl1 1 I.]iI craity of Carlsbad. Print Date: 03/02/2022 Permit No: FPC2017-0211 Job Address: 3251 MARISOL PL, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 1670404400 Track #: Applied: 07/31/2017 Valuation: $1,199,461.00 Lot #: Issued: 10/11/2017 Occupancy Group: Project #: DEV10045 Finaled Close Out: 03/02/2022 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: QUARRY CREEK Description: QUARRY CREEK APARTMENTS -BLDG #1 CLUBHOUSE -SPRINKLER BLDG 1 -FPC2017-0211 BLDG 2 -13 II FPR2017-0280 FPR2017-0292 FPContractor: INNOVATIVE FIRE PROTECTION INC 8779 COTTONWOOD AVE, # STE 101 SANTEE, CA 92071-4457 (619) 593-8200 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1760-602-4665 1760-602-8561 f I www.carlsbadca.gov a a _ Imp : INNOVATIVE FIRE PROTECTION, INC. UARRY CREK APA*RTMENTS , - - - As' - --- - U lAVA KA !1 i• CARLSBAD, CA 92010 CALCULATION SUBMITTAL 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 • TEL: 619.593.8200 • FAX: 619.593.9133 fpinc.net • CA License #C.16.711148 I I I I I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #1 CLUBHOUSE DRAWING NUMBER:FP2.71 DATE: SEP 5, 2017 -DESIGN DATA- REMOTE AREA NUMBER: Bi CLUBHOUSE 1A REMOTE AREA LOCATION: HI ROOF OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 1478.0 sq. ft. COVERAGE PER SPRINKLER: 140.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 12 * IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 306.4 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 206.4 gpm @ 37.4 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) E C I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK El CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF C L) C C C ('4 • • C H -O C • H H H C LU (N C) 0I00U) U1U)U)U)U) -Q0)-H---- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Hi CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRi 128.5 72.3 3098.0 127.7 306.3 49.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 306.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 206.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SRi 0.0 SOURCE 49.7 206.3 BFI 3.0 - - - - 48.3 - - - 3F2 3.0 - - - - 36.3 - - - BRi 0.0 - - - - 37.4 - - - TR1 12.0 - - - - 31.9 - - - A 12.0 - - - - 30.2 - - - B 12.0 - - - - 28.2 - - - C 23.0 - - - - 13.4 - - - D 23.0 - - - - 12.7 - - - E 12.0 - - - - 17.6 - - - F 12.0 - - - - 17.7 - - - G 12.0 - - - - 17.7 - - - H 12.0 - - - - 17.7 - - - I 23.0 - - - - 13.0 - - - J 23.0 - - - - 13.7 - - - K 12.0 - - - - 25.3 - - - Cl 23.0 - - - - 13.3 - - - Di 23.0 - - - - 12.7 - - - 1 23.0 - - - - 10.1 - - - 2 23.0 - - - - 9.4 - - - 3 23.0 - - - - 9.3 - - - 4 23.0 - - - - 9.4 - - - 5 23.0 - - - - 10.4 - - - 6 23.0 - - - - 9.2 - - - 7 23.0 - - - - 9.1 - - - 8 23.0 - - - - 9.0 - - - 9 23.0 - - - - 9.0 - - - 10 23.0 - - - - 9.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Bi CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 101 22.0 K= 5.60 10.1 17.8 102 24.0 K= 5.60 8.4 16.3 103 22.0 K= 5.60 9.4 17.2 104 26.0 K= 5.60 7.2 15.1 105 24.0 K= 5.60 9.4 17.2 106 22.0 K= 5.60 9.3 17.1 107 26.0 K= 5.60 7.0 14.8 108 22.0 K= 5.60 8.9 16.7 109 22.0 K= 5.60 9.1 16.9 110 22.0 K= 5.60 9.7 17.5 111 22.0 K= 5.60 13.0 20.2 112 22.0 K= 5.60 12.3 19.7 I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK 51 CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF I NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 48.3 BF1 3.0 48.3 206.3 SF2 E6.000 T:46.0 51.00 1.3 SRi 0.0 49.7 206.3 6.080 G: 5.0 65.00 0.001 0.1 Pipe: 2 0.0 Fixed Pressure Loss Device SF2 3.0 36.3 206.3 SRi 12.0 psi, 206.3 gpm SF1 3.0 48.3 206.3 Pipe: 3 0.0 0.0 90.00 150 37.4 SRi 0.0 37.4 206.3 TR1 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 36.3 206.3 6.080 178.00 0.001 0.2 Pipe: 4 0.0 0.0 12.00 120 31.9 TR1 12.0 31.9 206.3 A 4.000 E: 9.7 11.63 5.2 SRi 0.0 37.4 206.3 4.000 G: 1.9 23.63 0.014 0.3 Pipe: 5 0.0 95.8 K 8.00 150 30.2 A 12.0 30.2 110.5 B 2.500 E: 6.9 6.90 0.0 TR1 12.0 31.9 206.3 2.423 14.90 0.110 1.6 Pipe: 6 0.0 0.0 11.80 150 28.2 B 12.0 28.2 110.5 C 2.000 T:12.0 12.00 0.0 A 12.0 30.2 110.5 2.003 23.80 0.087 2.1 Pipe: 7 0.0 38.8 1 68.00 150 13.4 C 23.0 13.4 71.7 Cl 2.000 4E:22.8 46.80 4.8 5 12.0 28.2 110.5 2.003 6R:24.0 114.80 0.087 10.0 Pipe: 8 0.0 20.2 111 1.80 150 13.3 Cl 23.0 13.3 51.5 Dl 2.000 ---- 0.00 0.0 C 23.0 13.4 71.7 2.003 1.80 0.039 0.1 Pipe: 9 0.0 19.7 112 16.00 150 12.7 Di 23.0 12.7 31.9 D 2.000 2E:11.4 11.40 0.0 Cl 23.0 13.3 51.5 2.003 27.40 0.021 0.6 Pipe: 10 0.0 42.4 6 1.80 150 12.7 D 23.0 12.7 -10.6 E 2.000 ---- 0.00 0.0 Dl 23.0 12.7 31.9 2.003 1.80 0.009 0.0 Pipe: ii 0.0 42.4 6 54.00 150 12.7 D 23.0 12.7 -31.9 Dl 2.000 4E:22.8 42.80 4.8 E 12.0 17.6 10.6 2.003 5R:20.0 96.80 0.001 0.1 I I I Li I LI I I I I I I I I I I I I N( I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK 31 CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 0.0 41.70 150 17.6 K 12.0 17.6 10.6 D 2.000 T:12.0 32.00 0.0 F 12.0 17.7 10.6 2.003 5R:20.0 73.70 0.001 0.1 Pipe: 13 0.0 0.0 4.50 150 17.7 F 12.0 17.7 10.6 E 2.000 T:12.0 12.00 0.0 G 12.0 17.7 10.6 2.003 16.50 0.001 0.0 Pipe: 14 0.0 0.0 23.00 150 17.7 G 12.0 17.7 10.6 F 2.000 3R:12.0 12.00 0.0 H 12.0 17.7 10.6 2.003 35.00 0.001 0.0 Pipe: 15 0.0 0.0 24.00 150 17.7 H 12.0 17.7 10.6 G 2.000 3E:17.1 17.10 -4.8 I 23.0 13.0 10.6 2.003 41.10 0.001 0.0 Pipe: 16 0.0 40.5 10 20.00 150 13.0 I 23.0 13.0 10.6 H 2.000 2E:11.4 11.40 0.0 J 23.0 13.7 51.1 2.003 31.40 0.021 0.7 Pipe: 17 0.0 44.7 5 70.00 150 13.7 J 23.0 13.7 51.1 I 2.000 8R:32.0 32.00 4.8 K 12.0 25.3 95.8 2.003 102.00 0.067 6.8 Pipe: 18 0.0 0.0 30.00 150 25.3 K 12.0 25.3 95.8 J 2.000 2T:24.0 44.00 0.0 A 12.0 30.2 95.8 2.003 5R:20.0 74.00 0.067 5.0 Pipe: 19 0.0 17.8 101 8.30 150 10.1 1 23.0 10.1 20.9 2 1.000 T: 6.0 6.00 0.0 C 23.0 13.4 38.8 1.101 14.30 0.231 3.3 Pipe: 20 0.0 16.3 102 9.50 150 9.4 2 23.0 9.4 4.7 3 1.000 ---- 0.00 0.0 1 23.0 10.1 20.9 1.101 9.50 0.074 0.7 Pipe: 21 0.0 17.2 103 10.00 150 9.3 3 23.0 9.3 -12.5 4 1.000 ---- 0.00 0.0 2 23.0 9.4 4.7 1.101 10.00 0.005 0.0 Pipe: 22 0.0 17.2 103 1.00 150 9.3 3 23.0 9.3 -4.7 2 1.000 ---- 0.00 0.0 4 23.0 9.4 12.5 1.101 1.00 0.028 0.0 I I I I ri I [H I 1 I I I I I I I H mo r II LJ I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK B1 CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG 41 CLUBHOUSE AREA 1A HIGH ROOF Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pt) Pipe: 23 0.0 15.1 104 8.40 150 9.4 4 23.0 9.4 12.5 3 1.000 ---- 0.00 0.0 5 23.0 10.4 27.6 1.101 8.40 0.123 1.0 Pipe: 24 0.0 17.2 105 4.90 150 10.4 5 23.0 10.4 27.6 4 1.000 T: 6.0 6.00 0.0 J 23.0 13.7 44.7 1.101 10.90 0.301 3.3 Pipe: 25 0.0 17.1 106 6.70 150 9.2 6 23.0 9.2 25.3 7 1.000 T: 6.0 6.00 0.0 D 23.0 12.7 42.4 1.101 12.70 0.274 3.5 Pipe: 26 0.0 14.8 107 1.00 150 9.1 7 23.0 9.1 10.5 8 1.000 ---- 0.00 0.0 6 23.0 9.2 25.3 1.101 1.00 0.105 0.1 Pipe: 27 0.0 16.7 108 8.50 150 9.0 8 23.0 9.0 -6.2 9 1.000 ---- 0.00 0.0 7 23.0 9.1 10.5 1.101 8.50 0.021 0.2 Pipe: 28 0.0 16.7 108 10.00 150 9.0 8 23.0 9.0 -10.5 7 1.000 ---- 0.00 0.0 9 23.0 9.0 6.2 1.101 10.00 0.008 0.1 Pipe: 29 0.0 16.9 109 9.40 150 9.0 9 23.0 9.0 6.2 8 1.000 ---- 0.00 0.0 10 23.0 9.9 23.1 1.101 9.40 0.089 0.8 Pipe: 30 0.0 17.5 110 6.50 150 9.9 10 23.0 9.9 23.1 9 1.000 T: 6.0 6.00 0.0 I 23.0 13.0 40.5 1.101 12.50 0.251 3.1 Pipe: 31 5.60 17.8 Disch 1.00 150 10.1 101 22.0 10.1 0.0 1.000 T: 6.0 6.00 -0.4 1 23.0 10.1 17.8 1.101 7.00 0.055 0.4 Pipe: 32 5.60 16.3 Disch 2.50 150 8.4 102 24.0 8.4 0.0 1.000 E: 2.5 8.50 0.4 2 23.0 9.4 16.3 1.101 T: 6.0 11.00 0.046 0.5 Pipe: 33 5.60 17.2 Disch 1.00 150 9.4 103 22.0 9.4 0.0 1.000 T: 6.0 6.00 -0.4 3 23.0 9.3 17.2 1.101 7.00 0.051 0.4 i I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Hi CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 34 5.60 15.1 Disch 9.50 150 7.2 104 26.0 7.2 0.0 1.000 2E: 5.0 11.00 1.3 4 23.0 9.4 15.1 1.101 T: 6.0 20.50 0.040 0.8 Pipe: 35 5.60 17.2 Disch 2.50 150 9.4 105 24.0 9.4 0.0 1.000 5: 2.5 8.50 0.4 5 23.0 10.4 17.2 1.101 T: 6.0 11.00 0.051 0.6 Pipe: 36 5.60 17.1 Disch 1.00 150 9.3 106 22.0 9.3 0.0 1.000 T: 6.0 6.00 -0.4 6 23.0 9.2 17.1 1.101 7.00 0.051 0.4 Pipe: 37 5.60 14.8 Disch 10.50 150 7.0 107 26.0 7.0 0.0 1.000 2E: 5.0 11.00 1.3 7 23.0 9.1 14.8 1.101 T: 6.0 21.50 0.039 0.8 Pipe: 38 5.60 16.7 Disch 2.50 150 8.9 108 22.0 8.9 0.0 1.000 5: 2.5 8.50 -0.4 8 23.0 9.0 16.7 1.101 T: 6.0 11.00 0.049 0.5 Pipe: 39 5.60 16.9 Disch 1.00 150 9.1 109 22.0 9.1 0.0 1.000 T: 6.0 6.00 -0.4 9 23.0 9.0 16.9 1.101 7.00 0.050 0.3 Pipe: 40 5.60 17.5 Disch 2.50 150 9.7 110 22.0 9.7 0.0 1.000 E: 2.5 8.50 -0.4 10 23.0 9.9 17.5 1.101 T: 6.0 11.00 0.053 0.6 Pipe: 41 5.60 20.2 Disch 2.50 150 13.0 lii 22.0 13.0 0.0 1.000 E: 2.5 8.50 -0.4 Cl 23.0 13.3 20.2 1.101 T: 6.0 11.00 0.069 0.8 Pipe: 42 5.60 19.7 Disch 4.00 150 12.3 112 22.0 12.3 0.0 1.000 E: 2.5 8.50 -0.4 Dl 23.0 12.7 19.7 1.101 T: 6.0 12.50 0.066 0.8 NOTES (HASS) (1) Calculations were performed by the BASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/5/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Bl CLUBHOUSE 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA 1A HIGH ROOF 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 0.130 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.1 ft/sec at pipe 24. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRl under full flow conditions is 126.47 psi with a flow of 514.16 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: E MATERIAL: PVClSO HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 2.423 3.10 6.90 14.70 4.90 2.00 21.00 2.00 I I I I I I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING *1 CLUBHOUSE DRAWING NUNBER:FP2.81 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: Bl CLUBHOUSE lB REMOTE AREA LOCATION: ROOF ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 854.0 sq. ft. COVERAGE PER SPRINKLER: 120.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL PEAK ATTIC BB1 AND AP NUMBER OF SPRINKLERS CALCULATED: 8 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 116.2 gpm FLOW AND PRESSURE (AT BASE OF RISER): 216.2 gpm @ 62.1 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm G A 112.( U G E P R 84.0 E S S U R E 56.0 p 5 28.0 -14 gij - - - - - - - - - - - _ - - - - _1 - FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Bi CLUBHOUSE 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA lB ATTIC BB1 AP NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRi 128.6 72.3 3098.0 128.2 216.1 62.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 216.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 116.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SRi 0.0 SOURCE 62.1 116.1 BF1 3.0 - - - - 60.8 - - - BF2 3.0 - - - - 48.8 - - - BR1 0.0 - - - - 50.0 - - - TR1 12.0 - - - - 43.8 - - - A 12.0 - - - - 43.2 - - - B 12.0 - - - - 41.9 - - - C 23.0 - - - - 30.3 - - - D 23.0 - - - - 28.4 - - - E 12.0 - - - - 27.5 - - - F 12.0 - - - - 23.2 - - - G 12.0 - - - - 23.0 - - - H 12.0 - - - - 23.3 I 23.0 - - - - 21.9 - - - J 23.0 - - - - 24.5 - - - K 12.0 - - - - 37.7 - - - Cl 23.0 - - - - 30.2 - - - Dl 23.0 - - - - 28.5 - - - L 12.0 - - - - 14.2 - - - Fl 12.0 - - - - 18.7 - - - Hi 12.0 - - - - 16.7 - - - H2 12.0 - - - - 14.6 - - - Gi 12.0 - - - - 16.5 - - - G2 12.0 - - - - 14.5 - - - Li 12.0 - - - - 13.3 - - - L2 18.0 - - - - 10.0 - - - F2 18.0 - - - - 14.7 - - - lii 18.0 K= 4.20 9.9 13.2 I I I I I I I I I I I 1 I I I I I I Li I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Bi CLUBHOUSE 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA lB ATTIC BB1 AP I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (PT) (PSI) (GPM) 112 18.0 K= 4.20 9.6 13.0 113 18.0 K= 4.20 9.6 13.0 I 114 18.0 K= 4.20 9.7 13.1 115 13.0 K= 4.20 15.6 16.6 116 13.0 K= 4.20 13.6 15.5 117 13.0 K= 4.20 15.4 16.5 I 118 13.0 K= 4.20 13.4 15.4 I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK El CLUBHOUSE 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA lB ATTIC BB1 AP NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 60.8 BF1 3.0 60.8 116.1 BF2 E6.000 T:46.0 51.00 1.3 SRI 0.0 62.1 116.1 6.080 G: 5.0 65.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 48.8 116.2 BR1 12.0 psi, 116.2 gpm BFl 3.0 60.8 116.2 Pipe: 3 0.0 0.0 90.00 150 50.0 BR1 0.0 50.0 116.2 TR1 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 48.8 116.2 6.080 178.00 0.000 0.1 Pipe: 4 0.0 0.0 12.00 120 43.8 TR1 12.0 43.8 116.2 A 2.500 E: 4.6 5.89 5.2 BR1 0.0 50.0 116.2 2.423 G: 1.3 17.89 0.057 1.0 Pipe: 5 0.0 62.9 K 8.00 150 43.2 A 12.0 43.2 53.3 B 2.500 E: 6.9 6.90 0.0 TR1 12.0 43.8 116.2 2.423 14.90 0.038 0.6 Pipe: 6 0.0 0.0 11.80 150 41.9 B 12.0 41.9 53.3 C 1.500 T: 8.4 8.40 0.0 A 12.0 43.2 53.3 1.598 20.20 0.068 1.4 Pipe: 7 0.0 0.0 68.00 150 30.3 C 23.0 30.3 53.3 Cl 1.500 4E:16.0 32.20 4.8 B 12.0 41.9 53.3 1.598 6R:16.2 100.20 0.068 6.8 Pipe: 8 0.0 0.0 1.80 150 30.2 Cl 23.0 30.2 53.3 Dl 1.500 ---- 0.00 0.0 C 23.0 30.3 53.3 1.598 1.80 0.068 0.1 Pipe: 9 0.0 0.0 16.00 150 28.5 Dl 23.0 28.5 53.3 D 1.500 2E: 8.0 8.00 0.0 Cl 23.0 30.2 53.3 1.598 24.00 0.068 1.6 Pipe: 10 0.0 0.0 1.80 150 28.4 D 23.0 28.4 53.3 5 1.500 ---- 0.00 0.0 Dl 23.0 28.5 53.3 1.598 1.80 0.068 0.1 Pipe: 11 0.0 0.0 54.00 150 27.5 5 12.0 27.5 53.3 F 1.500 45:16.0 29.50 -4.8 D 23.0 28.4 53.3 1.598 5R:13.5 83.50 0.068 5.7 I 1 I I I [1 I I I U I I I I 1 I I rl Nc I ( SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Hi CLUBHOUSE iB.SDF JOB TITLE: QUARRY CREEK APTS BLDG 41 CLUBHOUSE AREA lB ATTIC BB1 AP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 30.5 Fl 41.70 150 23.2 F 12.0 23.2 22.8 G 1.500 T: 8.4 21.90 0.0 E 12.0 27.5 53.3 1.598 5R:13.5 63.60 0.068 4.3 Pipe: 13 0.0 42.6 Gi 4.50 150 23.0 G 12.0 23.0 -19.8 H 1.500 T: 8.4 8.40 0.0 F 12.0 23.2 22.8 1.598 12.90 0.014 0.2 Pipe: 14 0.0 42.6 Gi 23.00 150 23.0 G 12.0 23.0 -22.8 F 1.500 3R: 8.1 8.10 0.0 H 12.0 23.3 19.8 1.598 31.10 0.011 0.3 Pipe: 15 0.0 43.1 Hi 24.00 150 23.3 H 12.0 23.3 19.8 G 1.500 3E:12.0 12.00 -4.8 I 23.0 21.9 62.9 1.598 36.00 0.092 3.3 Pipe: 16 0.0 0.0 20.00 150 21.9 I 23.0 21.9 62.9 H 1.500 2E: 8.0 8.00 0.0 J 23.0 24.5 62.9 1.598 28.00 0.092 2.6 Pipe: 17 0.0 0.0 70.00 150 24.5 J 23.0 24.5 62.9 I 1.500 8R:21.6 21.60 4.8 K 12.0 37.7 62.9 1.598 91.60 0.092 8.4 Pipe: 18 0.0 0.0 30.00 150 37.7 K 12.0 37.7 62.9 J 1.500 2T:16.8 30.30 0.0 A 12.0 43.2 62.9 1.598 5R:13.5 60.30 0.092 5.6 Pipe: 19 0.0 0.0 12.00 150 18.7 Fl 12.0 18.7 30.5 F2 1.000 3T:18.0 18.00 0.0 F 12.0 23.2 30.5 1.101 30.00 0.149 4.5 Pipe: 20 0.0 16.6 115 14.20 150 16.7 Hi 12.0 16.7 26.5 H2 1.000 T: 6.0 9.40 0.0 H 12.0 23.3 43.1 1.101 2R: 3.4 23.60 0.281 6.6 Pipe: 21 0.0 15.5 116 8.60 150 14.6 H2 12.0 14.6 11.0 L 1.000 T: 6.0 9.40 0.0 Hi 12.0 16.7 26.5 1.101 2R: 3.4 18.00 0.114 2.1 Pipe: 22 0.0 21.8 Li 11.00 150 14.2 L 12.0 14.2 -10.7 G2 1.000 T: 6.0 6.00 0.0 H2 12.0 14.6 11.0 1.101 17.00 0.023 0.4 I I I I I Li I LI I I I I I I I I I I I (1 I H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK Bi CLUBHOUSE 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA lB ATTIC BBi AP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 23 0.0 0.0 5.40 150 13.3 Li 12.0 13.3 21.8 L2 1.000 T: 6.0 6.00 0.0 L 12.0 14.2 21.8 1.101 11.40 0.079 0.9 Pipe: 24 0.0 21.8 Li 11.00 150 14.2 L 12.0 14.2 -11.0 H2 1.000 ---- 0.00 0.0 G2 12.0 14.5 10.7 1.101 11.00 0.021 0.2 Pipe: 25 0.0 15.4 118 8.60 150 14.5 G2 12.0 14.5 10.7 L 1.000 T: 6.0 9.40 0.0 Gi 12.0 16.5 26.1 1.101 2R: 3.4 18.00 0.111 2.0 Pipe: 26 0.0 16.5 117 14.20 150 16.5 Gi 12.0 16.5 26.1 G2 1.000 T: 6.0 9.40 0.0 G 12.0 23.0 42.6 1.101 2R: 3.4 23.60 0.275 6.5 Pipe: 27 0.0 0.0 7.00 150 14.7 F2 18.0 14.7 30.5 iii 1.000 E: 2.5 2.50 2.6 Fl 12.0 18.7 30.5 1.101 9.50 0.149 1.4 Pipe: 28 4.20 13.2 Disch 25.00 150 9.9 111 18.0 9.9 17.3 112 1.000 3E: 7.5 7.50 0.0 F2 18.0 14.7 30.5 1.101 32.50 0.149 4.8 Pipe: 29 4.20 13.0 Disch 5.00 150 9.6 112 18.0 9.6 4.3 113 1.000 ---- 0.00 0.0 lii 18.0 9.9 17.3 1.101 5.00 0.052 0.3 Pipe: 30 4.20 13.0 Disch 6.00 150 9.6 113 18.0 9.6 -8.7 114 1.000 ---- 0.00 0.0 112 18.0 9.6 4.3 1.101 6.00 0.004 0.0 Pipe: 31 4.20 13.0 Disch 6.00 150 9.6 113 18.0 9.6 -4.3 112 1.000 ---- 0.00 0.0 114 18.0 9.7 8.7 1.101 6.00 0.015 0.1 Pipe: 32 4.20 13.1 Disch 1.50 150 9.7 114 18.0 9.7 8.7 113 1.000 E: 2.5 2.50 0.0 L2 18.0 10.0 21.8 1.101 4.00 0.079 0.3 Pipe: 33 0.0 0.0 7.00 150 10.0 L2 18.0 10.0 21.8 114 1.000 E: 2.5 2.50 2.6 Li 12.0 13.3 21.8 1.101 9.50 0.079 0.8 H I I I I I I I I I LI I I I I I I Ir- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017ARRY CREEK\10 -CALCS\C6679 QUARRY CREEK B1 CLUBHOUSE 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #1 CLUBHOUSE AREA lB ATTIC BB1 AP Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 34 4.20 16.6 Disch 6.20 150 15.6 115 13.0 15.6 0.0 1.000 E: 2.5 8.50 0.4 1-11 12.0 16.7 16.6 1.101 T: 6.0 14.70 0.048 0.7 Pipe: 35 4.20 15.5 Disch 6.20 150 13.6 116 13.0 13.6 0.0 1.000 E: 2.5 8.50 0.4 H2 12.0 14.6 15.5 1.101 T: 6.0 14.70 0.042 0.6 Pipe: 36 4.20 16.5 Disch 6.20 150 15.4 117 13.0 15.4 0.0 1.000 E: 2.5 8.50 0.4 Gi 12.0 16.5 16.5 1.101 T: 6.0 14.70 0.047 0.7 Pipe: 37 4.20 15.4 Disch 6.20 150 13.4 118 13.0 13.4 0.0 1.000 E: 2.5 8.50 0.4 G2 12.0 14.5 15.4 1.101 T: 6.0 14.70 0.042 0.6 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.179 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.5 ft/sec at pipe 20. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRi under full flow conditions is 127.86 psi with a flow of 289.02 gpm. NC 1 I I I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.11 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2 TYPE I AREA 1A REMOTE AREA LOCATION: B2-C/G4.0 OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 HAZARD OCCUPANCY DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 973.0 sq. ft. COVERAGE PER SPRINKLER: 130.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 8 * IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 250.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 403.4 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 153.4 gpm 8 63.5 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I I (Notes continue after pipe calculations results.) I I I I I I I I I I I I I I I I V WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm G A 112.( U G E P R 84.0 S S S U R 56.0 P S 28.0 -14 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A I NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. 8 PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) I SR2 128.6 72.3 3098.0 127.3 403.5 75.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 403.5 GPM I TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 153.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (FT) (PSI) (GPM) SR2 0.0 SOURCE 75.6 153.5 BF1 3.0 - - - - 74.3 - - - I BF2 3.0 - - - - 62.3 - - - BR2 0.0 - - - - 63.5 - - - TR2 9.0 - - - - 59.4 - - - • 1A 9.0 - - - - 57.2 - - - U lB 9.0 - - - - 57.2 - - - 1C 9.0 - - - - 57.2 - - - I 1D 1E 9.0 - - - - 9.0 - - - - 53.2 45.4 - - - - - - iF 9.0 - - - - 33.9 - - - 1G 9.0 - - - - 28.8 - - - 1H 9.0 - - - - 45.4 - - - I 11 9.0 - - - - 45.4 - - - 11 9.0 - - - - 45.4 - - - I 1K 1L 9.0 - - - - 9.0 - - - - 45.4 45.4 - - - - - - 1M 9.0 - - - - 45.4 - - - is 9.0 - - - - 31.3 - - - iT 9.0 - - - - 30.6 - - - I 1U 9.0 - - - - 27.5 - - - 1V 9.0 - - - - 27.2 - - - I 1W 11 9.0 - - - - 9.0 - - - - 35.0 13.2 - - - - - - 12 9.0 - - - - 11.9 - - - 13 9.0 - - - - 11.8 - - - 14 9.0 - - - - 12.2 - - - I 15 9.0 - - - - 12.9 - - - I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK P2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (FT) (PSI) (GPM) 16 9.0 - - - - 11.7 - - - 17 9.0 - - - - 11.6 - - - U 18 9.0 - - - - 12.0 - - - 101 9.0 K= 5.60 12.7 20.0 102 9.0 K= 5.60 11.5 19.0 103 9.0 K= 5.60 11.4 18.9 I 104 9.0 K= 5.60 11.7 19.2 105 9.0 K= 5.60 12.5 19.8 106 9.0 K= 5.60 11.3 18.8 I 107 9.0 K= 5.60 11.2 18.8 108 9.0 K= 5.60 11.5 19.0 I I I I I I Ii SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 74.3 BF1 3.0 74.3 153.5 BF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 75.6 153.5 6.080 G: 5.0 65.00 0.001 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device 3F2 3.0 62.3 153.4 BR2 12.0 psi, 153.4 gpm BF1 3.0 74.3 153.4 Pipe: 3 0.0 0.0 90.00 150 63.5 BR2 0.0 63.5 153.4 TR2 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 62.3 153.4 6.080 178.00 0.001 0.1 Pipe: 4 0.0 0.0 9.00 120 59.4 TR2 9.0 59.4 153.4 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 63.5 153.4 4.000 G: 1.9 20.63 0.008 0.2 Pipe: 5 0.0 0.0 21.00 150 57.2 1A 9.0 57.2 153.4 1D 2.500 2E:13.8 13.80 0.0 TR2 9.0 59.4 153.4 2.423 34.80 0.063 2.2 Pipe: 6 0.0 0.0 91.00 150 57.2 1A 9.0 57.2 0.0 2.000 2E:11.4 23.40 0.0 lB 9.0 57.2 0.0 2.003 T:12.0 114.40 0.000 0.0 Pipe: 7 0.0 0.0 5.00 150 57.2 lB 9.0 57.2 0.0 2.000 T:12.0 12.00 0.0 1C 9.0 57.2 0.0 2.003 17.00 0.000 0.0 Pipe: 8 0.0 0.0 13.00 150 53.2 1D 9.0 53.2 153.4 1E 2.000 T:12.0 12.00 0.0 1A 9.0 57.2 153.4 2.003 25.00 0.160 4.0 Pipe: 9 0.0 0.0 32.50 150 45.4 1E 9.0 45.4 153.4 1W 2.000 4R:16.0 16.00 0.0 1D 9.0 53.2 153.4 2.003 48.50 0.160 7.8 Pipe: 10 0.0 89.9 is 37.00 150 35.0 1W 9.0 35.0 63.5 iF 2.000 T:12.0 28.00 0.0 1E 9.0 45.4 153.4 2.003 4R:16.0 65.00 0.160 10.4 Pipe: ii 0.0 0.0 26.00 150 33.9 iF 9.0 33.9 63.5 1G 2.000 E: 5.7 9.70 0.0 1W 9.0 35.0 63.5 2.003 R: 4.0 35.70 0.031 1.1 Nc I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 28.8 1G 9.0 28.8 63.5 1U 2.000 2E:11.4 47.40 0.0 iF 9.0 33.9 63.5 2.003 9R:36.0 162.40 0.031 5.1 Pipe: 13 0.0 0.0 22.80 150 45.4 1E 9.0 45.4 0.0 2.000 T:12.0 20.00 0.0 1H 9.0 45.4 0.0 2.003 2R: 8.0 42.80 0.000 0.0 Pipe: 13A 0.0 0.0 8.50 150 45.4 1H 9.0 45.4 0.0 2.000 T:12.0 16.00 0.0 11 9.0 45.4 0.0 2.003 R: 4.0 24.50 0.000 0.0 Pipe: 14 0.0 0.0 5.50 150 45.4 11 9.0 45.4 0.0 2.000 T:12.0 16.00 0.0 1H 9.0 45.4 0.0 2.003 R: 4.0 21.50 0.000 0.0 Pipe: 15 0.0 0.0 13.00 150 45.4 11 9.0 45.4 0.0 2.000 R: 4.0 4.00 0.0 1K 9.0 45.4 0.0 2.003 17.00 0.000 0.0 Pipe: 16 0.0 0.0 8.00 150 45.4 1L 9.0 45.4 0.0 2.000 ---- 0.00 0.0 1K 9.0 45.4 0.0 2.003 8.00 0.000 0.0 Pipe: 17 0.0 0.0 7.80 150 45.4 1L 9.0 45.4 0.0 2.000 R: 4.0 4.00 0.0 iN 9.0 45.4 0.0 2.003 11.80 0.000 0.0 Pipe: 18 0.0 45.3 11 10.00 150 31.3 15 9.0 31.3 44.7 iT 1.500 T: 8.4 11.10 0.0 1W 9.0 35.0 89.9 1.598 R: 2.7 21.10 0.179 3.8 Pipe: 19 0.0 0.0 11.50 150 30.6 iT 9.0 30.6 44.7 15 1.500 R: 2.7 2.70 0.0 15 9.0 31.3 44.7 1.598 14.20 0.049 0.7 Pipe: 20 0.0 31.8 14 5.30 150 27.5 1U 9.0 27.5 31.7 1V 1.500 T: 8.4 8.40 0.0 1G 9.0 28.8 63.5 1.598 13.70 0.094 1.3 Pipe: 21 0.0 0.0 11.50 150 27.2 iv 9.0 27.2 31.7 18 1.500 ---- 0.00 0.0 1U 9.0 27.5 31.7 1.598 11.50 0.026 0.3 1 I I I I I I I r. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Diach Act ID (ft.) T Pf/ft. (Pf) Pipe: 22 0.0 20.0 101 2E: 5.0 42.50 150 13.2 11 9.0 13.2 25.3 12 1.000 T: 6.0 16.10 0.0 is 9.0 31.3 45.3 1.101 3R: 5.1 58.60 0.308 18.1 Pipe: 23 0.0 19.0 102 12.00 150 11.9 12 9.0 11.9 6.3 13 1.000 ---- 0.00 0.0 11 9.0 13.2 25.3 1.101 12.00 0.105 1.3 Pipe: 24 0.0 18.9 103 11.50 150 11.8 13 9.0 11.8 -12.6 14 1.000 ---- 0.00 0.0 12 9.0 11.9 6.3 1.101 11.50 0.008 0.1 Pipe: 25 0.0 18.9 103 11.60 150 11.8 13 9.0 11.8 -6.3 12 1.000 ---- 0.00 0.0 14 9.0 12.2 12.6 1.101 11.60 0.029 0.3 Pipe: 26 0.0 19.2 104 2E: 5.0 74.50 150 12.2 14 9.0 12.2 12.6 13 1.000 T: 6.0 21.20 0.0 1U 9.0 27.5 31.8 1.101 6R:10.2 95.70 0.161 15.4 Pipe: 27 0.0 19.8 105 2E: 5.0 42.50 150 12.9 15 9.0 12.9 24.9 16 1.000 T: 6.0 16.10 0.0 iT 9.0 30.6 44.7 1.101 3R: 5.1 58.60 0.301 17.6 Pipe: 28 0.0 18.8 106 12.00 150 11.7 16 9.0 11.7 6.1 17 1.000 ---- 0.00 0.0 15 9.0 12.9 24.9 1.101 12.00 0.102 1.2 Pipe: 29 0.0 18.8 107 11.50 150 11.6 17 9.0 11.6 -12.7 18 1.000 ---- 0.00 0.0 16 9.0 11.7 6.1 1.101 11.50 0.007 0.1 Pipe: 30 0.0 18.8 107 11.60 150 11.6 17 9.0 11.6 -6.1 16 1.000 ---- 0.00 0.0 18 9.0 12.0 12.7 1.101 11.60 0.029 0.3 Pipe: 31 0.0 19.0 108 2E: 5.0 74.50 150 12.0 18 9.0 12.0 12.7 17 1.000 T: 6.0 21.20 0.0 iv 9.0 27.2 31.7 1.101 6R:10.2 95.70 0.160 15.3 Pipe: 32 5.60 20.0 Disch 1.00 150 12.7 101 9.0 12.7 0.0 1.000 T: 6.0 6.00 0.0 11 9.0 13.2 20.0 1.101 7.00 0.068 0.5 I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 33 5.60 19.0 Disch 1.00 150 11.5 102 9.0 11.5 0.0 1.000 T: 6.0 6.00 0.0 12 9.0 11.9 19.0 1.101 7.00 0.062 0.4 Pipe: 34 5.60 18.9 Disch 1.00 150 11.4 103 9.0 11.4 0.0 1.000 T: 6.0 6.00 0.0 13 9.0 11.8 18.9 1.101 7.00 0.061 0.4 Pipe: 35 5.60 19.2 Disch 1.00 150 11.7 104 9.0 11.7 0.0 1.000 T: 6.0 6.00 0.0 14 9.0 12.2 19.2 1.101 7.00 0.063 0.4 Pipe: 36 5.60 19.8 Disch 1.00 150 12.5 105 9.0 12.5 0.0 1.000 T: 6.0 6.00 0.0 15 9.0 12.9 19.8 1.101 7.00 0.067 0.5 Pipe: 37 5.60 18.8 Disch 1.00 150 11.3 106 9.0 11.3 0.0 1.000 T: 6.0 6.00 0.0 16 9.0 11.7 18.8 1.101 7.00 0.061 0.4 Pipe: 38 5.60 18.8 Disch 1.00 150 11.2 107 9.0 11.2 0.0 1.000 T: 6.0 6.00 0.0 17 9.0 11.6 18.8 1.101 7.00 0.060 0.4 Pipe: 39 5.60 19.0 Disch 1.00 150 11.5 108 9.0 11.5 0.0 1.000 T: 6.0 6.00 0.0 18 9.0 12.0 19.0 1.101 7.00 0.062 0.4 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.091 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.6 ft/sec at pipe 8. [I I I I I I [1 I I I LU SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 1A Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR2 under full flow conditions is 126.89 psi with a flow of 463.32 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.