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HomeMy WebLinkAbout1657 BRADY CR; ; FPR2019-0220PERMIT REPORT CL7city of Carlsbad Print Date: 09/07/2023 Job Address: 1657 BRADY CIR, CARLSBAD, CA 92008 Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2052210100 Track #: Valuation: $0.00 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPR2019-0220 Applied: 11/12/2019 Issued: 11/25/2019 Finaled Close Out: 06/02/2020 Final Inspection: INSPECTOR: Maldonado, Adalmira Salcedo, Felix Status: Closed - Finaled Single Family Fire Sprinkli Project Title: Description: MAGNOLIA-BRADY -LOT 1/ NEW 13D SPRINKLER SYSTEM FOR 7 UNIT SFD PROJECT (NEW CONSTRUCTION) Applicant: . FPContractor: INNOVATIVE FIRE PROTECTION INC INNOVATIVE FIRE PROTECTION INC JOSEPH PLASSM EVER 8779 COTTONWOOD AVE, # STE 101 8779 COTTONWOOD AVE, # STE 101 . SANTEE, CA 92071-4457 SANTEE, CA 92071-4457 (619) 593-8200 (619) 593-8200 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) . . $125.00 FIRE NFPA 13D Single Family System (Plan Review). . $246.00 FIRE Protection Sys Manual $136.00 Total Fees: $507.00 Total Payments To Date: $507.00. Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1442-339-2665'1 Inspections: 442-339-2660 1 www.carlsbadca.gov P2-Ott'\ INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 1 (LOT2) 1653 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 49 sq. ft. (HALL) COVERAGE PER SPRINKLER: 20' X 201 -400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm 8 32.4 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. P4 0 0 0 LU 0 44 1 U) P4 0 0 0 r- a) 0 0 U) U) a) '—I 4- U)4) a) C4 r- 4J0 U) -d a)4) HO E'd 0a) p 10 4-1 U) ' a) (D r-14-) U) 6) .U) ci) 0 04 '—I 00 04 fu 10 -1 a) -I_c U) a) ,q a) (D .1-c I-i (I ( 0 d U) .a) U) co U) a) a) d Q a) a) •.-1 .U) U) 0 114 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1 (LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA 0 - N 0 0 0 0 0 • • • • 0 0 0 0 0 0 • I—I 03 '.0 (N 0 I 04111U)U)11) -04U)-d-- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 80.0 70.0 500.0 80.0 26.0 52.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 52.7 26.0 2 150.0 - - - - 49.3 - - - 2A 150.0 - - - - 46.3 - - - D 150.0 - - - - 46.0 - - - C 150.0 - - - - 40.5 3A 154.0 - - - - 36.7 - - - 3B 156.0 HOSE STREAM 33.8 5.0 3 158.0 - - - - 32.4 4 160.0 - - - - 31.3 - - - 4A 160.0 - - - - 27.3 - - - 5 163.0 - - - - 24.5 - - - 6 163.0 - - - - 19.6 - - - 7 163.0 - - - - 19.6 - - - 8 163.0 - - - - 21.7 - - - 9 163.0 - - - - 21.7 10 163.0 - - - - 21.7 101 163.0 - - - - 19.6 - - - 102 163.0 - - - - 19.6 - - - 103 163.0 K= 4.90 18.4 21.0 104 163.0 - - - - 21.7 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA 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 12.00 150 49.3 2 150.0 49.3 26.0 2A K1.000 T: 6.0 7.00 0.0 1 150.0 52.7 26.0 0.995 G: 1.0 19.00 0.181 3.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 46.3 26.0 D 3.0 psi, 26.0 gpm 2 150.0 49.3 26.0 Pipe: 3 0.0 0.0 2.00 150 46.0 D 150.0 46.0 26.0 C L1.000 ---- 0.00 0.0 2A 150.0 46.3 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 40.5 26.0 3A 5.5 psi, 26.0 gpm D 150.0 46.0 26.0 Pipe: 5 0.0 0.0 100.00 150 36.7 3A 154.0 36.7 26.0 3B E1.610 3E:18.1 18.13 1.7 C 150.0 40.5 26.0 1.610 118.13 0.017 2.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 33.8 38 156.0 33.8 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 36.7 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 32.4 3 158.0 32.4 21.0 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 33.8 21.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 31.3 4 160.0 31.3 21.0 4A A1.000 ---- 0.00 0.9 3 158.0 32.4 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 27.3 21.0 5 4.0 psi, 21.0 gpm 4 160.0 31.3 21.0 Pipe: 10 0.0 10.1 8 10.00 150 24.5 5 163.0 24.5 10.9 103 J1.000 E: 5.0 10.00 1.3 4A 160.0 27.3 21.0 1.101 T: 5.0 20.00 0.074 1.5 Pipe: 11 4.90 21.0 Disch 83.00 150 18.4 103 163.0 18.4 -10.1 6 JO.750 2T: 6.0 6.00 0.0 5 163.0 24.5 10.9 0.874 89.00 0.069 6.1 Pipe: 12 4.90 21.0 Disch 15.00 150 18.4 103 163.0 18.4 -10.9 5 JO.750 2T: 6.0 6.00 0.0 6 163.0 19.6 10.1 0.874 21.00 0.059 1.2 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019R5\JOEP\DESKTOp\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA 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: 13 0.0 0.0 16.00 150 19.6 7 163.0 19.6 0.0 JO.750 T: 3.0 3.00 0.0 6 163.0 19.6 0.0 0.874 19.00 0.000 0.0 Pipe: 14 0.0 0.0 8.50 150 19.6 7 163.0 19.6 0.0 JO.750 E: 4.0 4.00 0.0 101 163.0 19.6 0.0 0.874 12.50 0.000 0.0 Pipe: 15 0.0 0.0 7.00 150 19.6 7 163.0 19.6 0.0 JO.750 E: 4.0 4.00 0.0 102 163.0 19.6 0.0 0.874 11.00 0.000 0.0 Pipe: 16 0.0 0.0 7 32.00 150 19.6 6 163.0 19.6 10.1 103 JO.750 T: 3.0 3.00 0.0 8 163.0 21.7 10.1 0.874 35.00 0.059 2.1 Pipe: 17 0.0 0.0 11.00 150 21.7 8 163.0 21.7 0.0 JO.750 T: 3.0 3.00 0.0 9 163.0 21.7 0.0 0.874 14.00 0.000 0.0 Pipe: 18 0.0 0.0 39.00 150 21.7 9 163.0 21.7 0.0 30.750 E: 4.0 7.00 0.0 10 163.0 21.7 0.0 0.874 T: 3.0 46.00 0.000 0.0 Pipe: 18A 0.0 0.0 39.00 150 21.7 9 163.0 21.7 0.0 JO.750 E: 4.0 4.00 0.0 10 163.0 21.7 0.0 0.874 43.00 0.000 0.0 Pipe: 19 0.0 0.0 3.00 150 21.7 10 163.0 21.7 0.0 JO.750 E: 4.0 4.00 0.0 104 163.0 21.7 0.0 0.874 7.00 0.000 0.0 Pipe: 20 0.0 0.0 40.00 150 21.7 8 163.0 21.7 10.1 6 30.750 2E: 8.0 8.00 0.0 5 163.0 24.5 10.1 0.874 48.00 0.059 2.8 NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.005 gpm. Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: * MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEil ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee -------------------------------------------------------- F45Eil 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyViv GatVlv AimChk -------------------------------------------------------- DPViv NTee F45Eii 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 I U a 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDA) .SDF JOB TITLE: MAGNOLIA PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00. 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 1 (LOT2) 1653 BRADY CIRCLE CARLSBAD., CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 42 sq. ft. (CLOSET) COVERAGE PER SPRINKLER: 20' X 20'-400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm 8 38.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. a) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA—PLAN 1 (LOT 2) (111DB) .SDF JOB TITLE: MAGNOLIA E P4 0 0 0 LI) 0 '-I 114 U) 04 0 0 0 N U) (v U) cn p4 co z p4 41 DC,) Cl) 111 o N 0 0 0 0 0 • • • • 0 0 0 0 0 0 • r-1 1.0 (14 0 I 0(911 •-p4 U)•'1- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDB) .SDF JOB TITLE: MAGNOLIA 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) 1 80.0 70.0 500.0 80.0 26.0 59.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 59.2 26.0 2 150.0 - - - - 55.7 - - - 2A 150.0 - - - - 52.7 D 150.0 - - - - 52.4 - - - C 150.0 - - - - 46.9 - - - 3A 154.0 - - - - 43.1 3B 156.0 HOSE STREAM 40.2 5.0 3 158.0 - - - - 38.8 - - - 4 160.0 - - - - 37.7 - - - 4A 160.0 - - - - 33.7 5 163.0 - - - - 30.9 - - - 6 163.0 - - - - 27.2 - - - 7 163.0 - - - - 27.2 - - - 8 163.0 - - - - 26.0 - - - 9 163.0 - - - - 22.8 - - - 10 163.0 - - - - 20.0 - - - 101 163.0 - - - - 27.2 - - - 102 163.0 - - - - 27.2 - - - 103 163.0 - - - - 27.9 104 163.0 K= 4.90 18.4 21.0 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDB) .SDF JOB TITLE: MAGNOLIA 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 12.00 150 55.7 2 150.0 55.7 26.0 2A K1.000 T: 6.0 7.00 0.0 1 150.0 59.2 26.0 0.995 G: 1.0 19.00 0.181 3.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 52.7 26.0 D 3.0 psi, 26.0 gpm 2 150.0 55.7 26.0 Pipe: 3 0.0 0.0 2.00 150 52.4 D 150.0 52.4 26.0 C L1.000 ---- 0.00 0.0 2A 150.0 52.7 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 46.9 26.0 3A 5.5 psi, 26.0 gpm D 150.0 52.4 26.0 Pipe: 5 0.0 0.0 100.00 150 43.1 3A 154.0 43.1 26.0 3B E1.610 3E:18.1 18.13 1.7 C 150.0 46.9 26.0 1.610 118.13 0.017 2.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 40.2 3B 156.0 40.2 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 43.1 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 38.8 3 158.0 38.8 21.0 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 40.2 21.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 37.7 4 160.0 37.7 21.0 4A A1.000 ---- 0.00 0.9 3 158.0 38.8 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 33.7 21.0 5 4.0 psi, 21.0 gpm 4 160.0 37.7 21.0 Pipe: 10 0.0 13.5 8 10.00 150 30.9 5 163.0 30.9 7.5 103 J1.000 E: 5.0 10.00 1.3 4A 160.0 33.7 21.0 1.101 T: 5.0 20.00 0.074 1.5 Pipe: 11 0.0 0.0 83.00 150 27.9 103 163.0 27.9 7.5 6 JO.750 2T: 6.0 6.00 0.0 5 163.0 30.9 7.5 0.874 89.00 0.034 3.0 Pipe: 12 0.0 0.0 15.00 150 27.2 6 163.0 27.2 7.5 8 JO.750 2T: 6.0 6.00 0.0 103 163.0 27.9 7.5 0.874 21.00 0.034 0.7 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDB) .SDF JOB TITLE: MAGNOLIA 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. (0) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 16.00 150 27.2 6 163.0 27.2 0.0 J0.750 T: 3.0 3.00 0.0 7 163.0 27.2 0.0 0.874 19.00 0.000 0.0 Pipe: 14 0.0 0.0 8.50 150 27.2 7 163.0 27.2 0.0 JO.750 E: 4.0 4.00 0.0 101 163.0 27.2 0.0 0.874 12.50 0.000 0.0 Pipe: 15 0.0 0.0 7.00 150 27.2 7 163.0 27.2 0.0 JO.750 E: 4.0 4.00 0.0 102 163.0 27.2 0.0 0.874 11.00 0.000 0.0 Pipe: 16 0.0 21.0 9 32.00 150 26.0 8 163.0 26.0 -13.5 5 JO.750 T: 3.0 3.00 0.0 6 163.0 27.2 7.5 0.874 35.00 0.034 1.2 Pipe: 17 0.0 10.7 10 11.00 150 22.8 9 163.0 22.8 10.3 10 JO.750 T: 3.0 3.00 0.0 8 163.0 26.0 21.0 0.874 14.00 0.229 3.2 Pipe: 18 0.0 21.0 104 39.00 150 20.0 10 163.0 20.0 -10.7 104 JO.750 E: 4.0 7.00 0.0 9 163.0 22.8 10.3 0.874 T: 3.0 46.00 0.061 2.8 Pipe: 18A 0.0 21.0 104 39.00 150 20.0 10 163.0 20.0 -10.3 104 JO.750 E: 4.0 4.00 0.0 9 163.0 22.8 10.7 0.874 43.00 0.066 2.8 Pipe: 19 4.90 21.0 Disch 3.00 150 18.4 104 163.0 18.4 0.0 JO.750 E: 4.0 4.00 0.0 10 163.0 20.0 21.0 0.874 7.00 0.229 1.6 Pipe: 20 0.0 21.0 9 40.00 150 26.0 8 163.0 26.0 -7.5 6 JO.750 2E: 8.0 8.00 0.0 5 163.0 30.9 13.5 0.874 48.00 0.102 4.9 NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.118 gpm. Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019R5\JOEP\DESKTOp\HA55 DATA\MAGNOLIA-PLAN 1(LOT 2) (1HDB) .SDF JOB TITLE: MAGNOLIA Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 17. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 LngEii ChkViv BfyViv GatViv AimChk DPViv NPTee -------------------------------------------------------- F45Eii 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A 0 N Eli Tee LngEii ChkViv BfyViv GatViv AimChk DPViv NTee -------------------------------------------------------- F45Eii 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkViv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkViv GatViv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN l(LOT 2) (1HDB) .SDF JOB TITLE: MAGNOLIA PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkViv GatViv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 1 (LOT2) 1653 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 301 sq. ft. (FAMILY ROON) COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.1 gpm TOTAL WATER REQUIRED (including hose): 31.1 gpm FLOW AND PRESSURE (8 BOR): 26.1 gpm 8 34.1 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE * &CLICE& HRS SYSTEMS, INC. C) 0 U) 10W 4J 4 U)4) .lJ 0 U) a)) p Ed OW 44 U) ( a) a) r-14-) U) a) 'tjU) a)0 4J.c: nj p4 —I 00 p4 .1-) CO a) .Q a) a) .1-) -i 0 I U) .a) U) U) to a) a) p4 a) a) -d .CC/) U) H (J a) .1-i 0 z 0 i-1 ru 0 '—I "-I U) 04 0 0 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/20195ERS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA 0 r- 0 0 0 0 0 • • • • 0 0 0 0 0 0 • H H 0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019SERS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 0 PRESS. 0 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 80.0 70.0 500.0 79.9 31.1 58.