Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
7549 SITIO CONEJO; ; AS150074
7/15/24, 4:20 PM AS150074 Permit Data City of Carlsbad Sprinkler Permit Job Address: 7549 SITIO CONEJO Permit Type: SPRINK Parcel No: 2230610300 Lot #: 0 Reference No.: Permit No: AS150074 Status: PENDING Applied 4/8/2015 Approved: Issued: PC #: Inspector: Project Title: 7549 SITlO CONEJO INSTALL ANEW FIRE SPRINKLER SYSTEM PER NFPA 13D FOR A NEW SFR.PLAN #1 3570 SF LIVING 720 SF GARAGE 607 SF PATIO Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: Fees ($) Add'I Fees ($) [Total Balance ($) 10 :I _10i____ --_ about:blank 1/1 P: 253.383.4000 F: 253.383.5870 - 2116 TAYLOR WAY TACOMA, WA 98421 SUBMITTAL DATA SHEET HOPE DR PIPE APPROX. NOMINAL AVERAGE APPROX. MIN. WALL WEIGHT PIPE SIZE O.D. 1.0.LBS/FT GENERAL NOTES HOPE OR 9 - P.R. 200 psi PRODUCT STANDARDS: AWWAC901 3/4 -2DR9,11 075 1.050 0 300 0.117 015 AWWAC9O63-6DR11,17 ASTMD3O35 ALL SIZES 1.00 1.315 + 46 0.23 MATERIAL IS HIGH DENSITY 1.25 1.660 0 0.184 0.36 PE3608/3408 CELL CLASS 345464C l/ PER ASTMD3O35 1.50 1.450 0,211 0.48 ANSI, NSF STANDARD 14/61 2.00 2.375 1.810 0.264 0.75 INSIDE DIAMETERS MAY VARY DUE TO MANUFACTURING TOLERANCES HOPE OR 11 - PR. 160 psi WEIGHTS ARE FOR ESTIMATING 0.75 1.050 0.850 0.095 0.12 PURPOSES ONLY 1.00 1.315 1.060 0.120 0.19 1.25 1.660 1.340 + 0.151 0.30 1.50 1.900 1.530 j 0.173 0.40 2.00 2.375 1.910 0.216 0.62 3.00 3.500 2.820 0.318 1.35 4.00 4.500 3.640 0.409 2.24 6.00 6.625 5.360 0.602 4.85 HOPE OR 17- PR. 100 psi 3.00 3.500 3.060 0.206 0.91 4.00 4.500 3.930 0.265 1.54 6.00 6.625 5.810 0.390 3.34 INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 1'f1'fl,LJ- ZUI.L HYDRAULIC CALCULATIONS FOR LA COSTA 49 PLAN 1 LOT SITIO CONEJO CARLSBAD, CA. 92008 t'FILE NUMBER: C5411 DATE: MAR 25, 2015 -DESIGN DATA- These plans have been reviewed fur uitpai'eirt col pliarive with he cunent applicable codes md strr,dar'd Ii 101CC ill lhlcfllils(lletlufl. The owner or color clrrr 111(ly irtili,e hr review ill IL11111011 oh art application liii it hinildirne permit with 111C e\press undrtinndrnsr than till, [','\ W', of itO (tar relir' es he owner or conir etirr of heir pr'rrlessmrnrmal engineer or architect for solc resprirnsihihnit ill frill cnnnnpinanice with said codes and stamm(mr(ls. mieltiihiiri the hUildllli1 cod_or liii' lily i'esprnitsihiily for tleticietmcies_ errors. litltissilnims 01 iieiimieimce ill iI1C5C plans whether of. not noted in this review, Date:4 N, ~ Ret tcwci'.) RIC'ONlM[NI) APPROVAL RECOMMEND APPROVAL.-AS NOTH) OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ 3): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: .05 gpm/sq. ft. 350 sq. ft. 400 sq. ft. 1 sprinklers 21.0 gpm 26.0 gpm 21.0 gpm @ 29.4 psi 1/2 inch INNOVATIVE FIRE PROTECTION, INC BEN LEDESMA CARLSBAD FIRE AUTHORITY C. 16 . 711148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. 7549 SITIO CONEJO'. AS150074 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 1HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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 67.0 62.0 500.0 67.0 26.0 58.9 +I.p5f 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 (FT) (PSI) (GPM) 1 0.0 SOURCE 58.9 26.0 2 0.0 - - - - 47.7 - - - 2A 0.0 - - - - 43.7 - - - 2B 0.0 HOSE STREAM 42.4 5.0 DC 2.5 - - - - 40.5 - - - VA 2.5 - - - - 34.5 - - - 3A 0.0 - - - - 33.1 - - - 3B 1.5 - - - - 31.7 - - - 3 3.5 - - - - 29.4 - - - 4 6.5 - - - - 26.8 - - - 5 10.0 - - - - 22.6 - - - 6 10.0 - - - - 20.9 - - - 7 10.0 - - - - 19.8 - - - 8 10.0 - - - - 21.5 - - - 9 10.0 - - - - 19.8 - - - 7A 9.0 K= 4.90 18.4 21.0 9A 9.0 - - - - 20.2 - - - 9B 9.0 - - - - 20.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 1HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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 26.0 0.995 PL 55.00 PF 11.2 1 0.0 SRCE 58.9 (N/A) 10.7 150 FTG TG PE 0.0 2 0.0 0.0 47.7 0.0 0.181 TL 62.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 47.7 0.0 4.0 psi, 26.0 gpm 2A 0.0 0.0 43.7 0.0 Pipe: 3 26.0 0.995 PL 3.00 PF 1.3 2A 0.0 0.0 43.7 0.0 10.7 150 FTG 2E PE 0.0 2B 0.0 H.S. 42.4 5.0 0.181 TL 7.00 PV Pipe: 2A 21.0 0.995 PL 3.00 PF 0.9 2B 0.0 H.S. 42.4 5.0 8.7 150 FTG 2E PE -1.1 DC 2.5 0.0 40.5 0.0 0.122 TL 7.00 PV Pipe: 2B FIXED PRESSURE LOSS DEVICE DC 2.5 0.0 40.5 0.0 6.0 psi, 21.0 gpm VA 2.5 0.0 34.5 0.0 40 i0? Pipe: 3C 2.5 VA 21.0 Cl-?6PL 190.00 PF 2.5 0.0 34.5 0.0 3.3 FTG 3E2L PE 1.1 3A 0.0 0.0 33.1 0.0 0.012 TL 214.00 PV Pipe: 4 21.0 1.265 PL 10.00 PF 0.7 3A 0.0 0.0 33.1 0.0 5.4 150 FTG ET PE -0.6 3B 1.5 0.0 31.7 0.0 0.038 TL 19.00 PV Pipe: 5 21.0 1.055 PL 10.00 PF 1.5 3B 1.5 0.0 31.7 0.0 7.7 150 FTG 2E PE -0.9 3 3.5 0.0 29.4 0.0 0.092 TL 16.00 PV Pipe: 6 21.0 1.049 PL 3.50 PF 1.2 3 3.5 0.0 29.4 0.0 7.8 120 FTG C PE -1.3 4 6.5 0.0 26.8 0.0 0.142 TL 8.50 PV Pipe: 7 21.0 1.101 PL 22.00 PF 2.8 4 6.5 0.0 26.8 0.0 7.1 150 FTG 2ER PE -1.5 5 10.0 0.0 22.6 0.0 0.074 TL 37.00 PV Pipe: 8 11.4 1.101 PL 55.00 PF 1.7 5 10.0 0.0 22.6 0.0 3.9 150 FTG B9R PE 0.0 6 10.0 0.0 20.9 0.0 0.024 TL 69.00 PV Pipe: 9 11.4 1.101 PL 35.00 PF 1.1 6 10.0 0.0 20.9 0.0 3.9 150 FTG B6R PE 0.0 7 10.0 0.0 19.8 0.0 0.024 TL 46.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 1HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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: 10 -9.6 1.101 PL 60.00 PF 1.7 7 10.0 0.0 19.8 0.0 3.2 150 FTG 4EB7R PE 0.0 8 10.0 0.0 21.5 0.0 0.017 TL 100.00 PV Pipe: 11 -9.6 1.101 PL 37.00 PF 1.0 8 10.0 0.0 21.5 0.0 3.2 150 FTG 2EB4R PE 0.0 5 10.0 0.0 22.6 0.0 0.017 TL 60.00 PV Pipe: 12 21.0 1.101 PL 5.00 PF 1.9 7 10.0 0.0 19.8 0.0 7.1 150 FTG 2EBR PE 0.4 7A 9.0 4.9 18.4 21.0 0.074 TL 25.00 PV Pipe: 13 0.0 1.101 PL 13.00 PF 0.0 7 10.0 0.0 19.8 0.0 0.0 150 FTG B PE 0.0 9 10.0 - 0.0 19.8 0.0 0.000 TL 18.00 PV Pipe: 14 0.0 1.101 PL 8.00 PF 0.0 9 10.0 0.0 19.8 0.0 0.0 150 FTG EBR PE 0.4 9A 9.0 0.0 20.2 0.0 0.000 TL 21.00 PV Pipe: 15 0.0 1.101 PL 5.00 PF 0.0 9 10.0 0.0 19.8 0.0 0.0 150 FTG BR PE 0.4 9B 9.0 0.0 20.2 0.0 0.000 TL 11.00 PV NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.069 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 1. Available pressure at source node 1 under full flow conditions is 66.98 psi compared to the minimum required pressure of 0.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 1HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A 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 DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 1.610 6.00 8.00 3.00 14.00 7.00 3.00 11.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) L E B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk 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 C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: N MATERIAL: CT-M HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 WATER SUPPLY ANALYSIS 70.0 1 G A U 60.02 G E 50.0 P R E S 40.0 S U R E 30.0 P 20.0 S ± 10.0 11 -14.7 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 1HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 WATER SUPPLY CURVE 72+ 0\\\\ 66+ \\\\ I \\\\ I * <-62.0 psi @ 500 gpm 60+ Flow Test Point x 54+ P 48+ RI El SI 5 42+ UI RI El 36+ P I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 58.92 psi @ 26.0 gpm 6+ I 0 = Available Water Supply I 66.98 psi @ 26.0 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) INNOVATIVE FIRE PROTECTION, INC. 8779 COTTONWOOD AVENUE #101 SANTEE,CA 92071 HYDRAULIC CALCULATIONS FOR LA COSTA 49 PLAN 1 LOT 1 SITIO CONEJO CARLSBAD, CA. 92008 "FILE NUMBER: C5411 DATE: MAR 25, 2015 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ 3): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: .05 gpm/sq. ft. 350 sq. ft. 256 sq. ft. 2 sprinklers 26.3 gpm 31.3 gpm 26.3 gpm @ 22.3 psi 1/2 inch INNOVATIVE FIRE PROTECTION, INC BEN LEDESMA CARLSBAD FIRE AUTHORITY C. 16 . 7 11148 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 16080621 HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 2HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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 67.0 62.0 500.0 67.0 31.3 59.8 -f WI' AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 59.8 31.3 2 0.0 - - - - 44.0 - - - 2A 0.0 - - - - 40.0 - - - 2B 0.0 HOSE STREAM 38.2 5.0 DC 2.5 - - - - 35.8 - - - VA 2.5 - - - - 29.8 - - - 3A 0.0 - - - - 27.1 - - - 3B 1.5 - - - - 25.4 - - - 3 3.5 - - - - 22.3 - - - 4 6.5 - - - - 19.2 - - - 5 10.0 - - - - 13.5 - - - 6 10.0 - - - - 11.0 - - - 7 10.0 - - - - 9.3 - - - 8 10.0 - - - - 11.9 - - - 9 10.0 - - - - 7.2 - - - 7A 9.0 - - - - 9.7 - - - 9A 9.0 K= 4.90 7.0 13.0 9B 9.0 K= 4.90 7.3 13.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 2HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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 31.3 0.995 PL 55.00 PF 15.8 1 0.0 SRCE 59.8 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 44.0 0.0 0.255 TL 62.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 44.0 0.0 4.0 psi, 31.3 gpm 2A 0.0 0.0 40.0 0.0 Pipe: 3 31.3 0.995 PL 3.00 PF 1.8 2A 0.0 0.0 40.0 0.0 12.9 150 FTG 2E PE 0.0 2B 0.0 H.S. 38.2 5.0 0.255 TL 7.00 PV Pipe: 2A 26.3 0.995 PL 3.00 PF 1.3 2B 0.0 H.S. 38.2 5.0 10.8 150 FTG 2E PE -1.1 DC 2.5 0.0 35.8 0.0 0.184 TL 7.00 PV Pipe: 2B FIXED PRESSURE LOSS DEVICE DC 2.5 0.0 35.8 0.0 6.0 psi, 26.3 gpm VA 2.5 0.0 29.8 0.0 Pipe: 3C 263 K111"6 PL 190.00 PF VA 2.5 0.0 29.8 0 .0 4.1 50 FTG 3E2L PE 3:8 1.1 3A 0.0 0.0 27.1 0.0 0.018 TL 214.00 PV Pipe: 4 26.3 1.265 PL 10.00 PF 1.1 3A 0.0 0.0 27.1 0.0 6.7 150 FTG ET PE -0.6 3B 1.5 0.0 25.4 0.0 0.057 TL 19.00 PV Pipe: 5 26.3 1.055 PL 10.00 PF 2.2 3B 1.5 0.0 25.4 0.0 9.6 150 FTG 2E PE -0.9 3 3.5 0.0 22.3 0.0 0.139 TL 16.00 PV Pipe: 6 26.3 1.049 PL 3.50 PF 1.8 3 3.5 0.0 22.3 0.0 9.8 120 FTG C PE -1.3 4 6.5 0.0 19.2 0.0 0.215 TL 8.50 PV Pipe: 7 26.3 1.101 PL 22.00 PF 4.2 4 6.5 0.0 19.2 0.0 8.9 150 FTG 2ER PE -1.5 5 10.0 0.0 13.5 0.0 0.113 TL 37.00 PV Pipe: 8 14.3 1.101 PL 55.00 PF 2.5 5 10.0 0.0 13.5 0.0 4.8 150 FTG B9R PE 0.0 6 10.0 0.0 11.0 0.0 0.037 TL 69.00 PV Pipe: 9 14.3 1.101 PL 35.00 PF 1.7 6 10.0 0.0 11.0 0.0 4.8 150 FTG B6R PE 0.0 7 10.0 0.0 9.3 0.0 0.037 TL 46.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 2HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 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: 10 -12.0 1.101 PL 60.00 PF 2.6 7 10.0 0.0 9.3 0.0 4.0 150 FTG 4EB7R PE 0.0 8 10.0 0.0 11.9 0.0 0.026 TL 100.00 PV Pipe: 11 -12.0 1.101 PL 37.00 PF 1.6 8 10.0 0.0 11.9 0.0 4.0 150 FTG 2EB4R PE 0.0 5 10.0 0.0 13.5 0.0 0.026 TL 60.00 PV Pipe: 12 0.0 1.101 PL 5.00 PF 0.0 7 10.0 0.0 9.3 0.0 0.0 150 FTG 2EBR PE 0.4 7A 9.0 0.0 9.7 0.0 0.000 TL 25.00 PV Pipe: 13 26.3 1.101 PL 13.00 PF 2.0 7 10.0 0.0 9.3 0.0 8.9 150 FTG B PE 0.0 9 10.0 - 0.0 7.2 0.0 0.113 TL- - 18.00 PV Pipe: 14 13.0 1.101 PL 8.00 PF 0.6 9 10.0 0.0 7.2 0.0 4.4 150 FTG EBR PE 0.4 9A 9.0 4.9 7.0 13.0 0.031 TL 21.00 PV Pipe: 15 13.3 1.101 PL 5.00 PF 0.4 9 10.0 0.0 7.2 0.0 4.5 150 FTG BR PE 0.4 9B 9.0 4.9 7.3 13.3 0.032 TL 11.00 PV NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.074 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Available pressure at source node 1 under full flow conditions is 66.97 psi compared to the minimum required pressure of 0.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 2HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkViv BfyVlv GatVlv NPTee 1.610 6.00 8.00 3.00 14.00 7.00 3.00 11.00 PAGE: F MATERIAL: CPVC HWC: iSO Diameter Equivalent Fitting Lengths in Feet (in) L E B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 PAGE: K MATERIAL: CT-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk 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 C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 1.265 3.00 6.00 1.00 2.00 0.50 7.00 0.00 6.00 PAGE: M MATERIAL: CT-N HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Eli Tee 45-Eli TeeRun Couplg SwgChk GatVlv NPTee 1.055 3.00 8.00 2.00 3.00 0.00 8.00 0.00 8.00 P 20.0 S 1 10.0 -14.7 70.0 1 G A U 60.02 G E 50.0 P R E S 40.0 S U R E 30.0 WATER SUPPLY ANALYSIS 200 300 400 500 600 700 800 900 1000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/25/2015 C:\HASS 84\C5411 LA COSTA 49 PLAN 1 2HD.SDF JOB TITLE: C5411 LA COSTA 49 PLAN 1 WATER SUPPLY CURVE 72+ 0\\\\ 66+ \\\\ I \\\\\ I \\\\ I * <-62.0 psi @ 500 gpm 60X Flow Test Point 54+ P 48+ RI El SI 5 42+ U RI El 36+ P SI I 30+ 24+ 18+ 12+ LEGEND I x = Required Water Supply I 59.78 psi @ 31.3 gpm 6+ I 0 = Available Water Supply I 66.97 psi @ 31.3 gpm 0++-+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) WIIL'IffJtfl$ a 'ouLe SPECI FICATI ON SUBMITTAL SHEET - r- FEATURES Sizes: U314" 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 B1.20.1 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 45° 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.) ASSE® Listed 1015 (vertical 3/4", 1 1/4", 1 1/2" & 2") IAPMO® Listed (vertical 1 1/4"-2") CSA® Listed (vertical 3/4", 1 1/4", 1 1/2" & 2") AWAIA 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 NoryF', NSF Listed Springs Stainless steel, 300 series __ ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model (TP) 4 U QT-SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) D 'u B A DIMENSIONS & WEIGHTS (do not include pkg.) G DIMENSIONS (a)proximate) - WEIGHT MODEL AUNION B LESS BALL LESS WITH SIZE A BALL VALVES C D E F G BALL BALL VALVES VALVES VALVES in. mm in. mm in. mm in. Imm in. I mm in. mm in. mm in. I mm in. [mm lbs jg, lbs. jg 3/4 20 111/4 286 121/2 318 7 178 11/21 38 1 3 76 31/2 89 3 1 76 15 [381 5 2.3 7 3.2 1 25 121/4 311 137/8 353 7 178 1 1/21 38 1 3_76 31/2 89 3 76 173/4 451 8 3.6 12 5.4 11/4 32 151/2 419 181/2 470 109/16 268 2 51 131/2 89 41/2 41/21114 114 4 1/2 114 21 1/2 E6 16 7.3 22 10 11/2 40 171/8 435 191/8 486 109/16 268 2 51 131/2.89 4 1/2 114 223/4 578 16 7.3 22 10 2 50 181/4 460 20 508 109/16 268 2 51 13 1/2189 41/2 114 41/2 114 251/8 638 16 ,7.3 28 12.7 F - 4 . ' 1IINIJLIHY --walk L .. . 