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 DPVlv NPTee 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) K T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 2.423 3.10 6.90 14.70 4.90 2.00 21.00 2.00 I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.11 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2 TYPE I AREA lB REMOTE AREA LOCATION: A2 CLUB OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 1385.0 sq. ft. COVERAGE PER SPRINKLER: 210.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 11 * IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 343.0 gpm FLOW AND PRESSURE (AT BASE OF RISER): 243.0 gpm @ 79.1 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by BASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I Li I I I I 1 I I I I I I 1 I I I I 1 1 [1 I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/6/2017RY CREEK\10 —CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB 0 0 H 0 0 0 0 (N • • 0 H (0 co • H H co LI) (N 0 CflC/)0Cl) QU)H --- a) 0 0 U) U) a) H 4 C U)-) C 4J U) -H a)-) HO C oa) (4 44 E U) (o Ow H4-J (aU) a) 0U) 00 00 Cl U) : 0 Ujca 0 H U) 00 -H C U) U) U) Ow -H cL a) 4J co a) -H U) cCll) 00 H (N a) -0 0 z E Q i-I, oll -H U) H I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SR2 128.6 72.3 3098.0 127.6 343.0 91.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 343.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 243.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR2 0.0 SOURCE 91.5 243.0 SF1 3.0 - - - - 90.1 - - - BF2 3.0 - - - - 78.1 - - - 3R2 0.0 - - - - 79.1 - - - TR2 9.0 - - - - 74.8 - - - 1A 9.0 - - - - 69.6 - - - lB 9.0 - - - - 69.6 - - - 1C 9.0 - - - - 69.6 - - - 1D 9.0 - - - - 60.2 - - - 1E 9.0 - - - - 42.1 - - - iF 9.0 - - - - 42.1 - - - 1G 9.0 - - - - 42.1 - - - 1H 9.0 - - - - 26.1 - - - 11 9.0 - - - - 24.9 - - - 11 9.0 - - - - 22.1 - - - 1K 9.0 - - - - 20.7 - - - 1L 9.0 - - - - 20.4 - - - iN 9.0 - - - - 20.4 - - - iN 9.0 - - - - 14.6 - - - 10 9.0 - - - - 14.4 - - - 1P 9.0 - - - - 14.4 - - - 1Q 9.0 - - - - 15.1 - - - 1R 9.0 - - - - 16.2 - - - 1W 9.0 - - - - 42.1 - - - 21 9.0 - - - - 22.6 - - - 22 9.0 - - - - 16.6 - - - 23 9.0 - - - - 14.6 - - - 24 9.0 - - - - 17.0 - - - I I [1 I 1 I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 13 CLUB NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 25 9.0 - - - - 14.6 - - - 26 9.0 - - - - 14.4 - - - 27 9.0 - - - - 16.3 - - - 28 9.0 - - - - 14.5 - - - 29 9.0 - - - - 14.4 - - - 30 9.0 - - - - 15.7 - - - 31 9.0 - - - - 15.1 - - - 121 8.5 K= 5.60 22.0 26.3 122 8.5 K= 5.60 16.2 22.5 123 8.5 K= 5.60 14.3 21.2 124 8.5 K= 5.60 16.6 22.8 125 8.5 K= 5.60 14.3 21.2 126 8.5 K= 5.60 14.1 21.0 127 8.5 K= 5.60 15.9 22.4 128 8.5 K= 5.60 14.2 21.1 129 8.5 K= 5.60 14.1 21.0 130 8.5 K= 5.60 15.4 22.0 131 8.5 K= 5.60 14.8 21.5 I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 90.1 BF1 3.0 90.1 243.0 BF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 91.5 243.0 6.080 G: 5.0 65.00 0.002 0.1 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 78.1 243.0 BR2 12.0 psi, 243.0 gpm BF1 3.0 90.1 243.0 Pipe: 3 0.0 0.0 90.00 150 79.1 BR2 0.0 79.1 243.0 TR2 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 78.1 243.0 6.080 178.00 0.002 0.3 Pipe: 4 0.0 0.0 9.00 120 74.8 TR2 9.0 74.8 243.0 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 79.1 243.0 4.000 G: 1.9 20.63 0.019 0.4 Pipe: 5 0.0 0.0 21.00 150 69.6 1A 9.0 69.6 243.0 1D 2.500 2E:13.8 13.80 0.0 TR2 9.0 74.8 243.0 2.423 34.80 0.148 5.2 Pipe: 6 0.0 0.0 91.00 150 69.6 1A 9.0 69.6 0.0 2.000 2E:11.4 23.40 0.0 lB 9.0 69.6 0.0 2.003 T:12.0 114.40 0.000 0.0 Pipe: 7 0.0 0.0 5.00 150 69.6 lB 9.0 69.6 0.0 2.000 T:12.0 12.00 0.0 1C 9.0 69.6 0.0 2.003 17.00 0.000 0.0 Pipe: 8 0.0 0.0 13.00 150 60.2 1D 9.0 60.2 243.0 1E 2.000 T:12.0 12.00 0.0 1A 9.0 69.6 243.0 2.003 25.00 0.374 9.4 Pipe: 9 0.0 0.0 32.50 150 42.1 1E 9.0 42.1 243.0 1H 2.000 4R:16.0 16.00 0.0 1D 9.0 60.2 243.0 2.003 48.50 0.374 18.2 Pipe: 10 0.0 0.0 37.00 150 42.1 1E 9.0 42.1 0.0 2.000 T:12.0 28.00 0.0 1W 9.0 42.1 0.0 2.003 4R:16.0 65.00 0.000 0.0 Pipe: 11 0.0 0.0 26.00 150 42.1 1W 9.0 42.1 0.0 2.000 E: 5.7 9.70 0.0 iF 9.0 42.1 0.0 2.003 R: 4.0 35.70 0.000 0.0 I I I I I I I I I 1 I I I I I I I I I I Nc SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QJARRY CREEK APTS BLDG #2 TYPE I AREA 15 CLUB Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 42.1 iF 9.0 42.1 0.0 2.000 2E:11.4 47.40 0.0 1G 9.0 42.1 0.0 2.003 9R:36.0 162.40 0.000 0.0 Pipe: 13 0.0 164.6 1J 22.80 150 26.1 1H 9.0 26.1 78.4 11 2.000 T:12.0 20.00 0.0 1E 9.0 42.1 243.0 2.003 2R: 8.0 42.80 0.374 16.0 Pipe: 14 0.0 42.9 21 8.50 150 24.9 11 9.0 24.9 35.5 21 2.000 T:12.0 16.00 0.0 15 9.0 26.1 78.4 2.003 R: 4.0 24.50 0.046 1.1 Pipe: 15 0.0 54.3 24 5.50 150 22.1 1J 9.0 22.1 110.3 1K 2.000 T:12.0 16.00 0.0 1H 9.0 26.1 164.6 2.003 R: 4.0 21.50 0.182 3.9 Pipe: 16 0.0 49.7 27 13.00 150 20.7 1K 9.0 20.7 60.6 1L 2.000 R: 4.0 4.00 0.0 1J 9.0 22.1 110.3 2.003 17.00 0.087 1.5 Pipe: 17 0.0 39.0 30 8.00 150 20.4 1L 9.0 20.4 21.6 1M 2.000 ---- 0.00 0.0 1K 9.0 20.7 60.6 2.003 8.00 0.029 0.2 Pipe: 18 0.0 0.0 7.80 150 20.4 1M 9.0 20.4 21.6 1R 2.000 R: 4.0 4.00 0.0 1L 9.0 20.4 21.6 2.003 11.80 0.004 0.1 Pipe: 19 0.0 26.3 121 5.90 150 22.6 21 9.0 22.6 52.1 22 1.000 T: 6.0 6.00 0.0 11 9.0 24.9 35.5 1.101 11.90 0.197 2.3 Pipe: 20 0.0 10.7 26 14.00 150 14.4 10 9.0 14.4 -2.4 1P 1.000 E: 2.5 2.50 0.0 1N 9.0 14.6 8.4 1.101 16.50 0.014 0.2 Pipe: 21 0.0 10.7 26 14.00 150 14.4 10 9.0 14.4 -8.4 iN 1.000 T: 6.0 6.00 0.0 1P 9.0 14.4 2.4 1.101 20.00 0.001 0.0 Pipe: 22 0.0 14.8 29 8.00 150 14.4 1P 9.0 14.4 2.4 10 1.000 T: 6.0 6.00 0.0 1Q 9.0 15.1 17.1 1.101 14.00 0.051 0.7 I I [--1 I I I [1 I I 1 I I I I I I I I I ( Nc SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 23 0.0 26.3 121 5.90 150 22.6 21 9.0 22.6 52.1 22 1.000 E: 2.5 2.50 0.0 11 9.0 24.9 42.9 1.101 8.40 0.279 2.3 Pipe: 24 0.0 22.5 122 15.00 150 16.6 22 9.0 16.6 29.5 23 1.000 ---- 0.00 0.0 21 9.0 22.6 52.1 1.101 15.00 0.400 6.0 Pipe: 25 0.0 21.2 123 14.00 150 14.6 23 9.0 14.6 8.4 iN 1.000 ---- 0.00 0.0 22 9.0 16.6 29.5 1.101 14.00 0.140 2.0 Pipe: 26 0.0 0.0 1.00 150 14.6 iN 9.0 14.6 8.4 10 1.000 ---- 0.00 0.0 23 9.0 14.6 8.4 1.101 1.00 0.014 0.0 Pipe: 27 0.0 22.8 124 5.90 150 17.0 24 9.0 17.0 31.5 25 1.000 T: 6.0 6.00 0.0 1J 9.0 22.1 54.3 1.101 11.90 0.432 5.1 Pipe: 28 0.0 21.2 125 15.00 150 14.6 25 9.0 14.6 10.3 26 1.000 ---- 0.00 0.0 24 9.0 17.0 31.5 1.101 15.00 0.157 2.4 Pipe: 29 0.0 21.0 126 14.00 150 14.4 26 9.0 14.4 -10.7 10 1.000 ---- 0.00 0.0 25 9.0 14.6 10.3 1.101 14.00 0.020 0.3 Pipe: 30 0.0 21.0 126 1.00 150 14.4 26 9.0 14.4 -10.3 25 1.000 ---- 0.00 0.0 10 9.0 14.4 10.7 1.101 1.00 0.022 0.0 Pipe: 31 0.0 22.4 127 5.90 150 16.3 27 9.0 16.3 27.3 28 1.000 T: 6.0 6.00 0.0 1K 9.0 20.7 49.7 1.101 11.90 0.366 4.4 Pipe: 32 0.0 21.1 128 15.00 150 14.5 28 9.0 14.5 6.2 29 1.000 ---- 0.00 0.0 27 9.0 16.3 27.3 1.101 15.00 0.121 1.8 Pipe: 33 0.0 21.0 129 14.00 150 14.4 29 9.0 14.4 -14.8 1P 1.000 ---- 0.00 0.0 28 9.0 14.5 6.2 1.101 14.00 0.008 0.1 Nc SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 34 0.0 21.0 129 1.00 150 14.4 29 9.0 14.4 -6.2 28 1.000 ---- 0.00 0.0 1P 9.0 14.4 14.8 1.101 1.00 0.039 0.0 Pipe: 35 0.0 22.0 130 14.00 150 15.7 30 9.0 15.7 17.0 31 1.000 T: 6.0 6.00 0.0 1L 9.0 20.4 39.0 1.101 20.00 0.234 4.7 Pipe: 36 0.0 21.5 131 13.00 150 15.1 31 9.0 15.1 -4.5 1Q 1.000 ---- 0.00 0.0 30 9.0 15.7 17.0 1.101 13.00 0.051 0.7 Pipe: 37 0.0 21.5 131 10.00 150 15.1 31 9.0 15.1 -17.0 30 1.000 ---- 0.00 0.0 1Q 9.0 15.1 4.5 1.101 10.00 0.004 0.0 Pipe: 38 0.0 4.5 31 7.80 150 15.1 lQ 9.0 15.1 17.1 lP 1.000 T: 6.0 6.00 0.0 1R 9.0 16.2 21.6 1.101 13.80 0.078 1.1 Pipe: 39 0.0 0.0 36.00 150 16.2 1R 9.0 16.2 21.6 1Q 1.000 2T:12.0 17.10 0.0 iN 9.0 20.4 21.6 1.101 3R: 5.1 53.10 0.078 4.2 Pipe: 40 5.60 26.3 Disch 1.00 150 22.0 121 8.5 22.0 0.0 1.000 T: 6.0 6.00 -0.2 21 9.0 22.6 26.3 1.101 7.00 0.113 0.8 Pipe: 41 5.60 22.5 Disch 1.00 150 16.2 122 8.5 16.2 0.0 1.000 T: 6.0 6.00 -0.2 22 9.0 16.6 22.5 1.101 7.00 0.085 0.6 Pipe: 42 5.60 21.2 Disch 1.00 150 14.3 123 8.5 14.3 0.0 1.000 T: 6.0 6.00 -0.2 23 9.0 14.6 21.2 1.101 7.00 0.076 0.5 Pipe: 43 5.60 22.8 Disch 1.00 150 16.6 124 8.5 16.6 0.0 1.000 T: 6.0 6.00 -0.2 24 9.0 17.0 22.8 1.101 7.00 0.087 0.6 Pipe: 44 5.60 21.2 Disch 1.00 150 14.3 125 8.5 14.3 0.0 1.000 T: 6.0 6.00 -0.2 25 9.0 14.6 21.2 1.101 7.00 0.076 0.5 I 1 I I I I I I I I I I I 1 Li I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA lB CLUB Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 45 5.60 21.0 Disch 1.00 150 14.1 126 8.5 14.1 0.0 1.000 T: 6.0 6.00 -0.2 26 9.0 14.4 21.0 1.101 7.00 0.074 0.5 Pipe: 46 5.60 22.4 Disch 1.00 150 15.9 127 8.5 15.9 0.0 1.000 T: 6.0 6.00 -0.2 27 9.0 16.3 22.4 1.101 7.00 0.084 0.6 Pipe: 47 5.60 21.1 Disch 1.00 150 14.2 128 8.5 14.2 0.0 1.000 T: 6.0 6.00 -0.2 28 9.0 14.5 21.1 1.101 7.00 0.075 0.5 Pipe: 48 5.60 21.0 Disch 1.00 150 14.1 129 8.5 14.1 0.0 1.000 T: 6.0 6.00 -0.2 29 9.0 14.4 21.0 1.101 7.00 0.074 0.5 Pipe: 49 5.60 22.0 Disch 1.00 150 15.4 130 8.5 15.4 0.0 1.000 T: 6.0 6.00 -0.2 30 9.0 15.7 22.0 1.101 7.00 0.081 0.6 Pipe: 50 5.60 21.5 Disch 1.00 150 14.8 131 8.5 14.8 0.0 1.000 T: 6.0 6.00 -0.2 31 9.0 15.1 21.5 1.101 7.00 0.078 0.5 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.066 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 24.7 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. M I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.12 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2TYPEI AREA 2A REMOTE AREA LOCATION: UNIT B1-A OCCUPANCY CLASSIFICATION: RESIDENTIAL LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 534.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO RESD LHII K4.9 NUMBER OF SPRINKLERS CALCULATED: 7 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 203.7 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 103.7 gpm 8 73.4 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I I I I I I I I I I I I I I I I ( WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm G A 112.( U G E P R 84.0 F S S U R E 56.0 p 5 28.0 -14 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I U SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT B1-A I NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 5R2 128.6 72.3 3098.0 128.2 203.8 85.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 203.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM I OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (PT) (PSI) (GPM) SR2 0.0 SOURCE 85.5 103.8 EEl 3.0 - - - - 84.2 - - - I BF2 3.0 - - - - 72.2 - - - BR2 0.0 - - - - 73.4 - - - TR2 9.0 - - - - 69.5 - - - • 1A 9.0 - - - - 67.0 - - - lB 9.0 - - - - 66.7 - - - 1C 9.0 - - - - 66.7 - - - 10 9.0 - - - - 65.5 - - - I 1E 9.0 - - - - 63.3 - - - iF 9.0 - - - - 59.3 - - - 1G 9.0 - - - - 57.0 1H 9.0 - - - - 63.3 I ii 9.0 - - - - 63.3 - - - 11 9.0 - - - - 63.3 1K 9.0 - - - - 63.3 I lL 9.0 - - - - 63.3 - - - 1M 9.0 - - - - 63.3 - - - 1W 9.0 - - - - 60.7 - - - 1C1 9.0 - - - - 66.7 - - - I 101 9.0 - - - - 65.4 - - - 1F1 9.0 - - - - 59.1 - - - 1G1 9.0 - - - - 56.7 - - - I 1M1 9.0 - - - - 63.3 - - - 2A1 19.0 - - - - 60.9 - - - 2C1 19.0 - - - - 62.2 - - - 2F1 19.0 - - - - 54.1 - - - I 2G1 19.0 - - - - 51.3 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT 31-A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 2M1 19.0 - - - - 58.9 - - - 2A 19.0 - - - - 60.8 - - - 2B 19.0 - - - - 61.4 - - - 2C 19.0 - - - - 61.6 - - - 2D 19.0 - - - - 58.8 - - - 2E 19.0 - - - - 58.8 - - - 2F 19.0 - - - - 53.7 - - - 2G 19.0 - - - - 51.6 - - - 2H 19.0 - - - - 43.8 - - - 2J 19.0 - - - - 43.3 - - - 21 19.0 - - - - 29.6 - - - 22 19.0 - - - - 28.8 - - - 23 19.0 - - - - 28.9 - - - 24 19.0 - - - - 30.9 - - - 201 19.0 K= 4.90 28.1 26.0 202 19.0 K= 4.90 27.3 25.6 203 19.0 K= 4.90 27.4 25.6 204 19.0 K= 4.90 29.3 26.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT B1 -A NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 84.2 BF1 3.0 84.2 103.8 SF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 85.5 103.8 6.080 G: 5.0 65.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device SF2 3.0 72.2 103.7 BR2 12.0 psi, 103.7 gpm SF1 3.0 84.2 103.7 Pipe: 3 0.0 0.0 90.00 150 73.4 5R2 0.0 73.4 103.7 TR2 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 72.2 103.7 6.080 178.00 0.000 0.1 Pipe: 4 0.0 0.0 9.00 120 69.5 TR2 9.0 69.5 103.7 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 73.4 103.7 4.000 G: 1.9 20.63 0.004 0.1 Pipe: 5 0.0 90.2 1D 21.00 150 67.0 1A 9.0 67.0 13.5 lB 2.000 2E:11.4 11.40 0.0 TR2 9.0 69.5 103.7 2.003 32.40 0.078 2.5 Pipe: 6 0.0 0.0 91.00 150 66.7 lB 9.0 66.7 13.5 1C 2.000 2E:11.4 23.40 0.0 1A 9.0 67.0 13.5 2.003 T:12.0 114.40 0.002 0.2 Pipe: 7 0.0 0.0 5.00 150 66.7 1C 9.0 66.7 13.5 1C1 2.000 T:12.0 12.00 0.0 lB 9.0 66.7 13.5 2.003 17.00 0.002 0.0 Pipe: 8 0.0 13.4 1D1 13.00 150 65.5 1D 9.0 65.5 76.8 1E 2.000 T:12.0 12.00 0.0 1A 9.0 67.0 90.2 2.003 25.00 0.060 1.5 Pipe: 9 0.0 4.3 lB 32.50 150 63.3 1E 9.0 63.3 72.5 1W 2.000 4R:16.0 16.00 0.0 1D 9.0 65.5 76.8 2.003 48.50 0.044 2.2 Pipe: 10 0.0 0.0 37.00 150 60.7 1W 9.0 60.7 72.5 iF 2.000 T:12.0 28.00 0.0 1E 9.0 63.3 72.5 2.003 4R:16.0 65.00 0.040 2.6 Pipe: 11 0.0 31.0 1F1 26.00 150 59.3 iF 9.0 59.3 41.5 1G 2.000 E: 5.7 9.70 0.0 1W 9.0 60.7 72.5 2.003 R: 4.0 35.70 0.040 1.4 I I I I I 1 I I I I I I I [1 I I I I Nc I I [1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT B1 -A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 57.0 1G 9.0 57.0 41.5 1G1 2.000 2E:11.4 47.40 0.0 1F 9.0 59.3 41.5 2.003 9R:36.0 162.40 0.014 2.3 Pipe: 13 0.0 0.0 22.80 150 63.3 lH 9.0 63.3 4.3 1J 2.000 T:12.0 20.00 0.0 1E 9.0 63.3 4.3 2.003 2R: 8.0 42.80 0.000 0.0 Pipe: 14 0.0 0.0 8.50 150 63.3 1H 9.0 63.3 0.0 2.000 T:12.0 16.00 0.0 11 9.0 63.3 0.0 2.003 R: 4.0 24.50 0.000 0.0 Pipe: 15 0.0 0.0 5.50 150 63.3 1J 9.0 63.3 4.3 1K 2.000 T:12.0 16.00 0.0 1H 9.0 63.3 4.3 2.003 R: 4.0 21.50 0.000 0.0 Pipe: 16 0.0 0.0 13.00 150 63.3 1K 9.0 63.3 4.3 1L 2.000 R: 4.0 4.00 0.0 1J 9.0 63.3 4.3 2.003 17.00 0.000 0.0 Pipe: 17 0.0 0.0 8.00 150 63.3 1L 9.0 63.3 4.3 iN 2.000 0.00 0.0 1K 9.0 63.3 4.3 2.003 8.00 0.000 0.0 Pipe: 18 0.0 0.0 7.80 150 63.3 iN 9.0 63.3 4.3 1M1 2.000 R: 4.0 4.00 0.0 1L 9.0 63.3 4.3 2.003 11.80 0.000 0.0 Pipe: 19 0.0 0.0 2.50 150 66.7 1C1 9.0 66.7 13.5 2C1 2.000 T:12.0 12.00 0.0 1C 9.0 66.7 13.5 2.003 14.50 0.002 0.0 Pipe: 20 0.0 0.0 9.50 150 65.4 1D1 9.0 65.4 13.4 2A1 2.000 T:12.0 12.00 0.0 1D 9.0 65.5 13.4 2.003 21.50 0.002 0.0 Pipe: 21 0.0 0.0 3.30 150 59.1 1F1 9.0 59.1 31.0 2F1 2.000 T:12.0 12.00 0.0 iF 9.0 59.3 31.0 2.003 15.30 0.008 0.1 Pipe: 22 0.0 0.0 3.60 150 56.7 1G1 9.0 56.7 41.5 2G1 2.000 T:12.0 12.00 0.0 1G 9.0 57.0 41.5 2.003 15.60 0.014 0.2 I I Li I I I I I I 1 1 I I 1 I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT 31-A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 22A 0.0 0.0 3.50 150 63.3 1M1 9.0 63.3 4.3 2M1 2.000 2E:11.4 11.40 0.0 1M 9.0 63.3 4.3 2.003 14.90 0.000 0.0 Pipe: 23 0.0 0.0 10.00 150 60.9 2A1 19.0 60.9 13.4 2A 1.250 E: 3.8 3.80 4.3 1D1 9.0 65.4 13.4 1.394 13.80 0.010 0.1 Pipe: 24 0.0 0.0 10.00 150 62.2 2C1 19.0 62.2 13.5 2C 1.250 E: 3.8 3.80 4.3 1C1 9.0 66.7 13.5 1.394 13.80 0.010 0.1 Pipe: 25 0.0 0.0 10.00 150 54.1 2F1 19.0 54.1 31.0 2F 1.250 E: 3.8 3.80 4.3 1F1 9.0 59.1 31.0 1.394 13.80 0.048 0.7 Pipe: 26 0.0 0.0 10.00 150 51.3 2G1 19.0 51.3 41.5 2J 1.250 E: 3.8 3.80 4.3 1G1 9.0 56.7 41.5 1.394 13.80 0.083 1.1 Pipe: 27 0.0 0.0 10.00 150 58.9 2M1 19.0 58.9 4.3 2E 1.250 E: 3.8 3.80 4.3 1M1 9.0 63.3 4.3 1.394 13.80 0.001 0.0 Pipe: 28 0.0 26.9 2D 9.50 150 60.8 2A 19.0 60.8 -13.5 23 1.250 E: 3.8 3.80 0.0 2A1 19.0 60.9 13.4 1.394 13.30 0.010 0.1 Pipe: 29 0.0 26.9 2D 42.00 150 60.8 2A 19.0 60.8 -13.4 2A1 1.250 T: 7.3 18.80 0.0 2B 19.0 61.4 13.5 1.394 5R:11.5 60.80 0.010 0.6 Pipe: 30 0.0 0.0 14.50 150 61.4 23 19.0 61.4 13.5 2A 1.250 ---- 0.00 0.0 2C 19.0 61.6 13.5 1.394 14.50 0.010 0.2 Pipe: 31 0.0 0.0 41.00 150 61.6 2C 19.0 61.6 13.5 2B 1.250 2E: 7.6 19.10 0.0 2C1 19.0 62.2 13.5 1.394 5R:11.5 60.10 0.010 0.6 Pipe: 32 0.0 31.3 2F 35.00 150 58.8 2D 19.0 58.8 -4.3 2E 1.250 T: 7.3 18.80 0.0 2A 19.0 60.8 26.9 1.394 5R:11.5 53.80 0.037 2.0 I I I I [1 I I I I I I I I I Nc I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT Bl-A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pfi'ft. (Pf) Pipe: 33 0.0 31.3 2F 21.50 150 58.8 2D 19.0 58.8 -26.9 2A 1.250 T: 7.3 11.90 0.0 2E 19.0 58.8 4.3 1.394 2R: 4.6 33.40 0.001 0.0 Pipe: 34 0.0 0.0 3E:11.4 45.00 150 58.8 2E 19.0 58.8 4.3 2D 1.250 T: 7.3 25.60 0.0 2M1 19.0 58.9 4.3 1.394 3R: 6.9 70.60 0.001 0.1 Pipe: 35 0.0 62.3 2G E: 3.8 71.00 150 53.7 2F 19.0 53.7 -31.0 2F1 1.250 T: 7.3 31.80 0.0 2D 19.0 58.8 31.3 1.394 9R:20.7 102.80 0.049 5.1 Pipe: 36 0.0 62.3 2G 5.00 150 53.7 2F 19.0 53.7 -31.3 2D 1.250 E: 3.8 3.80 0.0 2F1 19.0 54.1 31.0 1.394 8.80 0.048 0.4 Pipe: 37 0.0 0.0 5.00 150 51.6 2G 19.0 51.6 62.3 2H 1.250 T: 7.3 7.30 0.0 2F 19.0 53.7 62.3 1.394 12.30 0.176 2.2 Pipe: 38 0.0 45.8 21 37.00 150 43.8 2H 19.0 43.8 16.4 2J 1.250 3R: 6.9 6.90 0.0 2G 19.0 51.6 62.3 1.394 43.90 0.176 7.7 Pipe: 39 0.0 57.9 24 25.00 150 43.3 2J 19.0 43.3 -41.5 2G1 1.250 3R: 6.9 6.90 0.0 2H 19.0 43.8 16.4 1.394 31.90 0.015 0.5 Pipe: 40 0.0 57.9 24 65.50 150 43.3 2J 19.0 43.3 -16.4 2H 1.250 3E:11.4 29.80 0.0 2G1 19.0 51.3 41.5 1.394 8R:18.4 95.30 0.083 7.9 Pipe: 41 0.0 26.0 201 K: 2.5 26.50 150 29.6 21 19.0 29.6 19.9 22 1.000 T: 6.0 18.70 0.0 2H 19.0 43.8 45.8 1.101 6R:10.2 45.20 0.316 14.3 Pipe: 42 0.0 25.6 202 9.50 150 28.8 22 19.0 28.8 -5.7 23 1.000 R: 1.7 1.70 0.0 21 19.0 29.6 19.9 1.101 11.20 0.067 0.8 Pipe: 43 0.0 25.6 202 9.50 150 28.8 22 19.0 28.8 -19.9 21 1.000 ---- 0.00 0.0 23 19.0 28.9 5.7 1.101 9.50 0.007 0.1 I I I I I 1 I I I 1 I I I 1 I Nc I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2A UNIT P1-A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 44 0.0 25.6 203 10.50 150 28.9 23 19.0 28.9 5.7 22 1.000 E: 2.5 2.50 0.0 24 19.0 30.9 31.4 1.101 13.00 0.156 2.0 Pipe: 45 0.0 26.5 204 16.20 150 30.9 24 19.0 30.9 31.4 23 1.000 T: 6.0 9.40 0.0 21 19.0 43.3 57.9 1.101 2R: 3.4 25.60 0.486 12.4 Pipe: 46 4.90 26.0 Disch 4.20 150 28.1 201 19.0 28.1 0.0 1.000 E: 2.5 8.50 0.0 21 19.0 29.6 26.0 1.101 T: 6.0 12.70 0.110 1.4 Pipe: 47 4.90 25.6 Disch 5.50 150 27.3 202 19.0 27.3 0.0 1.000 E: 2.5 8.50 0.0 22 19.0 28.8 25.6 1.101 T: 6.0 14.00 0.107 1.5 Pipe: 48 4.90 25.6 Disch 5.50 150 27.4 203 19.0 27.4 0.0 1.000 E: 2.5 8.50 0.0 23 19.0 28.9 25.6 1.101 T: 6.0 14.00 0.108 1.5 Pipe: 49 4.90 26.5 Disch 5.50 150 29.3 204 19.0 29.3 0.0 1.000 E: 2.5 8.50 0.0 24 19.0 30.9 26.5 1.101 T: 6.0 14.00 0.115 1.6 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.112 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.5 ft/sec at pipe 45. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I I I I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.13 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2TYPEI AREA 3B REMOTE AREA LOCATION: A2-B-R ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. I AREA OF APPLICATION: 458.0 sq. ft. I COVERAGE PER SPRINKLER: 256.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO RESD LFII K4.9 NUMBER OF SPRINKLERS CALCULATED: 4 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 203.0 gpm FLOW AND PRESSURE (AT BASE OF RISER) : 103.0 gpm 8 58.3 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR I Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 ' Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT I NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. I (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I p S 28.0 -14. G A 112.( U G E P R 84.0 E S S U R E 56.0 - - - - - - - - - - - - - - - - WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 23.SDF JOB TITLE: QUARRY CREEK APTS BLDG 42 TYPE I AREA 2BA UNIT A2-B-R NFPA 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) SR2 128.6 72.3 3098.0 128.2 203.0 70.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 203.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR2 0.0 SOURCE 70.4 103.0 BF1 3.0 - - - - 69.1 - - - 3F2 3.0 - - - - 57.1 - - - 3R2 0.0 - - - - 58.3 - - - TR2 9.0 - - - - 54.3 - - - 1A 9.0 - - - - 51.9 - - - lB 9.0 - - - - 49.7 - - - 1C 9.0 - - - - 49.3 - - - 1D 9.0 - - - - 51.3 1E 9.0 - - - - 51.1 - - - iF 9.0 - - - - 51.0 - - - 1G 9.0 - - - - 51.0 - - - 1H 9.0 - - - - 51.1 - - - 11 9.0 - - - - 51.1 - - - 11 9.0 - - - - 51.1 - - - 1K 9.0 - - - - 51.0 - - - 1L 9.0 - - - - 51.0 - - - 1M 9.0 - - - - 51.0 - - - 1W 9.0 - - - - 51.1 - - 1C1 9.0 - - - - 49.1 - - - 1D1 9.0 - - - - 51.0 - - - 1F1 9.0 - - - - 51.0 - - - 1G1 9.0 - - - - 51.0 - - - 1M1 9.0 - - - - 51.0 - - - 2A1 19.0 - - - - 45.9 - - - 2C1 19.0 - - - - 43.2 - - - 2F1 19.0 - - - - 46.6 - - - 2G1 19.0 - - - - 46.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 2M1 19.0 - - - - 46.6 - - - 2A 19.0 - - - - 45.0 - - - 2B 19.0 - - - - 36.7 - - - 2C 19.0 - - - - 36.4 - - - 2D 19.0 - - - - 46.1 - - - 2E 19.0 - - - - 46.2 - - - 2F 19.0 - - - - 46.6 - - - 2G 19.0 - - - - 46.6 - - - 2H 19.0 - - - - 46.6 - - - 21 19.0 - - - - 46.6 - - - 25 19.0 - - - - 29.3 - - - 26 19.0 - - - - 28.0 - - - 27 19.0 - - - - 28.5 - - - 28 19.0 - - - - 28.8 - - - 205 19.0 K= 4.90 27.9 25.9 206 19.0 K= 4.90 27.6 25.8 207 19.0 K= 4.90 27.8 25.8 208 19.0 K= 4.90 27.3 25.6 I I I I I I I Li I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 2B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 69.1 BF1 3.0 69.1 103.0 BF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 70.4 103.0 6.080 G: 5.0 65.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 57.1 103.0 BR2 12.0 psi, 103.0 gpm BF1 3.0 69.1 103.0 Pipe: 3 0.0 0.0 90.00 150 58.3 3R2 0.0 58.3 103.0 TR2 E6.000 4E:88.0 88.00 -1.3 3F2 3.0 57.1 103.0 6.080 178.00 0.000 0.1 Pipe: 4 0.0 0.0 9.00 120 54.3 TR2 9.0 54.3 103.0 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 58.3 103.0 4.000 G: 1.9 20.63 0.004 0.1 Pipe: 5 0.0 54.2 1D 21.00 150 51.9 1A 9.0 51.9 48.8 lB 2.000 2E:11.4 11.40 0.0 TR2 9.0 54.3 103.0 2.003 32.40 0.077 2.5 Pipe: 6 0.0 0.0 91.00 150 49.7 lB 9.0 49.7 48.8 1C 2.000 2E:11.4 23.40 0.0 1A 9.0 51.9 48.8 2.003 T:12.0 114.40 0.019 2.2 Pipe: 7 0.0 0.0 5.00 150 49.3 1C 9.0 49.3 48.8 1C1 2.000 T:12.0 12.00 0.0 lB 9.0 49.7 48.8 2.003 17.00 0.019 0.3 Pipe: 8 0.0 35.5 1D1 13.00 150 51.3 1D 9.0 51.3 18.8 1E 2.000 T:12.0 12.00 0.0 1A 9.0 51.9 54.2 2.003 25.00 0.023 0.6 Pipe: 9 0.0 9.3 1H 32.50 150 51.1 1E 9.0 51.1 9.4 1W 2.000 4R:16.0 16.00 0.0 1D 9.0 51.3 18.8 2.003 48.50 0.003 0.2 Pipe: 10 0.0 0.0 37.00 150 51.1 1w 9.0 51.1 9.4 iF 2.000 T:12.0 28.00 0.0 1E 9.0 51.1 9.4 2.003 4R:16.0 65.00 0.001 0.1 Pipe: 11 0.0 7.2 1F1 26.00 150 51.0 iF 9.0 51.0 2.2 1G 2.000 E: 5.7 9.70 0.0 1w 9.0 51.1 9.4 2.003 R: 4.0 35.70 0.001 0.0 I I I I Li I I I I I I I I LI I 1 I I I Nc SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 51.0 1G 9.0 51.0 2.2 1G1 2.000 2E:11.4 47.40 0.0 iF 9.0 51.0 2.2 2.003 9R:36.0 162.40 0.000 0.0 Pipe: 13 0.0 0.0 22.80 150 51.1 1H 9.0 51.1 9.3 1J 2.000 T:12.0 20.00 0.0 1E 9.0 51.1 9.3 2.003 2R: 8.0 42.80 0.001 0.0 Pipe: 14 0.0 0.0 8.50 150 51.1 1H 9.0 51.1 0.0 2.000 T:12.0 16.00 0.0 11 9.0 51.1 0.0 2.003 R: 4.0 24.50 0.000 0.0 Pipe: 15 0.0 0.0 5.50 150 51.1 1J 9.0 51.1 9.3 1K 2.000 T:12.0 16.00 0.0 1H 9.0 51.1 9.3 2.003 R: 4.0 21.50 0.001 0.0 Pipe: 16 0.0 0.0 13.00 150 51.0 1K 9.0 51.0 9.3 1L 2.000 R: 4.0 4.00 0.0 1J 9.0 51.1 9.3 2.003 17.00 0.001 0.0 Pipe: 17 0.0 0.0 8.00 150 51.0 1L 9.0 51.0 9.3 1M 2.000 ---- 0.00 0.0 1K 9.0 51.0 9.3 2.003 8.00 0.001 0.0 Pipe: 18 0.0 0.0 7.80 150 51.0 iN 9.0 51.0 9.3 1M1 2.000 R: 4.0 4.00 0.0 1L 9.0 51.0 9.3 2.003 11.80 0.001 0.0 Pipe: 19 0.0 0.0 2.50 150 49.1 1C1 9.0 49.1 48.8 2C1 2.000 T:12.0 12.00 0.0 1C 9.0 49.3 48.8 2.003 14.50 0.019 0.3 Pipe: 20 0.0 0.0 9.50 150 51.0 1D1 9.0 51.0 35.5 2A1 2.000 T:12.0 12.00 0.0 1D 9.0 51.3 35.5 2.003 21.50 0.011 0.2 Pipe: 21 0.0 0.0 3.30 150 51.0 1F1 9.0 51.0 7.2 2F1 2.000 T:12.0 12.00 0.0 iF 9.0 51.0 7.2 2.003 15.30 0.001 0.0 Pipe: 22 0.0 0.0 3.60 150 51.0 1G1 9.0 51.0 2.2 2G1 2.000 T:12.0 12.00 0.0 1G 9.0 51.0 2.2 2.003 15.60 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 23.