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 58.8 31.1 2 150.0 - - - - 54.0 2A 150.0 - - - - 50.0 D 150.0 - - - - 49.5 - - - C 150.0 - - - - 44.0 3A 154.0 - - - - 39.5 - - - 3B 156.0 HOSE STREAM 35.8 5.0 3 158.0 - - - - 34.1 4 160.0 - - - - 32.8 - - - 4A 160.0 - - - - 27.3 - - - 5 163.0 - - - - 23.8 - - - 6 163.0 - - - - 14.7 - - - 7 163.0 - - - - 8.2 - - - 8 163.0 - - - - 18.6 - - - 9 163.0 - - - - 18.6 - - - 10 163.0 - - - - 18.6 - - - 101 163.0 K= 4.90 7.0 13.0 102 163.0 K= 4.90 7.2 13.1 103 163.0 - - - - 16.5 - - - 104 163.0 - - - - 18.6 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/20195ERS\JOEP\DESKTOP\HA55 DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA 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 12.00 150 54.0 2 150.0 54.0 31.1 2A K1.000 T: 6.0 7.00 0.0 1 150.0 58.8 31.1 0.995 G: 1.0 19.00 0.252 4.8 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 50.0 31.1 D 4.0 psi, 31.1 gpm 2 150.0 54.0 31.1 Pipe: 3 0.0 0.0 2.00 150 49.5 D 150.0 49.5 31.1 C L1.000 ---- 0.00 0.0 2A 150.0 50.0 31.1 1.025 2.00 0.218 0.4 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 44.0 31.1 3A 5.5 psi, 31.1 gpm D 150.0 49.5 31.1 Pipe: 5 0.0 0.0 100.00 150 39.5 3A 154.0 39.5 31.1 3B E1.610 3E:18.1 18.13 1.7 C 150.0 44.0 31.1 1.610 118.13 0.024 2.9 Pipe: 6 H.S. 5.0 Disch 3.00 150 35.8 3B 156.0 35.8 26.1 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 39.5 31.1 1.025 T: 7.0 13.00 0.218 2.8 Pipe: 7 0.0 0.0 2.00 150 34.1 3 158.0 34.1 26.1 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 35.8 26.1 1.101 7.00 0.111 0.8 Pipe: 8 0.0 0.0 2.00 120 32.8 4 160.0 32.8 26.1 4A A1.000 ---- 0.00 0.9 3 158.0 34.1 26.1 1.049 2.00 0.213 0.4 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 27.3 26.1 5 5.5 psi, 26.1 gpm 4 160.0 32.8 26.1 Pipe: 10 0.0 14.1 8 10.00 150 23.8 5 163.0 23.8 12.1 103 J1.000 E: 5.0 10.00 1.3 4A 160.0 27.3 26.1 1.101 T: 5.0 20.00 0.111 2.2 Pipe: 11 0.0 0.0 83.00 150 16.5 103 163.0 16.5 12.1 6 JO.750 2T: 6.0 6.00 0.0 5 163.0 23.8 12.1 0.874 89.00 0.082 7.3 Pipe: 12 0.0 26.1 7 15.00 150 14.7 6 163.0 14.7 -14.1 8 J0.750 2T: 6.0 6.00 0.0 103 163.0 16.5 12.1 0.874 21.00 0.082 1.7 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019SERS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA 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: 13 0.0 13.1 102 16.00 150 8.2 7 163.0 8.2 13.0 101 JO.750 T: 3.0 3.00 0.0 6 163.0 14.7 26.1 0.874 19.00 0.343 6.5 Pipe: 14 4.90 13.0 Disch 8.50 150 7.0 101 163.0 7.0 0.0 JO.750 E: 4.0 4.00 0.0 7 163.0 8.2 13.0 0.874 12.50 0.094 1.2 Pipe: 15 4.90 13.1 Disch 7.00 150 7.2 102 163.0 7.2 0.0 JO.750 E: 4.0 4.00 0.0 7 163.0 8.2 13.1 0.874 11.00 0.096 1.1 Pipe: 16 0.0 26.1 7 32.00 150 14.7 6 163.0 14.7 -12.1 103 JO.750 T: 3.0 3.00 0.0 8 163.0 18.6 14.1 0.874 35.00 0.109 3.8 Pipe: 17 0.0 0.0 11.00 150 18.6 8 163.0 18.6 0.0 JO.750 T: 3.0 3.00 0.0 9 163.0 18.6 0.0 0.874 14.00 0.000 0.0 Pipe: 18 0.0 0.0 39.00 150 18.6 9 163.0 18.6 0.0 JO.750 E: 4.0 7.00 0.0 10 163.0 18.6 0.0 0.874 T: 3.0 46.00 0.000 0.0 Pipe: 18A 0.0 0.0 39.00 150 18.6 9 163.0 18.6 0.0 JO.750 E: 4.0 4.00 0.0 10 163.0 18.6 0.0 0.874 43.00 0.000 0.0 Pipe: 19 0.0 0.0 3.00 150 18.6 10 163.0 18.6 0.0 JO.750 E: 4.0 4.00 0.0 104 163.0 18.6 0.0 0.874 7.00 0.000 0.0 Pipe: 20 0.0 0.0 40.00 150 18.6 8 163.0 18.6 14.1 6 JO.750 2E: 8.0 8.00 0.0 5 163.0 23.8 14.1 0.874 48.00 0.109 5.2 NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.050 gpm. Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019SERS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA Total pressure at each node is used in balancing the system. Maximum water velocity is 14.0 ft/sec at pipe 13. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 -------------------------------------------------------- F45E11 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: 540 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk -------------------------------------------------------- DPVlv NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Ell TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/20195ERS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 1(LOT 2)2HD) .SDF JOB TITLE: MAGNOLIA PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkViv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 2 (LOT1) 1657 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 250 sq. ft. (BREAKFAST NOOK) COVERAGE PER SPRINKLER: 16' X 161-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.5 gpm TOTAL WATER REQUIRED (including hose): 31.5 gpm FLOW AND PRESSURE (@ BOR): 26.5 gpm @ 28.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. E P4 tp 0 0 LI•) R EA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA—PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA 0 -. N 0 0 0 0 0 • • • • 0 0 0 0 0 0 • H H00 W V (\J 0 I .1z1U)0x P4U)-d-- a) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA 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) 1 80.0 70.0 500.0 79.9 31.5 53.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 53.7 31.5 2 150.0 - - - - 48.8 - - - 2A 150.0 - - - - 44.8 - - - D 150.0 - - - - 44.3 C 150.0 - - - - 38.8 - - - 3A 154.0 - - - - 34.2 - - - 3B 156.0 HOSE STREAM 30.4 5.0 3 158.0 - - - - 28.8 - - - 4 160.0 - - - - 27.5 - - - 4A 160.0 - - - - 22.0 - - - 5 163.0 - - - - 16.7 - - - 6 163.0 - - - - 15.7 - - - 7 163.0 - - - - 10.8 - - - 8 163.0 - - - - 8.0 - - - 9 163.0 - - - - 8.0 - - - 10 173.0 - - - - 11.4 - - - 11 173.0 - - - - 11.4 - - - 101 163.0 K= 4.90 7.0 13.0 102 163.0 K= 4.90 7.5 13.5 103 163.0 - - - - 10.8 - - - 104 173.0 - - - - 11.4 - - - 105 173.0 - - - - 11.4 - - - 106 173.0 - - - - 11.4 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA 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) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 12.00 150 48.8 2 150.0 48.8 31.5 2A K1.000 T: 6.0 7.00 0.0 1 150.0 53.7 31.5 0.995 G: 1.0 19.00 0.257 4.9 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 44.8 31.5 D 4.0 psi, 31.5 gpm 2 150.0 48.8 31.5 Pipe: 3 0.0 0.0 2.00 150 44.3 D 150.0 44.3 31.5 C L1.000 ---- 0.00 0.0 2A 150.0 44.8 31.5 1.025 2.00 0.223 0.4 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 38.8 31.5 3A 5.5 psi, 31.5 gpm D 150.0 44.3 31.5 Pipe: 5 0.0 0.0 100.00 150 34.2 3A 154.0 34.2 31.5 3B E1.610 3E:18.1 18.13 1.7 C 150.0 38.8 31.5 1.610 118.13 0.025 2.9 Pipe: 6 H.S. 5.0 Disch 3.00 150 30.4 3B 156.0 30.4 26.5 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 34.2 31.5 1.025 T: 7.0 13.00 0.223 2.9 Pipe: 7 0.0 0.0 2.00 150 28.8 3 158.0 28.8 26.5 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 30.4 26.5 1.101 7.00 0.114 0.8 Pipe: 8 0.0 0.0 2.00 120 27.5 4 160.0 27.5 26.5 4A A1.000 ---- 0.00 0.9 3 158.0 28.8 26.5 1.049 2.00 0.218 0.4 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 22.0 26.5 5 5.5 psi, 26.5 gpm 4 160.0 27.5 26.5 Pipe: 10 0.0 11.9 9 15.00 150 16.7 5 163.0 16.7 14.6 6 J1.000 3E:15.0 20.00 1.3 4A 160.0 22.0 26.5 1.101 T: 5.0 35.00 0.114 4.0 Pipe: 11 0.0 0.0 10 20.00 150 15.7 6 163.0 15.7 14.6 7 J1.000 T: 5.0 5.00 0.0 5 163.0 16.7 14.6 1.101 25.00 0.038 0.9 Pipe: 12 0.0 0.0 39.00 150 10.8 7 163.0 10.8 14.6 8 JO.750 T: 3.0 3.00 0.0 6 163.0 15.7 14.6 0.874 42.00 0.117 4.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA 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: 13 0.0 0.0 9.00 150 10.8 7 163.0 10.8 0.0 JO.750 E: 4.0 7.00 0.0 103 163.0 10.8 0.0 0.874 T: 3.0 16.00 0.000 0.0 Pipe: 14 0.0 1.1 9 21.00 150 8.0 8 163.0 8.0 13.5 102 J0.750 T: 3.0 3.00 0.0 7 163.0 10.8 14.6 0.874 24.00 0.117 2.8 Pipe: 15 4.90 13.5 Disch 0.50 150 7.5 102 163.0 7.5 0.0 JO.750 E: 4.0 4.00 0.0 8 163.0 8.0 13.5 0.874 4.50 0.101 0.5 Pipe: 16 0.0 13.0 101 11.00 150 8.0 9 163.0 8.0 -11.9 5 JO.750 T: 3.0 3.00 0.0 8 163.0 8.0 1.1 0.874 14.00 0.001 0.0 Pipe: 17 4.90 13.0 Disch 2.00 150 7.0 101 163.0 7.0 0.0 JO.750 2E: 8.0 8.00 0.0 9 163.0 8.0 13.0 0.874 10.00 0.094 0.9 Pipe: 18 0.0 13.0 101 90.00 150 8.0 9 163.0 8.0 -1.1 8 JO.750 4E:16.0 19.00 0.0 5 163.0 16.7 11.9 0.874 T: 3.0 109.00 0.080 8.7 Pipe: 19 0.0 0.0 11.00 150 11.4 10 173.0 11.4 0.0 JO.750 T: 3.0 3.00 4.3 6 163.0 15.7 0.0 0.874 14.00 0.000 0.0 Pipe: 20 0.0 0.0 25.00 150 11.4 11 173.0 11.4 0.0 JO.750 2E: 8.0 11.00 0.0 10 173.0 11.4 0.0 0.874 T: 3.0 36.00 0.000 0.0 Pipe: 21 0.0 0.0 5.00 150 11.4 11 173.0 11.4 0.0 JO.750 E: 4.0 4.00 0.0 106 173.0 11.4 0.0 0.874 9.00 0.000 0.0 Pipe: 22 0.0 0.0 11.00 150 11.4 11 173.0 11.4 0.0 JO.750 T: 3.0 3.00 0.0 104 173.0 11.4 0.0 0.874 14.00 0.000 0.0 Pipe: 23 0.0 0.0 14.00 150 11.4 104 173.0 11.4 0.0 JO.750 2E: 8.0 11.00 0.0 105 173.0 11.4 0.0 0.874 T: 3.0 25.00 0.000 0.0 Pipe: 24 0.0 0.0 18.00 150 11.4 105 173.0 11.4 0.0 JO.750 ---- 0.00 0.0 10 173.0 11.4 0.0 0.874 18.00 0.000 0.0 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.021 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.0 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 -------------------------------------------------------- F4 5E1 1 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A 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 NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/2019RS\JOEP\DESKTOp\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDA) .SDF JOB TITLE: MAGNOLIA PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Ell Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 2 (LOT1) 1657 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 184 sq. ft. (LOFT) COVERAGE PER SPRINKLER: 16' X 16'-256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.2 gpm TOTAL WATER REQUIRED (including hose): 31.2 gpm FLOW AND PRESSURE (@ BOR): 26.2 gpm @ 33.0 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 0 114 -d U) 04 0 C 0 I- a) 0 0 (0 U) a) 4J ,c: r1 4J U)4) -I-) 0 U) •r1 a)4J E-4C.) ow p 10 q-1 E U) ni a) a) .-I41 (j U) a) ,U) a)0 -lJ.c: (1 00 04 -i (D -I-) (I) a) .Q Wa) l) -1 ( (1 0 co U) U) U) a) a) 04 a) a) -'-I cn 04 0 11-i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA li-I N 0• 0 0 0 • • 0 0 0 0 0 • C'.J 0 I -04U)-d-- a) iJ 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOp\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA 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) 1 80.0 70.0 500.0 79.9 31.2 57.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 57.7 31.2 2 150.0 - - - - 52.9 2A 150.0 - - - - 48.9 - - - D 150.0 - - - - 48.5 - - - C 150.0 - - - - 43.0 - - - 3A 154.0 - - - - 38.4 3B 156.0 HOSE STREAM 34.7 5.0 3 158.0 - - - - 33.0 - - - 4 160.0 - - - - 31.7 - - - 4A 160.0 - - - - 26.2 - - - 5 163.0 - - - - 21.0 - - - 6 163.0 - - - - 19.0 - - - 7 163.0 - - - - 19.4 - - - 8 163.0 - - - - 19.7 - - - 9 163.0 - - - - 19.8 - - - 10 173.0 - - - - 9.8 - - - 11 173.0 - - - - 7.8 - - - 101 163.0 - - - - 19.8 - - - 102 163.0 - - - - 19.7 - - - 103 163.0 - - - - 19.4 - - - 104 173.0 K= 4.90 7.0 13.0 105 173.0 K= 4.90 7.2 13.2 106 173.0 - - - - 7.8 - - - 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA 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) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 1 0.0 0.0 12.00 150 52.9 2 150.0 52.9 31.2 2A K1.000 T: 6.0 7.00 0.0 1 150.0 57.7 31.2 0.995 G: 1.0 19.00 0.253 4.8 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 48.9 31.2 D 4.0 psi, 31.2 gpm 2 150.0 52.9 31.2 Pipe: 3 0.0 0.0 2.00 150 48.5 D 150.0 48.5 31.2 C L1.000 ---- 0.00 0.0 2A 150.0 48.9 31.2 1.025 2.00 0.219 0.4 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 43.0 31.2 3A 5.5 psi, 31.2 gpm D 150.0 48.5 31.2 Pipe: 5 0.0 0.0 100.00 150 38.4 3A 154.0 38.4 31.2 3B E1.610 3E:18.1 18.13 1.7 C 150.0 43.0 31.2 1.610 118.13 0.024 2.9 Pipe: 6 H.S. 5.0 Disch 3.00 150 34.7 3B 156.0 34.7 26.2 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 38.4 31.2 1.025 T: 7.0 13.00 0.219 2.8 Pipe: 7 0.0 0.0 2.00 150 33.0 3 158.0 33.0 26.2 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 34.7 26.2 1.101 7.00 0.112 0.8 Pipe: 8 0.0 0.0 2.00 120 31.7 4 160.0 31.7 26.2 4A A1.000 ---- 0.00 0.9 3 158.0 33.0 26.2 1.049 2.00 0.214 0.4 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 26.2 26.2 5 5.5 psi, 26.2 gpm 4 160.0 31.7 26.2 Pipe: 10 0.0 4.0 9 15.00 150 21.0 5 163.0 21.0 22.1 6 J1.000 3E:15.0 20.00 1.3 4A 160.0 26.2 26.2 1.101 T: 5.0 35.00 0.112 3.9 Pipe: 11 0.0 26.2 10 20.00 150 19.0 6 163.0 19.0 -4.0 7 J1.000 T: 5.0 5.00 0.0 5 163.0 21.0 22.1 1.101 25.00 0.082 2.1 Pipe: 12 0.0 26.2 10 39.00 150 19.0 6 163.0 19.0 -22.1 5 JO.750 T: 3.0 3.00 0.0 7 163.0 19.4 4.0 0.874 42.00 0.011 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA 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) Notes Frin Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 13 0.0 0.0 9.00 150 19.4 7 163.0 19.4 0.0 JO.750 E: 4.0 7.00 0.0 103 163.0 19.4 0.0 0.874 T: 3.0 16.00 0.000 0.0 Pipe: 14 0.0 0.0 21.00 150 19.4 7 163.0 19.4 4.0 6 JO.750 T: 3.0 3.00 0.0 8 163.0 19.7 4.0 0.874 24.00 0.011 0.3 Pipe: 15 0.0 0.0 0.50 150 19.7 8 163.0 19.7 0.0 JO.750 E: 4.0 4.00 0.0 102 163.0 19.7 0.0 0.874 4.50 0.000 0.0 Pipe: 16 0.0 0.0 11.00 150 19.7 8 163.0 19.7 4.0 7 JO.750 T: 3.0 3.00 0.0 9 163.0 19.8 4.0 0.874 14.00 0.011 0.2 Pipe: 17 0.0 0.0 2.00 150 19.8 9 163.0 19.8 0.0 JO.750 2E: 8.0 8.00 0.0 101 163.0 19.8 0.0 0.874 10.00 0.000 0.0 Pipe: 18 0.0 0.0 90.00 150 19.8 9 163.0 19.8 4.0 8 J0.750 4E:16.0 19.00 0.0 5 163.0 21.0 4.0 0.874 T: 3.0 109.00 0.011 1.2 Pipe: 19 0.0 16.4 105 11.00 150 9.8 10 173.0 9.8 9.8 11 JO.750 T: 3.0 3.00 4.3 6 163.0 19.0 26.2 0.874 14.00 0.344 4.8 Pipe: 20 0.0 0.0 25.00 150 7.8 11 173.0 7.8 9.8 104 JO.750 2E: 8.0 11.00 0.0 10 173.0 9.8 9.8 0.874 T: 3.0 36.00 0.056 2.0 Pipe: 21 0.0 0.0 5.00 150 7.8 11 173.0 7.8 0.0 JO.750 E: 4.0 4.00 0.0 106 173.0 7.8 0.0 0.874 9.00 0.000 0.0 Pipe: 22 4.90 13.0 Disch 11.00 150 7.0 104 173.0 7.0 -3.2 105 JO.750 T: 3.0 3.00 0.0 11 173.0 7.8 9.8 0.874 14.00 0.056 0.8 Pipe: 23 4.90 13.0 Disch 14.00 150 7.0 104 173.0 7.0 -9.8 11 JO.750 2E: 8.0 11.00 0.0 105 173.0 7.2 3.2 0.874 T: 3.0 25.00 0.007 0.2 Pipe: 24 4.90 13.2 Disch 18.00 150 7.2 105 173.0 7.2 3.2 104 JO.750 ---- 0.00 0.0 10 173.0 9.8 16.4 0.874 18.00 0.145 2.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.026 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 14.0 ft/sec at pipe 19. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 ChkViv BfyViv GatVlv AlmChk DPViv NPTee -------------------------------------------------------- F4 5E1 1 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A 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 NTee F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 I . I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (2HDB) .SDF JOB TITLE: MAGNOLIA PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 2 (LOT1) 1657 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 226 sq. ft. (MASTER BED) COVERAGE PER SPRINKLER: 20' X 20'-400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 21.0 gpm @ 36.1 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY MASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 0 -1 114 -d U) P4 0 0 0 N U) U) 04 Cf0 00 z I-J P4 P4 J :DU) Cf 111 icZ 04 0 114 r1C\j U) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA 0 N 0 0 0 0 0 • • • • 0 0 0 0 0 0 • r4 0 I —P4U)-d-- U) C-) $-i 0 U) U) U) 4-) J.' .—I .IJ a) (1 4) 0 U) r1 U)4) Ei C-) o U) 44 U) (j U) U) cj U) U) ,U) U) 0 4J,c (j 00 P4 ro 10 -i U) iJ U) f'j U) -Q U) U) iJ 4 0 d U) .U) co U) co U) U) P4 U) U) -'-I .C/) U) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA 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) 1 80.0 70.0 500.0 80.0 26.0 56.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 56.5 26.0 2 150.0 - - - - 53.0 - - - 2A 150.0 - - - - 50.0 D 150.0 - - - - 49.7 - - - C 150.0 - - - - 44.2 - - - 3A 154.0 - - - - 40.4 3B 156.0 HOSE STREAM 37.5 5.0 3 158.0 - - - - 36.1 - - - 4 160.0 - - - - 35.0 - - - 4A 160.0 - - - - 31.0 - - - 5 163.0 - - - - 27.1 - - - 6 163.0 - - - - 26.3 - - - 7 163.0 - - - - 22.0 8 163.0 - - - - 22.9 - - - 9 163.0 - - - - 23.3 - - - 10 173.0 - - - - 21.9 - - - 11 173.0 - - - - 21.9 - - - 101 163.0 - - - - 23.3 - - - 102 163.0 - - - - 22.9 - - - 103 163.0 K= 4.90 18.4 21.0 104 173.0 - - - - 21.9 - - - 105 173.0 - - - - 21.9 - - - 106 173.0 - - - - 21.9 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019RS\JOEP\DESKTOp\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA 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) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 0.0 0.0 12.00 150 53.0 2 150.0 53.0 26.0 2A K1.000 T: 6.0 7.00 0.0 1 150.0 56.5 26.0 0.995 G: 1.0 19.00 0.181 3.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 50.0 26.0 D 3.0 psi, 26.0 gpm 2 150.0 53.0 26.0 Pipe: 3 0.0 0.0 2.00 150 49.7 D 150.0 49.7 26.0 C L1.000 ---- 0.00 0.0 2A 150.0 50.0 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 44.2 26.0 3A 5.5 psi, 26.0 gpm D 150.0 49.7 26.0 Pipe: 5 0.0 0.0 100.00 150 40.4 3A 154.0 40.4 26.0 3B E1.610 3E:18.1 18.13 1.7 C 150.0 44.2 26.0 1.610 118.13 0.017 2.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 37.5 3B 156.0 37.5 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 40.4 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 36.1 3 158.0 36.1 21.0 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 37.5 21.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 35.0 4 160.0 35.0 21.0 4A A1.000 ---- 0.00 0.9 3 158.0 36.1 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 31.0 21.0 5 4.0 psi, 21.0 gpm 4 160.0 35.0 21.0 Pipe: 10 0.0 7.5 9 15.00 150 27.1 5 163.0 27.1 13.5 6 J1.000 3E:15.0 20.00 1.3 4A 160.0 31.0 21.0 1.101 T: 5.0 35.00 0.074 2.6 Pipe: 11 0.0 0.0 10 20.00 150 26.3 6 163.0 26.3 13.5 7 J1.000 T: 5.0 5.00 0.0 5 163.0 27.1 13.5 1.101 25.00 0.033 0.8 Pipe: 12 0.0 21.0 103 39.00 150 22.0 7 163.0 22.0 -7.5 8 JO.750 T: 3.0 3.00 0.0 6 163.0 26.3 13.5 0.874 42.00 0.101 4.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA 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) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf!ft. (Pf) Pipe: 13 4.90 21.0 Disch 9.00 150 18.4 103 163.0 18.4 0.0 JO.750 E: 4.0 7.00 0.0 7 163.0 22.0 21.0 0.874 T: 3.0 16.00 0.229 3.7 Pipe: 14 0.0 21.0 103 21.00 150 22.0 7 163.0 22.0 -13.5 6 JO.750 T: 3.0 3.00 0.0 8 163.0 22.9 7.5 0.874 24.00 0.034 0.8 Pipe: 15 0.0 0.0 0.50 150 22.9 8 163.0 22.9 0.0 J0.750 E: 4.0 4.00 0.0 102 163.0 22.9 0.0 0.874 4.50 0.000 0.0 Pipe: 16 0.0 0.0 11.00 150 22.9 8 163.0 22.9 7.5 7 J0.750 T: 3.0 3.00 0.0 9 163.0 23.3 7.5 0.874 14.00 0.034 0.5 Pipe: 17 0.0 0.0 2.00 150 23.3 9 163.0 23.3 0.0 JO.750 2E: 8.0 8.00 0.0 101 163.0 23.3 0.0 0.874 10.00 0.000 0.0 Pipe: 18 0.0 0.0 90.00 150 23.3 9 163.0 23.3 7.5 8 JO.750 4E:16.0 19.00 0.0 5 163.0 27.1 7.5 0.874 T: 3.0 109.00 0.034 3.7 Pipe: 19 0.0 0.0 11.00 150 21.9 10 173.0 21.9 0.0 J0.750 T: 3.0 3.00 4.3 6 163.0 26.3 0.0 0.874 14.00 0.000 0.0 Pipe: 20 0.0 0.0 25.00 150 21.9 10 173.0 21.9 0.0 J0.750 2E: 8.0 11.00 0.0 11 173.0 21.9 0.0 0.874 T: 3.0 36.00 0.000 0.0 Pipe: 21 0.0 0.0 5.00 150 21.9 11 173.0 21.9 0.0 JO.750 E: 4.0 4.00 0.0 106 173.0 21.9 0.0 0.874 9.00 0.000 0.0 Pipe: 22 0.0 0.0 11.00 150 21.9 11 173.0 21.9 0.0 JO.750 T: 3.0 3.00 0.0 104 173.0 21.9 0.0 0.874 14.00 0.000 0.0 Pipe: 23 0.0 0.0 14.00 150 21.9 104 173.0 21.9 0.0 JO.750 2E: 8.0 11.00 0.0 105 173.0 21.9 0.0 0.874 T: 3.0 25.00 0.000 0.0 Pipe: 24 0.0 0.0 18.00 150 21.9 105 173.0 21.9 0.0 JO.750 ---- 0.00 0.0 10 173.0 21.9 0.0 0.874 18.00 0.000 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA NOTES (HASS): Calculations were performed by the BASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by ERS 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 0.007 gpm and a maximum imbalance at any node of 0.150 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 13. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 -------------------------------------------------------- F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngE1l ChkVlv BfyVlv GatVlv AlmChk DPVlv NTee -------------------------------------------------------- F4 5El 1 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/2019RS\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDA) .SDF JOB TITLE: MAGNOLIA PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatViv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Ell TeeRun Kouplg ChkVlv GatVlv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE SUITE 101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR MAGNOLIA-PLAN 2 (LOT1) 1657 BRADY CIRCLE CARLSBAD, CA 92008 FILE NUMBER: C7558 DATE: NOVEMBER 6, 2019 -DESIGN DATA- OCCUPANCY CLASSIFICATION: RESIDENTIAL/LIGHT DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 31 sq. ft. (BATH) COVERAGE PER SPRINKLER: 20' X 20'-400 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 21.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (8 BOR): 21.0 gpm @ 41.2 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: INNOVATIVE FIRE PROTECTION, INC. DESIGN/LAYOUT BY: JOE PLASSMEYER AUTHORITY HAVING JURISDICTION: CARLSBAD FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: C-16 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # &CLICE& HRS SYSTEMS, INC. 0 -1 -1 (I) P4 0 0 0 N (D 1-) 0 z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDB) .SDF JOB TITLE: MAGNOLIA 0 W4 N 0 0 0 0 0 • • • • • 0 0 0 0 0 0 • r1 i-I 00 ko N 0 I U,U)x) p4U)-4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDB) .SDF JOB TITLE: MAGNOLIA NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. 1 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 80.0 70.0 500.0 80.0 26.0 61.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 150.0 SOURCE 61.6 26.0 2 150.0 - - - - 58.1 - - - 2A 150.0 - - - - 55.1 - - - D 150.0 - - - - 54.8 C 150.0 - - - - 49.3 - - - 3A 154.0 - - - - 45.5 3B 156.0 HOSE STREAM 42.6 5.0 3 158.0 - - - - 41.2 - - - 4 160.0 - - - - 40.1 - - - 4A 160.0 - - - - 36.1 - - - 5 163.0 - - - - 32.2 - - - 6 163.0 - - - - 30.8 - - - 7 163.0 - - - - 31.1 - - - 8 163.0 - - - - 31.3 - - - 9 163.0 - - - - 31.4 - - - 10 173.0 - - - - 23.3 - - - 11 173.0 - - - - 20.4 - - - 101 163.0 - - - - 31.4 - - - 102 163.0 - - - - 31.3 103 163.0 - - - - 31.1 - - - 104 173.0 - - - - 21.1 - - - 105 173.0 - - - - 22.4 - - - 106 173.0 K= 4.90 18.4 21.0 900 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDB) .SDF JOB TITLE: MAGNOLIA 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 12.00 150 58.1 2 150.0 58.1 26.0 2A K1.000 T: 6.0 7.00 0.0 1 150.0 61.6 26.0 0.995 G: 1.0 19.00 0.181 3.4 Pipe: 2 0.0 Fixed Pressure Loss Device 2A 150.0 55.1 26.0 D 3.0 psi, 26.0 gpm 2 150.0 58.1 26.0 Pipe: 3 0.0 0.0 2.00 150 54.8 D 150.0 54.8 26.0. C L1.000 ---- 0.00 0.0 2A 150.0 55.1 26.0 1.025 2.00 0.157 0.3 Pipe: 4 0.0 Fixed Pressure Loss Device C 150.0 49.3 26.0 3A 5.5 psi, 26.0 gpm D 150.0 54.8 26.0 Pipe: 5 0.0 0.0 100.00 150 45.5 3A 154.0 45.5 26.0 3B E1.610 3E:18.1 18.13 1.7 C 150.0 49.3 26.0 1.610 118.13 0.017 2.1 Pipe: 6 H.S. 5.0 Disch 3.00 150 42.6 3B 156.0 42.6 21.0 3 L1.000 E: 3.0 10.00 0.9 3A 154.0 45.5 26.0 1.025 T: 7.0 13.00 0.157 2.0 Pipe: 7 0.0 0.0 2.00 150 41.2 3 158.0 41.2 21.0 4 J1.000 E: 5.0 5.00 0.9 3B 156.0 42.6 21.0 1.101 7.00 0.074 0.5 Pipe: 8 0.0 0.0 2.00 120 40.1 4 160.0 40.1 21.0 4A A1.000 ---- 0.00 0.9 3 158.0 41.2 21.0 1.049 2.00 0.142 0.3 Pipe: 9 0.0 Fixed Pressure Loss Device 4A 160.0 36.1 21.0 5 4.0 psi, 21.0 gpm 4 160.0 40.1 21.0 Pipe: 10 0.0 3.2 9 15.00 150 32.2 5 163.0 32.2 17.8 6 J1.000 3E:15.0 20.00 1.3 4A 160.0 36.1 21.0 1.101 T: 5.0 35.00 0.074 2.6 Pipe: 11 0.0 21.0 10 20.00 150 30.8 6 163.0 30.8 -3.2 7 J1.000 T: 5.0 5.00 0.0 5 163.0 32.2 17.8 1.101 25.00 0.055 1.4 Pipe: 12 0.0 21.0 10 39.00 150 30.8 6 163.0 30.8 -17.8 5 JO.750 T: 3.0 3.00 0.0 7 163.0 31.1 3.2 0.874 42.00 0.007 0.3 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDB) .SDF JOB TITLE: MAGNOLIA 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: 13 0.0 0.0 9.00 150 31.1 7 163.0 31.1 0.0 JO.750 E: 4.0 7.00 0.0 103 163.0 31.1 0.0 0.874 T: 3.0 16.00 0.000 0.0 Pipe: 14 0.0 0.0 21.00 150 31.1 7 163.0 31.1 3.2 6 JO.750 T: 3.0 3.00 0.0 8 163.0 31.3 3.2 0.874 24.00 0.007 0.2 Pipe: 15 0.0 0.0 0.50 150 31.3 8 163.0 31.3 0.0 JO.750 E: 4.0 4.00 0.0 102 163.0 31.3 0.0 0.874 4.50 0.000 0.0 Pipe: 16 0.0 0.0 11.00 150 31.3 8 163.0 31.3 3.2 7 JO.750 T: 3.0 3.00 0.0 9 163.0 31.4 3.2 0.874 14.00 0.007 0.1 Pipe: 17 0.0 0.0 2.00 150 31.4 9 163.0 31.4 0.0 JO.750 2E: 8.0 8.00 0.0 101 163.0 31.4 0.0 0.874 10.00 0.000 0.0 Pipe: 18 0.0 0.0 90.00 150 31.4 9 163.0 31.4 3.2 8 JO.750 4E:16.0 19.00 0.0 5 163.0 32.2 3.2 0.874 T: 3.0 109.00 0.007 0.8 Pipe: 19 0.0 9.2 105 11.00 150 23.3 10 173.0 23.3 11.8 11 JO.750 T: 3.0 3.00 4.3 6 163.0 30.8 21.0 0.874 14.00 0.229 3.2 Pipe: 20 0.0 21.0 106 25.00 150 20.4 11 173.0 20.4 -9.2 106 JO.750 2E: 8.0 11.00 0.0 10 173.0 23.3 11.8 0.874 T: 3.0 36.00 0.079 2.8 Pipe: 21 4.90 21.0 Disch 5.00 150 18.4 106 173.0 18.4 0.0 J0.750 E: 4.0 4.00 0.0 11 173.0 20.4 21.0 0.874 9.00 0.229 2.1 Pipe: 22 0.0 21.0 106 11.00 150 20.4 11 173.0 20.4 -11.8 106 JO.750 T: 3.0 3.00 0.0 104 173.0 21.1 9.2 0.874 14.00 0.050 0.7 Pipe: 23 0.0 0.0 14.00 150 21.1 104 173.0 21.1 9.2 11 J0.750 2E: 8.0 11.00 0.0 105 173.0 22.4 9.2 0.874 T: 3.0 25.00 0.050 1.2 Pipe: 24 0.0 0.0 18.00 150 22.4 105 173.0 22.4 9.2 104 JO.750 ---- 0.00 0.0 10 173.0 23.3 9.2 0.874 18.00 0.050 0.9 Notes SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/5/2019R5\JOEP\DESKTOP\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (1HDB) .SDF JOB TITLE: MAGNOLIA NOTES (HASS): Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.008 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.2 ft/sec at pipe 19. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE HASS 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 -------------------------------------------------------- F45Ell 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 PAGE: A 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 NTee -------------------------------------------------------- F45Ell 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.00 . I I • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/5/2019RS\JOEP\DESKTOp\HASS DATA\MAGNOLIA-PLAN 2(LOT 1) (111DB) .SDF JOB TITLE: MAGNOLIA PAGE: J MATERIAL: CPVC Tyco/NFPA HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Eli Tee RunT Kplg ChkVlv Gate 0.874 1.00 4.00 3.00 1.00 1.00 5.00 0.40 1.101 1.00 5.00 5.00 1.00 1.00 8.00 0.40 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatVlv NPTee 0.995 2.00 6.00 1.00 2.00 0.00 6.00 0.00 6.