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1700 FAIRLEAD AVE; BLDG 6; AS120093; Permit
City of Carlsbad Sprinkler Permit Permit No: AS120093 Job Address: 1700 FAIRLEAD AV Permit Type: SPRINK Parcel No: 2150202842 Lot #: 0 Status: FINAL Applied 8/22/2012 Approved: 9/5/2012 Reference No.: Issued: 9/5/2012 PC #: Inspector: Project Title: VOSCANA BDLG 6 NEW RESIDENTIAL Applicant: Owner: SOUTHLAND FIRE PROTECTION, INC 4733 PT. LOMA AV SAN DIEGO, CA 92107 619-523-1400 Fees ($) Add'I Fees ($) Total ($) Balance ($) 458 0 458 0 AS120093 Vosca n a (Poinsettia Place) 1700 FAIRLEAD AVE POTABLE WATER SYSTEM ANALYSIS Included I rz A312-0006 I 5CA 9 A- - Townhomes I Pointsettia Lane & Cassia Road Carlsbad, California I Automatic Fire Sprinkler System I Hydraulic Calculations I 1 I I, I Southland Fire Protection, Inc 4733 Point Loma Avenue I San Diego, CA 92107 Phone: 619-523-1400 Fax: 619-523-1402 California License C-16 611956 I • JVED AS SJBiTTED :FE...D FLE DE.TT I I I I 1 SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane & Cassia Road Carlsbad, CA Building #1 - Unit Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 4-Sprinklers COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 109.2 gpm TOTAL WATER REQUIRED (including hose) : 209.3 gpm FLOW AND PRESSURE (@ BOR): 109.3 gpm @ 59.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. U I 1 I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building #1 Unit Sprinklers I WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 117.8 103.5 2750.0 117.7 209.3 85.1 AGGREGATE FLOW ANALYSIS: I TOTAL TOTAL FLOW AT SOURCE HOSE STREAM ALLOWANCE AT SOURCE 209.3 100.0 GPM GPM OTHER HOSE STREAM ALLOWANCES 0.0 GEM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 109.3 GPM I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GPM) 1 0.0 SOURCE 85.1 109.3 I 2 0.0 - - - - 80.8 - - - 3 4.0 - - - - 78.1 - - - 4 4.0 - - - 63.1 - - - 4.0 - - - - 62.1 - - - '5 6 0.0 - - - - 60.9 - - - 7 0.0 - - - - 59.9 - - - I 8 9 10.0 - - 10.0 - - - - - - 52.8 51.0 - - - 10 10.0 - - - - 49.6 - - - 11 10.0 - - - - 49.6 - - - 20.0 - - - - 43.4 - - - I 20 21 20.0 - - - - 38.2 - - - 22 20.0 - - - - 38.2 I 23 30 20.0 - - 30.0 - - - - - - 38.8 38.8 - - - 31 30.0 - - - - 38.2 32 36.0 - - - - 35.4 '33 36.0 - - - - 35.0 34 36.0 - - - - 34.8 - - - 35 36.0 - - - - 34.4 - - - 30.0 - - - - 36.7 - - - I 36 37 30.0 - - - - 35.6 38 36.0 - - - 32.9 - - - 39 36.0 - - - - 32.5 - - - I 40 30.0 - - - - 35.0 - - - 41 30.0 - - - - 34.7 - - - 51 20.0 K= 4.90 34.9 29.0 20.0 K= 4.90 32.2 27.8 I S2 S3 20.0 K= 4.90 30.1 26.9 S4 20.0 K= 4.90 27.3 25.6 I BB1 BB2 36.0 - - 36.0 - - - - - - 35.0 35.0 - - - - - - BB3 36.0 - - - - 34.8 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136--BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building #1 Unit Sprinklers NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BB4 36.0 - - - - 34.8 - - - BB5 36.0 - - - - 34.8 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building #1 Unit Sprinklers 1 DATA PIPE PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 109.3 2.067 PL 35.00 PF 4.3 - 1 0.0 SRCE 85.1 (N/A) 10.4 150 FTG ETG PE 0.0 2 0.0 0.0 80.8 0.0 0.073 TL 59.18 PV I Pipe: 2 109.2 1.959 PL 4.00 PF 1.0 2 0.0 0.0 80.8 0.0 11.6 150 FTG B PE -1.7 I 3 4.0 0.0 78.1 0.0 0.095 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 78.1 0.0 15.0 psi, 109.2 gpm I 4 4.0 0.0 63.1 0.0 Pipe: 4 109.2 1.959 PL 4.00 PF 1.0 0.0 63.1 0.0 11.6 150 FTG E PE 0.0 5 I 4.0 4.0 0.0 62.1 0.0 0.095 TL 10.00 PV Pipe: 5 109.2 2.067 PL 25.00 PF 2.9 I S4.0 0.0 62.1 0.0 10.4 150 FTG 2E PE 1.7 6 0.0 0.0 60.9 0.0 0.073 TL 40.11 PV • Pipe: 6 109.2 1.959 FL 5.00 PF 1.0 1 6 0.0 0.0 60.9 0.0 11.6 150 FTG E PE 0.0 7 0.0 0.0 59.9 0.0 0.095 TL 11.00 PV I Pipe: 7 109.2 2.003 PL 10.00 PF 2.7 7 0.0 0.0 59.9 0.0 11.1 150 FTG 22.0 PE -4.3 8 10.0 0.0 52.8 0.0 0.085 TL 32.00 PV I Pipe: 8 109.2 2.003 FL 10.00 PF 1.9 8 10.0 0.0 52.8 0.0 11.1 150 FTG 12.0 PE 0.0 I 9 10.0 0.0 51.0 0.0 0.085 TL 22.00 PV Pipe: 9 109.2 2.003 FL 4.00 PF 1.4 9 10.0 0.0 51.0 0.0 11.1 150 FTG 12.0 PE 0.0 10 10.0 0.0 49.6 0.0 0.085 TL 16.00 PV Pipe: 10 0.0 2.003 FL 128.00 PF 0.0 10.0 0.0 49.6 0.0 0.0 150 FTG 26.0 PE 0.0 I 10 11 10.0 0.0 49.6 0.0 0.000 TL 154.00 PV Pipe: 11 109.2 2.003 PL 10.00 PF 1.9 1 10 10.0 0.0 49.6 0.0 11.1 150 FTG 12.0 PE -4.3 20 20.0 0.0 43.4 0.0 0.085 TL 22.00 PV I Pipe: 12 71.1 2.003 PL 96.00 PF 5.2 20 20.0 0.0 43.4 0.0 7.2 150 FTG 38.0 FE 0.0 21 20.0 0.0 38.2 0.0 0.039 TL 134.00 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building #1 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 14.4 2.003 PL 3.00 PF 0.0 20.0 0.0 38.2 0.0 1.5 150 FTG 8.0 PE 0.0 '21 22 20.0 0.0 38.2 0.0 0.002 TL 11.00 PV Pipe: 14 -38.1 2.003 PL 34.00 PF 0.6 20.0 0.0 38.2 0.0 3.9 150 FTG 12.0 PE 0.0 I 22 23 20.0 0.0 38.8 0.0 0.012 TL 46.00 PV • Pipe: 15 56.8 1.101 PL 1.00 PF 3.3 21 20.0 0.0 38.2 0.0 19.1 150 FTG 6.0 PE 0.0 51 20.0 4.9 34.9 29.0 0.469 TL 7.00 PV I Pipe: 16 27.8 1.101 PL 14.00 PF 2.8 • 51 20.0 4.9 34.9 29.0 9.4 150 FTG 8.0 PE 0.0 S2 20.0 4.9 32.2 27.8 0.125 TL 22.00 PV 1 Pipe: 17 52.5 1.101 Pt 8.00 PF 8.1 22 20.0 0.0 38.2 0.0 17.7 150 FTG 12.0 PE 0.0 S3 20.0 4.9 30.1 26.9 0.405 TL 20.00 PV I Pipe: 18 25.6 1.101 PL 12.00 PF 2.8 S3 20.0 4.9 30.1 26.9 8.6 150 FTG 14.0 PE 0.0 I S4 20.0 4.9 27.3 25.6 0.107 TL 26.00 pv Pipe: 19 38.1 2.003 Pt 10.00 PF 0.3 20.0 0.0 43.4 0.0 3.9 150 FTG 12.0 PE -4.3 I 20 30 30.0 0.0 38.8 0.0 0.012 TL 22.00 PV Pipe: 20 -38.1 2.003 Pt 10.00 PF 0.3 20.0 0.0 38.8 0.0 3.9 150 FTG 12.0 PE -4.3 I 23 41 30.0 0.0 34.7 0.0 0.012 TL 22.00 PV • Pipe: 21 38.1 2.003 Pt 22.00 PF 0.6 30 30.0 0.0 38.8 0.0 3.9 150 FTG 26.0 PE 0.0 31 30.0 0.0 38.2 0.0 0.012 TL 48.00 PV 1 Pipe: 22 38.1 2.003 Pt 6.00 PF 0.2 • 31 30.0 0.0 38.2 0.0 3.9 150 FTG 12.0 PE -2.6 32 36.0 0.0 35.4 0.0 0.012 TL 18.00 PV I Pipe: 23 38.1 2.003 Pt 14.00 PF 0.4 32 36.0 0.0 35.4 0.0 3.9 150 FTG 21.0 PE 0.0 33 36.0 0.0 35.0 0.0 0.012 TL 35.00 PV I Pipe: 24 0.0 1.101 Pt 1.00 PF 0.0 33 36.0 0.0 35.0 0.0 0.0 150 FTG 6.0 PE 0.0 BB1 36.0 0.0 35.0 0.0 0.000 TL 7.00 PV Pipe: 25 0.0 1.101 Pt 6.00 PF 0.0 I BB1 36.0 0.0 35.0 0.0 0.0 150 FTG 2.0 PE 0.0 BB2 36.0 0.0 35.0 0.0 0.000 TL 8.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building #1 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 38.1 2.003 PL 5.00 FE' 0.1 33 BB3 36.0 36.0 0.0 0.0 35.0 34.8 0.0 0.0 3.9 150 0.012 FTG TL 6.0 11.00 FE FV 0.0 Pipe: 27 38.1 2.003 PL 1.00 PF 0.0 36.0 0.0 34.8 0.0 3.9 150 FTG 2.0 PE 0.0 I BB3 34 36.0 0.0 34.8 0.0 0.012 TL 3.00 PV • Pipe: 28 0.0 1.101 PL 5.00 PF 0.0 I34 36.0 0.0 34.8 0.0 0.0 150 FTG 2.0 PE 0.0 BB4 36.0 0.0 34.8 0.0 0.000 TL 7.00 PV I Pipe: 29 0.0 1.101 FL 6.00 FE' 0.0 • BB4 36.0 0.0 34.8 0.0 0.0 150 FTG 2.0 FE 0.0 BB5 36.0 0.0 34.8 0.0 0.000 TL 8.00 PV I Pipe: 30 38.1 2.003 PL 14.00 PF 0.4 34 36.0 0.0 34.8 0.0 3.9 150 FTG 21.0 FE 0.0 31 36.0 0.0 34.4 0.0 0.012 TL 35.00 PV I Pipe: 31 38.1 2.003 FL 6.00 PF 0.2 35 36.0 0.0 34.4 0.0 3.9 150 FTG 12.0 PE 2.6 I 36 30.0 0.0 36.7 0.0 0.012 TL 18.00 PV Pipe: 32 38.1 2.003 FL 48.00 FE' 1.2 I 36 37 30.0 30.0 0.0 0.0 36.7 35.6 0.0 0.0 3.9 150 0.012 FTG TL 48.0 96.00 PE PV 0.0 Pipe: 33 24.9 2.003 FL 6.00 PF 0.1 I 37 30.0 0.0 35.6 0.0 2.5 150 FTG 12.0 FE -2.6 38 36.0 0.0 32.9 0.0 0.006 TL 18.00 PV Pipe: 34 24.9 2.003 PL 32.00 PF 0.4 38 36.0 0.0 32.9 0.0 2.5 150 FTG 42.0 FE 0.0 39 36.0 0.0 32.5 0.0 0.006 TL 74.00 PV 1 Pipe: 35 24.9 2.003 FL 6.00 PF 0.1 U 39 36.0 0.0 32.5 0.0 2.5 150 FTG 12.0 FE 2.6 40 30.0 0.0 35.0 0.0 0.006 TL 18.00 PV I Pipe: 36 24.9 2.003 FL 24.00 PF 0.3 40 30.0 0.0 35.0 0.0 2.5 150 FTG 26.0 FE 0.0 I 41 30.0 0.0 34.7 0.0 0.006 TL 50.00 PV Pipe: 37 13.2 1.101 FL 22.00 PF 0.9 37 30.0 0.0 35.6 0.0 4.5 150 FTG 6.0 FE 0.0 41 30.0 0.0 34.7 0.0 0.032 TL 28.00 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 I DATE: 2/20/2012 H:\2011\11-136-BLDG-1.SDF JOB TITLE: Vitalia Townhomes - Building 11 Unit Sprinklers NOTES (HASS) I (1) Calculations were performed by the HASS 8.2 computer program under license no. 27091255 granted by HRS Systems, Inc. ' 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.096 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 19.1 ft/sec at pipe 15. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyViv GatVlv AlmChk DPVlv NPTee I 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet I (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 I 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 I Diameter (in) E Equivalent Fitting Lengths T F R C in Feet S G N Eli Tee 45-Ell TeeRun Coupig SwgChk GatVlv NPTee 1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00 1 I I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane & Cassia Place Carlsbad, CA Building #1 - Attic Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) DENSITY: 25 gpm/sq. ft. AREA OF APPLICATION: 5-Attic Sprinklers COVERAGE PER SPRINKLER: 40' roof span max. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 128.2 gpm TOTAL WATER REQUIRED (including hose) : 228.3 gpm FLOW AND PRESSURE (@ BOR) : 128.2 gpm @ 56.3psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I I I I I I I 1 I I I I 1 I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-1-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GEM) (PSI) (GEM) (PSI) 1 117.8 103.5 2750.0 117.7 228.3 85.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 228.3 GEM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GEM OTHER HOSE STREAM ALLOWANCES 0.0 GEM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 128.3 GEM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GEM) 1 0.0 SOURCE 85.0 128.3 2 0.0 - - - - 79.2 - - - 3 4.0 - - - - 76.2 - - - 4 4.0 - - - - 61.2 - - - 5 4.0 - - - - 59.9 - - - 6 0.0 - - - - 57.7 - - - 7 0.0 - - - - 56.3 - - - 8 10.0 - - - - 48.2 - - - 9 10.0 - - - - 45.7 - - - 10 10.0 - - - - 43.9 - - - 11 10.0 - - - - 43.9 - - - 20 20.0 - - - - 37.0 21 20.0 - - - - 35.0 - - - 22 20.0 - - - - 34.8 23 20.0 - - - - 34.1 30 30.0 - - - - 31.5 31 30.0 - - - - 28.9 - - - 32 36.0 - - - - 25.4 33 36.0 - - - - 23.5 - - - 34 36.0 - - - - 23.4 - - - 35 36.0 - - - - 23.9 36 30.0 - - - - 26.8 - - - 37 30.0 - - - - 28.3 38 36.0 - - - - 25.8 39 36.0 - - - - 26.3 - - - 40 30.0 - - - 29.1 - - - 41 30.0 - - - - 29.4 - - - Si 20.0 - - - - 35.0 S2 20.0 - - - - 35.0 S3 20.0 - - - - 34.8 - - - S4 20.0 - - - - 34.8 BB1 36.0 K= 5.60 20.9 25.6 BB2 36.0 K= 5.60 20.0 25.1 BB3 36.0 K= 5.60 23.4 27.1 I I I I I I I 1 I I I I I I I I [Ii I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-1-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GPM) BB4 36.0 K= 5.60 20.8 25.5 BB5 36.0 K= 5.60 19.9 25.0 I I I Li I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG-1-ATTIC.SDP JOB TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers I PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 128.3 2.067 PL 35.00 PP 5.8 - 1 0.0 SRCE 85.0 (N/A) 12.3 150 FTG ETG PE 0.0 2 0.0 0.0 79.2 0.0 0.099 TL 59.18 PV I Pipe: 2 128.2 1.959 PL 4.00 PF 1.3 2 0.0 0.0 79.2 0.0 13.6 150 FTG E PE -1.7 I 3 4.0 0.0 76.2 0.0 0.128 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 76.2 0.0 15.0 psi, 128.2 gpm I 4 4.0 0.0 61.2 0.0 Pipe: 4 128.2 1.959 PL 4.00 PP 1.3 0.0 61.2 0.0 13.6 150 FTG E PE 0.0 5 I 4.0 4.0 0.0 59.9 0.0 0.128 TL 10.00 PV Pipe: 5 128.2 2.067 PL 25.00 PP 4.0 I 4.0 0.0 59.9 0.0 12.3 150 FTG 2E PE 1.7 6 0.0 0.0 57.7 0.0 0.098 TL 40.11 PV I Pipe: 6 128.2 1.959 PL 5.00 PP 1.4 • 6 0.0 0.0 57.7 0.0 13.6 150 FTG E PE 0.0 7 0.0 0.0 56.3 0.0 0.128 TL 11.00 PV I Pipe: 7 128.2 2.003 PL 10.00 PP 3.7 7 0.0 0.0 56.3 0.0 13.1 150 FTG 22.0 PE -4.3 8 10.0 0.0 48.2 0.0 0.115 TL 32.00 PV I Pipe: 8 128.2 2.003 PL 10.00 PP 2.5 8 10.0 0.0 48.2 0.0 13.1 150 FTG 12.0 PE 0.0 I 9 10.0 0.0 45.7 0.0 0.115 TL 22.00 PV Pipe: 9 128.2 2.003 PL 4.00 PP 1.8 9 10.0 0.0 45.7 0.0 13.1 150 FTG 12.0 PE 0.0 10 10.0 0.0 43.9 0.0 0.115 TL 16.00 PV Pipe: 10 0.0 2.003 PL 128.00 PP 0.0 10 10.0 0.0 43.9 0.0 0.0 150 FTG 26.0 PE 0.0 I 11 10.0 0.0 43.9 0.0 0.000 TL 154.00 PV Pipe: 11 128.2 2.003 PL 10.00 PP 2.5 1 10 10.0 0.0 43.9 0.0 13.1 150 FTG 12.0 PE -4.3 20 20.0 0.0 37.0 0.0 0.115 TL 22.00 PV I Pipe: 12 43.3 2.003 PL 96.00 PP 2.1 • 20 20.0 0.0 37.0 0.0 4.4 150 FTG 38.0 PE 0.0 21 20.0 0.0 35.0 0..0 0.015 TL 134.00 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-1-ATTIC.SDF TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers I JOB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 43.3 2.003 PL 3.00 PF 0.2 21 20.0 0.0 35.0 0.0 4.4 150 FTG 8.0 PE 0.0 22 20.0 0.0 34.8 0.0 0.015 TL 11.00 PV Pipe: 14 43.3 2.003 PL 34.00 PF 0.7 20.0 0.0 34.8 0.0 4.4 150 FTG 12.0 PE 0.0 I 22 23 20.0 0.0 34.1 0.0 0.015 TL 46.00 PV Pipe: 15 0.0 1.101 PL 1.00 PF 0.0 I 21 20.0 0.0 35.0 0.0 0.0 150 FTG 6.0 PE 0.0 51 20.0 0.0 35.0 0.0 0.000 TL 7.00 PV I Pipe: 16 0.0 1.101 PL 14.00 PF 0.0 U 51 20.0 0.0 35.0 0.0 0.0 150 FTG 8.0 RE 0.0 S2 20.0 0.0 35.0 0.0 0.000 TL 22.00 PV I Pipe: 17 0.0 1.101 PL 8.00 PF 0.0 22 20.0 0.0 34.8 0.0 0.0 150 FTG 12.0 PE 0.0 S3 20.0 0.0 34.8 0.0 0.000 TL 20.00 PV I Pipe: 18 0.0 1.101 PL 12.00 PF 0.0 S3 20.0 0.0 34.8 0.0 0.0 150 FTG 14.0 PE 0.0 I S4 20.0 0.0 34.8 0.0 0.000 TL 26.00 PV Pipe: 19 84.9 2.003 PL 10.00 PF 1.2 I 20 30 20.0 30.0 0.0 0.0 37.0 31.5 0.0 0.0 8.6 150 0.054 FTG TL 12.0 22.00 PE PV -4.3 Pipe: 20 43.3 2.003 PL 10.00 PF 0.3 I 23 20.0 0.0 34.1 0.0 4.4 150 FTG 12.0 PE -4.3 41 30.0 0.0 29.4 0.0 0.015 TL 22.00 PV Pipe: 21 84.9 2.003 PL 22.00 PF 2.6 30 30.0 0.0 31.5 0.0 8.6 150 FTG 26.0 PE 0.0 31 30.0 0.0 28.9 0.0 0.054 TL 48.00 PV I Pipe: 22 84.9 2.003 PL 6.00 PF 1.0 U 31 30.0 0.0 28.9 0.0 8.6 150 FTG 12.0 PE -2.6 32 36.0 0.0 25.4 0.0 0.054 TL 18.00 PV I Pipe: 23 84.9 2.003 PL 14.00 PF 1.9 32 36.0 0.0 25.4 0.0 8.6 150 FTG 21.0 PE 0.0 33 36.0 0.0 23.5 0.0 0.054 TL 35.00 PV I Pipe: 24 50.6 1.101 PL 1.00 PF 2.7 33 36.0 0.0 23.5 0.0 17.1 150 FTG 6.0 PE 0.0 BB1 36.0 5.6 20.9 25.6 0.379 TL 7.00 PV Pipe: 25 25.1 1.101 PL 6.00 PF 0.8 I BB1 36.0 5.6 20.9 25.6 8.4 150 FTG 2.0 PE 0.0 BB2 36.0 5.6 20.0 25.1 0.103 TL 8.00 PV I I I I I I I I [1 I 1 1 I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136--BLDG-l-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 34.3 2.003 PL 5.00 PF 0.1 33 36.0 0.0 23.5 0.0 3.5 150 FTG 6.0 FE 0.0 BB3 36.0 5.6 23.4 27.1 0.010 TL 11.00 PV Pipe: 27 7.2 2.003 PL 1.00 PF 0.0 BB3 36.0 5.6 23.4 27.1 0.7 150 FTG 2.0 PE 0.0 34 36.0 0.0 23.4 0.0 0.001 TL 3.00 PV Pipe: 28 50.5 1.101 PL 5.00 PF 2.6 34 36.0 0.0 23.4 0.0 17.0 150 FTG 2.0 PE 0.0 BB4 36.0 5.6 20.8 25.5 0.378 TL 7.00 PV Pipe: 29 25.0 1.101 PL 6.00 PF 0.8 BB4 36.0 5.6 20.8 25.5 8.4 150 FTG 2.0 PE 0.0 BB5 36.0 5.6 19.9 25.0 0.103 TL 8.00 PV Pipe: 30 -43.3 2.003 PL 14.00 PF 0.5 34 36.0 0.0 23.4 0.0 4.4 150 FTG 21.0 PE 0.0 35 36.0 0.0 23.9 0.0 0.015 TL 35.00 PV Pipe: 31 -43.3 2.003 PL 6.00 PF 0.3 35 36.0 0.0 23.9 0.0 4.4 150 FTG 12.0 PE 2.6 36 30.0 0.0 26.8 0.0 0.015 TL 18.00 PV Pipe: 32 -43.3 2.003 FL 48.00 FE' 1.5 36 30.0 0.0 26.8 0.0 4.4 150 FTG 48.0 FE 0.0 37 30.0 0.0 28.3 0.0 0.015 TL 96.00 PV Pipe: 33 -28.3 2.003 FL 6.00 PF 0.1 37 30.0 0.0 28.3 0.0 2.9 150 FTG 12.0 FE -2.6 38 36.0 0.0 25.8 0.0 0.007 TL 18.00 PV Pipe: 34 -28.3 2.003 PL 32.00 FE' 0.5 38 36.0 0.0 25.8 0.0 2.9 150 FTG 42.0 FE 0.0 39 36.0 0.0 26.3 0.0 0.007 TL 74.00 PV Pipe: 35 -28.3 2.003 FL 6.00 FE' 0.1 39 36.0 0.0 26.3 0.0 2.9 150 FTG 12.0 PE 2.6 40 30.0 0.0 29.1 0.0 0.007 TL 18.00 FV Pipe: 36 -28.3 2.003 PL 24.00 PF 0.4 40 30.0 0.0 29.1 0.0 2.9 150 FTG 26.0 FE 0.0 41 30.0 0.0 29.4 0.0 0.007 TL 50.00 PV Pipe: 37 -15.0 1.101 PL 22.00 FE' 1.1 37 30.0 0.0 28.3 0.0 5.1 150 FTG 6.0 FE 0.0 41 30.0 0.0 29.4 0.0 0.040 TL 28.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 I DATE: 2/20/2012 H:\2011\11-136-BLDG-1-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #1 Attic Sprinklers NOTES (HASS) I (1) Calculations were performed by the HASS 8.2 computer program under license no. 27091255 granted by HRS Systems, Inc. I 208 South Public Square Petersburg, TN 37144 (931) 659-9760 I (2) 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 0.136 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.1 ft/sec at pipe 24. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPV1v NPTee I 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet I (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 I 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 PAGE: K MATERIAL: CT-K HWC: 150 I Diameter (in) E Equivalent Fitting Lengths T F R C in Feet S G N Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv NPTee 1.959 6.00 12.00 3.00 4.00 0.50 13.00 1.00 12.00 I I I I I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane & Cassia Road Carlsbad CA Building #2 - Unit Sprinklers "FILE NUMBER: 11-136-BLDG 2 DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 4-Sprinklers COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 105.1 gpm TOTAL WATER REQUIRED (including hose) : 205.0 gpm FLOW AND PRESSURE (@ BOR) : 105.0 gpm @ 55.8 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 I-IRS SYSTEMS, INC. I 1 I I I I I I I U I I I I Ll I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 117.8 103.5 2750.0 117.7 205.0 75.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 205.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 105.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 75.4 105.0 2 0.0 - - - - 75.3 - - - 3 4.0 - - - - 72.7 - - - 4 4.0 - - - - 57.7 - - - 5 4.0 - - - - 56.8 - - - 6 0.0 - - - - 56.8 - - - 7 0.0 - - - - 55.8 - - - 8 10.0 - - - - 48.9 - - - 9 10.0 - - - - 47.2 - - - 10 10.0 - - - - 45.9 - - - 11 10.0 - - - - 45.9 - - - 20 20.0 - - - - 39.8 - - - 21 20.0 - - - - 36.1 - - 22 20.0 - - - - 36.1 - - - 23 20.0 - - - - 36.6 - - - 30 30.0 - - - - 35.2 31 30.0 - - - - 34.5 32 36.0 - - - - 31.9 - - - 33 36.0 - - - - 31.7 - - - 34 30.0 - - - - 34.3 - - - 35 30.0 - - - - 33.5 36 36.0 - - - - 30.8 37 36.0 - - - - 30.8 - - - 38 36.0 - - - - 30.7 - - - 39 36.0 - - - - 30.7 - - - 40 30.0 - - - - 33.2 - - - 41 30.0 - - - - 32.6 - - - 51 20.0 K= 4.90 30.4 27.0 S2 20.0 K= 4.90 27.3 25.6 S3 20.0 K= 4.90 30.0 26.8 S4 20.0 K= 4.90 27.3 25.6 BB1 36.0 - - - - 30.8 - - - 8B2 36.0 - - - - 30.8 - - - BB3 36.0 - - - - 30.8 I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BB4 36.0 - - - - 30.7 BB5 36.0 - - - - 30.7 I I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 • DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers I PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 105.0 6.090 PL 15.00 PF 0.0 ' 1 0.0 SRCE 75.4 (N/A) 1.2 150 FTG ETG PE 0.0 2 0.0 0.0 75.3 0.0 0.000 TL 87.46 PV I Pipe: 2 105.1 1.959 PL 4.00 PF 0.9 2 0.0 0.0 75.3 0.0 11.2 150 FTG E PE -1.7 I 4.0 0.0 72.7 0.0 0.088 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 72.7 0.0 15.0 psi, 105.1 gprn I 4 4.0 0.0 57.7 0.0 Pipe: 4 105.1 1.959 PL 4.00 PF 0.9 0.0 57.7 0.0 11.2 150 FTG E PE 0.0 5 I 4.0 4.0 0.0 56.8 0.0 0.088 TL 10.00 PV Pipe: 5 105.1 3.068 FL 140.00 PF 1.8 I 4.0 0.0 56.8 0.0 4.6 150 FTG 4E PE 1.7 6 0.0 0.0 56.8 0.0 0.010 TL 182.31 PV Pipe: 6 105.1 1.959 PL 5.00 PF 1.0 6 0.0 0.0 56.8 0.0 11.2 150 FTG E PE 0.0 7 0.0 0.0 55.8 0.0 0.088 TL 11.00 PV I Pipe: 7 105.1 2.003 PL 10.00 FE' 2.5 7 0.0 0.0 55.8 0.0 10.7 150 FTG 22.0 PE -4.3 8 10.0 0.0 48.9 0.0 0.079 TL 32.00 PV I Pipe: 8 105.1 2.003 PL 10.00 PF 1.7 8 10.0 0.0 48.9 0.0 10.7 150 FTG 12.0 PE 0.0 I 9 10.0 0.0 47.2 0.0 0.079 TL 22.00 PV Pipe: 9 105.1 2.003 PL 4.00 PF 1.3 9 10.0 0.0 47.2 0.0 10.7 150 FTG 12.0 PE 0.0 10 10.0 0.0 45.9 0.0 0.079 TL 16.00 PV Pipe: 10 0.0 2.003 PL 104.00 PF 0.0 10.0 0.0 45.9 0.0 0.0 150 FTG 26.0 PE 0.0 I 10 11 10.0 0.0 45.9 0.0 0.000 TL 130.00 PV I 10 Pipe: 11 10.0 0.0 45.9 0.0 105.1 10.7 2.003 150 PL FTG 10.00 12.0 FE' FE 1.7 -4.3 20 20.0 0.0 39.8 0.0 0.079 TL 22.00 PV I Pipe: 12 63.6 2.003 PL 82.00 FE' 3.8 20 20.0 0.0 39.8 0.0 6.5 150 FTG 38.0 FE 0.0 21 20.0 0.0 36.1 0.0 0.031 TL 120.00 PV I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (ET) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 11.0 2.003 PL 8.00 FE 0.0 21 22 20.0 20.0 0.0 0.0 36.1 36.1 0.0 0.0 1.1 150 0.001 FTG TL 2.0 10.00 FE PV 0.0 Pipe: 14 -41.5 2.003 FL 28.00 PF 0.6 20.0 0.0 36.1 0.0 4.2 150 FTG 12.0 FE 0.0 I 22 23 20.0 0.0 36.6 0.0 0.014 TL 40.00 PV Pipe: 15 52.6 1.101 PL 8.00 FE 5.7 I21 20.0 0.0 36.1 0.0 17.7 150 FTG 6.0 FE 0.0 51 20.0 4.9 30.4 27.0 0.407 TL 14.00 PV I Pipe: 16 25.6 1.101 FL 14.00 FE 3.0 51 20.0 4.9 30.4 27.0 8.6 150 FTG 14.0 FE 0.0 S2 20.0 4.9 27.3 25.6 0.108 TL 28.00 PV I Pipe: 17 52.4 1.101 FL 3.00 FE 6.1 22 20.0 0.0 36.1 0.0 17.7 150 FTG 12.0 FE 0.0 S3 20.0 4.9 30.0 26.8 0.405 TL 15.00 PV Pipe: 18 25.6 1.101 FL 13.00 FE 2.7 S3 20.0 4.9 30.0 26.8 8.6 150 FTG 12.0 FE 0.0 I S4 20.0 4.9 27.3 25.6 0.107 TL 25.00 PV Pipe: 19 41.5 2.003 FL 10.00 FE 0.3 I 20 30 20.0 30.0 0.0 0.0 39.8 35.2 0.0 0.0 4.2 150 0.014 FTG TL 12.0 22.00 FE PV -4.3 Pipe: 20 -41.5 2.003 FL 10.00 FE 0.3 20.0 0.0 36.6 0.0 4.2 150 FTG 12.0 FE -4.3 I 23 41 30.0 0.0 32.6 0.0 0.014 TL 22.00 PV • Pipe: 21 41.5 2.003 FL 22.00 FE 0.7 V 30 30.0 0.0 35.2 0.0 4.2 150 FTG 26.0 FE 0.0 31 30.0 0.0 34.5 0.0 0.014 TL 48.00 PV I Pipe: 22 15.2 2.003 FL 6.00 FE 0.0 U 31 30.0 0.0 34.5 0.0 1.5 150 FTG 12.0 FE -2.6 32 36.0 0.0 31.9 0.0 0.002 TL 18.00 FV Pipe: 23 15.2 2.003 FL 32.00 FE 0.1 32 36.0 0.0 31.9 0.0 1.5 150 FTG 26.0 FE 0.0 33 36.0 0.0 31.7 0.0 0.002 TL 58.00 FV I Pipe: 24 15.2 2.003 FL 6.00 FE 0.0 33 36.0 0.0 31.7 0.0 1.5 150 FTG 12.0 FE 2.6 I 34 30.0 0.0 34.3 0.0 0.002 TL 18.00 FV Pipe: 25 41.5 2.003 FL 26.00 FE 0.8 I 34 35 30.0 30.0 0.0 0.0 34.3 33.5 0.0 0.0 4.2 150 0.014 FTG TL 32.0 58.00 FE PV 0.0 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 13.3 2.003 PL 6.00 FT 0.0 I 35 36 30.0 36.0 0.0 0.0 33.5 30.8 0.0 0.0 1.4 150 0.002 FTG TL 12.0 18.00 PE PV -2.6 Pipe: 27 13.3 2.003 PL 16.00 FE' 0.1 36.0 0.0 30.8 0.0 1.4 150 FTG 27.0 FE 0.0 I 36 37 36.0 0.0 30.8 0.0 0.002 TL 43.00 PV Pipe: 28 0.0 1.101 FL 1.00 PF 0.0 37 36.0 0.0 30.8 0.0 0.0 150 FTG 6.0 PE 0.0 BB1 36.0 0.0 30.8 0.0 0.000 TL 7.00 PV 1 Pipe: 29 0.0 1.101 PL 6.00 PF 0.0 • BB1 36.0 0.0 30.8 0.0 0.0 150 FTG 2.0 PE 0.0 BB2 36.0 0.0 30.8 0.0 0.000 TL 8.00 PV I Pipe: 30 0.0 1.101 PL 6.00 FE' 0.0 BB2 36.0 0.0 30.8 0.0 0.0 150 FTG 2.0 PE 0.0 BB3 36.0 0.0 30.8 0.0 0.000 TL 8.00 PV I Pipe: 31 13.3 2.003 PL 5.00 PF 0.0 37 36.0 0.0 30.8 0.0 1.4 150 FTG 6.0 FE 0.0 I BB4 36.0 0.0 30.7 0.0 0.002 TL 11.00 PV Pipe: 32 13.3 2.003 PL 1.00 PF 0.0 BB4 38 36.0 36.0 0.0 0.0 30.7 30.7 0.0 0.0 1.4 150 0.002 FTG TL 2.0 3.00 FE PV 0.0 Pipe: 33 0.0 1.101 PL 5.00 FE' 0.0 36.0 0.0 30.7 0.0 0.0 150 FTG 6.0 PE 0.0 I 38 BB5 36.0 0.0 30.7 0.0 0.000 TL 11.00 PV • Pipe: 34 13.3 2.003 PL 16.00 PF 0.1 38 36.0 0.0 30.7 0.0 1.4 150 FTG 27.0 FE 0.0 39 36.0 0.0 30.7 0.0 0.002 TL 43.00 PV I Pipe: 35 13.3 2.003 PL 6.00 FE' 0.0 • 39 36.0 0.0 30.7 0.0 1.4 150 FTG 12.0 FE 2.6 40 30.0 0.0 33.2 0.0 0.002 TL 18.00 PV Pipe: 36 41.5 2.003 PL 22.00 PF 0.6 40 30.0 0.0 33.2 0.0 4.2 150 FTG 22.0 PE 0.0 41 30.0 0.0 32.6 0.0 0.014 TL 44.00 PV I Pipe: 37 26.3 2.003 FL 22.00 FE' 0.2 31 30.0 0.0 34.5 0.0 2.7 150 FTG 12.0 FE 0.0 1 34 30.0 0.0 34.3 0.0 0.006 TL 34.00 PV Pipe: 38 28.2 2.003 PL 22.00 FE' 0.2 I 35 40 30.0 30.0 0.0 0.0 33.5 33.2 0.0 0.0 2.9 150 0.007 FTG TL 12.0 34.00 PE PV 0.0 I IT] I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-BLDG-2.SDF JOB TITLE: Vitalia Townhomes - Building #2 Unit Sprinklers NOTES (HASS) Calculations were performed by the HASS 8.2 computer program under license no. 27091255 granted by HRS Systems, Inc. 208 South Public 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 0.125 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 17.7 ft/sec at pipe 15. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 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 3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 I I I I I I I J SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE J SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane & Cassia Road I Carlsbad CA Building #2 Attic Sprinklers I FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) $ DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 5-Attic Sprinklers \$ COVERAGE PER SPRINKLER: 40' roof span max. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 138.0 gpm I TOTAL WATER REQUIRED (including hose) : 238.0 gpm FLOW AND PRESSURE (@ BOR) : 138.0 @ 66.2 psi I SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely I AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I I I I 1' I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-2-ATTIC.SDF ,JOB TITLE: WATER Vitalia SUPPLY DATA Townhomes - Building #2 Attic Sprinklers SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE J PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 117.8 103.5 2750.0 117.6 238.0 88.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 238.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 138.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) I2 1 0.0 0.0 SOURCE - - - - 88.8 88.7 138.0 - - - 3 4.0 - - - - 85.5 - - - 4 4.0 - - - - 70.5 - - - - - - - 69.1 - - - 6 I 4.0 0.0 - - - - 67.8 - - - 7 0.0 - - - - 66.2 - - - 8 10.0 - - - - 57.6 - - - 9 10.0 - - - - 54.7 - - - 10 10.0 - - - - 52.6 - - - 11 10.0 - - - - 52.6 - - - I20 20.0 - - - - 45.4 - - - 21 20.0 - - - - 42.1 - - - 22 20.0 - - - - 41.8 - - - 20.0 - - - - 40.7 - - - I23 30 30.0 - - - - 40.1 - - - 31 30.0 - - - - 37.9 - - - 32 36.0 - - - - 35.1 - - - I33 36.0 - - - - 34.7 - - - 34 30.0 - - - - 37.2 - - - 35 30.0 - - - - 34.5 - - - 36.0 - - - - 31.2 - - - I36 37 36.0 - - - - 29.7 - - - 38 36.0 - - - - 29.7 - - - 36.0 - - - - 31.2 - - - I39 40 30.0 - - - - 34.5 - - - 41 30.0 - - - - 35.7 - - - 51 20.0 - - - - 42.1 - - - I S2 20.0 - - - - 42.1 - - - S3 20.0 - - - - 41.8 - - - S4 20.0 - - - - 41.8 - - - 36.0 K= 5.60 23.8 27.3 IBB1 BB2 36.0 K= 5.60 20.8 25.5 BB3 36.0 K= 5.60 19.9 25.0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-2-ATTIC.SDF , JOB TITLE: Vitalia Townhomes - Building #2 Attic Sprinklers INODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE J (FT) (PSI) (GPM) BB4 36.0 K= 5.60 29.7 30.5 BB5 36.0 K= 5.60 28.1 29.7 I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG-2-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #2 Attic Sprinklers 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) I Pipe: 1 138.0 6.090 PL 15.00 PF 0.1 R 1 0.0 SRCE 88.8 (N/A) 1.5 150 FTG ETG FE 0.0 2 0.0 0.0 88.7 0.0 0.001 TL 87.46 PV Pipe: 2 138.0 1.959 PL 4.00 PF 1.5 2 0.0 0.0 88.7 0.0 14.7 150 FTG E PE -1.7 I 4.0 0.0 85.5 0.0 0.147 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 85.5 0.0 15.0 psi, 138.0 gpm ' 4 4.0 0.0 70.5 0.0 Pipe: 4 138.0 1.959 PL 4.00 PF 1.5 4 4.0 0.0 70.5 0.0 14.7 150 FTG E PE 0.0 5 4.0 0.0 69.1 0.0 0.147 TL 10.00 PV Pipe: 5 138.0 3.068 PL 140.00 PF 3.0 I 4.0 0.0 69.1 0.0 6.0 150 FTG 4E PE 1.7 6 0.0 0.0 67.8 0.0 0.016 TL 182.31 PV j Pipe: 6 138.0 1.959 PL 5.00 RE' 1.6 6 0.0 0.0 67.8 0.0 14.7 150 FTG E PE 0.0 7 0.0 0.0 66.2 0.0 0.147 TL 11.00 PV I Pipe: 7 138.0 2.003 PL 10.00 PF 4.2 7 0.0 0.0 66.2 0.0 14.1 150 FTG 22.0 PE -4.3 8 10.0 0.0 57.6 0.0 0.132 TL 32.00 PV I Pipe: 8 138.0 2.003 PL 10.00 PF 2.9 8 10.0 0.0 57.6 0.0 14.1 150 FTG 12.0 PE 0.0 9 10.0 0.0 54.7 0.0 0.132 TL 22.00 PV I Pipe: 9 138.0 2.003 FL 4.00 PF 2.1 9 10.0 0.0 54.7 0.0 14.1 150 FTG 12.0 FE 0.0 1 10 10.0 0.0 52.6 0.0 0.132 TL 16.00 PV Pipe: 10 0.0 2.003 PL 104.00 PF 0.0 10 10.0 0.0 52.6 0.0 0.0 150 FTG 26.0 PE 0.0 11 10.0 0.0 52.6 0.0 0.000 TL 130.00 PV Pipe: 11 138.0 2.003 PL 10.00 PF 2.9 1 10 10.0 0.0 52.6 0.0 14.1 150 FTG 12.0 PE -4.3 20 20.0 0.0 45.4 0.0 0.132 TL 22.00 PV i Pipe: 12 59.8 2.003 PL 82.00 PF 3.4 U 20 20.0 0.0 45.4 0.0 6.1 150 FTG 38.0 PE 0.0 21 20.0 0.0 42.1 0.0 0.028 TL 120.00 PV t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-2-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #2 Attic Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 59.8 2.003 PL 8.00 PF 0.3 21 20.0 0.0 42.1 0.0 6.1 150 FTG 2.0 PE 0.0 22 20.0 0.0 41.8 0.0 0.028 TL 10.00 PV Pipe: 14 59.8 2.003 PL 28.00 PF 1.1 22 20.0 0.0 41.8 0.0 6.1 150 FTG 12.0 PE 0.0 23 20.0 0.0 40.7 0.0 0.028 TL 40.00 PV Pipe: 15 0.0 1.101 PL 8.00 PF 0.0 21 20.0 0.0 42.1 0.0 0.0 150 FTG 6.0 PE 0.0 51 20.0 0.0 42.1 0.0 0.000 TL 14.00 PV Pipe: 16 0.0 1.101 PL 14.00 PF 0.0 Sl 20.0 0.0 42.1 0.0 0.0 150 FTG 14.0 PE 0.0 S2 20.0 0.0 42.1 0.0 0.000 TL 28.00 PV Pipe: 17 0.0 1.101 PL 3.00 PF 0.0 22 20.0 0.0 41.8 0.0 0.0 150 FTG 12.0 PE 0.0 S3 20.0 0.0 41.8 0.0 0.000 TL 15.00 PV Pipe: 18 0.0 1.101 PL 13.00 PF 0.0 S3 20.0 0.0 41.8 0.0 0.0 150 FTG 12.0 PE 0.0 S4 20.0 0.0 41.8 0.0 0.000 TL 25.00 PV Pipe: 19 78.3 2.003 PL 10.00 PF 1.0 20 20.0 0.0 45.4 0.0 8.0 150 FTG 12.0 PE -4.3 30 30.0 0.0 40.1 0.0 0.046 TL 22.00 PV Pipe: 20 59.8 2.003 PL 10.00 PF 0.6 23 20.0 0.0 40.7 0.0 6.1 150 FTG 12.0 PE -4.3 41 30.0 0.0 35.7 0.0 0.028 TL 22.00 PV Pipe: 21 78.3 2.003 PL 22.00 PF 2.2 30 30.0 0.0 40.1 0.0 8.0 150 FTG 26.0 PE 0.0 31 30.0 0.0 37.9 0.0 0.046 TL 48.00 PV Pipe: 22 28.6 2.003 PL 6.00 PF 0.1 31 30.0 0.0 37.9 0.0 2.9 150 FTG 12.0 PE -2.6 32 36.0 0.0 35.1 0.0 0.007 TL 18.00 PV Pipe: 23 28.6 2.003 PL 32.00 PF 0.4 32 36.0 0.0 35.1 0.0 2.9 150 FTG 26.0 PE 0.0 33 36.0 0.0 34.7 0.0 0.007 TL 58.00 PV Pipe: 24 28.6 2.003 PL 6.00 PF 0.1 33 36.0 0.0 34.7 0.0 2.9 150 FTG 12.0 PE 2.6 34 30.0 0.0 37.2 0.0 0.007 TL 18.00 PV Pipe: 25 78.3 2.003 PL 26.00 PF 2.7 34 30.0 0.0 37.2 0.0 8.0 150 FTG 32.0 PE 0.0 35 30.0 0.0 34.5 0.0 0.046 TL 58.00 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-2-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #2 Attic Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 69.6 2.003 PL 6.00 PF 0.7 \ 35 36 30.0 36.0 0.0 0.0 34.5 31.2 0.0 0.0 7.1 150 0.037 FTG TL 12.0 18.00 PE PV -2.6 Pipe: 27 69.6 2.003 PL 16.00 PF 1.6 36.0 0.0 31.2 0.0 7.1 150 FTG 27.0 PE 0.0 J 36 37 36.0 0.0 29.7 0.0 0.037 TL 43.00 PV Pipe: 28 77.8 1.101 PL 1.00 PF 5.9 I 37 36.0 0.0 29.7 0.0 26.2 150 FTG 6.0 PE 0.0 BB1 36.0 5.6 23.8 27.3 0.840 TL 7.00 PV I Pipe: 29 50.5 1.101 PL 6.00 PF 3.0 BB1 36.0 5.6 23.8 27.3 17.0 150 FTG 2.0 PE 0.0 BB2 36.0 5.6 20.8 25.5 0.378 TL 8.00 PV Pipe: 30 25.0 1.101 PL 6.00 PF 0.8 BB2 36.0 5.6 20.8 25.5 8.4 150 FTG 2.0 PE 0.0 BB3 36.0 5.6 19.9 25.0 0.103 TL 8.00 PV 1 Pipe: 31 -8.2 2.003 PL 5.00 PF 0.0 37 36.0 0.0 29.7 0.0 0.8 150 FTG 6.0 PE 0.0 BB4 36.0 5.6 29.7 30.5 0.001 TL 11.00 PV Pipe: 32 -38.7 2.003 PL 1.00 PF 0.0 BB4 36.0 5.6 29.7 30.5 3.9 150 FTG 2.0 PE 0.0 38 36.0 0.0 29.7 0.0 0.013 TL 3.00 PV Pipe: 33 29.7 1.101 PL 5.00 PF 1.6 36.0 0.0 29.7 0.0 10.0 150 FTG 6.0 PE 0.0 J 38 BBS 36.0 5.6 28.1 29.7 0.141 TL 11.00 PV Pipe: 34 -68.4 2.003 PL 16.00 PF 1.5 I 38 36.0 0.0 29.7 0.0 7.0 150 FTG 27.0 PE 0.0 39 36.0 0.0 31.2 0.0 0.036 TL 43.00 PV I Pipe: 35 -68.4 2.003 PL 6.00 PF 0.6 I 39 36.0 0.0 31.2 0.0 7.0 150 FTG 12.0 PE 2.6 40 30.0 0.0 34.5 0.0 0.036 TL 18.00 PV I Pipe: 36 -59.8 2.003 PL 22.00 PF 1.2 40 30.0 0.0 34.5 0.0 6.1 150 FTG 22.0 PE 0.0 41 30.0 0.0 35.7 0.0 0.028 TL 44.00 PV Pipe: 37 49.6 2.003 PL 22.00 PF 0.7 31 30.0 0.0 37.9 0.0 5.1 150 FTG 12.0 PE 0.0 * 34 30.0 0.0 37.2 0.0 0.020 TL 34.00 PV Pipe: 38 8.7 2.003 PL 22.00 PF 0.0 30.0 0.0 34.5 0.0 0.9 150 FTG 12.0 PE 0.0 t 35 40 30.0 0.0 34.5 0.0 0.001 TL 34.00 PV [ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-BLDG-2--ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #2 Attic Sprinklers I NOTES (HASS) Calculations were performed by the HASS 8.2 computer program under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.092 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 26.2 ft/sec at pipe 28. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. I (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkViv BfyVlv GatViv AlmChk DPV1v NPTee 1 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 PAGE: A MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet Diameter (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee *3.068 7.00 15.00 5.00 16.00 10.00 1.00 13.00 13.00 15.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 I I I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane & Cassia Road Carlsbad, CA Building #3 - Unit Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: R2 (Light Hazard) .10 gpm/sq. ft. 4-Sprinklers 256 sq. ft. 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 109.1 gpm TOTAL WATER REQUIRED (including hose) : 209.1 gpm FLOW AND PRESSURE (@ BOR) : 109.1 gpm @ 53.6 psi- SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-3.SDF JOB TITLE: Vitalia Building #3 - Unit Sprinklers WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 116.7 103.5 2750.0 116.6 209.1 80.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 209.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 109.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 80.1 109.1 2 0.0 - - - - 80.1 - - - 3 0.0 - - - - 78.6 - - - 4 0.0 - - - - 63.6 - - - 5 0.0 - - - - 62.2 - - - 6 0.0 - - - - 54.5 - - - 7 0.0 - - - - 53.6 - - - 8 10.0 - - - - 46.5 - - - 9 10.0 - - - - 44.5 - - - 10 10.0 - - - - 44.4 - - - 11 10.0 - - - - 43.2 - - - 20 20.0 - - - - 39.0 - - - 21 20.0 - - - - 38.7 - - - 22 20.0 - - - - 36.9 - - - 23 20.0 - - - - 36.9 - - - 30 36.0 - - - - 32.1 - - - 31 30.0 - - - - 34.4 - - - 32 36.0 - - - - 32.0 - - - 33 30.0 - - - - 34.6 34 30.0 - - - - 34.6 35 36.0 - - - - 32.0 - - - 36 36.0 - - - - 31.9 - - - 37 30.0 - - - - 34.5 38 36.0 - - - - 31.9 - - - 39 36.0 - - - - 31.9 - - - 40 36.0 - - - - 31.9 - - - 41 30.0 - - - - 34.5 - - - BB1 36.0 - - - - 31.9 - - - BB2 36.0 - - - - 31.9 - - - BB3 36.0 - - - - 31.9 - - - BB4 36.0 - - - - 31.9 - - - BBS 36.0 - - - - 31.9 - - - Si 20.0 K= 4.90 31.2 27.4 S2 20.0 K= 4.90 27.3 25.6 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-3.SDF JOB TITLE: Vitalia Building #3 - Unit Sprinklers '1 NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GEM) S3 20.0 K= 4.90 33.7 28.4 S4 20.0 K= 4.90 32.0 27.7 I I * I I I I I 1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG-3.SDF JOB TITLE: Vitalia Building #3 - Unit Sprinklers PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 109.1 6.090 PL 15.00 PF 0.0 R 1 0.0 SRCE 80.1 (N/A) 1.2 150 FTG ETG PE 0.0 2 0.0 0.0 80.1 0.0 0.000 TL 87.46 PV I Pipe: 2 109.1 1.985 PL 4.00 PF 1.4 2 0.0 0.0 80.1 0.0 11.3 150 FTG 2E FE 0.0 3 0.0 0.0 78.6 0.0 0.089 TL 16.00 PV I Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 0.0 0.0 78.6 0.0 15.0 psi, 109.1 gpm $ 4 0.0 0.0 63.6 0.0 Pipe: 4 109.1 1.985 PL 4.00 PF 1.4 0.0 63.6 0.0 11.3 150 FTG 2E PE 0.0 5 I 0.0 0.0 0.0 62.2 0.0 0.089 TL 16.00 PV Pipe: 5 109.1 2.067 PL 90.00 FE' 7.7 I S0.0 0.0 62.2 0.0 10.4 150 FTG 2E FE 0.0 6 0.0 0.0 54.5 0.0 0.073 TL 105.11 PV Pipe: 6 109.1 1.985 FL 5.00 PF 1.0 I 6 0.0 0.0 54.5 0.0 11.3 150 FTG E FE 0.0 7 0.0 0.0 53.6 0.0 0.089 TL 11.00 PV I Pipe: 7 109.1 2.003 PL 10.00 FE' 2.7 'R 7 0.0 0.0 53.6 0.0 11.1 150 FTG 22.0 FE -4.3 8 10.0 0.0 46.5 0.0 0.085 TL 32.00 PV I Pipe: 8 109.1 2.003 PL 12.00 FE' 2.0 8 10.0 0.0 46.5 0.0 11.1 150 FTG 12.0 FE 0.0 9 10.0 0.0 44.5 0.0 0.085 TL 24.00 PV I Pipe: 9 26.8 2.003 PL 4.00 FE' 0.1 9 10.0 0.0 44.5 0.0 2.7 150 FTG 7.0 FE 0.0 10 10.0 0.0 44.4 0.0 0.006 TL 11.00 PV Pipe: 10 26.8 2.003 FL 136.00 FE' 1.2 10.0 0.0 44.4 0.0 2.7 150 FTG 52.0 FE 0.0 I 10 11 10.0 0.0 43.2 0.0 0.006 TL 188.00 PV Pipe: 11 82.3 2.003 FL 10.00 FE' 1.1 I 10.0 0.0 44.5 0.0 8.4 150 FTG 12.0 FE -4.3 20 20.0 0.0 39.0 0.0 0.051 TL 22.00 PV Pipe: 12 26.8 2.003 FL 10.00 FE' 0.1 • 11 10.0 0.0 43.2 0.0 2.7 150 FTG 12.0 FE -4.3 21 20.0 0.0 38.7 0.0 0.006 TL 22.00 PV 'I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-3.SDF JOB TITLE: Vitalia Building #3 - Unit Sprinklers I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. $ NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 74.0 2.003 PL 36.00 PF 2.1 I 20 22 20.0 20.0 0.0 0.0 39.0 36.9 0.0 0.0 7.5 150 0.042 FTG TL 14.0 50.00 PE PV 0.0 Pipe: 14 21.1 2.003 PL 3.00 PF 0.0 22 20.0 0.0 36.9 0.0 2.1 150 FTG 2.0 PE 0.0 23 20.0 0.0 36.9 0.0 0.004 TL 5.00 PV Pipe: 15 -35.1 2.003 PL 119.00 PF 1.8 23 20.0 0.0 36.9 0.0 3.6 150 FTG 55.0 PE 0.0 21 20.0 0.0 38.7 0.0 0.010 TL 174.00 PV I Pipe: 16 53.0 1.101 PL 8.00 PF 5.8 • 22 20.0 0.0 36.9 0.0 17.8 150 FTG 6.0 PE 0.0 Si 20.0 4.9 31.2 27.4 0.412 TL 14.00 PV I Pipe: 17 25.6 1.101 PL 15.00 PF 3.9 Si 20.0 4.9 31.2 27.4 8.6 150 FTG 21.0 PE 0.0 I S2 20.0 4.9 27.3 25.6 0.107 TL 36.00 PV Pipe: 18 56.1 1.101 PL 1.00 PF 3.2 23 20.0 0.0 36.9 0.0 18.9 150 FTG 6.0 PE 0.0 I S3 20.0 4.9 33.7 28.4 0.459 TL 7.00 PV Pipe: 19 27.7 1.101 PL 12.00 PF 1.7 I S3 S4 20.0 20.0 4.9 4.9 33.7 32.0 28.4 27.7 9.3 150 0.124 FTG TL 2.0 14.00 PE PV 0.0 Pipe: 20 8.3 2.003 FL 16.00 PF 0.0 I 20 20.0 0.0 39.0 0.0 0.8 150 FTG 18.0 PE -6.9 30 36.0 0.0 32.1 0.0 0.001 TL 34.00 PV Pipe: 21 -8.3 2.003 FL 10.00 PF 0.0 J 21 20.0 0.0 38.7 0.0 0.8 150 FTG 18.0 PE -4.3 31 30.0 0.0 34.4 0.0 0.001 TL 28.00 PV I Pipe: 22 8.3 2.003 PL 22.00 PF 0.0 • 30 36.0 0.0 32.1 0.0 0.8 150 FTG 28.0 PE 0.0 32 36.0 0.0 32.0 0.0 0.001 TL 50.00 PV I Pipe: 23 6.2 2.003 PL 6.00 PF 0.0 32 36.0 0.0 32.0 0.0 0.6 150 FTG 18.0 PE 2.6 33 30.0 0.0 34.6 0.0 0.000 TL 24.00 PV I Pipe: 24 6.2 2.003 PL 21.00 PF 0.0 33 30.0 0.0 34.6 0.0 0.6 150 FTG 18.0 FE 0.0 I 34 30.0 0.0 34.6 0.0 0.000 TL 39.00 PV Pipe: 25 6.2 2.003 PL 6.00 PF 0.0 I 34 35 30.0 36.0 0.0 0.0 34.6 32.0 0.0 0.0 0.6 150 0.000 FTG TL 18.0 24.00 PE PV -2.6 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-3.SDF JOB TITLE: Vitalia Building #3 - Unit Sprinklers 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 8.3 2.003 PL 28.00 PF 0.0 35 36.0 0.0 32.0 0.0 0.8 150 FTG 24.0 PE 0.0 36 36.0 0.0 31.9 0.0 0.001 TL 52.00 PV Pipe: 27 8.3 2.003 PL 6.00 PF 0.0 36.0 0.0 31.9 0.0 0.8 150 FTG 18.0 PE 2.6 I 36 37 30.0 0.0 34.5 0.0 0.001 TL 24.00 PV Pipe: 28 5.7 2.003 PL 18.00 PF 0.0 37 30.0 0.0 34.5 0.0 0.6 150 FTG 28.0 PE -2.6 38 36.0 0.0 31.9 0.0 0.000 TL 46.00 PV I Pipe: 29 5.7 2.003 PL 1.00 PF 0.0 • 38 36.0 0.0 31.9 0.0 0.6 150 FTG 10.0 PE 0.0 BB4 36.0 0.0 31.9 0.0 0.000 TL 11.00 PV Pipe: 30 5.7 2.003 PL 5.00 PF 0.0 8B4 36.0 0.0 31.9 0.0 0.6 150 FTG 10.0 PE 0.0 I 39 36.0 0.0 31.9 0.0 0.000 TL 15.00 PV Pipe: 31 0.0 1.101 PL 5.00 PF 0.0 38 36.0 0.0 31.9 0.0 0.0 150 FTG 10.0 PE 0.0 I BB5 36.0 0.0 31.9 0.0 0.000 TL 15.00 PV Pipe: 32 0.0 1.101 PL 1.00 PF 0.0 I 39 BB1 36.0 36.0 0.0 0.0 31.9 31.9 0.0 0.0 0.0 150 0.000 FTG TL 10.0 11.00 PE PV 0.0 Pipe: 33 0.0 1.101 PL 6.00 PF 0.0 BB1 36.0 0.0 31.9 0.0 0.0 150 FTG 2.0 PE 0.0 BB2 36.0 0.0 31.9 0.0 0.000 TL 8.00 PV Pipe: 34 0.0 1.101 PL 6.00 PF 0.0 I BB2 36.0 0.0 31.9 0.0 0.0 150 FTG 2.0 PE 0.0 BB3 36.0 0.0 31.9 0.0 0.000 TL 8.00 PV I Pipe: 35 5.7 2.003 PL 18.00 PF 0.0 39 36.0 0.0 31.9 0.0 0.6 150 FTG 28.0 PE 0.0 40 36.0 0.0 31.9 0.0 0.000 TL 46.00 PV I Pipe: 36 5.7 2.003 PL 6.00 PF 0.0 40 36.0 0.0 31.9 0.0 0.6 150 FTG 18.0 PE 2.6 41 30.0 0.0 34.5 0.0 0.000 TL 24.00 PV I Pipe: 37 8.3 2.003 PL 42.00 PF 0.1 41 30.0 0.0 34.5 0.0 0.8 150 FTG 40.0 PE 0.0 I 31 30.0 0.0 34.4 0.0 0.001 TL 82.00 PV Pipe: 38 2.2 1.101 PL 21.00 PF 0.0 I 32 35 36.0 36.0 0.0 0.0 32.0 32.0 0.0 0.0 0.7 150 0.001 FTG TL 12.0 33.00 PE PV 0.0 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-ELDG-3.SDF I JOB TITLE: Vitalia Building #3 - Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 2.6 1.101 PL 21.00 PF 0.1 37 30.0 0.0 34.5 0.0 0.9 150 FTG 12.0 PE 0.0 $ 41 30.0 0.0 34.5 0.0 0.002 TL 33.00 PV NOTES (HASS) Calculations were performed by the HASS 8.2 computer program under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 1 (931) 659-9760 The system has been calculated to provide an average I imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.118 gpm. I (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 18.9 ft/sec at pipe 18. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP I PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 I PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 I I I I I I I I I I I I I I I I I I I I I I I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Place & Cassia Road Carlsbad, CA Building #3 - Attic Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 5-Attic Sprinklers COVERAGE PER SPRINKLER: 40' roof span max. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 141.1 gpm TOTAL WATER REQUIRED (including hose) : 241.1 gpm FLOW AND PRESSURE (@ BOR) : 141.1 gpm @ 66.9 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-3-ATTIC.SDF JOB TITLE: Vitalia Building #3 - Attic Sprinklers WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE I PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 1 116.7 103.5 2750.0 116.6 241.1 100.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 241.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 141.1 GPM I NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GPM) I 1 2 0.0 0.0 SOURCE - - - - 100.5 100.4 141.1 - - - 3 0.0 - - - - 98.1 - - - 4 0.0 - - - - 83.1 - - - - - - - 80.8 - - - 6 I S0.0 0.0 - - - - 68.5 - - - 7 0.0 - - - - 66.9 - - - I 8 9 10.0 10.0 - - - - - - - - 58.2 54.9 - - - - - - 10 10.0 - - - - 54.7 - - - 11 10.0 - - - - 51.8 - - - I 20 20.0 - - - - 49.1 - - - 21 20.0 - - - - 47.1 - - - 22 20.0 - - - - 48.6 - - - 20.0 - - - - 48.6 - - - I 23 30 36.0 - - - - 41.0 - - - 31 30.0 - - - - 41.6 - - - 32 36.0 - - - - 39.3 - - - I 33 30.0 - - - 41.4 - - - 34 30.0 - - - - 40.7 35 36.0 - - - - 37.6 - - - 36.0 - - - - 35.9 - - - I 36 37 30.0 - - - - 37.7 - - - 38 36.0 - - - - 33.2 - - - 39 40 36.0 36.0 - - - - - - - - 33.0 34.6 - - - - - - 41 30.0 - - - - 38.1 - - - BB1 36.0 K= 5.60 23.8 27.3 36.0 K= 5.60 20.8 25.5 I BB2 BB3 36.0 K= 5.60 19.9 25.0 BB4 36.0 K= 5.60 33.0 32.2 36.0 K= 5.60 30.9 31.1 I BBS Si 20.0 - - - - 48.6 - - - S2 20.0 - - - - 48.6 - - - I I I $ I I I I I I I 1 I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-3-ATTIC.SDF JOB TITLE: Vitalia Building #3 - Attic Sprinklers NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S3 20.0 - - - - 48.6 - - - S4 20.0 - - - - 48.6 - - - I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG--3--ATTIC.SDF JOB TITLE: Vitalia Building #3 - Attic Sprinklers PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 - 141.1 6.090 FL 15.00 PF 0.1 • 1 0.0 SRCE 100.5 (N/A) 1.6 150 FTG ETG PE 0.0 2 0.0 0.0 100.4 0.0 0.001 TL 87.46 PV I Pipe: 2 141.1 1.985 PL 4.00 PF 2.3 2 0.0 0.0 100.4 0.0 14.6 150 FTG 2E PE 0.0 I 0.0 0.0 98.1 0.0 0.143 TL 16.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 0.0 0.0 98.1 0.0 15.0 psi, 141.1 gpm I 4 0.0 0.0 83.1 0.0 Pipe: 4 141.1 1.985 PL 4.00 PF 2.3 0.0 83.1 0.0 14.6 150 FTG 2E PE 0.0 5 I 0.0 0.0 0.0 80.8 0.0 0.143 TL 16.00 PV Pipe: 5 141.1 2.067 PL 90.00 PF 12.4 I 0.0 0.0 80.8 0.0 13.5 150 FTG 2E PE 0.0 6 0.0 0.0 68.5 0.0 0.118 TL 105.11 PV 1 Pipe: 6 141.1 1.985 PL 5.00 PF 1.6 6 0.0 0.0 68.5 0.0 14.6 150 FTG E PE 0.0 7 0.0 0.0 66.9 0.0 0.143 TL 11.00 PV I Pipe: 7 141.1 2.003 PL 10.00 PF 4.4 • 7 0.0 0.0 66.9 0.0 14.4 150 FTG 22.0 PE -4.3 8 10.0 0.0 58.2 0.0 0.137 TL 32.00 PV I Pipe: 8 141.1 2.003 PL 12.00 PF 3.3 8 10.0 0.0 58.2 0.0 14.4 150 FTG 12.0 PE 0.0 I 9 10.0 0.0 54.9 0.0 0.137 TL 24.00 PV Pipe: 9 43.7 2.003 PL 4.00 PF 0.2 9 10.0 0.0 54.9 0.0 4.5 150 FTG 7.0 PE 0.0 10 10.0 0.0 54.7 0.0 0.016 TL 11.00 PV Pipe: 10 43.7 2.003 FL 136.00 PF 3.0 10.0 0.0 54.7 0.0 4.5 150 FTG 52.0 PE 0.0 I 10 11 10.0 0.0 51.8 0.0 0.016 TL 188.00 PV Pipe: 11 97.4 2.003 FL 10.00 PF 1.5 I 10.0 0.0 54.9 0.0 9.9 150 FTG 12.0 PE -4.3 20 20.0 0.0 49.1 0.0 0.069 TL 22.00 PV 1 Pipe: 12 43.7 2.003 FL 10.00 PF 0.3 1 11 10.0 0.0 51.8 0.0 4.5 150 FTG 12.0 FE -4.3 21 20.0 0.0 47.1 0.0 0.016 TL 22.00 PV 1 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-3-ATTIC.SDF JOB TITLE: Vitalia Building #3 - Attic Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 31.4 2.003 PL 36.00 PF 0.4 20 20.0 0.0 49.1 0.0 3.2 150 FTG 14.0 PE 0.0 22 20.0 0.0 48.6 0.0 0.009 TL 50.00 PV Pipe: 14 31.4 2.003 FL 3.00 PF 0.0 20.0 0.0 48.6 0.0 3.2 150 FTG 2.0 FE 0.0 I 22 23 20.0 0.0 48.6 0.0 0.009 TL 5.00 PV Pipe: 15 31.4 2.003 PL 119.00 PF 1.5 23 20.0 0.0 48.6 0.0 3.2 150 FTG 55.0 PE 0.0 21 20.0 0.0 47.1 0.0 0.009 TL 174.00 PV I Pipe: 16 0.0 1.101 PL 8.00 PF 0.0 • 22 20.0 0.0 48.6 0.0 0.0 150 FTG 6.0 PE 0.0 51 20.0 0.0 48.6 0.0 0.000 TL 14.00 PV I Pipe: 17 0.0 1.101 PL 15.00 PF 0.0 51 20.0 0.0 48.6 0.0 0.0 150 FTG 21.0 PE 0.0 S2 20.0 0.0 48.6 0.0 0.000 TL 36.00 PV I Pipe: 18 0.0 1.101 PL 1.00 PF 0.0 23 20.0 0.0 48.6 0.0 0.0 150 FTG 6.0 FE 0.0 I S3 20.0 0.0 48.6 0.0 0.000 TL 7.00 PV Pipe: 19 0.0 1.101 PL 12.00 PF 0.0 S3 20.0 0.0 48.6 0.0 0.0 150 FTG 2.0 PE 0.0 S4 20.0 0.0 48.6 0.0 0.000 TL 14.00 PV Pipe: 20 65.9 2.003 PL 16.00 PF 1.1 20.0 0.0 49.1 0.0 6.7 150 FTG 18.0 PE -6.9 I 20 30 36.0 0.0 41.0 0.0 0.034 TL 34.00 PV • Pipe: 21 75.2 2.003 FL 10.00 PF 1.2 I 21 20.0 0.0 47.1 0.0 7.7 150 FTG 18.0 PE -4.3 31 30.0 0.0 41.6 0.0 0.043 TL 28.00 PV I Pipe: 22 65.9 2.003 FL 22.00 PF 1.7 • 30 36.0 0.0 41.0 0.0 6.7 150 FTG 28.0 PE 0.0 32 36.0 0.0 39.3 0.0 0.034 TL 50.00 PV Pipe: 23 48.8 2.003 PL 6.00 PF 0.5 32 36.0 0.0 39.3 0.0 5.0 150 FTG 18.0 FE 2.6 33 30.0 0.0 41.4 0.0 0.019 TL 24.00 PV I Pipe: 24 48.8 2.003 PL 21.00 PF 0.8 33 30.0 0.0 41.4 0.0 5.0 150 FTG 18.0 FE 0.0 1 34 30.0 0.0 40.7 0.0 0.019 TL 39.00 Pv Pipe: 25 48.8 2.003 PL 6.00 PF 0.5 I 34 35 30.0 36.0 0.0 0.0 40.7 37.6 0.0 0.0 5.0 150 0.019 FTG TL 18.0 24.00 FE PV -2.6 I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG--3-ATTIC.SDF TITLE: Vitalia Building #3 - Attic Sprinklers I JOB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 65.9 2.003 PL 28.00 PF 1.7 36.0 0.0 37.6 0.0 6.7 150 FTG 24.0 PE 0.0 I 35 36 36.0 0.0 35.9 0.0 0.034 TL 52.00 PV Pipe: 27 65.9 2.003 PL 6.00 PF 0.8 36 36.0 0.0 35.9 0.0 6.7 150 FTG 18.0 FE 2.6 1 37 30.0 0.0 37.7 0.0 0.034 TL 24.00 PV Pipe: 28 73.6 2.003 PL 18.00 PF 1.9 I 7 30.0 0.0 37.7 0.0 7.5 150 FTG 28.0 PE -2.6 38 36.0 0.0 33.2 0.0 0.041 TL 46.00 PV 1 Pipe: 29 42.5 2.003 PL 1.00 PF 0.2 38 36.0 0.0 33.2 0.0 4.3 150 FTG 10.0 PE 0.0 BB4 36.0 5.6 33.0 32.2 0.015 TL 11.00 PV I Pipe: 30 10.3 2.003 PL 5.00 PF 0.0 BB4 36.0 5.6 33.0 32.2 1.0 150 FTG 10.0 FE 0.0 39 36.0 0.0 33.0 0.0 0.001 TL 15.00 PV I Pipe: 31 31.1 1.101 PL 5.00 PF 2.3 38 36.0 0.0 33.2 0.0 10.5 150 FTG 10.0 PE 0.0 IBBS 36.0 5.6 30.9 31.1 0.154 TL 15.00 PV Pipe: 32 77.8 1.101 FL 1.00 FE' 9.2 36.0 0.0 33.0 0.0 26.2 150 FTG 10.0 FE 0.0 I 19 BB1 36.0 5.6 23.8 27.3 0.840 TL 11.00 PV Pipe: 33 50.5 1.101 FL 6.00 FE' 3.0 I BE1 36.0 5.6 23.8 27.3 17.0 150 FTG 2.0 FE 0.0 BB2 36.0 5.6 20.8 25.5 0.378 TL 8.00 PV Pipe: 34 25.0 1.101 PL 6.00 PF 0.8 I BB2 36.0 5.6 20.8 25.5 8.4 150 FTG 2.0 FE 0.0 BB3 36.0 5.6 19.9 25.0 0.103 TL 8.00 PV I Pipe: 35 -67.5 2.003 FL 18.00 FE' 1.6 U 39 36.0 0.0 33.0 0.0 6.9 150 FTG 28.0 FE 0.0 40 36.0 0.0 34.6 0.0 0.035 TL 46.00 PV I Pipe: 36 -67.5 2.003 FL 6.00 FE' 0.8 40 36.0 0.0 34.6 0.0 6.9 150 FTG 18.0 PE 2.6 41 30.0 0.0 38.1 0.0 0.035 TL 24.00 PV I Pipe: 37 -75.2 2.003 PL 42.00 FE' 3.5 41 30.0 0.0 38.1 0.0 7.7 150 FTG 40.0 FE 0.0 I31 30.0 0.0 41.6 0.0 0.043 TL 82.00 PV Pipe: 38 17.1 1.101 PL 21.00 PF 1.7 I 32 35 36.0 36.0 0.0 0.0 39.3 37.6 0.0 0.0 5.8 150 0.051 FTG TL 12.0 33.00 FE PV 0.0 E I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-BLDG-3-ATTIC.SDF TITLE: Vitalia Building #3 - Attic Sprinklers I JOB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -7.7 1.101 PL 21.00 PF 0.4 I 37 41 30.0 30.0 0.0 37.7 0.0 38.1 0.0 2.6 150 FTG 0.0 0.012 TL 12.0 33.00 PE 0.0 PV 1 NOTES (HASS) Calculations were performed by the HASS 8.2 computer program I under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 $ (931) 659-9760 The system has been calculated to provide an average I imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.102 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 26.2 ft/sec at pipe 32. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Ell Tee LngEil ChkVlv BfyVlv GatViv AimChk DPVlv NPTee 6.090 14.28 30.61 9.18 32.65 10.20 3.06 28.57 28.57 30.61 I 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 ChkViv BfyVlv GatVlv AimChk DPVlv NPTee I 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 I I I I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitalia Townhomes Pointsettia Lane and Cassia Road Carlsbad CA Building #9 - Unit Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Hazard) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 4-Sprinklers COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 103.4 gpm TOTAL WATER REQUIRED (including hose) : 203.4 gpm FLOW AND PRESSURE (@ BOR) : 103.4 gpm @ 59.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I I I I I 111 I I I I I $ I I $ I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136-BLDG-9.SDF TITLE: Vitalia Townhomes - Building #9 Unit Sprinklers I JOB WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D I NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 1 109.7 103.5 2750.0 109.6 203.4 83.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 203.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 83.1 103.4 2 0.0 - - - - 80.2 - - 3 4.0 - - - - 77.6 - - - 4 4.0 - - - - 62.6 - - - 5 4.0 - - - - 61.7 - - - 6 0.0 - - - - 60.8 - - - 7 0.0 - - - - 59.9 - - - 8 10.0 - - - - 53.1 - - - 9 10.0 - - - - 51.4 - - - 10 10.0 - - - - 50.8 - - - 11 10.0 - - - - 49.7 - - - 20 20.0 - - - - 45.5 - - - 21 20.0 - - - 45.2 - - - 30 30.0 - - - - 40.5 31 30.0 - - - - 38.1 32 30.0 - - - - 38.1 - - - 33 30.0 - - - - 40.5 - - - 34 30.0 - - - - 29.0 35 30.0 - - - - 29.0 - - - Si 30.0 K= 4.90 28.2 26.0 S2 30.0 K= 4.90 27.5 25.7 S3 30.0 K= 4.90 28.2 26.0 S4 30.0 K= 4.90 27.3 25.6 40 36.0 - - - - 37.9 41 36.0 - - - - 37.9 - - - 42 36.0 - - - - 37.9 - - - 43 36.0 - - - - 37.9 - - - 44 36.0 - - - - 37.9 - - - 45 36.0 - - - - 37.9 - - - 46 36.0 - - - - 37.9 - - - BBi 36.0 - - - - 37.9 - - - BB2 36.0 - - - - 37.9 BB3 36.0 - - - - 37.9 - - - BB4 36.0 - - - - 37.9 - - - I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-9.SDF TITLE: Vitalia Townhomes - Building #9 Unit Sprinklers I JOB NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE I (FT) (PSI) (GEM) BB5 36.0 - - - - 37.9 - - - I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136--BLDG-9.SDF JOB TITLE: Vitalia Townhornes - Building #9 Unit Sprinklers I PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 103.4 2.067 PL 20.00 PF 2.9 5 1 0.0 SRCE 83.1 (N/A) 9.9 150 FTG ETG PE 0.0 2 0.0 0.0 80.2 0.0 0.066 TL 44.18 PV Pipe: 2 103.4 1.959 PL 4.00 PF 0.9 2 0.0 0.0 80.2 0.0 11.0 150 FTG E PE -1.7 I 4.0 0.0 77.6 0.0 0.086 TL 10.00 PV Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 77.6 0.0 15.0 psi, 103.3 gpm 1 4 4.0 0.0 62.6 0.0 Pipe: 4 103.4 1.959 PL 4.00 PF 0.9 0.0 62.6 0.0 11.0 150 FTG E PE 0.0 5 I 4.0 4.0 0.0 61.7 0.0 0.086 TL 10.00 PV Pipe: 5 103.4 2.067 PL 25.00 PF 2.7 I 4.0 0.0 61.7 0.0 9.9 150 FTG 2E PE 1.7 6 0.0 0.0 60.8 0.0 0.066 TL 40.11 PV a Pipe: 6 103.4 1.959 PL 5.00 PF 0.9 6 0.0 0.0 60.8 0.0 11.0 150 FTG E PE 0.0 7 0.0 0.0 59.9 0.0 0.086 TL 11.00 PV I Pipe: 7 103.4 2.003 PL 10.00 PF 2.5 7 0.0 0.0 59.9 0.0 10.5 150 FTG 22.0 PE -4.3 8 10.0 0.0 53.1 0.0 0.077 TL 32.00 PV I Pipe: 8 103.4 2.003 PL 10.00 PF 1.7 8 10.0 0.0 53.1 0.0 10.5 150 FTG 12.0 PE 0.0 I 9 10.0 0.0 51.4 0.0 0.077 TL 22.00 PV Pipe: 9 71.2 2.003 PL 4.00 PF 0.6 9 10.0 0.0 51.4 0.0 7.3 150 FTG 12.0 PE 0.0 10 10.0 0.0 50.8 0.0 0.039 TL 16.00 PV Pipe: 10 32.1 2.003 PL 130.00 PF 1.7 0.0 51.4 0.0 3.3 150 FTG 58.0 PE 0.0 11 I 10.0 10.0 0.0 49.7 0.0 0.009 TL 188.00 PV Pipe: 11 71.2 2.003 PL 10.00 PF 0.9 I 10 10.0 0.0 50.8 0.0 7.3 150 FTG 14.0 PE -4.3 20 20.0 0.0 45.5 0.0 0.039 TL 24.00 PV I Pipe: 12 32.1 2.003 PL 10.00 PF 0.2 I 11 10.0 0.0 49.7 0.0 3.3 150 FTG 14.0 PE -4.3 21 20.0 0.0 45.2 0.0 0.009 TL 24.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-9.SDF JOB TITLE: Vitalia Townhomes - Building #9 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 12.7 2.003 PL 142.00 PF 0.3 20 20.0 0.0 45.5 0.0 1.3 150 FTG 67.0 PE 0.0 21 20.0 0.0 45.2 0.0 0.002 TL 209.00 PV Pipe: 14 58.5 2.003 FL 10.00 PF 0.6 20 20.0 0.0 45.5 0.0 6.0 150 FTG 14.0 PE -4.3 30 30.0 0.0 40.5 0.0 0.027 TL 24.00 PV Pipe: 15 44.8 2.003 PL 10.00 PF 0.4 21 20.0 0.0 45.2 0.0 4.6 150 FTG 14.0 PE -4.3 33 30.0 0.0 40.5 0.0 0.016 TL 24.00 PV Pipe: 16 52.1 2.003 PL 68.00 FE 2.5 30 30.0 0.0 40.5 0.0 5.3 150 FTG 46.0 PE 0.0 31 30.0 0.0 38.1 0.0 0.022 TL 114.00 PV Pipe: 17 0.4 2.003 FL 11.00 PF 0.0 31 30.0 0.0 38.1 0.0 0.0 150 FTG 4.0 PE 0.0 32 30.0 0.0 38.1 0.0 0.000 TL 15.00 PV Pipe: 18 -51.2 2.003 PL 66.00 FE 2.4 32 30.0 0.0 38.1 0.0 5.2 150 FTG 48.0 FE 0.0 33 30.0 0.0 40.5 0.0 0.021 TL 114.00 PV Pipe: 19 51.7 1.101 PL 11.00 FE 9.1 31 30.0 0.0 38.1 0.0 17.4 150 FTG 12.0 FE 0.0 34 30.0 0.0 29.0 0.0 0.394 TL 23.00 PV Pipe: 20 51.6 1.101 PL 11.00 FE 9.0 32 30.0 0.0 38.1 0.0 17.4 150 FTG 12.0 FE 0.0 35 30.0 0.0 29.0 0.0 0.393 TL 23.00 PV Pipe: 21 26.0 1.101 FL 2.00 PE 0.8 34 30.0 0.0 29.0 0.0 8.8 150 FTG 5.0 FE 0.0 Si 30.0 4.9 28.2 26.0 0.111 TL 7.00 PV Pipe: 22 25.7 1.101 FL 12.00 PF 1.5 34 30.0 0.0 29.0 0.0 8.7 150 FTG 2.0 FE 0.0 S2 30.0 4.9 27.5 25.7 0.108 TL 14.00 PV Pipe: 23 26.0 1.101 FL 2.00 FE 0.8 35 30.0 0.0 29.0 0.0 8.8 150 FTG 5.0 FE 0.0 S3 30.0 4.9 28.2 26.0 0.111 TL 7.00 PV Pipe: 24 25.6 1.101 FL 12.00 PF 1.7 35 30.0 0.0 29.0 0.0 8.6 150 FTG 4.0 FE 0.0 S4 30.0 4.9 27.3 25.6 0.107 TL 16.00 PV Pipe: 25 6.4 2.002 FL 6.00 FE 0.0 30 30.0 0.0 40.5 0.0 0.7 150 FTG 12.0 FE -2.6 40 36.0 0.0 37.9 0.0 0.000 TL 18.00 FV 1 I I I I I I I I $ I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-9.SDF JOB TITLE: Vitalia Townhomes - Building #9 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 -6.4 2.003 EL 6.00 PF 0.0 33 30.0 0.0 40.5 0.0 0.7 150 FTG 12.0 PE -2.6 46 36.0 0.0 37.9 0.0 0.000 TL 18.00 PV Pipe: 27 6.4 2.003 FL 22.00 PF 0.0 40 36.0 0.0 37.9 0.0 0.7 150 FTG 28.0 FE 0.0 41 36.0 0.0 37.9 0.0 0.000 TL 50.00 Fv Pipe: 28 4.0 2.003 FL 3.00 PF 0.0 41 36.0 0.0 37.9 0.0 0.4 150 FTG 2.0 PE 0.0 42 36.0 0.0 37.9 0.0 0.000 TL 5.00 PV Pipe: 29 2.4 2.003 FL 20.00 PF 0.0 42 36.0 0.0 37.9 0.0 0.2 150 FTG 22.0 FE 0.0 43 36.0 0.0 37.9 0.0 0.000 TL 42.00 PV Pipe: 30 2.4 2.003 FL 122.00 PF 0.0 43 36.0 0.0 37.9 0.0 0.2 150 FTG 68.0 FE 0.0 44 36.0 0.0 37.9 0.0 0.000 TL 190.00 PV Pipe: 31 4.0 2.003 FL 3.00 PF 0.0 44 36.0 0.0 37.9 0.0 0.4 150 FTG 4.0 PE 0.0 45 36.0 0.0 37.9 0.0 0.000 TL 7.00 PV Pipe: 32 6.4 2.003 FL 22.00 PF 0.0 45 36.0 0.0 37.9 0.0 0.7 150 FTG 28.0 FE 0.0 46 36.0 0.0 37.9 0.0 0.000TL 50.00 PV Pipe: 33 1.6 1.598 FL 102.00 PF 0.0 42 36.0 0.0 37.9 0.0 0.3 150 FTG 57.0 FE 0.0 44 36.0 0.0 37.9 0.0 0.000 TL 159.00 PV Pipe: 34 2.4 2.003 FL 62.00 PF 0.0 41 36.0 0.0 37.9 0.0 0.2 150 FTG 54.0 FE 0.0 BB1 36.0 0.0 37.9 0.0 0.000 TL 116.00 PV Pipe: 35 2.4 2.003 FL 6.00 PF 0.0 BE1 36.0 0.0 37.9 0.0 0.2 150 FTG 2.0 FE 0.0 BB2 36.0 0.0 37.9 0.0 0.000 TL 8.00 PV Pipe: 36 2.4 2.003 FL 6.00 PF 0.0 BB2 36.0 0.0 37.9 0.0 0.2 150 FTG 2.0 FE 0.0 BB3 36.0 0.0 37.9 0.0 0.000 TL 8.00 PV Pipe: 37 2.4 2.003 FL 6.00 PF 0.0 BB3 36.0 0.0 37.9 0.0 0.2 150 FTG 2.0 PE 0.0 BB4 36.0 0.0 37.9 0.0 0.000 TL 8.00 PV Pipe: 38 2.4 2.003 FL 6.00 PF 0.0 BB4 36.0 0.0 37.9 0.0 0.2 150 FTG 2.0 FE 0.0 BB5 36.0 0.0 37.9 0.0 0.000 TL 8.00 PV I I I I I I I 1 I I I I I I I I I I 1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-BLDG-9.SDF JOB TITLE: Vitalia Townhomes - Building #9 Unit Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 2.4 2.003 PL 54.00 PF 0.0 BB5 36.0 0.0 37.9 0.0 0.2 150 FTG 52.0 PE 0.0 1 45 36.0 0.0 37.9 0.0 0.000 TL 106.00 PV NOTES (HASS) Calculations were performed by the HASS 8.2 computer program I under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 1 (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 0.128 gpm. Total pressure at each node is used in balancing the system. I Maximum water velocity is 17.4 ft/sec at pipe 19. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet I (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.002 4.28 8.56 2.57 9.41 5.14 0.86 8.56 8.56 8.56 I PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 I I 1 I SOUTHLAND FIRE PROTECTION, INC. 4733 POINT LOMA AVENUE SAN DIEGO,CA 92107 HYDRAULIC CALCULATIONS FOR Vitali Townhomes Pointsettia Lane & Cassia Road Carlsbad, CA Building #9 - Attic Sprinklers FILE NUMBER: DATE: FEB 20, 2012 -DESIGN DATA- OCCUPANCY CLASSIFICATION: R2 (Light Harzard) DENSITY: .10 gpm/sq. ft. AREA OF APPLICATION: 5-Attic Sprinklers COVERAGE PER SPRINKLER: 40' roof span max. NUMBER OF SPRINKLERS CALCULATED: 5 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 125.2 gpm TOTAL WATER REQUIRED (including hose) : 225.2 gpm FLOW AND PRESSURE (@ BOR) : 125.2 gpm @ 50.2 psi SPRINKLER ORIFICE SIZE: 1/2 inch NAME OF CONTRACTOR: Southland Fire Protection, Inc. DESIGN/LAYOUT BY: M. Lovely AUTHORITY HAVING JURISDICTION: Carlsbad Fire Dept. CONTRACTOR CERTIFICATION NUMBER: C-16 611956 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27091255 HRS SYSTEMS, INC. I I I I 1 I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/20/2012 H:\2011\11-136--BLDG-9-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #9 Attic Sprinklers WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 109.7 103.5 2750.0 109.6 225.2 76.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 225.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 125.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 76.9 125.2 2 0.0 - - - - 72.8 - - - 3 4.0 - - - - 69.8 - - - 4 4.0 - - - - 54.8 - - - 5 4.0 - - - - 53.6 - - - 6 0.0 - - - - 51.5 - - - 7 0.0 - - - - 50.2 - - - 8 10.0 - - - - 42.3 9 10.0 - - - - 39.9 10 10.0 - - - - 39.1 - - - 11 10.0 - - - - 37.6 - - - 20 20.0 - - - - 33.4 - - - 21 20.0 - - - - 32.9 - - - 30 30.0 - - - - 28.1 - - - 31 30.0 - - - - 28.1 - - - 32 30.0 - - - - 28.1 - - - 33 30.0 - - - - 28.0 - - - 34 30.0 - - - - 28.1 35 30.0 - - - - 28.1 Si 30.0 - - - - 28.1 S2 30.0 - - - - 28.1 S3 30.0 - - - - 28.1 S4 30.0 - - - - 28.1 40 36.0 - - - - 25.0 - - - 41 36.0 - - - - 23.4 - - - 42 36.0 - - - - 23.4 - - - 43 36.0 - - - - 23.4 - - - 44 36.0 - - - - 23.4 - - - 45 36.0 - - - - 23.4 - - - 46 36.0 - - - - 24.9 - - - BB1 36.0 K= 5.60 20.0 25.1 BB2 36.0 K= 5.60 19.9 25.0 BB3 36.0 K= 5.60 19.9 25.0 BB4 36.0 K= 5.60 19.9 25.