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-3-R Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 22A 0.0 0.0 3.50 150 51.0 1M1 9.0 51.0 9.3 2M1 2.000 2E:11.4 11.40 0.0 iN 9.0 51.0 9.3 2.003 14.90 0.001 0.0 Pipe: 23 0.0 0.0 10.00 150 45.9 2A1 19.0 45.9 35.5 2A 1.250 E: 3.8 3.80 4.3 1D1 9.0 51.0 35.5 1.394 13.80 0.062 0.9 Pipe: 24 0.0 0.0 10.00 150 43.2 2C1 19.0 43.2 48.8 2C 1.250 E: 3.8 3.80 4.3 1C1 9.0 49.1 48.8 1.394 13.80 0.112 1.6 Pipe: 25 0.0 0.0 10.00 150 46.6 2F1 19.0 46.6 7.2 2F 1.250 E: 3.8 3.80 4.3 1F1 9.0 51.0 7.2 1.394 13.80 0.003 0.0 Pipe: 26 0.0 0.0 10.00 150 46.7 2G1 19.0 46.7 2.2 21 1.250 E: 3.8 3.80 4.3 1G1 9.0 51.0 2.2 1.394 13.80 0.000 0.0 Pipe: 27 0.0 0.0 10.00 150 46.6 2M1 19.0 46.6 9.3 2E 1.250 E: 3.8 3.80 4.3 1M1 9.0 51.0 9.3 1.394 13.80 0.005 0.1 Pipe: 28 0.0 54.2 23 9.50 150 45.0 2A 19.0 45.0 -18.8 2D 1.250 E: 3.8 3.80 0.0 2A1 19.0 45.9 35.5 1.394 13.30 0.062 0.8 Pipe: 29 0.0 33.8 28 42.00 150 36.7 2B 19.0 36.7 20.4 2C 1.250 T: 7.3 18.80 0.0 2A 19.0 45.0 54.2 1.394 5R:11.5 60.80 0.136 8.3 Pipe: 30 0.0 69.3 25 14.50 150 36.4 2C 19.0 36.4 -48.8 2C1 1.250 ---- 0.00 0.0 2B 19.0 36.7 20.4 1.394 14.50 0.022 0.3 Pipe: 31 0.0 69.3 25 41.00 150 36.4 2C 19.0 36.4 -20.4 23 1.250 2E: 7.6 19.10 0.0 2C1 19.0 43.2 48.8 1.394 5R:11.5 60.10 0.112 6.8 Pipe: 32 0.0 54.2 23 35.00 150 45.0 2A 19.0 45.0 -35.5 2A1 1.250 T: 7.3 18.80 0.0 2D 19.0 46.1 18.8 1.394 5R:11.5 53.80 0.019 1.0 I I I I I I I I I I I I I 1 1 I I 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 2B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 33 0.0 18.8 2A 21.50 150 46.1 2D 19.0 46.1 -9.4 2A 1.250 T: 7.3 11.90 0.0 2E 19.0 46.2 9.3 1.394 2R: 4.6 33.40 0.005 0.2 Pipe: 34 0.0 0.0 3E:11.4 45.00 150 46.2 2E 19.0 46.2 9.3 2D 1.250 T: 7.3 25.60 0.0 2M1 19.0 46.6 9.3 1.394 3R: 6.9 70.60 0.005 0.4 Pipe: 35 0.0 18.8 2A E: 3.8 71.00 150 46.1 2D 19.0 46.1 -9.3 2A 1.250 T: 7.3 31.80 0.0 2F 19.0 46.6 9.4 1.394 9R:20.7 102.80 0.005 0.6 Pipe: 36 0.0 9.4 2D 5.00 150 46.6 2F 19.0 46.6 -2.2 2G 1.250 E: 3.8 3.80 0.0 2F1 19.0 46.6 7.2 1.394 8.80 0.003 0.0 Pipe: 37 0.0 9.4 2D 5.00 150 46.6 2F 19.0 46.6 -7.2 2F1 1.250 T: 7.3 7.30 0.0 2G 19.0 46.6 2.2 1.394 12.30 0.000 0.0 Pipe: 38 0.0 0.0 37.00 150 46.6 2G 19.0 46.6 2.2 2F 1.250 3R: 6.9 6.90 0.0 2H 19.0 46.6 2.2 1.394 43.90 0.000 0.0 Pipe: 39 0.0 0.0 25.00 150 46.6 2H 19.0 46.6 2.2 2G 1.250 3R: 6.9 6.90 0.0 2J 19.0 46.6 2.2 1.394 31.90 0.000 0.0 Pipe: 40 0.0 0.0 65.50 150 46.6 2J 19.0 46.6 2.2 2H 1.250 3E:11.4 29.80 0.0 2G1 19.0 46.7 2.2 1.394 8R:18.4 95.30 0.000 0.0 Pipe: 41 0.0 25.6 208 E: 2.5 29.00 150 28.8 28 19.0 28.8 8.2 27 1.000 T: 6.0 15.30 0.0 2B 19.0 36.7 33.8 1.101 4R: 6.8 44.30 0.179 7.9 Pipe: 42 0.0 25.8 207 15.00 150 28.5 27 19.0 28.5 -17.6 25 1.000 T: 6.0 6.00 0.0 28 19.0 28.8 8.2 1.101 21.00 0.013 0.3 Pipe: 43 0.0 25.8 207 14.50 150 28.5 27 19.0 28.5 -8.2 28 1.000 ---- 0.00 0.0 25 19.0 29.3 17.6 1.101 14.50 0.054 0.8 I I I I I I I I I I I I I El I I 1 N I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 25.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 44 0.0 0.0 5.80 150 28.0 26 19.0 28.0 25.8 206 1.000 T: 6.0 6.00 0.0 25 19.0 29.3 25.8 1.101 11.80 0.109 1.3 Pipe: 45 0.0 25.9 205 4.50 150 29.3 25 19.0 29.3 17.6 27 1.000 T: 6.0 6.00 0.0 2C 19.0 36.4 69.3 1.101 10.50 0.677 7.1 Pipe: 46 4.90 25.9 Disch 4.40 150 27.9 205 19.0 27.9 0.0 1.000 E: 2.5 8.50 0.0 25 19.0 29.3 25.9 1.101 T: 6.0 12.90 0.110 1.4 Pipe: 47 4.90 25.8 Disch 1.00 150 27.6 206 19.0 27.6 0.0 1.000 E: 2.5 2.50 0.0 26 19.0 28.0 25.8 1.101 3.50 0.109 0.4 Pipe: 48 4.90 25.8 Disch 1.00 150 27.8 207 19.0 27.8 0.0 1.000 T: 6.0 6.00 0.0 27 19.0 28.5 25.8 1.101 7.00 0.109 0.8 Pipe: 49 4.90 25.6 Disch 5.40 150 27.3 208 19.0 27.3 0.0 1.000 E: 2.5 8.50 0.0 28 19.0 28.8 25.6 1.101 T: 6.0 13.90 0.107 1.5 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 23.3 ft/sec at pipe 45. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I Li I I I I I I I I I 11 Li I I I I ( SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 23.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 2BA UNIT A2-B-R Available pressure at source node SR2 under full flow conditions is 128.01 psi with a flow of 253.02 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 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 GatVlv AlmChk DPVlv NPTee 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyViv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50, I I I I I I I] I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.13 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2TYPEI AREA 3A REMOTE AREA LOCATION: B2-C ATTIC OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 973.0 sq. ft. COVERAGE PER SPRINKLER: 120.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO PEAK ATTIC PHi K4.2 NUMBER OF SPRINKLERS CALCULATED: 7 * IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE) : 196.0 gpm FLOW AND PRESSURE (AT BASE OF RISER): 96.0 gpm 8 57.4 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I [ ] I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/6/2017RY CREEK\10 —CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC E C I I I F I I I I I a) 0 0 C,) H 4J 75 U) 4-) 1) -P0 U) -H E-0 ow 4-4 (D,)) H4J (ac,) a) -0cn wo (a r4r- 0 0 04 P(D 4J U) (D (D -PP 1)1) 0 -O(D OP -H U) U) U) Wa) OP -H Q a) (D -H OU) U) H (N a) -P 0 z C C C C C (N . C C • co Lfl (N C 0Lr) ,)(x)U)C1)1(1) -OCflH----- U I I I I I I I 1 I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SR2 128.6 72.3 3098.0 128.2 196.0 69.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 196.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 96.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR2 0.0 SOURCE 69.5 96.0 BF1 3.0 - - - - 68.2 - - - BF2 3.0 - - - - 56.2 - - - BR2 0.0 - - - - 57.4 - - - TR2 9.0 - - - - 53.4 - - - 1A 9.0 - - - - 52.5 - - - lB 9.0 - - - - 52.5 - - - 1C 9.0 - - - - 52.5 - - - 1D 9.0 - - - - 50.8 - - - 1E 9.0 - - - - 47.6 - - - iF 9.0 - - - - 40.8 - - - 1G 9.0 - - - - 38.3 - - - 1H 9.0 - - - - 47.6 - - - 11 9.0 - - - - 47.6 - - - 11 9.0 - - - - 47.6 - - - 1K 9.0 - - - - 47.6 - - - 1L 9.0 - - - - 47.6 - - - 1M 9.0 - - - - 47.6 - - - 1W 9.0 - - - - 43.2 - - - 1C1 9.0 - - - - 52.5 - - - lDi 9.0 - - - - 50.8 - - - 1F1 9.0 - - - - 40.5 - - - 1G1 9.0 - - - - 38.0 - - - 1M1 9.0 - - - - 47.6 - - - 2A1 19.0 - - - - 46.5 - - - 2C1 19.0 - - - - 48.2 - - - 2F1 19.0 - - - - 34.4 - - - 2G1 19.0 - - - - 32.5 - - - I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (FT) (PSI) (GPM) 2M1 19.0 - - - - 43.2 - - - 3A1 29.0 - - - - 42.2 - - - 3C1 29.0 - - - - 43.8 - - - I 3F1 29.0 - - - - 28.7 - - - 3G1 29.0 - - - - 27.2 - - - 3M1 29.0 - - - - 38.9 - - - I 3F2 29.0 - - - - 23.2 - - - 3F3 29.0 - - - - 20.3 - - - 3F'4 29.0 - - - - 18.3 - - - 3G2 29.0 - - - - 23.3 - - - I 3G3 29.0 - - - - 22.2 - - - 3N 29.0 - - - - 15.9 - - - 30 29.0 - - - - 15.8 - - - I 3P 29.0 - - - - 13.4 - - - 3Q 29.0 - - - - 12.6 - - - 3R 29.0 - - - - 12.6 - - - 3S 29.0 - - - - 12.7 - - - I 40 34.0 - - - - 10.4 - - - 4Q 34.0 - - - - 9.7 - - - 401 34.0 K= 4.20 9.8 13.1 I 402 34.0 K= 4.20 9.6 13.0 403 34.0 K= 4.20 9.6 13.0 404 34.0 K= 4.20 12.9 15.1 405 34.0 K= 4.20 9.9 13.2 I 406 31.0 K= 4.20 11.9 14.5 407 31.0 K= 4.20 11.2 14.1 I I I I I I Ll I I I I I I I I I I I I I I I I I 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 68.2 BF1 3.0 68.2 96.0 BF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 69.5 96.0 6.080 G: 5.0 65.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 56.2 96.0 BR2 12.0 psi, 96.0 gpm BF1 3.0 68.2 96.0 Pipe: 3 0.0 0.0 90.00 150 57.4 BR2 0.0 57.4 96.0 TR2 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 56.2 96.0 6.080 178.00 0.000 0.1 Pipe: 4 0.0 0.0 9.00 120 53.4 TR2 9.0 53.4 96.0 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 57.4 96.0 4:000 G: 1.9 20.63 0.003 0.1 Pipe: 5 0.0 0.0 21.00 150 52.5 1A 9.0 52.5 96.0 1D 2.500 2E:13.8 13.80 0.0 TR2 9.0 53.4 96.0 2.423 34.80 0.027 0.9 Pipe: 6 0.0 0.0 91.00 150 52.5 1A 9.0 52.5 0.0 2.000 2E:11.4 23.40 0.0 lB 9.0 52.5 0.0 2.003 T:12.0 114.40 0.000 0.0 Pipe: 7 0.0 0.0 5.00 150 52.5 lB 9.0 52.5 0.0 2.000 T:12.0 12.00 0.0 1C 9.0 52.5 0.0 2.003 17.00 0.000 0.0 Pipe: 8 0.0 0.0 13.00 150 50.8 1D 9.0 50.8 96.0 1E 2.000 T:12.0 12.00 0.0 1A 9.0 52.5 96.0 2.003 25.00 0.067 1.7 Pipe: 9 0.0 0.0 32.50 150 47.6 1E 9.0 47.6 96.0 1W 2.000 4R:16.0 16.00 0.0 1D 9.0 50.8 96.0 2.003 48.50 0.067 3.3 Pipe: 10 0.0 0.0 37.00 150 43.2 1W 9.0 43.2 96.0 iF 2.000 T:12.0 28.00 0.0 1E 9.0 47.6 96.0 2.003 4R:16.0 65.00 0.067 4.4 Pipe: 11 0.0 52.5 1F1 26.00 150 40.8 IF 9.0 40.8 43.5 1G 2.000 E: 5.7 9.70 0.0 1W 9.0 43.2 96.0 2.003 R: 4.0 35.70 0.067 2.4 Nc I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 38.3 1G 9.0 38.3 43.5 1G1 2.000 2E:11.4 47.40 0.0 iF 9.0 40.8 43.5 2.003 9R:36.0 162.40 0.016 2.5 Pipe: 13 0.0 0.0 22.80 150 47.6 1E 9.0 47.6 0.0 2.000 T:12.0 20.00 0.0 iH 9.0 47.6 0.0 2.003 2R: 8.0 42.80 0.000 0.0 Pipe: 14 0.0 0.0 8.50 150 47.6 1H 9.0 47.6 0.0 2.000 T:12.0 16.00 0.0 11 9.0 47.6 0.0 2.003 R: 4.0 24.50 0.000 0.0 Pipe: 15 0.0 0.0 5.50 150 47.6 1H 9.0 47.6 0.0 2.000 T:12.0 16.00 0.0 lJ 9.0 47.6 0.0 2.003 R: 4.0 21.50 0.000 0.0 Pipe: 16 0.0 0.0 13.00 150 47.6 iJ 9.0 47.6 0.0 2.000 R: 4.0 4.00 0.0 1K 9.0 47.6 0.0 2.003 17.00 0.000 0.0 Pipe: 17 0.0 0.0 8.00 150 47.6 1K 9.0 47.6 0.0 2.000 ---- 0.00 0.0 1L 9.0 47.6 0.0 2.003 8.00 0.000 0.0 Pipe: 18 0.0 0.0 7.80 150 47.6 1L 9.0 47.6 0.0 2.000 R: 4.0 4.00 0.0 1M 9.0 47.6 0.0 2.003 11.80 0.000 0.0 Pipe: 19 0.0 0.0 2.50 150 52.5 1C 9.0 52.5 0.0 2.000 T:12.0 12.00 0.0 1C1 9.0 52.5 0.0 2.003 14.50 0.000 0.0 Pipe: 20 0.0 0.0 9.50 150 50.8 1D 9.0 50.8 0.0 2.000 T:12.0 12.00 0.0 1D1 9.0 50.8 0.0 2.003 21.50 0.000 0.0 Pipe: 21 0.0 0.0 3.30 150 40.5 1F1 9.0 40.5 52.5 2F1 2.000 T:12.0 12.00 0.0 iF 9.0 40.8 52.5 2.003 15.30 0.022 0.3 Pipe: 22 0.0 0.0 3.60 150 38.0 1G1 9.0 38.0 43.5 2G1 2.000 T:12.0 12.00 0.0 1G 9.0 38.3 43.5 2.003 15.60 0.016 0.2 I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 22A 0.0 0.0 . 3.50 150 47.6 1M 9.0 47.6 0.0 2.000 2E:11.4 11.40 0.0 1M1 9.0 47.6 0.0 2.003 14.90 0.000 0.0 Pipe: 23 0.0 0.0 10.00 150 50.8 1D1 9.0 50.8 0.0 1.250 E: 3.8 3.80 -4.3 2A1 19.0 46.5 0.0 1.394 13.80 0.000 0.0 Pipe: 24 0.0 0.0 10.00 150 52.5 1C1 9.0 52.5 0.0 1.250 E: 3.8 3.80 -4.3 2C1 19.0 48.2 0.0 1.394 13.80 0.000 0.0 Pipe: 25 0.0 0.0 10.00 150 34.4 2F1 19.0 34.4 52.5 3F1 1.250 E: 3.8 3.80 4.3 1F1 9.0 40.5 52.5 1.394 13.80 0.129 1.8 Pipe: 26 0.0 0.0 10.00 150 32.5 2G1 19.0 32.5 43.5 3G1 1.250 E: 3.8 3.80 4.3 1G1 9.0 38.0 43.5 1.394 13.80 0.091 1.3 Pipe: 27 0.0 0.0 10.00 150 47.6 1M1 9.0 47.6 0.0 1.250 E: 3.8 3.80 -4.3 2M1 19.0 43.2 0.0 1.394 13.80 0.000 0.0 Pipe: 28 0.0 0.0 10.00 150 42.2 3A1 29.0 42.2 0.0 1.250 ---- 0.00 4.3 2A1 19.0 46.5 0.0 1.394 10.00 0.000 0.0 Pipe: 29 0.0 0.0 10.00 150 43.8 3C1 29.0 43.8 0.0 1.250 ---- 0.00 4.3 2C1 19.0 48.2 0.0 1.394 10.00 0.000 0.0 Pipe: 30 0.0 0.0 10.00 150 28.7 3F1 29.0 28.7 52.5 3F2 1.250 ---- 0.00 4.3 2F1 19.0 34.4 52.5 1.394 10.00 0.129 1.3 Pipe: 31 0.0 0.0 10.00 150 27.2 3G1 29.0 27.2 43.5 3G2 1.250 ---- 0.00 4.3 2G1 19.0 32.5 43.5 1.394 10.00 0.091 0.9 Pipe: 32 0.0 0.0 10.00 150 38.9 3M1 29.0 38.9 0.0 1.250 ---- 0.00 4.3 2M1 19.0 43.2 0.0 1.394 10.00 0.000 0.0 I I I I I I I I I I I I I I I I I I I 10, SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Model Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 33 0.0 0.0 6.00 150 23.2 3F2 29.0 23.2 52.5 3F3 1.000 T: 6.0 7.70 0.0 3F1 29.0 28.7 52.5 1.101 R: 1.7 13.70 0.406 5.6 Pipe: 34 0.0 23.0 3N 7.00 150 20.3 3F3 29.0 20.3 29.5 3F4 1.000 ---- 0.00 0.0 3F2 29.0 23.2 52.5 1.101 7.00 0.406 2.8 Pipe: 35 0.0 0.0 12.80 150 18.3 3F4 29.0 18.3 29.5 3P 1.000 R: 1.7 1.70 0.0 3F3 29.0 20.3 29.5 1.101 14.50 0.139 2.0 Pipe: 36 0.0 19.5 30 7.50 150 23.3 3G2 29.0 23.3 24.0 3G3 1.000 T: 6.0 6.00 0.0 3G1 29.0 27.2 43.5 1.101 13.50 0.286 3.9 Pipe: 37 0.0 0.0 10.50 150 22.2 303 29.0 22.2 24.0 3S 1.000 R: 1.7 1.70 0.0 3G2 29.0 23.3 24.0 1.101 12.20 0.096 1.2 Pipe: 38 0.0 15.1 404 30.20 150 15.9 3M 29.0 15.9 7.9 30 1.000 T: 6.0 19.60 0.0 3F3 29.0 20.3 23.0 1.101 8R:13.6 49.80 0.088 4.4 Pipe: 39 0.0 27.4 40 8.00 150 15.8 30 29.0 15.8 -19.5 302 1.000 2R: 3.4 3.40 0.0 3N 29.0 15.9 7.9 1.101 11.40 0.012 0.1 Pipe: 40 0.0 27.4 40 95.00 150 15.8 30 29.0 15.8 -7.9 3N 1.000 4E:10.0 22.00 0.0 3G2 29.0 23.3 19.5 1.101 2T:12.0 117.00 0.065 7.6 Pipe: 41 0.0 14.5 406 24.40 150 13.4 3P 29.0 13.4 15.0 3Q 1.000 T: 6.0 11.10 0.0 3F4 29.0 18.3 29.5 1.101 3R: 5.1 35.50 0.139 5.0 Pipe: 42 0.0 11.7 4Q 15.70 150 12.6 3Q 29.0 12.6 3.3 3R 1.000 2R: 3.4 3.40 0.0 3P 29.0 13.4 15.0 1.101 19.10 0.040 0.8 Pipe: 43 0.0 13.2 405 3.30 150 12.6 3R 29.0 12.6 -9.9 3S 1.000 ---- 0.00 0.0 3Q 29.0 12.6 3.3 1.101 3.30 0.002 0.0 I I I I I I I I I I I Li I I I I I I I N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf,'ft. (Pf) Pipe: 44 0.0 13.2 405 5.20 150 12.6 3R 29.0 12.6 -3.3 3Q 1.000 ---- 0.00 0.0 3S 29.0 12.7 9.9 1.101 5.20 0.019 0.1 Pipe: 45 0.0 14.1 407 80.00 150 12.7 3S 29.0 12.7 9.9 3R 1.000 3E: 7.5 19.50 0.0 3G3 29.0 22.2 24.0 1.101 2T:12.0 99.50 0.096 9.5 Pipe: 46 0.0 0.0 2E: 5.0 14.00 150 10.4 40 34.0 10.4 27.4 401 1.000 T: 6.0 12.70 2.2 30 29.0 15.8 27.4 1.101 R: 1.7 26.70 0.122 3.2 Pipe: 47 0.0 0.0 2E: 5.0 17.00 150 9.7 4Q 34.0 9.7 11.7 403 1.000 T: 6.0 12.70 2.2 3Q 29.0 12.6 11.7 1.101 R: 1.7 29.70 0.025 0.8 Pipe: 48 4.20 13.1 Disch 2.50 150 9.8 401 34.0 9.8 14.3 402 1.000 E: 2.5 2.50 0.0 40 34.0 10.4 27.4 1.101 5.00 0.122 0.6 Pipe: 49 4.20 13.0 Disch 5.00 150 9.6 402 34.0 9.6 1.3 403 1.000 ---- 0.00 0.0 401 34.0 9.8 14.3 1.101 5.00 0.036 0.2 Pipe: 50 4.20 13.0 Disch 4.00 150 9.6 403 34.0 9.6 -11.7 4Q 1.000 ---- 0.00 0.0 402 34.0 9.6 1.3 1.101 4.00 0.000 0.0 Pipe: 51 4.20 13.0 Disch 1.00 150 9.6 403 34.0 9.6 -1.3 402 1.000 E: 2.5 2.50 0.0 4Q 34.0 9.7 11.7 1.101 3.50 0.025 0.1 Pipe: 52 4.20 15.1 Disch 12.00 150 12.9 404 34.0 12.9 0.0 1.000 E: 2.5 8.50 2.2 3N 29.0 15.9 15.1 1.101 T: 6.0 20.50 0.040 0.8 Pipe: 53 4.20 13.2 Disch 8.50 150 9.9 405 34.0 9.9 0.0 1.000 E: 2.5 8.50 2.2 3R 29.0 12.6 13.2 1.101 T: 6.0 17.00 0.032 0.5 Pipe: 54 4.20 14.5 Disch 7.50 150 11.9 406 31.0 11.9 0.0 1.000 E: 2.5 8.50 0.9 3P 29.0 13.4 14.5 1.101 T: 6.0 16.00 0.037 0.6 I I I I I 171 I I I r I I I I I I I N( i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3A ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 55 4.20 14.1 Disch 7.50 150 11.2 407 31.0 11.2 0.0 1.000 E: 2.5 8.50 0.9 3S 29.0 12.7 14.1 1.101 T: 6.0 16.00 0.036 0.6 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.089 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.7 ft/sec at pipe 33. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR2 under full flow conditions is 128.02 psi with a flow of 251.21 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP N I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 I HYDRAULIC CALCULATIONS FOR I QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #2 TYPE 1 DRAWING NUMBER:FP2.13 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B2TYPEI AREA 3B REMOTE AREA LOCATION: A2-B-R ATTIC I OCCUPANCY CLASSIFICATION: LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA CF APPLICATION: 973.0 sq. ft. COVERAGE PER SPRINKLER: 120.0 sq. ft. TYPE CF SPRINKLERS CALCULATED: TYCO PEAK ATTIC EB1 K4.2 NUMBER OF SPRINKLERS CALCULATED: 7 * IN-RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 193.9 gpm FLOW AND PRESSURE (AT BASE OF RISER): 93.90 gpm @ 45.1 psi TYPE CF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I I I I I I I I I I I I I (Notes continue after pipe calculations results.) I I I I I I I I I I I I I I I I p S 28.0 -14. G A 112.( U G E P R 84.0 E S S U R E 56.0 - - — - - - - - - - - - - - WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I I I I I I I I I I 1 I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 35.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC NFPA 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) SR2 128.6 72.3 3098.0 128.2 194.0 57.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 194.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 94.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR2 0.0 SOURCE 57.2 94.0 SF1 3.0 - - - - 55.9 - - - SF2 3.0 - - - - 43.9 - - - BR2 0.0 - - - - 45.1 - - - TR2 9.0 - - - - 41.1 - - - 1A 9.0 - - - - 39.1 - - - lB 9.0 - - - - 37.0 - - - 1C 9.0 - - - - 36.7 - - - 1D 9.0 - - - - 38.6 - - - 1E 9.0 - - - - 38.6 - - - iF 9.0 - - - - 38.6 - - - 1G 9.0 - - - - 38.6 - - - 1H 9.0 - - - - 38.6 - - - 11 9.0 - - - - 38.6 - - - 11 9.0 - - - - 38.6 - - - 1K 9.0 - - - - 38.6 - - - 1L 9.0 - - - - 38.6 - - - iN 9.0 - - - - 38.6 - - - 1W 9.0 - - - - 38.6 - - - 1C1 9.0 - - - - 36.4 - - - 1D1 9.0 - - - - 38.2 - - - 1F1 9.0 - - - - 38.6 - - - 1G1 9.0 - - - - 38.6 - - iMi 9.0 - - - - 38.6 - - - 2A1 19.0 - - - - 32.5 - - - 2C1 19.0 - - - - 30.6 - - - 2F1 19.0 - - - - 34.3 - - - 2G1 19.0 - - - - 34.3 - - - I El I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 33.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 2M1 19.0 - - - - 34.3 - - - 3A1 29.0 - - - - 27.1 - - - 3C1 29.0 - - - - 25.2 - - - 3F1 29.0 - - - - 29.9 - - - 3G1 29.0 - - - - 29.9 - - - 3M1 29.0 - - - - 29.9 - - - 3A 29.0 - - - - 26.5 - - - 3B 29.0 - - - - 23.8 - - - 3B1 29.0 - - - - 17.6 - - - 332 29.0 - - - - 19.3 - - - 3B3 29.0 - - - - 23.8 - - - 3B4 29.0 - - - - 24.1 - - - 335 29.0 - - - - 24.2 - - - 3C 29.0 - - - - 25.2 - - - 3C2 29.0 - - - - 22.8 - - - 3C3 29.0 - - - - 20.3 - - - 3C4 29.0 - - - - 19.1 - - - 3C5 29.0 - - - - 24.8 - - - 3C6 29.0 - - - - 24.7 - - - 3H 29.0 - - - - 16.6 - - - 31 29.0 - - - - 14.0 - - - 3J 29.0 - - - - 13.2 - - - 3M 29.0 - - - - 13.2 - - - 3L 29.0 - - - - 13.2 - - - 4H 34.0 - - - - 10.9 - - - 4J 34.0 - - - - 9.8 - - - 411 34.0 K= 4.20 10.2 13.4 412 34.0 K= 4.20 9.7 13.1 413 34.0 K= 4.20 9.6 13.0 414 34.0 K= 4.20 9.6 13.0 415 34.0 K= 4.20 11.0 13.9 416 34.0 K= 4.20 10.4 13.6 417 32.0 K= 4.20 11.1 14.0 H I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK 32 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 55.9 BF1 3.0 55.9 94.0 BF2 E6.000 T:46.0 51.00 1.3 SR2 0.0 57.2 94.0 6.080 G: 5.0 65.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device 3F2 3.0 43.9 94.0 BR2 12.0 psi, 94.0 gpm BF1 3.0 55.9 94.0 Pipe: 3 0.0 0.0 90.00 150 45.1 BR2 0.0 45.1 94.0 TR2 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 43.9 94.0 6.080 178.00 0.000 0.1 Pipe: 4 0.0 0.0 9.00 120 41.1 TR2 9.0 41.1 94.0 1A 4.000 E: 9.7 11.63 3.9 BR2 0.0 45.1 94.0 4.000 G: 1.9 20.63 0.003 0.1 Pipe: 5 0.0 46.7 lD 21.00 150 39.1 1A 9.0 39.1 47.2 lB 2.000 2E:11.4 11.40 0.0 TR2 9.0 41.1 94.0 2.003 32.40 0.065 2.1 Pipe: 6 0.0 0.0 91.00 150 37.0 lB 9.0 37.0 47.2 1C 2.000 2E:11.4 23.40 0.0 1A 9.0 39.1 47.2 2.003 T:12.0 114.40 0.018 2.1 Pipe: 7 0.0 0.0 5.00 150 36.7 1C 9.0 36.7 47.2 1C1 2.000 T:12.0 12.00 0.0 lB 9.0 37.0 47.2 2.003 17.00 0.018 0.3 Pipe: 8 0.0 0.0 13.00 150 38.6 1D 9.0 38.6 46.7 1D1 2.000 T:12.0 12.00 0.0 1A 9.0 39.1 46.7 2.003 25.00 0.018 0.4 Pipe: 9 0.0 0.0 32.50 150 38.6 1D 9.0 38.6 0.0 2.000 4R:16.0 16.00 0.0 lE 9.0 38.6 0.0 2.003 48.50 0.000 0.0 Pipe: 10 0.0 0.0 37.00 150 38.6 1E 9.0 38.6 0.0 2.000 T:12.0 28.00 0.0 1W 9.0 38.6 0.0 2.003 4R:16.0 65.00 0.000 0.0 Pipe: 11 0.0 0.0 26.00 150 38.6 1W 9.0 38.6 0.0 2.000 E: 5.7 9.70 0.0 iF 9.0 38.6 0.0 2.003 R: 4.0 35.70 0.000 0.0 I [1 I I I I I I I I I LI I I I I I NC SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 0.0 115.00 150 38.6 iF 9.0 38.6 0.0 2.000 2E:11.4 47.40 0.0 1G 9.0 38.6 0.0 2.003 9R:36.0 162.40 0.000 0.0 Pipe: 13 0.0 0.0 22.80 150 38.6 1E 9.0 38.6 0.0 2.000 T:12.0 20.00 0.0 1H 9.0 38.6 0.0 2.003 2R: 8.0 42.80 0.000 0.0 Pipe: 14 0.0 0.0 8.50 150 38.6 1H 9.0 38.6 0.0 2.000 T:12.0 16.00 0.0 11 9.0 38.6 0.0 2.003 R: 4.0 24.50 0.000 0.0 Pipe: 15 0.0 0.0 5.50 150 38.6 1H 9.0 38.6 0.0 2.000 T:12.0 16.00 0.0 1J 9.0 38.6 0.0 2.003 R: 4.0 21.50 0.000 0.0 Pipe: 16 0.0 0.0 13.00 150 38.6 1J 9.0 38.6 0.0 2.000 R: 4.0 4.00 0.0 1K 9.0 38.6 0.0 2.003 17.00 0.000 0.0 Pipe: 17 0.0 0.0 8.00 150 38.6 1K 9.0 38.6 0.0 2.000 ---- 0.00 0.0 1L 9.0 38.6 0.0 2.003 8.00 0.000 0.0 Pipe: 18 0.0 0.0 7.80 150 38.6 1L 9.0 38.6 0.0 2.000 R: 4.0 4.00 0.0 iN 9.0 38.6 0.0 2.003 11.80 0.000 0.0 Pipe: 19 0.0 0.0 2.50 150 36.4 lCl 9.0 36.4 47.2 2C1 2.000 T:12.0 12.00 0.0 1C 9.0 36.7 47.2 2.003 14.50 0.018 0.3 Pipe: 20 0.0 0.0 9.50 150 38.2 1D1 9.0 38.2 46.7 2A1 2.000 T:12.0 12.00 0.0 1D 9.0 38.6 46.7 2.003 21.50 0.018 0.4 Pipe: 21 0.0 0.0 3.30 150 38.6 iF 9.0 38.6 0.0 2.000 T:12.0 12.00 0.0 1F1 9.0 38.6 0.0 2.003 15.30 0.000 0.0 Pipe: 22 0.0 0.0 3.60 150 38.6 1G 9.0 38.6 0.0 2.000 T:12.0 12.00 0.0 1G1 9.0 38.6 0.0 2.003 15.60 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 22A 0.0 0.0 3.50 150 38.6 1M 9.0 38.6 0.0 2.000 2E:11.4 11.40 0.0 1M1 9.0 38.6 0.0 2.003 14.90 0.000 0.0 Pipe: 23 0.0 0.0 10.00 150 32.5 2A1 19.0 32.5 46.7 3A1 1.250 E: 3.8 3.80 4.3 1D1 9.0 38.2 46.7 1.394 13.80 0.104 1.4 Pipe: 24 0.0 0.0 10.00 150 30.6 2C1 19.0 30.6 47.2 3C1 1.250 E: 3.8 3.80 4.3 1C1 9.0 36.4 47.2 1.394 13.80 0.106 1.5 Pipe: 25 0.0 0.0 10.00 150 38.6 1F1 9.0 38.6 0.0 1.250 E: 3.8 3.80 -4.3 2F1 19.0 34.3 0.0 1.394 13.80 0.000 0.0 Pipe: 26 0.0 0.0 10.00 150 38.6 1G1 9.0 38.6 0.0 1.250 E: 3.8 3.80 -4.3 2G1 19.0 34.3 0.0 1.394 13.80 0.000 0.0 Pipe: 27 0.0 0.0 10.00 150 38.6 1M1 9.0 38.6 0.0 1.250 E: 3.8 3.80 -4.3 2M1 19.0 34.3 0.0 1.394 13.80 0.000 0.0 Pipe: 28 0.0 0.0 10.00 150 27.1 3A1 29.0 27.1 46.7 3A 1.250 ---- 0.00 4.3 2A1 19.0 32.5 46.7 1.394 10.00 0.104 1.0 Pipe: 29 0.0 35.9 3C2 10.00 150 25.2 3C1 29.0 25.2 11.3 3C 1.250 ---- 0.00 4.3 2C1 19.0 30.6 47.2 1.394 10.00 0.106 1.1 Pipe: 30 0.0 0.0 10.00 150 29.9 3F1 29.0 29.9 0.0 1.250 ---- 0.00 4.3 2F1 19.0 34.3 0.0 1.394 10.00 0.000 0.0 Pipe: 31 0.0 0.0 10.00 150 29.9 3G1 29.0 29.9 0.0 1.250 ---- 0.00 4.3 2G1 19.0 34.3 0.0 1.394 10.00 0.000 0.0 Pipe: 32 0.0 0.0 10.00 150 29.9 3M1 29.0 29.9 0.0 1.250 ---- 0.00 4.3 2M1 19.0 34.3 0.0 1.394 10.00 0.000 0.0 I I I I I I LI LI I I I I I 1 I I I I I N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 33.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 33 0.0 0.0 1.80 150 26.5 3A 29.0 26.5 46.7 33 1.250 E: 3.8 3.80 0.0 3A1 29.0 27.1 46.7 1.394 5.60 0.104 0.6 Pipe: 34 0.0 50.8 3B2 18.80 150 23.8 33 29.0 23.8 -4.1 333 1.250 T: 7.3 7.30 0.0 3A 29.0 26.5 46.7 1.394 26.10 0.104 2.7 Pipe: 35 0.0 20.0 3H 5.90 150 19.3 332 29.0 19.3 30.8 3B1 1.000 T: 6.0 6.00 0.0 33 29.0 23.8 50.8 1.101 11.90 0.382 4.5 Pipe: 36 0.0 0.0 10.80 150 17.6 331 29.0 17.6 30.8 31 1.000 ---- 0.00 0.0 3B2 29.0 19.3 30.8 1.101 10.80 0.152 1.6 Pipe: 37 0.0 50.8 332 3.20 150 23.8 3B 29.0 23.8 -46.7 3A 1.000 T: 6.0 6.00 0.0 333 29.0 23.8 4.1 1.101 9.20 0.004 0.0 Pipe: 38 0.0 7.3 3C2 11.00 150 23.8 333 29.0 23.8 4.1 33 1.000 ---- 0.00 0.0 3B4 29.0 24.1 11.3 1.101 11.00 0.024 0.3 Pipe: 39 0.0 11.3 333 14.00 150 24.1 334 29.0 24.1 -6.1 3C5 1.000 ---- 0.00 0.0 335 29.0 24.2 5.3 1.101 14.00 0.006 0.1 Pipe: 40 0.0 0.0 2.10 150 25.2 3C 29.0 25.2 11.3 3C5 1.250 E: 3.8 3.80 0.0 3C1 29.0 25.2 11.3 1.394 5.90 0.008 0.0 Pipe: 41 0.0 43.2 3C3 5.90 150 22.8 3C2 29.0 22.8 -7.3 333 1.000 T: 6.0 6.00 0.0 3C1 29.0 25.2 35.9 1.101 11.90 0.201 2.4 Pipe: 42 0.0 17.5 3H 9.00 150 20.3 3C3 29.0 20.3 25.6 3C4 1.000 ---- 0.00 0.0 3C2 29.0 22.8 43.2 1.101 9.00 0.282 2.5 Pipe: 43 0.0 0.0 10.80 150 19.1 3C4 29.0 19.1 25.6 3L 1.000 ---- 0.00 0.0 3C3 29.0 20.3 25.6 1.101 10.80 0.108 1.2 I I I I I I I [11 I I I I I I I I I N Li I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 33 ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 44 0.0 6.1 3B4 8.50 150 24.8 3C5 29.0 24.8 5.3 3C6 1.000 E: 2.5 8.50 0.0 3C 29.0 25.2 11.3 1.101 T: 6.0 17.00 0.024 0.4 Pipe: 45 0.0 0.0 14.00 150 24.7 3C6 29.0 24.7 5.3 3B5 1.000 ---- 0.00 0.0 3C5 29.0 24.8 5.3 1.101 14.00 0.006 0.1 Pipe: 46 0.0 11.3 3B3 72.00 150 24.1 334 29.0 24.1 -5.3 3B5 1.000 3E: 7.5 19.50 0.0 3C5 29.0 24.8 6.1 1.101 2T:12.0 91.50 0.007 0.7 Pipe: 47 0.0 0.0 72.00 150 24.2 335 29.0 24.2 5.3 3B4 1.000 3E: 7.5 19.50 0.0 3C6 29.0 24.7 5.3 1.101 2T:12.0 91.50 0.006 0.5 Pipe: 48 0.0 43.2 3C3 76.00 150 22.8 3C2 29.0 22.8 -35.9 3C1 1.000 3E: 7.5 19.50 0.0 3B3 29.0 23.8 7.3 1.101 2T:12.0 95.50 0.010 1.0 Pipe: 49 0.0 37.5 4H 25.00 150 16.6 3H 29.0 16.6 -17.5 3C3 1.000 T: 6.0 14.50 0.0 332 29.0 19.3 20.0 1.101 5R: 8.5 39.50 0.068 2.7 Pipe: 50 0.0 37.5 4H 50.00 150 16.6 3H 29.0 16.6 -20.0 332 1.000 T: 6.0 19.60 0.0 3C3 29.0 20.3 17.5 1.101 8R:13.6 69.60 0.053 3.7 Pipe: 51 0.0 13.9 415 12.80 150 14.0 31 29.0 14.0 16.9 3J 1.000 T: 6.0 11.10 0.0 331 29.0 17.6 30.8 1.101 3R: 5.1 23.90 0.152 3.6 Pipe: 52 0.0 15.0 4J 14.40 150 13.2 3J 29.0 13.2 1.9 3K 1.000 R: 1.7 1.70 0.0 31 29.0 14.0 16.9 1.101 16.10 0.050 0.8 Pipe: 53 0.0 14.0 417 6.50 150 13.2 3K 29.0 13.2 -12.1 3L 1.000 ---- 0.00 0.0 3J 29.0 13.2 1.9 1.101 6.50 0.001 0.0 Pipe: 54 0.0 14.0 417 1.00 150 13.2 3K 29.0 13.2 -1.9 3J 1.000 ---- 0.00 0.0 3L 29.0 13.2 12.1 1.101 1.00 0.027 0.0 I I I I I I I I I LI Li I I 1 I I I I [1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 55 0.0 13.6 416 35.40 150 13.2 3L 29.0 13.2 12.1 3K 1.000 T: 6.0 19.60 0.0 3C4 29.0 19.1 25.6 1.101 8R:13.6 55.00 0.108 5.9 Pipe: 56 0.0 0.0 7.50 150 10.9 4H 34.0 10.9 37.5 411 1.000 E: 2.5 8.50 2.2 3H 29.0 16.6 37.5 1.101 T: 6.0 16.00 0.218 3.5 Pipe: 57 0.0 0.0 18.50 150 9.8 4J 34.0 9.8 15.0 414 1.000 3E: 7.5 13.50 2.2 3J 29.0 13.2 15.0 1.101 T: 6.0 32.00 0.040 1.3 Pipe: 58 4.20 13.4 Disch 1.00 150 10.2 411 34.0 10.2 24.1 412 1.000 E: 2.5 2.50 0.0 4H 34.0 10.9 37.5 1.101 3.50 0.218 0.8 4.20 13.1 Disch Pipe: 59 0.0 5.00 150 9.7 412 34.0 9.7 11.0 413 1.000 ---- 0.00 0.0 411 34.0 10.2 24.1 1.101 5.00 0.096 0.5 Pipe: 60 4.20 13.0 Disch 5.00 150 9.6 413 34.0 9.6 -2.0 414 1.000 ---- 0.00 0.0 412 34.0 9.7 11.0 1.101 5.00 0.023 0.1 Pipe: 61 4.20 13.0 Disch 5.00 150 9.6 413 34.0 9.6 -11.0 412 1.000 ---- 0.00 0.0 414 34.0 9.6 2.0 1.101 5.00 0.001 0.0 Pipe: 62 4.20 13.0 Disch 2.00 150 9.6 414 34.0 9.6 2.0 413 1.000 E: 2.5 2.50 0.0 4J 34.0 9.8 15.0 1.101 4.50 0.040 0.2 Pipe: 63 4.20 13.9 Disch 13.00 150 11.0 415 34.0 11.0 0.0 1.000 2E: 5.0 11.00 2.2 31 29.0 14.0 13.9 1.101 T: 6.0 24.00 0.035 0.8 Pipe: 64 4.20 13.6 Disch 10.20 150 10.4 416 34.0 10.4 0.0 1.000 E: 2.5 8.50 2.2 3L 29.0 13.2 13.6 1.101 T: 6.0 18.70 0.033 0.6 Pipe: 65 4.20 14.0 Disch 11.50 150 11.1 417 32.0 11.1 0.0 1.000 2E: 5.0 11.00 1.3 3K 29.0 13.2 14.0 1.101 T: 6.0 22.50 0.035 0.8 I I I I I I I I I I I I I I I I I Nc I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG 12 TYPE I AREA 3B ATTIC I NOTES (HASS) (1) Calculations were performed by the BASS 8.7 computer program I in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. I 208 Southside Square Petersburg, TN 37144 (931) 659-9760 l (2) 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 0.105 gpm. I (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 17.1 ft/sec at pipe 35. I (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I Available pressure at source node SR2 under full flow conditions is 127.92 psi with a flow of 276.42 gpm. PIPE FITTINGS TABLE l Pipe Table Name: STANDARD.