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 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222-5356) Website: http://www.zurn.com a- 0 20 40 60 80 FLOW CHARACTERISTICS MODEL 950XL 3/4",1",1 1/4", 1 1/2" & 2" (STANDARD & METRIC) FLOW RATES (Its) I I : 0 50 100 150 200 250 ° FLOW RATES (GPM) 0 Rated 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 latest edition of the Uniform Plumbing Code. Unless otherWise specified, the assembly shall be mountedat 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. OUTDOOR INSTALLATION 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 1 105 167 DIRECTION OF FLOW INDOOR INSTALLATION SPECIFICATIONS The Double Check Valve Backflow Preventer shall be ASSE® 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 Robles, 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: 1-877-BACKFLOW (1-877-222-5356) Website: http://www.zurn.com Page 2 of 2 i or SENJU SPRINKLER CO.,LTD. Residential Lead Free Flat Concealed Sprinkler. F _____ Pendent, Model: RC-RES, K-Factor: 49, SIN: SS8464 1' 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 13D; wet pipe residential sprinkler systems for Residential Occupancies up to and Including Four Stories in Height per NFPA 13R: 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 A'MNA'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 Mode! 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 furls di ction. 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 Feb/09/2015 OPERATION Page 2 of 8 2—K6 (0 52mm) TNSF of Manufacture 8464 or K4.9 ature Rating 162r/72C E or 1757/79-C - No. 6P37 NPT1/2 b N- rn rk:NSF-61-G KR © Body (Copper Alloy) l2 Deflector (Phosphorus Bronze) f3t Gasket (PTFE) Fusible Metal (Solder) (51 Heat Collector (Copper) 2- °/8" ( 68mm) 6Cover Plate Assembly or 3- " ( 83mm) or 2- 5/6"square (068mm) K4 FIGURE 1. Model RC-RES K-4.9 SIN SS8464 K-factor K4.9 remporafure Rating I62F/72c or 175F /79C Color code UL Mark CED COVER PLATE SPRINKLER (Top View) (Bottom view) FIGURE 1-1. Marking (Color Code) TECHNICAL DATA Approvals: cULus Listed, NSF-61-G Sprinkler Identification Number (SIN): SS8464 Maximum Working Pressure: 175psi (12.1 bar) Discharge Coefficient (Nominal K-Factor): K4.9 GPM/ps1112 (70.6 LPM/bar112) Temperature Rating: 162'F (72°C) Sprinkler with 140'F (60°C) Cover Plate 175'F (79°C) Sprinkler with 162°F (72°C) Cover Plate Color Code (Sprinkler) 162°F (72°C): Uncolored 175°F (79°C): White Color Code (Cover Plate) 140°F (60°C): No Mark 162°F (72°C): White-Colored Mark Vertical Adjustment: 1/2 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) -f-f. ILi.t' Normal Condition Cover Plate Operation c=> Sprinkler Operation => Water Discharge FIGURE 2. OPERATION PROCESS (The figure is for illustrative purpose only) Document No. U085160 Date Feb/09/2015 DESIGN CRITERIA Page .• 3 of 8 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 thesprinkleris 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/09/2015 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 Cover ag e Maximum Temperature Rating Temperature Rating Deflector Minimum Area Spacing 162'F (72°C) 175"F (79°C) to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ft. Ceiling Type Ft. (mxm) (m) GPM PSI GPM PSI (m) (LPM) (bar) (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. 14x14 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 18x18 18 17 12.0 18 13.5 3/8 to (5.5x5.5) (5.5) (64.3) (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 7 to 14 ft. lbs (9.5 to 19.011m) 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. Installing 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 fitting 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). Stop 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 thecenterpoiot of the ProtectiveCap. 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 Level" indicator on the Protective Cap to check for proper installation height (Ref. Figure 3). Make a Space Here i-"'"-"i Do NOT Ave. Y4' (e.4mm) Mn Y" (32mm) Over—Tighten Groove , ) Tolerance Limit E of Ceilinq Level Protec C&rng Uling Link Mountin Surface Groove Mounting Surface _2-Y,"(6Omm) Ceiling Hole Diameter Socket CORRECT] INCORRECT 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 fitting 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 I-lend Protective Co Step 1 overRC Step Hook by turning LI Step 3 4 Pull down FIGURE 5. PROTECTIVE CAP REMOVAL Document No. U085160 Date . Feb/09/2015 Page 7 of 8 CARE AND MAINTENANCE 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 40774°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/09/2015 Page : 8 of 8 ORDER PROCEDURE When placing an order, please contact a local distributor with the following information (Model Name, Specify, Temp. and Finish). Sprinkler: Model: RC-RES (SIN: SS8464, Residential Flat Concealed Sprinkler, Pendent, K4.9, Temperature: 1621 (72°C) or 1751 (79°C)) Cover Plate Assembly: 2-5/8 inch (0 68mm) or 3-1/4 inch (0 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 : / F1 Res 30,49,58&76 Fl Res 30, 49, 58 & 76 Recessed Pendent I Fl Recessed Pendent / FP Bulletin 135 Rev. M abI CO Model Fl Residential Sprinklers for Design Density of .05 gpm/ft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/1t2 Types: 1 Fl Res 30 Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed PendentJFl Fl Res 49 Recessed PendentjFP Fl Res 58 Pendent Fl Res 58 Recessed PendentJFl Fl Res 58 Recessed PendentJFP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fl Fl Res 76 Recessed Pendent/FP Fl Res 30 CCP Pendent Fl Res 49 CCP Pendent Fl Res 5800PPendent Fl Res 76 COP Pendent Fl Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58HSW Fl Res 58 HSWX KRes58 HSWX Fl Res 58 HSW Recessed HSW/F2 Fl Res 44 SWC Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers US Patent No. 7353,882 applies to Model Fl Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SWC Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass-bulb and low profile decorative design. The Fl Res 58 Fl Res 44&58 Fl Res 44SWC Recessed HSW/F2 Horizontal Sidewall sprinters (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass-bulb Sprinkler Frame : Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R1/2) K-Factor: 3.0 (43.2) (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (70.6) (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (83.5) (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (109)(Actual) - Fl Res 76 Pendent Sprinkler 4.4 (63) (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Fl Res 30, 49, 58 & 76 COP Pendent Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Model Fl Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. For ceiling types: Smooth Flat Horizontal, or beamed, or sloped, in accordance with NFPA 13D, 13R, or 13 2013 editions. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The Na- tional Fire Protection Association or the approving authority having jurisdiction. Installation Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are Escutcheon*, Fl or F2, Data: the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pen- dent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & SWO sprinklers use only the Mode! GFR2 sprinkler wrench; for in- stalling Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 with a ceiling to deflector distance of 4" - 12". Flow arrow on deflector must point away from near wall and "Top" mark- ing must face ceiling. Type Adjustment "A" Face of fiffing to ceiling Deflector Distance below bottom of beam Inch (mm) Inch (mm) Inch (mm) Inch (mm) Fl 19 Mm. Recessed = 15/ (41.3) 3/8 (95) 11/4 (44.4) Max. Recessed =7/s (22.2) 11/8 (28.6) ______ 1(25.4) F2 Mm. Recessed = 11/a (41.3) 1/2(12.7) '/,(9.5) 13/4(44.4) M. Recessed = 11/8 (28.6) 78 /(22.2) 1¼ (31.7) * Note: Escutcheons Fl or F2 may be used with Model El Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30. 49. 58 & 76 Pendent - Model Fl Res 30 Recessed Pendent/ F2 Model Fl Res 49, 58 & 76 Recessed Pendent / Fl Fl escutcheon, !4" (19mm) adjustment WRN COLLAR UNIIL TIGHT AGAINST SPRINKLER \ WRENCH BOSS. ADJUSTMENT 2 7/4' HOLE 014. [57.2mm] I 75/16' 014. - [49.2mm] 2 I" X 1/2" REDUCER 1/8' _J 4' B' 'NCE OF FITTING TO CEILING DIMENSION: 3/8 ':_ 1/8 (TI ESCUTCHEON) 318"-718' (F2 ESCUTCHEON) 35F403 Fig, 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Thread 1 Size L Nominal Orifice Max. Pressure chimiL_ psi (bar) F Sprinkler Temp. RatinqMax. Ambient Temp. Actual K .......Factor Sprinkler Length Inch (mm) /2"NPT 21 /G4" (8.2) 175 (12) 155 68 175 79 100 38 3.0 (43.2) 2.25 (57) Max. Ordinary Temp. Rating Intermediate Temp. Ratin Minimum Max. Coverage area pacing (155°F/680C) (175°F/79°C) Top of Deflector to Ceiling pacing Flow Pressure Flow Pressure Ft x Ft (m x m) Inch (mm) (Umia'[r1. G...I.AnjI) 1rL - ............ 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) 7.0 (0,48) Smooth ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11(0,76) 10(37,8) 11(0,76) Beamed ceilings per NFPA 13D, 13R 8(2,4) or 13 installed in beams 1114 to 1/4 16 X 16(4,9 X 4,9) 16(4.9) 13(49) 18.8 (1,3) 13(49) 18.8 (1,3) (31.7 to 444) usina F2 escutcheon For ceiling types refer to NFPA 13, 13R or 130 2 Technical Data: Fl Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice Max. Sprinkler Max. Actual Sprinkler Size Inch (mm) Pressure Temp. Rating—Ambient TempJ K Length °C (bar) OF °C Factor (R½) "NPT psi 7/16" (11) 175 (12) 155 i 68 175 79 100 150 1 38 49(706) 225(57) 66 Max. Coverage area Ft x Ft (mx m) OrdinaryTemp. Rating Max. Spacing (1550Fit8°C) Ft (m) Flow Pressure GPM (1/mm) PSI (bar) Intermediate Temp. Rating (175°F/790C) Top of Deflector Flow Pressure to Ceiling GPM (L4nin) PSI (bar) Inch (mm) Minimum Spacing . Ft (m) 12 x 12 (3.6 x 3,6) 12(3,6) (49) --_13 1 7.0 (0,48) 13 (49) 7.0 (0,48) Smooth Ceilings 11/4 to 4 (31.7 to - 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 1 14(4,3) 13(49) 7.0 (0,48) 13(49) 7.0 (0,48) 1 t 4(25.4 to 102) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0 (0,48) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 8 (2,4) 130, 13R or 13 installed in 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12(0,83) 17(64,3) 12(0,83) beams 1¼ to 13/4 (31.7t0 using F2 escutcheon, 1 20 x 20(6,1 x 6,1) 1 20(6,1) 20(75,7) 1 16.7(1,14) 20(75,7) 16,7 (1,14) to. 13/4 (25.4t0 44.4)using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Ordinary Temp. Rating Intermediate Temp. Rating To of Deflector Minimum Max. Coverage area Max. Spacing _Jj55°Fi8°C) (175°F1790C) o Ceiling Spacing Flow Pressure Flow Pressure - Ft x Ft (m.x rn) Ft (m) GPM(Llmin) PSI(bar) GPM(in) Llm PSI (bar) - nc mm h 12 x 12 (3,6 x 3,6) 12(3,6) 15 (57) 1 9,4 (0,65) 15 (57) 9.4 (0,65) Smooth Ceilings 4 to 8 (100 to 203) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16 (60,5) 10.6 (0,73) 16 (60,5) 10.6 (0,73) 4 to 8(100 to 203) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 17(64,3) 12.0 (0,83) 17(64,3) 12.0 (0,83) Beamed Ceilings per NFPA 130, 8(2,4) ...._•____•_ ______-__ •__-_ - ........'""" ___ ---------------------_ 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 15.0(1,0) 19(72) 15.0 (1,0) '''' ....l3Rori3installedinbeams 41/4 to 8(108 to 203) using F2 escutcheon, 4 to 8 (100 to 203) 20x20(6,1 x6,1) 20(6,1) 22(83,2) 20.2(1,4) 22(83,2) 20.2(114) using El escutcheon Technical Data: Fl Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice Max. Sprinkler Max. ' Sprinkler Actual Size Inch (mm) Pressure Temp. Rating i Ambient Temp. Length K Factor OF °C OF 0 psi (bar) Inch (mm) W'NPT 1/2" (13) 175 (12) 155 68 00 311 5.8 (83.5) 2.25 (57) Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing j18_ JlThF/79°C) -- to Ceiling Spacing Flow Pressure Ft x Ft (mx m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPM (1/mm) PSI (bar) GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 16(61) 7.6 (0,53) Smooth Ceilings 11/4 to 4(31.7 to 102) using F2 escutcheon. 