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HomeMy WebLinkAbout1260 MAGNOLIA AVE; ; AS100083; Permit6/6/25, 3:08 PM AS 100083 Permit Data City of Carlsbad Sprinkler Permit Job Address: 1260 MAGNOLIAAV Permit Type: SPRINK Parcel No: 2052107900 Lot #: 0 Reference No.: PC #: Permit No: AS100083 Status: ISSUED Applied 6/29/2010 Approved: 1/28/2011 Issued: 1/28/2011 Inspector: Project Title: KRAUSE RESIDENCE Applicant: Owner: JB FIRE PROTECTION KRAUSE CHARLES A&KAREN M 2159 GREENBRIAR DR 3640 WOODLAND WAY FALLBROOK CARLSBAD CA 760-728-3696 Fees ($) Add'I Fees ($) Total ($) Balance ($) 150 0 150 0 about:blank 1/1 FILE COPY Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by the property owner or their authorized agent. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name Z4k Date Property address 12L6 Accepted by approving authorities (names) )'-r Address Plans Installation conforms to accepted plans Yes No Equipment used is approved WYes QNo - Ifno,explaindeviations__ . Has person in charge of fire equipment been instructed as 1 'Yes No to location of control valves and care and maintenance of this new equipment? If no, explain Instructions Have copies of the following been left on the premises? 21Yi9s No System components instructions S'es E No Care and maintenance instructions Yes No NFPA 25 Yes ENo Location of system Supplies buildings Year of Orifice Temperature Make Model manufacture size Quantity rating i . Sprinklers Dj e;:/. 6 4 21. Pipe and Type of pipe Type of fittings fittings Alarm Maximum time to operate valve or Alarm device through test connection flow Type Make Model Minutes Seconds indicator £i'e. I26, ___________________________ Q. 0. D. . Make Dry valve - Model Serial no. Make Model Serial no. Time to trip Time water Alarm Dry pipe through test connectiona,b 'ure Trip point reached operated "operating - ______________ pressure test outleta,b properly test Miriutes I psi psi Seconds Without Minutes -WithI L QOD. _ If no, explain © 2006 National Fire Protection Association NFPA 13 (p. 1 of 3) lvtureu irurn time inspectors rest connection is openea b NFPA 13 only requires the 60-second limitation in specific sections Ask Operation Epneumatic EElectric 1:1 Hydraulics Pipin Ised lYes !No Detecting media supeisad- EYes lNo Does valve operate Irom I trip, remote, or both Yes Ll No control stations? Deluge and preaction Is accessible facility in ea c If no, explain valves I . or testing? Yes L) No Does each circuit operate Does each circuit operate um time to iake Model supervision loss alarm? valve release? operate release Yes No Yes . No Minutes _j.Seconds .......... cation Make and Residual pressure Pressure and floor atic pressure (flowing) Flow rate reducing valve test_ Inlet .. (p~~MfteHpsl~__ IN Outlet (psi) Flow (gpm) — "rost ests l be made at-not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) abDVIF—slatic pressure in excessl open during the test to prevent damage All aboveground piping leakage shall be stopped est description 4Za 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 11/2 psi (0.1 bar) in 24 hours. All piping hydrostatically tested at 1406psi ( bar) for hours If no, state reason Dry piping pneumatically tested Yes 10 Equipment operates properly ~Ke s Q No Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? XYes No Drain Reading of gauge located near water Residual pressure with valve i test Tests test supply test connection: 1 i- psi (........ bar) connection open wide: ' psi ( bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by C9PY of the Contractor's Material and Test Dyes fJ No Other Explain Certificate for Underground Piping. Flushed by installer of aAderWasprinkler piping Yes UNo If powder-driven fasteners are used in concrete, U Yes ONo If no, explain has representative sample testing been satisfactorily completed? Blank testing Number Locations Number removed gaskets Wiing piping U Yes If yes... Do you certify as the sprinkler contractor that welding procedures used complied with Yes No the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators Yes No qualified in accordance with the minimum requirements of AWS B2.1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as