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 DPVlv NPTee I 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 9/6/2017RY CREEK\10 -CALCS\C6679 QUARRY CREEK B2 TYPE I AREA 3B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #2 TYPE I AREA 3B ATTIC I PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G I F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 I I I I I I I I I I I I I f INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #6 TYPE IV DRAWING NUMBER:FP2.41 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B6 TYPE IV AREA 1A REMOTE AREA LOCATION: A1-E/G2.0 I I I I I I 11 I OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 HAZARD OCCUPANCY DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 586.0 sq. ft. COVERAGE PER SPRINKLER: 130.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 8 * INRACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 250.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 409.0 gpm FLOW AND PRESSURE (AT BASE OF RISER): 159.0 gpm @ 61.0 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by BASS under license * 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I I I Ii I I I (Notes continue after pipe calculations results.) p 5 28.0 -14. G A 112.( U G E P R 84.0 E S S U R E 56.0 WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG 46 TYPE IV AREA 1A NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SR6 128.6 72.3 3098.0 127.2 409.0 74.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 409.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 159.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR6 0.0 SOURCE 74.6 159.0 BF1 3.0 - - - - 73.0 BF2 3.0 - - - - 61.0 - - - BR6 0.0 - - - - 61.0 - - - TR6 9.0 - - - - 53.5 - - - 1A 9.0 - - - - 45.6 - - - lB 9.0 - - - - 42.6 - - - 1C 9.0 - - - - 40.9 - - - 1D 9.0 - - - - 40.9 - - - 1E 9.0 - - - - 21.4 - - - iF 9.0 - - - - 21.6 - - - 1G 9.0 - - - - 22.3 - - - 1H 9.0 - - - - 22.6 - - - 1 9.0 - - - - 14.0 - - - 2 9.0 - - - - 13.0 - - - 3 9.0 - - - - 12.9 - - - 4 9.0 - - - - 13.1 - - - 5 9.0 - - - - 13.5 - - - 6 9.0 - - - - 12.6 - - - 7 9.0 - - - - 12.6 - - - 8 9.0 - - - - 12.8 - - - 101 9.0 K= 5.60 13.5 20.6 102 9.0 K= 5.60 12.5 19.8 103 9.0 K= 5.60 12.4 19.7 104 9.0 K= 5.60 12.6 19.9 105 9.0 K= 5.60 13.1 20.2 106 9.0 K= 5.60 12.2 19.5 107 9.0 K= 5.60 12.1 19.5 I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 1A I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (FT) (PSI) (GPM) 108 9.0 K= 5.60 12.3 19.7 I I I I I I I I I I I I rl I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 1A NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 73.0 BF1 3.0 73.0 159.0 BF2 E4.000 T:39.0 43.00 1.3 5R6 0.0 74.6 159.0 4.240 G: 4.0 57.00 0.004 0.3 Pipe: 2 0.0 Fixed Pressure Loss Device 3F2 3.0 61.0 159.0 6R6 12.0 psi, 159.0 gpm EF1 3.0 73.0 159.0 Pipe: 3 0.0 0.0 205.00 150 61.0 BR6 0.0 61.0 159.0 TR6 E4.000 5E100.0 100.00 -1.3 BF2 3.0 61.0 159.0 4.240 305.00 0.004 1.4 Pipe: 4 0.0 0.0 9.00 120 53.5 TR6 9.0 53.5 159.0 1A 2.000 E: 3.8 4.76 3.9 3R6 0.0 61.0 159.0 2.003 G: 1.0 13.76 0.258 3.6 Pipe: 5 0.0 48.9 1 7.50 150 45.6 1A 9.0 45.6 110.1 13 1.500 2E: 8.0 8.00 0.0 TR6 9.0 53.5 159.0 1.598 15.50 0.513 8.0 Pipe: 6 0.0 46.7 5 11.50 150 42.6 lB 9.0 42.6 63.4 1C 1.500 0.00 0.0 1A 9.0 45.6 110.1 1.598 11.50 0.260 3.0 Pipe: 7 0.0 0.0 15.20 150 40.9 1C 9.0 40.9 63.4 1H 1.500 R: 2.7 2.70 0.0 13 9.0 42.6 63.4 1.598 17.90 0.094 1.7 Pipe: 8 0.0 0.0 4.70 150 40.9 1C 9.0 40.9 0.0 1.500 ---- 0.00 0.0 1D 9.0 40.9 0.0 1.598 4.70 0.000 0.0 Pipe: 9 0.0 0.0 11.50 150 21.4 1E 9.0 21.4 31.1 4 1.500 ---- 0.00 0.0 iF 9.0 21.6 31.1 1.598 11.50 0.025 0.3 Pipe: 10 0.0 32.2 8 7.20 150 21.6 iF 9.0 21.6 31.1 1E 1.500 ---- 0.00 0.0 1G 9.0 22.3 63.4 1.598 7.20 0.094 0.7 Pipe: 11 0.0 0.0 2.50 150 22.3 1G 9.0 22.3 63.4 iF 1.500 ---- 0.00 0.0 1H 9.0 22.6 63.4 1.598 2.50 0.094 0.2 [1 I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 12 0.0 0.0 142.00 150 22.6 1H 9.0 22.6 63.4 1G 1.500 3E:12.0 54.00 0.0 1C 9.0 40.9 63.4 1.598 5T:42.0 196.00 0.094 18.3 Pipe: 13 0.0 20.6 101 69.20 150 14.0 1 9.0 14.0 28.3 2 1.000 T: 6.0 19.60 0.0 1A 9.0 45.6 48.9 1.101 8R:13.6 88.80 0.356 31.6 Pipe: 14 0.0 19.8 102 8.00 150 13.0 2 9.0 13.0 8.5 3 1.000 ---- 0.00 0.0 1 9.0 14.0 28.3 1.101 8.00 0.129 1.0 Pipe: 15 0.0 19.7 103 6.00 150 12.9 3 9.0 12.9 -11.2 4 1.000 ---- 0.00 0.0 2 9.0 13.0 8.5 1.101 6.00 0.014 0.1 Pipe: 16 0.0 19.7 103 8.00 150 12.9 3 9.0 12.9 -8.5 2 1.000 ---- 0.00 0.0 4 9.0 13.1 11.2 1.101 8.00 0.023 0.2 Pipe: 17 0.0 19.9 104 41.00 150 13.1 4 9.0 13.1 11.2 3 1.000 T: 6.0 12.80 0.0 1E 9.0 21.4 31.1 1.101 4R: 6.8 53.80 0.154 8.3 Pipe: 18 0.0 20.2 105 69.20 150 13.5 5 9.0 13.5 26.5 6 1.000 T: 6.0 19.60 0.0 lB 9.0 42.6 46.7 1.101 8R:13.6 88.80 0.327 29.0 Pipe: 19 0.0 19.5 106 8.00 150 12.6 6 9.0 12.6 6.9 7 1.000 ---- 0.00 0.0 5 9.0 13.5 26.5 1.101 8.00 0.114 0.9 Pipe: 20 0.0 19.5 107 6.00 150 12.6 7 9.0 12.6 -12.6 8 1.000 ---- 0.00 0.0 6 9.0 12.6 6.9 1.101 6.00 0.010 0.1 Pipe: 21 0.0 19.5 107 8.00 150 12.6 7 9.0 12.6 -6.9 6 1.000 ---- 0.00 0.0 8 9.0 12.8 12.6 1.101 8.00 0.029 0.2 Pipe: 22 0.0 19.7 108 41.00 150 12.8 8 9.0 12.8 12.6 7 1.000 T: 6.0 12.80 0.0 iF 9.0 21.6 32.2 1.101 4R: 6.8 53.80 0.165 8.9 I I I I I I I I I I 1 LI I I I N Li I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK 36 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 23 5.60 20.6 Disch 0.80 150 13.5 101 9.0 13.5 0.0 1.000 T: 6.0 6.00 0.0 1 9.0 14.0 20.6 1.101 6.80 0.072 0.5 Pipe: 24 5.60 19.8 Disch 0.80 150 12.5 102 9.0 12.5 0.0 1.000 T: 6.0 6.00 0.0 2 9.0 13.0 19.8 1.101 6.80 0.067 0.5 Pipe: 25 5.60 19.7 Disch 0.80 150 12.4 103 9.0 12.4 0.0 1.000 T: 6.0 6.00 0.0 3 9.0 12.9 19.7 1.101 6.80 0.066 0.5 Pipe: 26 5.60 19.9 Disch 0.80 150 12.6 104 9.0 12.6 0.0 1.000 T: 6.0 6.00 0.0 4 9.0 13.1 19.9 1.101 6.80 0.067 0.5 Pipe: 27 5.60 20.2 Disch 0.80 150 13.1 105 9.0 13.1 0.0 1.000 T: 6.0 6.00 0.0 5 9.0 13.5 20.2 1.101 6.80 0.070 0.5 Pipe: 28 5.60 19.5 Disch 0.80 150 12.2 106 9.0 12.2 0.0 1.000 T: 6.0 6.00 0.0 6 9.0 12.6 19.5 1.101 6.80 0.065 0.4 Pipe: 29 5.60 19.5 Disch 0.80 150 12.1 107 9.0 12.1 0.0 1.000 T: 6.0 6.00 0.0 7 9.0 12.6 19.5 1.101 6.80 0.065 0.4 Pipe: 30 5.60 19.7 Disch 0.80 150 12.3 108 9.0 12.3 0.0 1.000 T: 6.0 6.00 0.0 8 9.0 12.8 19.7 1.101 6.80 0.066 0.4 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.122 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA lA Total pressure at each node is used in balancing the system. Maximum water velocity is 25.4 ft/sec at pipe 5. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR6 under full flow conditions is 126.82 psi with a flow of 472.95 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 El Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 I I I I I [1 I 1 I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING 46 TYPE IV DRAWING NUMBER:FP2.42 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B6TYPEIV AREA 3A REMOTE AREA LOCATION: UNIT A2-H-R I OCCUPANCY CLASSIFICATION: RESIDENTIAL LIGHT HAZARD OCCUPANCY DENSITY: 0.10 gpm/sq. ft. AREA OF APPLICATION: 527.0 sq. ft. COVERAGE PER SPRINKLER: 256.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO RESD LHII K4.9 NUMBER OF SPRINKLERS CALCULATED: 4 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 100.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 222.0 gpm FLOW AND PRESSURE (AT BASE OF RISER): 122.0 gpm @ 88.3 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by I-IRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) I I I I I I 1 I I I r] I I I I I I I (Notes continue after pipe calculations results.) I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/6/2017Y CREEK\lO -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A I I I I I I I I I I Li I I I 0 0 0 (N • 0 CD • CD U) (N 0 CDflW(11 -aCO-H---- Q C I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017Y CREEK\10 -CALC,S\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG 16 TYPE IV AREA 3A NFPA 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) SR6 128.6 72.3 3098.0 128.1 222.0 101.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 222.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 122.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (PT) (PSI) (GPM) SR6 0.0 SOURCE 101.3 122.0 BF1 3.0 - - - - 99.8 - - - BF2 3.0 - - - - 87.8 - - - BR6 0.0 - - - - 88.3 - - - TR6 9.0 - - - - 82.2 - - - 1A 9.0 - - - - 77.4 - - - 13 9.0 - - - - 74.6 - - - 1C 9.0 - - - - 71.4 - - - 1D 9.0 - - - - 71.0 - - - 1E 9.0 - - - - 68.5 - - - iF 9.0 - - - - 68.4 - - - 1G 9.0 - - - - 68.2 - - - 1H 9.0 - - - - 68.3 - - - 1 9.0 - - - - 72.6 - - - 2 9.0 - - - - 72.2 - - - 3 9.0 - - - - 71.8 - - - 4 9.0 - - - - 71.4 - - - 5 9.0 - - - - 71.3 - - - 6 9.0 - - - - 71.0 - - - 7 9.0 - - - - 70.8 - - - 8 9.0 - - - - 70.4 - - - 1D1 9.0 - - - - 68.7 - - - 1G1 9.0 - - - - 66.3 - - - 2D1 19.0 - - - - 61.7 - - - 2G1 19.0 - - - - 59.9 - - - 3D1 29.0 - - - - 55.4 - - - 3G1 29.0 - - - - 54.1 - - - 3A 29.0 - - - - 52.4 - - - I I I I I I I I I [1 I I I FT I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 3B 29.0 - - - - 50.3 - - - 3C 29.0 - - - - 49.8 - - - 3D 29.0 - - - - 53.1 - - - 3E 29.0 - - - - 51.2 - - - 3F 29.0 - - - - 50.7 - - - 31 29.0 - - - - 41.7 - - - 32 29.0 - - - - 41.7 - - - 33 29.0 - - - - 46.2 - - - 34 29.0 - - - - 46.0 - - - 301 29.0 K= 4.90 40.6 31.2 302 29.0 K= 4.00 41.0 25.6 303 29.0 K= 4.90 43.5 32.3 304 29.0 K= 4.90 44.9 32.8 I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 14.00 150 99.8 BF1 3.0 99.8 122.0 BF2 E4.000 T:39.0 43.00 1.3 SR6 0.0 101.3 122.0 4.240 G: 4.0 57.00 0.003 0.2 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 87.8 122.0 BR6 12.0 psi, 122.0 gpm BF1 3.0 99.8 122.0 Pipe: 3 0.0 0.0 205.00 150 88.3 BR6 0.0 88.3 122.0 TR6 E4.000 5E100.0 100.00 -1.3 BF2 3.0 87.8 122.0 4.240 305.00 0.003 0.8 Pipe: 4 0.0 0.0 9.00 120 82.2 TR6 9.0 82.2 122.0 1A 2.000 E: 3.8 4.76 3.9 BR6 0.0 88.3 122.0 2.003 G: 1.0 13.76 0.158 2.2 Pipe: 5 0.0 17.6 1 7.50 150 77.4 1A 9.0 77.4 104.4 lB 1.500 2E: 8.0 8.00 0.0 TR6 9.0 82.2 122.0 1.598 15.50 0.314 4.9 Pipe: 6 0.0 14.6 5 11.50 150 74.6 lB 9.0 74.6 89.8 1C 1.500 ---- 0.00 0.0 1A 9.0 77.4 104.4 1.598 11.50 0.236 2.7 Pipe: 7 0.0 24.6 1H 15.20 150 71.4 1C 9.0 71.4 65.2 1D 1.500 R: 2.7 2.70 0.0 lB 9.0 74.6 89.8 1.598 17.90 0.178 3.2 Pipe: 8 0.0 0.0 4.70 150 71.0 1D 9.0 71.0 65.2 1D1 1.500 ---- 0.00 0.0 1C 9.0 71.4 65.2 1.598 4.70 0.099 0.5 Pipe: 9 0.0 32.2 1G 11.50 150 68.4 iF 9.0 68.4 -14.6 8 1.500 ---- 0.00 0.0 1E 9.0 68.5 17.6 1.598 11.50 0.009 0.1 Pipe: 10 0.0 56.8 1G1 7.20 150 68.2 1G 9.0 68.2 -24.6 1H 1.500 ---- 0.00 0.0 iF 9.0 68.4 32.2 1.598 7.20 0.027 0.2 Pipe: 11 0.0 56.8 1G1 2.50 150 68.2 1G 9.0 68.2 -32.2 iF 1.500 ---- 0.00 0.0 1H 9.0 68.3 24.6 1.598 2.50 0.016 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 0.0 142.00 150 68.3 1H 9.0 68.3 24.6 1G 1.500 3E:12.0 54.00 0.0 lC 9.0 71.4 24.6 1.598 5T:42.0 196.00 0.016 3.2 Pipe: 13 0.0 0.0 69.20 150 72.6 1 9.0 72.6 17.6 2 1.000 T: 6.0 19.60 0.0 1A 9.0 77.4 17.6 1.101 8R:13.6 88.80 0.054 4.8 Pipe: 14 0.0 0.0 8.00 150 72.2 2 9.0 72.2 17.6 3 1.000 ---- 0.00 0.0 1 9.0 72.6 17.6 1.101 8.00 0.054 0.4 Pipe: 15 0.0 0.0 6.00 150 71.8 3 9.0 71.8 17.6 4 1.000 ---- 0.00 0.0 2 9.0 72.2 17.6 1.101 6.00 0.054 0.3 Pipe: 16 0.0 0.0 8.00 150 71.4 4 9.0 71.4 17.6 1E 1.000 ---- 0.00 0.0 3 9.0 71.8 17.6 1.101 8.00 0.054 0.4 Pipe: 17 0.0 0.0 41.00 150 68.5 1E 9.0 68.5 17.6 iF 1.000 T: 6.0 12.80 0.0 4 9.0 71.4 17.6 1.101 4R: 6.8 53.80 0.054 2.9 Pipe: 18 0.0 0.0 69.20 150 71.3 5 9.0 71.3 14.6 6 1.000 T: 6.0 19.60 0.0 lB 9.0 74.6 14.6 1.101 8R:13.6 88.80 0.038 3.4 Pipe: 19 0.0 0.0 8.00 150 71.0 6 9.0 71.0 14.6 7 1.000 ---- 0.00 0.0 5 9.0 71.3 14.6 1.101 8.00 0.038 0.3 Pipe: 20 0.0 0.0 6.00 150 70.8 7 9.0 70.8 14.6 8 1.000 ---- 0.00 0.0 6 9.0 71.0 14.6 1.101 6.00 0.038 0.2 Pipe: 21 0.0 0.0 8.00 150 70.4 8 9.0 70.4 14.6 iF 1.000 ---- 0.00 0.0 7 9.0 70.8 14.6 1.101 8.00 0.038 0.3 Pipe: 22 0.0 32.2 1G 41.00 150 68.4 iF 9.0 68.4 -17.6 1E 1.000 T: 6.0 12.80 0.0 8 9.0 70.4 14.6 1.101 4R: 6.8 53.80 0.038 2.0 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 23 0.0 0.0 4.80 150 68.7 1D1 9.0 68.7 65.2 2D1 1.250 T: 7.3 7.30 0.0 1D 9.0 71.0 65.2 1.394 12.10 0.192 2.3 Pipe: 24 0.0 0.0 5.50 150 66.3 1G1 9.0 66.3 56.8 2G1 1.250 T: 7.3 7.30 0.0 1G 9.0 68.2 56.8 1.394 12.80 0.149 1.9 Pipe: 25 0.0 0.0 10.00 150 61.7 2D1 19.0 61.7 65.2 3D1 1.250 E: 3.8 3.80 4.3 1D1 9.0 68.7 65.2 1.394 13.80 0.192 2.6 Pipe: 26 0.0 0.0 10.00 150 59.9 2G1 19.0 59.9 56.8 3G1 1.250 5: 3.8 3.80 4.3 1G1 9.0 66.3 56.8 1.394 13.80 0.149 2.1 Pipe: 27 0.0 0.0 10.00 150 55.4 3D1 29.0 55.4 65.2 3A 1.250 ---- 0.00 4.3 2D1 19.0 61.7 65.2 1.394 10.00 0.192 1.9 Pipe: 28 0.0 0.0 10.00 150 54.1 3G1 29.0 54.1 56.8 3D 1.250 ---- 0.00 4.3 2G1 19.0 59.9 56.8 1.394 10.00 0.149 1.5 Pipe: 29 0.0 31.4 31 8.00 150 52.4 3A 29.0 52.4 33.8 3B 1.250 2E: 7.6 7.60 0.0 3D1 29.0 55.4 65.2 1.394 15.60 0.192 3.0 Pipe: 30 0.0 16.8 33 11.90 150 50.3 3B 29.0 50.3 17.1 3C 1.000 ---- 0.00 0.0 3A 29.0 52.4 33.8 1.101 11.90 0.180 2.1 Pipe: 31 0.0 0.0 9.90 150 49.8 3C 29.0 49.8 17.1 34 1.000 ---- 0.00 0.0 3B 29.0 50.3 17.1 1.101 9.90 0.051 0.5 Pipe: 32 0.0 25.5 32 2.80 150 53.1 3D 29.0 53.1 31.3 3E 1.250 5: 3.8 3.80 0.0 3G1 29.0 54.1 56.8 1.394 6.60 0.149 1.0 Pipe: 33 0.0 15.6 33 6.50 150 51.2 3E 29.0 51.2 15.8 3F 1.000 T: 6.0 6.00 0.0 3D 29.0 53.1 31.3 1.101 12.50 0.156 1.9 I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 34 0.0 0.0 12.00 150 50.7 3F 29.0 50.7 15.8 34 1.000 ---- 0.00 0.0 3E 29.0 51.2 15.8 1.101 12.00 0.044 0.5 Pipe: 35 0.0 31.2 301 2E: 5.0 47.50 150 41.7 31 29.0 41.7 0.1 32 1.000 T: 6.0 21.20 0.0 3A 29.0 52.4 31.4 1.101 6R:10.2 68.70 0.156 10.7 Pipe: 36 0.0 25.6 302 8.50 150 41.7 32 29.0 41.7 -25.5 3D 1.000 ---- 0.00 0.0 31 29.0 41.7 0.1 1.101 8.50 0.000 0.0 Pipe: 37 0.0 0.0 2E: 5.0 83.00 150 41.7 32 29.0 41.7 25.5 302 1.000 T: 6.0 24.60 0.0 3D 29.0 53.1 25.5 1.101 8R:13.6 107.60 0.106 11.4 Pipe: 38 0.0 32.3 303 E: 2.5 61.00 150 46.2 33 29.0 46.2 -15.6 3E 1.000 2T:12.0 23.00 0.0 3B 29.0 50.3 16.8 1.101 5R: 8.5 84.00 0.049 4.1 Pipe: 39 0.0 32.3 303 2E: 5.0 91.00 150 46.2 33 29.0 46.2 -16.8 3B 1.000 T: 6.0 26.30 0.0 3E 29.0 51.2 15.6 1.101 9R:15.3 117.30 0.043 5.0 Pipe: 40 0.0 32.8 304 60.30 150 46.0 34 29.0 46.0 -15.8 3F 1.000 T: 6.0 14.50 0.0 3C 29.0 49.8 17.1 1.101 5R: 8.5 74.80 0.051 3.8 Pipe: 41 0.0 32.8 304 2E: 5.0 85.00 150 46.0 34 29.0 46.0 -17.1 3C 1.000 T: 6.0 21.20 0.0 3F 29.0 50.7 15.8 1.101 6R:10.2 106.20 0.044 4.7 Pipe: 42 4.90 31.2 Disch 0.80 150 40.6 301 29.0 40.6 0.0 1.000 T: 6.0 6.00 0.0 31 29.0 41.7 31.2 1.101 6.80 0.155 1.1 Pipe: 43 4.00 25.6 Disch 0.80 150 41.0 302 29.0 41.0 0.0 1.000 T: 6.0 6.00 0.0 32 29.0 41.7 25.6 1.101 6.80 0.107 0.7 Pipe: 44 4.90 32.3 Disch 7.50 150 43.5 303 29.0 43.5 0.0 1.000 E: 2.5 8.50 0.0 33 29.0 46.2 32.3 1.101 T: 6.0 16.00 0.165 2.6 I I I I I I I L El I k I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A I Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node E (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) I Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 45 4.90 32.8 Disch 0.80 150 44.9 304 29.0 44.9 0.0 1.000 T: 6.0 6.00 0.0 34 29.0 46.0 32.8 1.101 6.80 0.170 1.2 i NOTES (BASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by I HRS Systems, Inc. 208 Southside Square TN 37144 I Petersburg, (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum I imbalance at any node of 0.130 gpm. I Total pressure at each node is used in balancing the Maximum water velocity is 19.5 ft/sec at pipe 5. system. Items listed in bold print on the cover sheet I are automatically transferred from the calculation report. I (5) Available pressure at source node SR6 under full flow conditions is 128.06 psi with a flow of 242.40 gpm. I (6) PIPE FITTINGS TABLE I Pipe Table Name: STANDARD.PIP I I I I ( L. I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/6/2017Y CREEK\10 -CALCS\C6679 QUARRY CREEK B6 TYPE IV AREA 3A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #6 TYPE IV AREA 3A I PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N I Eli Tee LngEli ChkViv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 PAGE: F MATERIAL: CPVC HWC: 150 I Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G I 1.101 F45 1.40 El Tee RunT Kplg 2.50 6.00 1.70 1.00 ChkVlv 8.00 Gate 0.40 1.394 1.80 3.80 7.30 2.30 1.00 11.00 0.80 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #13 TYPE VI DRAWING NUMBER:FP2.11 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B13 TYPE VI AREA 1A REMOTE AREA LOCATION: MAINT OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 HAZARD OCCUPANCY DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1512.0 sq. ft. COVERAGE PER SPRINKLER: 120.0 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 16 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 250.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 567.9 gpm FLOW AND PRESSURE (AT BASE OF RISER): 317.9 gpm 8 96.3 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) p 5 28.0 I, -14.7 G A 112.0 U G E P R 84.0 E S S U R E 56.0 WATER SUPPLY ANALYSIS 140.0 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. S DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SR13 128.6 72.3 3098.0 126.1 567.9 111.5 I I I I AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 567.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM I OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 317.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SR13 0.0 SOURCE 111.5 317.9 - • SF1 3.0 - - - - BF2 3.0 - - - - 110.1 98.1 - - - - - - • BR13 0.0 - - - - 98.6 - - - TR13 9.0 - - - - 94.0 - - - 1A 9.0 - - - - 93.3 - - - I lB 9.0 - - - - 92.4 - - - 1C 9.0 - - - - 72.8 - - - I 1D 9.0 - - - - 1E 9.0 - - - - 53.6 50.6 - - - - - - iF 9.0 - - - - 50.0 - - - 1G 9.0 - - - - 18.2 - - - il-i 9.0 - - - - 15.1 - - - I 11 9.0 - - - - 14.6 - - - 1K 9.0 - - - - 11.0 - - - 1L 9.0 - - - - 14.2 - - - U 1M 9.0 - - - - 14.2 - - - 1 9.0 - - - - 15.6 - - - 2 9.0 - - - - 14.8 - - - 3 9.0 - - - - 11.6 - - - U 4 9.0 - - - - 10.9 - - - 5 9.0 - - - - 10.9 - - - 6 9.0 - - - - 12.3 - - - I 7 9.0 - - - - 10.9 - - - 8 9.0 - - - - 10.7 - - - 9 9.0 - - - - 13.6 - - - 10 9.0 - - - - 13.8 - - - I 11 9.0 - - - - 13.9 - - - I NOTES I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (FT) (PSI) (GPM) 12 9.0 - - - - 14.9 - - - 13 9.0 - - - - 13.6 - - - 14 9.0 - - - - 13.7 - - - I 15 9.0 - - - - 13.7 - - - 16 9.0 - - - - 14.7 - - - 101 9.0 K= 5.60 14.8 21.6 I 102 9.0 K= 5.60 14.1 21.0 103 9.0 K= 5.60 11.2 18.7 104 9.0 K= 5.60 10.5 18.2 105 9.0 K= 5.60 10.5 18.1 I 106 9.0 K= 5.60 11.8 19.3 107 9.0 K= 5.60 10.5 18.2 108 9.0 K= 5.60 10.3 18.0 I 109 9.0 K= 5.60 13.4 20.5 110 9.0 K= 5.60 13.3 20.4 111 9.0 K= 5.60 13.4 20.5 112 9.0 K= 5.60 14.4 21.3 I 113 9.0 K= 5.60 13.3 20.4 114 9.0 K= 5.60 13.2 20.3 115 9.0 K= 5.60 13.2 20.4 1 116 9.0 K= 5.60 14.1 21.1 I I I I L LI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 7.50 150 110.1 BF1 3.0 110.1 317.9 BF2 E6.000 T:46.0 51.00 1.3 SR13 0.0 111.5 317.9 6.080 G: 5.0 58.50 0.003 0.2 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 98.1 317.9 BR13 12.0 psi, 317.9 gpm BF1 3.0 110.1 317.9 Pipe: 3 0.0 0.0 182.00 150 98.6 BR13 0.0 98.6 317.9 TR13 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 98.1 317.9 6.080 270.00 0.003 0.7 Pipe: 4 0.0 0.0 9.00 120 94.0 TR13 9.0 94.0 317.9 1A 4.000 E: 9.7 11.63 3.9 BR13 0.0 98.6 317.9 4.000 G: 1.9 20.63 0.032 0.7 Pipe: 5 0.0 0.0 8.10 150 93.3 1A 9.0 93.3 317.9 lB 4.000 2E:29.3 29.28 0.0 TR13 9.0 94.0 317.9 4.000 37.38 0.021 0.8 Pipe: 6 0.0 0.0 10.30 150 92.4 lB 9.0 92.4 317.9 1C 4.000 T:29.3 29.28 0.0 1A 9.0 93.3 317.9 4.000 39.58 0.021 0.8 Pipe: 7 0.0 0.0 41.50 150 72.8 1C 9.0 72.8 317.9 lD 2.500 T:14.7 39.20 0.0 lB 9.0 92.4 317.9 2.423 5R:24.5 80.70 0.244 19.7 Pipe: 8 0.0 225.7 1G 39.30 150 53.6 1D 9.0 53.6 92.2 1E 2.500 T:14.7 39.20 0.0 1C 9.0 72.8 317.9 2.423 5R:24.5 78.50 0.244 19.1 Pipe: 9 0.0 46.9 12 7.83 150 50.6 1E 9.0 50.6 45.3 iF 1.500 T: 8.4 8.40 0.0 1D 9.0 53.6 92.2 1.598 16.23 0.187 3.0 Pipe: 10 0.0 0.0 12.00 150 50.0 iF 9.0 50.0 45.3 16 1.500 ---- 0.00 0.0 1E 9.0 50.6 45.3 1.598 12.00 0.050 0.6 Pipe: ii 0.0 25.2 1K 2E:11.4 81.00 150 18.2 1G 9.0 18.2 200.4 1 2.000 T:12.0 27.40 0.0 1D 9.0 53.6 225.7 2.003 R: 4.0 108.40 0.327 35.4 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 21.6 101 9.90 150 15.6 1 9.0 15.6 178.9 1H 2.000 ---- 0.00 0.0 1G 9.0 18.2 200.4 2.003 9.90 0.262 2.6 Pipe: 13 0.0 39.1 3 2.30 150 15.1 1H 9.0 15.1 139.8 2 2.000 ---- 0.00 0.0 1 9.0 15.6 178.9 2.003 2.30 0.212 0.5 Pipe: 14 0.0 21.0 102 2.10 150 14.8 2 9.0 14.8 118.8 1J 2.000 ---- 0.00 0.0 1H 9.0 15.1 139.8 2.003 2.10 0.135 0.3 Pipe: 15 0.0 46.1 6 2.70 150 14.6 1J 9.0 14.6 72.6 1L 2.000 ---- 0.00 0.0 2 9.0 14.8 118.8 2.003 2.70 0.100 0.3 Pipe: 16 0.0 15.3 10 14.00 150 14.2 1L 9.0 14.2 36.9 1M 2.500 E: 6.9 6.90 0.0 1J 9.0 14.6 72.6 2.423 20.90 0.016 0.3 Pipe: 17 0.0 16.4 14 13.00 150 14.2 iN 9.0 14.2 20.4 13 2.500 ---- 0.00 0.0 1L 9.0 14.2 36.9 2.423 13.00 0.005 0.1 Pipe: 18 0.0 18.7 103 9.00 150 11.6 3 9.0 11.6 20.4 4 1.000 T: 6.0 6.00 0.0 lH 9.0 15.1 39.1 1.101 15.00 0.235 3.5 Pipe: 19 0.0 18.2 104 10.00 150 10.9 4 9.0 10.9 2.2 5 1.000 ---- 0.00 0.0 3 9.0 11.6 20.4 1.101 10.00 0.070 0.7 Pipe: 20 0.0 18.1 105 10.00 150 10.9 5 9.0 10.9 -15.9 1K 1.000 ---- 0.00 0.0 4 9.0 10.9 2.2 1.101 10.00 0.001 0.0 Pipe: 21 0.0 18.1 105 2.30 150 10.9 5 9.0 10.9 -2.2 4 1.000 ---- 0.00 0.0 1K 9.0 11.0 15.9 1.101 2.30 0.045 0.1 Pipe: 22 0.0 9.3 8 E: 2.5 47.70 150 11.0 1K 9.0 11.0 15.9 5 1.000 2T:12.0 21.30 0.0 1G 9.0 18.2 25.2 1.101 4R: 6.8 69.00 0.105 7.2 1 1 I 11 I I I I I I LI I I I I I I I N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 23 0.0 18.0 108 12.80 150 10.7 8 9.0 10.7 -8.7 7 1.000 E: 2.5 4.20 0.0 1K 9.0 11.0 9.3 1.101 R: 1.7 17.00 0.017 0.3 Pipe: 24 0.0 18.0 108 10.00 150 10.7 8 9.0 10.7 -9.3 1K 1.000 2R: 3.4 3.40 0.0 7 9.0 10.9 8.7 1.101 13.40 0.015 0.2 Pipe: 25 0.0 18.2 107 10.00 150 10.9 7 9.0 10.9 8.7 8 1.000 R: 1.7 1.70 0.0 6 9.0 12.3 26.9 1.101 11.70 0.117 1.4 Pipe: 26 0.0 19.3 106 7.20 150 12.3 6 9.0 12.3 26.9 7 1.000 ---- 0.00 0.0 1J 9.0 14.6 46.1 1.101 7.20 0.319 2.3 Pipe: 27 0.0 0.0 2.80 150 13.6 9 9.0 13.6 20.5 109 1.000 T: 6.0 6.00 0.0 1L 9.0 14.2 20.5 1.101 8.80 0.071 0.6 Pipe: 28 0.0 20.4 110 5.40 150 13.8 10 9.0 13.8 -5.2 11 1.000 T: 6.0 6.00 0.0 1L 9.0 14.2 15.3 1.101 11.40 0.041 0.5 Pipe: 29 0.0 20.4 110 12.00 150 13.8 10 9.0 13.8 -15.3 1L 1.000 2E: 5.0 5.00 0.0 11 9.0 13.9 5.2 1.101 17.00 0.006 0.1 Pipe: 30 0.0 20.5 111 9.70 150 13.9 11 9.0 13.9 5.2 10 1.000 ---- 0.00 0.0 12 9.0 14.9 25.7 1.101 9.70 0.108 1.0 Pipe: 31 0.0 21.3 112 88.70 150 14.9 12 9.0 14.9 25.7 11 1.000 T: 6.0 19.60 0.0 1E 9.0 50.6 46.9 1.101 8R:13.6 108.30 0.329 35.7 Pipe: 32 0.0 0.0 2.80 150 13.6 13 9.0 13.6 20.4 113 1.000 T: 6.0 6.00 0.0 1M 9.0 14.2 20.4 1.101 8.80 0.071 0.6 Pipe: 33 0.0 20.3 114 5.40 150 13.7 14 9.0 13.7 -3.9 15 1.000 T: 6.0 6.00 0.0 iN 9.0 14.2 16.4 1.101 11.40 0.047 0.5 I I I [Ii I I I I El I I I I I I I I N I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK 513 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 34 0.0 20.3 114 12.00 150 13.7 14 9.0 13.7 -16.4 iN 1.000 2E: 5.0 5.00 0.0 15 9.0 13.7 3.9 1.101 17.00 0.003 0.1 Pipe: 35 0.0 20.4 115 9.70 150 13.7 15 9.0 13.7 3.9 14 1.000 ---- 0.00 0.0 16 9.0 14.7 24.3 1.101 9.70 0.097 0.9 Pipe: 36 0.0 21.1 116 2E: 5.0 89.70 150 14.7 16 9.0 14.7 24.3 15 1.000 T: 6.0 24.60 0.0 iF 9.0 50.0 45.3 1.101 8R:13.6 114.30 0.309 35.3 Pipe: 37 5.60 21.6 Disch 1.80 150 14.8 101 9.0 14.8 0.0 1.000 E: 2.5 8.50 0.0 1 9.0 15.6 21.6 1.101 T: 6.0 10.30 0.078 0.8 Pipe: 38 5.60 21.0 Disch 1.80 150 14.1 102 9.0 14.1 0.0 1.000 E: 2.5 8.50 0.0 2 9.0 14.8 21.0 1.101 T: 6.0 10.30 0.075 0.8 Pipe: 39 5.60 18.7 Disch 0.80 150 11.2 103 9.0 11.2 0.0 1.000 T: 6.0 6.00 0.0 3 9.0 11.6 18.7 1.101 6.80 0.060 0.4 Pipe: 40 5.60 18.2 Disch 0.80 150 10.5 104 9.0 10.5 0.0 1.000 T: 6.0 6.00 0.0 4 9.0 10.9 18.2 1.101 6.80 0.057 0.4 Pipe: 41 5.60 18.1 Disch 0.80 150 10.5 105 9.0 10.5 0.0 1.000 T: 6.0 6.00 0.0 5 9.0 10.9 18.1 1.101 6.80 0.057 0.4 Pipe: 42 5.60 19.3 Disch 0.80 150 11.8 106 9.0 11.8 0.0 1.000 T: 6.0 6.00 0.0 6 9.0 12.3 19.3 1.101 6.80 0.064 0.4 Pipe: 43 5.60 18.2 Disch 0.80 150 10.5 107 9.0 10.5 0.0 1.000 T: 6.0 6.00 0.0 7 9.0 10.9 18.2 1.101 6.80 0.057 0.4 Pipe: 44 5.60 18.0 Disch 0.80 150 10.3 108 9.0 10.3 0.0 1.000 T: 6.0 6.00 0.0 8 9.0 10.7 18.0 1.101 6.80 0.056 0.4 I I I I I I I [1 I I I I I I I LI I I Nc I ( SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK 313 TYPE VI AREA 1A.