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R K C G N Eli Tee 45-Eli TeeRun Koupig ChkVlv GatViv NPTee 1.025 3.00 7.00 1.00 2.00 0.00 7.00 0.00 7.00 B__________ A 4 G SPECIFICATION SUBMITTAL SHEET FEATURES Sizes: U3I4 U 1" U 1-1/4" U 1-1/2" U 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI BI.20.1 OPTIONS (Suffixes can be combined) U - with full port QT ball valves (standard) U L - less ball valves U U - with union ball valves U S - with bronze "Y" type strainer U TCU - with test cocks "vertical" up U V - with union swivel elbows (3/4" & 1") U OSY - with OS & Y gate valves U FDC - with fire hydrant connection (2" only) U FT - with integral male 450 flare SAE test fitting APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE (All sizes approved horizontal. Vertical approvals as listed below.) ASSES Listed 1015 (vertical 3/4", 1 1/4", 1 1/2" & 2") IAPMO® Listed (vertical I 1/4"-2") CSA® Listed (vertical 3/4", 1 1/4", 1 1/2" & 2") AWWA Compliant C510 (vertical 3/4") UL® Classified (less shut-off valves only) C-UL® Classified (less shut-off valves only) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (vertical 3/4") City of Los Angeles Approved (vertical 1-1/4"-2") NYC MEA426-89-M VOL 3 MATERIALS Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Internals Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NoryI, NSF Listed Springs Stainless steel, 300 series ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U QT-SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) DIMENSIONS (approximate) WEIGHT MODEL A UNION LESS WITH SIZE A BALL LE BALL c D E F G BALL BALL VALVES. VALVES VALVES VALVES in. mm in. mm in. mm in. I mm in. I mm in. I mm in. mm in. I mm in. Imm lbs I kg lbs. I kg 3/4 20 111/42861 121/2 318 7 178 11/2 38 3 76 31/2 89 3 1 76 15 1381 5 12.3 7 13.2 1 25 121/4 311 137/8 353 7 178 11/2 38 3 76131/2 89 3 76 173/4 451 8 3.6 12 5.4 11/4 32 151/2419 181/2 470 109/16 268 2 51 31/289 41/2 114 2 114 21 1/2 546 16 7.3 22 10 11/2 40 171/8435 191/8 486 109/16 268 2 51 31/2 89 41/2 114 2 114 t41/2 223/4 578 16 7.3 22 10 2 50 18 1/4460 20 508 109/16 268 2 51 31/2 89 41/2 114 114 251/8 638 16 7.3 28 12.7 f k .!P U iIIII1i 7/12 Page 1 of 2 WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805-238-7100 Fax:805-238-5766 In Canada: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1 L2 Phone:905-405-8272 Fax:905-405-1292 Product Support Help Line: 877-BACKFLOW (877-222-5356) • Website: http://www.zurn.com 1.26 FLOW CHARACTERISTICS MODEL 950XL 3/4", 1", 1114", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (us) 2.52 3.8 5.0 15 3.2 6.3 9.5 nm) 1' (2mm) ________ 1 1/4" (32rm)1 1/2" 10 i i 20 40 60 80 12.6 15.8 . , 103 69 ° (50mm) 8 w 35 cx (I) U) w cx 250 °- I.. " 50 100 150 200 FLOW RATES (GPM) GRated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latestedition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thruSchedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2 5 1 7 9 14 3/4" 8 12 17 25 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 52 78 105 167 PROTECTIVE ENCLOSURE 12" MIN. 30" MAX. 12" MIN 30" MAX DIRECTION OF FLOW OUTDOOR INSTALLATION I•••.•''•' , •'.: :.... ::.. DIRECTION OF FLOW INDOOR INSTALLATION SPECIFICATIONS The Double Check Valve Backflow Preventer shall be ASSES Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat rings and all internal polymers shall be NSF® Listed NorylTm and the seat disc elastomers shall be silicone. The first and second checks shall be acces- sible for maintenance without removing the device from the line. The Double Check Valve Backflow Preventer shall be a WILKINS Model 950XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Rabies, CA 93446 Phone:805-238-7100 Fax:805-238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905-405-8272 Fax:905-405-1292 Product Support Help Line: 877-BACKFLOW (877-222-5356) • Website: http:/Iwww.zum.com Page 2 of 2 Table I O.1.41a) l'rcstire'1..ki.;."~-.'; i;t 1)':ilill Meter Size _. .. -. ; flkt (u? 3!t (I4$ I)7) inn ;. . (2. .iii) . U. 4 1•'. .t. . '"Ohm". . I I400innil j 2 (50 itirit) lil 07 h;iri iii; I:1.s 'uiii;. 1 ii(}i :4't .. lj&It tilil 10.2 :ifl'L ikin 1urs titi ti. h ;fl., piping (? 1it. t:tttt piit..siti I.! tl: trc.; II) hilI I li., 'iii CC! .. I It Prtssu.c lost For :l sitit it..'ii.:i. il :iii.. :. C!,e. lfl!I1rtC! and .!t: ;1;!q (a) I.I)I W. .t 'It:ii tit 'i:. ;titt:ti : I. iii,: s.):ulLi:l iii(t(i' ,•,.(j (•.:itt;ii.i .ii (h.•. (Ii II itit: ()t$,il i•.. h .., . ii hilt:: c(i:tlI l'r use,.1 ill p!:ure .1 t'..'s.e ti);:i ihud hilulc .i4.tl (c) I.ti.t t':s..liu :.Iudi i,. (t(IlllltliI ti i!iiti. .'iit)t,.ulhutt t:,I;. :u ui ;.u.c.sct.çI t, ! 111C tui:tt:id.uu. Ii tic. l'ri:ssujuL I. fin- (I i; I g I gIii ti'... In.,.'. aure (I.t.t I... (t.ji I' ic_si.... I,c'. it it the iii' intit ill lie ii:u1 l)t !u(il;u:t.l i Ii. itttdi:t tilt ¼'. oF ,h)t: ni iLl I,:.;.: (7) Prussure loss .n fliit!l' tui!litl (hr :llIijtt,u (l(.lt:rtctl i:ttilhl;...!l...i 14,' )tsttlt •'' ictI lj' jtu(i.' 'till tI In Ii. lnl:il I•'tt (huiurhilsi iclhc'.'us: at thirst sp:'..41i.'t !ia!l hr (hi '('lie tu".t''t h.'.t!t i.. rault s:tht:uiid fil:irig as ilttt'.s't.t:t 1:1.1. l);i,i.luI.I,' 1.c.I' ii; . Ill!, ill I,tI)lc 10.4.1e) shall he ciettrrnjneci And i t:tlt's t., ihltcill IIt(: tu.tttl eitt.sIc.ti ctti'!I tIi()(' 'I/I.. (hi c•uhlii.tieit !ci.th ('tar encli is Ii;tlI hr c-.iu,hil- it'. I hic• t,i(:s'htI'• 11'555 associated s.'it!i ihe tn the. '. ltn'i Lnt.,hIc(.I. In itutiiti&'.'tI lIlt dillgs. lit.: steps in 10.44(1) I Ii . tcll('.ilt'(t 'n ,slz: pipn l.ut' ':.cit Ihi>oi. U ic' .'t,'.n;hiu uu'tt 1)rc'isute is Icm titan Lilt. opeltutulug pt-c. ~twr t:tiIe.l..'u I liv ilte uu.Lfingn I IntIvIv For It.ttprin (U; it:tuiefl 0 quiskV ,.itcuii i1ttiU I). ii 'a! lt 14- II H tht.II't141IIIIflI }(:s..utle is huiltei tlta., 'quuue S!l.tc. tlij)h't' di;! i.1.e:.tiii LNI it be. 05.0 tsI'.i:i',' uisl .tlt.t il:ii I. Tilt. rciit:tining ptpi;.., sliall h.' sized Or s.inn: .is 01 ijymj liii tutil inclittlirig tlti' f':ii'Lhesh sprinkler iiide: s.u;.illu'u .q ;id he c:tlu:i;i:itiou;s. 10A..5 T.' sit.' piping !',;1- :ite iii'. ts:tli in IL'u;.IC(! tuith; punti In- p. tm;t -;:ii it .n:hi. .,ito:i . h. pietiSt:.: :ii tin' .sat.'. Stipp, (uLlilui sli;tii u lIt 'il:t'.ltul'lu:(.I ttitcl l',r SIcn ill I 'H. (. P). (7 tt".,*.".;i. tI').;.;tii tIlt Ii).'I.(i Mmlic u,.liiI:I;.ti.:,;i 'es in :ir'u.uil:iutrr '.'i I : ('c: ti..! for .'tit;p slchul'. f!.4 7 I c!i:tt.!i .:;tlu. tlt i,;, .;'t..:.:cItnt. in :•n,u):c.!.ctI. '.' I,,su''I ft it,uc()(.i'ipI.' vi. it: !'.:5. 1 0 -.1 Fl-tft ,i,:U. ..tlz',tl;u:t' itt pi'.cecl.lt' ill ;ict:n.1;uttce n In s'.s;iiis icinnrcic'(I Iii tUtu. tV:; 'it s'. ii:. .; it. .........1411.1 in ,Ii.nnutcr. I 0.Li I.'u:suiiptiuu:: Pillic Sizing Method. Pipe sh:cll br Sized; rlu r.ituuult tl iii': .il.uiiat ute (ii. illul'.' to ()I(SCI IlliOCin ii,," tutu l4;.;t.'I idu'..j,I.uhit i.ipuutg itua;rt'ial. cIi:Il1I'1c I. aliCi .tsii.euft.c. tuad,,t in 114a .u;:l aw ut occdtir'' it. P1.41 2 'l'ah!c 10.4.4(h) I'1tciu;iIeiii I.ittiIt in .' of Filling.,; and Valves br Sch.,iIi.Ir 40 SceI I'ipc (u.i.,, .1:,.,,, (h.hcr ''i" Mainvier l. Delgrvu 99 Ilii'iiu' I iu,s, I ... .... .ci ..Ir;,,'I,I t't,il.ruc ( tO i ii'. [ . ii Ail, MA L Alm (Ii. L I 02' ,, .0 L'. h-i.!' mm — W; I: . . . . .:. .1..: :.. ts a:. u •,:.:l.a:u, . tOiucttu I i 0 I'. . I I i 0 fF10 intuit I.ij hit ., . :. .. :; .:u .......... . .fl .: t'•'. in: lilt 7 I'Ll iii 'I Iii:' SI intits. n . 25u'.i;. z018 I Item Description 1 Manifold Body, Male Thread x Male Thread 2 Inline Check Valve, Spring Loaded 3 Flow Switch with Retard 4 Drain Valve, with optional pressure relief valve 5 Pressure Gauge, 0-300 psi OZ2D National Fire Products, LLC R ESI - RISERTM The RESI-RISERTM is a pre-assembled, compact, attractive fire sprinkler riser unit for residential sprinkler systems in accordance with NFPA 13, 13R and 13D. The RESl-RISERTM manifold is manufactured as a one- piece casting that is air-tested for leaks. Raised lettering on both sides allows the RESI-RISERTM to be installed to the right or left and easily identifies the flow direction and Test and Drain outlet. Two mounting legs are molded onto the manifold allowing for a secure right or left anchoring. The flow switch has dual SPDT switches and a retard of 0-90 seconds. An optional "all in one" cost saving combination Pressure Relief Valve/Test and Drain Valve is available. The RESI-RISERTM unique design gives the ability to be installed within standard 2 x 4 frame construction. Every size RESI-RISERTM fits within a 2 x 4 wall framed at 16 inches on center. Technical Data Sizes: 1", 1W', 1W', and 2" Style: Thread x Thread Listing: Flow Switch and Pressure Gauge are UL Listed Finish (Riser Body): Cast Brass Water Pressure Gauge: 0-300 psi Optional Accessories: 175 psi Pressure Relief Valve/Test and Drain US Patent # 6,076,545 RESI-RISERTM Size Chart Description 1" 1W' 1W' 2" Height* 13" 13" 13" 13" Width** 10-3/4" 11-1/2" 12" 12-1/2- Depth 3-1/2" 3-1/2" 3-1/2" 3-1/2" Drain Size 1/2" 1" 1" 1" uimensions include all spacing needed to operate drain valve and remove flow switch cover * Without check valve ** With or without pressure relief valve © National Fire Products, LLC (800) 528.7978 S a - Pressure Loss Tables Pressure Loss in 1" Res!-Riser 12 Pressure Relief/Test and Drain How it Works Normal Position — Static Pressure 0 10 15 20 25 30 35 40 Flow (gpm) Pressure Loss in 1-1/4" Resi-Riser OMMMMMONNNO Relieving Pressure Exceeding 175 psi Pressure Loss in 1-1/2" Resi-Riser 10 Manual Open - Drain or Flow Switch Test 0 0 10 15 20 25 30 35 40 45 50 55 60 Flow (gpm) 0 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 Flow (gpm) Pressure Loss in 2" Resi-Riser Locked Closed for Hydrostatic Test 6 0 15 25 35 45 55 65 75 85 95 Flow (gpm) © National Fire Products, LLC (800) 528-7978 pSLo19 - 07-20 i or SENJU SPRINKLER CO.,LTD. Residential Lead Free Flat Concealed Sprinkler. Pendent, Model: RC-RES, K-Factor: 4.9, SIN: SS8464 - GENERAL DESCRIPTION The Model RC-RES Residential Flat Concealed Sprinklers are automatic sprinklers of the compressed fusible solder type. These are decorative and fast response. The Cover Plate Assembly hides the Deflector, Heat Responsive Element etc., which is in turn concealed above the ceiling. The cover plate has a flat profile, and its diameter is extremely small (2-5/8 inch, 68mm). The push-on and/or thread-on, thread-off design of the concealed cover plate assembly allows easy installation of the cover plate. Therefore, the Model RC-RES should be your first choice when aesthetics is the major consideration for ultimate appeal and unbeatable performance is desired. The Model RC-RES is designed for the residential occupancies and it is perfect for use in homes, hotels and other living quarters. The Model RC-RES is to be used in wet pipe residential sprinkler systems for One- and Two- Family Dwellings and Manufactured Homes per NFPA 131); wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 1311; or, wet pipe sprinkler systems for the residential portions of any occupancies per NFPA 13. The Model RC-RES has a 4.9 (70.6 LPM/bar112) K-factor that meets the required residential flow rates with minimal residual pressure, which allows for smaller pipe sizes and water supply requirements. For extended installation flexibility, the Model RC-RES provides 1/2 inch (12.8mm) vertical adjustment. This adjustment in installation decreases the need for precise cutting of the pipe that drops to the sprinkler and allows for a perfect fit with a range of pipe lengths. The heat sensitivity and water distribution design of Model RC-RES allows for an increased chance of residents' escape or evacuation in case of fire. However, residential fire sprinkler systems are not a substitute for fire safety awareness or fire safety construction required by building codes. "Lead Free" is defined in the Reduction of Lead in Drinking Water Act (S.3874) endorsed by AWWA's Water Utility Council, and California Assembly Bill #1953 as having less than or equal to a weighted average of 0.25% lead in wetted surface of pipes, plumbing fittings and fixtures. WARNINGS The Model RC-RES must be installed and maintained in accordance with the rules stated herein as well as in compliance with the applicable standards of the National Fire Protection Association regulations and the standards of any other authorities ha ving jurisdiction. In the event of this condition, consult the authorities having jurisdiction for guidance and approval. Failure to do so may impair the integrity of these devices. It is the responsibility of the installing contractor to provide a copy of this document to the owner or his representative, and in turn, it is the obligation of the owner to provide a copy of this document to a succeeding owner. The owner is responsible for maintaining their fire protection system and devices In proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any related questions. Document No.U085160 Date .' F0/09/2015 OPERATION Page :2 of 8 2- Je' (tb 52mm) NPT1/2 Marking /Lot No. • Year of Manufacture SIN : SS8464 : K-factor: 1(4.9 • Temperature Rating: 162T/72C E UL Marie or I 75T/79C I.