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/20/2012 H:\2011\11-136-BLDG-9-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #9 Attic Sprinklers NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BB5 36.0 K= 5.60 20.0 25.1 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/20/2012 H:\2011\11-136-BLDG-9-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #9 Attic Sprinklers PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. I END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) I Pipe: 1 125.2 2.067 PL 20.00 PF 4.2 U 1 0.0 SRCE 76.9 (N/A) 12.0 150 FTG ETG PE 0.0 2 0.0 0.0 72.8 0.0 0.094 TL 44.18 PV .1 Pipe: 2 125.2 1.959 PL 4.00 PF 1.2 2 0.0 0.0 72.8 0.0 13.3 150 FTG E PE -1.7 4.0 0.0 69.8 0.0 0.122 TL 10.00 PV I Pipe: 3 FIXED PRESSURE LOSS DEVICE 3 4.0 0.0 69.8 0.0 15.0 psi, 125.1 gpm 1 4 4.0 0.0 54.8 0.0 Pipe: 4 125.2 1.959 PL 4.00 PF 1.2 5 I 4.0 4.0 0.0 0.0 54.8 53.6 0.0 0.0 13.3 150 0.122 FTG TL E 10.00 PE PV 0.0 Pipe: 5 125.2 2.067 PL 25.00 PF 3.8 I 4.0 0.0 53.6 0.0 12.0 150 FTG 2E PE 1.7 6 0.0 0.0 51.5 0.0 0.094 TL 40.11 PV Pipe: 6 125.2 1.959 PL 5.00 PF 1.3 6 0.0 0.0 51.5 0.0 13.3 150 FTG E PE 0.0 7 0.0 0.0 50.2 0.0 0.122 TL 11.00 PV I Pipe: 7 125.2 2.003 PL 10.00 PF 3.5 U 7 0.0 0.0 50.2 0.0 12.7 150 FTG 22.0 PE -4.3 8 10.0 0.0 42.3 0.0 0.110 TL 32.00 PV I Pipe: 8 125.2 2.003 PL 10.00 PF 2.4 8 10.0 0.0 42.3 0.0 12.7 150 FTG 12.0 PE 0.0 10.0 0.0 39.9 0.0 0.110 TL 22.00 PV I Pipe: 9 86.2 2.003 PL 4.00 PF 0.9 9 10.0 0.0 39.9 0.0 8.8 150 FTG 12.0 PE 0.0 10 10.0 0.0 39.1 0.0 0.055 TL 16.00 PV Pipe: 10 39.0 2.003 PL 130.00 PF 2.4 10.0 0.0 39.9 0.0 4.0 150 FTG 58.0 PE 0.0 I 9 11 10.0 0.0 37.6 0.0 0.013 TL 188.00 PV Pipe: 11 86.2 2.003 PL 10.00 PF 1.3 I 10 10.0 0.0 39.1 0.0 8.8 150 FTG 14.0 PE -4.3 20 20.0 0.0 33.4 0.0 0.055 TL 24.00 PV I Pipe: 12 39.0 2.003 PL 10_00 PF 0.3 I 11 10.0 0.0 37.6 0.0 4.0 150 FTG 14.0 PE -4.3 21 20.0 0.0 32.9 0.0 0.013 TL 24.00 PV I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/20/2012 H:\2011\11-136-BLDG-9--ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #9 Attic Sprinklers PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 15.5 2.003 PL 142.00 PF 0.5 20 20.0 0.0 33.4 0.0 1.6 150 FTG 67.0 PE 0.0 21 20.0 0.0 32.9 0.0 0.002 TL 209.00 PV Pipe: 14 70.7 2.003 PL 10.00 PF 0.9 20 20.0 0.0 33.4 0.0 7.2 150 FTG 14.0 PE -4.3 30 30.0 0.0 28.1 0.0 0.038 TL 24.00 PV Pipe: 15 54.5 2.003 PL 10.00 PF 0.6 21 20.0 0.0 32.9 0.0 5.5 150 FTG 14.0 PE -4.3 33 30.0 0.0 28.0 0.0 0.024 TL 24.00 PV Pipe: 16 7.1 2.003 PL 68.00 PF 0.1 30 30.0 0.0 28.1 0.0 0.7 150 FTG 46.0 PE 0.0 31 30.0 0.0 28.1 0.0 0.001 TL 114.00 PV Pipe: 17 7.1 2.003 PL 11.00 PF 0.0 31 30.0 0.0 28.1 0.0 0.7 150 FTG 4.0 PE 0.0 32 30.0 0.0 28.1 0.0 0.001 TL 15.00 PV Pipe: 18 7.1 2.003 PL 66.00 PF 0.1 32 30.0 0.0 28.1 0.0 0.7 150 FTG 48.0 PE 0.0 33 30.0 0.0 28.0 0.0 0.001 TL 114.00 PV Pipe: 19 0.0 1.101 PL 11.00 PF 0.0 31 30.0 0.0 28.1 0.0 0.0 150 FTG 12.0 PE 0.0 34 30.0 0.0 28.1 0.0 0.000 TL 23.00 PV Pipe: 20 0.0 1.101 PL 11.00 PF 0.0 32 30.0 0.0 28.1 0.0 0.0 150 FTG 12.0 PE 0.0 35 30.0 0.0 28.1 0.0 0.000 TL 23.00 PV Pipe: 21 0.0 1.101 PL 2.00 PF 0.0 34 30.0 0.0 28.1 0.0 0.0 150 FTG 5.0 PE 0.0 51 30.0 0.0 28.1 0.0 0.000 TL 7.00 PV Pipe: 22 0.0 1.101 PL 12.00 PF 0.0 34 30.0 0.0 28.1 0.0 0.0 150 FTG 2.0 PE 0.0 S2 30.0 0.0 28.1 0.0 0.000 TL 14.00 PV Pipe: 23 0.0 1.101 PL 2.00 PF 0.0 35 30.0 0.0 28.1 0.0 0.0 150 FTG 5.0 PE 0.0 S3 30.0 0.0 28.1 0.0 0.000 TL 7.00 PV Pipe: 24 0.0 1.101 PL 12.00 PF 0.0 35 30.0 0.0 28.1 0.0 0.0 150 FTG 4.0 PE 0.0 S4 30.0 0.0 28.1 0.0 0.000 TL 16.00 PV Pipe: 25 63.6 2.002 PL 6.00 PF 0.6 30 30.0 0.0 28.1 0.0 6.5 150 FTG 12.0 PE -2.6 40 36.0 0.0 25.0 0.0 0.031 TL 18.00 PV I I 1 I I I I I I I I I I I I I I I I I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/20/2012 H:\2011\11-136-BLDG-9--ATTIC.SDF TITLE: Vitalia Townhomes - Building 19 Attic Sprinklers I JOB PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 26 61.6 2.003 PL 6.00 PF 0.5 I 33 46 30.0 36.0 0.0 0.0 28.0 24.9 0.0 0.0 6.3 150 0.030 FTG TL 12.0 18.00 PE PV -2.6 Pipe: 27 63.6 2.003 PL 22.00 PF 1.6 I 40 36.0 0.0 25.0 0.0 6.5 150 FTG 28.0 PE 0.0 41 36.0 0.0 23.4 0.0 0.031 TL 50.00 PV Pipe: 28 2.4 2.003 PL 3.00 PF 0.0 41 36.0 0.0 23.4 0.0 0.2 150 FTG 2.0 PE 0.0 42 36.0 0.0 23.4 0.0 0.000 TL 5.00 PV I Pipe: 29 1.4 2.003 PL 20.00 PF 0.0 U 42 36.0 0.0 23.4 0.0 0.1 150 FTG 22.0 PE 0.0 43 36.0 0.0 23.4 0.0 0.000 TL 42.00 PV 1 Pipe: 30 1.4 2.003 PL 122.00 PF 0.0 43 36.0 0.0 23.4 0.0 0.1 150 FTG 68.0 PE 0.0 I 44 36.0 0.0 23.4 0.0 0.000 TL 190.00 PV Pipe: 31 2.4 2.003 PL 3.00 PF 0.0 44 36.0 0.0 23.4 0.0 0.2 150 FTG 4.0 PE 0.0 1 45 36.0 0.0 23.4 0.0 0.000 TL 7.00 PV Pipe: 32 -61.6 2.003 PL 22.00 PF 1.5 I 45 46 36.0 36.0 0.0 0.0 23.4 24.9 0.0 0.0 6.3 150 0.030 FTG TL 28.0 50.00 PE PV 0.0 Pipe: 33 1.0 1.598 PL 102.00 PF 0.0 I 42 36.0 0.0 23.4 0.0 0.2 150 FTG 57.0 PE 0.0 44 36.0 0.0 23.4 0.0 0.000 TL 159.00 PV • Pipe: 34 61.2 2.003 PL 62.00 PF 3.4 41 36.0 0.0 23.4 0.0 6.2 150 FTG 54.0 PE 0.0 BB1 36.0 5.6 20.0 25.1 0.029 TL 116.00 PV I Pipe: 35 36.1 2.003 PL 6.00 PF 0.1 • BB1 36.0 5.6 20.0 25.1 3.7 150 FTG 2.0 PE 0.0 BB2 36.0 5.6 19.9 25.0 0.011 TL 8.00 PV 1 Pipe: 36 11.1 2.003 PL 6.00 PF 0.0 BB2 36.0 5.6 19.9 25.0 1.1 150 FTG 2.0 PE 0.0 I BB3 36.0 5.6 19.9 25.0 0.001 TL 8.00 PV Pipe: 37 -13.9 2.003 PL 6.00 PF 0.0 BB3 36.0 5.6 19.9 25.0 1.4 150 FTG 2.0 PE 0.0 I BB4 36.0 5.6 19.9 25.0 0.002 TL 8.00 PV Pipe: 38 -38.9 2.003 PL 6.00 PF 0.1 I BB4 36.0 5.6 19.9 25.0 4.0 150 FTG 2.0 PE 0.0 BB5 36.0 5.6 20.0 25.1 0.013 TL 8.00 PV Li I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/20/2012 H:\2011\11-136-BLDG-9-ATTIC.SDF JOB TITLE: Vitalia Townhomes - Building #9 Attic Sprinklers I PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. I NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 39 -64.0 2.003 PL 54.00 PF 3.4 BB5 36.0 5.6 20.0 25.1 6.5 150 FTG 52.0 PE 0.0 45 36.0 0.0 23.4 0.0 0.032 TL 106.00 PV NOTES (HASS) Calculations were performed by the HASS 8.2 computer program I under license no. 27091255 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 1 (931) 659-9760 The system has been calculated to provide an average I imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.061 gpm. Total pressure at each node is used in balancing the system. I Maximum water velocity is 13.3 ft/sec at pipe 2. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N I Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.002 4.28 8.56 2.57 9.41 5.14 0.86 8.56 8.56 8.56 I PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 I r- I I I 'Zoc'C I Vitalia - Townhomes I Eli T'i 4& I Pointsettia Lane & Cassia Road Carlsbad, California I Automatic Fire Sprinkler System Product Data Sheets I I I Southland Fire Protection, Inc 4733 Point Loma Avenue I San Diego, CA 92107 I Phone: 619-523-1400 Fax: 619-523-1402 California License C-16 611956 I I I4S SU B 1iTT I 04. n.. DETJT I Rela bl 0 Bulletin 006 Rev. F Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers C (0 0 0 0) (0 m A Residential Flat Concealed Sprinkler engineered fora minimum design density of 0.05 gpm1ft2 with low GPM requirements. Features Very low water flow requirements. ½" (13mm) Total adjustment. Thread-OniThread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automat- ic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residential Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC30, RFC43 and RFC49, for residential installa- tions, use a 165°F (74°C) fusible solder link in a tuning fork style sprinkler frame with a drop-down deflector. This as- sembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to I I 1 I I I I I I I I I I I The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 L] ceiling temperature. The subsequent operation of the sol- der link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distri- bution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 25/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART Temperature Rating OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Note: A leak tight 1/2" NPT (191/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2 (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final adjust- ment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressur- ization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Li I I I I I I I El I I Sprinkler Cover Plate Max. Ambient Temp. 1651F/741c 135°F/570C 1001F/381c Installation Data: RFC30 (SIN RA0611) Thread Sprinkler Maximum Minimum Minimum Required Size K Factor Spacing Distance to Distance between Sprinkler Discharge Flow Press. inch (mm) ft. (m) Wall sprinklers ft. (m) ft. (m) gpm (Lpm) psi (bar) 1/2" (15mm) 3.0 12 x 12 (3.60.6) 6(1.83) 8(2.43) 9(34.1) 9.0(0.62) ½" (15mm) 3.0 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 10(37.8) 11(0.76) Note: 1 bar = 100 Kpa Installation Data: RFC43 (SIN RA0612) Thread Size inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall Minimum Distance between sprinklers Minimum Required Sprinkler Discharge Flow Press. ft. (m) ft. (m) gpm (Lpm) psi (bar) 112" (15mm) 4.3 12x 12(3.6x3.6) 6(1.83) 8(2,43) 12(45) 7.8 (0.54) 112" (15mm) 4.3 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 9.1 (0.63) 1/2" (15mm) 4.3 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13(49) 9.1 (0.63) ½"(lSmm) 4.3 18x 18(5.5x5.5) 9(2.74) 8(2.43) 18(68) 17.5(1.21) Y2"(15mm) 4.3 20x20(6.0x6.0) 10(3.05) 8(2.43) 21(79) 23.8(1.64) Note: 1 bar = 100 Kpa Installation Data: RFC49 (RA0616) Thread Size inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall Minimum Distance between sprinklers Minimum Required Sprinkler Discharge Flow Press. ft. (m) ft. (m) gpm (Lpm) psi (bar) Y2" (15mm) 4.9 12 x 12 (3.6x3.6) 6(1.83) 8(2.43) 13(49) 7.0 (0.48) 1/2' (15mm) 4.9 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 7.0 (0.48) 1/2" (15mm) 4.9 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13 (49) 7.0(0.48) 1/2" (15mm) 4.9 18 x 18 (5.5x5.5) 9(2.74) 8(2.43) 17 (64.3) 12.0 (0.83) ½' (15mm) 4.9 20 x 20 (6.0x6.0) 10(3.05) 8(2.43) 20(75.7) 16.7(1.14) Note: 1 bar = 100 Kpa FOR SLOPED CEILING APPLICATIONS SEE RASCO BULLETIN 035. I 1 2. consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). Ordering Information Cover Plate Finishes (1) Specify: Standard Finishes Sprinkler Model Cover Plate Finish chrome White Thread-On or Finishes Bright Brass Black Plating Black Paint Off White Satin chrome ii Other colors and finishes avail- able. Consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warran- ties. Special Application Push-On Feature I Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprinklers I should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other I cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler cover plate assem- bly which has been painted (other than factory applied) or I 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 be maintained in the original cartons and packaging until I used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Model RFC30, RFC43 and RFC49 Residential I Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm!ft2. Sprinkler frame and deflector I shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with I symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 3.0 (44), 4.3 (62.4), and 4.91 1 (70) having a 5/", /8 and 7A6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall I 1/2' REDUCING TEE DR ELBOW I I I 2re" [58.42mm] DIA CUP L 1 66.55m HOLE IN CEILING I 2 [50.8mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION CEILING ' [72.70mm] MAX. J COVER ADJUSTMENT CCP COVER PLATE ASSEMBLY 3d " [84.27mm] DIA. [4.96mm] 300L'N OO6FGOM COVER PLATE: 1/2" [12./mm] ADJUSTMENT I 1 3. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many i precision-made Reliable products that guard life and property from fire around the clock. I • Automatic sprinklers Flush automatic sprinklers I • Recessed automatic sprinklers I . Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers is Intermediate level sprinklers Open sprinklers I . Spray nozzles .Alarm valves I • Retarding chambers Dry pipe valves I • Accelerators for dry pipe valves Mechanical sprinkler alarms is Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves is Check valves is Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gaugesldentification signs Fire department connection I L 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. I Productsmanufactured 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 The Reliable Automatic Sprinkler Co. Inc. Recycled 1 I (800) 431-1588 Sales Offices Paper (800) 848-6051 Sales Fax Revision lines indicate updated or new data. Relia ble (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 02/11 P/N 9999970261 tqCI3 Fire Suppression & Building Products Li Technical Services 800-381-93121 +1-401-781-8220 I www.tyco-fire.com I I Series TY-FRB - 2.8,42,56, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following, A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. I The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. I IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. I Page I of 10 Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY- FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. VTOTM The Series TY-FRB Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manu- facturer should be contacted with any questions. JULY 2010 - .. r Model/Sprinkler Identification Number (SIN) TY1131: Upright 2.8K, 1/2" NPT TY1231: Pendent 2.8K, 1/2" NPT TY2131: Upright 4.2K, 1/2" NPT 1Y2231: Pendent 4.2K, 1/2" NPT TY3131: Upright 5.6K, 1/2" NPT TY3231: Pendent 5.6K, 1/2" NPT TY4131: Upright 8.0K, 3/4" NPT TY4231: Pendent 8.0K, 3/4" NPT TY4831: Upright* 8.0K, 1/2" NPT TY4931: Pendent* 80K, 1/2" NPT Eastern Hemisphere Sales Only TFPI7I I I I I I 1 I I I I 2-7/8' (73,0 mm) DIA. RECESSED PENDENT ESCUTCHEON PLATE SEATING NPT SURFACE 2-1/4 (57,2 mm) -9/16 ),7 mm) SSP DEFLECTOR * PENDENT STYLE 10or20 RECESSED ESCUTCHEON STYLE 100r20 RECESSED ESCUTCHEON 2-7/8' (73,0 mm) DIA. RECESSED PENDENT I I I I I I I I 1 I I I I I 1 I I I TFPI7I Page 2 of 10 7/16(11,1 mm) NOMINAL MAKE-IN DEFLECTOR NOMINAL 2 j5L wREN2 MAKE-IN 3 1 FLATS el 1/2 NPT CROSS SECTION UPRIGHT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly * Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw - Bushing FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY113I) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT 7/16(11,1 mm) ESCUTCHEON SSU * NOMINAL 1/2" PLATE SEATING DEFLECTOR MAKE-IN NPT SURFACE 5 117YLmj4 /J6 RENCH FLATS 1/2' NPT SSP DEFLECTOR* CROSS SECTION UPRIGHT PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 1/2 INCH NPT 7/16 (11,1 mm) ESCUTCHEON ssu * NOMINAL PLATE SEATING DEFLECTOR MAKE-IN NPT SURFACE 7/16" t (55,6 mm) (11,1mm) /IlR __ _______ 2-3/16 NOMINAL I LLiJ \ 1-1/2' -3/16' _____ mm) .6 mm) ____ ______ WRENCH MAKE-iN FLATS (38,1 1/2" NPT SSPDEFLECTOR* UPRIGHT PENDENT TFPI7I Page 3 of 10 STYLE 10or20 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3 131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT SSU* DEFLECTOR 1/2' (12,7 mm) ESCUTCHEON STYLE 30 or 40 NOMINAL PLATE SEATING RECESSED MAKE-IN rr SURFACE ESCUTCHEON ARN r ) SSP DEFLECTOR * 2-7/8" (73,0 mm) DIA. PENDENT RECESSED PENDENT I I 6* 1/2' (12,7 mm) 4 NOMINAL MAKE-IN (57,2 mm) 3/4" NPT I I CROSS SECTION UPRIGHT I I I 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly "Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 3/4 INCH NPT I LI I I TFPI7I Page 4 of 10 I ssu* DEFLECTOR 7/16 (11,1 mm) NOMINAL MAKE-IN (55,6 5 I CROSS 1/2 NPT SECTION UPRIGHT I I 7/16" (11,1 mm) NOMINAL MAKE-IN NPT \lj mm) 1-9/16 WRENCH (39,7 mm) FLATS Ssp*— DEFLECTOR PENDENT I 1 - Frame 3 - Sealing 4- Bulb 6 - Deflector Assembly Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion-resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 GPM/psi112 (40,3 LPM/barl'2) K=4.2 GPM/psi1l2 (60,5 LPM/barl'2) K=5.6 GPM/psi1/2 (80,6 LPM/bar112) K=8.0 GPM/psi1/2 (115,2 LPM/bar112) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Beryllium Nickel w/Teflont Bulb ......................Glass Compression Screw........Bronze Deflector...........Copper/Bronze Bushing (K=2.8) ...........Bronze t Registered Trademark of Dupont Operation The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB Pendent and Upright Sprinklers are intended for fire protection systems designed in accordance with the standard installa- tion rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Preven- tion Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB Sprinklers must be installed in accordance with the following instructions. NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F/57°C and 3/32 inch (2,4 mm) for the 286°F/1411C temperature ratings. Obtain a leak-tight 1/2 inch NPT sprin- kler joint by applying a minimum to maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with con- sequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Install Pendent sprinklers in the pendent position. Install upright sprinklers in the upright position. With pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Tighten the sprinkler into the sprin- kler fitting using only the W-Type 6 Sprinkler Wrench (Figure 14). With reference to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. I I I I I I I i 1-7 I I TFPI7I Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED I WHITE*** POLYESTER 2.8 1/2" NPT PENDENT (TY1231) and UPRIGHT (TY1131) 135°F/57°C Orange 1, 2, 3, 4 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED (TY1231)* Figure 6 135°F/57°C Orange 1,2,4 PENDENT 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY1231)** Figure 7 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135F/57°C Orange 1,2 155°F/68°C Red 175°F/79°C Yellow 200°F/93C Green 286°F/141C Blue RECESSED PENDENT (TY2231)* Figure 8 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY2231)** Figure 9 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick. Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Installed with Style 10(1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS I I I I I I 1 I I I I I I [1 I I I I I TFPI7I Page 6 of 10 I SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME I PLATED WHITE*** POLYESTER LEAD COATED 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°F/57°C Orange 1,2, 3,4, 5, 6, 7 1,2, 3,5 155°F!68°C Red 175°F/79°C Yellow 200°F/93C Green 286°F/141°C Blue RECESSED PENDENT (TY3231)* Figure 10 135°F/57°C Orange 1, 2,4, 5 N/A 155°F/68°C Red 175°F/79C Yellow 200°F/93C Green 286°F/141°C Blue RECESSED PENDENT (TY3231)** Figure 11 135°F/57°C Orange 1, 2, 3, 4, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135°F/57°C Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TY4231)* Figure 12 135°F/57°C Orange 1,2, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TY4231)** Figure 13 135°F/57°C Orange 1, 2,3, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue 8.0 1/2" NPT PENDENT (TY4931) and UPRIGHT (1Y4831) 135°F/57°C Orange 1, 2,4, 5,6 1, 2, 5 155°F/68°C Red 175°F/79C __ Yellow 200°F/93°C Green 286°F/141°C Blue NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS I I I I I I I I I I 1 Li I I I I I TFPI7I Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME WHITE LEAD FACTOR BRASS PLATED POLYESTER COATED PENDENT (1Y1231) and 2.8 UPRIGHT (TY113I) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) 175 PSI 5.6 and UPRIGHT (TY3131) 250 PSI (17,2 BAR) (12,1 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) PENDENT (TY3231) N/A PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 8.0 PENDENT (TY4931) 175 PSI 1/2" NPT and UPRIGHT (TY4831) 175 PSI (12,1 BAR) (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. I I I I I I I I I I I The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Tighten the sprinkler into the sprin- kler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Fig- ure 15). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. After ceiling installation and finish- ing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced in accordance with the following instructions. IALi)I(•i Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Replace sprinklers that: were modified or over-heated. were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. are leaking or exhibiting visible signs of corrosion. were exposed to corrosive products of combustion but have not oper- ated, if you cannot easily remove combustion by-products with a cloth. have a cracked bulb or have lost liq- uid from the bulb. Refer to the Instal- lation section in this data sheet. I I I 1 Li I I I Page 8 of 10 I 5/8±1/4' 1 - (15,9±6,4 mm) FACE OF SPRINKLER I FITTING -.-±--.- I 2-7/8' DIA. (73,0 mm) 3/4' (19,1 mm) 2-1/4 DIA. 1/4' (6,4 mm) (57,2 mm) MOUNTING 1-5/16' (33,3 mm) 13/16' (20,6 mm) MOUNTING / SURFACE/ CLOSURE SERIES TY-FRB 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. (57,2 mm) 1/4" (6,4 MOUNTING I - DI AT 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING t \ - MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)j TY-FRB 1-1/16" (27,0 mm) I r (15,9±6,4 mm) FACE OF SPRINKLER I FITTING 2-7/8" DIA. - (73,0 mm) 3/4' (19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) MOUNTING MOUNTING / SURFACE/" SERIES CLOSURE TV- FR B 1-1/4" (31,8 mm) 3/4' (19,1 mm) 2-7/8' DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) —H f MOUNTING - DI AT 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING I FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT I I FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT mm) $ \ MOUNTING SURFACE CLOSURE I SERIES 1-1/4" (31,8 mm) 1" (25,4 mm) FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT I I Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. Responsibility lies with the owner for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdic- tion. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid 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. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. I I I I I I TFPI7I Page 9 of 10 I 5/8±1/4" I (15 - ,9±6,4 mm) FACE OF SPRINKLER I FITTING I t \ MOUNTING SURFACE CLOSURE 2-7/8 DIA. - (73,0 mm) 3/4' (19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) / I MOUNTING -01 ATC Lfl I = (3,2 mm) 1-1/4 (31,8 mm) 3/4' (19,1 mm) 2-7/8" DIA. (73,0 mm) 1/2' (12,7 mm) 2-1/4" DIA. —'H 1/4' (6,4 mm) 1 (57,2 mm) MOUNTING DI ATC SERIES 1-1/4(31,8mm) TY-FRB 1" (25,4 mm) 1/2±1/8' (12,7±3,2 mm) FACE OF SPRINKLER FITTING I MOUNTING I SURFACE/// CLOSURE SERIES TY-FRB FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT I 5/8±1/4' r (15 ,9±6,4 mm) FACE OF I SPRINKLER FITTING MOUNTING / SURFACE,/ CLOSURE SERIES TY-FRB FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 1/2±1/8' (73,0 mm) -'H 1/2' (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. i/4"(6 FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm)j TY-FRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT I I 2-7/8" DIA. (73,0 mm) 3/4(19,1 mm) 2-1/4" DIA. 1/4' (6,4 mm) (57,2 mm) 11 MOUNTING I I 1-5/16" (33,3 mm) 13/16(20,6mm) I I I Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. WRENCH RECESS (END "A USED FOR 1/2' NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4' NPT MODELS) FIGURE 14 W-TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 10 of 10 P/N 57- XXX- X- XXX I I 'H MODEL/SIN 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.61K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT (3/4°NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 360 8.0K UPRIGHT (1/2"NPT) TY4831* 361 8.0K PENDENT (1/2"NPT) TY4931° SPRINKLER TEMPERATURE FINISH RATINGS 1 NATURAL BRASS 135 135-F (57-C) 4 I WHITE POLYESTER I I 155 1 155°F (68°C) 3 I WHITE (RAL9010)° I I 175 1 175°F(79°C) 9 I CHROME PLATED I 1 200 1 200°F (93°C) 7 I LEAD COATED I I 286 I 286°F (141°C) * Eastern Hemisphere sales only. P I I I I I I TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited Warranty Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for prod- ucts or components manufactured by companies not affiliated by ownership with TFSBP or for products and com- ponents which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete infor- mation supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, express or implied, including warranties of mer- chantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in Contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY-FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*). Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001, * Refer to Technical Data Sheet TFP770. I I I LI I I I Copyright © 2007-2010 Tyco Fire Suppression & Building Products. All rights reserved. I I 1 I tqCU /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 PE /PERFORMANCE K ATTIC PROTECTION SPRINKLER SYSTEM I Models BB, SD, HIP, and AP "Specific Application Sprinklers for Protecting Attics" General The Tyco® Peak TM Performance Mod- els BB TM (Back to Back), SD TM (Single Directional), HIPTM, and APTM (Attic Plus) "Specific Application Sprinklers for Protecting Attics" are fire sprinklers for combustible and non-combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Application Combusti- ble Concealed Space Sprinkler having specific application criteria for its use with the Model BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protec- tion in attic spaces and, when com- pared to Standard Spray Sprinklers, cost savings are achieved by eliminat- ing branchline materials and the asso- ciated installation labor. "The Specific Application Sprinklers for Protecting Attics" have undergone the most ex- tensive 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 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 IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Pagel of 28 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. Listed for extended coverage in combustible construction. Full-scale fire tested in both wet and dry system scenarios. Full-scale fire tested, for use in wood truss construction. Listed for specific roof slopes (Refer to Table A). The Specific Application Attic Sprin- klers provide the best level of protec- tion and control cost by eliminating the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Directional) or Model HIP Sprinklers, one line of either of these sprinkler types is usu- ally 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 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 branchlines saves the cost of the pipe, fittings, 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 vol- ume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly al- MAY, 2008 TFP6IO I I I I I I I I I I El I I I Description The Specific Application Attic Sprin- klers are the first sprinklers to be: I Page 2 of 28 TFP6IO I I I I I I I I I Components: - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector F 2-1/4" 1-5/8" (57.2 mm) - (41,3 mm) FLOW FLOW 4 FRAME ARMS THREAD (54,0 mm) RELIEF 2 1/2 3/4 NPT (12,7 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE A MODEL BBI, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet Sealing 6 - Lever 10 - Diffuser Assembly 7 - Deflector 11- Link Saddle Frame Assembly L.._ 1-9/16" F(28,6 2-1/4" (39,7 mm) (57,2 mm) 10 11 9 " m) 7 FLOW' FLOW LOW FLO"' 3; NPT 2 1 7/16"(11,1 mm) WRENCH NOMINAL MAKE-IN HEX CROSS SIDE SECTION ELEVATION FIGURE B MODEL BBI, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector F 2-1/4" L 1-5/8" 57.2 mm) (41,3 mm) FRAME 6 13/16" m) (20,6 mm) __________ FLOW FLOW FLOV 452T ARMS THREAD (54,0 mm) RELIEF 7/16" t 1/2" NPT (11,1 mm) J NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE C MODEL BBI, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: I 1 - Body 5 - Compression 8 - Deflector I 2 - Cap Screw 9 - Rivet I 3 - Sealing Lever 10 - Link Assembly Deflector Assembly I 4 - Saddle Frame I 1-5/16" 2-1/8" (33,3 mm) (54,0 mm) 1-5/16" 33,4 mm) T__ 3" FLOW (76,2 mm) - FRAME 30 ARMS WRENCH HEX I K 2 1 - 7/16" 1/2"NPT (11,1 mm) CROSS NOMINAL SIDE CC('"Tlf"kI MAKE-IN 1 FIGURE D MODEL SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS I p I I L I I Page 3 of 28 I Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/8' 2' (54,0 mm) (50,8 mm) 1-1/16" _ 1-1/4" (27.0 mm) 6 (31,8 mm) FLOW FRAME ARMS THRI EAD ____ (54.0mrn) RELIEF 2 7/16' f 1/2NPT (11.1 mm) _J NOMINAL WRENCH MAKE-IN FLATS CROSS SIDE SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Frame 5 - Compression 2 - Sealing Screw Assembly 6 - Deflector 3 - Button 7 - Ejection 4 - Bulb Spring 1-11/16" 6 (42,9 mm) 5 SPRINKLER FRAME —T Il I\ I I I I ARMS 2-1/4" 3 ___________ (57,2 mm) WRENCH 2 FLATS 1/2 NPT 7/16(11,1 mm) NOMINAL MAKE-IN CROSS FRONT SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS I I I I L L low for quicker water delivery times, eliminating the need for an accelera- tor. The other cost reduction is the Listing of BlazeMaster* CPVC for use in attic spaces to supply the wet system "Spe- cific Application Sprinklers for Protect- ing Attics", as well as the wet system sprinklers below the ceiling. Tradition- ally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers. The savings of using 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 Protect- ing Attics" - BB TM (Back to Back Dual Directional), SD TM (Single Direc- tional), HIPTM, and APTM (Attic Plus). The BB and SD Sprinklers have three separate versions 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 Tyco® Model BB TM Specific Appli- cation Attic Sprinkler (Figure A, B & C) throws a narrow but long pattern. The narrow 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 horizontally. There are three different models (i.e., BB1, BB2 & BB3) that account for dif- ferent roof slopes, and each model is available in one of three different ori- fice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Tyco® Model SID TM Specific Appli- cation Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, unlike the Model BB the Model SD only dis- charges 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 would be used on one side of the slope, and AP Sprinklers or Standard Spray Sprinklers would be used to pro- tect the other side. The Model SD Sprinklers must be installed in a verti- cal upright orientation and not angled with the slope. (Achieving the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being supplied from a line running along and parallel to the roof hip.) Three different models (i.e., SD1, SD2 & SD3) are available for different roof slopes. HIP Sprinkler The Tyco® Model HIPTM Specific Ap- plication Attic Sprinkler (Figure E) cov- ers the area of the hip in the attic. This is a slightly different concept than the BB (Back to Back) or SD (Single Direc- tional). The HIP Sprinkler is located along the slope running down the hip, and throws a 90° pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP Sprinkler does not discharge much water directly up or down the hip, but rather it discharges most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typi- cally spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (Ref. Figure 12) and the maximum throw cannot exceed 28 feet (8,5 m) measured horizontally. The HIP, un- like the BB and SD, is installed with the deflector parallel with the slope. A sin- gle model is available with flow and I Li I I I I rr~ I *registered trademark of Lubrizol Advanced Materials, Inc. 1Y4180* - BBI, K=8.0 I TY4181* - 1131132, K=8.0 1Y4182* - BB3, K=8.0 TY3180* - BBI, K=5.6 TY3181* - 13132, K=5.6 I TY3182* - BB3, K=5.6 1Y2180 -BBI,K=4.2 TY2181 - 13132, K=4.2 I TY2182 -BB3,K=4.2 TY3183* - SDI, K=5.6 TY3184* - SD2, K=5.6 1Y3185* - SD3, K=5.6 1Y3187* - HIP, K=5.6 1Y3190 - AP, K=5.6 I 1Y2190 - AP, K=4.2 *The "TY' prefix is a redesignation of I the previous C" prefix (e.g.,TY4180is a redesignation for C4180). I I I Page 4 of 28 TFP6IO pressure requirements for two differ- ent spacings. AP Sprinkler (Attic Plus) Installed in the upright orientation with their deflector parallel to the roof, the Tyco® Model APTM Sprinklers (Figure F) are intended to be used to provide protection of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. When used, the AP Sprinklers in most cases will provide a hydraulic advantage over Standard Spray Sprinklers for the protection of attic areas outside the scope of appli- cation for the BB, SD, or HIP Sprin- klers (Ref. Figures 21 and 22 for exam- ples). WARNING The Specific Application Sprinklers for Protecting Attics" described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number Technical Data Approvals UL & C-UL Listed. (The approvals only apply to the serv- ice conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K=8.0 Discharge Coefficient K = 4.2 GPM/psi1/2 (60,5 LPM/barl/2) K = 5.6 GPM/p5i112 (80,6 LPM/barl/2) K = 8.0 GPM/p5i112 (115,5 LPM/barl/2) Temperature Rating Intermediate Temperature as follows: - 200°F/93°C for BB (K4.2 & K8.0), HIP, AP - 212°F/100°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/Teflont Bulb ........Glass (3 mm dia.) Link . . . . . . . . . . . . . . Monel Compression Screw .....Brass Deflector ........Brass/Bronze t DuPont Registered Trademark Physical Characteristics (Figures B & D) Body ..............Brass Cap ..............Bronze Sealing Assembly ........... Beryllium Nickel w/Teflont Saddle .............Brass Link Assembly ........Nickel Compression Screw .....Brass Deflector ........Brass/Bronze Lever .............Bronze Deflector Frame .......Bronze Diffuser ............Brass Rivet ..............Brass t DuPont Registered Trademark Physical Characteristics (Figure F) Frame .............Brass Button .............Bronze Sealing Assembly ........... Stainless Steel w/Teflont Bulb ........Glass (3 mm dia.) Compression Screw .....Brass Deflector ............Bronze t DuPont Registered Trademark Patents U.S.A. 5,669,449; patent pending Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. 