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6 (0,53) 16(61) 7.6(0,53) 1 to (25.4 to 102) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 16(61) 7.6 (0,53) 16(61) 7.6 (0,53) Beamed Ceilings per NFPA 130, 13R or 13 installed in beams 8(2,4) 18 x 18(5.5 X 5,5) 18(5,5) 19(72) 10.8 (0,75) 19(72) 10.8 (0,75) 11/4 to 13/4 (31.7t044.4) using F2 escutcheon, 1 t 13M (25.4 to 20 x 20(6,1 x 6,1) i 20(6,1) 'L 22(83,3) 14.4(1,0) 22(83,3) 14.4(l.0) 44.4) using Fl escutcheon For Ceiling types refer to NFPA 13, 13R or 13D 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Max. Nominal Orifice Sprinkler Max. K Sprinkler Size Pressure Inch (mm) Temp. Rating . Ambient Temp. Factor Length psi (bar) F C F C Inch (mm) (,ftL) 1/2 (135) 175 (12) J 155 68 175 79 101 150 31 66 7 6(109) 225(57) Ordinary Temp. Rating Intermediate Temp. Rating Minimum Max. Coverage area Max. Spacing 155°Fm8 (j7/79°C) Top of Deflector to Ceiling Spacing Flow Pressure Flow GPM Pressure Ft x Ft (mx m) Ft (m) Inch (mm) GPM (Llmin) 1 PSI (bar) (1/mm) PSI (bar) m 12 x 12(3,6 x 3,6) 12(36) 21(79,5) 7,6 (0,53) 21(79,5) 7.6 (0,53) Smooth Ceilings 41/4 to 8(108 - i0203) using F2escutcheon. 14x 14(4,3x4,3) 14(4,3) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) 4t08(100t0203) using Fl escutcheon. 16 x 16(4,9 x 4,9) 16(4,9) 21(79,5) 7.6(0,53) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in 8(2,4) 18x 18(5,5x5.5) 18(5,5) 21(79,5) 7.6(0,53) 21(79,5) 7.6(0,53) beams 4¼t08(108t0203)us- x x _____ingF2escutcheon,4t08(100 20 20(6,1 6,1) 20(6,1) 23(87,1) 9.2 (0,63) 23(87,1) 9.2 (0,63) to 203) using El escutcheon For Ceiling types refer to NFPA 13, 13R or 13D ' Model Fl Res 30, 49, 58 & 76 CCP Pendent* Not listed for corrosion resistance. 2 5/8" 166.7mm7 9/A. 2 5/16" 914. HOLE IN CEILING [58.7mm] CUP 7'x112" REDUCER CUP CEILING 1 1/4" [31.5mm] MAX. FACE OF FITTING I TO FACE OF CEILING DIMENSION "A" COVER ADJUSTMENT HEIGHT 3 5/16 9/A. I 45FG04E - [84.1mm] Fl RES 30, 49, 58 & 76 CCP FEND. Model Fl Res 30, 49, 58 & 76 Recessed Pendent / FP FP push-on/thread-off escutcheon 2 5/8" DIA. [66.7mm] -HOLE IN CEILING 2 5/16" 9/A. - [58.7mm] - CUP - I" X 1/2" REDUCER CE/LING_._\ EtT' —71/2 1138. 1mm] MAX. WV FACE OF FITTING FP - -- - TO FACE OF ON 1/2"[l3mrn]MAXJ ENT . FiRES 49 PENDENT/FP Fig.3 Fig.4 Note: The Fl Res 76 will use a 1" x 3/4" reducer. CCP Cover Plate Data: FP Escutcheon Data: "B" "C" Deflector Distance below bottom Cover Adjustment CCP Height of beam Inch (mm) Inch (mm) Inch (mm) ½ (12.7) 1 15/16 (24) /2 (13) - 1 (25.4) 5/ (7.9) /4(19) ½ (13)-1(25.4) "B" FP Position "A" Deflector Distance below bottom Inch (mm) of beam Inch (mm) Max. Recessed 1 7/m, (11) 1 Y(127) Mm. Recessed 15/6 (24) 1(25.4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. 4' Technical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal Max. CCP Assembly Max. Sprinkler K Size Orifice Pressure . Temp. Rating Ambient Temp. Length Inch (mm) psi (bar) OF °C °F °C Factor Inch (mm) (R½) (8.2) 175 (12) 135 57 100 38 3.0 (43.2) 2.25 (57) Ordinary Temp. Rating Minimum Max. Coverage area Max. Spacing (1550F/680C) Top of Deflector to Ceiling Ft x Ft (m x m) Ft (m) Inch (mm) Spacing Flow Pressure GPJn) PSl(bar t m 12 X 12 (3,6 X 3,6) 12(3.6) 8(30,3) 7.0(0,48) Smooth Ceilings 1/2 to 1(13 to 25.4) using CCP. ½ to 1(13 to 25.4) using FP escutcheon. Beamed Ceilings per NFPA 130, 13R or 13 installed in 8(2.4) 14 x 14(4,3 x 4,3) 14(4,3) 11(37,8) 13.4(0,92) beams ½to 1 (13t025.4) using CCP. ½ to 1(13 to 25.4) using FP escutcheon. For Ceiling types refer to NFPA 13. 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal CCP 1 Max. Thread Orifice Max. Assembly Ambient K Sprinkler Size Inch Pressure Temp. Temp. Factor Length mm, psi (bar) Rating Inch (mm) OF °C °F°C V2"NPT /16" (11) 175 (12) 135 57 11001 38 4.9 (70.6) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum Max. Spacing (155-F/680 C) Top of Deflector to Ceiling area FtxFt(mxm) Ft (m) Spacing Inch (mm) Ft (m) Flow Pressure GPM in PSI 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0.48) Smooth Ceilings ½ to 1(13 to 25.4) using 14 x 14 (4,3 x 4,3) 14(4,3) 13(49) 7.0 (0.48) CCP. '/2 to 1(13 to 25.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 14(53) 8.2 (0,56) Beamed Ceilings per NFPA 130, 13R or 13 8(2,4) installed in beams ½t0 1(13 to 25.4) using - 18 x 18(5,5 x 5,5) 18(5,5) 18(68,1) 13.5 (0,93) CCP. 1/2 to 1(13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Nominal Thread T Max. 1 CCP Assembly Max. K Sprinkler Orifice Size Pressure Temp. Rating Ambient Temp. Factor Length oF °C Inch (mm) psi (bar) °F I °C . Inch (mm) 1/2"NPT /2" (13) 175 (12) 135 57 100 38 1 5.8 (83.5) 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155- 80C Top of Deflector to Ceiling Ft x F Ft (m) Inch (mm) Spacing Ft m . Flow Pressure 12 x 12 (3,6 x 3,6) 12(3,6) 16(61) 7.6 (053) Smooth Ceilings/2 to 1(13 to 25.4) using CCP. 1/2 to 1(13 to 25.4) using FP escutcheon. 14 x 14(4,3 x 4,3) 14(4.3) 16(61) 7.6 (0,53) 16 x 16 (4,9 x 4,9) _ ... .... ......... 16(4,9) 16 (61) 7.6 (0,53) Beamed Ceilings per NFPA 130, 138 or 13 installed in beams ½ to 8(2,4) ._.._____ 18 x 18 (5.5 x 5,5) 18(5,S) ._ 19 (72) 10.8 (0,75) ½ to 1(13 to 25.4) using FP escutcheon. 20 x 20 (6,1 x 6, 1) 20(6,1) 22(83,3) _.. ....____...__ ...1(13to25.4)usingCCP. 14.4(1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. Model Fl Res 44 & 58 Recessed HSW/F2 / \1 F2 escutcheon, 1/2" (13mm) adjustment Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Th d Nominal I Max. CCP Assembly Max. K I Sprinkler Orifice Size Inch Pressure Temp. Rating Ambient Temp. i Factor I Length OF °C (mm) psi (bar) °F °C Inch (mm) /32" (13.5)j /4'NPT 100 175 (12) 135 57 15U 38 7.6(109) ] bb 2.25 (57) Max. Coverage Ordinary Temp. Rating Minimum Max. Spacing (155°F/68°C) Top of Deflector to Ceilingarea Flow Pressure F Ft Ft (m) rnxm Inch (mm)pacing m GPMJUn) PSI(bar) 12 x 12(3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0,53) 14 x 14 (4.3 x 4,3) 14(4.3) 21(79,5) 7.6 (0,53) Smooth Ceilings /2 101(13 to 25.4) using OCR ½ to 1(131025.4) using FP escutcheon. 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13to 25.4) using COP. ½ to 1(13 to 25.4) using FP escutcheon. 8(2,4) 18 x 18 (5.5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) 20 x 20(6,1 x 6,1) 20(6,1) 25(94,6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D ModéFFt'Rés'44&58HSW ................- r FACE OF FITTING To WALL DIMENSION / 1/4" M!A1 2 114 " HOLE [31.8mm] 0/A .1 CEIL;NC TO mmJl DEFLECTOR I" .V 7/2" REDUCER 0/MEWS/ON / /5/76" O/A.\ho,j - I [49,2mm] 2 27/32" DIA [72.2mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS 1/2" [13-1I 35/206-0 ADJUSTMENT Fl RES 58 & 44 HSw/F2 Fig. 5 Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Nominal Thread Max. Sprinkler Max. Ambient Sprinkler K l Orifice Size Pressure Temp. Rating ___________ Temp. Length Factor Inch (mm) psi (bar) Inch (mm) °F OF ' W'NPT /55 e"(10) 175 (12) 68 100 1 38 4.4(63) i 2.45 (62) 75 79 150 1 b'6 Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall I Inch (mm) Inch (mm)J F2 /2(13) `1/16 - /16 I (4.7-17.4) Ordinary Temp. Rating Intermediate Temp. Rating J . Max. Coverage area Max. Spacing (155°F/68°C) (175°F/79°C) T f Deflector o OP o ec or Minimum Ft x Ft (m x m) Ft (m) Ceiling Flow Pressure Flow Pressure GPM (Llmin) PSI (bar) GPM (Umin) PSI (bar) Inch (mm) Ft m 12 x 12 (3,6 x 3,6) 12(3,6) 12 (45,4) 7.5 (0,52) 12(45,4) 7.5 (052) 14 x 14(4.3 x 4,3) 14(4,3) 14(53,0) 10.2 (0,71) 14 (53,0) 10.2 (0,71) 4 to 6(100 to 152); ½ (13) recessed 16 x 16(4.9 x 4,9) 16(4,9) 16(60,6) 13.3 (0,92) 16(60,6) 13,3 (0,92) 16 x 18(4,9 x 5,5) 16(4,9) 18(68,1) 16.8 (0,53) 18(68,1) 16.8 (0,53) using F2 escutcheon 18 x 18(5,5 x 5.5) 18(5,5) 19 (72,0) 18.7 (1,29) 19(72,0) 1 18.7 (1,29) 16 x 20(4,9 x 6,1) 16(4,9) 23 (87,1) 27.4 (1,89) 23 (87,1) 27.4 (1,89) 8(2,4) 12 x 12(3,6 x 3,6) 12(3,6) 14(53,0) ' 10.2 (0,71) 14(53,0) 10.2 (0,71) 6t0 12(152to 305); 14 x 14(4,3 x 4,3) 14(4,3) 16(60,6) 13.3 (0,92) 16(60,6) 13.3 (0,92) 16 x 16(4.9 x 4,9) 16(4,9) 17(64,4) 15.0 (1,04) 17(64,4) 15.0(1,04) '/2 (13) recessed using F2 escutcheon 16 x 18 (4.9 x 5,5) 16(4,9) 20(75,7) 20.7 (1,43) 20(75,7) 20.7 (1,43) 16x20(4,9x61) 16(4,9) 23(87,1) 27.4(1,89) 23(87,1)27.4(1,89) For Ceiling types refer to NFPA 13, 13R or 13D ................. Technical Data: F1 Res 58 HSW & HSWIF2 (SIN R3533) Escutcheon, F2, Data: Nominal Max Sprinkler p Max. Sprinkler Face of Fitting Thread , Orifice Pressure Temp. Rating Ambient K Length I T Type Adjustment ' I 0 wall Size . Inch psi (bar) Temp. - Factor Inch Inch mm, Inch (mm) (mm) °C -°F OF , °C . (mm) J -t l/2NPT 1/(13) 175(12) 155 68 100 38 5.8 (83.5) 245 (62)j F2 1/2 (13) ( ______ 150 66 "T Ordinary Temp. Rating Intermediate Temp. Rating Max. Coverage area Max. Spacing (155°F/6L (175°F/79°c) Top of Deflector to Minimum Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure Ceiling Spacing GPM (Llmin) PSI (bar) GPM (Llmin) PSI (bar) Inch 'mm' Ft m ' 12 x 12(3,6 x 3,6) 12(3,6) 16(60,6) 7.6 (0,53) 16(60,6) 7.6 (0,53) 4 to 6(100 to 152); 14 x 14 (4,3 x 4,3) 14(4,3) 18(68,2) 9.7 (0,69) 18(68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 13.2 (0,91) 21(79,5) 13.2(0,91) ½ (13) recessed ' '' '' using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 25(94,7) 18.6(l.28) 25(94,7) 18.6 (1,28) 8(2,4) 16 x 20(4,9 x 6,1) 16(4,9) 29(109,8) 25.0(1,73) 29(109,8) 25.0(1,73) 12 x 12(3,6 x 3,6) 12(3,6) 22(83,3) 14.4 (1,0) 22(83,3) 14.4 (1,0) 14 x 14(4,3 x 4,3) 14(4,3) 22(83,3) 14.4 (1,0) 22(83,3) 14.4 (1,0) 6 to 12 (152 to 305); ½ (13) recessed 16 x 16(4,9 x 4,9) 16(4,9) 26(98,4) 20.1 (1,39) 26(98,4) 20.1 (1,39) using F2 escutcheon 16x 18(4,9 x 5,5) 16(4,9) 31(117,4) 28.6 (1,97) 31(117,4) 28.6 (1,97) or Ceiling types refer to NFPA 13, 13R or 13D 7' Model Fl Res 44 SWC* .2 . .•./. Not listed for corrosion resistance. TArhniI fl2t F1 Rs 44 SW (SIN 124 12- [IOJ.tI, t1I 60,-. 2 304-0-1 F-,Of Fdimg T. W~ Di-,_ PUSH ON COVER. THEN TURN TO ADJUST UNTIL f TIGHT AGAINST WAL,', /2" Rd,,oe--- R Wail V7 ddiV r2 5116 WRENCH 8055. _TT TURN COLLAR UNTIL - TIGHT AGAINST SPRINKLER J5F007 Adjus1rien1 Fig. 6 Nominal Max. Cover Max. Sprinkler Thread Orifice Pressure Temp. Ambient K Length Size Inch (mm) PSI (bar) Rating Tep. Factor Inch (mm) OF , ½NPT 3/s" (10) 175 (12) 135 57 100 38 4.4(63) 2.45 (62) Ordinary Temp. Rating Top of Deflector to Minimum Max. Coverage area Max. Spacing (1550F/68-C) Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft m GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49,2) 8.7 (0.60) 10.2 (0,71) 14 x 14(4,3 x 4.3) 14 (4,3) 14(53,0) 4t06(100t0152); 16 x 16(4,9 x 4.9) 16(4.9) 17 (64,3) 15.0(1,1) 1/2 (13) recessed . using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) . 