Welding required by the AHJ? Do you certify that the welding was conducted in compliance with a documented EYes JNo quality control procedure to ensure that (1) all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than 1/18 in. diameter, undercut deeper than the lesser of 25% of the wall thickness or in.; and (5) completed circumferential butt weld reinforcement does not exceed in.? © 2006 National Fire Protection Association NFPA 13 (p. 2 of 3) FILE Copy Cutouts Do you certify that you have a control feature to ensure that l:jYes No (discs) all cutouts (discs) are retrieved? Hydraulic Nameplate provided If no, explain data nameplate C3 Yes No Date left in service with all control valves open Remarks Name of sprinkler contractor Tests witnessed by Signatures The property owner or their authorized agent (signed) Title Date 77t#tL- For s ntractor (signed) Title Date Additional explanations and notes ©2006 National Fire Protection Association NFPA 13 (p. 3 of 3) FILE COPY JB Fire Protection 2159 Greenbriar Drive Fallbrook, California 92028 HYDRAULIC CALCULATIONS FOR Remote Area #1 Two Sprinklers Flowing 16' Spacing, Slope Ceiling < 4:12 Krause Residence 1260 Magnolia Avenue Carlsbad, California FILE NUMBER: Krause Residence DATE: JUN 13, 2010 -DESIGN DATA- Total Square Footage of Dwelling: Maximum Sprinkler Spacing Area Calculated: Minimum Flow at Each Sprinkler: Total Flow from Active Sprinklers: Domestic Flow Added at Base of Riser NUMBER OF SPRINKLERS CALCULATED: FLOW REQUIRED: PRESSURE REQUIRED AT SOURCE: PRESSURE AVAILABLE AT SOURCE: SPRINKLER ORIFICE SIZE: 3,188 Square Feet 16' Sloped Upper Hallway 18.0 gpm L) 26.0 gpm N/R Dedicated System 2 sprinklers 26.0 gpm 48.9 psi 71.9 psi 7/16" CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110279 HRS SYSTEMS, INC. APP Fj9'D AS SUBMITTED DEPARTMENT - FILE Copy SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/13/2010 C:\HA5578\FILES\KRAUSE RESIDENCE.SDF JOB TITLE: Upper Level Hallway, 16' Spacing, Sloped < 4:12 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.0 71.0 100.0 71.9 26.0 48.9 Required pressure is 23.0 psi (32%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 18.0 K= 4.30 9.1 13.0 2 18.0 K= 4.30 9.1 13.0 3 9.0 - - - - 21.5 - - - A 9.0 - - - - 21.5 - - - B 18.0 - - - - 11.5 - - - C 18.0 - - - - 9.4 - - - TR 9.0 - - - - 22.6 - - - BR 0.0 - - - - 28.5 - - - UG -3.0 - - - - 32.0 - - - M2 -5.0 - - - - 34.1 - - - Ml -5.0 - - - - 39.3 - - - SOURCE -5.0 SOURCE 48.9 26.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/13/2010 C:\HASS78\FILES\KRAUSE RESIDENCE.SDF JOB TITLE: Upper Level Hallway, 16' Spacing, Sloped < 4:12 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 4.50 PF 0.3 1 18.0 4.3 9.1 13.0 4.4 150 FTG T PE 0.0 C 18.0 0.0 9.4 0.0 0.031 TL 9.50 PV Pipe: 2 -13.0 1.101 PL 4.50 PF 0.3 2 18.0 4.3 9.1 13.0 4.4 150 FTG T PE 0.0 C 18.0 0.0 9.4 0.0 0.031 TL 9.50 PV Pipe: 3 -26.0 1.101 PL 9.00 PF 2.1 C 18.0 0.0 9.4 0.0 8.8 150 FTG 2T PE 0.0 B 18.0 0.0 11.5 0.0 0.111 TL 19.00 PV Pipe: 4 -26.0 1.101 PL 40.00 PF 6.1 B 18.0 0.0 11.5 0.0 8.8 150 FTG 3T PE 3.9 A 9.0 0.0 21.5 0.0 0.111 TL 55.00 PV Pipe: 5 -26.0 1.101 PL 3.00 PF 1.1 A 9.0 0.0 21.5 0.0 8.8 150 FTG E PE 0.0 TR 9.0 0.0 22.6 0.0 0.111 TL 10.00 PV Pipe: 6 -26.0 1.101 PL 9.00 PF 2.0 TR 9.0 0.0 22.6 0.0 8.8 150 FTG CG PE 3.9 BR 0.0 0.0 28.5 0.0 0.111 TL 18.00 PV Pipe: 7 -26.0 1.025 PL 8.00 PF 2.2 BR 0.0 0.0 28.5 0.0 10.1 150 FTG 2E PE 1.3 UG -3.0 0.0 32.0 0.0 0.157 TL 14.00 PV Pipe: 8 -26.0 2.000 PL 190.00 PF 1.2 UG -3.0 0.0 32.0 0.0 2.7 150 FTG 2L PE 0.9 M2 -5.0 0.0 34.1 0.0 0.006 TL 197.72 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE Ml -5.0 0.0 39.3 0.0 5.2 psi, 26.0 gpm M2 -5.0 0.0 34.1 0.0 Pipe: 10 26.0 0.995 PL 46.00 PF 9.7 SOURCE -5.0 SRCE 48.9 (N/A) 10.7 150 FTG TG PE 0.0 Ml -5.0 0.0 39.3 0.0 0.181 TL 53.50 PV Pipe: 11 0.0 1.101 PL 45.00 PF 0.0 3 9.0 0.0 21.5 0.0 0.0 150 FTG 2E3T PE 0.0 A 9.0 0.0 21.5 0.0 0.000 TL 74.00 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 50110279 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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. ''(3) Tôtàl u±e'〠h'i6des iid 1 báiiiE±n h6 "system. Maximum water velocity is 10.7 ft/sec at pipe 10. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G V K Ell Tee 45-Ell TeeRun Coupig SwgChk GatVlv AngVlv CockVl 0.995 2.00 6.00 1.50 1.50 0.50 7.50 0.00 14.00 5.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R C S G Eli Tee 45-Eli TeeRun Coupig SwgChk GatVlv 1.025 3.00 7.50 1.50 3.00 0.00 4.50 0.00 PAGE: Z MATERIAL: CPVC-C HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G C D Eli T 45-Ell TeeRun Btrfiy Gate Check 1.101 7.00 5.00 1.50 1.00 0.00 1.50 7.50 0.00 80.0 1 70.0 G A U 60.0 G E 50.02 P R E S 40.0 S U R E 30.0 P 20.0 S ± 10.0 0.0 -14.7 WATER SUPPLY ANALYSIS 200 300 400 500 600 700 800 900 FLOW (GPM) JB Fire Protection 2159 Greenbriar Drive Falibrook, California 92028 HYDRAULIC CALCULATIONS FOR Remote Area #2 Only Sprinkler in Compartment Flowing 20' Spacing, Flat Ceiling Krause Residence 1260 Magnolia Avenue Carlsbad, California FILE NUMBER: Krause Residencel.sdf DATE: JUN 13, 2010 -DESIGN DATA- Total Square Footage of Dwelling: Maximum Sprinkler Spacing Area Calculated: Minimum Flow at Each Sprinkler: Total Flow from Active Sprinklers Domestic Flow Added at Base of Riser: NUMBER OF SPRINKLERS CALCULATED: FLOW REQUIRED: PRESSURE REQUIRED AT SOURCE: PRESSURE AVAILABLE AT SOURCE: SPRINKLER ORIFICE SIZE: 3,188 Square Feet 20' Flat Kitchen/Nook 24.0 gpm 21.0 gpm N/R Dedicated System 1 sprinklers 21.0 gpm 49.3 psi 72.0 Psi 7/16" CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110279 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/13/2010 C:\HASS78\FILES\KRAUSE RESIDENCE1 . SDF JOB TITLE: Lower Level Great Room, 20' Spacing, Flat WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 72.0 71.9 100.0 72.0 21.0 49.3 Required pressure is 22.7 psi (32%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 21.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 21.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 18.0 - - - - 25.5 - - - 2 18.0 - - - - 25.5 - - - 3 9.0 K= 4.30 23.9 21.0 A 9.0 - - - - 29.4 - - - B 18.0 - - - - 25.5 - - - C 18.0 - - - - 25.5 - - - TR 9.0 - - - - 30.1 - - - BR 0.0 - - - - 35.3 - - - UG -3.0 - - - - 38.1 - - - M2 -5.0 - - - - 39.8 - - - Ml -5.0 - - - - 42.8 - - - SOURCE -5.0 SOURCE 49.3 21.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/13/2010 C:\HASS78\FILES\KRAUSE RESIDENCE1.SDF JOB TITLE: Lower Level Great Room, 20' Spacing, Flat PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 0.0 1.101 PL 4.50 PF 0.0 1 18.0 0.0 25.5 0.0 0.0 150 FTG T PE 0.0 C 18.0 0.0 25.5 0.0 0.000 TL 9.50 PV Pipe: 2 0.0 1.101 PL 4.50 PF 0.0 2 18.0 0.0 25.5 0.0 0.0 150 FTG T PE 0.0 C 18.0 0.0 25.5 0.0 0.000 TL 9.50 PV Pipe: 3 0.0 1.101 PL 9.00 PF 0.0 C 18.0 0.0 25.5 0.0 0.0 150 FTG 2T PE 0.0 B 18.0 0.0 25.5 0.0 0.000 TL 19.00 PV Pipe: 4 0.0 1.101 PL 40.00 PF 0.0 B 18.0 0.0 25.5 0.0 0.0 150 FTG 3T PE 3.9 A 9.0 0.0 29.4 0.0 0.000 TL 55.00 PV Pipe: 5 -21.0 1.101 PL 3.00 PF 0.7 A 9.0 0.0 29.4 0.0 7.1 150 FTG E PE 0.0 TR 9.0 0.0 30.1 0.0 0.074 TL 10.00 PV Pipe: 6 -21.0 1.101 PL 9.00 PF 1.3 TR 9.0 0.0 30.1 0.0 7.1 150 FTG CG PE 3.9 BR 0.0 0.0 35.3 0.0 0.074 TL 18.00 PV Pipe: 7 -21.0 1.025 PL 8.00 PF 1.5 BR 0.0 0.0 35.3 0.0 8.2 150 FTG 2E PE 1.3 UG -3.0 0.0 38.1 0.0 0.105 TL 14.00 PV Pipe: 8 -21.0 2.000 PL 190.00 PF 0.8 UG -3.0 0.0 38.1 0.0 2.1 150 FTG 2L PE 0.9 M2 -5.0 0.0 39.8 0.0 0.004 TL 197.72 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE Ml -5.0 0.0 42.8 0.0 3.0 psi, 21.0 gpm M2 -5.0 0.0 39.8 0.0 Pipe: 10 21.0 0.995 PL 46.00 PF 6.5 SOURCE -5.0 SRCE 49.3 (N/A) 8.7 150 FTG TG PE 0.0 Ml -5.0 0.0 42.8 0.0 0.122 TL 53.50 PV Pipe: 11 -21.0 1.101 PL 45.00 PF 5.5 3 9.0 4.3 23.9 21.0 7.1 150 FTG 2E3T PE 0.0 A 9.0 0.0 29.4 0.0 0.074 TL 74.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/13/2010 C:\HASS78\FILES\KRAUSE RESIDENCE1.SDF JOB TITLE: Lower Level Great Room, 20' Spacing, Flat NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 50110279 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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 0.011 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 8.7 ft/sec at pipe 10. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyV1v GatVlv AlmChk DPViv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G V K Ell Tee 45-Ell TeeRun Coupig SwgChk GatVlv AngViv CockVl 0.995 2.00 6.00 1.50 1.50 0.50 7.50 0.00 14.00 5.