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 separate, allowing the sprinkler to activate and water to flow. I I I I I I I I I TFP6IO 1 Installation The Tyco® Peak TM Performance Mod- els BBTM, SDTM, HIPTM, and APTM Specific Application Attic Sprinklers for Protecting Attics" must be installed in accordance with the following in- structions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque range of 710 14 ft.lbs. (9,5 to 19,0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque range of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Step 1. Sprinklers must be oriented correctly: Model BB Sprinklers are to be in- stalled in the upright vertical position with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical position 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 per- pendicular to the ridge of the hip roof and with the flow direction arrows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed at an angle so that its de- flector is parallel with the slope of hip ridge line.) . The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench tighten the sprinkler using only the wrenches shown in Fig- ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH N JAW FLANGES WRENCH USE END AW FLANGE MARKED "A" ONLY FIGURE H W-TYPE 3 SPRINKLER WRENCH For use with BB (K8.0) Sprinklers WRENCH FLATS ENGAGE SPRINKLER THREAD RELIEF JAW FLANGES USE END WITH WRENCH WRENCH JAW FLANGE "A" ONLY MARKED FIGURE J W-TYPE 6 SPRINKLER WRENCH For use with BB (K4.2) Sprinklers Page 5 of 28 WRENCH FLATS ENGAGE SPRINKLER THREAD U SE RELIEF WITH WRENCH JAW FLANGES WRENCH W FLANGE ONLY KED FIGURE K W-TYPE 20 SPRINKLER WRENCH For use with HIP (K5.6) Sprinklers WRENCH HEX APPLY WRENCH TO WRENCH HEX ONLY ADJUST To ,WRENCHJAW TO FIT WRENCH HEX FIGURE L ADJUSTABLE WRENCH For use with BB (K5.6) & SD (K5.6) Sprinklers I WRENC ,J - FLATS ENGAGE SPRINKLER THREAD WITH WRENCH USE END RELIEF AWFGELANGES WRENCH MARKED JAW FLANGE "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For use with AP (K4.2 & 5.6) Sprinklers I I I I I I I I I I I I I Page 6 of 28 TFP6IO I Li I Design Criteria Area Of Use: Roof structures, combustible and non- combustible, including wood joist/raf- ters 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 section 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, and 12 illustrate where the roof span is to be measured. Coverage Beyond BB, SD or HIP Allowable Roof Spans: Uptolofeet(3,1 m)of coverage atthe 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, 1413, and 15). BB, SD, HIP, or AP Minimum Dis- tance Between Sprinklers: 4 feet (1,2 m) as measured along branchline for BB and SD (Ref. Figure 3). 3 feet (0,9 m) as measured along branch line for HIP (Ref. Figure 12). 7 feet (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Dis- tance Between Sprinklers: 6 feet (1,8 m) on center along the branch line (Ref. Figure 3 and 12) for BB, SD, and HIP. For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Dis- tance 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, SD, or HIP Sprinklers to AP Sprinklers or Stand- ard 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 and 5). For roof pitches of 3:12 (25%) up to 4:12 (33%) [only 4.21K 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 t 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 is3:12t0 12:i2 and the top chord or solid wood rafter is nominal 12 inch (600 mm) or less. BB or SD Deflector Installation Po- sition 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) 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 cur- tain. The draft curtain may be con- structed of 1/2 inch (12,7 mm) ply- wood. 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): TFPB BlazeMaster CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: NOTES Where the use of non-combustible in- sulation is specified, verify with the insulation manufacturer as to the non- combustibility of the insulation. The non-combustible insulation (e.g., fi- berglass) 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 in- sulation with BlazeMaster CPVC by consulting www.lubrizol.com. TFBP BlazeMaster CPVC may be used to supply the wet system ceil- ing sprinklers on the floor below. There must be 6 inches (152,4 mm) of non-combustible insulation cover- ing the pipe extending 12 inches (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be pro- tected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceiling joist, the joist channel must be cov- ered or filled with 6 inches (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 913). Insulation is for fire protec- tion purposes. It is not freeze pro- tection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide in- structions. With reference to Figure 19, TFBP BlazeMaster CPVC may be used ex- posed to supply wet system BB, SD, or HIP Sprinklers where * Risers are vertical and protected by a BB, SD, or HIP Sprinkler lo- cated at a maximum lateral dis- tance of 12 inches (300 mm) from the riser centerline. * BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline. * BB, SD, or HIP Sprinklers are on armovers and located at a maxi- mum lateral distance of 6 inches (150 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 armover or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (150 mm) from the branchline centerline. * A minimum lateral distance of 18 inches (450 mm) is maintained between the CPVC pipe and a I I 1 I I I I I 1 Page 7 of 28 MODEL K SIN ALLOWABLE ROOF SPAN, (a) (b) Feet (m) MINIMUM FLOW, GPM (1pm) MINIMUM PRESSURE, PSI (bar) PITCH, Rise Over Run (/o) DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds BB1 8.0 TY4180 :560 (18,3) 38(144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 :560 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (c) BB3 8 TY4182 560 (18,3) 40(152) 25.0(1,7) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 >40 (12,2)10 560 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 >40 (12,2)10 560 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) BB3 5.6 TY3182 >40 (12,2) to 560 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5.6 TY3180 540 (12,2) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 540 (12,2) 25(95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) 8B3 56 TY3182 540(12,2) 25(95) 20.0 (1,4) 10:12 (83)10 12:12 (100) (c) BB1 4.2 TY2180 520 (6,1) 13(49) 9.6 (0,7) 3:12 (25)10 less than 7:12 (58) 45(d) BB2 4.2 TY2181 520 (6,1) 13(49) 9.6 (0,7) 7:12 (58)10 less than 10:12 (83) 45(d) BB3 4.2 TY2182 520 (6,1) 13(49) 9.6(0,7) 10:12 (83)to 12:12 (100) 45(d) SD1 56 TY3183 >30 (9,1)10 540 (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)10 540 (12,2) 35(132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >30 (9,1) to 540 (12,2) 35 (132) 39.0 (2,7) 10:12 (83)10 12:12 (100) (c) —_SD1 5.6 TY3183 >10(3,O) to :530(9,1) 25(95) 20.0 (1,4) 4:12 (33)to less than 7:12 (58) (c) SD2 5.6 TY3184 >10(3,O) 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 530 (9,1) 25(95) 20.0 (14) 10:12 (83)10 12:12 (100) (c) SD1 5.6 TY3183 510 (3,0) 19(72) 11.5 (0,8) 4:12 (33)10 less than 7:12 (58) (c) SD2 56 TY3184 510 (3,0) 19 (72) 11.5 (0,8) 7:12 (58)10 less than 10:12 (83) (C) SD3 5 TY3185 510 (3,0) 19(72) 11.5 (0,8) 10:12 (83)to 12:12 (100) (c) HIP 5.6 TY3187 >20 (6,1) to 528 (8,5) 34(129) 36.9 (2,5) 4:12 (33)10 12:12 (100) (c) HIP 5.6 TY3187 520 (6,1) 25(95) 20.0 (14) 4:12 (33)10 12:12 (100) (c) AP 5.6 TY3190 10 (3 1) x 12 (36) - See note (e) - Minimum 7 psi (0,48 bar) Minimum 0.10 gpmlsq. ft. (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: The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. 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. The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" I heat producing device such as heat pumps, fan motors, lights, and heat lamps. TFBP BlazeMaster CPVC may be I used exposed to provide wet sys- tem, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A and 1713) where I The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported F L within 12 inches (0,3 m) of the AP Sprinkler, and pipe hangers are provided using the CPVC hanger support for horizontal 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 (300 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler. * A minimum 6 inches (152,4 mm) deep of non-combustible insula- tion extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Fig- ures 17A). lf 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 non- combustible insulation on top of I I I I I I I I I I Page 8 of 28 TFPGIO the branchline supplying the AP sprigs (Ref. Figure 1713). Insula- tion is for fire protection pur- poses. It is not freeze protec- tion. Additional depth of non-combustible 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, lights and heat lamps. Mismatched Slopes: For 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) branchlines 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: For 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 horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- tion 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 13131 (K8.0) would be calculated at the 60 feet (118,3 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 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) regardless of the length of the throw). NOTE The distance along the branchline may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maximum de- pending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without the use of additional Model AP Sprinklers or Standard Spray Sprinklers. Coverage area for the SD (Single Directional) Sprinklers is the dis- tance along the branchline multi- plied 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 maximum throw, measured horizon- tally is 40 feet (12,2 m), and the maximum 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, then 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 distance between the branchli- nes. 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 20-13- 3. The maximum spacing per sprin- kler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprinklers use these steps as a guideline: Determine if Model BB, SD, or HIP Sprinkler is needed. Determine if the roof slope is be- tween 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 provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) 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-factor, BB Sprinklers to minimize over dis- charge. 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 longer side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 feet (1,8 m). For example, 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 multiplied 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. For SD Sprinklers (Single Directional) Determine the throw needed As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 &11). (400 ft2 is not an issue with the single directional because at its maximum spacing of 6 foot (1,8 m) on center/covering 40 feet (12,2m)flat/a12:l2slope/and the discharge 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. Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, protect 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 I i I I I 1 I I I I I I I I I TFP6IO Page 9 of 28 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 trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Con- tinue 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 reached, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as measured flat (plan view). If this pipe is 'cut to fit", the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view, must be accounted 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 Maintenance The Tyco® Peak TM Performance Mod- els BB TM, SID TM, HIPTM, and APTM "Specific Application Sprinklers for Protecting Attics" must be maintained and serviced in accordance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shutdown the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. 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 sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wip- ing the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be detective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify). BB1 (K=8.0), TY4180 ...............PIN 51-623-1-200 BB2 (K=8.0), TY4181 ...............P/N 51-621-1-200 13133 (K=8.0), TY4182 ...............PIN 51-622-1-200 B61 (K=5.6), TY3180 ...............P/N 50-601-1-212 BB2 (K=5.6), TY3181 ...............P/N 50-602-1-212 BB3 (K=5.6), TY3182 ...............PIN 50-603-1-212 BB1 (K=4.2), TY2180 ...............P/N 50-620-1-200 BB2 (K=4.2), TY2181 ...............P/N 50-621-1-200 13133 (K=4.2), TY2162 ...............PIN 50-622-1-200 SD1 (K=5.6), TY3183 ...............P/N 50-611-1-212 SD2 (K=5.6), TY3164 ...............PIN 50-612-1-212 SD3 (K=5.6), TY3185 ...............PIN 50-613-1-212 HIP (K=5.6), TY3187 ...............PIN 51-620-1-200 AP (K=5.6), TY3190 ...............PIN 50-625-1-200 AP (K=4.2), TY2190 ...............PIN 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. I I I 1 Li I I I I I 1 I I I I I 1 22" (558,8 mm) MAX. BB, SD, OR HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -OR- / STANDARD FOR A ROOF PITCH%) T1 TRUSS 18" MIN. LESS THAN 4:12 (33, -I (457,2 mm) 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1" (25,4 mm) MINIMUM BELOW BOTTOM OF TOP CHORD OR RAFTER SCISSOR - TRUSS \\1 I I I BB, SD OR HIP ATTIC SPRINKLER 26-0" (7,92 m) AP OR MINIMUM STANDARD SPRAY SPRINKLERS Page 10 of 28 TFP6IO ROOF SPAN (COVERAGE) 6" (152,4 mm) MAX. 4" (101,6 mm) MIN. ROOF SPAN (COVERAGE) - SEE FIG. 11 FROM WALL DECK AP OR STANDARD BACK TO BACK SPRINKLER STANDARD SPRINKLER TRUSS SINGLE SINGLE DIRECTIONAL SCISSOR SPRINKLERS 12 TRUSS 4-12 F I SEE 22" (558,8 mm) MAX I FIG 11 L 16" (406,4 mm) MN. - BOTTOM OF SHEATHING DRAFT ,, FULL WALL TO DECK I 8" MI\ CURTAIN (203,2 mm J TO DECK FIGURE 1 FIGURE 2 I LI I 1 I LI Li I I 6-0" (1,83 m) MAXIMUM 4-0" (1,22 m) MINIMUM BBORSDATTIC H SPRINKLERSH RIDGE II II II BRANCH II II II II II LINE I II II TRUSS CEILING 11 Ii II II II ii FIGURE 3 7-0" (2,1 m) MIN. FOR AP SPRINKLERS 6-0" (1,8 m) MINIMUM FOR STANDARD SPRAY SPRINKLERS AP OR STANDARD II ATTIC II II SPRAY SPRINKLER SPRINKLER RIDGE II II BRANCH ii II II II II LINE II II II TRUSS CEILING II H II H H i H FIGURE 4 I FIGURE 5 FIGURE 6 I 1 I I 1 6" (152,4 mm) II II MINIMUM II 17- II BB,SD,ORHIP H II H ____SPRINKLER II RIDGE II ii BRANCH II II II II LINE II II II II II II II TRUSS '' II CEILING II II II II II II II II II II / II 6" (152,4 mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING BB OR HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 TFP6IO k— 12" MIN. -I---- 12" MIN. -1 ATTIC (304,8 mm) (304,8 mm) SPRINKLER PROTECTED 6" MIN. (152,4 mm) SPACE I I j / NON-COMBUSTIBLE JOIST CEILING / INSULATION FOR FIRE / PROTECTION OF CPVC CPVC PIPE CEILING PIPE, NOT FREEZE & FITTINGS SPRINKLER PROTECTION FIGURE 9A Page 11 of 28 NON-COMBUSTIBLE INSULATION ATTIC FOR FIRE PROTECTION OF CPVC PIPE, SPRINKLER NOT FREEZE PROTECTION PROTECTED OPTION B SPACE 6 '. ' MIN. / (152,4 mm) CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE DRAFT CURTAIN Permitted Use Of Attic Sprinklers TO ROOF DECK 8 MIN. (SHOWN) FIGURE 10 OR FULL WALL For Mismatched Slopes WHEN ANGLE "A" DOES B NOT EQUALANGLE "B" AP AP OR STANDARD OR STANDARD SPRAY SPRINKLER SPRAY SPRINKLER COVERAGE ON COVERAGE ON SLOPE SLOPE \( BB, SD, OR HIP BB, SD, OR HIP Ar - COVERAGE ON -" COVERAGE ON HORIZONTAL HORIZONTAL 1" (25 mm) VENT PERMITTED MAXIMUM TOP OF ROOF OOF JOIST OR TOP CHORD CEILING NON-COMBUSTIBLE ROOF JOIST JOIST INSULATION OR TOP CHORD FIGURE 11 Coverage Starting Point At Eave I Page 12 of 28 TFP6IO CPVC PIPE MAY BE USED IN SHADED AREA ONLY FOR CEILING PROTECTION BELOW (SEE PAGE 6) HIP RIDGES - -- 7-6" (2,3 m)MAX. HORIZONTAL FIGURE 12 SEE FIG. 11 Hip Roof Installation With Rafters Framed HIP SPRINKLERS I '*i I I I I I I BACK Perpendicular To PROTECT AREA ON - - - I I I I I I I TO BACK Outside Wall BOTH SIDES OF I I I I I SPRINKLERS (Shown With HIP HIP RIDGE - ----- Sprinklers Protecting - --------I 1/ Hip Slope & Adjacent RAFTERS IN HIP SLOPE Areas To Hip Slope) AREA PERPENDICULAR -SLOP I . A. Al I ALI ROOF TO OUTSIDE WALL 7 91 ——V_\ SLOPE OUTSIDE - IIIIIILN:RIDGE LINE WALL RGES <tI\TNI ,_ HIP 6-0" (1,8 m) MAX. SEE FIG. 11 3-0" (0,9 m) 3-0" (0,9 m) MIN. MAX. ON ON HIP SLOPE HIP SLOPE FIGURE 13A 6'-0"(1,8m) MAX. ---- - - 6'-0" (1,8 m) MAX. Hip Roof Installation I r iii ii. r'i r With T Framed STANDARD SPRAY Parallel To Outside Wall SPRINKLERS INSTALLED I I I I I I I I I I I PER NFPA 13 IN HIP SLOPE I I I I I I I I I I I I BACK (Shown With Standard Spray AREA WHEN TRUSSES I I I I I I I I I I I TO BACK Or AP Sprinklers In Hip Slope) ARE FRAMED PARALLEL I I I I I t I I I I I I I SPRINKLERS TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA iSII I/ROOF WHEREANAREA (SHOWN NON-SHADED) PARALLELTOOUTSIDE WALL HIP SLOPE SLOPE IS PROTECTED T i [1 I\ { WITH AP SPRINKLERS CPVC MAY BE OUTSIDE WALL - fvlPs.)(IFv1UIv1 I I I I I I I t I I I USED FOR CEILING 40'-0" (122m) SINGLE ::::::::.i :I:::;:I:.i.:::::: I I I I I RIDGE LINE I I I PROTECTION BELOW HORIZONTAL DIRECTIONAL - I I I I I I I I I I I 3 0 (0 9 m) (SEE PAGE 6) ROOF SPAN SPRINKLERS r I I I I I I I I I I MAX ON (COVERAGE) HIP RIDGES HIP SLOPE T-0"(0,9 m)( I CPVC PIPE MAY BE USED IN SHADED AREA ONLY MAX ON HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO 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. I I I I I I I I 1111 I I :-:-:-I-::-I-;- I I BACK I I 1 I I I I I I I I I I TO BACK I SPRINKLERS II vHIP I 11 I 111 1 SLOPE - ROOF SLOPE II I (I II II II 1111 II IS I I I I I I I I I I I I I I I I RIDGE LINE I I 01 1 1 I I 1 1 I I I I I II I I I LIII I I I I I II I 1111 II 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) TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL OUTSIDE WALL - I I I [1 I I I I I rl I 1 I I I I I 1 SD SPAN (TABLE A) 10-0' MAX. (3,05 m) P SPRINKLER 6-0 COVERAGE (1,83m) SD ATTIC SPRINKLER 6-0' MA (1,83 m 4-0' MI (1,22 m AP SPRINKLERS SPACED 8-0' (2,4 m) TO 7-0(1,8 m) ON CENTER FIGURE 14B - SD wIAP SPRINKLERS TFP6IO Page 13 of 28 Coverage Beyond BB, SD, or HIP Allowable Roof Spans For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). Where SD Sprinklers are used (Ref. Figure 14B), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for attics over 80 feet (24,4 m) wide. I I I I I BB SPAN I (TABLE A) AP 10-0' MAX. I SPRINKLERS (3,05m) BB ATTIC SPACED 83 m) AP 6-0" SPRINKLER 8-0" (2,4 m) 7'-0"(1,8m) TO SPRINKLER (1, COVERAGE / MAX. ON CENTER FIGURE 14A - BB wIAP SPRINKLERS I Li I I 1 10 -0' HIP BACK (3,0 m) SPRINKLERS TO BACK SPRINKLERS HIP RIDGES-.---. - I I I•l I 1 100 I I (30m) AP SPRINKLERS ----- I I I I I I RIDGE AT THE EAVES ----.. :TJ I I I I I LINE fill t III I I I i I I I PERIMETER i HIP'S'" I I I ROOF PROTECTION SLOPE AREA I • (II III BB -'"'". IllIfilli SPAN (TABLE A) iA CPVC PIPE MAY BE USED IN SHADED 7-0' to 8-0" AREA FOR CEILING (2,1 mTO2,4m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15— HIP wi AP SPRINKLERS I I I I I I I I Page 14 of 28 TFP6IO I I I ii I BB ATTIC - BB ATTIC SPRINKLER 3-1/2 MIN. ANY SPRINKLER 36" MIN. DISTANCE (88,9 mm) (914,4 mm) I AIR SPACE GREATER I NO N 6" MAX. THAN ADDITIONAL SPRINKLER (152,4 mm) (1524m RED ADDITIONAL AP $ OR STANDARD SPRAY SPRINKLER REQUIRED LOCATE PER FIGURE 14A OR 148) \\// 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 168. 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. 6" (152,4 mm) MINIMUM NO ADDITIONAL SPRINKLER REQUIRED L 4'-(1,2m) I \\ // I \MAXIMUM \\// FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE I 14A OR 148) Jir GREATER THAN 14'-0"(1,2m) 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. Refer- ence Figures 16C and 160, where the maximum spacing for AP Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). Dimension A Distance B Additional Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction Sprinkler Required Beyond Obstruction All Vertical Obstructions <6" (152,4 mm) YES 1/2-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4(25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8" (101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10-20" (254,0 mm-508,0 mm) 10-0" (3,05 m) NO 20-30" (508,0 mm-762,0 mm) 15-0" (4,57 m) NO 30-40" (762,0 mm-1 016,0 mm) 20-0" (6,10 m) NO 40-48" (1016,0 mm-1219,2 mm) 25-0" (7,62 m) NO >48" (1219,2 mm) Any Distance YES 0 DIMENSION A PER TABLE DIMENSION B PER TABLE ADDITIONAL AP OR STANDARD SPRAY 7 SPRINKLER REQUIRED (LOCATE PER FIGURE // 14AOR14B) FIGURE 16E For Vertical Obstructions, the maximum dimension of the ob- struction is its width and the horizontal distance away from the obstruction is measured horizontally. BB ATTIC SPRINKLER 36" (914,4 mm) MINIMUM I El I I I I [1 I 1 [1 I I FIGURE 16 - PART I of 2- OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) I I Page 15 of 28 FIGURE 16F Area Outside Of Mechanical Space Or Similar Compartmented 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 sprin- klers 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, Inter- mediate 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 compartmented 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" (914,4 mm) ADDITIONAL O SPRINKLERS R GREATER REQUIRED , ZX111\ 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" clearance 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 re- quired. Otherwise, additional sprinklers are required as shown. TV" i H I B61 I B62 I I BB3 I E 0" I 0" 0" V+15" 1 V+10" I V+8" BOTTOM STIFFENERS PLANE OF STIFFENERS "v" \ 22"(558,8 mm) MAX. 16" (406,41mm) MIN. I I I I I 1 I I I I -, - TOP OF BB ATTIC AP OR STANDARD MECHANICAL NN DEFLECTOR SPRINKLER SPRAY SPRINKLER SPACE 4" (101,6 mm) TO 6" (152,4 mm)TYP, 12" (304.8 mm)TO I I 36" (914,4 mm) GGREATER 36" (9 14A INTERMEDIA TE LEVEL , BB ATTIC STANDARD SPRAY SPRINKLERS /<\ SPRINKLER AP OR STANDARD IMECHANICAL 4" (101,6 mm) TO SPRAY SPRINKLER SPACE 6" (152,4 mm)TYP. BB ATTIC SPRINKLER AP OR STANDARD PRAY SPRINKLER LESS THAN 12" (304,8 mm) BB ATTIC 70% MINIMUM SPRINKLER OPEN AREA STIFFENERS 3-112" MIN. 12" MIN. (88,9 mm) (304,8 mm) AIR SPACE >\ 7-1/2" 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 1/2"90 mm) STANDARD SPRINKLER WID LI] I I 1 I MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND STANDARD SPRAY PROTECT WITH SINGLE SPRINKLERS DIRECTIONAL SPRINKLERS FIGURE 16— PART 2 of 2— OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) [Ii I I SINGLE INSTALL SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLER OR FULL WALL SPRINKLER I 3-0' MAX. AP 1 1 AP SPRINKLER F AP SPRIG 101-0" MAX. (3,0 m) 6" MIN. rJOIST I fl) (152,4 mm) FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS Minimum Horizontal Vertical Distance Distance Below Deflector (A) (B) (152,4 mm) (76,2 mm) >6" to 9" (>152,4 to 228,6 mm) (101,6 mm) >9"to12" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12" to 15" 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15" to 18" 9-1/2" (>381,0t0457,2 mm) (241,3 mm) >18" to 24" 12-1/2" (457,2mm to 609,6 mm) (317,5 mm) >24" to 30" 15-1/2" (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) BI AP SPRINKLER T OBSTRUCTION I 1 I I I Page 16 of 28 TFP6IO 12" MIN. _4 12' MIN. 12" MIN " 12" MIN. (304,8 mm) / (304,8 mm) 304,8 mm) 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 FIGURE 17B EXPOSED CPVC WITH AP 3-0" MAX. AP AP SPRINKLERS -- (0,9 m) I&- SPRINKLER SPRINKLER AX. AND BRANCHLINE WTHIN AP 10-0" M AP JOISTS SPRIG (3,0 m) SPRIG I I I I [1 JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION A JOIST 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B I I FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS OBSTRUCTION L\_ A C - AP SPRINKLER A~:3C or 3D A24" (609,6 mm) D (Use dimension C or 0, whichever is greater) I I I OBSTRUCTION AP \ SPRINKLER C ELEVATION VIEW PLAN VIEW I I TFP6I0 Page 17 of 28 I A= 6" (150 mm) MAX. A A B = 12" (300 mm) MAX. Bfl H ANGLE SPRIG B y ARMOVER SPRIG OVER BRANCHLINE E VERTICAL SPRIG DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited 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 20-113: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And AP Sprinklers". 