- - Control No. : 6P37 I dplb NSF Mark: NSF-61 —G RES SPKR CD Body (Copper Alloy) CD Deflector (Phosphorus Bronze) CD Gasket (PIFE) CD Fusible Metal (Solder) CD Heat Collector (Copper) ___________________ - '(68mm) CD Cover Plate Assembly or 3- J" (0 83mm) or 2- 5/8"square (068mm) FIGURE 1. Model RC-RES K-4.9 Color Cede SIN: $98464 K—factor 04.9 Temperature Retina I67F/7C or 115F/79C L LMo U am COVER PLATE SPRINKLER (lop view) (Bottom view) FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: cUL,, Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K=4.9 GPMIpsi112 (70.6 LPMIbar1t2) Temperature Rating: 1621 (72°C) Sprinkler with 1401 (60°C) Cover Plate 1751 (79°C) Sprinkler with 1621 (72°C) Cover Plate Color Code (Sprinkler) 1621 (720C): Uncolored 1751 (790C): White Color Code (Cover Plate) 1401 (6000): No Mark 1621 (720C): White-Colored Mark Vertical Adjustment: 112 inch (12.8 mm) Cover Plate Finishes: Standard Finishes- White, Ivory, Beige, Brown, Black, Nickel, Wood Grain Custom Finishes- Custom color and custom pattern cover plates are available on special order. Contact a Senju Sprinkler representative with any custom orders. Please see chart on Page 8 for more detail. Physical Characteristics: Ref. Figure 1 In case of fire, the solder component that holds together the Cover Plate and the Retainer melts. Then, the Cover Plate is released at once. As a result, the Deflector drops down to the intended position. Two Heat Collectors are exposed to fire, and when sufficient heat from the fire is recorded, internal components of the sprinkler to fall apart. This leads to allow the water flow to be distributed on the affected by fire area. (Ref. Figure 2) JtIL*IL Normal Condition =# Cover Plate Operation Sprinkler Operation Water Discharge FIGURE 2. OPERATION PROCESS (The fiqure is for illustrative Dumose only) Page :3 of 8 DESIGN CRITERIA The herein stated rules for use and installation of Model RC-RES are provided by the manufacturer and must be strictly implemented for safe and full results. NOTES Residential Fire Sprinkler Systems should only be designed and installed by individuals who are completely familiar with automatic sprinkler system design, installation procedures, and techniques. Several criteria may apply to the installation and usage of each sprinkler. Consequently, it is recommended that the sprinkler system designer review and develop a working understanding of the complete list of criteria prior to initiating the design of the sprinkler system. Questions concerning sprinkler Installation and usage criteria, which are not coverage by the following instructions, should be submitted to Contact Company. Include sketches and technical details as appropriate. In some instances, the requirements of this document may concern specifications which are more stringent and which take precedence over those specified in NFPA 13, 13D, 13R, or by the authority ha ving jurisdiction. The Model RC-RES must not be used in applications where the air pressure above the ceiling is greater than that below. Inspect all sprinklers after installation to ensure that both the gap between the cover plate, ceiling and the 6 slots in the cup are open and free from any air flow impediment. The spray from the sprinkler Is distributed radically outward and downward from the sprinkler deflector. Consequently, the sprinklers must be located such that there will be no blind spaces shielded from spray by partitions, room dividers, overhangs or other parts of the dwelling structure. The number of sprinklers within each compartment (as defined by NFPA 13, 13D, or 13R) must be kept as small as possible. Do NOT use more sprinklers than necessary to cover a particular space. Use only the Cover Plate provided with the Model RC-RES. The sprinkler must be secured in place by firmly fastening the sprinkler system piping to the structure. If the sprinkler is not properly secured in position, reaction forces resulting from sprinkler operation could alter its orientation and its water distribution pattern. Obstruction to Water Distribution Locations of sprinklers must follow the obstruction rules of NFPA 13 for Residential Sprinklers. General Service Conditions The Model RC-RES must only be utilized in WET PIPE sprinkler systems. Heat Source Criteria Refer to NFPA 13D or 13R for the requirements relating to the prevention of possible activation of the Heat Responsive Element of Model RC-RES, due to exposure to a heat sources other than an actual fire. Precautionary Warnings for Corrosive Environments The Model RC-RES should not be installed where they may be subjected to a corrosive environment including the following: Chlorine ion and Chloride environment. Stress corrosion cracking may be caused by exposure to environments with Chlorine ion and Chloride. Exposure to this environment may result in sprinklers operating under Non-Fire conditions or Not Operating when exposed to an actual fire. Sprinkler system piping with Copper. Sprinkler systems should be constructed in compliance with the applicable standards and the requirements for the copper piping when copper piping is used in the sprinkler system. (Reference standards NFPA 13, ASTM B813, B828, and CDA (Copper Development Association) - Solder Joint) All residual flux must be removed from the interior and exterior of copper piping by thoroughly flushing before installation of the Sprinkler Heads. Otherwise, residues of flux may cause corrosion and leakage in the sprinkler system. Hydraulic Design Criteria The minimum required sprinkler flow rates for system designed to NFPA 13D or 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from the most hydraulically demanding sprinkler from each of the total number of "design sprinklers" as specified in NFPA 13D or 13R. For systems designed to NFPA 13, the number of designed sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required discharge from each of the four sprinklers is to be the greater of the followings; The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area. Document No.U085160 Date : Feb/0912015 Page :4 of 8 A minimum discharge 0.1GPM/sq.ft. [4.07LPM/sq.m] over the design area comprised of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. TABLE A. NFPA 13D & 13R WET PIPE HYDRAULIC DESIGN CRITERIA for Model SS8464 Maximum Ordinary Intermediate C o verage Maximum Spacing Temperature Rating 1621 (72°C) Temperature Rating 1751 (79°C) Deflector Installation Minimum Area to Spacing Flow Pressure Flow Pressure Ft. x Ft. Ft. Ceiling Type Ft. (m xm) (m) GPM PSI GPM PSI (m) (LPM) (bar) I (LPM) (bar) Smooth 12x12 12 13 7.0 13 7.0 Ceilings (3.7x3.7) (3.7) (49.2) (0.48) (49.2) (0.48) 3/8 to 7/8 Inches. 1014 14 13 7.0 13 7.0 (4.3x4.3) (4.3) (49.2) (0.48) (49.2) (0.48) Beamed Ceilings per NFPA 16x16 16 13 7.0 14 8.2 13D,13R Concealed 8 (4.9x4.9) (4.9) (49.2) (0.48) (53.0) (0.57) or 13 (2.4) Installed in beam 3/8 to 18x18 18 17 12.0 18 13.5 (5.5x5.5) (5.5) (643) (0.83) (68.1) (0.93) 7/8 inches 20x20 20 21 18.4 below (6.1x6.1) (6.1) (79.5) (1.27) - - bottom of beam. For coverage area dimensions less than the above mentioned, it needs to use the minimum required flow for the Next Higher Coverage Area listed. Requirement is based on minimum flow in GPM/LPM from each sprinkler. The associated residual pressures are calculated using the nominal K-Factor. Refer to Hydraulic Design Criteria Section for details. For systems with ceiling types smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R or 13 as applicable. Sprinkler Spacing Criteria The minimum spacing between sprinklers is 8 feet (2.4m). The maximum spacing between sprinklers cannot go beyond the coverage area calculated by using the specific hydraulic factors. (Ref. Table A) INSTALLATION The Model RC-RES must be installed in accordance with the following instructions. NOTES Do not use any sprinklers which have been subjected to potential mechanical damage. Do not use any sprinklers which show deformation or cracking In either the Sprinkler or the Protective Cap. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. The Protective Cap must remain on the sprinkler during installation and until the ceiling installation is completed. The Protective Cap must be removed to place the sprinkler in service. Document No. U085160 Date . Feb/09/2015 Page :5 of 8 Use a torque of to 14 ft.lbs (9.5 to 19.ONm) to achieve a 1/2 inch NPT sprinkler joint. If you exceed the recommended maximum torque, this could result in damage to the sprinkler inlet, which may lead to leakage from the sprinkler. In case of insufficient adjustment in Cover Plate installation, do not try to overly tighten, screw the sprinkler too loosely or make any modification to the cover plate assembly. Readjust the sprinkler fitting for a better fit. installinci Procedure Step I The installation requirements for the sprinkler are as follows: to be installed only in the pendent position with the waterway perpendicular to the ceiling. Install the sprinkler fitting so that the distance from the face of the filling to the mounting surface will be nominally 2 inch (50.8mm) as shown in Figure 3. Step 2 With pipe thread sealant applied to the threads, hand tighten the sprinkler into the sprinkler fitting. Then tighten it with the Sprinkler Socket or Wrench & Socket Combination (Ref. Figure 4). The grooves of the Socket must fit perfectly with the grooves on the Sprinkler for proper installation (Ref. Figure 4). Step 3 If desired the Protective Cap may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Protective Cap. Before the installation of the ceiling, the sprinkler installation can be started with the 2-3/8 inch (60mm) diameter clearance hole (Ref. Figure 3). Use the "Tolerance Limit of Ceiling Lever indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here Do NOT Min. m ) (3.2mm) Tolerance Limit ProtectiLCap Ave.J (6.4mm) Over—Tighten on E of Ceiling Level Mounting Surface Socket Groove of Mounting Surf0ccCeiling Hole Diameter FIGURE 3. INSTALLATION FIGURE 4 Step 4 Use the Cap Remover RC to remove the Protective Cap (Ref. Figure 5), and then push or screw a Cover Plate Assembly on the Cup of the Sprinkler by hand until its flange just comes in contact with the ceiling (Ref. Figure 6 and Figure 7). Stop tightening the Cover Plate Assembly once the flange has come in contact with the ceiling. If the ceiling has been lifted from its normal position in the process of tightening of the Cover Plate Assembly, readjust the cover plate assembly as necessary. If the flange of the Cover Plate Assembly cannot come in contact with the ceiling sufficiently, readjust the sprinkler filling as necessary. When properly installed, there is a nominal 1/16 inch (1.6mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 6 Document No.U085160 Date : Feb/09/2015 Page :6 of Sprinkler Head ______ 1 Protec tStep 1 ive Co Step Cap Remover RC Hook by turning Step 3 4 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL Document No. U085160 Date : Feb10 9t2015 CARE AND MAINTENANCE Page 7 of 8 The following instructions must be implemented for the maintenance and service of the Model RC-RES. NOTES Wet pipe sprinkler systems must be maintained at a minimum temperature of 40 T/4 °C to prevent freezing and bursting of the pipe and/or sprinklers. Automatic sprinklers are not to be tested with a heat source. Operation of the heat responsive element can result. Absence of a Cover Plate Assembly may delay the response time of the sprinkler in case of fire. Install the cover plate assembly properly, as shown in Figure 6. Improper Installation of the cover plate assembly may cause improper operation or non-operation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted cover plates. Non-factory applied paint may adversely delay or prevent sprinkler operation in case of a fire. Do not pull the Cover Plate. Separation may result. In preparation for maintenance of the fire protection system, permission to close the main control valve must be obtained from the proper authorities and all affected by this action parties must be informed before the maintenance session can commence. Do NOT enclose any sprinklers within drapes, curtains, or valances. Do NOT hang anything from the sprinklers. Do NOT clean the sprinklers with soap and water, detergents, ammonia, cleaning fluids, or other chemicals. Remove dust, lint, cobwebs, cocoons, insects, and larvae by gently brushing with a feather duster or gently vacuuming with a soft bristle (i.e., dusting) brush attachment. Exercise suitable safety precautions in the use and storage of highly flammable materials. The rapid rate of fire development and spread of these materials can reduce the ability of the sprinkler systems to aid in the control of a fire Involving such hazards. Leaking or corroded sprinklers must be replaced. Automatic Sprinklers must never be shipped or stored where the temperature exceeds lOOT /38°C. Automatic sprinkler must never be physically altered, such as painted, plated, or coated, once shipped from the factory. If the sprinklers have been in any way modified, they must be replaced. Great caution must be applied to prevent damage to the sprinklers at all stages - before, during, and after installation. Damaged units, as a result of dropping, hitting, over-tightening, or wrench slippage, must be replaced. The Model RC-RES must only be replaced with pendent sprinklers which are listed for residential fire protection service and which have the same nominal K-Factor, the same coverage area, and the same or lower flow ratings (as indicated under Table A "Hydraulic Design Criteria"). When remodeling, such as by adding false beams or light fixtures or changing the