19(71,8) 18.7 (l.13) 27.4 (1,89) 8(2,4) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 12 x 12 (3,6x 3.6) 12(3,6) 14(52,9) 10.2 (0,71) 11.7(0,81) 6 to 12 (152 to 305): 1/2 (13) recessed 14 x 14(4,3 x 4.3) 14(4,3) 15(56,7) 16 x 16(4,9 x 4,9) 16(4,9) 18(68,1) 16.8 (l.16) using F2 escutcheon 20.7 (1,43) i 16 x 18(4,9 x 5,5) 16(4,9) 20 (75,6) For Ceiling types refer to NFPA 13, 13R or 130 .11 Fig. 7 91 IJ5FGO8 I "ci I 15/16" DIA.jt [49.2mm] -- TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH WOSS. 2 1/4" HOLE 0/A. [57.2mm] 1" X 1/2" REDUCER WALL DIMENSION - 77~:_ FACE OF FITTING TO - Fl RES 58 HSWX 11/16" N/N. "A" CEILING TO DEFLECTOR .2mm] DIMENSION rT27/32 0/A. - [72.2mm] 1/2"[13mm ADJUSTMENT Technical Data: Fl Res 58 HSWX (SIN RA3533) Thread Nominal Max. Sprinkler Ambient K Sprinkler Sprinkler ize Orifice Pressure Temp. Rating T F Temp. actor Length Identification Inch (mm) psi (bar) °F OC Inch (mm) Number (SIN) - °F 0 NPT Bulb 155 68 100 38 5.8(835) 2A5(62)RA3533 ] Ordinary Temp. Rating Intermediate Temp. Rating lop of Deflector to Minimum Max. Coverage area Max. Spacing _1f/6C)_ (175°F/79°C) - - - Ft x Ft (m x m) Ft (m) Flow Pressure Flow Pressure GPM (Llmin) PSI (bar) Inc GPM (L/min) PSI (bar) ' 18x20(5.5x6,1) 18(5,5) 30(114) 1 26.8(1,85) 30(114) 26.8 (1:85) 26.8 (1,85) 4 to 6(100 to 152); 32.4(2,23) ½ (13) recessed 20 x 20(6.1 x 6,1) 20(6,1) 30(114) 26.8 (1,85) 30 (114) 16 x 22 (4,9 x 7,3) 16(49) 33(125) 32.4 (223) 33(125) 16 x 24(4,9 x 7,3) 16(4.9) 38 (144) 42.9 (2,96) 38(144) using F2 escutcheon 42.9 (2,96) I 52.4 (3,75) 8(2,4) 14 x 26(4,3 x 7,9) 14(4,3) 42(160) 52.4 (3,75) 42(160) 18x20(5,5 x 6,1) 18(5,5) 35(133) 36.4 (2,5) 35(133) 36.4 (2,5) 42.9 (2,96) i 6 to 12 (152 to 305); 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9 (2.96) 38 (144) ½(13) recessed 16 x 24(4,9 x 7,3) 16(4,9) 42 (160) 52.4(3,6) 42(160) 52.4(3,6) using F2 escutcheon 62.9 (4.34) 14 x 26(4,3 x 7,9) 14(43) 46(174) 62.9 (4,34) 46(174) For Ceiling types refer to NFPA 13, 13R or 13D M,dgi 1 Mae r,$t I.IAIY IR,.ihI Model KRes58 HSWX (Link) Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Size Orifice Pressure Temp. Factor Length Identification Inch (mm) psi (bar) Inch (mm) Number (SIN) Link 7"(i3) 1752) 100 38 5.8(83.5)2A5 (62) Ordinary Temp. Rating I Top of Deflector to Minimum Max. Coverage area Max. Spacing (165 Ff74 C) Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch mm Ft m GPM Umin) PSI (bar) 18 x 20(5,5 x 61) 18(55) 29(109) 25 (1,72) 26.8 (1,85) 4 to 6(100 to 152); 20 x 20(6,1 x 6,1) 20(6,1) 30(114) 16 x 22(4,9 x 7,3) 16(4,9) 33(125) 32.4(2,23) ½ (13) recessed using F2 escutcheon 16 x 24(4,9 x 7,3) 16(4,9) 38(144) 42.9 (2,96) 52.4 (3,75) 8(2,4) 14 x 26(4,3 x 7,9) 14(4,3) 42(160) 18 x 20(5,5 x 6.1) 18(5,5) 35(133) 36,4 (2,5) 42.9(2,96) 6t0 12(152t0305'); -"- 1/2 (13) Recessed -' '16x'22(4,9x6.7) 16(4,9) 38(144) - 16 x 24(4,9 x 7,3) 16 (4,9) 42(160) 52.4 (3,6) using F2 escutcheon 62.9 (4,34) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and Fl Res 44 Sprinklers should be inspected and the sprinkler sys- tem maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Am- monia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Deflector- to-ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome- plated] [White Polyester] [Special finish- specify]. Resi- dential pendent sprinklers shall be Reliable Model Fl Res 30,49 & 58, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30, 49 & 58 Recessed Pendent! F2, Model Fl Res 30,49 & 58 Recessed Pendent( FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's in- stallation guidelines and the applicable installation stan- dard. Deflector-to-ceiling distance listing shall be 1" to 8" maximum, only for F1 Res 49. Sprinkler frame and deflec- tor shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded DuPont Registered Trademark 10. or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (791C)]. Sprinklers shall have a nomi- nal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— spec- ify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard fin- ish shall be [brass] [bright chrome] [white painted]. Resi- dential recessed pendent sprinklers shall be Reliable [Model Fl Res 30, 49 & 58 Recessed Pendent/Fl] [Model Fl Res 30, 49 & 58 Recessed Pendent/F2] [Model Fl Res 30,49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 30, 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-F)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. -Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal as- sembly shall consist of a Teflon* coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R351 1, R3516 & R3513 (Bulletin 135). Model Fl Res 44, Fl Res 58 Horizontal Sidewall, Fl Res 58 HSWX & KRes58 HSWX Residential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon" coated Bel- "DuPont Registered Trademark 11. leville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a bellville spring washer and a temperature rating of 165°F (74°C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2' adjustment (Model 172) standard finish should be Bright Chrome and white paint- ed. The Fl Res 58 HSW is also available with low lead frame. Fl Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and Fl Res 44 a nominal K factor of 4.4. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, Fl Res 58, Fl Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal side- wall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish— specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and hav- ing a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Spe- cial finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjust- ment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with 1/2" adjustment (Mod- el FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/ Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprin- klers shall be installed in conformance with the manufac- turer's installation guidelines and the applicable installa- tion standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NFl thread. Wa- ter seal assembly shall consist of a Teflon* coated Bel- leville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assem- bly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate tem- perature rating shall be 135°F (570C). A plastic protec- tive cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). Finishes (1) Standard Finishes Sprinkler F2 F1, FP CoverPlates Escutcheons Bronze Brass white Painted Chrome Plated Bright Chrome Plated Chrome White and Black White Painted Polyester 2) Coated Special ApplicationFinishes Sprinkler Fl, F2, FP Escutcheons Electroless Nickel PTFE(Teflon)(7) Electroless Nickel PTFE (Teflon5') Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Chrome DUfl Chrome Dull Other finishes and colors are available on special order. Consult factory for details. cULus listed Corrosion Resistant Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish *DuPont Registered Trademark The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by I Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices Paper J3 (800) 848-6051 Sales Fax Revision Pines indicate updated or new data. (914) 829-2042 Corporate Offices i www.reliablesprinkter.com Internet Address EG. Printed in U.S.A. 07/14 P/N 9999970235 Xegggo? Fire Protection Products Worldwide I Contacts www.tyco-fire.com Models 33, S1', llllllL, and AF Specific Application Sprinklers For Protecting Attics General Description The TYCO Model BB (Back to Back), SD (Single Directional), HIP, and AP (Attic Plus) Specific Application Sprin- klers for Protecting Attics are fire sprinklers for combustible and non- combustible sloped attic spaces. The Mädel BB SD, and HIP are:Specific Application Attic Sprinklers, whereas the Model AP is a Specific Applica- tion Combustible Concealed Space Sprinkler having specific applica- tion criteria for its use with the Mod- els BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protection in attic spaces, and when compared to Stan- dard Spray Sprinklers, cost savings are achieved by eliminating branch- line materials and the associated in- stallation labor. The Specific Applica- tion Sprinklers for Protecting Attics have undergone the most extensive fire testing ever performed for sloped attic spaces. They are UL Listed with their specific application guidelines for use as special sprinklers as defined by the National Fire Protection Associa- tion (NFPA). The Specific Application Attic Sprin- klers provide an extended coverage spacing alternative to the restricted spacing of Standard Spray Sprinklers. The restricted spacings of Standard Spray Sprinklers used within attics is described in the 2007 edition of NFPA 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cau- tions with respect to handling and installation of sprinkler sys- tems and components. Improp- er handling and installation can permanently damage a sprin- kler system or its components and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Page 1 of 28 The Specific Application Attic Sprin- klers are the first sprinklers to be: Listed for extended coverage in combustible construction Full-scale fire tested in both wet and dry system scenarios Full-scale tested for use in wood truss construction Listed for specific roof slopes-.(Ref- Table A) The Specific Application Attic Sprin- klers provide the best level of pro- tection, and control cost by eliminat- ing the need for additional sprinklers and branchline piping. In many cas- es, an attic can be entirely protected with just one line of piping located be- low the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Direc- tional) or Model HIP Sprinklers, one line of either of these sprinkler types is sufficient at each area being cov- ered. For example and assuming the use of Standard Spray Sprinklers, a system in a 60 foot (18,3 m) wide attic, with up to a 12:12 roof pitch, designed to the 2007 edition of NFPA 13, would require seven branchlines to cover the main portion of the attic and several additional branchlines to cover the hip areas. With the Specific Application Attic Sprinklers, the required coverage can be obtained with just one branch- line running below the peak and one down each slope of the hip beam. This would result in approximately 90% less pipe needed for installation. This reduction in the number of branch- lines saves the cost of the pipe, fit- tings, hangers, and associated labor by eliminating up to five branchlines. Another important aspect of the Spe- cific Application Attic Sprinkler tech- nology is the reduction in system volume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly allow for quicker water deliv- ery times, eliminating the need for an accelerator. AUGUST 2014 - Ir TFP6IO TFP6IO Page 2 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4' 1-5/8 (57.2 mm) - [(41,3 mm) 13/16' (28,6 mm) (20,6 mm)[ 6 FLOW \FLOW iT2(54ym) 3 THREAD RELIEF 4iJiy 1/2 (1:217 mm) 3/4 NPT NOMINAL WRENCH FRAME CROSS MAKE-IN FLATS ARMS SECTION ELEVATION FIGURE A MODELS BB I, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION AMC SPRINKLERS I Components: I 1 - Body 5 - Compression 8 - Deflector I I 2 - Cap Screw 9 - Rivet I I 3 - Sealing 6 - Lever 10 - Diffuser I I Assembly 7 - Deflector 11 - Link I 4 - Saddle Frame Assembly 1-9/16' 2-1/4" (57,2 mm) _____________ 1-1/8" 10 11 9 ____________ (39,7 mm - (28,6 mm) 7 FLOW FLOW 2-1/2" -" (63, mm) FRAME ARMS WRENCH 1/2" 2 3 7/16" HEX NPT (11,1 mm) NOMINAL CROSS MAKE-IN SECTION ELEVATION FIGURE B MODELS BBI, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1-Frame 4 -Bulb I 2 - Button 5 - Compression I 3 - Sealing Screw I Assembly 6 - Deflector 2-1/4' (57,2 mm) (41,3 mm) 3/16" 1 -1/8" 1 (28,6 mm) )0,6 mm) FLOW FLOW T6 - 2-1/8" 4 7/16 (111mnJ 3 THREAD L RELIEF NOMINAL /NPT / MAKE-IN WRENCH FRAME FLATS ARMS CROSS SECTION ELEVATION FIGURE C MODELS BB1, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet Sealing 6 - Lever 10 - Link Assembly 7 - Deflector Assembly Saddle Frame 1-5/16 I I 2-1/8" (33.3 mm) (54,0 mm) H (33,4 mm) 10 FLOW 7 FRAME ARMS (76,2 mm) H/I 7/16 (11,1 mm) WRENCH 1/2' 2 1 NOMINAL HEX NPT CROSS MAKE-IN SECTION ELEVATION FIGURED MODELS SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring - 1-11/16 (42,9 mm) -1 IINKLER RAME (57,2 mm) 7 ENIC Ij 114 NPT 7/16(11,1 mm) NOMINAL MAKE-IN CROSS SECTION ELEVATION TFP61O Page 3 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2 (54,0 mm) r(50,8 mm) 1-1/16' 1-1/4' (27,0 mm) (31.8 mm) FLOW 3 THREAD RELIEF 7/16 (111,11 mm)J 1/2 NPT NOMINAL WRENCH FRAME -MAKE IN FLATS ARMS CROSS SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS The other cost reduction is the Listing of BlazeMaster CPVC for use in attic spaces to feed the wet system Spe- cific Application Sprinklers for Pro- tecting Attics, as well as to feed the wet system sprinklers below the ceil- ing. Traditionally, BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that do not require sprinklers. The cost of us- ing CPVC on those floors can now be translated to the upper floor even if sprinklers are required in the attic. There are four (4) models of the Spe- cific Application Sprinklers for Pro- tecting Attics - BB (Back to Back Dual Directional), SD (Single Directional), HIP, and AP (Attic Plus). The BB (Back to Back) and SD (Single Directional) Sprinklers have three (3) separate ver- sions that are used for different roof pitches. The pitches, as applicable, can vary from a minimum of 3:12 to a maximum of 12:12 (Ref. Table A). BB Sprinkler (Back to Back Dual Directional) The Model BB Specific Application At- tic Sprinkler (Figures A, B & C) throws a narrow but long pattern. The nar- row spacing along the ridge serves two purposes: the response time is reduced by placing the sprinklers no farther than 6 feet (1,8 m) apart, and the spray can be concentrated in the throw direction to obtain a pattern that will cover up to 30 feet (9,1 m) in each direction when measured horizontal- ly. There are three (3) different models (i.e., BB1, BB2, and BB3) that account for different roof slopes, and each model is provided in one of three dif- ferent orifice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Model SD (Single Directional) Specific Application Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, un- like the Model BB, the Model SD only throws in one direction. These sprin- klers are primarily used where shear walls or draft curtains have been in- stalled within an attic space. Another use is when the framing direction is parallel with the outside wall in the hip area (Ref. Figure 13). In this case, the