20-13-1 (Page 20) SD Sprinklers & AP Sprinklers At The Ridge 20-13-2 (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 O MODEL BB MODEL SD MODEL AP BACK TO BACK SINGLE DIRECTIONAL MODEL HIP OR STANDARD SPRAY FIGURE 20— HYDRAULIC CALCULATIONS I I I I I I I I 1 I I I I I [11 I I Page 18 of 28 TFP6IO I I Figure 20-A-I. BB Sprinklers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprinklers (see adjacent figure). I RIDGE - n DRY SYSTEM SHOWN I I I Figure 20-A-2. BB and HIP Sprin- klers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding seven sprin- klers, and then calculate the most demanding contiguous nine sprin- klers with a maximum of seven to be BB Sprinklers (see adjacent figures). Use the most demanding calculation. I L I I DRY SYSTEM SHOWN I P H I I DRY SYSTEM SHOWN I I L I I I .......... ............... ............... ............. ............. WET SYSTEM SHOWN Figure 20-A-6. HIP Sprinklers Wet Systems - Calculate the most demanding five sprinklers (see adjacent figure). Dry Systems - Calculate the most demanding nine sprinklers. I Page 19 of 28 I I I I Figure 20-A-3. BB and SD Sprin- klers Wet Systems - Calculate the most demanding five BB Sprin- klers plus two SD Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus up to two SD Sprinklers (see adjacent figure). DRY SYSTEM SHOWN I I I I I Figure 20.A-4. SD Sprinklers Wet Systems - Calculate the most demanding five SD Sprin- klers. Dry Systems - Calculate the most demanding nine SD Sprin- klers (see adjacent figure). RIDGE T T I I I I I I I v\i WALL OR DRAFT CURTAIN AT RIDGE DRY SYSTEM SHOWN Figure 20-A-5. SD and HIP Sprin- klers Wet Systems - Calculate the most demanding five sprinklers. Dry Systems - Calculate the most demanding nine sprinklers with a maximum of seven to be SD Sprin- klers (see adjacent figure). RIDGE : : : : : : DRY SYSTEM SHOWN I I I WALL OR DRAFT CURTAIN AT RIDGE I I I DRY SYSTEM SHOWN Li I I TION DRY SYSTEM SHOWN Page 20 of 28 Figure 20-B-I. SD Sprinklers & AP 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 de- manding seven AP Sprinklers. Use the most demanding calculation (see adjacent figure). TFP6IO :.;::$::::&:: '$::::j:. :1*:: $1:: I I I I RIDGE • T T V V V V V V V V V I\T ui- 1AAS DRY SYSTEM SHOWN I I I I I I I I I I Figure 20-B-2. BB or SD Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most de- manding AP Sprinklers. Dry Systems -Calculate the most demanding seven BB or SD Sprin- klers plus up to two most demand- ing AP Sprinklers (see adjacent figures). S • • I I S RIDGE :::a::::;4::::g:::.:::::::,: • • • 0 S I • S S S • S S S S S S DRY SYSTEM SHOWN I L I I AREA AREA 1 AREA 3 WITH AP WITH BB WITH AP SPRINKLERS I SPRINKLERS SPRINKLERS I STAGGERED \. • I I• •/ SPACING WHEN • MORETHAN ONEROW /. MINIMUM SEPARATION 15-0' (4,6 m) SEE ALSO FIGURES 21 AND 22 WALL OR DRAFT CURTAIN -------------- 1 •! :::: RIDGE:::::::::: I I DRY SYSTEM SHOWN AREA 2 AREA 1 AREA 3 WITH AP WITH BB & SD WITH AP SPRINKLERS SPRINKLERS SPRINKLERS 15-0 (4,6 m) I Page 21 of 28 Figure 20.13-3. BB Sprinklers & AP Sprinklers At The Hip Where the total number of AP Sprin-klers 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 calcu- late the most demanding area up to 1500 ft2 (137 m2) having AP Sprinklers (e.g., Area 2 in adja- cent upper figure). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus the two most demand- ing AP Sprinklers, and then calcu- late 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. L I I I I I I Figure 20-13-4. BB Sprinklers, SD Sprinklers, HIP Sprinklers, & AP Sprinklers At The Hip Where the total number of AP Sprin- klers 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 Sprinklers, calculate up to a maximum of seven BB Sprinklers, see adjacent upper figure). Where the total number of AP Sprin- klers 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. I I I I I I I I I I I .\ RIDGE •, p WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING • ppp,,p, Page 22 of 28 TFP6IO I H i I ~1 I E Figure 20-B-5. BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, at a Hip, or at an Ell Where the quantity of AP 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 AP Sprin- kler 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 de- manding AP Sprinklers in the dor- mer, 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 Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure 13- 3. I I SF (4 AP NKLERS R LESS) Figure 20-B-6. BB,SD, or HIP Sprinklers & AP Sprinklers Sepa- rated By Compartmentalization Wet Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calcu- ate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). Dry Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calcu- late the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). I I I I I I I I I Page 23 of 28 I I 1 I I Figure 20-C-I. SD Sprinklers & Standard Spray Sprinklers At The Ridge Wet Systems - Calculate the most demanding five sprinklers of one type. Use the most demanding cal- culation. Dry Systems - Calculate the most demanding nine SD Sprinklers, and then calculate the most de- manding seven Standard Spray Sprinklers. Use the most demand- ing calculation (see adjacent fig- LUI( IPINb DRY SYSTEM SHOWN TION Figure 20-C-2. BB Sprinklers & Standard Spray Sprinklers Be- yond An Obstruction Wet Systems - Calculate the most demanding five BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers. Dry Systems - Calculate the most demanding seven BB Sprinklers plus up to two most demanding Standard Spray Sprinklers (see adjacent figures). I I I 1 U I I I I 1 I DRY SYSTEM SHOWN Page 24 of 28 Figure 20-C-3. BB Sprinklers & Standard Spray Sprinklers 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 Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding remote design area (In- cluding all sprinklers types) per NFPA 13 (i.e., area reduction for quick response & 30% increase for sloped ceilings). Use the most demanding calculation. Dry Systems - Calculate the most demanding seven BB Sprin- klers plus up to two most demand- ing Standard Spray Sprinklers, and then calculate the most de- manding design area (including all sprinkler types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In- clude all sprinklers types within this area (see adjacent figure). Use the most demanding calcula- tion. TFP6IO FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION DRY SYSTEM SHOWN I I I I I I I U I I NOTE: Li Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. SEE ALSO FIGURES 21 AND 22 I I 1 I Li I I FIRST CALCULATION DRY SYSTEM SHOWN SECOND CALCULATION I Page 25 of 28 WALL OR DRAFT CURTAIN 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 Sprinklers plus up to two most demanding Standard Spray Sprin- klers. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum 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 Sprinklers plus up to two most demanding Standard Spray Sprin- klers, 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 demanding calculation. Dry Systems - Calculate the most demanding nine BB, SD, or HIP Sprinklers plus up to two most demanding Standard Spray Sprin- klers (Of the nine BB,SD, or HIP Sprinklers, calculate up to a maxi- mum of seven BB Sprinklers, see adjacent upper figure), and then calculate the most demanding de- sign area (including all sprinkler types) per NFPA 13 (i.e., 30% in- crease for sloped ceilings & 30% increase for dry systems). Include all sprinklers types within this area (see adjacent figure). 1 .1 ::::::: I WI W DRY SYSTEM SHOWN RIDGE 2535 SQ. FT. (235,5 SQ. METERS) I I I I I I I I 1 I I I I I Ii DRY SYSTEM SHOWN NOTE: Dry Pipe = 1500 SQ. FT. (NFPA Light Hazard) x 1.3 x 1.3 = 2535 SQ. FT. I I I Page 26 of 28 TFP6IO Figure 20-C-5. BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, at a Hip, or at an Ell Where the quantity of standard spray sprinklers in each dormer, cross, or ell is four or less (see ad- jacent figure) and all of the dormers, crosses and ells meet the maximum four standard sprinkler criteria, cal- culate the Attic 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 standard spray sprinklers in the dormer, cross, or ell that is adjacent to the Attic Sprin- klers that are being included 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 SPRINKLERS (4 OR LESS) - I I I I STANDARD SPRAY I SPRINKLERS (4 OR LESS) I I II / • STANDARD SPRAY STANDARD SPRAY SPRINKLERS SPRINKLERS (4 OR LESS) (4 OR LESS) • Figure 20-C-6. BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentaliza- tion 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). • .N •\\ RIDGE 0 AL AL WALL DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING I 1,0101111 I 100' (25,4 m) 60' (15,2 _______ 20' F m) (5,1 m) I Calculation 2 I Page 27 of 28 I I MODEL AP SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-13-3) I 100 (25,4 m) I 20' _______ _______ 20' I (5,1 m) 60' (15,2 m) 1(5,1 m) __ '7 40'____________ (102 rT) I Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1500 ft2 having AP Sprinklers. In this Calculation 1 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 ceiling sprinklers below the AP Sprinklers (See Page 6). I I I I 100' (25,4 m) 20' 20' (5,1 m) 60' (15,2 m) (5,1 m) STANDARD SPRAY SPRINKLERS WET PIPE SYSTEM (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding five BB Sprinklers plus the two most demand- ing Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area (Including all sprinklers types) per NFPA 13 (i.e., area reduc- tion 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 util- Calculation 2 ized, CPVC pipe CANNOT be used to supply the Standard Spray Sprinklers or the ceiling sprinklers below the Standard Spray Sprinklers. *A 25% reduction for 20 ft. ceiling. U I I I I I I Calculation 1 FIGURE 21 EXAMPLE FOR A WET PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS [I I Page 28 of 28 TFP6IO I I MODEL AP SPRINKLERS DRY PIPE SYSTEM (Ref. Figure 20-13-3) 100' (25,4 m) I 20' _______ 20' (5,1 m) I 60 (15,2 m) (5,1 m) (102m) I L N Calculation 1: Calculate the most demanding seven BB Sprinklers plus the two most de- manding AP Sprinklers. Calculation 2: Calculate the most demanding area up to 1950 ft2 having AP Sprinklers. In this Calculation 1 case the design area will be 800 ft2 (40 ft. x 20 ft.) Use the most demanding calculation (i.e., for proving the adequacy of the water supply). I I I -. 100' (25,4 m) (5,lrn) 60' (15,2 m) (5,1rn) ' ' • • • • ' • . Calculation (10/ _ [ii I I I 12 i STANDARD SPRAY SPRINKLERS DRY PIPE SYSTEM 100' (25,4 m) I 20' ________ ________ 20' (5,1 m) 60' (15,2 m) (5,1 m) T/ (10,2 4°m) .r:.;:::.:.: •.. (Ref. Figure 20-C-3) Calculation 1: Calculate the most demanding seven - BB Sprinklers plus the two most de- manding Standard Spray Sprinklers. Calculation 2: Calculate the most demanding remote design area (Including all sprinklers Calculation 1 types) per NFPA 13 (i.e., 30% increase for sloped ceilings & 30% increase for dry systems). In this case the theoreti- cal design area will be 2535 ft2 (1500 ft2 x 1.3 x 1.3). The actual design area, however, will need to be 2720 ft2 to pick up the entire coverage area of the last BB Sprinkler. Use the most demanding calculation (i.e., for proving the adequacy of the water supply). Calculation 2 I I I I 1 I I FIGURE 22 EXAMPLE FOR A DRY PIPE SYSTEM HYDRAULIC DESIGN AREA COMPARISON OF MODEL AP SPRINKLERS VERSES STANDARD SPRAY SPRINKLERS WHERE MODEL AP OR STANDARD SPRAY SPRINKLERS ARE USED IN HIP AREAS OUTSIDE THE SCOPE OF APPLICATION FOR MODEL BB BACK-TO-BACK SPRINKLERS © 2007-2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Li I tqCo /Fire & Building / Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 BlazeMaster I CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet I I I I Page 1 of 2 JUNE, 2008 General Description Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPVC Pipe and Fittings are produced from Blaze- Master® CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. NOTICE Tyco® CPVC Pipe and Fittings pro- duced with BlazeMaster® CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for main tam- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. 0 r'apid r'esponse' HOME FIRE SPRINKLER SYSTEM BlazeMaster@ is a registered trademark of The Lubrizol Corporation TFPI9I5 I P L I El I I I I I 1 I I I Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C-UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook lH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange TFPI9I5 Page 2 of 2 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book lH-1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foreaoJnawarrantv is made in lieu I Li I 1 I I ri Li I ri press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 I LI 1 I I I I APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shalt provide protection where a potential health hazard exists. I I MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) NorylTM, NSF Listed Stainless Steel, 300 series DIMENSIONS & WEIGHTS (do not include pkg.) MODEL SIZE in. mm DIMENSIONS _(approximate) A in. mm B in. mm C in. I mm D in. I mm E in. I mm F in. mm G in. I mm WITH BALL VALVES lbs. I kg 3/4 20 12 305 1 73/4 197 121/8 54 3 76 31/2 89 5 127 161/8 410 12 5.5 1 25 13 330 73/4 197 21/8 54 3 76 1 31/2 89 5 127 173/8 441 14 6.4 11/4 32 17 432 1015/16 278 23/4 70 31/2 89 5 127 63/4 171 229/16 573 28 12.7 11/2 40 173/8 441 1015/16 278 23/4 70 31/2 89 5 171 1241/16 611 28 12.7 2 50 181/2 470 1015/16 278 23/4 70 131/2 89 5 fig 171 261/2 673 34 15.4 I I I FEATURES Sizes: U 3/4' 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 MS - with integral relief valve monitor switch U S - with bronze "Y" type strainer U BMS - with battery operated monitor switch U FDC - with fire hydrant connection; 2" only U FT - with integral male 450 flare SAE test fitting U TCU - with test cocks up U V - with union swivel elbows (3/4" & 1 ") U SE - with street elbows (3/4" & 1') ACCESSORIES U Air gap (Model AG) U Repair kit (rubber only) U Thermal expansion tank (Model XT) U Soft seated check valve (Model 40XL) U Shock arrester (Model 1250) U QT-SET Quick Test Fitting Set U Ball valve handle locks U Test Cock Lock (Model TCL24) Relief Valve discharge port: 3/4-1" - 0.63 sq. in. 11/4-2' - 1.l9 sq. in. STANDARDS COMPLIANCE ASSE® Listed 1013 IAPMO® Listed UL® Classified (less shut-off valves or with OS&Y valves C-UL® Classified CSA® Certified AWIVA Compliant C511 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA425-89-M VOL 3 I I I I Li I I I [1 LI I Pane I 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 15.8 137 '- U) U) 4(US.) 0-1 I I I 1 I FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4", 1 1/2 & 2" (STANDARD & METRIC) FLOW RATES (us) 2.52 3.8 5.0 3.2 6.3 9.5 12.6 20 15 10 0 0U) 'I) 15 10 1.26 3/4 I 35 Q CIL * 0 20 40 60 80 '0 50 100 150 200 250 FLOW RATES (GPM) ORated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be I installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) I 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. I I F CENTRAL STATION ALARM I BATTERY MONITOR SWITCH* I :MAX OPTIONAL Capacity thru Schedule 40 Pipe Pipe size 5ft/sec 7.5ff/sec 10ff/sec 15ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3/8" 3 4 6 9 1/2" 5 7 9 14 3/4" 8 12 17 25 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 52 78 105 167 PROTECTIVE ENCLOSURE 12" MIN 30" MAX -L AIR GAP DRAINA ( WATER METER t j AIR FITTING I FLOOR—/II DIRECTION OF FLOW U FLOOR DRAIN—" '"—INLET SHUT-OFF DIRECTION OF FLOW I INDOOR INSTALLATION OUTDOOR INSTALLATION (Shown w/optional BMS) SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be shall beASSE® Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and I second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. 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 I Page 2 of 2 12/11/2014 09:32 6195231402 SOUTHLAND FIRE PROM PAGE 02/07 SYSTEMS ACcEFrANCE V V 13-24 Contractor's Material and Test Certfcate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shalt be made by the contractor's representative and wiUessed by the property owner or their authorized agent All defects s)tafl be corrected and system left In service before contractor's personnel finally leave the Job. AcerWicate shall be flflSd out and signed by both representatives. Copies shalt be prepared for approving authorities, owners, and contractor. it is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authorit)'s requirements or local ordlnances V Property name je%ci.l V Data 7. o-P4 Property address tot EAz.L..e - Accepted by sroving authorities (names) A(UL V Address - Installation conforms to accepted plans H *s QNO Equipment used is approved V AYes ONO Plans If no, explain deviations Has person in charge of fire equipment been instructed as 0 Yes ONO location of control valves and care and maintenance of this new equipment? If no, explain Instructions V Have copies of the following been left on the premises? 2ves D No System components Instructions LYes INo Care and maintenance instructions EYes fNo NFPA 25 -- V V!YeS No Location of system - Supplies buildings Year of Orifice - Temperature Make Model manufacture size Quantity rating '1' zoi, /" 7i3 t E" Spciriiers T1L47 A2B __2 p12 2L _2Q...__IL 00' o .. _TV —12,4171, V ZI7- • Pipe and fittings 1ype of pipe 4'v Type of fittings -_—V V Maximum time to operate Alarm rm device test connection vatveor - V Type Make Minutes Seconds flow neater _Model "Pig _ Dry valve V - 0.0. D. Make - model - J_Serial no. -. Make lvodol-,~-~Sorial V VV V Dry pipe !Ptt '9 11ma to trip through test connoQiion _V Water pressure V pressure 1 ,6 ,D4: Air nt V ir pessure Time water reached test outiet Alarm operated properly psi Minutes Seconds No JesSn&pl V It oi PI PIE 2012 Nations! Fire Protection M8OOiAtiOfl V V NFPA 13 (p.1 of 3) FIGURE 25.1 Contractor's Mata1 and Test Cecate for Abovegrolmcl Piping. 2013 EdItion 12/11/2014 09:32 6195231402 SOUTHLAND FIRE PROTC PAGE 03/07 ) 15-246 INSTALLATION OF spiW.ZR SYSTEMS Operation -- Pnoumat1c Electric U Hydlls -- Piping supervised Uvas CINO I Doecting91d •VV UYes Does valve operate from the manual trip, remot control stations? y J No is there an accessible facltty In each it for testing? Dv No if no, explain V. Deluge and prucbon VaiVOS N/A Make M Does each circuit operate supervision loss Warn,? Does each circuit operate valve release? Madmum time to operate release Yes _No Yes -. No Minutes Seconds reducing valve test Location and floor Make and model Setting static pressure Residual pressure V Flow rate Inlet (psi) Outlet (psi) Inlet (pso [ Outlet (pal) V Flow (gpm) V Backflow device forward flow test . V Indicate means used for forward flow test of backflow devtce When moans to test device was opened, was system flow demand Created? C) Yes U No {N/A V 'rest description Hydrostatic: Hydrostatic tests shall be made at not lees than 200 psi (13.6 bar) for 2 hourS 0150 psi (3.4 bat) above static pressure in excess of 150 psi (10.2 bar) for hours. Differential dry pipe valve clappers shall be left open during the test to prevent damage. All aboveground piping leakage shall be stopped. pneumaticEstablish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 11A psi (0.1 bar) In 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1'.4 psi (0.1 bar) In 24 hours. All piping hydrostatically tested ailow psi (— bar) for &... hours Dry piping pneumatically tested CI Yes U No Equipment operates properly Yes U No If no, state reason Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? Yes. UNo Tests Drain test Reading of gauge located ear water supply test cbnreotiofl ... — pai(.._.. bar) ,. Residual pressure with v Jvq In test connection openwide;_._L_psj(....,.. Underground mains and lead-In connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractor's Material and Test Yes U No Other Explain Certificate for Underground Piping. Rushed by installer of underground sprinkler piping Yea U No If powder-driven fasteners are used in concrete, If no, explain has represritstive sample testing been Yes , No satisfactorily completed? V V t-) /A V Blank testing gaskets Number used Locations 0/0, -. Number removed C .. Welding piping 0 Yea ja No - ltyes... Do you certify as the sprinkler contractor that welding procedures used complied With Yes 13 No the minimum requirements of AWS 62.1, ASME Section IX Wek/ing and Brazing (ua!ificstloris, or other applicable qualification standard as required by the AH..I? Welding Do you certify that all welding was performed by welders or welding operators CI Yes (] No qualified in accordance with the minimum requirements of AWS 62,1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted In compliance with a documented L)vea CI No quality control procedure to ensure that (1) all discs are retrieved; (2) that openings In piping are smooth, that slag and other welding residue are removed; (8) the internal diameters of piping are not penetrated: (4) completed welds are free from cracks, Incomplete fusion, surface porosity greater than Mo in. dlameter, undercut deeper than the lesser of 25% of the wall thickness or 1,AA in.; and (5) completed circumferential butt weld reinforcement does not exceed Va in? 0 2012 National Fire f1mWation AooiotIon NFP'S '13 (p.2 of 3) IGUBZ 25.1 Conthsued 2013 Edition 12/11/2014 09:32 6195231402 SOUTHLAND FIRE FROTC PAGE 04/07 SYSTEMSACCEPTMJGE 13-247 Cutouts Em you rtify that you have a control ensure that 5 (thsot) all cutouts (discs) are retrieved? Hydraulic Nameplate provided if no, explain data nameplate -- No $ptinlder contractor removed all caps and sti?pa? ,Yes U No Date left in service with VJ1 00ftmI valves open - Remarks Name of sprinkler contractor ii Teat witnessed by T4roperV wal_TJ or their authodaed agent (signed) Title Date Signatures b'ii'/ f W4iz.n& /2/I. zw 6or ap,iniierfcorithctor (signed) Thie gate Additional explanations and notes © 2012 National Fire Protection Association - -- - NFPA 13 (p.3 of 3) PIGURE 25,1 Conthwed 2013 Edition 12/11/2014 09:32 6195231402 SOUTHLAND FIRE FROTC PAGE 05/07 SsrMSACcETANCE 13 U1f ii Contractor's Material and Test Certificate for Aboveground Piping Ii - P90CEDURE Upon completion of work, inspection and testa shalt be made by the contractors rePresentativa and witnessed by the property owner Of their authorized agent. All defects shall be corrected and system left In aeMce before contractor's personnel finally leave the job. A certificate shall be filed out and signed by both representatives- Copies shall be prepared for approving authot-lUes, owners and contractor it Is understood the owner's representative's aigitature In no way prejudices any claim against contractor for faulty material, poor , workmanship, or failure to comply with approving authority's requirements or local ordirtances. Property name \J oc I 08 - Property address\ Accepted approving authortlies(names) Citco Ec Address D i4( Plans Installation conforms to accepted plans Byes, QNP Equipment used Is approved Yes ONO If no. explain deviations Has person in charge of fire equipment been instructed as Yes UNO to loc controltion of cool valves arid care and maintenance of this now equipment? If no, explain Instructions -. Have copies of the following been left on the premises? 9yes 0 No 1. Systern components instructions Q Yes ONe 2 Care and maintenance Instructions Byes ONe 3.NFPA2S ayes QNo Location of system Supplies buildirigs Year of Orifice - Temperature Make Modal I manufacture size Quantity rating Sprinklers Pipe and fittings Alarm valve or flow indicator Dry pipe operating .test Type of pipe CeV Maxbiumtimetboperate Type of fittings through test oQnfl5cti Alarm device Dry valve .. - Make Model I Serial a, Make [ Model Serial no. - Time to trip - Time water Alarm through test Water Air Trlp.pe1r1f reached operated _ connection pressure pressure aiiliassum - test outfeta,b - propeily_ Minutes Seconds P51 p$L.- psi - Minutes Se Yes No r L L conds 4.. tfno,D- (,am pe, 1 .--- 1 02012 National Fire Protection Association Measured from time inspector's test connection Is opened. NFPA 13 only requires the 50-soond limitation in specifto sections. FIGURE 25.1 Conb*ctor's Materjal and Test Cerfificate for Abovegrouo4 Piping NFPA13(p.1 01 3) 2013 Edition Operation FPrteumatLc - (Elactu1c HydrauUcs - - Piping supervised QYea lNo J Detecting media sup lYes LNo Does valve operate from the manual trip, remote, or both Qyas U No circuit is there an accessible facility in each 1 - It no, explain Deluge and preaon Yes 0 valves es each circuit operate Does each circuit operate I Maximum time to Make M supervision loss alarm? valve release? operate release Yes No Minutes Seconds j Pressure- uai pressure - and floor model I setting static (flowing) Location I Make and I Flow rate reducing - Outlet nEat Otlet( psl) (pal) u Flow (gpm)' valve test Baokflow device indicate means used for forward flow test of backfiow device: -- forward flow test When means to test device was opened, was system flow demand created? C] Yes UNo NIA Hydrostatic: Hydrostatic tests allaH be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3,4 bar) above static pressure In excess of 150 psi (10.2 bar) for 2 hours. Differential dry pipe valve clappers shall be left open during the teat to prevent damage. All aboveground piping leakage shallbe stopped. Test description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1½ psi (0.1 bar) in 24 hours. Test pressure tanks at rromiaJ water level and air pressure and measure air pressure drop, which shall not exceed 1½psi (0.1 bar) in 24 hours. All piping hydrostatically tested at .psi (— bar) for .-.hours -- If rio. state reason Dry piping pneumatically tested C] C] No to Equipment operates properly No - DO you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems OV stopping leaks? es ONo Tests Drain lsupply~ eadIng of gauge located neat water [Residual pressure with vyejn test test test connection; EJI1 psi(— bar) connection open wide: psi(— bar) Underground mains and lead-In connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractors Material and Test Zvee C] No Other Explain Certificate for Underground Piping. Rushed by installer of underground sprinkler piping - Ycs [IN. - If powder-driven fasteners are used in concrete, Yes No if no, explain has representative sample testing been satisfactorily completed? Blank testing - Number used Locations Number removed gaskets Welding piping C] Yes WO It ye.:. Do you certify as the sprinkler contractor that welding procedures used compiled with C]Yes No the minimum requirements of AWS 132.1 ASME Section IX WekJJngMdBrezlng Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators C] Yes U No Welding qualified in accordance with the minimum requirements otAWS 82.1, ASME Section IX Welding and 9,reing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted In compliance with a documented Dye5 C] No quality control procedure to ensure that (1) all disos are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than '/ie in. diameter, undeitut deeper than the lear of 25% of the wail thickness or ½z in.; and (5) completed circumferential butt weld reinforcement does not exceed Va In.? ©2012 Nstiorrel Fire Ptvtection Association -. NPPA13 (p,aof 3) ELGO1E 25.1 Contâured 2013 Edition 12/11/2014 09:32 6195231402 SOUTHLAND FIRE FROTC PAGE 06/07 13-246 - INSTALLATION OF SPRINKLER SYSTEMS' / 12/11/2014 09:32 6195231402 SOUTHLAND FIRE PROTC PAGE 07/07 -. SYSTEM ccErANcE 13-247 1Gt.TRE 251 Coth**wd 2013 Ed1tor, 13-245 rlead Ave Carlsbad, CA STEMS ACCEPTANCE Contractor's Material and Test Certificate for Aboveground Piping PROCEDURE Upon completion of work, inspection and tests shat be made by the contractors representative and witnessed by the property owner or their authorized agent. All defects shall be corrected and system left in service before contractors personnel finally leave the job. A certificate shall be filled out and signed by both representatives Copies shall be prepared for approving authorities, owners, and contractor. It is understood the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. Property name Voscana Date 9/9/14 Property address 1618,1620,1622,1624,1626,1628,1630,1632,1641636 Fa Accepted by approving authorities (names) Carlsbad Fire Dept Address 1635 Faraday Ave., Carlsbad, CA 92008 Plans Installation conforms to accepted plans Yes QNo Equipment used is approved Yes Q No If no, explain deviations Has person in charge of fire equipment been instructed as ayes QNo to location of control valves and care and maintenance of this new equipment? It no, explain Instructions Have copies of the following been loft on the premises? Yes QNo 1. System components instructions 'J Yes No 2, Care and maintenance instructions Q Yes QNo 3. NFPA 25 DYes tNo Location of system Supplies buildings Year of Orifice Temperature Make Model manufacture I size Quantity rating We! lab! e ZUJ4 1 7/1 6 90 1 165 Tyco TY-FRB 2014 J2 ..J T" T Sprinklers Tyco BB1 2014 1/2" 212 4 CPVC Pipe and Type of pipe - Type of fittings CPVC fittings Maximum time to operate Alarm Alarm device through test connection valve or flow Type Make Model Minutes I Seconds indicator TFlow Switch Dry valve 0,0.0. Make Serial no.Make . Model Model Serial rto. N/A f_ Time to trip 1 Time water Alarm through test Water Air Trip point reached operated Dry pipe connectiona,b pressure pressure ' air pressure test cutletab property i Minutes 1 Seconds operating 11 test psi psi , psi Minutes I Seconds Yes No Without 0.0.0. It no. explain 2012 National Fire Protection Association NFPA 13 (p.1 of 3) 5Measured from time inspector's test connection is opened. b NFPA 13 only requires the 60-second limitation in specific sections. FIGURE 25.1 Contractor's Material and Test Certificate for Aboveground Piping. 