location of compartment walls, first verity that the new construction will not violate the installation requirements of the applicable standards of NFPA. Alter the new construction and/or the sprinkler system to suit the requirements of this document and the applicable NFPA regulations. The owner is responsible for the maintenance of the sprinkler system, including inspection and testing, its compliance with this documents, as well as the standards of the National Fire Protection Association (e.g., NFPA 25), and the regulations of any other authorities having jurisdiction. The owner should direct any questions regarding the above rules and regulations to the installing contractors or the sprinkler manufacturer. It is recommended that automatic sprinkler systems be inspected, tested, and maintained by a qualified Inspection Service in accordance with NFPA 25. Document No.U085160 Date Feb/0912015 ORDER PROCEDURE Page :8 of 8 When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: S58464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 162'F (72°C) or 175'F (79°C)) Cover Plate Assembly: 2-5/8 inch (0 68mm) or 3-1/4 inch (çb 83mm) or 2-5/8 inch square (068mm), Order Separately from Sprinkler Please refer to the chart below for available sizes, temperature, and finishes. Standard Finishes Custom Finishes White Ivory Beige Brown Black Nickel Wood grain Custom Color Custom Pattern 2-5/8" Round, 140°F 0 0 - - - 0 - 0 0 3-1/4" Round, 140°F 0 0 0 0 0 0 0 0 0 2-5/8" Square, 140°F 0 - - - - - - 0 0 2-5/8" Round, 162°F 0 - - - - - - 0 0 3-1/4" Round, 162°F 0 - - - - - - 0 0 Tools for Installation of Model: RC-RES Socket for Model RC-RES Wrench & Socket for Model RC-RES Cap Remover RC Document No. U085160 Date : Feb/09/2015 rR;2_c:: , Bulletin 135 October 2019 Rellmabld Model Fl Res Series Glass Bulb Residential Sprinklers cULus Listed Features cULus Listed Residential Sprinklers Available in pendent and horizontal sidewall orientations Decorative finishes available, including recessed escutch- eons and conical concealed cover plates Product Description Model Fl Res Series sprinklers are residential sprinklers with a 3 mm glass bulb operating element. A variety of K-Factors as well as recessed and conical concealed options are available as detailed in this Bulletin. The Fl Res Series sprinklers are specially engineered for fast thermal response to meet the requirements of UL 1626. They are intended for installation in accordance with NFPA 13, 13R, and 13D. Application The Model FiRes Series sprinklers cULus Listed Residential sprinklers are intended for use in accordance with NFPA 13, NFPA 13R, or NFPA 130. The Model FiRes residential sprin- klers are cULus Listed for use in residential occupancies and residential portions of any occupancy, where permitted by NFPA 13, NFPA 13R, or NFPA 130. For NFPA 13R and NFPA 13D applications, the design flow and pressure shall not be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this Bulletin. For NFPA 13 applications, the design density shall be a minimum of 0.1 gpm/sf (4.1 mm/ mm), but in no case shall the flow and pressure be less than the minimum flow and pressure specified in the Listed Design Criteria tables in this bulletin. Model Fl Res Series sprinklers are listed for use in wet systems only. Residential Sprinkler Summary Sprinkler Sprinkler Identification Orientation K-Factor gpmlpsi"2 Thread Size Installation Options Max. Coverage Area Model Number (SIN) (lpmIbar11 NPTorISO7-1 ftxft(mxm) Fl Res30 R3511 Pendent 3.0(43) 1/2 Pendent or Recessed 16 x16 (4.9 x 4.9) F1Res49 R3516 Pendent 4.9(71) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res58 R3513 Pendent 5.8(84) 1/2 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res76 R7618 Pendent 7.6(109) 3/4 Pendent or Recessed 20 x 20(6.1 x 6.1) F1Res30 CCP R3511 Pendent 3.0(43) 1/2 Conical Concealed or Recessed 14 x 14(4.3 x 4.3) F1Res49CCP R3516 Pendent 4.9(71) 1/2 Conical Concealed or Recessed 20x20(6.1 x6.1) F1Res58 CCP R3513 Pendent 5.8(84) 1/2 Conical Concealed or Recessed 20 x 20(6.1 x 6.1) F1Res76 CCP R7618 Pendent 7.6(109) 3/4 Conical Concealed or Recessed 20 x 20(6.1 x 6.1) F1Res44 HSW R3531 Horizontal Sidewall 4.4(63) 1/2 Recessed 16 x 20(4.9 x 6.1) F1Res44 SWC R3531 Horizontal Sidewall 4.4(63) 1/2 Conical Concealed 16 x 20(4.9 x 6.1) Fl Res58 HSW R3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 16 x 20 (4.9 x 6.1) FiRes 58 HSWX RA3533 Horizontal Sidewall 5.8(84) 1/2 Recessed 14 x 26 (4.3 x 7.9) www.retiablesprinkler.com Technical Specifications Finishes (See Table N) Style: Pendent and Recessed Pendent Threads: 1/2" NPT or 1S07-1R1/2 Temperature Ratings Nominal K-Factor: 4.9 (71 metric) 155°F (68°c) Max. Working Pressure: 175 psi (12 bar) 175°F(79°C) $1 Material Specifications Recessed Escutcheons Thermal Sensor 3 mm glass-bulb Fl Recessed Sprinkler Frame: Brass Alloy F2 Recessed Button: Copper Alloy FV Recessed* Sealing Assembly: Nickel Alloy with PTFE .• -. Load Screw: Bronze Alloy Sprinkler Wrenches Deflector: Bronze Alloy Model W2 Model GFR2 (Recessed) * Model FV escutcheons are not for use in positively pressurized ceiling plenums. Model Fl Res49 Residential Pendent Sprinkler Components and Installation Dimensions 2-1/4 (57mm) 2-1/4(57mm) (49mm) DiA. ceiling 4(49mm) DiA. ceiling 5/8(16mm) 1/2(13mm) -r— DIA T Face of fitting -r Face of fitting to finished 15/16° to finished (57) _ 1%4 2-1/4" 1-1/4" 3/8(9mm) +1- 1/4(6mm) I I 1-5/8°(4lmm)+/- 1/4" (6mm) /8" (9mm) 13/40 (44mm) +1- (32mm) 2-7/8° (72mm) DiA. 2-7/8 (72mm) DiA.— Dimensions Fl Recessed Escutcheon Installation F2 & Al Recessed Escutcheon Installation Model F1Res49 Residential Pendent Sprinkler Hydraulic Design Criteria Minimum Flow and Residual Pressure in Wet Pipe Systems1" Maximum Coverage Aream ft. x ft. (m x m) Flow gpm (I/mm) Pressure psi (bar) Deflector to Ceiling Distance 12 x 12 (3.7 x 3.7) 13 (49) 7.0 (0.48) 1 t 4 inches (25 to 100 mm) 14 x 14 (4.3 x 4.3) 13 (49) 7.0(0.48) 16 x 16(4.9 x 4.9) 13 (49) 7.0 (0.48) 18 x 18(5.5 x 5.5) 17(64) 12.0(0.83) 20 x 20 (6.1 x 6. 1) 20(76) 16.7(1.15) 12 x 12 (3.7 x 3.7) 15 (57) 9.4 (0.65) 4 to 8 inches (100 to 200 mm) 14x 14(4.3x4.3) 16(61) 10.7 (0.74) 16 x 16(4.9 x 4.9) 17(64) 12.0(0.83) 18 x 18 (5.5 x 5.5) 19(72) 15.0(1.03) 20x20(6.1 x6.1) 22(83) 20.2(1.39) Notes: For NFPA 13 installations the flow per sprinkler must be the greater of: (1) the flow listed in the table above or (2) the flow required to achieve a minimum design density of 0.1 gpm/sq ft over the design area of the sprinkler. For coverage area dimensions less than those listed above, use the minimum required flow for the next larger max. coverage area listed. Bulletin 135 Page 3 of 15 October 2019 fiuIiiI www.reliablesprinkler.com Upright Pendent Ei II!•!1 Vertical Sidewall Horizontal Sidewall Recessed Horizontal Sidewall Pendent liable FY690R_C9*) Bulletin 014 Rev. N Model Fl FR Series Quick Response Glass Bulb Sprinklers Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model F1FR56LL & F1FR42LL NSF Certified Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. LILIEi XLH Upright XLH Pendent Conventional 4 1 . . . . . . W-q Recessed PendentiF1iF2 S Recessed PendentJFP IP XLH Recessed Pendent F1/172 Underwriters Laboratories Inc. and Certified for Product Description Canada (cULus). Reliable Model F1FR series sprinklers FM Approvals (FM) are quick-response automatic sprin- Loss Prevention Certification Board (LPCB) kiers with a glass bulb thermal element. VdS Schadenverhutung GmbH (VdS) Model F1FR series sprinklers are Stan- NSF Certified to NSF/ANSi Standard 61 Annex G dard Spray sprinklers, with the excep- (NSF) tion of the Model Fl FR56 Conventional XLH Recessed EC Certificate: 0786-CPD-40239 (RA1414), 0786- sprinkler which is an Old-style/Conven- Pendent FP CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) tional sprinkler. (EC) The Model F1FR Series automatic sprinklers utilize a 3.0 UL Listing Category mm frangible glass bulb. These sprinklers have demonstrat- Sprinklers, Automatic & Open (VNIV) ed response times in laboratory tests which are five to ten Quick Response Sprinkler times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a tire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model F1FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal side- wall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model Fl, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NFPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model Fl FR Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model F1FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model Fl FR56 Concealed Pendent and Model Fl FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly. Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. 2. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-131/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and installation information Model Nominal K-factor Nominal Orifice Diameter Deflector/ Orientation Nominal Sprinkler Height Installation Wrench SIN mm Listings and Approvals Approval Notes US Metric inches mm inches F1FR28 2.8 40 3/8 10 Pendent 2.25 57 D RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 Upright 2.25 57 D RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS F1FR42 4.2 60 7/16 10 Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 57 D RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D RA1410 cULus, NSF Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF FIFRXLH (F1FR42 with Pintle) 4.2 60 7/16 10 Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 Upright 2.25 1 57 D RA14231 cULus 1,2 F1FR56 5.6 80 1/2 15 Pendent 2.25 57 D RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 1 57 RC1 RA14141 cULus,VdS,EC 5,6 Upright 2.25 57 D RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 'Conventional 2.25 57 Fndent or Upright)" D RA1475 LPCB, VdS, EC 4 F1FR56LL 5.6 80 1/2 15 Pendent 2.25 57 D RA1415 cULus, NSF 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF Concealed Pendent 2.25 57 RC1 RA14141 cULus, NSF 6 F1FR56 5.6 80 1/2 15 Horizontal Sidewall 2.63 67 D RA1435 cULus, FM 1,2,3,7 Recessed Horizontal 2.63 67 Sidewall GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1 1/2 ______ 15 _____ Vertical Sidewall (Pendent or Upright) 2.25 57 D RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the Fl FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. ) Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the Fl FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the Fl FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. cULus Listing and FM Approval of the F1FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The F1FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1 FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating I 155°F (68°C) I Temp. Rating 175°F (79°C) Temp. Rating J 200°F (93°C) I Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb I Red Bulb Yellow Bulb I Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus I -. Upright cULus Pendent VdS Fl FR40 Recessed Pendent VdS -- Pendent cULus F1FR42 Recessed Pendent cULus I Upright cULus Pendent - I cULus, NSF I -- F1FR42LL Recessed Pendent -- I I cULus, NSF I -- Pendent cULus F1FRXLH Recessed Pendent cULus I -- _________ Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC I -- Fl FR56 Concealed Pendent* cULus I cULusVdSEC I cULus I -- Upright cULus, FM, LPCB, VdS, EC Conventional (Pendent or Upright)' LPCB, VdS, EC Pendent -- I cULus, NSF j -- F1FR56LL Recessed Pendent -- I cULus, NSF -- ________ Concealed Pendent* -- I cULus, NSF I -- Horizontal Sidewall cULus, FM Fl FR56 Recessed Horizontal Sidewall cULus, FM -- Fl FR56 Vertical Sidewall (Pen- dent _or_Upright) cULus, FM, LPCB * Model Fl FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Model Deflector! Orientation Listed and Approved Recessed Escutcheons SIN Model Fl (Fig. 1 & 3) 314-inch (19mm) adjustment Model F2 (Fig. 1 & 3) 112-inch (12.7mm) adjustment Model FP (Fig. 2) 1/2-Inch (12.7mm) adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, EC cULus, FM, LPCB, VdS, EC cULus, VdS, EC RA1414 F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 4. tqccs Fire Protection Products Worldwide Contacts www.tyco4ire.com BLAZEMASTER CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description TYCO CPVC Pipe and Fittings pro- duced by Tyco Fire Protection Prod- ucts (TFPP) are designed exclusively for use in wet pipe automatic fire sprinkler systems. The TYCO CPVC Pipe and Fittings are produced from BLAZEMASTER CPVC compound that is a specially developed thermo- plastic compound composed of post chlorinated polyvinyl chloride (CPVC) resin and state of the art additives. TYCO CPVC Pipe and Fittings are easier to install than traditional steel pipe systems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapt- ers are available to connect CPVC pipe to metallic piping. All female pipe thread adapters have brass inserts for durability. Grooved adapters connect directly to grooved end valves