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA 1A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 45 5.60 20.5 Disch 0.80 150 13.4 109 9.0 13.4 0.0 1.000 E: 2.5 2.50 0.0 9 9.0 13.6 20.5 1.101 3.30 0.071 0.2 Pipe: 46 5.60 20.4 Disch 0.80 150 13.3 110 9.0 13.3 0.0 1.000 T: 6.0 6.00 0.0 10 9.0 13.8 20.4 1.101 6.80 0.071 0.5 Pipe: 47 5.60 20.5 Disch 0.80 150 13.4 111 9.0 13.4 0.0 1.000 T: 6.0 6.00 0.0 11 9.0 13.9 20.5 1.101 6.80 0.071 0.5 Pipe: 48 5.60 21.3 Disch 0.80 150 14.4 112 9.0 14.4 0.0 1.000 T: 6.0 6.00 0.0 12 9.0 14.9 21.3 1.101 6.80 0.076 0.5 Pipe: 49 5.60 20.4 Disch 0.80 150 13.3 113 9.0 13.3 0.0 1.000 E: 2.5 2.50 0.0 13 9.0 13.6 20.4 1.101 3.30 0.071 0.2 Pipe: 50 5.60 20.3 Disch 0.80 150 13.2 114 9.0 13.2 0.0 1.000 T: 6.0 6.00 0.0 14 9.0 13.7 20.3 1.101 6.80 0.070 0.5 Pipe: 51 5.60 20.4 Disch 0.80 150 13.2 115 9.0 13.2 0.0 1.000 T: 6.0 6.00 0.0 15 9.0 13.7 20.4 1.101 6.80 0.070 0.5 Pipe: 52 5.60 21.1 Disch 0.80 150 14.1 116 9.0 14.1 0.0 1.000 T: 6.0 6.00 0.0 16 9.0 14.7 21.1 1.101 6.80 0.075 0.5 NOTES (HASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.093 gpm. N INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR QUARRY CREEK APARTMENTS 3701 HAYMAR DRIVE CARLSBAD CA 92010 BUILDING #13 TYPE VI DRAWING NUMBER:FP2.61 DATE: SEP 6, 2017 -DESIGN DATA- REMOTE AREA NUMBER: B13 TYPE VI AREA lB REMOTE AREA LOCATION: G4.0 R OCCUPANCY CLASSIFICATION: ORDINARY GROUP 1 HAZARD OCCUPANCY DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1000.0 sq. ft. GARAGE COMPARTMENT COVERAGE PER SPRINKLER: 126.5 sq. ft. TYPE OF SPRINKLERS CALCULATED: TYCO MODEL TY-FRB PENDENT NUMBER OF SPRINKLERS CALCULATED: 8 *IN_RACK SPRINKLER DEMAND: N/A gpm HOSE-STREAM DEMAND: 250.0 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 420.3 gpm FLOW AND PRESSURE (AT BASE OF RISER): 170.3 gpm 8 100.6 psi TYPE OF SYSTEM: WET SYSTEM *VOLUME OF DRY OR PREACTION SYSTEM: N/A *DETAILS: WATER SUPPLY Source: VALLECITOS WATER Test Date: 7.2.2017 Test By: MODEL Location: CREEKSIDE, CARLSBAD Static: 131.3 psi Residual: 128.4 psi Flow: 1500.0 gpm Source Elevation Relative to Finished Floor Level: 0-0 ft. INSTALLING CONTRACTOR Name: INNOVATIVE FIRE PROTECTION INC Address: 8779 COTTONWOOD AVENUE SANTEE CA 92071 Phone: 619-593-8200 Certification number: C16-711148 NAME OF DESIGNER: JOE VELASCO AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT NOTES: Calculations performed by HASS under license # 16080621 granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) (Notes continue after pipe calculations results.) WATER SUPPLY ANALYSIS 1400 Static: 128.56 psi Resid: 72.31 psi Flow: 3098.0 gpm G A 112.( U G E P R 84.0 S S S U R E 56.0 p S 28.0 -14. - - - MM M - M M - M - - --mm PLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results (2) On Site pressures are based on hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG 113 TYPE VI AREA BA B2-L-R G4.OR NFPA 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) SR13 128.6 72.3 3098.0 127.2 420.3 112.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 420.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 170.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) SR13 0.0 SOURCE 112.9 170.3 BF1 3.0 - - - - 111.6 - - - BF2 3.0 - - - - 99.6 - - - BR13 0.0 - - - - 100.6 - - - TR13 9.0 - - - - 96.5 - - - 1A 9.0 - - - - 96.2 - - - lB 9.0 - - - - 96.1 - - - iN 9.0 - - - - 79.6 - - - 10 9.0 - - - - 66.4 - - - 1P 9.0 - - - - 66.4 - - - 1Q 9.0 - - - - 66.4 - - - 1R 9.0 - - - - 44.7 - - - is 9.0 - - - - 38.1 - - - iT 9.0 - - - - 40.0 - - - 1U 9.0 - - - - 11.8 - - - iv 9.0 - - - - 11.8 - - - 1Ai 9.0 - - - - 96.0 - - - 1A2 9.0 - - - - 95.9 - - - 1A3 9.0 - - - - 93.1 - - - 1A4 9.0 - - - - 93.1 - - - 1A5 9.0 - - - - 93.1 - - - 1N1 9.0 - - - - 80.5 - - - 1N2 9.0 - - - - 80.5 - - - 21 9.0 - - - - 21.6 - - - 22 9.0 - - - - 15.3 - - - 23 9.0 - - - - 12.6 - - - 24 9.0 - - - - 11.8 - - - 25 9.0 - - - - 20.8 - - - I I U SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA BA B2-L-R G4.OR I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES I (PT) (PSI) (GPM) 26 9.0 - - - - 15.0 - - - 27 9.0 - - - - 12.5 - - - 28 9.0 - - - - 11.8 - - - I 121 9.0 K= 5.60 20.9 25.6 122 9.0 K= 5.60 14.8 21.6 I 123 124 9.0 9.0 K= 5.60 K= 5.60 12.2 11.4 19.5 18.9 125 9.0 K= 5.60 20.1 25.1 126 9.0 K= 5.60 14.4 21.3 127 9.0 K= 5.60 12.0 19.4 I 128 9.0 K= 5.60 11.4 18.9 I I I [1 I I I [1 I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG 113 TYPE VI AREA BA B2-L -R G4.OR NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 7.50 150 111.6 SF1 3.0 111.6 170.3 BF2 E6.000 T:46.0 51.00 1.3 SR13 0.0 112.9 170.3 6.080 G: 5.0 58.50 0.001 0.1 Pipe: 2 0.0 Fixed Pressure Loss Device BF2 3.0 99.6 170.3 BR13 12.0 psi, 170.3 gpm BF1 3.0 111.6 170.3 Pipe: 3 0.0 0.0 182.00 150 100.6 BR13 0.0 100.6 170.3 TR13 E6.000 4E:88.0 88.00 -1.3 BF2 3.0 99.6 170.3 6.080 270.00 0.001 0.2 Pipe: 4 0.0 0.0 9.00 120 96.5 TR13 9.0 96.5 170.3 1A 4.000 E: 9.7 11.63 3.9 BR13 0.0 100.6 170.3 4.000 G: 1.9 20.63 0.010 0.2 Pipe: 5 0.0 19.4 1A5 8.10 120 96.2 1A 9.0 96.2 116.3 lB 4.000 2E:19.4 19.38 0.0 TR13 9.0 96.5 170.3 4.000 27.48 0.010 0.3 Pipe: 6 0.0 0.0 10.30 120 96.1 13 9.0 96.1 116.3 IN 4.000 T:19.4 19.38 0.0 1A 9.0 96.2 116.3 4.000 29.68 0.005 0.1 Pipe: 7 0.0 170.3 10 3E:17.1 122.50 150 79.6 IN 9.0 79.6 -54.0 1Nl 2.000 T:12.0 49.10 0.0 lB 9.0 96.1 116.3 2.003 5R:20.0 171.60 0.096 16.4 Pipe: 8 0.0 0.0 E: 5.7 38.50 150 66.4 10 9.0 66.4 170.3 1R 2.000 T:12.0 29.70 0.0 IN 9.0 79.6 170.3 2.003 3R:12.0 68.20 0.194 13.2 Pipe: 9 0.0 0.0 14.00 150 66.4 10 9.0 66.4 0.0 1.500 2E: 8.0 8.00 0.0 1P 9.0 66.4 0.0 1.598 22.00 0.000 0.0 Pipe: 10 0.0 0.0 12.00 150 66.4 1P 9.0 66.4 0.0 1.500 ---- 0.00 0.0 1Q 9.0 66.4 0.0 1.598 12.00 0.000 0.0 Pipe: 11 0.0 0.0 64.00 150 44.7 1R 9.0 44.7 170.3 IT 2.000 T:12.0 48.00 0.0 10 9.0 66.4 170.3 2.003 9R:36.0 112.00 0.194 21.7 I I I I I I I I I I I I I I I I I I I Ii I I I Iii I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK P13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA BA B2-L-R G4.OR Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 86.5 21 12.20 150 40.0 iT 9.0 40.0 83.8 is 2.000 T:12.0 12.00 0.0 1R 9.0 44.7 170.3 2.003 24.20 0.194 4.7 Pipe: 13 0.0 0.0 12.00 150 38.1 is 9.0 38.1 83.8 25 1.500 ---- 0.00 0.0 iT 9.0 40.0 83.8 1.598 12.00 0.157 1.9 Pipe: 14 0.0 0.0 12.00 150 11.8 iv 9.0 11.8 0.9 28 1.500 ---- 0.00 0.0 1U 9.0 11.8 0.9 1.598 12.00 0.000 0.0 Pipe: 15 0.0 25.6 121 12.00 150 21.6 21 9.0 21.6 60.9 22 1.000 T: 6.0 6.00 0.0 iT 9.0 40.0 86.5 1.101 18.00 1.022 18.4 Pipe: 16 0.0 21.6 122 11.70 150 15.3 22 9.0 15.3 39.4 23 1.000 ---- 0.00 0.0 21 9.0 21.6 60.9 1.101 11.70 0.534 6.3 Pipe: 17 0.0 19.5 123 11.50 150 12.6 23 9.0 12.6 19.8 24 1.000 ---- 0.00 0.0 22 9.0 15.3 39.4 1.101 11.50 0.238 2.7 Pipe: 18 0.0 18.9 124 11.90 150 11.8 24 9.0 11.8 0.9 1U 1.000 ---- 0.00 0.0 23 9.0 12.6 19.8 1.101 11.90 0.067 0.8 Pipe: 19 0.0 0.0 1.30 150 11.8 1U 9.0 11.8 0.9 1V 1.000 T: 6.0 6.00 0.0 24 9.0 11.8 0.9 1.101 7.30 0.000 0.0 Pipe: 20 0.0 25.1 125 12.00 150 20.8 25 9.0 20.8 58.7 26 1.000 T: 6.0 6.00 0.0 is 9.0 38.1 83.8 1.101 18.00 0.963 17.3 Pipe: 21 0.0 21.3 126 11.70 150 15.0 26 9.0 15.0 37.4 27 1.000 ---- 0.00 0.0 25 9.0 20.8 58.7 1.101 11.70 0.498 5.8 Pipe: 22 0.0 19.4 127 11.50 150 12.5 27 9.0 12.5 18.0 28 1.000 ---- 0.00 0.0 26 9.0 15.0 37.4 1.101 11.50 0.216 2.5 Nc I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA BA B2-L -R G4.UR Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node! Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 23 0.0 18.9 128 11.90 150 11.8 28 9.0 11.8 -0.9 iv 1.000 ---- 0.00 0.0 27 9.0 12.5 18.0 1.101 11.90 0.056 0.7 Pipe: 24 0.0 18.9 128 1.30 150 11.8 28 9.0 11.8 -18.0 27 1.000 T: 6.0 6.00 0.0 iv 9.0 11.8 0.9 1.101 7.30 0.000 0.0 Pipe: 25 5.60 25.6 Disch 0.80 150 20.9 121 9.0 20.9 0.0 1.000 T: 6.0 6.00 0.0 21 9.0 21.6 25.6 1.101 6.80 0.107 0.7 Pipe: 26 5.60 21.6 Disch 0.80 150 14.8 122 9.0 14.8 0.0 1.000 T: 6.0 6.00 0.0 22 9.0 15.3 21.6 1.101 6.80 0.078 0.5 Pipe: 27 5.60 19.5 Disch 0.80 150 12.2 123 9.0 12.2 0.0 1.000 T: 6.0 6.00 0.0 23 9.0 12.6 19.5 1.101 6.80 0.065 0.4 Pipe: 28 5.60 18.9 Disch 0.80 150 11.4 124 9.0 11.4 0.0 1.000 T: 6.0 6.00 0.0 24 9.0 11.8 18.9 1.101 6.80 0.061 0.4 Pipe: 29 5.60 25.1 Disch 0.80 150 20.1 125 9.0 20.1 0.0 1.000 T: 6.0 6.00 0.0 25 9.0 20.8 25.1 1.101 6.80 0.104 0.7 Pipe: 30 5.60 21.3 Disch 0.80 150 14.4 126 9.0 14.4 0.0 1.000 T: 6.0 6.00 0.0 26 9.0 15.0 21.3 1.101 6.80 0.076 0.5 Pipe: 31 5.60 19.4 Disch 0.80 150 12.0 127 9.0 12.0 0.0 1.000 T: 6.0 6.00 0.0 27 9.0 12.5 19.4 1.101 6.80 0.064 0.4 Pipe: 32 5.60 18.9 Disch 0.80 150 11.4 128 9.0 11.4 0.0 1.000 T: 6.0 6.00 0.0 28 9.0 11.8 18.9 1.101 6.80 0.061 0.4 Pipe: 33 0.0 17.5 1A4 8.00 150 96.0 1A1 9.0 96.0 17.1 1A2 1.500 ---- 0.00 0.0 1A 9.0 96.2 34.6 1.598 8.00 0.031 0.2 I I I I [1 [1 I r 1 I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK B13 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA BA B2-L -R G4.OR Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Frm Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 34 0.0 0.0 8.00 150 95.9 1A2 9.0 95.9 17.1 1A3 1.500 ---- 0.00 0.0 1A1 9.0 96.0 17.1 1.598 8.00 0.008 0.1 Pipe: 35 0.0 27.0 1N1 2E: 5.0 39.50 150 93.1 1A3 9.0 93.1 -9.8 1A4 1.000 T: 6.0 16.10 0.0 1A2 9.0 95.9 17.1 1.101 3R: 5.1 55.60 0.051 2.8 Pipe: 36 0.0 27.0 1N1 6.00 150 93.1 1A3 9.0 93.1 -17.1 1A2 1.500 T: 8.4 8.40 0.0 1A4 9.0 93.1 9.8 1.598 14.40 0.003 0.0 Pipe: 37 0.0 7.6 1A5 37.00 150 93.1 1A4 9.0 93.1 9.8 1A3 1.000 2T:12.0 17.10 0.0 1A1 9.0 96.0 17.5 1.101 3R: 5.1 54.10 0.053 2.9 Pipe: 38 0.0 27.0 1N1 8.00 150 93.1 1A5 9.0 93.1 -19.4 1A 1.500 T: 8.4 8.40 0.0 1A4 9.0 93.1 7.6 1.598 16.40 0.002 0.0 Pipe: 39 0.0 27.0 1N1 37.00 150 93.1 1A5 9.0 93.1 -7.6 1A4 1.000 2T:12.0 12.00 0.0 1A 9.0 96.2 19.4 1.101 49.00 0.064 3.1 Pipe: 40 0.0 170.3 10 12.00 150 79.6 IN 9.0 79.6 7116.3 lB 1.500 ---- 0.00 0.0 1N1 9.0 80.5 54.0 1.598 12.00 0.070 0.8 Pipe: 41 0.0 0.0 12.00 150 80.5 1N1 9.0 80.5 0.0 1.500 ---- 0.00 0.0 1N2 9.0 80.5 0.0 1.598 12.00 0.000 0.0 Pipe: 42 0.0 54.0 IN 2E: 5.0 83.50 150 80.5 1N1 9.0 80.5 -27.0 1N2 1.000 T: 6.0 22.90 0.0 1A5 9.0 93.1 27.0 1.101 7R:11.9 106.40 0.119 12.6 Pipe: 43 0.0 54.0 IN 2E: 5.0 83.50 150 80.5 1N1 9.0 80.5 -27.0 1N2 1.000 T: 6.0 22.90 0.0 1A3 9.0 93.1 27.0 1.101 7R:11.9 106.40 0.118 12.6 I I I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/6/2017 CREEK\10 -CALCS\C6679 QUARRY CREEK 313 TYPE VI AREA 1B.SDF JOB TITLE: QUARRY CREEK APTS BLDG #13 TYPE VI AREA BA 32-L-R G4.OR NOTES (BASS) Calculations were performed by the HASS 8.7 computer program in accordance with NFPA13 (2017) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.140 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 29.2 ft/sec at pipe 15. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR13 under full flow conditions is 127.08 psi with a flow of 433.14 gpm. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.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 DPVlv NPTee 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.080 22.00 46.00 14.00 49.00 15.00 5.00 46.00 I I I I I I I I ii I I I INNOVATIVE FIRE PROTECTION, INC. i: UARRY CREEK APARTMENTS. 3MAP-DR— ; CARLSBAD, CA 92010 MATERIAL SUBMITTAL FPC20I70211 —cc- . U L13\doa I I 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 • TEL: 619.593.8200 • FAX: 619.593.9133 ifpinc.net CA License #C.16.711148 ES-A-13300_C3001\1 Colt"' Series C300, C300N A A M E S Double Check Detector Assemblies Sizes: 21/2 ' - 10" (65 — 250mm) C300BFG C3000SY Features The Colt C300, C300N Double Check Detector Assemblies are designed to protect Extremely Compact Design drinking water supplies from dangerous cross-connections in accordance with national plumbing codes and water authority requirements for non-potable service applications such as irrigation, fire line, or industrial processing. The Colt C300, . 70% Lighter than Traditional Designs C300N may be installed under continuous pressure service and may be subjected 304 (Schedule 40) Stainless Steel to backpressure for non-toxic applications. The Colt C300, C300N is used primarily Housing & Sleeve . Groove Fittings Allow Integral on fire line sprinkler systems when it is necessary to monitor unauthorized use of water. For use in non-health hazard applications. Pipeline Adjustment Specifications Patented Tr-Link Check Provides The Colt C300, C300N Double Check Detector Assemblies shall consist of two Lowest Pressure Loss independent Tr-Link Check modules within a single housing, sleeve access port, . Unmatched Ease of Serviceability four test cocks and two drip tight shutoff valves. Tr-Link Check shall be removable Available with Grooved Butterfly and serviceable, without the use of special tools. The housing shall be constructed Valve Shutoffs of 304 (Schedule 40) stainless steel pipe with groove end connections. Tr-Link Checks Checks shall have reversible elastomer discs and in operation shall produce . May be Used for Horizontal, Vertical or N Pattern Installations tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. The bypass assembly shall consist of a meter, which registers in Replaceable Check Disc Rubber either gallon or cubic measurement, a double check valve assembly and required V!TI!11Ill(t test cocks. Assembly shall be a Colt C300, C300N as manufactured by the Ames It is illegal to use this product in any plumbing Company. system providing water for human consumption, such as drinking or dishwashing, in the United States. Before installing standard material prod- The information contained herein is not intended to replace the full product installation uct, consult your local water authority, building and safety information available or the experience of a trained product installer. You are required to thoroughly read all installation instructions and product safety information and plumbing codes, before beginning the installation of this product. I Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. I Approval Representative Ames Fire & Waterworks product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Amen Fire & Waterworks Technical Service. Ames Fire & Waterworks reserves the right to change or modify product design, construction, specifications, on materials without prior notice and without incurring any obligation to make such I changes and modifications an Ames Fire & Waterworks products previously or subsequently sold. I I Configurations Horizontal Vertical up "N" pattern horizontal Materials Housing & Sleeve: 304 (Schedule 40) Stainless Steel Elastomers: EPDM, Silicone and Buna 'N' Tr-Link Checks: Noryltm, Stainless Steel Check Discs: Reversible Silicone or EPDM Test Cocks: Bronze Body Nickel Plated Pins & Fasteners: 300 Series Stainless Steel Springs: Stainless Steel Dimensions - Weights Available Models Suffix: OSY - UIJFM outside stem and yoke resilient seated gate valves BFG - UUFM grooved gear operated butterfly valves with tamper switch *fJ5 FxG - Flanged inlet gate connection and grooved outlet gate connection *Q5y GxF - Grooved inlet gate connection and flanged outlet gate connection *OSY GxG - Grooved inlet gate connection and grooved outlet gate connection Available with grooved MRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure - Temperature Temperature Range: 33°— 140°F (0.5°C - 60°C) Maximum Working Pressure: 175psi (12.1 bar) open) jjj.jjj j:j C300, C300N t1UWI DIMENSIONS WEIGHT in. mm A in. mm C(OSV) in. mm 0 in. mm G in. mm H in. mm I in. mm J in. mm P in. mm C300 lbs. kgs. C300N lbs. kgs. 2½65 30/4 781 16% 416 31/2 89 291/16 738 211/2 546 151/2 393 813A6 223 133/16 335 139 63 147 67 380 313/4 806 18/8 479 311,46 94 301/4 768 221/4 565 171/8 435 9346 233 141/2 368 159 72 172 78 4100 333/4 857 22/4 578 -4 102 33 838 231/2 597 181/2 470 915A6 252 l5/i& 386 175 79 198 90 6150 431h 1105 30/a 765 5½ 140 443/4 1137 331/4 845 23346 589 13716 332 19 483 309 140 350 159 8200 493/4 1264 373/4 959 1 6U/16 170 5474 1375 401/8 1019 1 277A6 697 15A6 399 213As 538 494 224 569 258 10 250 1 45% 1162 83A& 208 66 1676 1 491/2 1257 1 321h 826 1 17346 440 24 610 795 361 965 438 bD H....................4 70 C300BFG, C300NBFO .G ............................ Ilit41IiliuI DIMENSIONS WEIGHT in. mm A in. mm C in. mm 0 in. mm 0 in. mm in. H mm in. mm I J in. mm P in. mm C3000FO W. kgs. G30008FG lbs. kgs. 21h 65 273/4 705 8 203 3½ 89 297A 759 211/2 546 1415,44 379 813,46 223 13 330 70 32 78 35 3 80 28¼ 718 85A6 211 311A6 94 3011/16 779 221/4 565 15A6 392 9/l6 233 131/2 343 68 31 81 37 4 100 29 737 813/6 227 31A6 94 3115A6 811 231/2 597 161/4 412 91346 252 14 356 75 34 98 44 6 150 361h 927 10 254 5 127 43,46 1097 331/4 845 1911A6 500 131,16 332 141h 368 131 59 171 78 8 200 1 42% 1086 121/4 311 6½ 165 511,46 1297 401/8 1019 235A6 592 15 1/16 399 183A 462 275 125 351 159 Noryl® is a registered trademark of SABIC Innovative Plastics'. Li I Approvals Approved by the Foundation for Cross-Connection Control and Hydraulic Research at The University of Southern California (FCCCHR-USC) For additional approval information please contact the factory or visit our website at www.amesfirewater.com ** e ® c ® us4 @0 Approved C US 1048 B64.5 (**BFG & OSY Only) Horizontal _______Vertical -------N - Pattern 2'12 psi Service Flow Rated Flow Ill Rated Flow 14 J.N 10 v 12 01 8 o 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 1pm 7.5 15 fps 3" (80mm) PSI Service Flow Rated Flow 111. Rated Flew 12 10 H ( 2H4LE+i 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 1pm 7.5 15 fps 4" (100mm) PSI Service Flow Rated Flow RL Rated Flow 24 20 v ______ ___ ___ 12 t 0 0 100 200 300 400 500 600 700 800 gpm 0 380 760 1140 1520 1900 2280 2660 3040 1pm 7.5 13 fps Capacity ULIFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. Flow capacity chart identifies valve performance based upon rated water velocity up to 25fps Service Flow is typically determined by a rated velocity of 7.5fps based upon schedule 40 pipe. Rated Flow identifies maximum continuous duty perfor- mance determined by AWWA. UL Flow Rate is 150% of Rated Flow and is not recom- mended for continuous duty. AWWA Manual M22 [Appendix C] recommends that the maximum water velocity in services be not more than lOfps. 6" (150mm) PSI Service Flow Rated Flow mi Rated Flow 12 N 10 H 6 I 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 1pm 7.5 12 fitS 8" (200mm) psi Service Flow Rated Flaw *UL Rated Flow 10 H11ffti 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 1pm 7.5 10 fps Si 10" (250mm) Service Flow Rated Flow 11L Rated Flow 12 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 1pm 7.5 10 fps IIIIIIIIIIII1,1111imm Inquire with governing authorities for local installation requirements I I I I I I I I I I I I I I I I I A A M E S FIRE&WATERWORKS A Watts Water Technologies Company USA: Backflow Tel: (978) 689-6066 • Fax: (978) 975-8350 • AmesFireWatercom USA., Control Valves Tel: (713) 943-0688 • Fax: (713) 944-9445 • ArnesFireWater.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • AmesFireWater.ca Latin America: Tel: (52) 81-1001-8600 • Fax: (52) 81-8000-7091 • Aj-nesFireWater.com ES-A-C300_C300N 1503 0 2015 Ames Fire & Waterworks Mir tqca Fire Protection Products Worldwide I www.tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K-factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers (TY2234) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. 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 ceiling position. The adjustment provided by the 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 installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFll Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprin- kler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (1Y2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Resi- dential Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. NOTICE The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. JANUARY 2016 Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals UL Listed (for use with wet pipe and dry pipe systems) C-UL Listed (for use only with wet pipe systems) Certified to all requirements of NSF/ANSI 61 (Refer to the Design Criteria section for details on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 gpm/psi112 (70,6 1pm/bar1/2) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White, Signal White, or Chrome Plated Physical Characteristics Frame .............................Brass Button ...........................Copper Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb (3 mm) ........................ Glass Compression Screw .................Bronze Deflector ..........................Bronze TFP400 I TFP400 I Page 2 of 6 7/16 m) 1/2 ESCUTCHEON Components: NOMINAL NPT PLATE SEATING 27/8' DIA.________ 1 - Frame MAKE-IN SURFACE (73,0 mm) 2 - Button 4-Bulb ,' E 5 - Compression 2 2-1/4Screw 3 - Sealing Assembly 1 _________ ESCUTCHEON 1-5/8 6- Deflector* (57,2 mm)_________ STYLE 20 (41,3 mm) I WRENCH RECESSED * Temperature rating is 6* ..,,, ,,. FLATS indicated on Deflector. CROSS SECTION PENDENT RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) I I I I I 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 TYCO RAPID RESPONSE Series LFll Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C-UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature 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. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) 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 or B as a function of temperature rating and the maximum allowable coverage area. A minimum discharge of 0.1 gpm/ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water deliv- ery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector-to-ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically cal- culated (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). I I I 171 I 111 I I I I I I TFP400 Page 3 of 6 WET PIPE SYSTEM Minimum Flow and Residual Pressure (2)(3) Maximum Coveraae Ordinary Temperature Rating Intermediate Temperature Rating Area 155°F (68°C) 175°F (79°C) Minimum Deflector to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ceiling Type Ft. (mx m) gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 4inches 14x14 13 7.0 13 7.0 (4,3 x 4,3) (49,2) (0,48) (49,2) (0,48) Beamed Recessed using Style 20 16 x 16 13 7.0 13 7.0 Ceilings per Escutcheon or 8 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) NFPA 13D or 13R non-recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 17 12.0 17 12.0 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83) 1-1/4 to 1-3/4 inches below bottom of 20 x 20 20 16.7 20 16.7 (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) beam. Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (1pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure (2)(3) Coveraae Ordinary Temperature Rating Intermediate Temperature Rating Area ( 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. Deflector to Installation Spacing (m M) Flow Pressure Flow Pressure Ceiling Type Ft. gpm psi gpm psi (m) (I/mm) (bar) (I/mm) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 4 14 X 14 14 8.2 14 8.2 inches (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Beamed Recessed using Style 20 16 x 16 15 9.4 15 9.4 Ceilin Escutcheon or 8 (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) per NFPA 13D or 13R non-recessed per NFPA 130, 13R, or 13 (2,4) 18 x 18 18 13.5 18 13.5 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 inches below bottom of 20x20 21 18.4 21 18.4 (6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam. Notes: For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in gpm (1pm) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design under the Design Criteria section. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA I I I I I I I I I Fj I I I I I I I I I 2-7/8 DIA. 7/16±1/8' (73,0 mm) 1/2' (12,7 mm) - (11,1±3,2 mm) 2-1/4" DIA. I 1/4°(6,4mm) FACE OF mm) SPRINKLER T57'2 MOUNTING FITTING PLATE \ \ MOUNTING 1/8" SURFACE/ (3,2 mm) 1-3/8' (34,9 mm) CLOSURE TY2234 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER I' TFP400 I Page 4 of 6 Installation TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum-to-maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied 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 (Figure 3). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A. Install recessed pendent sprin- klers in the pendent position with the deflector parallel to 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 (Figure 4). With reference to Figure 1, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. I I H I I H I I I I I I I I I H I ^WRENCH RECESS / (END "A" USED FOR 1Y2234) FIGURE 3 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W-TYPE 7 RECESSED SPRINKLER WRENCH Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFll 4.9K Residential Pendent Sprinkler (1Y2234), (specify temperature rating), with (specify) finish, P/N (specify): 155°F (68°C) Natural Brass .................51-201-1-155 Pure White (PAL 9010)*51-201-3-155 Signal White (RAL 9003) ........51-201-4-155 Chrome Plated ................51-201-9-155 175°F (79°C) Natural Brass .................51-201-1-175 Pure White (PAL 9010)° .........51-201-3-175 Signal White (RAL 9003) ........51-201-4-175 chrome Plated ................51-201-9-175 * Eastern Hemisphere sales only Recessed Escutcheon Specify: Style 20 Recessed Escutch- eon with (specify*) finish, P/N (specify*) * Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP400 Page 5 of 6 I I I Care and I Maintenance TYCO RAPID RESPONSE Series LFlI Residential 4.9K Pendent and, I Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section: I 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 system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- I klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- I operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of I corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. I Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced I 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, I and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. I TFP400 I Page 6of6 I I I I I LI I I [1 I I I LI I I GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 I Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tyca TEFLON is trademark of the DuPont Corporation. Fire Protection Products I I I tqp7 Fire Protection Products Worldwide Contacts I www.tyco-fire.com Series TYFRB - 28, 4.2,f 5.6., and 80 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage I I I I I [1 I I I I I I I I I General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described in this data sheet are quick response, standard coverage, deco- rative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY-FRB Pendent Sprinkler, where applicable, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon 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 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 adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces 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 obtained 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 installation 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. I Page I of 10 when exposed to corrosive atmo- spheres. Although corrosion-resistant 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 suit- ability of these coatings for any given corrosive environment. The effects of ambient 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 of the Series TY-FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. The Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. NOVEMBER 2015 Sprinkler Identification Number (SIN) TY1131 - 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, 3/4" NPT TY4831 - Upright 8.0K, 1/2" NPT TY4931 - Pendent 8.0K, 1/2" NPT TFPI7I 2-1/4' J (57,2 mm) 1-9/16" (39,7 mm) I STYLE 100r20 RECESSED PENDENT ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION 2-7/8" (73,0 mm) DIA. -.-- RECESSED PENDENT CROSS SECTION TFPI7I Page 2 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame 3 - Sealing 5 - Compression is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Assembly Screw Deflector. special request. PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE 7 - Bushing I 7/16" (11,1 mm) NOMINAL I MAKE-IN I 2-3/16 (55,6 mm) 1/2 NPT** / WRENCH FLATS UPRIGHT FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector. special request. PLATE SEATING SURFACE ff 7/16' 11,1 mm) NOMINAL (556 mm) MAKE-IN2-3/16 ____ (55,6 mm) 1/2' NPT** t WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* CROSS SECTION (-.--- 2-7/8' (73,0 mm) DIA. —H RECESSED PENDENT FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* ESCUTCHEON PLATE SEATING SURFACE I 7/16 (11,1 mm) NOMINAL MAKE-IN (55,6 mm) 2-3/16 1-1/2' 38,1 mm)(55,6mm/nI 1/2' NPT** f WRENCH FLATS STYLE 10 or 20 RECESSED ESCUTCHEON UPRIGHT PENDENT FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT 2-7/8 (73,0 mm) DIA. RECESSED PENDENT 11 CROSS SECTION I 1/2__ (12,7 mm) MAKE-IN 7 m 2-1/4 (58,) 1-9/16 NOMINAL I 2-5/16m' (57,2 mm) (39,7 mm) - 3/4 NPT** WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON TFPI7I Page 3 of 10 * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. 1 - Frame 3 - Sealing 5 - Compression ESCUTCHEON 2 - Button Assembly Screw PLATE SEATING 4 - Bulb 6 - Deflector* SURFACE FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT CEILING PLATE 1 - Frame 5 - Compression SEATING SURFACE 2 - Button Screw 3 - Sealing 6 - Deflector * / Assembly 4 - Bulb / 2-1/4 (57,2 mm) 2 f Y 6 * * Temperature rating is 1-9/16 4 indicated on Deflector. (39,7 mm) 5 ** Pipe thread connections per ISO 7-1 can be provided on special request. PENDENT CROSS SECTION Ll 7/16 (11,1 mm) NOMINAL MAKE-IN L 1/ 2-3/16 (55,6 mm) 1/2NPT** t WRENCH FLATS UPRIGHT FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT WRENCH RECESS (END A USED FOR 1/2 NPT MODELS) WRENCH RECESS (END B USED FOR 3/4 NPT MODELS) FIGURE 6 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 7 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 4 of 10 Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion- resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 gpm/psi½ (40,3 Ipm/bar½) K=4.2 gpm/p5i½ (60,5 1pm/bar½) K=5.6 gpm/psi½ (80,6 1pm/barY2) K=8.0 gpm/p5i½ (115,2 1pm/bar½) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table D. Recessed Escutcheon: Signal or Pure White, Jet Black, Chrome Plated, or Natural Brass Physical Characteristics Frame ............................Bronze Button ......................Brass/Copper Sealing Assembly.. Beryllium Nickel w/TEFLON Bulb...............................Glass Compression Screw .................Bronze Deflector ...................Copper/Bronze Bushing (K=2.8).....................Bronze 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 water to flow. Design Criteria The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers are intended for fire protection systems designed in accordance with the stan- dard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the require- ments of FM's Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright, Pendent, and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler 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 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) tem- perature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum to maximum torque of 7 to 14 ft.-lbs. (9,5 to 19,0 Nm). 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). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. Series TY-FRB Upright and Pendent Sprinklers The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe-thread sealant applied 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 (Figure 6). With ref- erence to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. Series TY-FRB Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Figure 7). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, 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. TFPI7I Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED POLYESTER*** 2.8 1/2" NPT PENDENT (TY1231) and UPRIGHT (TY1131) 135°F (57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286-F (141-C) Blue RECESSED PENDENT (TY1231)* Figure 8 135°F (57°C) Orange 1,2,4 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green RECESSED PENDENT (TY1231)** Figure 9 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F (57°C) Orange 1,2 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY2231)* Figure 10 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green RECESSED PENDENT (TY2231)** Figure 11 135°F (57°C) Orange 155°F (68°C) Red 175°F (79°C) 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 Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. 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. * 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. N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS I I I I El I I I I I I I I El El I I I 11 TFPI7I Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED POLYESTER*** LEAD COATED 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°F (57°C) Orange 1, 2, 3, 4, 5, 6, 7 Blue 1, 2, 3, 5 155°F(68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY3231)* Figure 12 135°F (57°C) Orange 1, 2, 4, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY3231)** Figure 13 135°F (57°C) Orange 1, 2, 3, 4, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F (57°C) Orange 1,2,3,4, 5,6, 7 Blue 1,2,5 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY4231)* Figure 14 135°F (57°C) Orange 1, 2, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) RECESSED PENDENT (TY4231)** Figure 15 135°F (57°C) Orange 1, 2, 3, 5 Blue N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) . 80 1/2" NPT PENDENT (TY4931) and UPRIGHT (TY4831) 135°F (57°C) Orange 1,2, 4, 5, 6 Blue 1, 2, 5 155-F (68-C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) 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, 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 Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a106) 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. N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS 1 TFP17I Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME I POLYESTER LEAD FACTOR BRASS PLATED COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) and 5.6 UPRIGHT (TY3131) 250 PSI (17,2 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) PENDENT (TY3231) PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 80 PENDENT (TY4931) 175 PSI 1/2" NPT and UPRIGHT (TY4831) 175 PSI (12,1 BAR) (12,1 BAR) 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 Under- writers Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. TABLE C MAXIMUM WORKING PRESSURE H I H n U I I H I Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified 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 damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has I ost liquid from its bulb. (Ref. Installa- tion Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or sprinkler manufac- turer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid damage to the sprinklers -before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. I I I I I I I I 1/2±1/8' (12,7±3,2 mm) FACE OF SPRINKLER FITTING t \ - MOUNTING SURFACE CLOSURE SERIES 2-7/8 DIA. (73,0 mm) 1/2' (12,7 mm) 2-1/4' DIA. 1/4' (6,4 mm) (57,2 mm) ;ii;•1 I I MOUNTING I - PLATE I , 1/8' (3,2 mm) rrl~ 1-1/4' (31,8 mm) 1" (25,4 mm) 2-7/8 DIA. 5/8±1/4" - (73,0 mm) 3/4' (19,1 mm) (15,9±6,4 mm) 2-1/4' DIA. 1/4' (6,4 mm) / FACE OF - (57,2 mm) MOUNTING SPRINKLER L PLATE FITTING 1/8' (3,2 mm) 711 MOUNTING SURFACE SERIES 1-1/4' (31,8 mm) CLOSURE TY-FRB 3/4" (19,1 mm) TFPI7I Page 8 of 10 2-7/8 DIA. - 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) / 1/4' (6,4 mm) FACE OF 2-1/4 DIA. (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8 (3,2 mm) SURFACE MOUNTING CLOSURE SERIES 1-5/16 (33,3 mm)I TY-FRB 13/16 (20,6 mm) FIGURE 8 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 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2' (12,7 mm) (127±3,2 mm) 2-1/4 DIA. 1/4' (6,4 mm) I FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8' (3,2 mm) r._ MOUNTING SURFACE 1-5/16' (33,3 mm) CLOSURE SERIES TY-FRB 1-1/16' (27,0 mm) FIGURE 9 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 FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 11 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 TFPI7I Page 9 of 10 ri I 2-7/8 DIA. ______ 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4 DIA. I 1/4 (6,4 mm) / FACE OF - (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8 / (3,2 mm) \% MOUNTING SURFACE SERIES 1-1/4(31,8mm) CLOSURE TY-FRB 3/4" (19,1 mm) FIGURE 12 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. 5/8±1/4 (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) - 2-1/4 DIA. 1/4" (6,4 mm) / FACE OF (57,2 mm) MOUNTING SPRINKLER I PLATE FITTING 1/8 (3,2 mm) MOUNTING j SURFACE I. CLOSURE SERIES 1-5/16 (33,3 mm)1 TYFRB 13/16 (20,6 mm) FIGURE 14 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 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) I / FACE OF 57,2 mm 1 MOUNTING SPRINKLER PLATE FITTING 1/8 / L2- (3,2 mm) MOUNTING SURFACE SERIES 1-1/4" (31,8 mm) CLOSURE TY-FRB 1" (25,4 mm) FIGURE 13 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) / FACE OF (57,2 mm) MOUNTING I SPRINKLER PLATE FITTING 1/8 t (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TYFRB 1-1/16" (27,0 mm) FIGURE 15 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 I LI I Li I I I U I I Li I I U I I I TFP171 Page 10 of 10 PIN 57- XXX- X- XXX SPRINKLER SIN FINISH TEMPERATURE RATINGS 135°F (57°C) 155°F (68°C) 175°F (79°C) 200°F (93°C) 286°F (141°C) 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT (314"NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 360 8.0K UPRIGHT (1/2"NPT) 1Y4831° 361 8.0K PENDENT (1/2"NPT) 1Y4931° -I— 1 NATURAL BRASS _j__ 135 PURE WHITE 155 - POLYESTER (RAL901O)1 SIGNAL WHITE 175 - POLYESTER (RAL9003) JET BLACK POLYESTER (RAL9005)2 F286 7 LEAD COATED 9 I CHROME PLATED NOTES: Eastern Hemisphere sales only. Available in only 2.81K, 4.2K, and 8.0K, 1557 (68CC) and 2007 (93C); requires lead time to manufacture. TABLED SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Limited Ordering Warranty Procedure For warranty terms and conditions, visit Contact your local distributor for www.tyco-fire.com. availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (Specify SIN), (specify K-factor), (specify Pendent or Upright) Sprinkler (specify) temperature rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) 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 Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 I Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is trademark of The DuPont Corporation. Fire Protection Products I I I tqco Fire Protection Products Worldwide I Contacts I www.tyco-fire.com Models BB, SD, HIP, and AP Specific Application Sprinklers For Protecting Attics I I General Description The TYCO Model BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) Specific Application Sprin- klers for Protecting Attics are fire sprinklers for combustible and non- combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Applica- tion Combustible Concealed Space Sprinkler having specific applica- tion criteria for its use with the Mod- els BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces, and when compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branch- line materials and the associated in- stallation labor. The Specific Applica- tion Sprinklers for Protecting Attics have undergone the most extensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the National Fire Protection Associa- tion (NFPA). The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fail to operate in afire situation or cause it to operate prematurely. Page 1 of 28 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in combustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes (Ref. Table A) The Specific Application Attic Sprin- klers provide the best level of pro- tection, and control cost by eliminat- ing the need for additional sprinklers and branchline piping. In many cas- es, an attic can be entirely protected with just one line of piping located be- low the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Direc- tional) or Model HIP Sprinklers, one line of either of these sprinkler types is sufficient at each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system volume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly allow for quicker water deliv- ery times, eliminating the need for an accelerator. AUGUST 2014 TFP6IO I I I I I I I LI I I I I I 1 2 3. 4 CROSS SECTION I TFP6IO I Page 2of28 I I I I I I I I I I I I I I I I I I Components: I I 1-Frame 4-Bulb I I 2 - Button 5 - Compression I I3 - Sealing Screw I Assembly 6 - Deflector 2-1/4 1-5/8" (57,2 mm) (41,3 mm)H 1-1/8 13/16" (28,6 mm) 6 FLOW \5FLOW ' ----- 2-1/8' 2 (54,0 mm) 3 THREAD L RELIEF ] 1/2"(12,7mm) 3/4" NPT NOMINAL MAKE-IN WRENCH FRAME CROSS FLATS ARMS SECTION ELEVATION FIGURE A MODELS BBI, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4" (57,2 mm) 1-1/8" (28,6 mm) JI6 FLOW FLOW - 4 5 2- 2 (54, 3 THREAD RELIEF 7/16" (11,1 mm)— / 1/2" NI-'I / NOMINAL MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BB1, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11 - Link 4 - Saddle Frame Assembly 1-9/16" 2-1/4" (39,7 mm) 1 (57,2 mm) 10 11 9 - 1-1/8" (28,6 mm) 8 7 - I I FLOW FLOW - 2-1/2' (63,5 mm) FRAME II —4 :1 ARMS WRENCH 1/2' 7/16" HEX NPT (11,1 mm) NOMINAL MAKE-IN ELEVATION FIGURE B MODELS BB1, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: I 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet I 3 - Sealing 6 - Lever 10 - Link I Assembly 7 - Deflector Assembly I 4 - Saddle Frame 1-5/16" 2-1/8 - (33,3 mm) 54,0 mm) 1-5/16" 8 1 (33,4 mm) FLOW H _ 0 1 1-1 FRAME ARMS 6 _ (76j mm)) 16 (11,1 mm)] WRENCH 1/2" 2 1 NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURE D MODELS SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Page 3 of 28 I I I U I I I I I Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/8 L.. 2" (54,0 mm) .p(50,8 mm) 1-1/16" •J 1-1/4" (27,0 mm) (31,8 ,8 mm) FLOW W3THREAD RELIEF 7/16" (11,1 mm)] 1/2' NPT NOMINAL WRENCH FRAME MAKE-IN FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring - 1-11/16 (42,9 mm) DR IN J FRA ARM 2-1/4' 7,2 mm) 7 JE CH FLA VRENJ T 1/2" NPT 7/16" (11,1 mm) J NOMINAL MAKE-IN CROSS SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS The other Cost reduction is the Listing of BlazeMaster CPVC for use in attic spaces to feed the wet system Spe- cific Application Sprinklers for Pro- tecting Attics, as well as to feed the wet system sprinklers below the ceil- ing. Traditionally, BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of us- ing CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the Spe- cific Application Sprinklers for Pro- tecting Attics - BB (Back to Back Dual Directional), SD (Single Directional), HIP, and AP (Attic Plus). The BB (Back to Back) and SD (Single Directional) Sprinklers have three (3) separate ver- sions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application At- tic Sprinkler (Figures A, B & C) throws a narrow but long pattern. The nar- row spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,1 m) in each direction when measured horizontal- ly. There are three (3) different models (i.e., B131, BB2, and BB3) that account for different roof slopes, and each model is provided in one of three dif- ferent orifice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Model SD (Single Directional) Specific Application Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, un- like the Model BB, the Model SD only throws in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD (Single Directional) would be used on one side of the slope and AP Sprin- klers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orien- tation and not angled with the slope. (Achieving the vertical upright orien- tation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and paral- lel to the roof hip.) There are three (3) different models (SD1, SD2, and SD3) that account for different roof slopes. HIP Sprinkler The HIP Specific Application Attic Sprinkler (Figure E) covers the area of the hip in the attic. This is a slight- ly different concept than the BB (Back to Back) or SD (Single Directional). The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the out- side eaves. This pattern allows the water to 'corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rath- er it throws most of the pattern out to each side (900) down the slope of the roof. This sprinkler is typically spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprin- kler, the framing must be perpendicu- lar to the outside wall (Ref. Figure 12) and the maximum throw cannot ex- ceed 28 feet (8,5 m) measured hori- zontally. The HIP, unlike the BB (Back to Back) and SD (Single Directional), is installed with the deflector parallel with the slope. There is only one mod- el with flows and pressures for two different spacings. I I I I El I I I F] I I . TFP6IO Page 4of28 AP Sprinkler (Attic Plus) The AP Sprinklers are to be installed in the upright orientation with their de- flector parallel to the roof. The Model AP Sprinklers (Figure F) are intended to be used to provide protection of at- tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- klers. The AP Sprinklers must only be used in conjunction with other Specific Application Attic Sprinklers, i.e., BB, SD, and HIP, or as permitted in other sections of this document. When used, the AP Sprinklers will pro- vide a hydraulic advantage over Stan- dard Spray Sprinklers for the protec- tion of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. The Specific Application Sprinklers for Protecting Attics described here- in 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 main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY4180* - BB1, K=8.0 TY4181* - BB2, K=8.0 TY4182* - BB3, K=8.0 TY3180* - BB1, K=5.6 TY3181* - BB2, K=5.6 TY3182* - BB3, K=5.6 TY2180 - BB1, K=4.2 TY2181 - BB2, K=4.2 TY2182 - BB3, K=4.2 TY3183* - SD1, K=5.6 TY3184* - SD2, K=5.6 TY3185* - SD3, K=5.6 TY3187* -HIP, K=5.6 TY3190 - AP, K=5.6 TY2190 - AP, K=4.2 * The "TY" prefix is a re-designation of the previous "C" prefix (e.g., TY4180 is a re-designation for C4180). Technical Data Approvals UL & C-UL Listed (These Approvals only apply to the service conditions indicated in the De- sign Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 gpm/p5i112 (60,5 Ipm/bar112) K = 5.6 gpm/psi112 (80,6 1pm/bar112) K = 8.0 gpm/psi1"2 (115,5 Ipm/bar112) Temperature Rating Intermediate Temperature as follows: -200°F (93°C) for BB (K4.2 & K8.0), HIP, AP -212°F (1000C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C & E) Frame ............................Bronze Button.....................Bronze/Copper Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Link...............................Monel Compression Screw .................Brass Deflector.....................Brass/Bronze Physical Characteristics (Figures B & D) Body..............................Brass Cap..............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Saddle ............................Brass Link Assembly ......................Nickel Compression Screw .................Brass Deflector .....................Brass/Bronze Lever ..................... Bronze Deflector Frame ............................Bronze Diffuser............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Compression Screw .................Brass Deflector..........................Bronze Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP(5.6&4.2) The glass bulb contains a fluid that ex- pands 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. BB (K=5.6) & SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves sepa- rate, allowing the sprinkler to activate and water to flow. I I I I I I I I I I I H I I I I I TFP6IO Page 5 of 28 I I Installation The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. NOTICE Do not install any bulb-type sprin- kler 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 diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher lev- els of torque can distort the sprinkler inlet with consequent leakage or im- pairment of the sprinkler. Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be in- stalled in the upright vertical po- sition with the flow arrows on the deflector pointing down the two op- posing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline perpendicular to the ridge of the hip roof and with the flow direction ar- rows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel with the slope of the hip ridgeline.