2013 Edition 13-246 INSTALLATION OF SPRINKLER STEMS Operation Qpneumatic Q Electric QHydraulics Piping supervised )JYes No Detecting media supervised DYes No N / A Does valve operate from the manual trip, remote, or both control stations? DYes UNo Deluge and 11 Is there an accessible facility in each circuit for testing? ii If no, explain preaction U Yes Li No valves Does each circuit operate Does each circuit operate Maximum timer to supervisionloss alarm? valverelease? operate release Make Model Yes No No _Mirutes _Seconds I reduci re i Location [Make and Residual pressure and floor model [ Setting I Static pressure (flowing) Flow rate valve test _.IEIiii[ j_Inlet (psi)Outlet(psi) Inlet (psi) Outlet (psi) Flow(gprn) N/A 8ackttow device Indicate means used for forward flow test of backf low device: forward flow test Whenmeanstotest devicewasopened,wassystemflow demandcreated? Q Yes 0 No _N/A (ygtatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar) for 2 hours or 50 psi (3.4 bar) above static pressure In excess oft 50 psi (10.2 bar) for 2 hours. Differential dry pipe valve clappers shall be left Test open during the test to prevent damage. All aboveground piping leakage shall be stopped. description Pneumatic: Establish 40 psi (2.7 bar) air pressure and measure drop, which shall not exceed 1½ psi (0.1 bar) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop, which shall not exceed 1½ psi (0.1 bar) in 24 hours. All piping hydrostatically tested at _2.11Q si (— bar) for _.2... hours If no, state reason Dry piping pneumatically tested 0 Yes 1j No Equipment operates property ZI YesNo Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium silicate, brine, or other corrosive chemicals were not used for testing systems or stopping leaks? [JYes No Tests DrairT Reading of gauge located near water Residual pressure with valve in test test _supplytest connection:_.___,psi (.._...._bar) act open wide psi bar) Underground mains and lead-in connections to system risers flushed before connection made to sprinkler piping Verified by copy of the Contractors Material and Test 0 Yes MNo I Other Explain Certificate for Underground Piping. Flushed by installer of underground sprinkler piping ZAYos 0 No If powder-driven fasteners are used in concrete, has representative sample testing been Yes No If no, explain ( satisfactorily completed? N /A Blank testing Number used Locations i Number removed gaskets —0— 1 Welding piping Li Yes No If yes., Do you certify as the sprinkler contractor that welding procedures used complied with lOves Li No N/A the minimum requirements of AWS B2. 1, ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that all welding was performed by welders or welding operators lOYes Li No Welding qualified in accordance with the minimum requirements of AWS 82,1 ASME Section IX Welding and Brazing Qualifications, or other applicable qualification standard as required by the AHJ? Do you certify that the welding was conducted in compliance with a documented LiVes Li No quality control procedure to ensure that () all discs are retrieved; (2) that openings in piping are smooth, that slag and other welding residue are removed; (3) the internal diameters of piping are not penetrated; (4) completed welds are free from cracks, incomplete fusion, surface porosity greater than ('le in. diameter, undercut deeper tlan the lesser of 250% of the wall thickness or V4 in.; and (5) completed circumferential butt weld reinforcement does not exceed Ito in.? ti 2012 National Fire Protection Association NFPA 13 (p.2 of 3) FIGURE 25.1 Continued 2013 Edition SYSTEMS ACCEPTANCE 13-247 Cutouts Do you certify that you have a control feature to ensure that Zi (discs) at cutouts (discs) are retrieved? Hydraulic Nameplate provided If no, explain data nameplate Yes UN. Sprinkler contractor removed all caps and straps? Z2 Yes UNo 1 Date left in service'with all control valves open - Remarks Name of sprinkler contractor Southland Fire Protection Inc. 17 lestswltnessedby Carlsbad Fire Dept Signatures own authorized agent (signed) Title Date 1perty 1p. pe ci. . Title Date P re s .9/9/14 Additional explanations an © 2012 National Fire Protection Association NFPA 13 (p.S of 3) FIGURE 25.1 Continued 2013 Edition waa Date Prepared: March 25, 2011 TheiL plans hai c iceil rC,CwecI he iriptetli Compliancejilt he citrietti applicable citdi hid s I it It d W-dN in Ow ii ie r!dichioil. The okkiherorcohhtt-hctor hay 11111/C [Ci ce I ri suppoo ol art appl icailtiri for it hiiiltlIll, -cmli 0 alt 111C tiprest underititdin liii On., rc jets 11 no st o rd es Cs the owner or Ci"hrrticior or their ii lctional engineer or architect for tile respiur ihi I iv hr lull compliance with said codes aid standards. iiicliidirig the binIdrii code or fol ally respoiisihiltv for rieliciciteres, errors. ohlhlisroris or negligence in thesc plaits whether or not lioled ill liii review. Ome Reviewer: FZRI-ft )MMENI) APPR )VAI. 0 RECOMMINI) Al'l'ROVAL. AS Table of Contents 1.0 Introduction .............................................................................................................. I 2.0 Alternative 1 - 375 Zone Water System .................................................................. I 2.1 Alternative 1 Meter Sizing for 375 Zone.............................................................1 2.2 Alternative 1 - 375 Zone Water System Hydraulic Analysis...............................3 3.0 Alternative 2-550 Zone Water System..................................................................4 3.1 Alternative 2- 550 Zone Flows and Meter Sizing................................................4 3.2 Alternative 2 - 550 Zone Hydraulic Analysis......................................................5 4.0 Alternative 3 - Split Zone 375/550 Zone Water System Analysis...........................6 4.1 Alternative 3- Split 375/550 Zone Flows and Meter Sizing...............................6 4.2 Alternative 3 - Split 375/550 Hydraulic Analysis................................................8 Appendix Fixture Counts 2 AWWA Standards and Guidelines 3 Water System Hydraulic Analyses a. Alternative 1 - 375 Pressure Zone 1. Fixture Value Flow Estimates ii. Peak Hour Demands Results iii Fire Flow Analysis Report b. Alternative 2- 550 Pressure Zone Fixture Value Flow Estimates Peak Hour Demands Results Fire Flow Analysis Report c. Alternative 3 -Split 375/550 Pressure Zones Fixture Value Flow Estimates Peak Hour Demands Results Fire Flow Analysis Report 1.0 Introduction This study herein provides analyses of the flows anticipated to each of the buildings for proper sizing of the master meter for each building. Additionally, since there are two pressure zones adjacent to the project, alternatives for water system supply to the project are analyzed including meter sizing based on the different pressure zone service opportunities. 2.0 Alternative 1- 375 Zone Water System 2.1 Alternative 1 Meter Sizing for 375 Zone In accordance with AWWA standards for meter sizing, the method utilized to establish the flow requirements to size the master meters to the buildings is the total fixture value method. Pursuant to the AWWA M22 manual for sizing service lines and meters, it is stated that fixture values are applied to demand curves and that the demand curves are not linear as fixture counts increase. (See the figure below as copied from the AWWA Manual.) Therefore, it is appropriate to size the master meters for each building based on the total fixture count for that building. Demand-.-pm 1 'o N-V'V- 5 C-11 I '*ki1I AzW1, Fiç;, ,suwurn) [ t20 4 :: 90 0...nt.c LI.. I N 79 0rnv We la.ie'Pui do 40 10 0 Im am 290 AW sm 590 700 990 909 1000 I 100 1Y1 ,'00 Combined Fixture Value Fig. 4.4 Water-Flow Demand per Fixture \ilue.Low Range For the Poinsettia project, the type and number of fixtures have been established for each dwelling unit plan, and are provided in the Appendix. Flow values and flows are estimated utilizing the AWWA M22 standard criteria. A summary of the analysis is I I Page provided below. The adjusted flow rates are adjusted by the appropriate pressure factor assuming service to the project is provided from the 375 Pressure Zone. Table 1 Alternative 1 Peak Design Flows - 375 Pressure Zone Building Total Fixtures Fixture Value Peak Design Flow at 35 psi (gpm) Adjusted Peak Design Flow (gpm) 1 74 382 41 64 2 62 322 38 60 3 124 638 53 80 4 124 638 53 80 5 124 638 53 80 6 124 638 53 77 7 136 698 56 81 8 74 382 41 60 9 128 698 56 81 In accordance with AWWA specifications as shown in Table 2 below from the AWWA C700 standard, the recommended design criteria for sizing meters is that the peak design flow should not exceed 80% of the meter maximum capacity. Based on meter capacity, the flow of about 80 gpin as shown in Table 1 is about 80% of the capacity of a 1 ½-inch meter. (A 1 V2-inch meter has a maximum capacity range of up to 100 gpm.) Table 2 L)isp1acaaient-i'pc Merc,s Meeting A WVA Standards Flow-Pressure 1.oss Avernges if 1990-Mude0Meters Size M.tximum Cupaity AWWA now Criteria Rucmerkd Dcsii Criteria-80? Cap. Continuous now Criteria-500"O Cap. Brands inc1dcd in gpm psi gpin psi gprn psi In I uveragc 15 7.9 12 5.0 7.5 2.0 1 5/8 20 9.7 16 (U 10 2.4 5 30 10.4 24 6.7 15 2.6 5 1 50 9.8 40 6.4 25 2.5 5 I V 100 10.6 80 6.8 50 2.7 4 2 160 1 113 1 136 1 7.1 1 80 1 2.8 1 4 2-inch meters have a capacity of 160 gpm. A design flow of 80% of maximum capacity would be 128 gpm, which would be about 60% larger than what is needed and could be less efficient. Therefore, a 1 ½-inch master meter is recommended for all buildings. Table 3 below provides the recommended meter size and design flow for each building. 2lPage Table 3 Alternative 1 Recommended Meters for Each Building 375 Pressure Zone Ui ing Building Peak Design Flow (gpm) Meter Size (inches) Number of Meters 1 64 1-1/2 1 2 60 1-1/2 3 80 1-1/2 4 80 1-112 1 5 80 1-1/2 6 77 1-1/2 1 7 81 1-1/2 1 8 60 1-1/2 1 9 81 1-1/2 2.2 Alternative 1-375 Zone Water System Hydraulic Analysis To serve the project from the existing 375 Pressure Zone would require a new connection to the 12-inch pipeline in Poinsettia Lane. In order to provide a secondary supply, a connection would need to be made to the existing 30-inch 550 Zone pipeline in Cassia Drive with a new pressure reducing station at Cassia Drive and Drive "C". For the system to operate properly without the new PRV filling the 375 Zone tank, the PRV is assumed to have a setting no higher than the 387-ft HGL, which is the low water level in the tank serving the 375 Zone. A hydraulic analysis was performed using computer modeling software for peak hour and maximum day plus fire flow demands. The analysis assumed the HGL of the tank to be half full at 400-ft. The peak hour demands were conservatively assumed to be the total fixture value for the entire project with a resulting peak demand of 128 gpm. The resulting pressure, or HGL, at the water main in the street was then used to size the service laterals and meters to each building based on the peak design flows shown in Table 3. The fire flow analysis was performed based on a fire flow of 2,750 gpm. The results show that the minimum residual pressure is 35 psi at the hydrant near buildings 2 and 3. Modeling results are provided in the Appendix. The hydraulic analysis for the laterals and meters to each building included the peak design flows and pressure tosses through the lateral, master meter, and the sub-meter pressure loss. The sub-meter was assumed to be a 5/8" meter. Table 4 provides, a summary of the resulting pressures to the front of each building first and top floors. 3P age Table 4 Alternative 1 Hydraulic Analysis Results - 375 Pressure Zone Building Pad Elevation HGL (ft) Pressure at Floor of Building Front (psi) Pressure at Top Floor of Building Front (psi) 1 248.4 400.0 53.4 46.9 2 248.8 399.9 52.5 46.0 3 250.7 399.9 47.6 41.1 4 254.2 399.9 46.1 39.6 5 257.6 399.9 44.8 38.3 6 263.7 399.8 42.0 35.5 7 266.3 399.8 40.4 33.9 8 269.4 399.8 45.0 38.5 9 269.4 399.8 1 39.6 1 31.6 Pressures include pressure loss through I W lateral. 1 ½" master meter and 5/8" sub-meter. As shown in Table 4, the resulting pressures for buildings 4 through 9 do not meet the 40 psi criteria. 3.0 Alternative 2- 550 Zone Water System Since there is a 30-inch 550 Zone pipeline along Cassia Drive, an alternative system that would meet the minimum pressure criteria would be to serve the project entirely from the 550 Zone. Connections for a looped pipeline would be made to the existing pipeline at Cassia Drive and Drive "C", and with a pipeline connection from the intersection of Cassia Drive and Poinsettia Lane. The hydrant along Drive "B" would be served directly from the existing 30-inch pipeline in Cassia Drive. 3.1 Alternative 2- 550 Zone Flows and Meter Sizing The same fixture value method is used for determining the flows and sizing of the meters for the 550 Zone. However, since the pressures from the 550 Zone are higher, the pressure factor applied to the fixture value flow is greater. This yields a higher peak design flow to each building. Table 5 provides a summary of the 550 Zone peak design flows and meter sizes. Additional detail is provided in the Appendix. 41? age Table S Alternative 2 Recommended Meters for Each Building 550 Pressure Zone Building Peak Design Flow (gpm) Meter Size (inches) Number of Meters 1 83 2 1 2 77 2 1 3 107 2 1 4 106 2 1 5 105 2 1 6 105 2 1 7 110 2 1 1 8 1 80 2 1 9 1 109 2 1 3.2 Alternative 2 - 550 Zone Hydraulic Analysis A hydraulic analysis was performed using a computer modeling software for peak hour and maximum day plus fire flow demands. The analysis assumed the HGL to be a farily constant 550 -ft. The peak hour demands were conservatively assumed to be the total fixture value for the entire project with a resulting peak demand of 165 gpm. The resulting pressure, or HOL, at the water main in the street was then used to size the service laterals and meters to each building based on the peak design flows shown in Table 4. The pressures at the buildings range from 121 psi to 131 psi. The system pipelines, valves, and fittings should be designed for a higher pressure class rating to accommodate these pressures. Additionally, individual pressure regulators should be installed at each master meter with a second or backup pressure regulator installed at each sub-meter to each unit. The fire flow analysis was performed based on a fire flow of 2,750 gpm. The results show that there is more than adequate pressure with a minimum residual pressure is 113 psi. The hydraulic analysis for the laterals and meters to each building included the peak design flows and pressure losses through the lateral, master meter, pressure regulators, and the sub-meter. The sub-meter was assumed to be a 5/8" meter. Table 6 provides a summary of the resulting pressures to the front of each building first and top floors. 5lPage Table 6 Alternative 2 Hydraulic Analysis Results - 550 Pressure Zone Building Pad Elevation HGL (ft) Pressure at I Floor of Building Front (psi) Pressure at Top Floor of Building Front (psi) 1 248.4 550.0 71.0 64.5 2 248.8 549.9 71.0 64.5 3 250.7 549.9 71.0 64.5 4 254.2 549.9 71.0 64.5 5 257.6 549.9 71.1 64.6 6 263.7 549.9 71.0 64.5 7 266.3 549.9 70.9 64.4 8 269.4 549.9 70.9 64.4 9 1 269.4 550.0 71.0 63.0 Pressures include pressure loss through 2" lateral, 2" master meter, 2 pressure regulators and 5/8" sub-meter. 40 Alternative 3 - Split Zone 375/550 Zone Water System Analysis As shown in Table 2 for Alternative 1 buildings 1, 2, and 3 meet the minimum pressure criteria, but yield pressures exceeding 130 psi for the 550 Zone. Therefore, as a third alternative these buildings are proposed to be served from the 375 Pressure Zone from the 12-inch pipeline in Poinsettia Lane. A single pipeline which would serve a total of 21 units (or three 1 ½" meters) and one fire hydrant is proposed for this 375 Pressure Zone. The remaining units, buildings 4 through 9, would be served directly from the 550 Pressure Zone. Two connections would be made to the existing 30-inch pipeline in Cassia Drive, one at Drive "B" and at Drive "C". A single line serving one fire hydrant and 20 units would supply buildings 4 and 5. Static pressures range from 121 psi to 128 psi. The maximum static pressure will be at building 4, with a maximum static pressure of 128 psi. Pipelines, valves, and fittings would need to be designed for the higher pressure class ratings accordingly. 4.1 Alternative 3 - Split 375/550 Zone Flows and Meter Sizing Flow and meter sizing to each building varies for this water system depending on the pressure zone, the 550 Zone meters are slightly different due to the higher pressures in the 550 Zone that result in a higher adjusted design flow for sizing meters per the AWWA criteria. Table 7 provides the revised flow conditions for this system layout. 6P age Table 7 Alternative 3 Peak Design Flows - 375/550 Split Pressure Zone Service Building Fixtures Fixture Value Peak Design Flow at 35 psi Adjusted Peak Design Flow (m) 1 74 382 41 64 2 62 322 38 60 3 124 638 53 80 4 124 638 53 106 5 124 638 53 105 6 1 124 638 53 105 7 136 698 56 110 8 74 382 41 80 9 128 698 56 109 Adjusted Peak Design Flow for buildings 4-9 are based on pressures from the 550 Pressure Zone. As shown in Table 8, the meter size for the meters within the 550 Zone reflect a higher flow rate due to the higher pressure adjustment factor, and will need to be 2-inch meters since they exceed the 80% capacity design flow criteria for a 1 V2-inch meter. Table 8 Alternative 3 Recommended Meters for Each Building 3751550 Split Pressure Zone System Building Peak Design Flow (gpm) Meter Size (inches) Number of Meters 1 64 1-1/2 1 2 60 1-1/2 1 3 80 1-1/2 1 4 106 2 1 5 105 2 1 6 105 2 1 7 110 2 1 8 80 2 9 109 2 1 7IPage 4.2 Alternative 3- Split 375/550 Hydraulic Analysis The hydraulic analysis was performed for the 375/550 Split Pressure Zone system with a summary provided in Table 9. The meters within the 550 Zone are assumed to be equipped with 2-inch pressure reducing valves to reduce pressure to a maximum of 80 psi per the plumbing code. Additionally, for added reliability a second pressure reducing valve would be added at the sub-meter to each unit. Table 9 Alternative 3 Hydraulic Analysis Results 375/550 Split Pressure Zone System Building Pad Elevation HGL (ft) Pressure at V Floor of Building Front (psi) Pressure at Top Floor of Building Front (psi) I 248.4 400.0 53.4 46.9 2 248.8 399.9 52.5 46.0 3 250.7 399.9 47.6 41.1 4 254.2 549.9 71.4 64.9 5 257.6 549.9 71.4 64.9 6 263.7 549.9 71.3 64.8 7 266.3 549.9 71.3 64.8 8 269.4 549.9 71.1 64.6 9 269.4 1 550. 1 71.3 1 63.3 Pressures for the 550 Zone include pressure loss through the lateral, master meter, pressure regulators, and 5/8" sub-meter. Pressures in the 375 Zone do not include a pressure regulator since maximum pressures are less than 80 psi. The 550 Zone includes PRV at the master meter set 1080 psi. The fire flow analysis for the 375 Zone was performed based on a fire flow of 2,750 gpm. The results show that the minimum residual pressure is 51 psi at the hydrant near buildings 2 and 3. The fire flow analysis was performed based on a fire flow of 2,750 gpm. The results show that there is more than adequate pressure with a minimum residual pressure of 11.5 psi. 8lPage Appendix 1 Fixture Counts 2 AWWA Standards and Guidelines 3 Water System Hydraulic Analyses a. Alternative 1 - 375 Pressure Zone I. Fixture Value Flow Estimates Peak Hour Demands Results Fire Flow Analysis Report b. Alternative 2 - 550 Pressure Zone Fixture Value Flow Estimates Peak Hour Demands Results Fire Flow Analysis Report c. Alternative 3 - Split 375/550 Pressure Zones i. Fixture Value Flow Estimates IL Peak Hour Demands Results iii. Fire Flow Analysis Report Appendix 1 Fixture Counts Poinsettia Place CT10-04(A) Town House Toilets Lavatory Kitchen Sink Dishwasher Washer [Tub/ Shower Hose Blab Plan 3 4 1 1 1 2 Plan 3 4 1 1 1 2 Plan3 2 4 1 1 1 - 3 Plan 3 4 1 1 1 3 Hose Blabs-Assume 2per Bull r 2 f Building ITown House Toilets Lavatory J Kitchen Sink Dish Washer Washer Tub/Shower Hose 81bb 4- Plan i 12 16 _4_ 4 4 8 2- Plan 3 4 $ 2 2 2 6 Total 16 24 - 6 - 6 6 14 2 BuildIng2 Town House Toilets Lavatory Kitd,en Sink Dish Washer Washer Tub! Shower Hose Blab 3- Plan i 9 12 3 3 _3 6 2.Plan3 4 B 2 2 2 6 Total 2.3 1 20 1 5 5 5 32 2 Building 3 Town House Toilets Lavatory I Kitchen Sink Dish Washer Washer Tub/Shower Hose Blab -Plani 6 8 2 _2_ 2 4 -Plan2 2.2 16 _4_ _4_ 4 -Plan3 4 3 2 2- -- - 2 6 2-Plan4 6 8 2 = — 2 2 6 ToWl =- 28 40 10 10 10 24 1 2 Building Town House Toilets lavatory lUtdien Sink Dishwasher Washer Tub! Shower H=M 2- Plan l 6 B2 2 2 4 4-plan2 22 16 4 4 4 3 2-Plan3 4 8 - 2 6 2. Plan 4 6 8 - - - - 2 6 Total 25 40 10 ] 10 10 24 2 Building Town House Toilets Lavatory Kitchen Sink Dish Washer Washer Tub! Shower Hose Bibb -Plant 6 8 2 2 2 4 Plan2 22 16 4 4 4 8 -Plan3 4 3 2 2 -- 6 - Man 4 6 8 2 2 2 6 TMII 23 40 10 10 10 24 2 Building 6 Town House Toilets Lavatory I Kitchen Sink Dishwasher Washer Tub/Shower Hose 81bb -Plani 6 8 - - - - 2 4 Plan2 12 18 _4_ - - 4 8 -Plsn3 4 8 2 2 2 6 -Plan4 6 B 2 2 2 6 Total] 28 40 10 1 10 10 24 2 aulldlng7 __ Town House Toilets Lavatory IKitciten Sink DishWasher Washer Tub/Shower HoeBIbb 3- Plan l 9 12 3 3 3 6 - Plan 2 12 16 4 4 4 8 - Plan 3 4 8 2 2 2 6 Plan4 6 8 2 2 2 6 Total 31 44 11 I 11 1 11 26 2 Toilets Lavatory llltdr—Stnk Building B ___ ouse Dish Washer Hose Blab 2 Washer Tub/Shower EFE11 . 22 16 4 4 4 3 8 2 2 2 6 ___ Total 16 24 = = _6 - = = 6 6 14 2 BuIlding 9 Apartments Toilets J Lavatory Kitchen Sink Dish Washer Washer Tub! Shower Hose Blab 34 Units 28 1 , 28 14 14 14 23 Total 22 1 28 14 14 14 j 28 1 2 Appendix 2 AWWA Standards and Guidelines 34 SIZING WATER SERVICE LINES AND METERS' CITY OF Water Customer Data Sheet Customer Address_________________________________________ Building Address Zip Code_______________________ Subdivision Lot No. Bik. No. Type of Occupancy FIXTURE VALUE No. OF FIxTui FIXTURE 35 PSi FIXTURES VALUE Bathtub 8 X Bedpan Washers 10 X Combination Sink and Tray 3 X Dental Unit I X Dental Lavatory 2 X Drinking Fountain - Cooler I X —Public 2 X Kitchen Sink - '/2" Connection 3 X —34" Connection 7 X Lavatory - Connection 2 X - W' Connection 4 X Laundry Tray - V2" Connection 3 X —34" Connection 7 X Shower Head (Shower Only) 4 X Service Sink - '/" Connection 3 X %" Connection 7 X Urinal - Pedestal Flush Valve 12 X - Wall Flush Valve 12 X - Trough (2 Ft. Unit) 12 X Wash Sink (Each Set of Faucets) 4 X Water Closet - Flush Valve 3 X — Tank Type 3 X Dishwasher - /2" Connection 5 X - ¼" Connection 10 X Washing Machine - W' Connection 5 X —¼" Connection 12 X - 1" Connection 25 X Hose Connection (Wash Down) - 'A" 6 X 10 X Hose (50 Ft. Wash Down) - Vz" 6 X 9 X —¼" 12 X Combined Fixture Total Value Customer Peak Demand from Fig. 4.4 or 4.5 x Press. Factor = gpm Add Irrigation Demand - GPM of Largest Zone = gpm -__________ Hose Bibs x 6.5 x Press. Factor = gpm Add Fixed Load = gpm TOTAL FIXED DEMAND = gpm Fig. 4.6. Sample Form for Calculating Customer Demand 'Reprinted from Sizing Water Service Lines and Meters - M22, by permission. Copyright © 1975, American Water Works Association. M SIZING WATER SERVICE LINES AND METERS Demand-gpm ISO 140 Ocinczc uUse fined cn3SpaiMiler Hotels Dsaii.çe for Wçner 130 Showing Centers' Ptaø,s AOpJyalo, Rutaurv; ftomTu,l.4.2 20 Schools Public Public Buildings tO 140wiials 00 90 Darnat,g: Use Aplrfmnh1 Go Motcil 70 Domestic Use Only No tin gition Conoa.num Trader P&AS so go 0 l_ a a a • a rat t a a 0 '00 200 300 400 500 600 700 600 900 1000 1100 IM 1100 Combined Fixture Value Fig. 4.4 Water-Flow Demand per Fixture Value-Low Range ESTIMATING THE CUSTOMER'S PEAK DEMAND Table 4.2 MULTIPLICA TION FACTORS To ADJUST DEMAND LEAD AS OBTAINED FROM TEl CURVES IN FIGS. 4.4 OR 4.5 TO VARIOUS UTILITY DELIVERY PRESSURES AT THE METER OUTLET DESIGN PRESSURE PSI FACTOR 20 0.74 30 0.92 35 Base 1.00 40 1.07 50 1.22 60 1.34 70 L46 80 1.57 90 1.68 100 1.78 N Alternative 1 375 Zone Analysis Building Peak Flow Based on AWWA Fixture Value Method Based on 375 Pressure Zone Alternative Buildings Toilets Load Value 31 Number Of Fixtures per Unit 3 Total Fixtures per Building 28 Total Fixture Value per Building 84 - Lavatory 41 4 40 160 Kitchen Sink 31 1 10 30 Dish Washer 41 1 10 40 - Washer 121 1 10 120 Tub/Shower 8 3 24 192 - hose Bibb 6 0 2 12 - Total Fixture Value 13 124 638 Flow at 35 psi 53 gpm ] MaxSatic 73 psi Building 6 Toilets Adjusted Peak Flowl 31 3 28 80 84 gpm Lavatory 41 4 40 160 - Kitchen Sink 31 1 10 30 Dish Washer 41 1 10 40 Washer 121 1 10 120 Tub/Shower 8 3 24 192 hose Bibb 6 0 2 12 Total Fixture Value 13 124 638 - Flow at 35 psi 53 gpm Max Satic 70 psi Building 7 Toilets Adjusted Peak Flow 31 3 31 77 93 gpm Lavatory 41 4 44 176 Kitchen Sink 31 1 11 33 Dish Washer 41 1 11 44 Washer 121 1 11 132 Tub/Shower 8 3 26 208 - hose Bibb 6 0 2 12 Total Fixture Value 13 136 698 - Flow at35psi S6 gpm Max Static 69 psi Building 9 Toilets Adjusted Peak Flow 31 3 28 81 84 gpm Lavatory 41 4 28 112 Kitchen Sink 3 1 14 42 - Dish Washer 4 1 14 56 - Washer 12 1 14 168 - Tub/Shower 8 3 28 224 - hose Bibb 6 0 2 12 Total Fixture Value 13 128 698 - Flaw at 35 psi __ 56 gpm I Max Static 68 psi Adjusted Peak Flow 81 gpm Peak Demand Conditions - 375 Zone (1-1/2" Meters) Bldg Pad Elevation (if) Head (if) Dynamic Pressure at the Main (psi)1 i 1/2-inch Lateral Length to Bldg Design Flow to Bldg (gpm) Pressure Loss Across 11/2" Meter at Design Flow (psi) Pressure Loss Across Sub-Meter at Design Flow (psi) Friction Loss of Lateral to Bldg (psi) Total Pressure Loss from Main to Bldg (psi) Pressure at 1st Floor (psi) Pressure at Top Floor Fixture (psi) Bldgl 248.4 400.0 66.3 19.7 64 4.0 6.0 2.21 12.2 53.4 46.9 81dg2 248.8 399.9 65.8 29.5 60 4.0 6.0 2.87 12.9 52.5 46.0 Bldg3 250.7 399.9 65.4 18.0 80 7.0 7.0 2.98 17.0 47.6 41.1 Bldg4 254.2 399.9 64.1 18.0 80 7.0 7.0 2,98 17.0 46.1 39.6 Bldg5 257.61 399.9 62.3 16.8 80 7.0 7.0 2.78 16.8 44.8 38.3 Bldg6 263.7 399.8 59.9 18.4 77 7.0 7.0 2.90 16.9 42.0 35.5 Bldg7 266.3 399.8 58.6 20.0 81 7.0 7.0 3.40 17.4 40.4 33.9 Bldg8 269.4 399.8 58.0 15.3 60 4.0 6.0 1.50 11.5 45.0 38.5 Bldg9 269.4 399.8 57.6 16.9 81 7.0 7,0 2.87 16.91 39.6 31.6 1) Dynamic pressure Is based on the hydraulic model analysis for peak demands based on the fixture value of the whole project, or 128 gpm. The pressure shown is the pressure at the water main in the street, and based on a reservoir half full. I I I I 375 Zone Peak Hour Demands - Junction Report ID i ' J1O.t 2 T~_JIOOI 3 rJ104 4 F_ J1061 r J108 6 rJ110 7 rJ112 8 rJ114 r J12 io r J14 ii 1'. JiG 12 r J18 13 r J20 14 r J22 15 r J24 16 r J26 17 r JSO 18 r J32 19 rJ34 *0.00 20 T J36 21 ff J38 22 r J40 23 r J42 24 r J44 25 r J46 26 r J48 27 r i5o 28 T J52 29 r J58 30 r JSO 31 r J62 32 r r J66 1' J68 r J70 36 r J72 rJ74 38 r J76 r J78 40 r J80 41 r .182 42 r .184 r .186 44 F .188 45 r 46 r .192 48r.198 Demand (gpm) 0.00 0.00 f Elevation (It) 247.67 271.00 Head (ft) 399.91 - 550.00 11 Pressure (psi) 65.97 120.89 0.00 270,00 550.00 121.32 _0.00 270.00 550.00 121.32 0.00 270.00 399.81 56.25 0.00 270.00 399.81 56.25 0.00 248.00 399.92 65.83 12.16 T48.40 363.88 f 50.04 0.00 1 249.00 399.89 1.3à1 0.00 249.00 399.89 65.38 0.00 252.00 399.87 64.07 0.00 252.00 399.87 j 64.07 - 0.00 256.00 399.84 62.33 0.00 - 256.00 j 399.84 62.33 0.00 257.00 399.84 •J 61.89 0.00 258.00 399.84 61.46 0.00 1 261.50 399.82 59.93 0.00 261.50 399.82 J 59.93 264.00 398.82 58.85 0.00 1 284.50 399.81 58.63 0.00 284.50 399.81f 58.63 0.00 266.00 399.81 57.98 0.00 266.00 399.81 57.98 0.00 267.00 -399.81 57.55 0.00 267.00 399.81 57.55 0.00 247.00 399.97 66.28 0.00 247.00 399.97 66.28 0.00 247.67 399.91 65.97 0.00 257.34 399.84 61.75 0.00 260.32 399.84 60.45 0.00 264.03 399.82 58.84 15.75 269.40 355.53 37.32 0.00 269.40 399.81 56.51 11.38 269.40 365.26 41.54 0.00 269.40 399.81 56.51 0.00 266.30 399.81 57.85 15.35 - 266.30 355.81 38.79 0.00 263.70 399.82 58.98 -15.11 263.70 356.24 40.10 15.55 257.60 356.67 42.93 0.00 257.60 399.84 61.63 0.00 254.40 399.87 63.03 15.75 254.40 356.36 44.18 15.95 250.70 356.12 45.68 0.00 250.70 399.89 - 84.65 0.00 248.80 399.97 65.50 rJ94 -11.56 } 248.80 364.18 49.99 0.00 262.00 399.84 59.73 375 Zone Peak Hour Demands - Junction Report ID i JiO 2 rJioo 3 rJ104 4 FJ1O6 5 rJioa 6 rJ11D 7 rJ112 B rJ114 r J12 ior J14 ii r J16 12 r is 13 r J20 14 r J22 15 r J24 16 r J26 17 Ø' J30 18 r J32 19 rJ34 20 r J36 21 r J38 22 r J40 23 r J42 24 rJ44 25 r J46 26 r. J48 27 r J50 28 r. J52 29 r jø 30 r J60 31 r J62 32 r J64 33 r .J66 34 r •J88 r .J70 36 r J72 37 r 38 r J76 39 J78 40 r JBO 41 r J82 42 r J84 43 r J86 44 1 J88 45 r J90 46 r J92 rJ94 48 r J98 Demand (gpm) 0.00 Elevation (It) I 247.67 Head (It) 1 399.91 Pressure (psi) 65.97 0.00 271.00 550.00 120.89 0.00 '--Zfo,,00l 550.00 121.32 0.00 270.00 550.00 121.32 0.00 I - 270.00 - 399.81 56.25 0.00 270.00 1 399.81 56.25 0.00 248.00 399.92 - 65.83 12.16 248.40 383.88 50.04 0.00 249.00 399.89 65.38 0.00 249.00 399.89 65.38 0.00 252.00 399.87 64.07 0.00 1 252.00 399.87 64.07 0.00 256.00 399.84 62.33 - 0.00 256.00 399.84 62.33 0.00 - 0.00 257.00 258.00 399.84 399.84 61.89 61.46 0.00 F 261.50 399.82 59.93 0.00 261.50 399.82 59.93 0.00 264.00 399.82 58.85 0.00 264.50 399.81 58.63 0.00 1 264.50 399.81 58.63 0.00 266.00 1 399.81 57.98 0.00 266.00 399.81 57.98 0.00 267.00 399.81 1 57.55 0.00 267.00 399.81 57.55 - - 0.00 247,00 399.97 66.28 F 0.00 247,00 399.97 66.28 0.00 247.87 399.91 65.97 0.00 257.34 399.84 61.75 0.00 260.32 399.84 60.45 - 0.00 264.03 399.82 1 58.84 - 15.75 269.40 355.53 37.32 - 0.00 269.40 399.81 56.51 11.36 269.40 365.26 41.54 0.00 269.40 399.81 56.51 0.00 266.30 399.81 57.85 - 5.35 1 266.30 