SD (Single Directional) would be used on one side of the slope and AP Sprin- klers or Standard Spray Sprinklers would be used to protect the other side. The Model SD Sprinklers must be installed in a vertical upright orien- tation and not angled with the slope. (Achieving the vertical upright orien- tation may require the use of a swing joint if the SD Sprinklers are being fed from a line running along and paral- lel to the roof hip.) There are three (3) different models (SD1, SD2, and SD3) that account for different roof slopes. HIP Sprinkler The HIP Specific Application Attic Sprinkler (Figure E) covers the area of the hip in the attic. This is a slight- ly different concept than the BB (Back to Back) or SD (Single Directional). The HIP Sprinkler is located along the slope running down the hip, and throws a 90° pattern toward the out- side eaves. This pattern allows the water to "corner" and control the fire. The HIP does not throw much water directly up or down the hip, but rath- er it throws most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typically spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprin- kler, the framing must be perpendicu- lar to the outside wall (Ref. Figure 12) and the maximum throw cannot ex- ceed 28 feet (8,5 m) measured hori- zontally. The HIP, unlike the BB (Back to Back) and SD (Single Directional), is installed with the deflector parallel with the slope. There is only one mod- el with flows and pressures for two different spacings. TFP6IO Page 4 of 28 AP Sprinkler (Attic Plus) The AP Sprinklers are to be installed in the upright orientation with their de- flector parallel to the roof. The Model AP Sprinklers (Figure F) are intended to be used to provide protection of at- tic areas outside the scope of appli- cations for the BB, SD, or HIP Sprin- klers. The AP Sprinklers must only be used in conjunction with other Specific Application Attic Sprinklers, i.e., BB, SD, and HIP, or as permitted in other sections of this document. When used, the AP Sprinklers will pro- vide a hydraulic advantage over Stan- dard Spray Sprinklers for the protec- tion of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. I7-!CEI The Specific Application Sprinklers for Protecting Attics described here- in must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification £k5ianther (SlIM) 1Y4180* - BB1, K=8.0 TY4181* - BB2, K=8.0 TV4182* - BB3, K=8.0 TY3180* - BB1, K=5.6 TY3181* - BB2, K=5.6 TY3182° - BB3, K=5.6 TY2180 -BB1, K=4.2 TY2181 - BB2, K=4.2 TY2182 -6B3, K=4.2 TY3183* - SD1, K=5.6 TY3184* - SD2, K=5.6 TY3185* - SD3, K=5.6 TY3187* - HIP, K=5.6 TY3190 -AP, K=5.6 TY2190 -AP, K=4.2 * The "TY" prefix is a re-designation of the previous "C" prefix (e.g., TY4180 is a re-designation for C4180). Technical Data Approvals UL & C-UL Listed (These Approvals only apply to the service conditions indicated in the De- sign Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPTfor K=8.0 Discharge Coefficient K = 4.2 gpm/psi'2 (60,5 pm/bar112) K = 5.6 gpm/psi1"2 (80,6 pm/bar112) K = 8.0 gpm/psW2 (115,5 pm/bar112) Temperature Rating Intermediate Temperature as follows: -200°F (93°C) for BB (K4.2 & K8.0), HIP, AP -212°F (1 00°C) for BB (K5.6), SD Finish Natural Brass Physical Characteristics (Figures A, C & E) Frame ............................Bronze Button. ...... .............. Bronze/Copper Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Link...............................Monel Compression Screw .................Brass Deflector.....................Brass/Bronze Physical Characteristics (Figures B & 0) Body..............................Brass Cap..............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Saddle ............................Brass Link Assembly ......................Nickel Compression Screw .................Brass Deflector.....................Brass/Bronze Lever.....................Bronze Deflector Frame ............................Bronze Diffuser............................Brass Rivet ..............................Brass Physical Characteristics (Figure F) Frame .............................Brass Button............................Bronze Sealing Assembly ...........Beryllium Nickel w/TEFLON Bulb .....................Glass (3 mm dia.) Compression Screw .................Brass Deflector..........................Bronze Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that ex- pands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. BB (K=5.6) & SD (K=5.6) The fusible link assembly is comprised of two link halves which are joined by a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves sepa- rate, allowing the sprinkler to activate and water to flow. TFP61O Page 5 of 28 llnsallllafcioii The TYCO Specific Application Attic Sprinklers for Protecting Attics must be installed in accordance with this section. Do not install any bulb-type sprin- kler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diam- eter of the air bubble is approximately 1/16 inch (1,6 mm) for the 155°F (68°C) and 3/32 inch (2,4 mm) for the 200°F (93°C) temperature ratings. A leak-tight 1/2 inch NPT sprinkler joint should be obtained by applying a minimum-to-maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher lev- els of torque can distort the sprinkler inlet with consequent -leakage or im- pairment of the sprinkler. Step 1. Sprinklers must be oriented correctly as follows: Model BB Sprinklers are to be in- stalled in the upright vertical po- sition with the flow arrows on the deflector pointing down the two op- posing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical posi- tion with the flow direction arrow on the deflector pointing down the slope. The Model HIP Sprinklers are to be installed with the deflector at the top and with the sprinkler centerline perpendicular to the ridge of the hip roof and with the flow direction ar- rows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed angled so that its deflector is parallel with the slope of the hip ridgeline.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. There are no flow arrows on the deflector to consider; however, a good piping practice is to position all the Model AP Sprinklers so that their frame arms are in the same direction. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Note: With reference to Figure G, do not grasp the sprinkler by the deflector. _t WRENCH FLATS r?± ENGAGE 1 SPRINKLER THREAD RELIEF -, WITH WRENCH - JAW FLANGES WRENCH USE END \ JAW FLANGE MARKED--.---_ 'A" ONLY 1z FIGURE H W-TYPE 3 SPRINKLER WRENCH For Use with BB (K=8.0) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH USE END \. JAW FLANGE MARKED -' "A" ONLY FIGURE J W- TYPE 6 SPRINKLER WRENCH For Use with BB (11=4.2) Sprinklers Step 3. Wrench-tighten the sprinkler using only the wrenches shown in Figures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. *CH ENGAGE SPRINKLER THREAD RELIEF %USE END WRENCH FLANGES WRENCH JAW FLANGE ' "A" ONLY FIGURE K W- TYPE 20 SPRINKLER WRENCH For Use with HIP (K=5.6) Sprinklers WRENCH APPLY - HEX iz ENCH - TO WRENCH HEX ONLY ADJUST \\ WRENCH JAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For Use with BB (11=5.6) & SD (K=5.6) Sprinklers I WRENCH FLATS -______ ENGAGE / SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES SE U WRENCH END JAW FLANGE MARKED 'A' ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For Use with AP (K=4.2 & 5.6) Sp TFP6IO Page 6 of 28 Design Criteria Area of Use Roof structures, combustible and noncombustible, including wood joist/ rafters and wood trussed attics, with a ceiling below. System Type for BB, SD, HIP, or AP Wet using CPVC pipe Wet or dry using steel pipe Note: Use of the 4.2 K sprinklers in dry pipe systems is permitted by sec- tion 8.3.4.3 of NFPA 13 (2007 edition) where piping is corrosion resistant or internally galvanized. Hazard Light Hazard .BB, SD,- or HIP Allowable.Roof Span (Coverage) and Roof Pitch Refer to Table A for allowable roof spans and roof pitches, as well as for the associated minimum sprinkler flows and pressures. Figures 1, 2, 11 & 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans Up to 10 feet (3,1 m) of coverage at the eave(s) beyond the allowable roof spans for BB, SD, or HIP Sprinklers may be obtained by using a single row of AP Sprinklers (Ref. Figures 14A, 14B & 15). BB, SD, HIP, or AP Minimum Distance Between Sprinklers 4 feet (1,2 m) as measured along the branchline for BB and SD (Ref. Figure 3) 3 feet (0,9 m) as measured along the branchline for HIP (Ref. Figure 12) 7 feet (2,1 m) between AP Sprinklers BB, SD, HIP, or AP Maximum Distance Between Sprinklers 6 feet (1,8 m) on center along the branchline (Ref. Figures 3 & 12) for BB, SD, and HIP For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. BB, SD, HIP, or AP Minimum Distance to AP Sprinklers or Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 6 feet (1,8 m) from BB, SD, and HIP to Standard Spray Sprinklers As measured along the peak/ridge di- rection (Ref. Figure 4), 7 feet (2,1 m) from AP to Standard Spray Sprinklers In the slope direction (Ref. Figure 6), 26 feet (7,9 m) from BB or HIP Sprin- klers to AP Sprinklers or Standard Spray Sprinklers BB, SD, or HIP Deflector Installation Position Below Peak/Ridge or Deck For roof pitches of 4:12 (33%) to 12:12 (100%), 22 inches (558,8 mm) maxi- mum, 16 inches (406,4 mm) minimum (Ref. Figures 2 & 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) (only 4.2K Model BB), 12 inches (304,8 mm) maximum below the peak and a minimum of 1 inch (25,4 mm) below the bottom of top chord or solid wood rafter AP Deflector Position and - Roof Pitch 1 -to 3--inches (25,4 to 75,6 mm) below the bottom of the top chord or bottom of solid wood rafter, where the roof pitch is 3:12 to 12:12 and the top chord or solid wood rafter is a nominal 12 inches (600 mm) or less BB or SD Deflector Installation Position Above Scissor Truss 18 inches (457,2 mm) minimum (Ref. Figure 5) BB, SD, or HIP Minimum Distance Away from Trusses Attic Sprinklers must be installed 6 inches (152,4 mm) away from the face of trusses (Ref. Figure 7) SD Distance from Shear Wall or Draft Curtain 4 to 6 inches (101,6 to 152,4 mm) from face, and minimum 8 inches (203,2 mm) above bottom of draft curtain (Ref. Figure 2) Draft Curtains Draft curtains installed to permit the installation of Attic Sprinklers shall be constructed so as to not allow heat to escape through or above the draft curtain. The draft curtain may be constructed of 1/2 inch (12,7 mm) plywood. BB or HIP Maximum Distance from the Center Line of the Ridge 6 inches (152,4 mm) (Ref. Figure 8) with the deflector located 16 inches (406,4 mm) to 22 inches (558,8 mm) from the peak Use of UL Listed BlazeMaster CPVC Piping with Specific Application Sprinklers for Protecting Attics (Wet Systems Only) BlazeMaster CPVC piping may be used in a combustible concealed at- tic space requiring sprinklers when in- stalled in accordance with the follow- ing guidelines: Note: Where the use of non-combus- tible insulation is specified, verify with the insulation manufacturer as to the non-combustibility of the insulation. The non-combustible insulation (i.e., fiberglass) may be faced or unfaced. Where faced, the facing need not be non-combustible. The insulation is to have a flame spread index of not more than 25. Verify chemical compatibility of the insulation with BlazeMaster CPVC by consulting www.lubrizol.com. BlazeMaster CPVC may be used to feed the wet system ceiling sprin- klers on the floor below. There must be 6 inches (152,4 mm) of noncom- bustible insulation covering the hor- izontal or vertical pipe (Ref. Figures 9A, 913 & 9C) extending 12 inch- es (304,8 mm) on each side away from the centerline of the pipe, and the area-above the CPVC must be protected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceil- ing joist, the joist channel must be covered or filled with 6 inches (152,4 mm) of non-combustible in- sulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 9B). Insulation is for fire pro- tection purposes. It is not freeze protection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide instructions. With reference to Figure 19, Blaze- Master CPVC may be used exposed to feed wet system BB, SD, or HIP Sprinklers where: Risers are vertical and protected by a BB, SD, or HIP Sprinklers lo- cated at a maximum lateral dis- tance of 12 inches (304,8 mm) from the riser centerline BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline BB, SD, or HIP Sprinklers are on arm-overs and located at a max- imum lateral distance of 6 inch- es (152,4 mm) from the branchline centerline BB, SD, or HIP Sprinklers are on vertical sprigs attached to the branchline BB, SD, or HIP Sprinklers are on arm-over or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (152,4 