and metallic pipe, with flexible grooved end couplings. Technical Data Sizes 3/4 Inch thru 3 Inch Maximum Working Pressure 175 psi Approvals UL and C-UL Listed FM Approved LPCB Approved NSF Certified MEA Approved City of Los Angeles (Refer to Installation Handbook IH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40 ASTM F439 (Sch. 80 ASTM F1970 Color Orange Installation TYCO CPVC Pipe and Fittings are to be to be installed in accordance with Installation Handbook lH-1900 dated April 2016. NOTICE The CPVC Pipe and Fittings produced with BLAZEMASTER CPVC compound described herein must be installed and maintained in compliance with this document and with 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. Page 1 of 2 APRIL 2016 TFPI9I5 TFPI9I5 Page 2 of 2 Care and Maintenance TYCO CPVC Pipe and Fittings are to be maintained and serviced in accordance with this section. Before closing a fire protection system control valve for inspection or main- tenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must first be obtained from the proper authorities and all person- nel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. The owner is responsible for the inspec- tion, testing, and maintenance of their fire protection system and de-vices 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 authority having juris- diction. Contact the installing contrac- tor or product manufacturer with any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2016 Tyco Fire Products, LP. All rights reserved. tqco BLAZEMASTER Is a trademark of The Lubrizol corporation. Fire Protection Products ARGCO STAND-OFF TWO HOLE STRAP NO BLOCK FOR CPVC 'For mounting CPVC pipe to wood 'Flared edges help protect CPVC 'Galvanized steel 'Supplied with #10 hex head cap screws -Complies with the static load requirements of NFPA® 13 Suitable for fire protection installations 'Eliminates spacers or backup blocks Easy installation c\/us File VlXH.EX6587 Designed to mount CPVC pipe horizontally or vertically to wood or composite wood joists with a minumum 3/8" thickness. Provides vertical/lateral restraint and prevents upward movement of the pipe that supplies pendant fire sprinkler below ceiling. All sizes can be used as a restrainer in the bottom position. The 3/4" size only can be used as a restrainer in the top position. Installation: Per NFPA 13, 13R and 13D. (See attached) Space by pipe type. Install into wood, concrete or steel. Snap over pipe then squeeze strap back allowing pipe to slide. top mount bottom mount side mount 01111 .251 ___________ Fasteners: Wood - 3/4" to 3" CPVC Pipe - wood screw - no pre-drill 3/4" to 2" Copper Pipe - wood screw - no pre-drill 3/4" to 2" Steel Pipe - 1/4" x 1-1/2" lag screw - no pre-drill Steel - 3/4" to 3" cvc Pipe - 1/4" TEK screw 3/4" to 2" Copper Pipe - 1/4" TEK screw 3/4" to 2" Steel Pipe - 1/4" TEK screw MAX. HANGER size part # A B SPACING ERICO 3/4" 25-30-180-3/4 2.69" 3.25" 67" 597811 25-30-180-1 2.94" 3.25" 70" 597812 1-1/4" 25-30-180-1-1/4 3.31" 3.25" 79" 597813 1-1/2" 25-30-180-1-1/2 3.56" 4.5" 82" 597814 25-30.180-2 4.06" 5" 597815 The information contained herein is produced in good faith and Is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-8004154-1015 OR LOG ONTO WWW.ARGCO.cOM P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 515 cPvc DOUBLE OFFSET HANGER Hanger/Restrainer SIZE-SYSTEM PIPE: 3/4" and I" MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231 LISTED PATENT - No. 6,702,236 FUNCTION - Support horizontal CPVC pipe. Provides listed vertical/horizontal restraint and prevents Hanger/Restrainer upward movement of pipe from pendent sprinkler discharge. INSTALLATION - Per these instructions including NPFA 13, 13R, 13D and CPVC manufacturers instructions. Install on horizontal or vertical mounting surface. FASTENERS - UL Listed per NFPA 13. #904 screw in wood - no pre-drill. FEATURES * Double 1 1/2" offset * Common center-line for 3/4" and 1". * Offset edge eliminates abrasion. * Required AFCON #904 screw included - 3/8" hex head. ORDERING - Part # and pipe size. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed away brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER. AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whalsocvcr for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-A FCON products have been, or are used. 11/13 Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached using 2 hex head self-threading screws (supplied) c8us File VIXH.EX6587 HEX HEAD SCREWS part# size 25-30-283 3/4" 25-30-284 1" 25-30-285 1-1/4" 25-30-286 1-1/2" 25-30-287 2" Galvanized steel, supplied with hex slotted screws 114" A _ RGCQ CPVC TWO HOLE STRAP Galvanized steel construction SNAP CPVC PIPE INTO HANGER. MOUNT HANGER TO UNDERSIDE OF BEAM WITH SCREWS PROVIDED. MAY ALSO BE USED ON TOP SIDE OF BEAM. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM CROSS REFERENCE Size Item # TflI r.ro . POMP 3/4" 25-30-175-3/4 012845 597827 1" 25-30-175-1 012869 597828 1-1/4" IPS 25-30-175-1-1/4 012876 597829 1-1/2" IPS 25-30-175-1-1/2 012883 597831 2" IPS 25-30-175-2 012890 597832 P ARGCQ CPVC Two-Hole 90 0 Side Mount Strap -Top or bottom beam installation Galvanized steel, supplied with I" hex screws CODUS File VIXH.EX6587 Snap CPVC pipe hanger into hanger. Dimples hold pipe in place. Mount hanger onto wood beam with screws provided. May also be used on the underside of beam. Do anchor tightly to surface, be sure that pipe can slide freely through hanger. May be used as a guide in the upward position. Not designed to restrain upward movement of pipe. Installation and configuration shall conform to the requirements of the NFPA 13, instructions and applicable local codes. The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the users responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM SYSTEM $ SENSOR WFDTN Series Waterfiow Detector System Sensor WFDTN T- Tap Waterflow detectors are designed for primary signaling in residential systems and branch line signaling. Features New directional cover allows installers and inspectors to easily see the direction of flow UL-listed models are NEMA 4 rated New cover provides a better seal, is lighter weight, not painted and corrosion resistant Sealed retard mechanism immune to dust and other contaminants Less exposed metal reduces shock hazard, plastic cover acts as insulator and is resistant to arcing Visual switch activation Audible switch activation (73 dBA) Field-replaceable timer/switch assembly Accommodates up to 12 AWG wire Switch Synchronization activates both alarm panel and local bell or horn strobe Tamper-resistant cover screws Improved water sealing Reduced product weight Wire-ready terminals Improved wiring with new terminal block layout Snap-in optional cover tamper switch The new WFDTN Series waterf low detectors from System Sensor consists of a rugged, NEMA 4-rated enclosure that is more damage resistant than previous metal designs. The waterf low detector is designed for both indoor and outdoor use, with the widest available temperature range, from 32°F to 150°F Both the WFDTN with incorporated timer and WFDTNRN with immediate activation fit any tee that has a 1 in. NPT branch, including: 1 in., 1 ¼in., 1 ½ in. and 2in. NPT threaded ferrous and brass tees: un., 11/4 in., 1½ in. and 2in. copper sweat tees: Tyco, Spears, NIBBCO brand 1 in. CPVC tees. Twelve different clearly marked plastic paddles are available to fit different installation configurations. UL-listed models are equipped with tamper-resistant cover screws to prevent unauthorized entry. Inside, two sets of SPDT (Form C) synchronized switches are enclosed in a durable terminal block with new layout designed to make wiring easy with wire ready terminals, COM terminals are on a different elevation, large barrier between switches and easy to read raised textured lettering all make wiring easy. An optional cover tamper switch is available, securely snaps into place, no tools required. The WFDTN incorporates a mechanical time delay feature, which minimizes the risk of false alarm due to pressure surges or air trapped in the fire sprinkler system. The larger and easy to turn timer dial makes setting the waterf low detector easy with high contrast pad printed markings. The dial offers three tabs to help with turning, with one larger tab located on the dial position for approximately 60 seconds, a notch is also indicated on the dial to locate approximately 30 seconds making setting the detector in dimmly lit locations easy. Agency Listings The WFDTN series is designed for accuracy and repeatability. The detector also offers improved performance during vibration in riser 1@0 applications where detectors are exposed to a large in rush of water. LISTED APPROVED 5739 7770-1653:0231 30512266 ARGCO FIRE ALARM BELLS jfT.7.Ni 11 Four wire, 120 and 24 volt Indoor and outdoor installation Weatherproof backbox 120 VAC- 6" 8" 10" 24 VAC: 69', ID" 10 DIA. GONG >c \ / N 8" DIA. GONG I 6" DIA. GONG 4-3/8" RATING 6 GONG SIZE 8 GONG SIZE 10 GONG SIZE Rated Sound Level Rated Sound Level Rated Sound Level VOLTAGE Current at 1 Meter Current at 1 Meter Current at 1 Meter 6VDC 250mA 95dB 250mA 95dB 250mA 95dB I2VDC 180mA 95dB 180mA 95dB 180mA 96dB 24VDC lOOmA 95dB lOOmA 95dB lOOmA 96dB 120VAC 25mA 95dB 25mA 95dB 25mA 98dB 220VAC 20mA 95db 1 20mA 95db 1 20mA 97db Back Box WIRING INSTRUCTIONS from control p preceding D.C. BELLS (observe polarity) RED (IN) / 'N RED [ii next bell or preceding bell from control panel or ( end -hine resistor BLACK IN _______ BLACK (OUT) When electrical supervisor is required use in and out leads as shown. Observe polarity to ring DC bells Red wires positive (+) Black wires negative (-) A.C. BELLS When electrical supervisor is required use in and out leads as shown. When using AC bells, terminate each extra wire separately after last bell End-of-line resistor is not required on AC bells. INSTALLATION: I. The bell should be mounted a minimum of 8 ft. from the floor or as close to the ceiling as possible. Remove the gong Connect the wiring (see diagram). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in th hole in the gong). Test all bells for proper operation that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). I 800-854-1015 www.argco.com FAX 760-727-3270 I Won-Door Job#118609 TO: BRENT ASTROSKY Project: OMNI LA COSTA BALLROOM ADDITION TO Email: bastrosky@davisreedinc.com EMAIL WON-DOOR CORPORATION 1865 South 3480 West Salt Lake City, UT 84104 Tel:800-453-8494 WON-DOOR fire & security solutions To: BRENT ASTROSKY From: Jace Funk Pages: 4 Won-Door is pleased to have the opportunity to participate on this project with you. Please take a moment to review the Won-Door details along with the following items. Please verify don't assume. This will ensure a timely and successful installation. Please review the following document(s) and contact Jace Funk with any questions about the following check lists. The checklist is for your convenience and information. Site conditions and surrounding areas must be complete per shop drawings before our technician arrives. Material must be onsite and checklist completed in order to schedule. Please note technicians are typically scheduled approximately 3-4 weeks in advance For final scheduling: Cheri Holbrook 1-800-890-2178 cholbrook@wondoor.com Your project is scheduled to ship by: Thank you, Jace Funk Contractor Coordinator Won-Door Corporation 1-800-890-2151 jfunk@wondoor.com 2/28/2020 X\N k\VA 9 2 WON-DOOR fire & security solutions Job Number: 118609 Job Name: OMNI LA COSTA BALLROOM ADDITION General Contractor Contact Information Please provide the following contact information if applicapable so as we move into this next phase of work we can be sure to have the most up to date information. Site Contacts: Project Manager Name: Mike Lyons Direct# CelI# 619-954-0795 Email: mlyons@davisreedinc .com Project Engineer Name: Brent Astrosky Direct# Cell# 858-254-4213 Email: bastrosky@davisreed.com Superintendant Name: Steve Nelson Direct# Cell# 480-797-7876 Email: snelson@davisreedinc.com Billing Contact Name: Shannon Tucker Direct U Cell U smcdonald@davisreedinc.com Email: (508) 944-3695 Won-Door Job#118609 TO: BRENT ASTROSKY Project: OMNI LA COSTA BALLROOM ADDITION TO Email: bastrosky@davisreedinc.com Fireguard INSTALLATION CONFIRMATION Please review, sign, and return the following. These items must be complete before our technician arrives. Won-Door is pleased to have the opportunity to participate on this project with you. Please take a moment to review the Won-Door details along with the following items. Please verify don't assume. This will ensure a timely and successful installation. 