355.81 38.79 0.00 263.70 399.82 58.98 15.11 263.70 356.24 40.10 1 15.55 257.60 356.87 42.93 0.00 257.60 399.84 61.63 0.00 254.40 399.87 63.03 15.75 254.40 1 356.36 1 44.18 15.95 250.70 1 356.12 45.68 0.00 250,70 1 399.89 I 64.65 - 0.00 248.80 399.97 I 65.50 11.56 248.80 364.18 49.99 0.00 262.00 , 399.84 59.73 375 Zone Peak Hour Demands- Pipe Report From Node,. Length Diameter Roughness Flow Velocity Headloss ID iO Node (ft) (in) aug ne (gpm) (Ills) (ft) 1 r P1011 422 1, J24 29.46 1 8.00 1 130.00 I 57.57 0.37 0.00 2 r12109 J98 460 23.36 6.00 130.00 0.00 0.00 0.00 3 r- P1111 420 I 482 17.35 4.00 130.00 0.00 0.00 0.00 4 rP113 16.81 2.00 130.00 15.55 1,59 43.17 J22L ]J~ 30.78 8.00 130.00 57.57 0,37 0.00 r P115 jREES9006 6 PI 19 r 78.79 30.00 130.00 0.00 0.00 0.00 i r P121 426 498 139.49 8.00 130.00 0.00 0.00 0.00 8 r P127 4100 4104 22.45 1 8.00 130.00 0.00 0.00 0.00 r P129 10 r P13 RES900S J48 76.85 8.00 130.00 128.53 0.82 0.03 410 412 71.98 8.00 130.00 104.81 0.67 0.02 11 rP131 J104 4106 27.43 8.00 130.00 0.00 0.00 0.00 12rP133 4110 444 187.56 8.00 130.00 0.00 0.00 0.00 13 rP135 4106 V8000 7.46 8.00 120.00 0.00 0.00 0.00 14 rP137 VOOO T 4108 9.15 8.00 120.00 0.00 0.00 0.00 15 r P139 4108 4110 27.87 8.00 130.00 0.00 0.00 0.00 16 P141 4112 J10 7.23 8.00 130.00 104.81 0.67 0.00 17rP143 J112 4114 29.48 2.00 130.00 12.16 1.24 36.04 18 r P15 412 414 6.04 8.00 130.00 - 104.81 0.67 0.00 19 r P17 20 r P19 414 J16 131.88 8.00 130.00 88.87 - 0.57 0.03 J16 418 4.58 8.00 130.00 73.12 0.47 0.00 21 r P21 22 r ra 418 420 142.74 11 8.00 130.00 73.12 0.47 0.02 426 J30 187.26 11 800 130.00 57.57 0.37 0.02 23 r P35'1 430 J32 5.25 8.00 130.00 42.46 0.27 0.00 24 r P37 J32 1 434 92.99 - 8.00 130.00 42.46 0.27 0.00 25 r P39 434 436 57.02 8.00 - 130.00 42.46 0,27 0.00 26 r P41 436 438 8,00 130.00 27.11 0,17 0.00 27 r 28 r P45 438 440 73.48 - 8.00 130.00 27.11 - 0.17 - 0.00 440 442 5.81 8.00 130.00 27.11 0,17 0.00 29 r P47 30r P49 442 444 J44 448 94.20 5.52 8.00 8.00 130.00 130.00 15.75 15.75 0.10 0.10 0.00 31 r P53 32 rP55 rP57 448 450 5.48 8.00 130.00 116.97 0.75 0.00 450 J112 144.77 8.00 130.00 118.97 0.75 0.05 110 J52 11.72 6.00 130.00 0.00 0.00 0.00 r P61 r P65 424 458 9.93 6.00 - 130.00 0.00 0.00 0.00 434 J62 10.93 6,00 1 130.00 0.00 1 --0-.0-0-7 0.00 36 r P67 r P69 J46 464 16.86 2.00 130.00 15.75 1.61 44.29 J44 [ 466 17.34-1 4.00 130.00 0.00 0.00 0.00 38 r P71 J42 I 468 15.28 2.00 130.00 11.36 1.16 34.55 r P73 J40 470 16.54 4.00 130.00 0.00 0.00 - 0.00 40 r pis 438 J72 18.15 4.00 130.00 0.00 0.00 0.00 41 P77 42r p79 43 P81 1 P87 J36 474 20.06 2.00 130.00 15.35 1.57 44.00 432 476 17.37 4.00 130.00 0.00 0.00 0.00 430 J78 18.38 2.00 130.00 15.11 1.54 43.59 418 484 17.46 4.00 130.00 0.00 0.00 0.00 r P89 J16 486 18.00 2.00 130.00 15.75 1.61 43.51 46r P91 414 J88 18.03 2.00 130.00 15.95 - 1.63 4.3.77 47 r P93 48 r P95 412 J90 17.26 4.00 130.00 1 0.00 0.00 0.00 450 J92 18.37 4.00 130.00 0.00 0.00 0.00 r P97 448 494 - 19.66 2.00 130.00 11.5g -j- 1.18 35.79 50 r P99 - J20 I J22 5.24 12,00 100.00 73.12 1 0.21 0.00 - 375 Pressure Zone Analysis - Are Flow Report D Static Demand Static Pressure Static Head Fire-Flow Demand Residual Pressure Available Flow at (gpm) (psi) (it) (gpm) (psi) Hydrant i r J52 0.00 65.99 399.97 2,750.00 54.83 6,517.07 2 rJ58 0.00 61.79 399.95 2,750.00 46.39 7 5,135.49 3 rJ60 0.00 60.50 399.95 _2,750.00 34.96 3,632.26 4rJ62 000 - 5889 _39994 275000 7_4332 _500088 Alternative 2 550 Zone Analysis Building Peak Flow Based on AWWA Fixture Value Method Based on 550 Pressure Zone Alternative Building 1,8 Toilets Load Units 31 Number of Fixtures 3 Total Fixtures per Building 16 Total Load per Building 48 Lavatory 4 4 24 96 Kitchen Sink 3 1 6 18 Dish Washer 4 1 6 24 Washer 12 1 6 72 Tub/Shower 8 3 14 112 hose Bibb 6 - 2 12 Total Load 13 74 382 Flow at 35 psi 41 gpm [ Max Static 131 psi ___________________ ________ Adjusted Peak Flow, Bldg 1 83 gpm Max Static 121 psi Adjusted Peak Flow, Bldg 8 Building 2 Toilets 3 3 13 80 39 gpm Lavatory 4 4 20 80 Kitchen Sink 3 1 5 15 Dish Washer 4 1 5 20 Washer 12 1 5 60 Tub/Shower 8 3 12 96 hose Bibb 6 0 2 12 Total Load 13 62 322 Flow at 35 psi 38 gpm Max Static 130 psi Building 3 Toilets Adjusted Peak Flow 3 3 28 77 84 gpm Lavatory 4 4 40 - 160 Kitchen Sink 3 1 10 30 Dish Washer -4 1 10 40 Washer 12 1 10 120 Tub/Shower 8 3 24 192 hose Bibb 6 0 2 12 Total Load 13 124 638 Flow at 35 psi 53 gpm Max Sat! c 130 psi Building 4 Toilets Adjusted Peak Flowl 31 3 28 1 107 84 gpm Lavatory 4 4 40 160 Kitchen Sink 3 1 10 30 Dish Washer 4 1. 10 40 Washer 12 3. 10 120 Tub/Shower 8 3 24 192 hose Bibb 61 0 2 12 Total Load 13 124 638 Flow at 35 psi 53 gpm Max Satic 128 psi Adjusted Peak Flow 105 gpm Building Peak flow Based on AWWA Fixture Value Method Based on 55.0 Pressure Zone Alternative Building S Toilets Load Units 3 Number of Fixtures 3 Total Fixtures per Building 28 Total Load per Building 84 Lavatory 4 4 40 160 Kitchen Sink 3 1 10 30 Dish Washer 4 1 10 40 Washer 12 1 10 120 Tub/Shower 8 3 - 24 192 hose Bibb 6 0 2 12 Total Load 13 124 638 Flow at 35 psi 53 gpm Max Satic 126 psi Building Toilets Adjusted Peak Flowl 31 3 28 I 105 84 gpm Lavatory 4 4 40 160 Sink - Kitchen 3 3. 10 30 Dish Washer 4 1 10 40 Washer 12 1 10 120 Tub/Shower 8 3 24 192 hose Bibb 6 0 2 12 Total Load 13 124 638 Flow at35psi 53 gpm Max Satic 124 psi Building? Toilets Adjusted Peak Flow 3 31 31 105 - 93 gpm Lavatory 4 4 44 -176 Sink -Kitchen 3 1 11 33 Dish Washer 4 1 13. 44 Washer 121 1 11 132 Tub/Shower 8 3 26 208 hose Bibb 6 0 2 12 Total Load 13 136 698 Flow at 35 psi gpm 56 gpm Max Static 3.23 psi Building 9 Toilets Adjusted Peak Flow 3 3 28 110 84 gpm Lavatory 4 4 28 112 Kitchen Sink 3 1 14 42 Dish Washer 4 1 14 56 Washer 12 1 14 168 Tub/Shower 8 3 28 224 hose Bibb 61 0 2 12 Total Load 13 128 698 Flow at 35 psi 56 gpm Max Static 121 psi Adjusted Peak Flow 109 gpm 1 550 Pressure Zone System Analysis Model Node Diagram Peak Demand Conditions Hydraulic Analysis - 550 Zone (2' Meters) Elevation (ft) Head (ft) Dynamic Pressure at the Main (psi)1 2-Inch Lateral Length to Bldg Design Flow to Bldg (gpm) Pressure Loss Across 2" Meter at Design Flow (psi) Pressure Loss Across Sub-Meter at Design Flow (psi) Pressure Loss Across PRV at Master Meter (psi) Friction Loss of Lateral to Bldg Total Pressure Loss from Main to Bldg (psi) Max Pressure at 1st Floor (psi)2 Max Pressure at Top Floor Fixture (psi) Bldgl 248.4 550.0 131.1 19.7 83 3.0 6.0 40.6 0.97 50.6 71.0 64.5 Bldg2 248.8 549.9 130.7 29.5 77 3.0 6.0 40.1 1.26 50.4 71.0 64.5 BIdg3 250.7 549.9 130.2 18.0 107 4.0 7.0 37.1 1.42 49.5 71.0 64.5 81dg4 254.2 549.9 129.1 18.0 106 4.0 7.0 35.6 1.40 48.0 71.0 64.5 Bldgs 257.6 549.9 127.4 16.8 105 4.0 7.0 34.2 1.29 46.5 71.1 64.6 Bldg6 263.7 549.9 125.0 18.4 105 4.0 7.0 31.5 1.40 43.9 71.0 64.5 BIdg7 266.3 549.9 123.7 20.0 110 4.0 7.0 30.2 1.67 42.9 70.9 64.4 flldg8 269.4 549.9 123.0 15.3 80 3.0 6.0 31.8 0.70 41.5 70.9 64.4 Bkig9 269.4 550.0 122.61 16.9 109 4.0 7.0 29.1 1.39 41.5 71.0 63.0 Dynamic pressure is based on the hydraulic model analysis for peak demands based on the fixture value of the wholeproject, or 167 gpm. The pressure shown Is the pressure at the water main in the street. I I Includes pressure loss across a pry at the sub-meter to each unit. I 550 Zone Peak Hour Demands - Junction Report ID Demand (gpm) 1 r JIO 0.00 2 rJioo 0.00 3 rJ112 0.00 4 rJ11416.46 5 TJ116 0.00 6 r J12 0.00 l .J14 0.00 a JIG 0.00 9 r J18 0.00 10 r J20 0.00 ii r J22 0.00 12 r J24 0.00 13 "-ff J26 0.00 14 r J30 0.00 15 1 J32 0.00 16 rJ34 0.00 17 r J36 0.00 18 r J38 0.00 19 r J40 0.00 20 r J42 0.00 21 rJ44 0.00 22 r J46 0.00 23 r J48 0.00 24 I'' J50 0.00 25 r J52 0.00 26 r J58 - 0.00 27 r J60 0.00 28 r J62 0.00 29 rJ64 21.32 30 r J66 0.00 31 r J68 15.37 32 r J70 0.00 33 r. J72 0.00 r J74 20.78 r J76 0.00 36 r J78 20.46 i r' J80 21.04 38 fl J82 0.00 r J84 0.00 40 r.J86 21.32 41 r J88 21.59 42 r J90 0.00 43 r J92 0.00 44 1 J94 15.65 Elevation (ft) 247.67 Head (IL) 549.94 Pressure (psi) 130.97 271.00 550.00 120.89 248.00 549.94 130.83 248.40 483.93 102.06 0.00 550.00 238.31 249.00 549.93 130.39 249.00 ] 549.93 130.39 252.00 549.93 129.09 252.00 549.93 129.09 - 256.00 549.93 127.36 256.00 549.93 127.36 257.00 549.93 126.92 258.00 549.93 126.49 261.50 549.93 124.98 261.50 549.93 124.98 264.00 549.93 123.89 264.50 264.50 549.93 549,93 123.68 123.68 266.00 549-94 123.03 268.00 549.94 123.03 267.00 549.95 122.60 267.00 549.95 122.60 247.00 549.95 131.27 247.00 549.95 131.27 1 247.87 549.94 130.97 257.34 549.93 126.78 260.32 550.00 125.52 264.03 549.93 123.88 269.40 468.76 86.38 269.40 549.95 121.56 269.40 486.68 94.15 269.40 Jill - 549.94 121.56 266.30 549.93 122.90 268.30 469.27 87.95 263.70 549.93 124.02- 263.70 470.05 89.41 257.60 470.83 92.39 257.60 549.93 [ 126.66 254.40 549.93 - 128.05 254.40 470.19 93.50 250.70 469.72 94.90 250.70 549.93 129.66 248.80 549.95 r 130.49 248.80 282.00 484.36 550.00 102.07 [ 124.79 45 r J98 0.00 550 Pressure Zone - Peak Hour Demands - Pipe Report From Node To Node N d Length Diameter Roughness Flow Velocity Headioss 0 (if) (in) (gpm) (Ills) (It) 1 r PiDi .122 .124 29.46 800 130.00 -12.69 0.08 0.00 2 r' P109 J98 460 47.00 6.00 130.00 0.00 T 0.00 - 0.00 3 rP111 J20 J82 17.35-14.00 130.00 0.00 0.00 0.00 r P113 J22 .180 16.81 2.00 130.00 21.04 2.15 79.09 5 rP115 6 rP1-19 424 426 30.78 8.00 130.00 1 -12.69 0.08 0.00 RES9006 .1100 76.79 30.00 130.00 174.00 0.08 0.00 7 re121 -.198 4116 848.33 30.00 130.00 83.37 0.04 0.00 8 rP127 .1100 .198 530.63 30.00 130.00 83.37 0.04 0.00 r P13 JiG J12 71.98 8.00 130.00 5127 0.33 0.01 10rP141I 11 rP143 12 P145 4112 .110 7.23 8.00 130.00 51.27 0.33 0.00 4112 4114 29.48 2.00 130.00 16.46 1.68 66.00 J116 .148 245.18 8.00 130.00 83.37 0.53 0.04 13 r P147 14r P15 4100 446 223.91 8.00 130.00 90.63 0.58 0.05 .112 .114 6.04 8.00 130.00 51.27 0.33 0.00 15 P17 16r P19 J14 J16 131.88 8.00 130.00 29.68 0.19 0.00 J16 AS 4.58 8,00 - 130.00 8.36 0.05 0.00 17 r P21 418 J20 142.74 8.00 130.00 8.36 0.05 0.00 18 r P33 .126 430 187.26 8.00 130.00 -12.69 0.05 0100 19 rP35 20 r P37 .130 .132 5.25 8.00 130.00 -33.15 0.21 0.00 J32 434 92.99 8.00 130.00 -33.15 0.21 0.00 21 r P39 434 436 57.02 8.00 130.00 -33.15 0.21 0.00 22 r P41 23 r P43 - 436 438 5.83 1 8.00 130.00 -53.93 0.34 0.00 J38 440 73.48 1 8.00 130.00 .5393 0.34 - 0.01 24r f'45 25 rP47 J40 J42 5.81 8,00 130.00 -53.93 0.34 0.00 442 J44 94.20 8.00 130.00 -69.31 1 0.44 1 0.01 26 r P49 444 .146 5.52 8.00 130.00 -69.31 0.44 0.00 27 F P53 J48 450 5.48 8.00 130.00 67.72 0.43 0.00 - 28 r P55 450 4112 144.77 8.00 130.00 67.72 0.43 0.02 29 r pi J10 J52 11.72 6.00 130.00 0.00 0.00 0.00 30 r P61 .124 JSB 9.93 6.00 130.00 0.00 0.00 -0.00 31 r P65 32 r P67 J34 462 1 10.93 6.00 130.00 0.00 0.00 0.00 446 J64 16.86 2.00 130.00 21.32 2.18 81.19 33 F P69 444 466 17.34 4.00 130.00 0.00 0.00 0.00 r P71 442 468 15.28 2.00 130.00 15.37 1.57 63.26 35r p73 440 J70 16.54 4.00 130.00 0.00 0.00 0.00 36 T:"", P75 J38 J72 18.15 4.00 130.00 0.00 0.00 0.00 37 r P77 .136 474 2006 2.00 130.00 20.78 2.12 80.66 38 r P79 J32 .176 17.37 4.00 130.00 0.00 0.00 0.00 r P81 40 r P87 .130 .178 18.38 2.00 130.00 20.46 2.09 79.88 .118 .184 1 17.46 4.00 130.00 0.00 0.00 0.00 41 r P89 42 r P91 .116 .186 18.00 2.00 130.00 21.32 2.18 79.73 J14 488 18.03 2.00 130.00 21.59 220 80.21 43 F P93 r P95 412 490 17.26 4.00 130.00 0.00 0.00 0.00 .150 492 18.37 4.00 130.00 0.00 0.00 0.00 rP97 448 494 19.66 2.00 - 130.00 15.65 1.60 65,59 46rP99 J20 J22 5.24 12.00 100.00 8.36 - -0.02 0.00 550 Zone - Fire Flow Analysis Report Static Demand Static Pressure Static Head Fire-Flow Demand Residual Pressure ID (gpm) (psi) (if) (gpm) (psi) i r J52 0.00 i 130.99 549.99 2,750.00 119.16 2 J5 0.00 126.80 549.99 2,750.00 113.18 3 rJ60 0.00 125.52 550.00 2,750.00 115.63 4rJ62 0.00 123.91 549.99 2,750.00 J 111.59 Alternative 3 Split 375/550 Zone Analysis Building Peak Flow Based on AWWA Fixture Value Method Based on 375/550 Split Pressure Zone Alternative Building 5 Toilets Load Units 31 Number of Fixtures 3 Total Fixtures per Building 28 Total Load per Building 84 Lavatory 41 4 40 160 Kitchen Sink 31 1 10 30 Dish Washer 41 1 10 40 Washer 121 1 10 120 Tub/Shower 8 3 24 192 hose Bibb 6 0 2 12 Total Load 13 124 638 Flow at 35 psi 53 gpm Max Satic 126 psi Building 6 Toilets Adjusted Peak Flow 31 3 28 105 84 gpm Lavatory 41 4 40 160 Kitchen Sink 31 1 10 30 Dish Washer 41 1 10 40 Washer 121 1 10 120 Tub/Shower 8 3 24 192 hose Bibb 6 0 2 12 Total Load 13 124 638 Flow at 35 psi __ 53 gpm Max Satic 124 psi Building 7 Toilets Adjusted Peak Flow 31 3 31 I 105 93 gpm Lavatory 41 4 44 176 Kitchen Sink 31 1 11 33 Dish Washer 4 1 11 Washer 12 1 11 132 Tub/Shower 8 3 26 208 hose Bibb 6 0 2 12 Total Load 13 136 698 Flow at 35 psi gpm 56 gpm Max Static 123 psi Building 8 Toilets Adjusted Peak Flowl 31 3 16 110 48 gpm Lavatory 41 4 24 96 Kitchen Sink 71 1 6 42 Dish Washer 41 1 6 24 Washer 121 1 6 72 Tub/Shower 4 3 14 56 hose Bibb 6- 2 12 Total Load 13 74 350 now at 35 psi 39 gpm Max Static 121 psi Adjusted Peak Flow 79 gpm Building Peak Flow Based on AWWA Fixture Value Method Based on 375/550 Split Pressure Zone Alternative Building 9 Toilets Load Units 3 Number of Fixtures 31 Total Fixtures per Building 28 Total Load per Building 84 Lavatory 4 4 28 112 Kitchen Sink 3 1 14 42 Dish Washer 4 1 14 56 Washer 12 1 14 168 Tub/Shower 8 3 28 224 hose Bibb 6 0 2 12 Total Load 13 128 698 Flow at 35 psi 56 gpm Max Static 121 psi Adjusted Peak Flow 109 gpm 375/550 Spilt Zone Peak Hour Demands Analysis - Junction Report ID 1 r J10 2 rjioo 3 rJ112 r J114 5 rJ118 6 r J12 7 J J14 8 r J16 r J18 10 r J20 ii r J22 12 r J24 13 r J26 14 r J30 15 r J32 16 rJ34 17 r J36 18 r J38 19 r J40 20 r J42 21 rJ44 22T=- J46 23 rJ48 24 r J50 25 r J52 26 r J58 27 r .160 28 r .162 29 r J64 30 r .166 31 r .168 32 r . .172 rJ74 r .176 36 r .178 i r .180 38 r .182 r .184 40 r J86 41 r .188 42 r .190 r .192 rJ94 r_.198 Demand (gpm) 0.00 Elevation (ft) 247.67 Head (It) 399.96 Pressure - (psi) 65.99 0.00 - 271.00 550.00 120.89 0.00 248.00 - 399.96 65.85 32.70 248.40 364.52 j 50.31 0.00 260.00 549.99 125.65 0.00 249.00 399.96 65.41 0.00 249.00 399.96 1 65.41 0.00 252.00 549.96 129.11 0.00 252.00 549.96 129.11 0.00 258.00 549.96 127.37 0.00 256.00 549.96 127.37 0.00 257.00 549,97 126.94 0.00 258.00 549.97 126.51 0.00 261.50 549.96 124.99 0.00 261.50 549.96 124.99 0.00 264.00 1 549.96 123.91 0.00 264.50 549.96 123.69 0.00 264.50 549.96 ] 123.69 0.00 266.00 549.96 123.04 0,00 266.00 549.96 123.04 0.00 F 267.00 549.97 122.61 0.00 267.00 549.97 122.61 0.00 1 247.00 399.98 66.29 0.00 247.00 399.98 66.29 0.00 247.67 399.96 65.99 0.00 257.34 549.97 126.79 - 0.00 260.32 549.99 125.51 0.00 264.03 549.96 J 123.89 25.30 269.40 r 435.67 72.04 f 0.00 269.40 549.97 121.57 25.30 269.40 378.68 47.35 0.00 269.40 549,96 121.57 0.00 266.30 549.96 122.91 25.30 266.30 430.42 71,11 0.00 -263.70 -549.96 124.04 25.30 263.70 427.86 71.13 25.30 T 257.60 435.66 77.15 0.00 f 257.60 549.96 126.68 0.00 254.40 1 549.96 128.07 25.30 254.40 437.71 79.43 32.70 250,70 358.77 46.83 0.00 L 250.70 399.96 64.68 0.00 248.80 399.98 65.51 F-32.70 248.80 364.81 50.27 1 0.00 262.00 550.00 124.79 375/550 Split Zone Peak Hour Demands Analysis - Pipe Report ID From Node ToNode N d Length Diameter Roughness Flow Velocity Headloss (ft) (I n) oug ness (gpm) (ftIs) (ft) i r ioi J22 J24 29.46 8.00 130.00 -50.60 0.32 1 0.00 1 2 rP109 J118 .160 25.87 6.00 f 130.00 0.00 0.00 0.00 3 rpiii 4 rP113 5 rP115 6 rP119 J20 J82 17.35 4.00 1 130.00 0.00 0.00 0.00 J22 I .180 16.81 2,00 130.00 2520 2.58 114.30 J24 J26 30.78 8.00 [ 130.00 50.60 J 0.32 1 0.00 RES9006 J100 76.79 30.00 130.00 151.80 I 0.07 0.00 7 rP127 J100 .198 555.44 30.00 130.00 80.75 0.04 0.00 s ff P13 J10 .112 71.98 8.00 130.00 - 32.70 - 0.21 0.00 9 rP141 J112 J10 7.23 8.00 130.00 32.70 0.21 0.00 10rP143 J112 J114 29.48 2.00 130.00 32.70 3.34 35.45 11 rP147 .J100 J46 223.91 8.00 130.00 71.05 T 0.45 - 0.03 12 P149 J98 J118 46.89 8.00 130.00 80.75 1 0.52 13 F" P15 14 rP151 15 F' P153 J12 J14 6.04 8.00 130.00 32.70 0.21 t0.02 J118 J26 139.38 8.00 130.00 80.75 0.52 - RES9010 J48 73.19 8.00 130.00 98.10 0.63 0.02 16 F" P19 17 F' P21 J16 J18 1 4.58 8.00 130,00 -25.30 0.16 0.00 J18 J20 1 142.74 8.00 130.00 -25.30 0.16 0.00 18 rP33 J26 J30 187.26 8.00 130.00 30.15 0.19 0.01 - 19 P35 J30 [ .J32 1 525 8.00 - 130.00 4.85 0.03 0.00 20 r P37 J32 J34 J 92.99 8.00 130.00 4.85 0.03 0.00 21 r P39 J34 J36 57.02 8.00 130.00 4,85 1 0.03 0.00 22 P41 23 r P43 24 r P45 25 r P47 J36 J38 J38 J40 5.83 73.48 8.00 8.00 130.00 130.00 -20.45 -20.45 1 0.13 0.13 - 0.00 0.00 J40 J42 5.81 8.00 130.00 -20.45 0.13 0.00 .142 J J44 94.20 8.00 180.00 -45.75 0.29 0.01 26 F" P49 J44 .146 5.52 -8.00 130.00 -45.75 - 0.29 - 0.00 27 r P53 28r '55 .148 J50 5.48 8.00 130.00 65.40 0.42 0.00 J50 J112 144.77 8.00 130.00 65.40 0.42 0.02 29F' 57 .110 .152 11.72 6.00 130.00 0.00 0.00 0.00 30 r P61 .124 - .158 9.93 } 6.00 130.00 On 0.00 0.00 31 r PBS J34 J62 10.93 6.00 130.00 0.00 0.00 0.00 32 r P67 J46 .164 16.86 2.00 130.00 25.30 2.58 1 114.30 F" P69 34T P71 .144 J66 17.34 4.00 130.00 0.00 - 0.00 0.00 J42 J68 15.28 2.00 130.00 25.30 2.58 171.28 r P73 I J40 .170 16.54 4.00 130.00 0.00 0.00 - 0.00 36 r L.. . J72 - 18.15 4.00 130.00 0.00 0.00 0.00 r .136 .174 20.06 2.00 130.00 25.30 2.58 119.54 38 rP79 J32 4.00 130.00 0.00 [ 0.00 0,00 39r. P81 40 r P87 41rP89 .130 .178 2.00 130.00 25.30 2.58 122.10 .118 .116 J76R 18.38 JB4 4.00 .186 2.00 130.00 130.00 0.00 25.30 0.00 2.58 0.00 112.25 42r P91 rP93 rP95 .114 .188 18.03 2.00 130.00 32.70 3.34 41.19 .112 .180 17.26 4.00 130,00 0.00 L 0.00 0.00 .150 .192 18.37 4.00 130.00 0.00 0.00 0,00 45 r P97 46 r P99 .148 .194 19.66 2.00 130.00 32.70 3.34 35.18 .120 J22 5.24 12.00 1 100.00 -25.30 0.07 0.00 KLAIJSBRUCKNER 41O5Sorrento Valley Blvd. AND ASSOCIATES San Diego, CA 92121 Tel: (858) 677-9878 Fax: (858) 677-9894 POINSETTIA PLACE RECOMMENDATION ON FIRE PROTECTION FOR THE NEW PROPOSED GARAGE UNITS CARLSBAD, CA PRESCRIPTIVE REQUIREMENTS, EXPOSURE ANALYSIS, AND HISTORICAL ANALYSIS REPORT Rev. 2.0 October 18, 2009 Rev 2.0 501) AOilAiF, Tee pn' have icrIi IC' eVCd lot iltpdiCiit cititiplittie 1111 thn Ciltittit pphcuIe nun I111 'I LatidURI lit hirci' iIi :tiiutCtiiitI The Ott flCt OF Ciltildituir Iici\ iItiI/i tt in n port iLni application tiC it hntllttt the espies' iiniieisiitilitt liii tltt lolok ii 0 d clot C the to net ir cittlitelor iF their teiitital eiittet iii ui_hued it sOle icspiutihutti Ito tilt ctutiliiite ttttli said coiles intl ttitidatdt. inu_Itilititi tie 11 It cite or lir anN renunusthullv titi tleticietictes.e otis. tuutitsiotis itt uueidineutce itt ultise plus, o tether iii Ilot titled In this levies' Date Res in REC( )NI NI EN) A PPR( IVA I. IJ REC()MMFNI)AI'PROVAI.AS W*** Additional Info: + Revision Comments Date By Rev. 1.0 Preliminary report submitted to owners for their review. October 9, 2009 EK Rev. 2.0 Revisions based on owner's comments & architectural revisions. October 18, 2009 EK :• DISCLAIMER This report is the property of Klausbruckner & Associates and was prepared exclusively for use by Sierra Linda Development LLC & Poinsettia Place for the high piled storage & occupancy conditions described in this report. The conditions and operations addressed herein are based on information provided by Sierra Linda Development LLC & Poinsettia Place. Discrepancies between the information presented herein and actual conditions and conditions presented on plans are the sole responsibility of Sierra Linda Development LLC & Poinsettia Place Verification of compliance with the Code requirements and provisions addressed herein is outside the scope of this report. Copies of this report retained by Sierra Linda Development LLC & Poinsettia Place shall be utilized only by Sierra Linda Development LLC & Poinsettia Place for the high piled storage and occupancy conditions and the 2001 California Codes conditions and requirements addressed in this report. This report shall not be used for the purpose of construction for this project or any other project or for any other purpose. Rev 2.0 ... ASOClA1t Page ii AND Table of Contents EXECUTIVE .......... .. ....... ............. ................. .. .... . .......... .. .............. .. .............. I PROJECT DESCRIPTION............. ........ ...11 PRESCRIPTIVE CODE REQUIREMENTS ..................................... . ..................................... Ill 3.1 ALLOWABLE AREA CALCULATIONS .................................................................................................... III 3.2 URBAN WJLDLAND INTERFACE ........................................................................................................... m POTENTIAL HEAT RELEASE RATES 4.1 HEAT RELEASE RATES OF VEHICLES..................................................................................................IV 4.2 HEAT RELEASE RATES OF HOUSEHOLD GOODS...................................................................................V 4.3 HAND CALCULATIONS FOR PREDICTING FLASHOVER CONDITIONS .................................................... vi 4.4 ADDITIONAL RECOMMENDATIONS TO REDUCE PROBABILITY AND SEVERITY OF A FIRE ................... vii 4.5 CONCLUSIONS AND RECOMMENDATIONS FOR PARKING GARAGE UNITS ........................................... VII 4.6 EXPoSURE PROTECTION FROM FIRES ON THE SOUTH SIDE OF THE PROPERTY TO THE GAGE UNITS VIII CONCLUSIONS AND PROTECTION RECOMMENDATIONS......------ IX 5.1 REDUCING THE RISK OF FIRE SPREAD FROM THE GARAGE UNITS ......................................................IX 5.2 REDUCING THE RISK OF FIRE SPREAD FROM THE OPEN SPACE............................................................X ATTACHMENTS ..................... ...... ...... .. ................... ..... ... .. .......... ...... ........... ......... .......................... XI Rev 2.0 Page ni ) A4UA5OCIATL 1. Executive Summary This report is a summary of the prescriptive codes, as well as engineering analysis, in determining fire hazards associated with the proposed new 8 units of parking structure. This report is limited to and specific to parking garage exposure protection only. The definitions in the 2006 Edition of the Urban Wildiand Interface has been used in addition to an analysis of the potential fuel loads within the garages to determine the potential fire risk hazards associated with storage of automobiles and other ordinary combustibles within the parking garages. Fire department's concerns on storage have been also further mitigated by proposing recommendations to lease agreements. Additional recommendations to reduce the risk and severity of any fire exposures from the undeveloped land [i.e. hill south of the garages] to the garages have been provided. Rev 2.0 ¼ AND ASSCIA ES 2, Project Description The analysis of this project, including this report, is based on the following assumptions: Parking structure [8 units] as shown in Attachment #1. The parking structure will be used for storage of automobiles and household goods. The parking garage will not be used for storage of RV, as originally assumed by the Carlsbad Fire Department. Urban Wildland Interface definitions were used. Hazardous materials will not be stored in the parking garages. The owners agree to include language in the tenants' lease agreements prohibiting the storage or use of hazardous materials. The only hazardous materials in the parking garage that has been included as part of the analysis is the gasoline in the cars as part of the fire load analysis. Analysis and recommendations are limited to the 8 unit parking garages as shown in Appendix A. Analysis has not been done for any other structure on site. Parking structure layout is shown in Attachment #1. Rev 2.0 Page NO ASOC,AlES 3. Prescriptive Code Requirements 3.1 Allowable Area Calculations The allowable area calculations will be provided by the architect of record. However it must be noted that in determining frontage/sideyards for the allowable area calculations in CBC Section 506, the parking garage must be considered as a structure. Frontage/Sideyards cannot include the area covered by this parking structure since it is not considered open space (Attachment #2). 3.2 Urban Wildiand Interface Wildland-urban Interface Area Designation is described in the Wildiand Urban Interface Code Section 302.1 as follows (Attachment #3): The legislative body shall declare the wildiand-urban interface areas within the jurisdiction. The wildiand-urban interface areas shall be based on the findings offact (see Appendix E). The wildiand-urban interface area boundary shall correspond to natural or man-made features and include a minimum of 640 acres unless a smaller area is approved by the legislative body through an assessment offuel types and physical characteristics affecting wildlandfire behavior. It is unsure whether the legislative body has declared the area directly south of the parking structure as Wildland Urban Interface Area since the acreage of open space appears to be less than 20 acres. However a UWIC Inspection waiver has been proposed by the Carlsbad Fire if the risk related to some of the exposures associated with the parking structure is reduced based on their recommendations. Rev 2.0 ¼. Page 3 )KLAUL,C<P AND A A1E 4. Potential Heat Release Rates Fire modeling using programs and modeling packages such as FDS [Fire Dynamic Simulator] developed and readily available by NIST can be used to analyze fire scenarios within the parking garages. However these fire modeling simulations can take months to program, which can expensive. Therefore fire modeling is outside the scope of this report. However heat release rate data from free burns [i.e. calorimeters where plenty of Oxygen is available to burn the fuel] can provide insight into the risks of flashover within the garages. 4.1 Heat Release Rates of Vehicles NFPA 502 [2008 Edition], Table A10.5.1 provides peak fire heat release rates for typical passenger cars: Table £10.5.! Fee Data for Typical Vehicles Peak Fin Heat-Release Rates Vehicles (MW) Passenger car 5-10 Multiple passenger cars 10-20 (2-4 vehicles) Bus 20-SO Heavy goods truck 70-200 Tankcr* 200-300 Notes: (I) The designer should consider the rate of fire development (peak heat release rates may be reached within 10 minutes). the number of vehicles that could be invoked in the fire, and the potential for the fire to spread from one vehicle to another. Temperatures dirt cily above the fire can be expected to be as high as 1000°C to 1400°C (1832°F to 25527). The hem release rate may be greater than in the table if more than one vehicle is involved. °ln the case of a flammable and combustible liquids spill from a tanker fire, the design should include adequate drainage to limit the area of the pool lire and its duration. Please note that this is an increase from the 2004 Edition of NFPA 502, which estimated peak heat release rates of 5 MW to the 2008 Edition of 5-10 MW. This may be due to an increase in the amount of carpeting, plastic, etc. within cars [Attachment #4]. Similar data to NFPA 502 can be found in the Society of Fire Protection Engineering Handbook [Third Edition] where heat release rate curves for 5 vehicles have been published ranging from 1970's models to the mid-1980s [Attachment #4]. There is a vast range of peak heat release rates ranging from 1.5-2 MW for the 1970s models to 4.5-8.5 MW for the 1980s model cars: Rev 2.0 44 Page st) 'I) N) A$0CA1E 90C 80C 70C 600 poc 400 300 200 100 I--- CftroOnBX ---- Austin Maestro I —a--Ford Taunus Dalsun 160 * Dalsun180 Is 0 0 0 0 - I - a o 1 _•W•_$•4I_i( -_____ I I 0 bw 1UUIJ 15UU ZIAAI 2500 3000 Time (s) Figure 3-1.46. Passenger cars. As a conservative peak heat release estimate of 10 MW in less than 20 minutes for each passenger car fires is used. Please note that each garage unit has the capacity/space for two passenger cars. 4.2 Heat Release Rates of Household Goods Data can be found in the Society of Fire Protection Engineering Handbook [Third Edition] where heat release rate curves for a range of household goods such as upholstered furniture [e.g. sofas, etc.]: FM 1500 - 1000 - 0 000 400 000 aco 1000 1200 Th Figure 3.1.52. Several uphoiat.r.d IwnUw. Items tutadbyMSt Rev 2.0 'IL Page KLU :,NEr AND ASSOC IAIf" The peak heat releases rate for a sofa is approximately 3 MW [Attachment #5]. The peak heat release rate will be reached in approximately 5 minutes. 