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R C S G Ell Tee 45-Eli TeeRun Couplg SwgChk GatVlv 1.025 3.00 7.50 1.50 3.00 0.00 4.50 0.00 PAGE: Z MATERIAL: CPVC-C HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G C D Ell T 45-Eli TeeRun Btrfly Gate Check 1.101 7.00 5.00 1.50 1.00 0.00 1.50 7.50 0.00 P 20.0 S ± 10 .0 50.02 P R E S 40.0 S U R E 30.0 G A U 60.0 G E 1 70.0 80.0 -14.7 0.0 F 200 300 400 500 600 700 800 900 1000 FLOW (GPM) WATER SUPPLY ANALYSIS o LII I— LIII-. 1.) 00 (1)0 CD CD Cl) II Z CD I) 4 Ct LII ci o Cl) - H LII NJ C -OX Cl) - C) 'Ti X P) () CJD P- Cl) 1:-' 10 U) C) - pIJ 1J .4Z pi LIIt' Cr Cl) - Cl) P5 H Cl) Lxi LII C/) I-I Pi LQ C) Lxi 0 CnCD C) u1 Bulletin 035 Rev. H - TTT1TTT Residential Sprinkler J LJLLLJL . For Sloped Ceilings UI Guidelines for Listed Residential Sprinkler installations below Sloped Ceilings The installation guidelines cover Residential Sprinkler Models: Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F2 Fl Res 58 Pendent Fl Res 58 Recessed Pendent/F2 Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 49 CCP Fl Res 58 CCP RFC 43 Flat Concealed I RFC 49 Flat Concealed Listings & Approvals 1 Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 2. NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents: US Patent number 6,516,893 Model Fl Res 49 Product Description for Fl Res Sprinklers Model Fl Res Pendent sprinklers are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K Factor of 4.9 & 5.8 for pendent and 4.4 for horizontal sidewall, permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protec- tion application needs of the latest residential market stan- dards (UL 1626 Standard *)• Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shat- ter, releasing the waterway for water flow onto the deflec- tor, evenly distributing the discharged water to control a fire. El Res 49 & 58 Fl Res 49 & 58 Pendent Recessed Pendent / F2 F-i Hes 44 F-i Hes 44 HSW Recessed HSW/F2 / .1 RFC 43 & RFC 49 * Effective date July 12, 2002 El Res 49 & 58 COP Pendent RFC 43 & RFC 49 The Reliable Automatic Sprinkler Co., Inc., 103 Fai rview Park Drive, Elmsford, New York 10523 Product Description for RFC 43 & RFC 49 Model RFC43 & RFC49 Concealed Residential Sprin- klers are fast response residential fusible solder link au- tomatic sprinklers. Residential sprinklers differ from stan- dard sprinklers primarily in their response time and water distribution patterns. Model RFC43 & RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Resi- dential distribution patterns are higher and generally con- tain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC43 & RFC49 Sprinkler provides the best form of fire protection by combining an attractive appearance and ½' (13mm) of cover adjustment for ease of installa- tion. The small diameter cover plate is easily and posi- tively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 & RFC49 are UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC43 & RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assem- bly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Technical Data (Fl Res Sprinklers): Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame : Brass Casting Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size : ½' NFl (R½) K Factor : 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 5.8 (Actual) - Fl Res 58 Pendent Sprinkler Density : Minimum .05 gpm/ft2 Technical Data (RFC 43 & RFC 49): Thermal Sensor: 165°F Fusible Link Sprinkler Frame: Brass Machined Sprinkler Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size : ½' NPT (R½) K Factor : 4,3 (Actual) RFC43: 4.9 (Actual) RFC49 Density : Minimum .05 gpm/ft2 Application Model Fl Res and AFC 43 & RFC 49 Sprinklers are used for Residential Fire Protection according to UL 1626 Stan- dard*. Be sure that orifice size, temperature rating, deflec- tor style, cover plate and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving Authority Having Jurisdiction. * Effective date July 12, 2002 2. METHOD OF CALCULATING THE CONVERSION OF 'RISE-OVER-RUN' TO DEGREES OF AN ANGLE. C j a (rise) run C 1.A = TAN' (a/b) 2. slope distance: c = '/a2 + b2 Example: a = 4 b=12 = TAN' (a/b) = TAN' = (0.333) = 18.43 035_ROR-A slope distance: c = A-2 +122 c=v960 C = 12.65 3. Model F1 Res 49 Pendent & F1 Res 49 Recessed Pendent/F2 & F1 Res 49 CCP Pendent, Model F1 Res 58 Pendent & F1 Res 58 Recessed Pendent/F2 & F1 Res 58 CCP Pendent,' El Res 49 & 58 Fl Res 49 & 58 Fl Res 49 & 58 COP Pendent Recessed Pendent I F2 Pendent / / I / RFC 43 & RFC 49 RFC 43 & RFC 49 Note: Fl Res 49 COP Pendent, RFC 43 and RFC 49 sprinklers are not suitable for installation in ceilings which have positive pressure in the space above. 