mm) from the branchline centerline A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps TFP6IO Page 7 of 28 DRY PIPE ALLOWABLE SYSTEM MINIMUM MINIMUM PITCH, MAXIMUM MODEL K SIN ROOF SPAN, ee (a) (b) (e) FLOW, PRESSURE, Rise Over Run (/o) WATER F 1 m, gpm (1pm) psi (bar) DELIVERY TIME, Seconds 13131 8.0 TY4180 s60 (18,3) 38(144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) 13132 8.0 1Y4181 :s60 (18,3) 38(144) 22.6 (1,5) 7:12 (58)to less than 10:12 (83) (c) B63 8.0 1Y4182 m60 (18,3) 40(152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) 13131 5.6 1Y3180 >40 (12,2) to ~60 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) 13132 5.6 1Y3181 >40 (12,2) to 60 (18,3) 38 (144) 46.0(3,2) 7:12 (58) to less than 10:12 (83) (c) B83 5.6 1Y3182 >40 (12,2) to 60 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 1540 (12,2) 25(95) 20.0(1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 s40(12,2) 25 (95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 :s40 (12,2) 25(95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) 13131 4.2 TY2180 t520 (6,1) 13 (49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45 (d) B1324.2TY2181 20(6,1) 13(49) - _96(07_ 7:12 (58) to less than 10:12 (83) - 45(0)_ BB3 4.2 TY2182 m20 (6,1) 13(49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45 (d) SD1 5.6 1Y3183 >30(9,1) to 40 (12,2) 35 (132) 39.0 (2,7) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >30 (9,1) to :r40 (12,2) 35 (132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 1Y3185 >30(9,1) to :540 (12,2) 35 (132) 39.0 (2,7) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 >10 (3,0) to 30 (9,1) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 1Y3184 >10(3,0) to :530 (9,1) 25(95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >10 (3,0) to s30 (9,1) 25 (95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SD1 5.6 TY3183 :s10 (3,0) 19 (72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 slO (3,0) 19 (72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 s-10(3,0) 19 (72) 11.5 (0,8) 10:12 (83) to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to 28 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 1Y3187 20(6,1) 25 (95) 20.0(1,4) 4:12 (33) to 12:12 (100) (C) AP 5.6 TY3190 10 (3,1) x 12 (3,6) -See note (e) Minimum 7 psi (0,48 bar) Minimum 0.10 gpm/ft2 (4,1 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60 (d) AP 4.2 TY2190 3:12 (25) to 12:12 (100) 60 (d) Notes: (a) The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. )b) The HIP roof span is measured horizontally as shown in Figure 12. Refer to 2007 edition of NFPA 13, Section 7.2.3. Maximum water delivery time for all size of systems. (a) The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 ml parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS TFP6IO Page 80f28 BlazeMaster CPVC may be used exposed to provide wet system, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A & 17B) where: The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported ad- jacent to the AP Sprinkler, and ver- tical restraint is provided using the CPVC hanger support for horizon- tal pipe runs Vertical sprigs have a maximum exposed length of 10 feet (3,05 m), the AP Sprinkler is located at a maximum lateral distance of 12 inches (3304,8 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler A minimum 6 inches (152,4 mm) deep of non-Qombustibiejnsulatton extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Figure 17A). If the CPVC branchline is located inside the ceiling joist, the joist channel must be covered or filled with a minimum of 6 inches (152,4 mm) deep of noncombustible insula- tion on top of the branchline feed- ing the AP sprigs (Refer to Figure 17B). Insulation is for fire protection purposes. It is not freeze protec- tion. Additional depth of non-com- bustible insulation may be added to reduce the exposed length of the AP sprigs. A minimum lateral distance of 18 inches (450 mm) is maintained be- tween the CPVC pipe and a heat producing device such as heat pumps, fan motors, and heat lamps Mismatched Slopes Refer to Figure 10. Obstructions For BB, SD, and HIP, refer to Figure 16. For AP Sprinklers, refer to Figure 18. BB, SD, HIP, and AP Sprinklers may be installed directly on maximum 2-1/2 inch NPS (DN65) branch lines without the need for sprigs. See the 2007 edition of NFPA 13, 8.8.5.2 for requirements when installed on pipe greater than 2-1/2 inch NPS (DN65). Hydraulic Requirements Refer to Figure 20. To Determine the Correct Flow and Pressure For BB, SD, or HIP Sprinklers, deter- mine the roof span (measured hori- zontally) and the slope of the roof, and then refer to Table A. There is no in- terpolation of the flow and pressure shown. Round all cases to the next higher spacing. For example, a 45 feet (13,7 m) span with the BB1 (K=8.0) would be calculated at the 60 feet (18,3 m) span. For the AP Sprinklers, the minimum design pressure is 7 psi, and the mini- mum design density is 0.10 gpm/ft2 (4,1 mm/mm). The NFPA 13,20 psi (1,4 bar) minimum operating pressure for Standard Spray Sprinkler spacings parallel to the ridge that are above 8 feet (2,4 m) does not apply to the AP. Coverage Area Coverage area for the BB (Back to Back) Sprinklers is determined by twice the distance of the furthest throw measured along the slope multiplied by the distance along the branchline (maximum distance along branchline is 6 feet [1,8 m] re- gardless of the length of the throw). Note The distance along the branch- line may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maxi- mum depending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without additional Standard Spray Sprinklers. Coverage area for the SD (Single Di- rectional) Sprinklers is the distance along the branchline multiplied by the distance of the throw down the slope. Regardless of the throw, the maximum distance along the branchline is 6 feet (1,8 m), the max- imum throw measured horizontally is 40 feet (12,2 m), and the maxi- mum coverage per sprinkler is 400 ft2 (37,2 m2). Coverage area for the HIP Sprin- klers is the distance down the larger slope multiplied by two, and multi- plied by the distance between the sprinklers as measured along the slope of the hip. Coverage area for the AP (Attic Plus) Sprinklers is the distance along the branchline multiplied by the dis- tance between the branchlines. The maximum spacing is 10 feet (3,1 m) perpendicular to the slope and 12 feet (3,6 m) parallel to slope, and as measured on the slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-B-3. The maximum spacing per sprinkler is 120 ft2 (11,1 m2). Design iaide tin es To design a project with attic sprin- klers use these steps as a guideline: Determine if single, dual directional or hip sprinkler is needed. Determine the roof slope is between 3:12 to 12:12. If more than one slope is being used on a project, select the correct sprinkler for each area. Follow the guidelines for each type of sprinkler. Calculate the sprinkler system in ac- cordance with the appropriate flow and pressure information provid- ed in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BBSprinklers. (Back to Back Dual Directional) Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13). Determine the throw needed (see spacing requirements in Table A). If over 20 feet (6,1 m) and up to 60 feet (18,3 m) is required, use the 8.0 K-factor, BB Sprinklers to reduce the pressure required. If pressure is not a concern, use the 5.6 K-fac- tor, BB Sprinklers to minimize over discharge. If less than 20 feet (6,1 m) is re- quired, use the 4.2 K-factor, Back to Back Dual Directional to minimize pressure and flow requirements Determine the distance along the slope. If the distance is not equal, use the longer side. Multiply the lon- ger side by two to determine the spacing down the slope. Four hun- dred divided by this value will de- termine the maximum spacing along the ridge. The maximum dis- tance is 6 feet (1,8 m). For exam- ple, a 12:12 slope at the maximum span of 60 feet (18,3 m) will produce a slope length of approximately 42.5 feet (13,0 m). That number multi- plied by two produces an 85 feet (25,9 m) throw. Four hundred square feet maximum divided by an 85 feet (25,9 m) throw only allows a 4 feet 8 inches (1,4 m) spacing along the ridge. Using the maximum spacing, space the sprinklers along the ridge. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. TFP61O Page 9 of 28 For SD Sprinklers (Single Directional) Determine the throw needed As the 400 ft2 (37,2 m2) is not a fac- tor with the SD Sprinklers, the max- imum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 & 11). (The reason 400 ft2 is not an issue with the single di- rectional is because, at its max- imum spacing, 6 feet [1,8 m] on center / covering 40 feet [12,2 m] flat / a 12:12 slope / and the throw being 56.5 feet [17,2 m], the 400 ft2 [37,2 m2] maximum would not be exceeded.) Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. For HIP Sprinklers Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, cover that area with AP Sprinklers or Standard Spray Sprin- klers (Ref. Figure 13) From the intersection of the top of the hip and the ridge, the maximum distance down the slope of the hip is 3 feet (0,9 m). Start the layout with the first sprinkler as close to that point as possible, but no further, while staying 6 inches (152,4 mm) away from the face of the truss- es. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Continue to space sprinklers down the hip at a maximum of 6 feet (1,8 m) on center as measured along the slope of the hip. When the bottom of the hip is encountered, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as mea- sured flat (plan view). If this pipe is "cut to fit", remember to account for the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view must be ac- counted for. Avoid obstructions as shown in Fig- ure 16. If necessary, add Model AP Sprinklers or Standard Spray Sprin- klers to maintain coverage around obstructions. Care and Wilaffinitenance The TYCO Specific Application Sprin- klers for Protecting Attics must be maintained and serviced in accor- dance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and notify all personnel who may be affect- ed by this action. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national code. Sprinklers that are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied sprinklers must be replaced. Over-heated solder type sprinklers must be replaced. Bulb-type sprin- klers that have been exposed to cor- rosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Refer to In- stallation Section.) Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering 1rocedire Contact your local distributor for avail- ability. When placing an order, indi- cate the full product name and Part Number (P/N). r%rirIIdcr Assemblies with 13131 (K=5.6), TY3180 ..................P/N 50-601-1-212 BB2 (K=5.6), TY3181 ..................P/N 50-602-1-212 1383 (K=5.6), TY3182 ..................P/N 50-603-1-212 B131 (K=4.2), TY2180 ..................P/N 50-620-1-200 BB2 (K=4.2), TY2181 ..................P/N 50-621-1-200 BB3 (K=4.2), TY2182 ..................P/N 50-622-1-200 SO1 (K=5.6). TY3183 ...................P/N 50-611-1-212 SD2 (K=5.6), TY3184 ...................P/N 50-612-1-212 S03 (K=5.6), TY3185 ..................P/N 50-613-1-212 HIP (K=5.6), TY3187 ..................P/N 51-620-1-200 AP (K=5.6), TY3190 ..................P/N 50-625-1-200 AP (K=4.2), TY2190 ..................P/N 50-624-1-200 Sprinkler Wrench Specify: W-Type 3 Sprinkler Wrench, P/N 56-895-1-001 Specify: W-Type 20 Sprinkler Wrench, P/N 56-000-1-106 Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387 The owner is responsible for the in- I. ,- . ..... NPT Thread Connections spection, testing, and maintenance of Specify: Model (specify), (specify) K- their fire protection system and devic- factor, SIN (specify), Specific Applica- es in compliance with this document, tion Attic Sprinkler, P/N (specify): as well as with the applicable stan- dards of the National Fire Protection B131 (K8.0), Association-(e.g., NFPA 25), in addition TY4180 ..................P/N 51-623-1,20.0....... - -. to the standards of any other authori- B52 (K8.0) ties having jurisdiction. Contact the in- 1Y4181 ...................P/N 516211200 stalling contractor or product manu- 13133 (K=8.0) facturer with any questions. TY4182 ..................P/N 516221200 TFP6IO Page 10 of 28 ROOF SPAN (COVERAGE) —j SEE FIG.11 BACK TO BACK SPRINKLER STANDARD SCISSOR 4-12 TRUSS TRUSS N FIGURE 1 6'-0 (183 m) MAXIMUM_______ 4-0 (122 m) MINIMUM 77— 11 11 11 H - BBorSDATTIC - H H IISPRINKLERSH H RIDGE H H BRANCH H H LINE I ii TRUSS — H CEILING H FIGURE 3 6 (152,4 mm) MAX. ROOF SPAN 