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. £ WRENCH FLATS ENGAGE ~Lv SPRINKLER %END ,,, D RELIEF WRENCH LANGES WRENCH JAW FLANGE - 'A' ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=8.0) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF NEND WRENCH LANGES WRENCH UJAW FLANGE M - A' ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For Use with BB (K=4.2) Sprinklers Step 3. Wrench-tighten the sprinkler using only the wrenches shown in Figures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. WRENCH FFLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES WRENCH 7"0 ND \ JAW FLANGE ED- ANLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH HEX APPLY WRENCH 4 TO WRENCH HEX ONLY ADJUST W WRENCH JAW '~~'*;TOHTWRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (K=5.6) & SD (K=5.6) Sprinklers I WRENCH FLATS ENGAGE c- - SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES N WRENCH \ JAW FLANGE USE END MARKED "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 & 5.6) Sprinklers I I I I I I I Li I I I I I I r I I Ll I TFP6IO Page 6 of 28 I Design I Criteria Area of Use Roof structures, combustible and noncombustible, including wood joist/ rafters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by sec- tion 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard Light Hazard BB, SD, or HIP Allowable Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 & 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 14B & 15). BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 feet (1,2 m) as measured along the branchline for BB and SD (Ref. Figure 3) 3 feet (0,9 m) as measured along the branchline for HIP (Ref. Figure 12) 7 feet (2,1 m) between AP Sprinklers BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 feet (1,8 m) on center along the branchline (Ref. Figures 3 & 12) for BB, SD, and HIP For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers In the slope direction (Ref. Figure 6), 26 feet (7,9 m) from BB or HIP Sprin- klers to AP Sprinklers or Standard Spray Sprinklers BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 & 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) (only 4.2K Model BB), 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter AP Deflector Position and Roof Pitch 1 to 3 inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 inches (600 mm) or less BB or SD Deflector Installation Position Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5) BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 inches (152,4 mm) away from the face of trusses (Ref. Figure 7) SD Distance from Shear Wall or Draft Curtain 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2) Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be constructed of 1/2 inch (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak Use of UL Listed BlazeMaster CPVC Piping with Specific Application Sprinklers for Protecting Attics (Wet Systems Only) BlazeMaster CPVC piping may be used in a combustible concealed at- tic space requiring sprinklers when in- stalled in accordance with the follow- ing guidelines: Note: Where the use of non-combus- tible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (i.e., fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BlazeMaster CPVC by consulting www.lubrizol.com. BlazeMaster CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 inches (152,4 mm) of noncom- bustible insulation covering the hor- izontal or vertical pipe (Ref. Figures 9A, 913 & 9C) extending 12 inch- es (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be protected by Model SB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 913). Insulation is for fire pro- tection purposes. It is not freeze protection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide instructions. With reference to Figure 19, Blaze- Master CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by a BB, SD, or HIP Sprinklers lo- cated at a maximum lateral dis- tance of 12 inches (304,8 mm) from the riser centerline BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline . BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 inch- es (152,4 mm) from the branchline centerline BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (152,4 mm) from the branchline centerline A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps I 1-1 I I I IT I I I I I I I I [111 I TFP61O Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM R,rrSPAN, MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN FLOW, PRESSURE, Rise Over Run (/o) WATER gpm (1pm) psi (bar) DELIVERY TIME, Seconds B131 8.0 1Y4180 s60 (18,3) 38(144) 22.6 (1,5) 4:12(33) to less than 7:12 (58) (C) B132 8.0 1Y4181 60(18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) B133 8.0 1Y4182 :s60 (18,3) 40(152) 25.0(1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 1Y3180 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) 13132 5.6 TY3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) B133 5.6 TY3182 >40(12,2) to 60 (18,3) 38(144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 40 (12,2) 25 (95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 540 (12,2) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12(83) (c) B133 5.6 TY3182 s40 (12,2) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (c) BB1 4.2 TY2180 :r20 (61) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) B132 4.2 TY2181 s20(6,1) 13 (49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45 (d) 13133 42 1Y2182 :s20 (6,1) 13 (49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 TY3183 >30 (9,1) to 40 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 >30(9,1) to :540 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12(83) (c) SD3 5.6 1Y3185 >30 (9,1) to!-.40 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 1Y3183 >10(3,0)to30(9,1) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10(3,0) to s30 (9,1) 25(95) 20.0(1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10(3,0) to s30 (9,1) 25(95) 20.0(1,4) 10:12 (83)to 12:12 (100) (c) SD1 5.6 1Y3183 10 (3,0) 19(72) 11.5(0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 1510 (3,0) 19(72) 11.5(0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1Y3185 r10 (3,0) 19(72) 11.5(0,8) 10:12 (83) to 12:12 (100) (C) HIP 5.6 1Y3187 >20 (6,1) to 28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 1Y3187 :s20 (6,1) 25(95) 20.0(1,4) 4:12 (33) to 12:12 (100) (c) AP 5.6 1Y3190 1013 1 12 (3,6) , -See note (e) Minimum 7 psi (0,48 bar) Minimum 0.10 gpm/ft2 (4,1 mm/mm.) Design Density 3:12(25) to 12:12 (100) 60(d) AP 4.2 TY2190 3:12(25) to 12:12 (100) 60(d) Notes: (a) The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. )b) The HIP roof span is measured horizontally as shown in Figure 12. (C) Refer to 2007 edition of NFPA 13, Section 7.2.3. Maximum water delivery time for all size of systems. The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS I I TFP6IO Page 8 of 28 BlazeMaster CPVC may be used I exposed to provide wet system, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A & 178) where: I . The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal pipe runs Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (3304,8 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler A minimum 6 inches (152,4 mm) deep of non-combustible insulation extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Figure 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (Refer to Figure 17B). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible insulation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. 88, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NIPS (DN65). Hydraulic Requirements Refer to Figure 20. To Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured hori- zontally) and the slope of the roof, and then refer to Table A. There is no in- terpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13, 20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AP. Coverage Area Coverage area for the BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline (maximum distance along branchline is 6 feet [1,8 m] re- gardless of the length of the throw). Note: The distance along the branch- line may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maxi- mum depending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Di- rectional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6 feet (1,8 m), the max- imum throw measured horizontally is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, and multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the dis- tance between the branchlines. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-8-3. The maximum spacing per sprinkler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprin- klers use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provid- ed in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13). Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, 88 Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-fac- tor, BB Sprinklers to minimize over discharge. If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will de- termine the maximum spacing along the ridge. The maximum dis- tance is 6 feet (1,8 m). For exam- ple, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multi- plied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. I I I I I I I U El I I I I 1 TFP6IO Page 9 of 28 I I I For SD Sprinklers (Single Directional) Determine the throw needed. Care and Maintenance Limited Warranty As the 400 ft2 (37,2 m2) is not a fac- tor with the SD Sprinklers, the max- imum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 & 11). (The reason 400 ft2 is not an issue with the single di- rectional is because, at its max- imum spacing, 6 feet [1,8 m] on center / covering 40 feet [12,2 m] flat / a 12:12 slope / and the throw being 56.5 feet [17,2 m], the 400 ft2 [37,2 m2] maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the truss- es. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be ac- counted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. The TYCO Specific Application Sprin- klers for Protecting Attics must be maintained and serviced in accor- dance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and devic- es in compliance with this document, as well as with the applicable stan- dards of the National Fire Protection Association (e.g., NFPA 25), in addition to the standards of any other authori- ties having jurisdiction. Contact the in- stalling contractor or product manu- facturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. 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. Over-heated solder type sprinklers must be replaced. Bulb-type sprin- klers that have been exposed to cor- rosive 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 replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to In- stallation Section.) For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Model (specify), (specify) K- factor, SIN (specify), Specific Applica- tion Attic Sprinkler, P/N (specify): B131 (K=8.0), TY4180 ..................P/N 51-623-1-200 13132 (K=8.0), TY4181 ...................P/N 51-621-1-200 13133 (K=8.0), TY4182 ..................P/N 51-622-1-200 B131 (K=5.6), TY3180 ..................P/N 50-601-1-212 0132 (K=5.6), TY3181 ..................P/N 50-602-1-212 13133 (K=5.6), TY3182 ..................P/N 50-603-1-212 13131 (K=4.2), TY2180 ..................P/N 50-620-1-200 B132 (K=4.2), TY2181 ..................P/N 50-621-1-200 13133 (K=4.2), TY2182 ..................P/N 50-622-1-200 SD1 (K=5.6), 1Y3183 ...................P/N 50-611-1-212 SD2 (K=5.6), 1Y3184 ...................PIN 50-612-1-212 SD3 (K=5.6), 1Y3185 ..................PIN 50-613-1-212 HIP (K=5.6), 1Y3187 ..................P/N 51-620-1-200 AP (K=5.6), TY3190 ..................P/N 50-625-1-200 AP (K=4.2), 1Y2190 ..................P/N 50-624-1-200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrenbh, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 I I I I [1 I I I I I I I I I I 1 I I TFP6IO Page 10 of 28 ROOF SPAN (COVERAGE) 6" (152,4 mm) MAX 4" (101,6 mm) MIN. -H ROOF SPAN. h (COVERAGE) -J SEE FIG. 11 I BACK TOBACK FROM WALL CK AP0rSTANDARD SPRAY SPRINKLER SPRINKLER STANDARD TRUSS SCISSOR g/ SINGLE DIRECTIONAL TRUSS SPRINKLERS 12 22' (5588 mm) MAX. Iv S EE FIG 11 - - .-- .- I 16' (406,4 mm) MIN. BOOM OF SHEATHING FULL WALL TO DECK DRAFT8' MN CURTAIN TO DECK (20 3,2 mm) FIGURE 1 FIGURE 2 6-0" (1,83 m) MAXIMUM I 4-0 (1,22 m) MINIMUM 7-0" (2,1 m) MIN. FOR AP SPRINKLERS I 6-0" (1,8 m) MINIMUM FOR I STANDARD SPRAY SPRINKLERS I II II II II —77 I I II II II II 11 II II I II BBorSDA1TIC II II IISPRINKLERS RIDGE II II II APOrSTANDARD ATTIC I RIDGE II SPRAY SPRINKLER I I SPRINKLER II II II II II ii II BRANCH H II II II ii ii ii \ ii ii H H H BRANCH II II II ii LINE II II II II II LINE II II II II II II II II II II TRUSS - I II I CEILING II II II II II II II II II / II II II II II / ii II TRUSS .- I II CEILING II II II II II II II / II H II II II II FIGURE 3 FIGURE 4 BB, SD or HIP ATTIC BB, SD or HIP 22 (558,8 mm) MAX. 16 (406,4 mm) MIN. -or- FOR A ROOF PITCH SPRINKLER STANDARD TRUSS 18 MIN. ATTIC SPRINKLER LESS THAN 4:12(33%), (457,2 mm) 26'-0" (7,92 AP or MINIMUM STANDARD 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1 (25,4 mm) MINIMUM SPRAY" SPRINKLERS/ BELOW BOTTOM OF TOP CHORD OR SCISSOR RAFTER TRUSS 7/ FIGURE FIGURE 6 6' (152,4 mm) 6" (152,4 mm) MINIMUM MAXIMUM BB or HIP IC II I II II BB, SDorHIP II I I II II II SPRINKLER RIDGE_II 22' (558,8 mm) MAX. II II II 16" (406,4 mm) MIN. II II II BRANCH ii BOTTOM OF SHEATHING II II Ii LINE II II II II TRUSS —I I II II CEILING II II II II I II II II II II II I I FIGURE 8 FIGURE 7 I I I I I I I I II I Li I I I I I I NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE " ' MIN. I/\I (1524 mm)J___\ CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B I I I I I I I I I I I I I I I I I I I ( TFP6IO Page 11 of 28 F-12 MIN. -H 12" MIN. ATTIC (304,8 mm) ' (304,8 mmT SPRINKLER PROTECTED SPACE (152,4 mm) 6' MIN. INSULATION FOR FIRE CEILING/ JOIST // NON-COMBUSTIBLE PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE _ 6" MIN. ~x (152,4 mm) CEILING - JOIST CEILING \ CPVC PIPE ELEVATION \ & FITTINGS CHANGE CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN 8 MIN. (SHOWN) (203,2 mm) OR FULL WALL \\\ TO ROOF DECK ZA WHEN ANGLE "A' DOES BNI NOT EQUAL ANGLE "B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP COVERAGE ON HORIZONTAL I--- I NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINT AT EAVE CEILING JOIST MAXIMUM 2" (50 mm) VENT PERMITTED \ TOP OF INSULATION ROOF JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SD or HIP h COVERAGE ON HORIZONTAL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL MAXIMUM 40-0" (12,2 m) HORIZONTAL ROOF SPAN (COVERAGE) OUTSIDE WALL SINGLE DIRECTIONAL SPRINKLERS HIP RIDGES - 3-0" (0,9 m) MAX. ON - HIP SLOPE STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES 6-0" (1,8 m) MAX. I I I I I I I I I I H BACK H TO BACK I 11 I SPRINKLERS HIP SLOPE F ROO SLOPE I I I i RIDGE LINE H CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) TFP6IO Page 12 of 28 I U I U I I I I I I U I I I U I I I WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) -7-6(2,3 m) MAX. HORIZONTAL HIP SPRINKLERS I BACK PROTECT AREA ON TO BACK BOTH SIDES OF SPRINKLERS HIP RIDGE RAFTERS IN HIP SLOPE AREA PERPENDICULAR ROOF TO OUTSIDE WALL "N.J I_ SLOPE OUTSIDE LINE MAXIMUM WALL 28-0 (8,5 m) HORIZONTAL HIP RIDGES 6-0" (1,8 m) MAX. 3-0" (0,9 m) SEE FIG. 11 3-0' (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE IL BACK TO BACK I I SPRINKLERS -I I I I I I HIP SLOPE P\_____________ ROOF ROOF \SLOPE I I I I I RIDGE LINE 'tI I I 30(09m) - MAX.ON HIP SLOPE CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 12 HIP ROOF INSTALLATION WITH RAFTERS FRAMED PERPENDICULAR TO OUTSIDE WALL (SHOWN WITH HIP SPRINKLERS PROTECTING HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) 6-0" (1,8 m) MAX. - 6-0" (1,8 m) MAX. STANDARDSPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL I I I I I LI I LI I I I I I I I I I I I TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 Feet (18,3m) up to 80 Feet (24,4m) Wide, (Ref. Figures 14 & 15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A & 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 143) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. SEE FIG. 11 ISEE FIG. 11 SD SPAN (TABLE A) BB SPAN I (TABLE A) AP 10'-0'.MAX. SPRINKLERS 10-0 MAX. (3,05 m) BB ATTIC SPACED (305 m) SPRINKLER (1,83m) SPRINKLER 8-0(2,4 m) AP SPRINKLER 5 ID ATTIC TO COVERAGE (1 83 m) SPRINKLER ovEREMAX.o ON CENTER (1,83 m) SPRINKLERS 6-10" MAX. 4'-0" MIN * ~0 SPACED ON CENTER FIGURE 14A FIGURE 14B 1U-01. HIP BACK SPRINKLERS TO BACK SPRINKLERS HIP RIDGESN ' . t. 10.41 RIDGE SPRINKLERS LINE AT THE EAVES PERIMETER HIP /R 1 F AREA IL 1 PROTECTION SLOPE BB SPAN (IABLE A) cvc PIPE MAY BE USED IN SHADED I 7-0to10-0 AREA FOR CEILING L (2,1 m to 3,0 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 BB ATTIC SPRINKLER 6" (152,4 mm) 36" (914,4 mm) MINIMUM MINIMUM NO ADDITIONAL SPRINKLER REQUIRED \\ 4'-O"(1,2m) \MAXIMUM \\ II FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP\ MINIMUM OR STANDARD SPRAY REQUIRED (LOCATE I SPRINKLER(S) PER FIGURE 14A OR 14B) /A" \\ All GREATER THAN 4-0" (1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). I I TFP6IO Page 14 of 28 I I I I I I I I I I I I I I I I I BB ATTIC SPRINKLER 3-1/2 MIN. (88,9 mm) AIR SPACE M 36" IN. (914 4 , mm) NO 6" MAX. ADDITIONAL (152,4 mm) SPRINKLER REQUIRED /51 BB ATTIC ANY SPRINKLER DISTANCE GREATER THAN 6" ez\\ (152,4 mm) ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE 14AOR14B) ' Dimension A Distance B Additional Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond Obstruction All Vertical Obstructions <6" (152,4 mm) YES 1/2-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10-20" (254,0 mm-508,0 mm) 10-0" (3,05 m) NO 20-30" (508,0 mm-762,0 mm) 15-0" (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0" (6,10 m) NO 40-48" (1016,0 mm-1219,2 mm) 25-0" (7,62 m) NO > 48" (1219,2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B ADDITIONAL AP PEXTAB OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE 14AOR14B) FIGURE 16 (1 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. Figure 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clear- ance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. H BB1 BB2 B83 0" 0 1 0" 0" V>0' V+15" 1 V+10' V+8' BOTTOM STIFFENERS I I I I I I I I I I I I I I I I I I I TFP6IO Page 15 of 28 Figure 16F Area Outside of Mechanical Space or Similar Compartmental Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Intermediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary - OR - by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compart- mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. BB ATTIC SPRINKLER GEAT 36" (914,4 mm) NO OR R ER S ADDITIONAL 36(914,4 mm) PRINKLERS OR GREATER REQUIRED TOP OF BB ATTIC DEFLECTOR SPRINKLER STANDARD 1MECHANICALI SPRAY SPRINKLER SPACE BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA 4' (101,6 mm) TO 6' (152,4 mm) TYP. -H STIFFENERS 12' (304,8 mm) TO 36" (914,4 mm) 3-1/2 MIN. 12' MIN. AIRSPACE INTERMEDIATE 36" (914,4 OR GREATER (88,9 mm) (304,8 mm) LEVEL STANDARD SPRAY BBATTIC IT SPRINKLER SPRINKLER T Nf\ 7-1/2' 12" MIN. MMECHACNICAL STANDARD 4" (101 6mm) TO (190,5 mm) (304,8 mm) SPRAY SPRINKLER 6" (152,4 mm) TYP. '1 BB ATTIC LESS THAN BB ATTIC SPRINKLER OR 70% OPEN AREA, SPRINKLER STANDARD STANDARD SPRAY OPENINGS LESS THAN SPRAY SPRINKLER INTERMEDIATE SPRINKLER 12' (304,8 mm) WIDE, \ OR STIFFENERS LESS THAN GREATER THAN 12 LEVEL 7-1/2" (190,5 mm) STANDARD WIDE SPRINKLER / MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND - I STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) MAX • - AP '0'9 0 --_-- SPRINKLER AP \ SPRIG \ \\ 6" MIN. rJOIST \ r' (152,4 mm) - AP SPRINKLER AP SPRIG 10-0 MAX. (3,0 m) 6" MIN. i-JOIST I (152,4 mm) Horizontal Minimum Vertical Distance Distance Below Deflector (A) (B) 3' )!9152,4 mm) (76,2 mm) >6" to 9" 4" (>152,4mm to 228,6 mm) (101,6 mm) >9'to12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12'to15' 8' (>304,8 mm to 381,0 mm) (203,2 mm) >15'to18' 9-1/2' (>381,0 mm to 457,2 mm) (241,3 mm) >18" to 24" 12-1/2" (>457,2 mm to 609,6 mm) (317,5 mm) >24'to30' 15-1/2' (>609,6 mm to 762,0 mm) (393,7 mm) >30 18' (>762,0 mm) (457,2 mm) I I I I FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS AP SPRINKLER OBSTRUCTION I I TFP6IO Page 16 of 28 FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE WITHIN JOISTS FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 12" MIN. I 12" MIN. (304,8 mm) (304,8 mm) 12" MIN. / 12" MIN. (304,8 mm) - (304,8 mm) NON-COMBUSTIBLE NON-COMBUSTIBLE INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B çT AP SKLER 10-0" MAX. AP (3,0 m) SPRIG IfI1EX JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B I I I I I I I I I I I _ (0,9 m) SPRINKLER AP M-- SPRIG JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A OBSTRUCTION L C AP \ SPRINKLER - D.-- ELEVATION VIEW OBSTRUCTION AP SPRINKLER A~:3Cor3D D ~-A~ A :~ 24' (609,6 mm) (Use dimension C or D, whichever is greater) PLAN VIEW I I I I I I I I I I I I I I I I I I I ( TFP6IO Page 17 of 28 A=6 (150 mm) MAX. B = 12 (300 mm) MAX. ANGLE SPRIG r ARM VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all Cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers FIGURE 20-13: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL AP I BACK TO BACK T SINGLE DIRECTIONAL MODE SPRAY L HIP OR STANDARD FIGURE 20 HYDRAULIC CALCULATIONS TFP6IO Page 18 of 28 FIGURE 20-A- 1. BB SPRINKLERS Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). I I I I I RIDGE DRY SYSTEM SHOWN • a AL ( DRY SYSTEM SHOWN DRY SYSTEM SHOWN L [1 I I I I I FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most de- manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. I I I I I I TFP6IO Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems - Calculate the most de- manding five BB Sprinklers plus two SD Sprinklers. Dry Systems - Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers (see adjacent figure). a a - OBSTRUCTION RIDGE ••••• •,00, DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS RIDGE Wet Systems - Calculate the most de- a a a a a a I £ I I manding five SD Sprinklers. T T T T V V V V \1 Dry Systems - Calculate the most de- WALL OR manding nine SD Sprinklers (see adja- DRAFT CURTAIN cent figure). AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most demand- ing nine sprinklers with a maximum of seven to be SD Sprinklers (see adjacent figure). RIDGE I £ £1111 I T I I I I I t \T WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers (see adjacent fig- ure). Dry Systems - Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN DRY SYSTEM SHOWN DRY SYSTEM SHOWN S S 1 I I I S I I I I I I I I I I I I I I I I I I I I 11 TFP6IO Page 20 of 28 FIGURE 20-B- 1. SD SPRIN- KLERS & AP SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most de- manding calculation. Dry Systems - Calculate the most demanding nine SD Sprin- klers, and then calculate the most demanding seven AP Sprinklers. Use the most demanding calcu- lation (see adjacent figure). FIGURE 20-B-2. BB OR SD SPRINKLERS & AP SPRIN- KLERS AT THE EAVES OR BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see adjacent figures). 1aa1&a11** & a a RIDGE S S S S S S S • • T T T I I I I T I I t 771 WALLS C IR DRAFT '.fljn't'uu'S DRY SYSTEM SHOWN S S • • . S S RIDGE I I I I I I I III I DRY SYSTEM SHOWN AREA AREA 1 AREA 3 -1 WITH AP I. WITH BB I WITHAP -- SPRINKLERS SPRINKLERS SPRINKLERS STAGGERED N... . . • A SPACING WHEN . ./ MORE THAN ROW .\ /.ONE 0 0 0 0 MINIMUM SEPARATION 15 -o (4,6 m) WALL OR DRAFT CURTAIN DRY SYSTEM SHOWN AREA AREA AREA 3 WITH AP WITH BB & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-O(4,6m) I I I I I I I I I I I I I I I I I I I TFP61O Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE 20-B-4. BB SPRIN- KLERS, SD SPRINKLERS, HIP SPRINKLERS, & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprin- klers, calculate up to a maximum of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. Dry Systems - Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. SF (4 I TFP6IO Page 22of28 I I I I I I I I I I I I I I I I I FIGURE 20-B-5. 