4 L _fJB ELEVATION B LISTED AREA OF COVERAGE CORRESPONDS TO CEILING SLOPE - L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0'-4" MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0" MAXIMUM. B = RANGE: 2/12 (9.4) < B :9 8/12 (33.70). C = 8'-0" MINIMUM. 035FG0 1 5. *'- B LIVED AREA OF COVER4OE CORRESPONDS 70 CE1UNG L = THE MAXIMUM LISTED SPRINKLER SPACING. LENGTH (8'-0 MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (01_4N MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0" MAXIMUM. B RANGE: 2/12 (9.4) < B :9 8/12 (33.?) C = 8'-0" MINIMUM. Sprinkler spacing below multiple sloped ceilings with a maximum slope of 8/12 (33.7°) pitch. Lei tWel Fl Res 49 Pendent & Fl Res 49 Recessed Pendent/F2 installed below Sloped Ceiling. Tech Data Max' Max. . Actual . Sprinkler Thread Pr re Ambient K Factor Sprinkler Escutcheon Identification Size . psi (ba Temp. . (metric) Length Number (SIN) °F 0 ½'NPT (R½)_L 175(12) q8) 4 (69,94) 2.25 (57mm) (1/2" _Adjustment) R3516 Table 1 - Application Max. Slope of 8/12 Pitch Max.Slope of /l2 (18.4°) Pitch Sprinkler Temp. Rating OF (°C) Max Sprinkler Spacing Min Flow Per Sprinkler Head Along Slope I gpm (Lpm) psi 155 (68) & 175 (79) 155°F 175 Mm. Flow Per Pressure (W) Width x ( L) Length ft (m) 155°F (68°C) 175-F (79-C) (68°C) (79°C) Nkler Head GIPM psi (bar) 12 x 12(3,6 x 3,6) 13(49) 13 (49) TO (0,48) 7,0(0,48) 13 TO (0,48) 14 x 14 (42 x 4,3) 13(49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13 (49) 7.0(0,48) 16x16(4,9x4,9) i3(49) 13(49) ?0(048) 7.0(0A8)13(49) ' (0,48) 18 x 18(5,5 x 5,5) 17 (64,3) 18 (68,2) 12.0 (0,83) 13.5 (0,93) 18(68,3) 13.o 20 x 20(6,1 x 6,1) 20(75,7) 21(79,5) 16,7(1,15) 118.4 (1,28) 20(75,7) 16 (1,15)1 zodel Fl Res 49 CCP Pendent installed below Sloped Ceiling. evlhv%., Data 41k rinkler CCP Assy. Max. Max. I Actual I Sprinkler Thread Size ,ill ting Temp. Pressure Ambient I K i Sprinkler Identification °F (°C . Rat. psi (bar)ng Factor Length Number (SIN) ½"NPT(R½) I 155(68) 1 175(12) 100 (38) j4.9 (6994) 225(57mm) 83516 Table 2 - Application Max. Sprinkler Spacing Max. Slope of 12 Max. Slope of 4112 (18.40) Pitch Along Slope Mm. Flow Pressure Per Sprinkler ead Mm. Flow , . Pressure Per ler Head (W) Width x ( L) Length ft (m) psi (bar) pm (Lpm)gpm psi (bar) 12 x 12(3.6 x 3,6) 14 (53) 8.2(0,57) 13 (49) 7.0(0,48) 14 x 14 (4,3 x 4,3) 14(53) 8.2(0,57) 13(49) 7.0 (0,48) 16 x 16(4,9 x 4,9) 14(53) 8.2(0,57) 14(53) . 56) 8x18(5,5x5) _3(87) 22(t52) _._97)__. 2JI1 20x20(6,1 x6,i) 23(87) 22(1,52) 21(75,7) 17(1,17) el tF1 Res 58 Pendent & Fl Res 58 Recessed Pendent/F2 installed below Sloped Ceiling Thread Max. Max. Actual Sprinkler Escutcheon K Factor (metric) Length tion Number (SIN) YV 3 NPT (R½) 175 (12) 100 (38) 5.8 (83,38) 2.25 (57mm) (A Adjustment) 83513 Table 3 - Application Max. °/12a?Ch _.P!t 12 Max. Sprinkler Spacing Mm. Flow Mm. Flow Per Sprinkler Head Pressure Per Sprinkler Pressure Along Slope (W) Widthx(L) Length ft (m) gpm (Lpm) gp Hea dpm psi (bar) 155°F (68°C) 155°F (68°C) 155°F (68°C) 155°F (68°C) 175°F (79°C) 12x12(3,6x3.6) 21(79.5) 23(87) ',3.1(0,9) 15.7(1, 14x 14(43x43) i 21(79.5) !3 1(0,91, 15.7(1,1) 16x 16(4,9x4,9) 1 21(79.5) 23(87) 13.1 (0,9) 15.7(1,1) _____________ 18 x 18(5,5 x 5,5) 23(87) ____________ F 15.7(1,1) 20(75,7) (0.83) 20x20(61x6t1 8T) 15J1) 20(757) 12 , 7. Model Fl Res 58 CCP Pendent Installed below sloped Ceiling. Technical Data CCPAssy. Sprinkler Temp. Temp. Max. Ambient Actual Sprinkler Thread Size Rating Pressure K Rating Temp. F ('C) oF ( oc) psi (bar) OF (-C) Factor (metric) 2 NFT(R17) 155(68) 135(5/) 1-11502) 38) J2 25 (5/rrn Table 4 - Application Max. Sprinkler Spacing Along Slo "-"I' - 18.4!) Pitch Number (SIN) R3513 RFC43 Pendent Flat Concealed installed below Sloped Ceiling. prinier Goverpiate Max. I Max. Thread Size Temp. Rating Temp. Rating Pressure i Ambient Temp. ThhI r, - AIir'H,sr. K Factor Identi Adjustment --.- - - Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12(33,70 — - — - — Max. Slope r' - — . - . - _ /12 (18.4°) Pitch %attL Per Sprinkler Head I. Mm. Flow Per psi Sprinkler Head ........gPrULgrn1............ Pressure i 'bar' - 12(3,6 x3,6) I... 12x 18(68) Pi J0.21) ) 13(49) x 14(4,3 x 4,3) 9.1(0.63)14 18(68) ) 13(49) iple in 16x 16(4.9x4,9) 18(68) ) 13(49) 9.1(0,63) 18 x 18(5,5 x5,5) 24(91) 9,1 (0.63) tSingle partment .(1 .,6.... 18(68 17.5(121) 20x20 .24 ...................J) ---2l( in mnrtmnt l Kt-L; 4w i'enaent Hat uoncealect installed below Sloped Ceiling. Thread Si; Max. Max [ Actual Sprinkler e ~nklerCoverplate T mp. Rating Pressure Ambient Temp K Factor Max I Identification ftimft .4 E(cL Ad'ustent Nurn a165 (74.- ...................135 ' 2\J_tOQ,(381 L49J 94L.1... .fl3mmLJ_.iA0616..... Table 6 - Application Max.Sprinkler Spacing Along si ax. p er pac 9 g Slope (W) Width x ( L) Length ft (m) Max. Slope of 8/12 (7) Mojf /12(18.4°) Pitch -Min-_ Per Sprinkler Head 1 gpm (Lpm) Pressure psi (bar) -- Sprinkler Head I Pressure I psi (bar) ___18(68) 18x18J55x55j i.9 -_28LiJ_423ii93L .._29(09.81_292o.o 2Ox2OL61x6j) fl J_30(30,0) 2J57) a2Jj52i Installation Guidelines 1, For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for sloped ceilings having a pitch greater than (9,40), Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unob- structed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4°) or 8/12 (33,70) Spacing of residential sprinklers under sloped ceil- ings is measured along the slope when determining the distance off of walls and between sprinklers. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage area. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft(lm) vertically down from the peak. Align de- flectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the sloped ceiling. Hydraulic Requirements: For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. [*1 For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm!ft2); or A calculated value based on delivering a mini- mum of 0.1 gpm!ft2 over the design area. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in accordance with NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (3370), 10. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SER- VICE FOR FIRE PROTECTION. Removal of the pro- tectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PRO- TECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Horizontal Sidewall Sprinkler (with discharge directed across the slope) Fl Res 44 HSW HORIZONTAL SIDEWALL SPRINKLER INSTALLED. DEFLECTOR PARALLEL TO SLOPED CEILING. ' F1 Res 44 pccpd HSW/P2 (with discharge directed down the slope) LISTED AREA OF COVERAGE CORRESPONDS T' *— B TOP OF DEFLECTOR MUST BE LOCAT 4 TO I2 BELOW SLOPED CEIUN& THE TOP OF THE DEFLECTOR MUST PARALLEL WITH THE PLANE OF THE DISCHARGE IS ACRQ5.5 THE SLOPE. L\RANG XIMUM LISTED SPRINKLER G, LENGTH. w XIMUM LISTED SPRINKLER G, WIDTH. WALF THE MAXIMUM LISTED SPRINKLER NG, WIDTH (0-4" MINIMUM). AMAXIMUM. B/12 (9.4) 8 ~ 8/12 (33.7). C IMUM. LISTED AREA OF COVERAGE CORRESPONDS TO CEILING SLOPE TOP OF DEFLECTOR MUST BE LOCATED 4 TO I2 BELOW SLOPED CEILING. THE TOP OF THE DEFLECTOR MUST BE PARALLEL WITH THE PLANE OF THE CEILING. DISCHARGE IS QQWj THE SLOPE. I OS5PGO3B HSW sprinkler spacing below single sloped ceilings with a maxim slope of 8/12 (33,70) pitch. W 4— B US1TJ) AREA OF COIERAGE CORRESPONDS It) CEILING SLOPE TOP OF DECTOR MUST BE LOCATED 4 10 6 BELOW SLOPED CEILiNG. THE lOP OF THE DEFLECTOR MUST BE PARALLEL V1771 THE PLANE OF THE CEILING. DISCHARGE IS ACROSS THE SLOPE. ffu L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH. W = THE MAXIMUM LISTED SPRINKLER SPACING. WIDTH (0'-4 MINIMUM). W/2 = ONE—HALF THE MAXIMUM LISTED SPRINKLER SPACING. WIDTH (0-4 MINIMUM). A = 3'-0" MAXIMUM. B = RANGE: 2/12 (9.4) B a 8/12 (333'). C = 8'-0" MINIMUM. 