4' (101,6 mm) MIN. I H (COVERAGE) FROM WALL DECK rAP or STANDARD / SPRAY SPRINKLER SINGLE DIRECTIONAL SPRINKLERS 22" (558,8 mm) MAX. SEE I // FIG 11 F 16" (406,4 mm) MIN. _ BOTTOM OF SHEATHING1rAFT 8" TAIN FULL WALL TO DECK DECK (203 ,2 mm FIGURE 2 7-0' (2,1 m) MIN. FOR AP SPRINKLERS 6-0" (1,8 m) MINIMUM FOR STANDARD SPRAY SPRINKLERS II II \ II - . AP0rSTANDARD II. ATTIC II - ". II SPRAY SPRINKLER II SPRINKLER—,' r—N RIDGE BRANCH H H LINE ii I TRUSS CEILING I FIGURE 4 22' (558,8 mm) MAX. BB. SD Or HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -or- FOR A ROOF PITCH STANDARD LESS THAN 4:12(33%), TRUSS 18 MIN. (457,2 12' (304,8 mm) MAXIMUM mm) BELOW PEAK AND 1 (25,4 mm) MINIMUM /I BELOW BOTTOM OF TOP CHORD OR SCISSOR RAFTER //i/ TRUSS 26-0' (7,92 m) MINIMUM BE, SD or HIP ATTIC SPRINKLER AP or STANDARD SPRAY SPRINKLERS FIGURE 5 FIGURE 6 6" (152,4 mm) 6' (152,4 mm) MINIMUM MAXIMUM H BB, SDorHIP II H HSPRINR II RIDGE II II H BRANCH H ii Ii II LINE H II I II II Ii II H TRUSS 'U H 1 CEILING II II I II II II II H II / H 22 (558,8 mm) MAX, 16" (406,4 mm) MIN. BOTTOM OF SHEATHING BB or HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 TFP61O Page 11 of 28 —12" MIN—H-12' MIN—I ATTIC (30 I 4,8 mm) (304,8 mm) I SPRINKLER I I PROTECTED 6' MIN. SPACE (152,4 mm) CEILING/ I NON-COMBUSTIBLE INSULATION FOR FIRE JOIST PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE 6" MIN. (152,4 mm)4 CPVC PIPE CEILING JOIST \ & FITTINGS SPRINKLER CEILING FIGURE 9B NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED SPACE VERTICAL RISE 6" MIN. (152,4 mm) CEILING JOIST PVC PIPE ELEVATION CEILING CHANGE H\ & FITTINGS CEILING FIGURE 9C FIGURE 9 NON-COMBUSTIBLE INSULATION FOR THE PROTECTION OF CPVC PIPE SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN 8' MIN. (SHOWN) (203,2 mm) OR FULL WALL TO ROOF DECK ZA WHEN ANGLE "A" DOES NOT EQUAL ANGLE "B" FIGURE 10 PERMITTED USE OF ATTIC SPRINKLERS FOR MISMATCHED SLOPES AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE \ BB,SDorHIP COVERAGE ON HORIZONTAL CEILING JOIST MAXIMUM 2" (50 mm) VENT PERMITTED TOP OF INSULATION ROOF JOIST OR TOP CHORD AP or STANDARD SPRAY SPRINKLER COVERAGE ON SLOPE BB, SDorHIP J COVERAGE ON HORIZONTAL NON-COMBUSTIBLE ROOF JOIST INSULATION OR TOP CHORD FIGURE 11 COVERAGE STARTING POINTATEAVE TFP6IO Page 12 of 28 G.1iJ i- 7-6" (2,3 m) MAX. HORIZONTAL mTii - I liii I HIP SPRINKLERS I I I I I I I I BACK I PROTECT AREA ON - - - - I I I I I I TO BACK I BOTH SIDES OF -_ - - - - I I I I SPRINKLERS FIGURE 12 HIP RIDGE L I I I I I I I I HIP ROOF INSTALLATION RAFTERS - - - - - -I WITH RAFTERS FRAMED — IN HIP SLOPE HIP — - I I I I I I I I I I I I I I I II III AREA PERPENDICULAR LSLOP ----I I I I ROOF I PERPENDICULAR TO TO OUTSIDE WALL SLOPE OUTSIDE WALL (SHOWN WITH HIP hl SPRINKLERS PROTECTING OUTSIDE __I__I RIDGE LINE HIP SLOPE & ADJACENT MAXIMUM WALL - - 28-0" (8,5 m) AREAS TO HIP SLOPE) HORIZONTAL HIP RIDGES 6-0" (1,8 m) MAX. 3-0" (0,9 rn( SEE FIG. 11 j 3-0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE 6-0" (1,8 m) MAX. -h- 6-0" (1,8 m) MAX. STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE BACK AREA WHEN TRUSSES TO BACK ARE FRAMED PARALLEL TO OUTSIDE WALL I I I SPRINKLERS I I I 1 10 HIP I I. f - - - ROOF TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL \ SLOPE OUTSIDE WALL -4 I Q I SINGLE RIDGE LINE DIRECTIONAL 3-0 (0,9 m) SPRINKLERS I I — MAX. ON HIP SLOPE HIP RIDGES 3-0' (09 m) MAX. CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13A HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE) WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) MAXIMUM 40-0" (12,2 m) HORIZONTAL ROOF SPAN (COVERAGE) FIGURE 13B HIP ROOF INSTALLATION WITH TRUSSES FRAMED PARALLEL TO OUTSIDE WALL (SHOWN WITH STANDARD SPRAY OR AP SPRINKLERS IN HIP SLOPE & ADJACENT AREAS TO HIP SLOPE) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL WHERE AN AREA (SHOWN NON-SHADED) IS PROTECTED WITH AP SPRINKLERS, CPVC MAY BE USED FOR CEILING PROTECTION BELOW (SEE PAGE 6) 6-0" (1,8 m) MAX. IT BACK TOBACK \PI SPRINKLERS 1 I SLOpE F 1riV\ I A ROOF I I 10 I1/1, SLOPE I \\ I I I/I I I RIDGE LINE 1 101 CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) TFP6IO Page 13 of 28 Attic Spaces Greater Than 60 Feet (18,3m) up to 80 Feet (24,4m) Wide, (Ref. Figures 14 & 15) Only 8.0 K, BB Sprinklers in conjunction with AP Sprinklers or Standard Spray Sprinklers can be used to protect attics up to 80 feet (24,4 m) wide. NOTE Attics over 80 feet (24,4 m) wide must use Standard Spray Sprinklers throughout because Attic Sprinklers have not been tested in this scenario. For single ridge construction (Ref. Figure 14A & 1413), use 8.0K, BB Sprinklers to protect the center portion. AP Sprinklers (Ref. Fig. 14A) or Standard Spray Sprinklers (Ref. Fig. 143) are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers. For hip roof construction (Ref. Figure 15), use 8.0K, BB Sprinklers in the center portion and HIP Sprinklers can be located down the entire hip. AP Sprinklers or Standard Spray Sprinklers are then used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m) span of the 8.0K, BB Sprinklers, and the maximum allowable horizontal coverage of the HIP Sprinklers. ISEE FIG. 11 ISEE FIG. ii] SD SPAN (TABLE A) BB SPAN I (TABLE A) AP I I (3,05m) I BB ATTIC I SPACED . (3,05m) - I AP 6-0' SPRINKLER 8-0" (2,4 m) AP SPRINKLER 6-0" SD ATTIC 10-0 MAX. I SPRINKLERS 10-0 MAX. I MAX 7/' " 7-0" (1,8 m) ON CENTER MAX. SPRINKLER (1,83 m) TO COVERAGE (183 m) SPRINKLER /\ COVERAGE MAX. _ 6' 0" MAX AP (1,83 m) SPRINKLERS 7 6-0" MAX. 4-0" MIN. SPACED (1,83m) ] (122 m) ON CENTER 8-0" (2,4 m) 4'-0 MIN. TO \\// _____________ 7-0' (1,8 m) FIGURE 14A FIGURE 14B BACK SPRINKLERS T 101-01, O BACK (3,0 SPRINKLERS HIP RIDGES 10-0" (3,0 m) AP SPRINKLERS RIDGE AT THE EAVES - LINE o PERIMETER -Ji[R11F PROTECTION - O ' SLOPE AREA - BB - SPAN (TABLE A) 10'-o,, i oi i 101 (3,0 M) BE USED IN SHADED F(2 -0" I J L CPVC PIPE MAY to 10'-O" I N AREA FOR CEILING ,1 mt03,Om) PROTECTION BELOW CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15 TFP6IO Page 14 of 28 BB ATTIC SPRINKLER 3-1/2 MIN. (88,9 mm) AIR SPACE / 36' MIN. (914 ,4 mm) NO c //INN 6" MAX. ADDITIONAL \ // (152,4 mm) i X~ SPNKLER REQLIRED i BB ATTIC ANY SPRINKLER DISTANCE GREATER THAN 6" (152,4 mm) ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE j 14AOP14B) '., FIGURE 16A FIGURE 16B There can be a maximum 6 inch (152,4 mm) high Horizontal Obstruction as long as it is 36 inches (914,4 mm), measured vertically, below the Attic Sprinkler. If the obstruction is closer or larger, there must be a sprinkler on the other side of the obstruction. Reference Figures 16A and 16B. This criteria does not limit the top chord of the trusses or the depth of the rafter, but does limit the obstructions that run across the trusses or rafters. Dimension A Distance B Additional Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond Obstruction All Vertical Obstructions <6(152,4 mm) YES 1/2-1 (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10(203,2 mm-254o mm) 5-0(1,52 m) NO 10-20 (254,0 mm-508,0 mm) 10-0 (3,05 m) NO 20-30" (508,0 mm-762,0 mm) 15-0' (4,57 m) NO 30-40" (762,0 mm-1 016,0 mm) 20-0" (6,10 m) NO 4048" (1016,0 mm-1219.2 mm) 25-0" (7,62 m) NO >48" (1219,2 mm) Any Distance I YES 6" (152,4 mm) MINIMUM NO ADDITIONAL SPRINKLER REQUIRED \L_'-o" (1,2 m) \\ MAXIMUM \\// FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER ADDITIONAL AP OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE 14A OR14B) .7/f 36" (914,4 mm) MINIMUM 36" (914,4 mm) MINIMUM GREATER THAN 4'-0"(1,2 m) FIGURE 16D If the Horizontal Obstruction is below the sprinkler, there must be 6 inches (152,4 mm) clearance over the top of the obstruction, and the obstruction must be 4 feet (1,2 m) or less in width to allow water to pass both over and under the obstruction. The clearance is measured perpendicular to and from the bottom of the rafter. If there is not 6 inches (152,4 mm) of clearance above the obstruction, a sprinkler must be located on the other side of the obstruction. If the obstruction is greater than 4 feet (1,2 m) in width, a sprinkler must be added below the obstruction. Reference Figures 16C and 16D, where the maximum spacing for AP Sprin- klers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). DIMENSION A F Y^a PER TABLE DIMENSION PE ADDITIONAL AP R TABLE OR STANDARD SPRAY \\ SPRINKLER REQUIRED - (LOCATE PER FIGURE 14A0R14B) N FIGURE 16E For Vertical Obstructions, the maximum dimension of the obstruction is its width and the horizontal distance away from the obstruction is measured horizontally. FIGURE 16 (1 OF 2) OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as BOTTOM TFP6IO Page 15 of 28 Figure 16F Area Outside of Mechanical Space or Similar Compartmental Space When a BB Sprinkler is 36 inches (914,4 mm) or greater above the space, and 36 inches (914,4 mm) or greater clearance above the space is present, additional sprinklers are not needed. When a BB Sprinkler is a 36 inches (914,4 mm) or greater above the space, and a 12 to 36 inches (304,8 mm to 914,4 mm) clearance above the space is present, Intermediate Level Standard Sprinklers are to be installed to protect the obstructed area. Otherwise, the area beyond the mechanical space is to be protected as shown by installing Standard Spray Sprin- klers as necessary - OR - by constructing a shear wall and installing SD Sprinklers. Note: In all cases, the mechanical space or similar compart- mented space is to be sprinklered per its respective hazard rating and separated from the light hazard attic space by construction that has a fire resistance rating based on the water supply duration required for the hazard rating within the mechanical space or similar compartmented space. BB ATTIC SPRINKLER 36' (914,4 mm) OR GREATER NO 36(914,4mm) ADDITIONAL SPRINKLERS OR GREATER REQUIRED zz~ STANDARD MECHANI( SPRAY SPRINKLER I SPACE 4" (101,6 mm) TO 6' (152,4 mm) TYP. I 8 mm) TO 36' (914,4 mm) 36' (9) j OR GREATER 12' (304> Y X INTERMEDIAT LEVEL E BB ATTIC STANDARD SPRA \ SPRINK ER SPRINKLER T Nf \ STANDARD MECHANICAL 4" (101,6 mm) TO SPRAY SPRINKLER SPACE 6" (152,4 mm) TF BB ATTIC SPRINKLER STANDARD SPRAY SPRINKLER LESS THAN 1308mm) / Figure 16G Piggyback Trusses When a BB Sprinkler can be installed below or between stiffeners and maintain the 16 to 22 inch (404,4 to 558,8 mm) distance to the peak, as well as the "V" and "H" clear- ance to the stiffeners, additional sprinklers are not required. When the stiffeners are located a minimum of 12 inches (304,8 mm) below the BB Sprinkler, the stiffeners are 7-1/2 inches (190,5 mm) maximum in width, the openings are 12 inches (304,8 mm) minimum, and there is 70% minimum open area, additional sprinklers are not required. Otherwise, additional sprinklers are required as shown. io- H B81 13132 083 0'0"0" V+15" v+io" I V+8" STIFFENERS TOP OF BB ATTIC DEFLECTOR SPRINKLER BB ATTIC N 70% MINIMUM SPRINKLER ,V',/NNN OPEN AREA STIFFENERS 3-1/2" MIN. 12" MIN. (88,9 mm) AN.. (304,8 mm) AIRSPACE - 7-1 MAX,_ 12" MIN. (190,5 mm) (304,8 mm) BB ATTIC LESS THAN SPRINKLER OR 70% OPEN AREA, STANDARD SPRAY OPENINGS LESS THAN SPRINKLER 12" (304,8 mm) WIDE, OR STIFFENERS INTERMEDIATE GREATER THAN LEVEL 7-1/2" (190,5 mm) STANDARD SPRINKLER -,.. / WIDE / I MECHANICAL SPACE I I NIX PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY PROTECT WITH SINGLE SINGLE INSTALL SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER FIGURE 16 (2 0F2) OBSTRUCTIONS TO WATER DISTRIBUTION — BB, SD & HIP (Obstructions to Water Distribution for Attic Sprinklers Differ from Standard Sprinklers as Shown) MAX __- AP Th 0 ' SPRINKLER AP m, - SPRIG j1- - 6' MIN. -JOIST \ r (152.4 mm) - AP SPRINKLER AP 10-0 MAX. SPRIG (3,0 m) 6' MIN. r- JOIST I fj (152,4 mm) TFP6IO Page 16 of 28 FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 12" MIN. I _ 12" MIN. 12' MIN, / 12' MIN.j (304,8 mm) / (304,8 mm) (304,8 mm) (304,8 (304,8 mm) / I / NON-COMBUSTIBLE NON-COMBUSTIBLE INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B 09m) .- - I ', SPRINKLER AP I -- SPRINKLER -! - AP 10'-0MAX. AP c'\-' SPRIG (3,0 m) J----- SPRIG FIGURE 17B EXPOSED CPVC WITH AP SPRINKLERS AND JOIST JOIST BRANCHLINE WITHIN JOISTS 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A 6" MIN. / NON-COMBUSTIBLE mm (152,4 ) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B OBSTRUCTION LA AP SPRINKLER A~ D 3Cor3 D A 24' (609,6 mm) (Use dimension C or 0, whichever is greater) ELEVATION VIEW OBSTRUCTION AP SPRINKLER PLAN VIEW Minimum Horizontal Vertical Distance Distance Below Deflector (A) (8) (~152,4 mm) 176,2 mm) >6" to 9" (>152,4mm to 228,6 mm) )101,6 mm) >9' to 12' 6' (>228,6 mm to 304,8 rnm) (88,9 mm) >12' to 15' 6" (>304,8 mm to 381.0 mm) (203,2 mm) >15" to 18" 9-1/2' (>381,0 mm to 457,2 mm) (241,3 mm) >18't024' 12-1/2' (>457,2 mm to 609,6 mm) (317,5 mm) >24" to 30' 15-1/2 (>609,6 mm to 762,0 mm) (393,7 mm) >30" 1(>762,0 mm) (457,2 mm) FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS S AP PRINKLER OBSTRUCTION OBSTRUCTION TFP61O Page 17 of 28 A=6" (150 mm) MAX. A 'A B=12(300 mm) MAX. B A ANGLE SPRIG VER11CAL SPRIG DIRECT MOUNT V TIC ICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding-sprinklers.