44 I have a legible copy of Won-Door shop drawings/details and have built to those plans. Headers are installed parallel to the floor, within a tolerance of +1- 1/8". Ceiling (and Header) elevations are correct, and maintained for full length of header. Vf Dry wall in soffits is complete, fire taped, and painted. Surrounding area finished and painted. Throughout the pocket area minimum opening maintained. (See attached shop drawings for required 0 width.) We cannot install the Won-Door if the pocket is less than minimum shown on the shop drawings. Opening of pocket with is 1 1 -6" per A6.10. O Floor coverings are installed and completed. Carpet to be installed after install of Won Door Electrical boxes and conduit are roughed in and ready for final connections including permanent power o and fire alarm system. (Your electrician must be available for final connection two hours after arrival of the Won-Door installer.) Electrical to be roughed in by time Won Door installer is here, permanent will not be in place along with fire alaram 13 Material is on site and out of the weather. Note: Freight company is responsible for unloading doors, inside 1st floor. To be shipped on 2/28. Please schedule installer ahead of time Soffit walls on either side of the header must be rated, fire taped, and caulked. Soffit walls and pocket walls must go all the way up to the deck above. Lowest obstruction crossing the plenum must be at least 12 inches from bottom of soffit. All penetrations must be fully fire taped and caulked. Lowest obstruction from bottom of soffit to supporting steel above is 11-1/4". Please confiri acceptable. Can add more layers of drywall to accommodate. Per your Won-Door Customer Service Project Manager, your project is scheduled to ship on: 02/28/2020 Won-Door is contracted with you to provide a specific number of trips to the job site for the door installation. If the above noted work is not ready upon arrival, the field technician will meet the job site superintendent to discuss site deficiencies and a remobilization fee. Standard terms and conditions of our quotation shall apply except as previously noted All additional costs incurred by Won-door due to non-performance of other trades will require a change or purchase order and written confirmation that the corrections have been made before installation will be rescheduled. WON-DOOR fire & security solutions Jace Funk Contractor Coordinator 1-800-890-2151 jfunk@wondoor.com Name: Signature: Date: Won-Door Job#118609 TO: BRENT ASTROSKY Project: OMNI LA COSTA BALLROOM ADDITION TO Email: bastrosky@davisreedinc.com Narrow lead post on unitized track SOME COMMON ERRORS TO AVOID We want to make your Fireguard installation as easy for you as we possibly can. To Ensure your Won-Door installation goes as smoothly as possible, please verify the following points. Soffit walls on either side of the header must be rated walls and must go all the way up to the deck above. They must be fire taped and caulked. The door header requires a minimum of 12" of clear space above the height of the door. This space must be clear of ducts, conduit, and other obstructions to accommodate the header and supporting Unistrut. The width of the space for the header between the two soffit walls and pocket walls is critical. The header cannot be trimmed to fit a narrow space! Be sure that your carpenters and dry-wallers understand that 18" is the minimum allowable and should not be greater than 18 3/8". The door pocket and soffit walls are fire rated walls that must be straight and plumb. They need to be complete, fire taped and caulked. The dimensions shown for the pocket into which a recessed striker is to be placed (see your shop drawings for detail) are the minimum finished dimensions. A good nominal dimension for the opening is 4 W' X 4 X" (applies to single parting doors only). The striker pocket must be accurately centered between the soffit walls and on the exact centerline of the door. Supporting structure for the header must extend the length of the door all the way into the pocket and to the back wall of the pocket and must be accessible to attach the threaded rods to support the header. Any welding or drilling of structural steel should already have been completed. Holes asesumed to be drilled by Won Door as indicated the shops. GC can drill or so can Won Door, Please advsie Wiring for both power and fire alarm needs to be in place with power available. Wiring to the junction boxes on the rear wall of the pocket may be surface mounted only if it extends up to the boxes. The upper portion of the rear pocket wall must be kept clear to make room for the control panel and the motor assembly. Any pocket cover doors must not encroach on with width of the pocket and must swing at least 120 degrees out of the pocket. These suggestions are general in nature and do not supersede your shop drawings. When in doubt, go by the attached shop drawings. Please contact me with any questions I am happy to assist. \\I\VAQ WON-DOOR fire & security solutions Jace Funk Contractor Coordinator 1-800-890-2151 jfunk@wondoor.com — — 11 WEEK LEAD TIME AFTER RECEIPT OF APPROVED COLOR AND GUARANTEED SITE CONDITIONS C' UNLESS AN AIR PRESSURE LEVEL IS SPECIFIED, IT IS ASSUMED THAT I ANY AIR PRESSURE PLACED ON THESE DOORS WILL NOT EXCEED 0.05" W.C. p ii V2 Uc REVISIONS - - fire & security solutions REV # DATE DESCRIPTION BY - WON-DOOR CORPORATION A 10/14/19 REVISIONS TO CLEAR OPENING AND HEIGHT TO TOP OF TRACK MM) 1865 SOUTH 3480 WEST SALT LAKE CITY, UT 84104 AS 2/11/20 REVISIONS TO AS-BUILTS MM) TELEPHONE: (801) 973-7500 a FOLDING PARTITION SCHEDULE FIREGUARD & MOVEABLE FIRE WALL 04 PLAN DIMENSIONS 0 SITE CONDITIONS BY: BRENT ASTROSKY 0 0 PLAN VIEW HEAD DETAIL 0 WIDTH AT HEIGHT TO 0 NSON DIMENSION DIMENSION DIMENSION CLEAR OPENINC TOP OF TRACK 04 A" ---—I--- B" — "C" .,Ell IFI c) 100E FGCS-90 t. 20'-8" 12'-3.75' 3'-10" X X 1,2,3 UDC-P — 2 20'-8" 5-7" 4 2'-3.75" 12'-0.5" 0.52" 11" rA Cd .— rA FA o 1. UNITIZED TRACK SYSTEM 8. A: CLEAR WIDTH FROM FACE OF POCKET TO STRIKER WALL 2. MODBUS ENABLED 9. B: POCKET DEPTH 3 NARROW LEAD POST 10 C SUBFLOOR TO TOP OF TRACK 4. 11. D: SUBFLOOR TO BOTTOM OF SOFFIT WALL 05. 12. E: FINISHED FLOOR THICKNESS 0 Z Z 6. 13. F: BOTTOM OF SOFFIT WALL TO BOTTOM OF STRUCTURAL 7. 14. ATTACHMENT PLAN VIEW- HEADER SCALE: NO SCALE OVERALL SHEET 2 OF 9 THREADED ROD LOCATIONS BY WON-DOOR 24" O.C. MAX ACROSS THE OPENING _I I 1 - S S S S •__________ z [ APPROX. 9 3/4" APPROX. 1'-O" PLAN VIEW SCALE: NO SCALE POCKET COVER DOOR BY OTHERS KN 11 OVERALL "A" - i l a 094 O F-0 EXIT DEVICE BY WON-DOOR (TYPICAL ON BOTH SIDES OF THE DOOR.) DIMENSION TABLE DOOR # A" "B OVERALL DOOR # A 'B5 OVERALL DOOR# 100E 20'-8 5'-7" 26'-3" CL oij __________________ • C 0 0 "A' "B" OVERALL . U) _____ FULL HEIGHT RECESSED STRIKE FROM FINISHED FLOOR TO THE BOTTOM OF HEADER I I 1 TOP OF TRACK - NOTE: "4 X 4" "J" BOX MOUNTING, LOCATION I AND QUANTITY VARY. REFER TO SPECIFIC I WON-DOOR ELECTRICAL DIAGRAM FOR EACH I DOOR LOCATION. I SHEET 3 OF 9 BOTTOM OF SOFFIT - Z 0 MOTOR DRIVE UNIT BY WON-DOOR - -.IR I let I I I I STORAGE POCKET -- - h 0 2 (1)4" X 4" "J" BOX SURFACE MOUNTED 5'-6" - - MAX. A.F.F. BY OTHERS F I CONTROL BOX BY WON-DOOR "i 110 FIRE-RATED ACCORDION DOOR BY WON-DOOR - __________ - ________ - g / I (2)4" X 4" "J" BOXES SURFACE MOUNTED I 1'-O"A.F.F. BY OTHERS FINISHED FLOOR I.--, co I _ 11 11 1 1 / ll 11 11 1 11 I IT11 1111 _________________________________________ CCOM (CLOSE, CA OPEN, MUTE) SWITCH TCH PUS / 11 \ %OPEN 'I 0 i EXIT DEVICE BY WON-DOOR (TYPICAL ON 'I If I BOTH SIDES OF THE DOOR) , 0 I IJIIII / Z 0 12 99 o ELEVATION I 'I- 3 CALE: NO SCALE I '1'5 ___ DOORS: 100E 2 ADEQUATE STRUCTURAL SUPPORT ABOVE BY OTHERS. MUST BE FIRE PROTECTED. (DOOR WEIGHT =5.5LB!SQ.fl.X WIDTH X HEIGHT) 1'_6"t811 0 6" 6" _ CD SHEET 4 OF 9 TWO HOUR WALL CONSTRUCTION BY OTHERS. (REFER TO U.L FIRE DIRECTORY FOR CONSTRUCTION GUIDELINES.) I - E—Z 0 0 I I I I I E- PENETRATIONS IN STRUCTURE ABOVE BY OTHERS. I I I I — 1/2" mA. THREADED RODS WITH NUTS & WASHERS BY I I C/E I WON-DOOR. 9 3" FROM THE BACK OF THE POCKET 24" O.C. IN THE OPENING AND 12" FROM THE STRIKER. I I O I I 0 (5'-0" MAX LENGTH INSTALLED BY WON-DOOR) I I I I r1 I I 0 — I I I I I I I I I I I I I I —00 - I I I I 12' MIN. CLEARANCE REQUIRED FROM BOTTOM OF SOFFIT WALL TO —a I LOWEST OBSTRUCTION FOR PROPER TRACK CLEARANCE AND ADJUSTMENTS. I I 67 A PRE-FINISHED TRACK ASSEMBLY BY WON-DOOR. -" 012 :- POCKET COVER DOOR BY OTHERS. (SEE PLAN VIEW OR POCKET _cm — wol o i DETAIL FOR SWING ORIENTATION.) is II : FINISHED FLOOR (MUST MAINTAIN A FLAT PLANE WITHIN ±1/8' ALONG PATH OF DOOR) SUBFLOOR (:HEADER DETAIL .00ca ca DOORS: IOOE SCALE: NO SCALE SHEET 5 STACK DEPTH CLEAR OPENING OF - 9 SIDE AND CENTERED IN POCKET BY OTHERS --I 35/8° MIN. WIDTH, FULL HEIGHT BACKING 30 FROM EACH FLOATING JAMB BY W0N-D00 - - - - -- ---i -- - - - COTROr BOX MOUNJDA1i THE BACK OF tHE - - - -POCKETBY-Wb_N-DOOR - -FLOATINGJAMBSTOPSBYWON-DOOR I I K +1 / / / Go ZF I -Pi RECESSED STRIKER BY WON-DOOR NV7 -1 L -4°X4"J-BOXESBYOTHERS / CAULKING BY OTHERS I- / CONTINUOUS BACKING BY ofHERS NO HOUR WALL COTRUCTION BY OTHERS SOLID CONTINUOUS BACKING PLACED 5" FROM THE 4 1/4° - z ___ ___ DOOR BUMPER BY OTHERS REQUIRED WHEN —" - " - FACE OF THE POCKET BY OTHERS SPRING LOADED HINGE IS NOT USED. g NOTE: OBJECTS (WALLS, SOFFITS, DOORS, DOORJAMBS, z CL I NOTE: THIS DETAIL TYPICAL FOR ALL DOORS. SEE I I ETC.) MUST NOT ENCROACH WITHIN 9° OF THE F 0 jr I ARCHITECTURAL PLANS FOR SPECIFIC WALL I I CENTERLINE FOR THE ENTIRE LENGTH & HEIGHT OF 0 u CONFIGURATIONS. PARTITION ° ! I Q POCKET DETAIL ti5 STRIKER DETAIL I SCALE: NO SCALE DOORS: lOGE LJCALE NO SCALE a) II II H II *1 - - SHEET 6 OF 9 II SI II II II II II II II II II IL II II II it z [ SEE HEADER DETAIL FOR CONSTRUCTION INFO. : : WALL CONSTRUCTION BY OTHERS RECESS HOLE FOR FASTENER. CD 1*0 POCKET DOOR BY OTHERS Ar IA 314 HARDWOOD BUMPER ATTACHMENT, CENTERED ON POCKET DOOR BY OTHERS FINISHED FLOOR LINE co 0 ac 3:0 C.) 0) i 0 SECTION A-A #I 1° i ø L DOORS: 1005 a, SHEET 7 OF 9 L) - (1)4" x 4" "J" BOX SURFACE MOUNTED 5-6" MAX. A.F.F. IN THE CENTER OF THE POCKET BY ELECTRICAL CONTRACTOR HV-2112 - (2)4" x 4"J" BOXES SURFACE MOUNTED 1'-O" A.F.F. AND SPACED 1'-2 1/2" FROM CENTER OF DESIRED CONDUIT CONNECTION APART IN THE CENTER OF THE POCKET BY ELECTRICAL CONTRACTOR Z5 / It 0 0ie I #dI I W 1° iCD _g (?' PERSPECTIVE DOORS: lODE \,iSCALE: NO SCALE ad —p,- MODBUS COMM CABLE. MODBUS FACE PLATE ANY RJII U.L LISTED 6P2C, 6P4C OR 6P6C BY ELECTRICAL CONTRACTOR SURFACE MOUNTED 4"X 4"J BOXES BY - ELECTRICAL CONTRACTOR. MOUNTED 5'-6" MAX. A.F.F. MUST BE CENTERED IN THE BACK WALL OF THE POCKET S. SHEET 8 OF 9 CLUTCH/ENCODER WIRE (WON-DOOR USE ONLY) MOTOR WIRE (WON-DOOR USE ONLY) BRAKE WIRE (WON-DOOR USE ONLY) DOOR WIRE (WON-DOOR USE ONLY) INTERNAL ALARM RELAY MODULE NOTE: RELAY CONTACTS RATED IA RESISTIVE @ 24VDC NON-SUPERVISED, FORM "C", DRY CONTACT. CONNECT TO POWER LIMITED SOURCES ONLY. AUXILIARY RELAY FUNCTIONS SUPERVISORY-CONTROLLER OFFLINE FOR SERVICE TROUBLE-CONTROLLER FAULT DETECTED DOOR-DOOR CLOSED/NOT CLOSED ALARM OUT-CONTROLLER IN "ALARM" CONDITION SEE OWNER MANUAL FOR MORE DETAILS. ALARM INPUT SMOKE DETECTOR OR FIRE ALARM, NORMALLY OPEN (NORMALLY CLOSED AS OPTION), DRY CONTACT REQUIRED FROM INITIATING SOURCE, SUPERVISED BY WON-DOOR WITH END-OF-LINE 4.7KQ RESISTOR ALARM INPUT WIRING AND CONDUIT BY ELECTRICAL- CONTRACTOR.. 2 CONDUCTOR LOW VOLTAGE STRANDED HOOKUP FROM ALARM SYSTEM TO CONTROLLER. 18 GA TO 14 GA ACCEPTABLE. POWER LIMITED. WIRING AND CONDUIT PER NEC. ALL FACE PLATES, CONDUIT, AND WIRES TO CONTROL BOX BY ELECTRICAL CONTRACTOR A.C. WIRING INTO J BOX. AND CONDUIT BY - ELECTRICAL CONTRACTOR. COLOR CODED 2 CONDUCTORS WITH GROUND. 100-240 VAC, 60/50 Hz, 10 AMP. BLACK = HOT WHITE = COMMON GREEN = GROUND FIRE ALARM INITIATING DEVICE BY I - AC ç ELECTRICAL CONTRACTOR _._- ç o f L,ai1irgpjJ\ — 4315 EOL RESISTOR BY WON-DOOR MOD BUS CONCENTRATOR BY OTHERS, LOCATION DETERMINED BY ARCHITECT. - CAT 5 CABLE BY ELECTRICAL CONTRACTOR TO EACH DOOR. - CATS CABLE (ETHERNET DROP) TO MOO BUS CONCENTRATOR LOW VOLTAGE CIRCUITS .= 1 L----------------------------------------- I .4 H III \—FOLDING FIRE PARTITION. OPTIONAL EXIT DEVICE TYPICAL ON BOTH SIDES OF THE DOOR. DOORS: IOOE ft I IRERENAL ALARM RELAY (ARMy - 0- MODBUS GATEWAY (BY OTHERS) LOCATION DETERMINED BY ARCHITECT TO NEXT DOOR IN THE BUILDING TWISTED PAIR COMMUNICATION CABLE BY ELECTRICAL CONTRACTOR. NOTE: MAXIMUM CABLE LENGTH FOR ENTIRE SYSTEM 9 IS4,000' SHEET OF 32 DOORS MAXIMUM PER - - - - - - - MODBUS GATEWAY - - - - USOC RJ11-6POS 4 I I r-- i CONTACT JACK BY ELECTRICAL r 1 CONTRACTOR II 0 El COM+/COM- INTERFACE BY CAT 5 CABLE (ETHERNET DROP) ELECTRICAL CONTRACTOR 00 TO MODBUS GATEWAY BY • - C - ELECTRICAL CONTRACTOR I MODBUS GATEWAY LOCATION IN EACH BUILDING TO BE DETERMINED BY OTHERS TYPICAL CONNECTION SCHEME USOC USOC cs Z 0 Pill lUll 6P4C 6P4C NOTE: LAST DOOR IN COMMUNICATIONS TO NEXT DOOR _____ COM+ RED JACK ___ ___ CONNECT TO COM+/COM- - Com+ PER MODBUS GATEWAY MFG GRN JACK COM+ COM+ COM- COM- LINE NEEDS LOAD RESISTOR (BY OTHERS) INSTALLED PER MODBUS 0o g 94 f _____ INSTRUCTIONS Com- com- GATEWAY MFG INSTALLATION INSTRUCTIONS. Z W o RED GRE WIREWIRE Iwi• COM+ - - —com- [J---- 00 a) ca CONNECTION