035F004 prinkler spacing below multiple sloped ceilings with a maximum pitch. 10. W B Fl RES 44 HSW & Fl RES 44 HSW Recessed HSW/F2 installed below Sloped Ceiling. TeZjal Data prinkler Temp. Max. 1 Max. Actual Sprinkler Sprinkler NSize Threa Rating Pressure Ambient Temp. K Factor Lien ht Escutcheon Identification °F (°C) psi (bar) -F( C) (metric) Number (SIN) 'e8) 1 NPT(R) 1 112 I 100(38) 44(628) 245" (62rnrn)H Adjustment) I R3531 [ Table 7 - Application Max. Slope of /iz (18.40) Pitch °charge Directed Across the Slope Discharge Directed Across the Slope Max Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) to 6" Deflector to Ceiling 6" to 12" Deflector to Ceiling Mm. Flow Pressure psi (bar) Mm. Flow gpm (Lpm) Pressure psi (bar) 12 x 12(3,6 x 3,6) 16(60,5) 13.3(0,92) 17(64,3) 15(1,04) 14 x '14 (4,3 x 4,3) 16 (60,5) ')3.3 (0,92) 17 (64.3) 15(1.04) 16x 16(4,9x4,9) 16(60,5) q (0,92) 17(64,3) 15(1.04) 18x 18(4,9x5,5) 18(68,1) 16.) 20(75,6) 20.7(1.43) 20x20(46x6.) 23(68,1) 23(68,1) 27,4(1,89) Table 8 - Aoolication Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope o1l33101 Pitch Discharge Directed Down the Slope 4" to 6" Deflector to Ceiling Discharge cted Down the Slo 6" to 12" Deflector to Ceiling (2X3)Discharge Directed Across the Slope 4" to 12" . Deflector to Ceiling (1) Mm. Flow gpm (Lpm) Pressure psi (bar) > Mm. Flow gpm (Lpm) Pressure psi (bar) " Flow gpmna) Pressure psi (bar) 12x 12(3,6x3,6) 12(45,4) 7.5(0,52) 17(53,0) 10.2 (0.71 16(60, 13.3(0,92) 14x 14(4.3x43) 14(53,0) 10.2(0,71) 16(60,6) 13.3(0.92) 16(60,6> 133(092 16x 16(4,9x4.9) 16(60,6) 13.3(0,92) 17(64,4) 15(1.04) 16(60,6) 18x18(4.9x55) 18(68,1) 16.8(1,16) 20(75,6) 20.7(1,43) 20 x 20 (4,6 x 6, 1) 23(72,0) 27.4(1,89) 23(87,1) 27,4(1,89) 0. Minimum flow per sprinkler gpm (Lpm). (2) Minimum 3 head design in a compartment. (31 155°F only. Installation Guidelines For systems designed in accordance with NFPA 13, 6 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Juris- diction regarding the number of design sprinklers for 7 sloped ceilings having pitch greater than (9.40). Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unobstruct- 8 ed construction consisting of flat, smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.4°) or 8/12 (33.7°). Where listed, install horizontal sidewall sprinklers 9 along the wall below the sloped ceiling when dis- charge is directed across the slope, and install at the peak below the sloped ceiling when discharge is directed down the slope. Always align the sprinkler deflector parallel with the direction of the sloped ceil- ing. Residential HSW sprinklers located closed to the peak of the ceiling shall have the deflectors located not more than 3 ft. (lm) vertically down from the peak. Spacing of residential HSW sprinklers under sloped ceilings is measured along the slope when determin- ing the distance off of walls and between sprinklers. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. For coverage areas less than the listed coverage area shown in Tables 1 through 6, use the minimum flow requirement for next largest listed coverage area. Minimum spacing between horizontal sidewall sprin- klers is 8 ft. (2.4 m). Minimum distance from a hori- zontal sidewall sprinkler and an adjacent wall is 4" (102 mm). Hydraulic Requirements: For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. For NFPA '13R Systems, the number of design sprinklers shall include all sprinklers within a com- partment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. 11 c. For NFPA 13 systems, the design area shall be the area that includes the four (4) hydraulically most demanding sprinklers. The minimum re- quired discharge from each of the four hydrauli- cally demanding sprinklers shall be the greater of the following: In accordance with the minimum flow rates in- dicated by the individual listings (that already will provide a minimum density of 0.1 gpm!ft2); or A calculated value based on delivering a mini- mum of 0.1 gpm/ft2 over the design area. 10. Because of the varied nature of residential construc- tion features, there will be some compartment designs which cannot be fully sprinklered in accordance with NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/1 2 (33.7°). 11. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SER- VICE FOR FIRE PROTECTION. Removal of the pro- tectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PRO- TECTORS BY UNDOING THE CLASP BY HAND, DO NOT USE TOOLS TO REMOVE THE PROTECTORS. 'odel Fl res 49 Pendent, Fl Recessed Pendent/F2, F1 Res 49 Concealed (CCP), RFC 49 and RFC 43 installed bsloped ceiling with a maximun slope of /12 (33.70) pitch. Table)pplication K - Factor Max. Mm, Sprinkler Coverplate Mode 'met c' Spacing Flow/Pressure Temperature Rating Temperature .JLp) Fl Res 49Per'ce 4.9 (6994) lOx 10(3 x 3) 1 13(49) 7.0(0148) 155 (68) -- F1 Res 49 ReccesedP:ndent/F2 4.91(69,94"; 10 10 (3 x 3) 13(49)/7.0(0.4.8) 155 (68) -- F1 Res 49CC?...!n L (69.94) iO(3x 3; ..............19) UP( PL 13, RFC49Pendent 4.94) .lOx 10 x 10 (3 x 3) 14(53) /8.2(057) -..... ....... ... .....L5i6).... .......... ...............Y.1)............ 165 (74) 135 (57) RFC43Pendent 4.3 (6 10 x 10 (3 x 3) 18(68)! 17.5(1,2 11) 165(74) 135 (57) Fig. 7 U !-'---- L I ELEVATION//I I /7 LISTED AREA OF COVERAGE CORRESPONDS 10 CEILING SLE L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (10-0' MAXIMUM) (8-0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (5-0" MAXIMUM) (4' -0 "MINIMUM W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (10-0"). A = 3-0" MAXIMUM. B = RANGE: 2/12 (9.4) < B :5 8/12 (33.7). C = 8-0" MINIMUM. L=B+C 0 = 8' - 0" MINIMUM A = 3' - 0" MAXIMUM 035FG08 Fig. 8 13. Installation Guidelines per UL1626A For systems designed in accordance with NFPA 13, 8. Hydraulic Requirements: 13D and 13R, where specific UL Listed flows are not a, For UL1626A, the number of design sprinklers required, consult with the local Authority Having Juris- shall include up to a maximum of two sprinklers diction regarding the number of design sprinklers for that requires the greatest hydraulic demand. sloped ceilings having pitch greater than (9,40), 9. Glass bulb sprinklers have orange bulb protectors Installation of UL Listed residential sprinklers under to minimize bulb damage during shipping, handling sloped ceilings shall be limited to a type of unob- and installation. REMOVE THIS PROTECTION AT THE structed construction consisting of smooth ceilings, TIME THE SPRINKLER SYSTEM IS PLACE IN SER- as defined by NFPA 13, having a maximum pitch of VICE FOR FIRE PROTECTION. Removal of the pro- 8/12 (33,70) , tectors before this time may leave the bulb vulnerable Spacing of residential sprinklers under sloped ceil- to damage. RASCO wrenches are designed to install ings is measured along the slope when determining sprinklers when covers are in place. REMOVE PRO- the distance off of walls and between sprinklers. TECTORS BY UNDOING THE CLASP BY HAND. DO Measure listed areas of coverage along the sloped NOT USE TOOLS TO REMOVE THE PROTECTORS. ceiling. The actual floor coverage area will be less 10. A maximum distance from the floor to the ceiling peak than the listed area. of 24 ft. For coverage areas less than the listed coverage area ii. A maximum of two sprinklers installed within 3 ft. verti- shown in Tables 8, use the minimum flow requirement cally of the peak. listed, 12. Installation is for smooth, flat ceilings only that do not Minimum spacing between pendent type sprinklers is extend into or serve as a ceiling for an upper level 8 ft. (2.4 m). Minimum distance from a pendent type floor in the structure. sprinkler and an adjacent wall is 4" (102 mm). Reidential sprinklers located closest to the peak of the ceiling shall have the deflectors located ndt more than 3 ft (1 m) vertically down from the peak. Align de- flectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the slope ceiling. The equipment presented ri this bulletin is to he instated ri accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Productsmanufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly quai'ified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler on Co., Inc. - Recycied ' fl 17 (800) 431-1588 - Sales Offices Papei I 1800) 848-6051 1 J J j (914) 829 204 Sales Fax Re ion ices indicate updated or ei thta Corpoiate Off ices www.reliahlesprinkler.com Internet Address t.:o. Printed fr U.S .A 11/09 P/N 999997024S