-More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is lim- ited to 3000 ft2 (279 m2) in any single area. Areas must be separated by a minimum of 15 feet (4,6 m) by an area protected by BB, SD,or HIP Sprinklers, in order to be considered separate areas. The hydraulic calculations have been divided into three parts as follows: FIGURE 20-A: "Attics Protected Entirely By BB, SD, and HIP Attic Sprinklers". 20-A-1 (Page 18) BB Sprinklers 20-A-2 (Page 18) BB and HIP Sprinklers 20-A-3 (Page 19) BB and SD Sprinklers 20-A-4 (Page 19) SD Sprinklers 20-A-5 (Page 19) SD and HIP Sprinklers 20-A-6 (Page 19) HIP Sprinklers FIGURE 20-B: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-B-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-B-2 (Page 20) BB Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction 20-B-3 (Page 21) BB Sprinklers & AP Sprinklers At The Hip 20-B-4 (Page 21) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip 20-B-5 (Page 22) BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, or at an Ell 20-B-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization 0 MODEL BB MODEL So MODEL AP BACK TO BACK t? SINGLE DIRECTIONAL MODEL HIP Q OR STANDARD SPRAY FIGURE 20 HYDRAULIC CALCULATIONS DRY SYSTEM SHOWN RIDGE 10 - ----- y TFP6IO Page 18 of 28 FIGURE 20-A- 1. BB SPRINKLERS Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). DRY SYSTEM SHOWN DRY SYSTEM SHOWN FIGURE 20-A-2. BB AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most de- manding seven sprinklers, and then calcu- late the most demanding contiguous nine sprinklers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. TFP61O Page 19 of 28 FIGURE 20-A-3. BB AND SD SPRINKLERS Wet Systems - Calculate the most de- manding five BB Sprinklers plus two SD Sprinklers. Dry Systems - Calculate the most de- manding seven BB Sprinklers plus up to two SD Sprinklers (see adjacent figure). L OBSTRUCTION RIDGE o -- -- DRY SYSTEM SHOWN FIGURE 20-A-4. SD SPRINKLERS Wet Systems - Calculate the most de- manding fiye SD Sprinklers. Dry Systems - Calculate the most de- manding nine SD Sprinklers (see adja- cent figure). RIDGE A I IL I * A A I I I WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-5. SD AND HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers. Dry Systems - Calculate the most demand- ing nine sprinklers with a maximum of seven to be SD Sprinklers (see adjacent figure). 1J\ RIDGE au A a a a a a tT T I I T I Q WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN FIGURE 20-A-6. HIP SPRINKLERS Wet Systems - Calculate the most de- manding five sprinklers (see adjacent fig- ure). Dry Systems - Calculate the most de- manding nine sprinklers. WET SYSTEM SHOWN TFP6IO Page 20 of 28 FIGURE 20-B- 1. SD SPRIN- KLERS & AP SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most de- manding calculation. Dry Systems - Calculate the most demanding nine SD Sprin- klers, and then calculate the most demanding seven AP Sprinklers. Use the most demanding calcu- lation (see adjacent figure). & I I I I A A A A I A A * RIDGE —0 0 0 0 0 0 0 0 0— T T T T I I I I I I I WALLS OR DRAFT CURTAINS DRY SYSTEM SHOWN FIGURE 20-B-2. 88 OR SD SPRINKLERS & AP SPRIN- KLERS AT THE EAVES OR BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprinklers plus up to two most demanding AP Sprinklers (see adjacent figures). o o 0 0 0 0 0 RIDGE DRY SYSTEM SHOWN - ------------ o71 OBSTRUCTION RIDGE DRY SYSTEM SHOWN 0 0 0 0 0 0 0 A A A I I A I * I Al DRY SYSTEM SHOWN AREA 2 AREA 1 AREA 3 —j WITH AP - WITH BB - WITH AP SPRINKLERS SPRINKLERS SPRINKLERS MINIMUM SEPARATION 15'-0' (46 m) DRY SYSTEM SHOWN STAGGERED SPACING WHEN MORE THAN ONE ROW 1F..L -- ------o- - -o- WALL OR DRAFT CURTAIN AREA 2 AREA 1 AREA 3 WITH AP WITH BB & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-0' (4,6m) TFP6IO Page 21 of 28 FIGURE 20-B-3. BB SPRINKLERS & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then cal- culate the most demanding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2 in adjacent upper figure). Use the most de- manding calculation. FIGURE 20-B-4. BB SPRIN- KLERS, SD SPRINKLERS, HIP SPRINKLERS, & AP SPRIN- KLERS AT THE HIP Where the total number of AP Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding AP Sprinklers (Of the nine BB, SD, or HIP Sprin- klers, calculate up to a maximum of seven BB Sprinklers, see adja- cent upper figure). Where the total number of AP Sprinklers at the hip is greater than four: Wet Systems - Calculate up to the most demanding five BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers(e.g., Area 2). Use the most demanding calculation. Dry Systems Calculate up to the most demanding nine BB, SD, or HIP Sprinklers plus the two most demanding AP Sprinklers, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers (e.g., Area 2). Use the most demanding calculation. FIGURE 20-B-5. BB, SD, OR HIP SPRINKLERS & AP SPRINKLERS IN DORMER, AT CROSS, AT A HIP; ORATANELL Where the quantity of AP Sprin- klers in each dormer, cross, or ell is four or less (see adjacent fig- ure) and all of the dormers, cross- es and ells meet the maximum four AP Sprinkler criteria, calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demanding AP Sprinklers in the dormer, cross, or ell that is adjacent to the BB, SD, or HIP Sprinklers-that are being included in the demand calculation. Where the quantity of AP Sprin- klers in any dormer, cross, or ell is greater than four, refer to Figure B- 3. SP (4 AP 'JKLERS LESS) TFP6IO Page 22 of 28 FIGURE 20-B-6. BB, SD, OR HIP SPRINKLERS & AP SPRINKLERS SEPARATED BY COMPARTMENTALIZATION Wet Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru 5-4, and then calculate the most de- manding area up to 1500 ft2 (137 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). Dry Systems - Calculate the BB, SD, or HIP Sprinkler de- mand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calculate the most de- manding area up to 1950 ft2 (181 m2) having AP Sprinklers. Use the most demanding cal- culation (see adjacent figure). 0 o 0 "\ RIDGE 0 -0 0 0 0 0- oo/ /o 0 / WALL /oo \olo/ \V DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING —0---0--4--*--0---0--*-- TFP6IO Page 23 of 28 FIGURE 20-C- 1. SD SPRINKLERS & STANDARD SPRAY SPRINKLERS AT THE RIDGE Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding calculation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most demand- ing seven Standard Spray Sprinklers. Use the most demanding calculation (see adjacent figures). (UK IPJN DRY SYSTEM SHOWN FIGURE 20-C-2. BB SPRINKLERS & STANDARD SPRAY SPRINKLERS BEYOND AN OBSTRUCTION Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers (see adjacent figures). RIDGE L DRY SYSTEM SHOWN TFP6IO Page 24 of 28 FIGURE 20-C-3. BB SPRINKLERS & STANDARD SPRAY SPRIN- KLERS AT THE HIP Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB Sprinklers plus up to two most demanding Stan- dard Spray Sprinklers, and then calculate the most demanding re- mote design area (including all sprinkler types) per NFPA 13 (i.e., area reduction for quick response and 30% increase for sloped ceil- ings). Use the most demanding calculation. Dry Systems - Calculate the most ..demanding seven .BB Sprinklers plus up to two most demanding Stand Spray Sprinklers, and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings and 30% increase for dry systems). Include all sprinkler types within this area (see adjacent figure). Use the most demanding calculation. FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION 0 ' I "So 0 0 :o o /oo _ DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ, FT. DRY SYSTEM SHOWN FIRST CALCULATION 0 DRY SYSTEM SHOWN TFP61O Page 25 of 28 FIGURE 20-C-4. BB SPRINKLERS, SD SPRINKLERS, HIP SPRINKLERS, & STANDARD SPRAY SPRINKLERS AT THE HIP Where the total number of Standard Spray Sprinklers at the hip is four or less: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of standard spray sprinklers at the hip is greater than four: Wet Systems - Calculate the most demanding five BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers, and then calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most de- manding calculation. Dry Systems - Calculate the most de- manding nine BB, SD, or HIP Sprin- klers plus up to two most demanding Standard Spray Sprinklers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry sys- tems). Include all sprinklers types with- in this area (see adjacent figure). WALL OR DRAFT CURTAIN SECOND CALCULATION P - 00 FT ri - DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT TFP6IO Page 26 of 28 FIGURE 20-C-5. BB, SD, OR HIP SPRINKLERS & STANDARD SPRAY SPRINKLERS IN A DORMER, AT A CROSS, AT HIP, OR AT AN ELL Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see adjacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, calculate the At- tic Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, plus up to two of the most demand- ing standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprinklers that are being in- cluded in the demand calculation. Where the quantity of standard spray sprinklers in any dormer, cross, or ell is greater than four, refer to Figure C-3. STANDARD SPRAY 0 SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) STANDARD SPRAY SPRINKLERS (4 OR LESS) FIGURE 20-C-6. BB, SD, OR HIP SPRINKLERS & STANDARD SPRIN- KLERS SEPARATED BY COMPART- MENTALIZATION Calculate the Attic Sprinkler demand as described in Part A-i thru A-6 or Part C-i thru C-4, and then calculate the Standard Spray Sprinklers per NFPA 13. Use the most demanding calculation (see adjacent figure). 1'0 RIDGE -0 0 0 0 0- WALL \o j oZ DORMER ELT ON TOP OFROOFOR SHEATHING RIDGE 100 (25,4 m) 60' (15,2 m) (511rn) (10,2m) f + + Calculation 1 TFP6IO Page 27 of 28 MODEL AP SPRINKLERS WET PIPE SYSTEM 12 i 100 (25,4 m) (5rn) 60 (15,2 m) (5 20. Th) rv. (10,2m) Calculation 100 (25.4 m) (5Th) - 60 (15.2 m) (5Th) 401, (1m) Calculation 2 (Ref. Figure 20-13-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where AP Sprinklers are utilized, CPVC pipe may be used to supply the AP Sprinklers, as well as the ceil- ing sprinklers below the AP Sprin- klers (See Page 6). 20' 4 100'(25,4 m) (5,11 rn) L 60 (15,2 m) 7 (10,2rn) ' • • ' I I I Calculation 2 STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). In this case the theoretical design area is 1463 ft2 (1500 ft2 x 0.75* x 1.3). The actual design area, however, will need to be 1520 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Where Standard Sprinklers are uti- lized, CPVC pipe CANNOT be used to supply the Standard Spray Sprin- klers or the ceiling sprinklers below the Standard Spray Sprinklers. * A 25% reduction for 20 ft. ceiling. FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS TFP6IO Page 28 of 28 100 (25,4 m) _________ 60' (15,2 MODEL AP SPRINKLERS DRY PIPE SYSTEM (5,1 M) (Ref. Figure 20-13-3) / Calculation 1 / Calculate the most demanding seven 40 (10,2 m) • * I ••-•-K.• Calculation 1 BB Sprinklers plus the two most de- manding AP Sprinklers Calculation 2 Calculate the most demanding area Up to 1950 ft2 having AP Sprinklers. 20' 100'(25,4m) 60' (15,2 m) - In this case the design area will be 800 ft2 (40 ft. x 20 ft.) (51) Use the most demanding calculation (i.e., for proving the adequacy of the • water supply). 40' (10,2 n) ' ' ' ' ' ' : • Calculation 2 12[/' STANDARD SPRAY SPRINKLERS / DRY PIPE SYSTEM (Ref. Figure 20-C-3) - 100' (25,4 m) Calculation 1: ' 60(15,2 m) (520 m) Calculate the most demanding seven : • :7 BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. 40' Calculation 2: (10,2 m) • • • * - • • Calculation 1 Calculate the most demanding re- mote design area (Including all sprin- klers types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this 100'(25,4m) 20' 20' case the theoretical design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The 60'(152 (5,1 m) ,m) m fl actual design area, however, will \• -- I • / need to be 2720 ft2 to pick up the entire coverage area of the last BB / Sprinkler. 40 (102 m) t • • • Calculation 2 Use the most demanding calculation / (i.e.,for proving the adequacy of the - // water supply) FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2014 Tyco Fire Products, LP. All rights reserved. tqco TEFLON is a trademark of The DuPont Corporation Fire Protection Products BiazeMaater is a trademark of The Lubrizol Corporation