88, SD, OR HIP SPRINKLERS & AP SPRINKLERS INA DORMER, AT CROSS, AT A HIP, OR AT AN ELL Where the quantity of AP Sprin- klers in each dormer, cross, or ell is four or less (see adjacent fig- ure) and all of the dormers, cross- es and ells meet the maximum four AP Sprinkler criteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. FIGURE 20-B-6. BB,SD, OR HIP SPRINKLERS & AP SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). Dry Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). AP INKLERS R LESS) RIDGE AL . li d•\ • ••/ //I - WALL /•• ________ DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE TFP6IO Page 23 of 28 FIGURE 20-C-1. SD SPRINKLERS & STANDARD SPRAY SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most demand- ing seven Standard Spray Sprinklers. Use the most demanding calculation (see adjacent figures). L I 1 1 1 1 1 1 111111 RIDGE ITT TI IT I ITT T\T WALLS C DRAFT DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS & STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent figures). DRY SYSTEM SHOWN TFP6IO Page 24 of 28 FIGURE 20-C-3. BB SPRINKLERS & STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers, and then calculate the most demanding re- mote design area (including all sprinkler types) per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceil- ings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stand Spray Sprinklers, and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings and 30% increase for dry systems). Include all sprinkler types within this area (see adjacent figure). Use the most demanding calculation. FIRST CALCULATION .\ • \.\ FDGE ;. 0 0 0 0 0 0 0 I ••/ 1<• / DRY SYSTEM SHOWN SECOND CALCULATION • • HDGE 0 0 0 FT DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. TFP6IO Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRINKLERS, & STANDARD SPRAY SPRINKLERS AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most de- manding calculation. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area (see adjacent figure). HDiE I/.a 0 0 0 0 0 as DRY SYSTEM SHOWN FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION FT flETEP DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. WALL OR DRAFT CURTAIN I 'Ii I I I FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS & STANDARD SPRIN- KLERS SEPARATED BY COMPART- MENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part C-i thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). I I I I I I I TFP6IO Page 26 of 28 STANDARD SPRAY /. SPRINKLERS (4 OR LESS) I FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS & STANDARD SPRAY SPRINKLERS IN A DORMER, AT A CROSS, AT HIP OR AT AN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the At- tic Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demand- ing standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being in- cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. UI STANDARD SPRAY SPRINKLERS - (4 OR LESS) \\ Ii STANDARD SPRAY STANDARD SPRAY SPRINKLERS SPRINKLERS Ii] (4 OR LESS) I (4 OR LESS) I N.. .\ .\ RIDGE S. ./ ,//I WALL DORMER BUILT ON TOP OF ROOF OR SHEATHING RIDGE , •01•O•••• TFP6IO Page 27 of 28 12 12 MODEL AP SPRINKLERS WET PIPE SYSTEM 20 100 (25,4 m) 60 (15,2 m 20' (5,1 (Ref. Figure 20-13-3) Calculation 1 (5 1 m) Calculate the most demanding five BB Sprinklers plus the two most de- manding AP Sprinklers. (10,2m) C alculation 1 Calculation 2: L up Calculate the most demanding area to 1500 ft2 having AP Sprinklers. _______________ ________________ In this case the design area will be 800 ft2 (40 ft. x 20 ft.) 20' 100' (25,4 m) 20' Use the most demanding calculation (i.e., for proving the adequacy of the (5,lm) 60' (15,2 m) - (5,1 m) water supply). Where AP Sprinklers are utilized, CPVC pipe may be used to supply 40' the AP Sprinklers, as well as the ceil- (10,2 m) / Calculation 2 Ao-o ing sprinklers below the AP Sprin- klers (See Page 6). 12 STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where Standard Sprinklers are uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS I P H I I L7 I I LI I I I I I I I I I 100' (25,4 m) (5rn) 60' (15,2 m) -i (511 M) IN_ (10,2 m) • • • • • Calculation 1 100' (25,4 m) (5rn) • 60' (15,2 m) (5-1 M) (102m) Calculation 2 I I TFP61O Page 28 of 28 I 12 100' (25,4 m) 20 -. 60 152 ______ 20 ( , m) (5,1 m) I---+ • • Calculation i (10,2 m) 100'(25,4 m) I - 60' (15,2 m) - (5-1 m) 4' N______ (10,2 m) : • • • • • • I I -I--<4 • Calculation 2 L_ I I I I I I MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-B-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). I 12 12 STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM I-. 100'(25,4m) (5rn) - 60'(15,2 m) (5,1 m) 40N__ Calculation 1 (10,2 m) • • • 4 4 4 •—•---•-4 • • • I-. 100'(25,4m) (5rn) 60 (15,2 m) (5.1 m) (10,2m) Calculation 2 (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). I I I I I E I I FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 I Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a trademark of The DuPont Corporation Fire Protection Products BlazeMaster is a trademark of The Lubrizol Corporation tuc Worldwide Fire Protection Contacts www.tyco-fire.com Products Model CC2 - 4.2 and 56 K-factor Combustible Concealed Space Sprinklers Specific Application, Upright I I I I I General Description The Model CC2 Combustible Con- cealed Sprinklers are fast response, upright, specific application sprinklers designed to provide protection of spe- cific light hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The CC2 Sprinklers comply with the criterion for the protection of combustible con- cealed spaces as described in NFPA 13. The Model CC2 Sprinklers are designed for installation on BlazeMas- ter CPVC wet pipe systems and steel wet pipe or dry pipe sprinkler systems (refer to the respective Design Criteria sections). They provide the following features as compared to the 2.8K-fac- tor Model CC1 Sprinklers described on Technical Data Sheet TFP630: Can be used on steel dry pipe sprin- kler systems Increased spacing from 10 ft. (3,1 m) to 12 ft. (3,7 m) Increased coverage area from 100 ft2 (9,3 m2) to 144 ft2 (13,4 m2) The effectiveness of the Model CC2 Sprinklers in combustible concealed spaces was clearly evident during the full scale fire testing for this product. Concealed spaces between floors, as well as low pitch attics (slope of 2:12 or less) are inherently shallow. Stan- dard spray sprinklers, by design, have an umbrella like spray pattern that poses a difficult challenge when trying 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 installation 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 to achieve effective coverage within a shallow space. The Model CC2 Com- bustible Concealed Space Sprinklers have addressed the difficult "above ceiling" fire challenge for both wet pipe and dry pipe sprinkler systems. VITOrm The Model CC2 Combustible Con- cealed 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 Association, in addition to the standards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. Contact the installing contractor or manufacturer with any questions. Sprinkler Identification Number TY2189 - Upright, 4.2K TY3189 - Upright, 5.61K Technical Data Approvals UL Listed (Listings and approvals only apply to the service conditions indicated in the Design Criteria sections.) Maximum Working Pressure 175 psi (12,1 bar) Pipe Thread Connection 1/2 inch NPT Discharge Coefficient K = 4.2 gpm/ps1½ (60,5 1pm/bar'4) K = 5.6 gpm/psi½ (80,6 1pm/bar"t) Temperature Rating 175° F (79° C) Finish Natural Brass AUGUST 2016 Physical Characteristics Frame .............................Brass Button ............................Bronze Sealing Assembly. . . Stainless Steel w/TEFLON Bulb .... ..................... Glass (3 mm) Compression Screw ..................Brass Deflector ..........................Bronze 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 acti- vate and flow water. Design Criteria Design criteria is provided as follows: 175° F (79° C), Model CC2 Combusti- ble Concealed Sprinklers with CPVC Pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 2). 175° F (79° C), Model CC2 Combus- tible Concealed Sprinklers with Steel Pipe and horizontal slope above sprinklers not exceeding 2:12 (Refer to Page 4). TFP632 Li I I I Li I I I I I I I U I ' TFP632 I Page 2 of 8 1-11/16" (42,9 mm) 6 Components: 1 - Frame ________ SPRINKLER 2 - Sealing FRAME Assembly _ 3 - Button ARM__ 2-1/4' 4 - Bulb (57,2 mm) 5 - Compression Screw 3 6 - Deflector WRENCH 7 - Ejection 2 FLATS Spring 1/2' NPT 7/16' (11,1 mm) J NOMINAL MAKE-IN FIGURE 1 MODEL CC2 SPRINKLER I I I I I Design Criteria, CPVC Pipe CC2 Temperature Rating (CPVC Pipe) 175° F (79° C) Area of Use (CPVC Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 2). Non-combustible, insulation-filled solid wood or composite wood joist construction (Ref. Figure 3). NOTE: In order to be considered "non-combustible insulation-filled solid wood or composite wood joist construction," the insulation (includ- ing insulation provided with a combus- tible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the CC2 Sprinklers in the event of a fire. Concealed Space Area (CPVC Pipe) The area of the concealed space is not limited; however, for both Figure 2 and Figure 3, where CPVC pipe is being util- ized, draft-curtains or full height walls must be provided at 1000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 inches (200 mm), which- ever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. Concealed Space Size (CPVC Pipe) The depth of the concealed space is 36 inches (915 mm) maximum to 12 inches (305 mm) minimum. System Type (CPVC Pipe) Light hazard, wet pipe system Minimum Distance Between Model CC2 Sprinklers (CPVC Pipe) The minimum distance between sprin- klers is 7 Ft. (2,1 m). NOTE: Minimum spacing does not apply to any additional sprinklers required for protection of BlazeMaster CPVC that is offset over an obstruction. Maximum Distance Between Model CC2 Sprinklers (CPVC Pipe) 12 feet (3,7 m) Maximum Coverage Area (CPVC Pipe) 144 ft2 (13,4 m2) Deflector Position (CPVC Pipe) 1-1/2 to 4 inches (40 to 100 mm) below upper deck for wood truss construction or bar joist construc- tion (Ref. Figure 2) 1-1/2 to 4 inches (40 to 100 mm) below solid wood or composite wood joists (Ref. Figure 3) Minimum Distance Away From Trusses (CPVC Pipe) 4-1/2 inches (114 mm) Remote Area (CPVC Pipe) The remote area is 1000 ft2 (93 m2) NOTE: The remote area does not include any additional sprinklers required for protection of BlazeMaster CPVC that is offset over an obstruction. Required Density (CPVC Pipe) 0.10 gpm/ft2 (4,1 mm/mm) Minimum Operating Pressure (CPVC Pipe) 7 psi (0,48 bar) NOTE: The minimum resulting flow for the 4.2K is 11.1 gpm, and the minimum resulting flow for the 5.6K is 14.8 gpm. Therefore, for coverage areas less than the maximum permitted coverage area of 144 ft2, the 4.2K may provide a hydraulic advantage. The use of the CC1 sprinkler having a K-factor of 2.8, minimum operating pressure of 10 psi, and resulting minimum flow of 9.5 gpm may provide a further hydraulic advan- tage for yet smaller coverage areas. The CC1 is described in Technical Data Sheet TFP630. Obstructions (CPVC Pipe) See Figure 8 in this data sheet for obstructions rules. Use of UL Listed BlazeMaster CPVC Piping with Model CC2 Sprinklers Only BlazeMaster CPVC product may be used in concealed spaces requir- ing automatic sprinklers, when used in conjunction with Model CC2 Sprinklers. In order to use the BlazeMaster CPVC product for wood truss or bar joist construction, the horizontal run of pipe must be a maximum of 6 Inches (150 mm) above the ceiling or noncombus- tible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom of the deck above), which- ever is smaller (Ref. Figure 2). For insu- lation filled solid wood or composite wood joist construction, the horizon- tal run of pipe must be a maximum of 6 Inches (150 mm) above ceiling or non-combustible ceiling insulation, or 1/3 the depth of concealed space (as measured from the top surface of the ceiling to the bottom surface of the joist insulation above), whichever is smaller (Ref. Figure 3). The CPVC piping can then be used to supply the Model CC2 Sprinklers, as well as the sprin- klers below the ceiling. Unless modi- fied by this Technical Data Sheet, all other guidelines of the "BlazeMaster - Installation Instructions & Techni- cal Manual" must be met. When using 1 inch (DN25) or larger pipe, a hanger must be located at the truss nearest a I I I I I I I I I I I I TFP632 Page 3 of 8 4-1/2 (114 mm) MINIMUM MODEL CC2 - FROM FACE OF WOOD TRUSS UPPER DECK SPRINKLER OR TOP CHORD OF BAR JOIST MAX P CH IMUM [ CPVC PIPE OR LESS I I r-------------I I FRAME ARMS OF I I 4" (102 mm) SPRINKLER MUST I MAXIMUM I BE INSTALLED I I I I I 1-1/2' (40 mm) IN-LINE WITH I MINIMUM PIPE RUN 36" (915 mm) TOP OF CHORD MAXIMUM 12" (305 mm) MINIMUM 6' (152 mm) MAXIMUM ABOVE CEILING TO BOTTOM OF PIPE OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 THE DEPTH OF CONCEALED SPACE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM OF DECK ABOVE), WHICHEVER IS SMALLER OBSTRUCTION CEILING WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC2 SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION FIGURE 2 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW CPVC PIPE UPPER COMPOSITE DECK WOOD JOISTS 6" (152 mm) MAXIMUM FOR CPVC PIPE SOLID WOOD NON-COMBUSTIBLE JOISTS INSULATION 4" (102 mm) / MAXIMUM .T7'yll x x'_( MINIMUM SPRINKLER 1 I OF I FRAME ARMS I SPRINKLER MUST 36' (915 mm) I BE INSTALLED I MAXIMUM I IN-LINE WITH TOP OF 12" (305 mm) i PIPE RUN I CHORD MINIMUM A 3 NON-COMBUSTIBLE CEILING INSULATION, BOTTOM 6" (152 mm) MAXIMUM ABOVE CEILING TO BOTTOM OF PIPE OR OR 1/3 THE DEPTH OF CONCEALED SPACE j OF PIPE (AS MEASURED FROM TOP SURFACE OF CEILING TO BOTTOM SURFACE OF JOIST INSULATION ABOVE), WHICHEVER IS SMALLER OBSTRUCTION CEILING WHEN OFFSETTING CPVC PIPE OVER AN OBSTRUCTION, A MODEL CC2 SPRINKLER MUST BE INSTALLED DIRECTLY ON THE CPVC PIPE OVER THE OBSTRUCTION FIGURE 3 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW - CPVC PIPE I' TFP632 Page 4of8 sprig for purposes of restraint. If using 3/4 inch (DN19) piping, all sprigs over 12 inches (305 mm) must be laterally braced using methods described in the NFPA standards. Where the CPVC must be offset up and over an obstruction and the pipe exceeds the allowed horizontal posi- tioning requirements specified above as well as shown in Figures 2 and 3, additional Model CC2 Sprinklers are to be installed as shown in Figure 2 and 3 to protect the BlazeMaster CPVC product. A minimum lateral distance of 18 inches (460 mm) must be maintained between the CPVC pipe and heat pumps, fan motors, and heat lamps. Design Criteria, Steel Pipe CC2 Temperature Rating (Steel Pipe) 175° F (79° C) Area of Use (Steel Pipe) Horizontal (slope not exceeding 2:12) combustible concealed spaces of: Unobstructed wood truss construc- tion or unobstructed bar joist con- struction (Ref. Figure 4) Solid wood joist construction (Ref. Figure 5) where the upper deck and ceiling joists may have a maximum depth of 12 inches (300 mm) and typ- ical on center joist spacing of mini- mum 16 inches (400 mm) Non-combustible insulation filled solid wood joist or wood composite joist construction (Ref. Figure 6) Obstructed wood truss construction (Ref. Figure 7) NOTE: In order to be considered "non- combustible insulation filled solid wood joist or composite wood joist construc- tion", the insulation (including insula- tion provided with a combustible vapor barrier),must completely fill the pock- ets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire net- ting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the CC2 Sprinklers in the event of a fire. Concealed Space Area (Steel Pipe) The area of the concealed space is not limited; however, for unobstructed wood truss con- struction or concealed spaces of non-combustible, unobstructed bar joist construction (Ref. Figure 4) draft-curtains or full height walls must be provided at 1000 ft2 (93 m2) areas. This draft curtain shall be at least 1/3 the depth of the concealed space or 8 inches (200 mm), which- ever is greater, and be constructed using a material that will not allow heat to escape through or above the draft curtain. for solid wood joist construction (Ref. Figure 5) and obstructed wood truss construction (Ref. Figure 7), blocking must be provided in each upper deck and ceiling joist channel at a maxi- mum 32 feet (9,75 m) intervals. This blocking shall be installed to the full depth of the joists and be installed so as to not allow heat to escape through or above the blocking. The blocking must be constructed using a non-combustible material or the joist construction material. Draft curtains must protrude below the joist a minimum of 6 inches (150 mm) or 1/3 the space, whichever is greatest, and run parallel with the joist spaced at 31 feet (9,4 m) width maximum to limit the area to a maxi- mum of 1000 ft2 (93 m2). The draft curtain may be constructed of 1/4 inch (6,4 mm) plywood to prevent heat from escaping beyond the area. for non-combustible, insulation-filled solid wood joist or composite wood joist construction (Ref. Figure 6), the requirement for draft curtains or blocking does not apply. Concealed Space Size (Steel Pipe) The minimum and maximum concealed space depth is as follows: For unobstructed wood truss construc- tion or concealed spaces of unob- structed bar joist construction (Ref. Figure 4) the depth of the concealed space is 36 inches (915 mm) maximum to 12 inches (305 mm) minimum. For solid wood joist construction (Ref. Figure 5), solid wood or composite wood joist construction filled with non- combustible insulation (Ref. Figure 6), or obstructed wood truss construction (Ref. Figure 7), the maximum depth of the concealed space is 54 inches from bottom of upper deck to top of ceiling, and the minimum depth is 6 inches from the bottom of the upper deck joists to the top of the ceiling joists. System Type (Steel Pipe) Light hazard, wet or dry pipe system using steel pipe. NOTES: Use of the 4.2K sprinklers in dry pipe systems is permitted by section 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Minimum Distance Between Model CC2 Sprinklers (Steel Pipe) 7 feet (2,1 m) Maximum Distance Between Model CC2 Sprinklers (Steel Pipe) 12 feet (3,7 m) Maximum Coverage Area (Steel Pipe) 144 ft2 (13,4 m2) Deflector Position (Steel Pipe) 1-1/2 to 4 inches (40 to 100 mm) below upper deck for wood truss construction or concealed spaces of non-combusti- ble bar joist construction (Ref. Figure 4) 1-1/2 to 2 inches (40-50 mm) below solid wood joist (Ref. Figure 5) or top chord of a wood truss that has a depth greater than 4 inches 1-1/2 to 4 inches (40 to 100 mm) below non-combustible insulation filled solid wood joists or composite wood joists (Ref. Figure 6) Remote Area (Steel Pipe) The remote area for wood truss con- struction or bar joist construction (Ref. Figure 4) or solid wood joist construc- tion (Ref. Figure 5) is 1000 ft2 (93 m2) for wet or dry pipe systems. The remote area for non-combusti- ble insulation filled solid wood joist or wood composite joist construction (Ref. Figure 6) is to be calculated per the requirements of NFPA 13. Required Density (Steel Pipe) 0.10 gpm/ft2 (4,1 mm/mm) Minimum Operating Pressure (Steel Pipe) 7 psi (0,48 bar) NOTE: The minimum resulting flow for the 4.2K is 11.1 gpm, and the minimum resulting flow for the 5.6K is 14.8 gpm. Therefore, for coverage areas less than the maximum permitted coverage area of 144 ft2, the 4.2K may provide a hydraulic advantage. The use of the CC1 sprinkler having a K factor of 2.8, minimum operating pressure of 10 psi, and resulting minimum flow of 9.5 gpm may provide a further hydraulic advan- tage for yet smaller coverage areas when designing wet pipe systems. The CCI is described in Technical Data Sheet TFP630. Obstructions (Steel Pipe) See Figure 8 in this data sheet for obstructions rules. I I I I I I I I I I I F F I III I I I I I I I I I I I I I I I I I I I I I TFP632 Page 5 of 8 MODEL CC2 4-1/2 (114 mm) MINIMUM UPPER DECK SPRINKLER FROM FACE OF WOOD TRUSS OR 1IIIFBARET TOP CHORD MAXIMUM OR LESS II I FRAME ARMS OF I MINIMUM SPRINKLER MUST [L I BE INSTALLED I IN-LINE WITH 36 (915 mm) PIPE RUN I MAXIMUM L -------------' 12 (305 mm) MINIMUM CEILINGJ FIGURE 4 UNOBSTRUCTED WOOD TRUSS CONSTRUCTION OR UNOBSTRUCTED BAR JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE r------------------- - FRAME ARMS OFSPRINKLER 1 I MUST BE INSTALLED IN-LINE WITH PIPE RUN UPPER 2x FLOOR SOLID DECK WOOD JOISTS 2 (51 mm) MINIMUM CEILING CEILING FRAMING FIGURE 5 SOLID WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE 54 (1372 mm) MAXIMUM 36 (915 mm) MAXIMUM 6 (152 mm) MINIMUM F 1 I MUST BE INSTALLED IN-LINE WITH PIPE RUN -j UPPER NON-COMBUSTIBLE DECK INSULATION / I I I I I I' TFP632 I Page 6 of 8 I ____ _____ 5 372 mm) MAXIMUM COMPOSITE MODEL CC2 2x FLOOR SOLID WOOD JOISTS SPRINKLER WOOD JOISTS 36' (915 mm) MAXIMUM 6(152mm) MINIMUM CEILING CEILING FRAMING FIGURE 6 NON-COMBUSTIBLE INSULATION-FILLED UPPER DECK SOLID WOOD OR COMPOSITE WOOD JOIST CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE F JE1 I MUST BE INSTALLED IN-LINE WITH PIPE RUN I U I I I I I I I I I 2"(,' MA) 1-1/2" MII\ 54' (1372 mm) MAXIMUM 36 (915 mm) MAXIMUM 6 (152 mm) MINIMUM 4' (102 mm) MAXIMUM 1-1/2' (38 mm) MINIMUM UPPER TOP CHORD GREATER DECK THAN 4' (102 mm) IN DEPTH CEILING CEILING FRAMING FIGURE 7 OBSTRUCTED WOOD TRUSS CONSTRUCTION CROSS SECTION ELEVATION VIEW STEEL PIPE Distance from Maximum Allowable Centerline of Distance of Deflector Sprinkler to Side Above Bottom of of Obstruction Obstruction (A) (B) <12" 0" <(304,8 mm) (0 mm) 12" to <18' 2-1/2" (304,8 mm to <457,2 mm) (63,5 mm) 18" to <24' 3-1/2" (457,2 mm to <609,6 mm) (88,9 mm) 24' to <30' 5-1/2" (609,6mm to <762,0 mm) (139,7 mm) 30" to <36' 7-1/2" (762,0 mm to <914,4 mm) (190,5 mm) 36" to <42" 9-1/2" (914,4 mm to <1066,8 mm) (241,3 mm) 42" to <48" 12" (1066,8 mm to <1219,2 mm) (304,8 mm) 48" to <54" 14" (1219,2 mm to <1371,6 mm) (355,6 mm) 54" to <60" 16-1/2" (1371,6 mm to <1524,0 mm) (419,1 mm) A~3C or 30 A_<24" (609,6 mm) (Use dimension C or D, whichever is greater) OBSTRUCTION MODEL CC2 SPRINKLER C I'' I TFP632 Page 7 of 8 UPPER DECK OR BOTTOM OF NON-COMUSTIBLE INSULATION B !- MODEL CC2 ~2 SPRINKLER OBSTRUCTION NOTE: WEB MEMBERS AND GUSSETS SHALL NOT BE CONSIDERED OBSTRUCTIONS PROVIDED THE MINIMUM 4-1/2 INCH LATERAL DISTANCE (FIG. 2) REQUIRED BY THE SPECIFIC APPLICATION LISTING IS MAINTAINED. UPPER DECK OBSTRUCTION L A C MODEL CC2 SPRINKLER LOWER DECK / WRENCH RECESS / (USE END "A" FIGURE 9 W-TYPE 6 SPRINKLER WRENCH Installation The Model CC2 Sprinklers must be installed in accordance with this section. General Instructions The Model CC2 Sprinklers are to be installed upright and with their frame arms (Ref. Figure 1) in-line with the pipe run (Ref. Figures 2 through 7, as applicable). Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler 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 175° F (79°C) tempera- ture rating. A leak-tight 1/2 inch NPT sprinkler joint should be obtained with a torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. The Model CC2 Sprinklers must only be installed in the upright position with the deflector parallel to the upper deck. With pipe thread sealant applied to the pipe threads, use only the W-Type 6 (End A) Sprinkler Wrench (Ref. Figure 9) for installation of the Model CC2 Sprinklers by applying the wrench to the sprinkler wrench flats only. I I U LI LI Li I I I LI I 11 ELEVATION VIEW PLAN VIEW FIGURE 8 NFPA 13 OBSTRUCTION TO WATER DISTRIBUTION CRITERIA (REFERENCE) I I I I LI Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: SIN (specify), K-factor (specify), Model CC2 Combustible Concealed Space Sprinkler, Specific Application, Upright, 175°F (790C), P/N (specify): TY2189, 4.2K ..................51-311-1-175 TY3189, 5.6K .................51-301-1-175 Sprinkler Wrench: Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 I TFP632 I Page 8 of 8 1 Care and U Maintenance The Model CC2 Sprinklers must be maintained and serviced in accordance I with this section. Before closing a fire protection system main control valve for maintenance I 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 I by this action must be notified. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. I Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. I Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned I by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installa- tion Section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of I the National Fire Protection Association (e.g., NFPA 25), in addition to the stan- dards of any other authorities having jurisdiction. Contact the installing con- tractor or sprinkler manufacturer with I any questions. It is recommended that automatic sprinkler systems be inspected , tested, I and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. I I I GLOBAL HEADQUARTERS 1 1400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 I Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a trademark of The DuPont Corporation BlazeMaster is a trademark of The Lubrizol Corporation Fire Protection Products