4.3 Hand Calculations for Predicting Flashover Conditions Flashover condition in a compartment is described as the transition from a growing fire to a fully developed fire in which all combustible items in the compartment are involved in the fire. In calculating for flashover conditions most equations and formulas typically equate the time to flashover with the time at which hot gas temperatures reach 873 K [273 C] [Attachment #61. SFPE Handbook of Fire Protection Engineering [Third Edition, Section 3, Chapter 6] provides calculation methods of predicting heat release rates necessary for flashover: Q=61 0(hk ATAO'1HO) 2 hk = 0.03 kW/mK for gypsum plaster A1= Awais + Afloor + Aceiing - A, = [25 x 8 x 4] + [25 x 25] + [25 x 25] - [17 x 7] = 800+625+625-119=1931 sqft=179.5sqm A0 [17x7]=11sqm /H0=I2.l3 = 1.46 Q = 610(0.03 x 179.5 x 11.1 x 1.46) = 610(87.27) = 610*9.34 = 5697 kW = 5.7 MW Note: Each garage unit is assumed to be 25' x 25' with ceiling heights of 8'. Garage door is assumed to be 17' wide and 7' high. Based on the above calculations, the heat release rate needed to cause flashover conditions in the one of the garage units is 5.7 MW. Based on the heat release rate curves in Section 4.1 and 4.2 of these reports, flashover will occur within the first 15 minutes of an established fire if sprinkler systems are not installed. Please note that these predictions are somewhat conservative for the following reasons: Established fire is assumed at time = Os. Since smoldering may occur and varies from material to material, geometry and location, time for a smoldering which increases the time to flashover has not been predicted. Heat release rates are based on "free burn' scenarios. Free burn fire curves are based on free flow of oxygen to the fire. Fires in compartments are more limited in many cases due to lack of oxygen as the fire grows. Rev 2.0 Page )S) AND A.SOCIATES - 5. Conclusions Recommendations and Protection In meeting with the fire department concerns of an increase in fire risk has been posed. A risk analysis has been performed and recommendations are provided to minimize the risk of exposures. The risk to exposures is in two-folds: Risk of exposure from a fire within the garage to the open space directly south of the garage units. Risk of exposure from a fire in the open space [hillside] to the garage units. The following recommendations are proposed to reduce the exposure risks: 5.1 Reducing the Risk of Fire Spread from the Garage Units Fire risk analysis has been performed based on the potential fuel loads within the garages and flashover predictions are used as potential severity model. Based on hand calculations performed, time to flashover from the time of established fire is most likely less than 15 minutes if sprinklers are not installed. The following additional protections are recommended to reduce the severity of a potential fire: Two-hour fire walls separating the individual units are proposed. Garage unit walls along the length of the units on the south side shall be a two- hour rated fire wall with no openings to reduce the radiative heat exposure to the open space. Provide fire sprinkler system in the garage units with a minimum density of 0. rs gpm per sq ft over the hydraulically most remote 1500 or IQ2M area depending on the design calculation chosen by the fire sprinkler contractor. Thrsame design is required for parking garages in NFPA 13. The owners agree to include, as part of the lease agreements for the garage units, language which prohibits storage of hazardous materials other than the fuel in the automobiles and similar vehicles [scooter, etc.]. Rev 2.0 Page KLUREJ S")_ AND AoCA1S The owners agree to include, as part of the lease agreements for the garage units, language which prohibits storage of hazardous materials other than the fuel in the automobiles and similar vehicles [scooter, etc.]. 4.6 Exposure Protection from Fires on the South Side of the Property to the Garage Units Based on meetings with Carlsbad Fire Department, there mweeming atTflJ Já.to fires frorntbebillside on the south side of the property exposingthe.parking garage UnitS;' Carlsbad Fire Departments has required an additional free standing wall between the garage units and the undeveloped area. They have agreed to an Urban Wildiand Interface inspection waiver if this wall is designed and built as an additional measure of reducing risk from radiative heat exposures to the garage units. Carlsbad Planning Department has given the architect of record their local ordinance limiting such walls to six (6) feet. Therefore on behalf the owners, we are proposing the following protection to satisfy both planning and fire: 6' wall made of 2 hour construction along the length of garage and along the south and east of the garages. Please note that there is a 1-2' height elevation difference between the proposed wall base and the pad elevation of the parking garages, with pad elevation being lower [Attachment #8]. Exterior Fire Sprinkler protection as a means for additional exposure protection 014 i#ystandpipetobeinstalled.on each, side of.theproposed6?walL[4ttachment #8]. The proposed requirements are pending fire department approval of the plans. Rev 2.0 Page AIb ASOC.tA 4.4 Additional Recommendations to Reduce Probability and Severity of a Fire The heat release rate for ordinary household goods such as sofas is approximately 1/3 of that of a one passenger car. However, the time to peak heat release rate is much faster for household goods such as sofas than one passenger car. The probability and severity associated with a fire involving hazardous materials has not been addressed by this report. A variety of incompatible materials/chemicals could increase the probability of reaction that could result in ignition/fire. Additionally, the severity of a fire involving chemicals such as Oxidizers [found in many pool chemicals, etc.] and propane used in barbecue grills can increase due to an increase in fuel load and/or heat release from a fire. Controlling by educating residents in risky behavior has proven difficult. However, the owners agree to include, as part of the lease agreements for the garage units, language which prohibits storage of hazardous materials other than the fuel in the automobiles and similar vehicles [scooter, etc.]. Additionally the proposed units are 8' tall and do not allow for the use of motor homes storage as originally discussed by Carlsbad Fire Department. 4.5 Conclusions and Recommendations for Parking Garage Units The heat release rate for ordinary household goods such as sofas is approximately 1/3 of that of a one passenger car. However, the heat release rate for a sofa peaks at approximately 5 minutes versus 20 minutes with a passenger car. Based on quick, but conservative, calculations a garage unit with one car or several upholstered furniture and/or mattresses will flashover in less than 15 minutes if sprinklers are not installed. Therefore the following are recommendations to reduce the risk of fire spread from a fire within a garage to adjacent parking units and/or to the outside space: Two-hour fire walls separating the individual units are proposed [Attachment #7]. Garage unit walls along the length of the units on the south side shall be a two- hour rated fire wall with no openings to reduce the radiative heat exposure to the open space [Attachment #7]. Provide fire sprinkler system in the garage units with a minimum density of ordinary hazard group 1, 0.15 gpm per sq ft over the hydraulically most remote 1500 or room area plus 250 gpm hose demand. Design area may be reduced in accordance with NFPA 13, depending on the design calculation chosen by the fire sprinkler contractor. The same design density is required for parking garages in NFPA 13 [Attachment #7]. Rev 2.0 Page )KLAUS8k,NP AND ASSOCIATES 6. Attachments Rev 20 Page 11 AND A.SOIAE 5,2 Reducing the Risk of Fire Spread from the Open Space To reduce the risk of fire spread from the open space to the garages, Carlsbad Fire Department had required additional wall. Due to the height limitation of 6' set by Carlsbad Planning Department, the owners are proposing the following protection to satisfy both planning and fire: 6' wall made of 2 hour construction along the length of garage and along the south and east of the garages. Exterior Fire Sprinkler protection as a means for additional exposure protection OR dry standpipe to be installed on each side of the proposed 6' wall. In conclusion, based on the above recommendations we believe the risk of fire spread is substantially reduced between the two exposures [garages & open space on the south side of the property]. 2.0 Page 10 I Rev I ANO A5~0C'.1ATE5I Voscana - Townhomes Pointsettia Lane & Cassia Road Carlsbad, California Automatic Fire Sprinkler System Material Data Sheets These plaits have oven reviewed br apparent cottipliance 0 tilt h current applicable codes and standards in hitce In h iits&lictioii. The owner or coiiirictor may uiili,e tins res co iii support of an application Or a building, permit ss oh file express tittderstaitditte 111M jllls revieo in no VIV relieves the owner or coitractor or their pitessioiial engineer or architect loj sole responsibility or lull coitipliattee with said codes and stattdar(s, mel ndttt lie building code or for any respotmihilty Or delicteitcies. errors. t>ttiusstons or tteglieclice ill these plaits whether or not noted ill this review. Date: Reviewer: RECOMMENI) APPROVAl. RECOMMENI) APPROVAl.. AS NOTED Southland Fire Protection, Inc 4733 Point Loma Avenue San Diego, CA 92107 Phone: 619-523-1400 Fax: 619-523-1402 California License C-16 611956 Bulletin 006 Rev. F Model RFC30 (SIN RA061 1) ® Model RFC43 (SIN RA0612) Reli a ble Model RFC49 (SIN RA061 6) Residential Flat Concealed Sprinklers CD CD 0 0 0) I CD < T1 A Residential Flat Concealed Sprinkler engineered fora minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing - .- the most dependable fire protection available, an automat- ic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residential Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC30, RFC43 and RFC49, for residential installa- tions, use a 165°F (74°C) fusible solder link in a tuning fork style sprinkler frame with a drop-down deflector. This as- sembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 ceiling temperature. The subsequent operation of the sol- der link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distri- bution pattern contains a finer droplet size than a standard sprinkler,, and the pattern produces significantly higher wall wetting. After a 25/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Note: A leak tight ½" NPT (191/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-oft option, the cover assembly is pushed onto the cup and final adjust- ment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressur- ization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Temperature Rating Sprinkler Cover Plate Max. Ambient Temp. 165°F/74°c 135°F157°C 100°F/38°c Installation Data: RFC30 (SIN RA0611) Thread Sprinkler Maximum Minimum Minimum Required Size K Factor Spacing Distance to Distance between Sprinkler Discharge Flow I Press. inch (mm) ft. (m) Wall sprinklers ft. (m) ft. (m) gpm (Lpm) psi (bar) ½" (15mm) 3.0 12x 12(3.6x3.6) 6(1.83) 8(2.43) 9(34.1) 9.0 (0.62) 1/2"(15mm) 3.0 14x 14(4.3x4.3) 7(2,13) 8(2.43) 10(37.8) 11(0.76) Note: 1 bar = 100 Kpa Installation Data: RFC43 (SIN RA0612) Thread Size inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall Minimum Distance between sprinklers Minimum Required Sprinkler Discharge Flow Press. ft. (m) ft. (m) gpm (Lpm) psi (bar) 1/2" (15mm) 4.3 12x 12(3.6x3.6) 6(1.83) 8(2.43) 12(45) 7.8 (0.54) ½" (15mm) 4.3 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 9.1 (0.63) 1/2" (15mm) 4.3 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13(49) 9.1 (0.63) 1/2" (15mm) 4.3 18x 18(5.5x5.5) 9(2.74) 8(2.43) 18(68) 17.5(l.21) 1/2" (15mm) 4,3 20x20(6.0x6.0) 10(3.05) 8(2.43) 21(79) 23.8(1.64) Note: 1 bar = 100 Kpa Installation Data: RFC49 (RA061 6) Thread Size inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall Minimum Distance between sprinklers Minimum Required Sprinkler Discharge Flow Press. ft. (m) ft. (m) gpm (Lpm) psi (bar) ½" (15mm) 4.9 12 x 12 (3.6x3.6) 6(1.83) 8(2.43) 13(49) 7.0 (0.48) ½" (15mm) 4.9 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13 (49) 7.0 (0.48) ½" (15mm) 4.9 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13 (49) 7.0(0.48) ½" (15mm) 4,9 18 x 18 (5.5x5.5) 9(2.74) 8(2.43) 17 (64.3) 12.0 (0.83) 1/2" (15mm) 4.9 20x20(6.0x6.0) 10 (3.05) 8(2.43) 20 (75.7) 16.7(l.14) Note: 1 bar = 100 Kpa FOR SLOPED CEILING APPLICATIONS SEE RASCO BULLETIN 035. 2. Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle vacuuming. Remove any sprinkler cover plate assem- bly 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 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. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 3.0 (44), 4.3 (62.4), and 4.91 (70) having a 5A6" /" and 7A6" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (57C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). Ordering Information Cover Plate Finishes (1) Specify: Standard Finishes Sprinkler Model Cover Plate Finish chrome White Thread-On or Finishes Bright Brass Black Plating Black Paint Off White Satin chrome (1) Other colors and finishes avail- able. consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warran- ties. Special Application Push-On Feature 1" x 1/2' REDUCING TEE OR ELBOW - - - - - - [66.55mm] '" [58.42mm] 0/A I HOLE IN CEILING CUP - - 2 [50.8mm] MAX. FACE OF FITTING l\\\\\\\ TO FACE OF CEILING DIMENSION CEILINGJ [12.70mm] MAX.] COVER ADJUSTMENT LATE 42j] " [4.96mm] CCP COVER P ASSEMBLY SPRINKLER 006F60?A COVER PLATE: 1/2" [12.7mm] ADJUSTMENT LLTIJ 3d 1BOOV'j 3. Reliable...For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gaugesidentification signs Fire department connection 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. Prod uctsmanufactured 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 The Reliable Automatic Sprinkler Co., Inc. Recycled - (800) 431-1588 Sales Offices Paper Reliabilm (800) 848-6051 Sales Fax Revision lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A 02/11 PIN 9999970261 tqco Fire Suppression & Building Products Technical Services 800-381-9312 I +1-401-781-8220 www.tyco-fire.com Series TY-FRB — 28,42,56, and 80 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY-FRB, 2.8, 4.2, 5.6, and 8.0 K-factor, Upright and Pendent Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb-type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following, A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. IMPORTANT Always refer to Technical Data Sheet TFP 700 for the "INSTALLER WARNING" that provides cautions with respect to handling and installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fall to operate in a fire situation or cause it to operate prematurely. Corrosion-resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- spheres. Although corrosion-resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY- FRB Pendent Sprinklers is detailed in Technical Data Sheet 1FP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. IRM The Series TY-FRB Concealed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. Owners are responsible for maintaining their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manu- facturer should be contacted with any questions. / Model/Sprinkler Identification Number (SIN) TY1131: Upright 2.8K, 1/2" NPT TY1231: Pendent 2.8K, 1/2"NPT TY2131: Upright 4.2K, 1/2" NPT TY2231: Pendent 4.2K, 1/2" NPT TY3131: Upright 5.6K, 1/2" NPT 1Y3231: Pendent 5.6K, 1/2" NPT TY4131: Upright 8.0K, 3/4" NPT TY4231: Pendent 8.0K, 3/4" NPT TY4831: Upright* 8.0K, 1/2" NPT TY4931: Pendent* 8.0K, 1/2" NPT *Eastern Hemisphere Sales Only Page 1 of 10 JULY 2010 TFPI7I 7/16 (11,1 mm) ESCUTCHEON PLATE SEATING SURFACE 1/2" NPT 2-1/4' (57,2 mm) SSP DEFLECTOR * STYLE 100r20 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. SSU * NOMINAL DEFLECTOR MAKE-IN I 6 11 NOMINAL 21 MAKE-IN (55,6 mm) WRENCH 1 FLATS 1/2 NPT TFPI7I Page 2 of 10 CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector * Temperature rating is indicated on deflector or adjacent to 2 - Button Assembly 5 - Compression orifice seat on frame. Screw 7 - Bushing FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K-FACTOR, 1/2 INCH NPT 7/16" (11,1 mm) ESCUTCHEON STYLE 10 or 20 ssu * NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON _______ 6* 7/16" (11,1 mm) 2-3/16' NOMINAL (55mm) 5 T(55,6mm) MAKE-IN 2 - 3/16' 1/2" __ WRENCH FLATS"" (38:1 mm) ______ _____ - 1/2" NPT SSP DEFLECTOR* 2-7/8(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6- Deflector Assembly Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT TFPI7I Page 3 of 10 7/16 (11,1 mm) ESCUTCHEON SSU* NOMINAL 1/2 PLATE SEATING SURFACE MAKE-IN DEFLECTOR NPT 6* 1 5 7/16 :2_ _ NOMINAL (55,6 mm) I (11,1 mm) 23!116 1-1/2" 3/16" MAKE-IN FLATS (55,6 mm) _______ ______ WRENCH (38,1 mm) 1/2" NPT SSP DEFLECTOR* STYLE 10or20 RECESSED ESCUTCHEON 2-7/8" (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly * Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K-FACTOR, 1/2 INCH NPT 1/2" (12,7 mm) ESCUTCHEON STYLE 30 or 40 SSU * NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE- IN NPT SURFACE ESCUTCHEON 6* _______ - __ 1/2" (12,7 mm) 2-516" 4 NOMINAL (58,7 mm) 2-1/ J 4" MAKE-IN -9/16 --- V 57,2 mm) - (39,7 mm) 3/4" NPT SSP DEFLECTOR * 2-7/8" (730 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1 - Frame 3 - Sealing 4 - Bulb 6 - Deflector Assembly "Temperature rating is indicated on deflector or adjacent to 2 - Bufton 5 - Compression orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT 'TY4 131) AND PENDENT (TY4231) SPRINKLERS 8.0 K-FACTOR, 314 INCH NPT ssu* DEFLECTOR 7/16' (11,1 mm) NOMINAL MAKE-IN 2-3/16 I (55,6 mm) CROSS 1/2 NPT SECTION UPRIGHT I'I TFPI7I Page 4 of 10 7/16" (11,1 mm) NOMINAL 1/2 MAKE-IN NPT 2-1/4" __________ _________ (57,2 mm) 1-9/16' WRENCH (39,7 mm) FLATS SSP*2, DEFLECTOR PENDENT 1 - Frame 3 - Sealing 4- Bulb 6 - Deflector * Assembly Temperature rating is indicated on deflector or adjacent to 2 - Button 5 - Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K-FACTOR, 1/2 INCH NPT Technical Data Approvals UL and C-UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion-resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 G PM/psil/2 (40,3 LPM/barl/2) K=4.2 GPM/ps1112 (60,5 LPM/barl/2) K=5.6 GPM/p5i112 (80,6 LPM/bar1/2) K=8.0 GPM/psi1/2 (115,2 LPM/barl/2) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table A and B. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ...................Bronze Button..............Brass/Copper Sealing Assembly.........Beryllium Nickel w/Teflont Bulb ......................Glass Compression Screw........Bronze Deflector...........Copper/Bronze Bushing (K=2.8) ...........Bronze t Registered Trademark of Dupont ,t;17 The glass Bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass Bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY-FRB Pendent and Upright Sprinklers are intended for fire protection systems designed in accordance with the standard installa- tion rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Preven- tion Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applicable, is to be used for recessed pendent installations. Installation The TYCO Series TY-FRB Sprinklers must be installed in accordance with the following instructions. NOTICE Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 1350F/570C and 3/32 inch (2,4 mm) for the 2860F/1410C temperature ratings. Obtain a leak-tight 1/2 inch NPT sprin- kler joint by applying a minimum to maximum torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with con- sequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over-tightening the sprinkler. Re-adjust the position of the sprinkler fitting to suit. The Series TY-FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Install Pendent sprinklers in the pendent position. Install upright sprinklers in the upright position. With pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Tighten the sprinkler into the sprin- kler fitting using only the W-Type 6 Sprinkler Wrench (Figure 14). With reference to Figures 1 through 5, apply the W-Type 6 Sprinkler Wrench to the sprinkler wrench flats. TFPI7I Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED I WHITE*** f POLYESTER 2.8 1/2" NPT PENDENT (TY1231) and UPRIGHT (TY1131) 135°F/57°C Orange 1, 2,3, 4 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TY1231)* Figure 6 135°F/57°C Orange 1,2,4 155°F/68°C Red 175°F/79°C Yellow 200F/93°C Green RECESSED PENDENT (TY1231)** Figure 7 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 4.2 1/2" NPT PENDENT (TY2231) and UPRIGHT (TY2131) 135°F/57°C Orange 1,2 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TY2231)* Figure 8 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green RECESSED PENDENT (TY2231)** Figure 9 135°F/57°C Orange 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the City of New York under MEA 354-01-E. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. * Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS TFPI7I Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS I CHROME PLATED I WHITE*** POLYESTER LEAD COATED 5.6 1/2" NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135°17/571C Orange 1, 2, 3, 4, 5, 6, 7 Blue 1, 2, 3, 5 155°F/68°C Red 175°F/79°C Yellow 200°F193°C Green 286°17/1411C RECESSED PENDENT (TY3231)* Figure 10 135°F/57°C Orange 1,2,4, 5 Blue N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C RECESSED PENDENT (1Y3231)** Figure 11 135°F/57°C Orange 1, 2, 3, 4, 5 Blue N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (1Y4131) 135°F/57°C Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue RECESSED PENDENT (TY4231)* Figure 12 135°F/57°C Orange 1, 2, 5 Blue N/A 155°F/68°C Red 175°F/791C Yellow 200°F/93°C Green 286°F/141°C RECESSED PENDENT (TY4231)** Figure 13 135°F/57°C Orange 1,2, 3, 5 N/A 155°F/68°C Red 175°F/79°C Yellow 200°F/93°C Green 286°F/141°C Blue 8.0 1/2" NPT PEN DENT (TY4931) and UPRIGHT (TY4831) 135°F/57°C Orange 1,2, 4, 5, 6 1, 2, 5 155°F/68°C Red 175°F/79°C Yellow ______________ 200F/93°C ____________ Green 286°F/141°C Blue NOTES: Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. Listed by Underwriters Laboratories, Inc., for use in Canada (C-UL) as Quick Response Sprinklers. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. Approved by the City of New York under MEA 354-01-E. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed, the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. Where Lead-Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. ** Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFPI7I Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL I CHROME i WHITE LEAD FACTOR BRASS PLATED POLYESTER COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231) 175 PSI 5.6 and UPRIGHT (TY3131) 250 PSI (17,2 BAR) (12,1 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) PENDENT (TY3231) N/A PENDENT (TY4231) 175 PSI 8.0 and UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 8.0 PENDENT (TY4931) 175 PSI 1/2" NPT and 175 PSI (12,1 BAR) (12,1 BAR) UPRIGHT (TY4831) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C-UL); and, the Approval by the City of New York. The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe-thread sealant applied to the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. Tighten the sprinkler into the sprin- kler fitting using only the W-Type 7 Recessed Sprinkler Wrench (Fig- ure 15). With reference to Figures 1 to 4, apply the W-Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. After ceiling installation and finish- ing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY-FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TABLE C MAXIMUM WORKING PRESSURE Care and Maintenance The TYCO Series TY-FRB must be maintained and serviced in accordance with the following instructions. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Exercise care to avoid damage to sprinklers before, during, and after installation. Never paint, plate, coat, or otherwise alter automatic sprinklers after they leave the factory. Replace sprinklers that: were modified or over-heated. were damaged by dropping, striking, wrench twisting, wrench slippage, or the like. are leaking or exhibiting visible signs of corrosion. were exposed to corrosive products of combustion but have not oper- ated, if you cannot easily remove combustion by-products with a cloth. have a cracked bulb or have lost liq- uid from the bulb. Refer to the Instal- lation section in this data sheet. TFPI7I Page 8 of 10 2-7/8" DIA. - (73,0 mm) 3/4" (19,1 mm) 2-1/4" DIA. 1/4 (6,4 mm) (57,2 mm) /01 MOUNTING Arr_ 2-7/8" DIA. (73,0 mm) j 1/2" (12,7 mm) 2-1/4" DIA. 1/4" (6,4 mm) (57,2 mm) ;-1 MOUNTING i AT r r LJI L 1/8" (3,2 mm) 5/8±1/4 (15,9±6,4 mm) FACE OF SPRINKLER FITTING 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES TV-FRB 1-5/16" (33,3 mm) 13/16" (20,6 mm) t \ MOUNTING SURFACE CLOSURE SERIES TY-FRB 1-5/16" (33,3 mm) 1-1/16" (27,0 mm) FIGURE 6 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT FIGURE 7 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. (73,0 mm) 3/4" (19,1 mm) 2-1/4" DIA. 1/4 (6,4mm) (57,2 mm) MOUNTING fli AtC r Lr,I L 1/8" (3,2 mm) 1-1/4(31,8mm){ 3/4" (19,1 mm) 2-7/8" DIA. - (73,0 mm) 1/2" (12,7 mm) 2-1/4" DIA. (57,2 mm) 1/4 (6,4 mm) MOUNTING DI L 1/8" 1-1/4" (31,8 mm) 1" (25,4 mm) 5/8±1/4" (15,9±6,4 mm) FACE OF SPRINKLER FITTING 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES t \ MOUNTING SURFACE CLOSURE SERIES FIGURE 8 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT FIGURE 9 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 1/2 INCH NPT Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. Responsibility lies with the owner for the inspection, testing, and mainte- nance of their fire protection system and devices in compliance with this document, as well as with the appli- cable standards of the National Fire Protection Association (for example, NFPA 25), in addition to the standards of any other authorities having jurisdic- tion. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid 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. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion-resistant sprinklers to verify the integrity of the corrosion-resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. TFPI7I Page 9 of 10 2-7/8 DIA. (73,0 mm) 3/4' (19,1 mm) 2-1/4 DIA. 1/4 (6,4 mm) (57,2 mm) / MOUNTING -DI ATC 2-7/8" DIA. (73,0 mm) 1/2" (12,7 mm) 2-1/4' DIA. 1/4 (6,4 mm) (57,2 mm) TI MOUNTING fli AT 5/8±1/4' (15,9±6,4 mm) FACE OF SPRINKLER FITTING 1/2±1/8" (12,7±3,2 mm) FACE OF SPRINKLER FITTING MOUNTING SURFACE CLOSURE SERIES 1/8° (3,2 mm) 1-1/4° (31,8 mm) 3/4" (19,1 mm) f \ MOUNTING SURFACE CLOSURE SERIES m) 1-1/4" (31,8 mm) 1" (25,4 mm) FIGURE 10 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. (73,0 mm) 3/4(19,1 mm) 2-1/4" DIA. 1/4°(6,4 mm) (57,2 mm) OUNTING M 01 ATC: MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 13/16' (20,6 mm) FIGURE 12 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT FIGURE 11 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 1/2 INCH NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 FACE OF (57,2 mm) MOUNTING SPRINKLER PTE LA FITTING 1/8" rr m) MOUNTING SURFACE/ / CLOSURE SERIES 1-5/16" (33,3 mm) TY-FRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR, 3/4 INCH NPT 5/8±1/4' (15,9±6,4 mm) FACE OF SPRINKLER FITTING Inspections of corrosion-resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion-resistant material, which can be affected by the corrosive conditions present. WRENCH RECESS (END A' USED FOR 1/2' NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4' NPT MODELS) FIGURE 14 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W-TYPE 7 RECESSED SPRINKLER WRENCH TFPI7I Page 10 of 10 P/N 57- XXX- X- XXX MODEL/SR 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.0K UPRIGHT (3/4"NPT) TY4131 391 8.0K PENDENT (3/4"NPT) TY4231 360 8.OK UPRIGHT (1/2"NPT) TY4831* 361 8.0K PENDENT (1/2"NPT) TY4931° SPRINKLER TEMPERATURE L FINISH RATINGS 1 NATURAL BRASS 135 135-F (57-C) 4 I WHITE POLYESTER I I 155 1 155°F (68°C) 3 WHITE (RAL9010)° 175 175°F (79°C) 9 CHROME PLATED 200 200°F (93°C) 7 I LEAD COATED I I 286 1 286°F (141°C) * Eastern Hemisphere sales only. TABLED PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS Limited 1? 1di1ii4 Products manufactured by Tyco Fire Suppression & Building Products (TFSBP) are warranted solely to the original Buyer for ten (10) years against defects in material and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFSBP. No warranty is given for prod- ucts or components manufactured by companies not affiliated by ownership with TFSBP or for products and com- ponents which have been subject to misuse, improper installation, corro- sion, or which have not been installed, maintained, modified or repaired in accordance with applicable Standards of the National Fire Protection Associa- tion, and/or the standards of any other Authorities Having Jurisdiction. Mate- rials found by TFSBP to be defective shall be either repaired or replaced, at TFSBP's sole option. TFSBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of products. TFSBP shall not be responsible for sprinkler system design errors or inaccurate or incomplete infor- mation supplied by Buyer or Buyer's representatives. In no event shall TFSBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFSBP was informed about the possibility of such damages, and in no event shall TFSBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, express or implied, including warranties of mer- chantability and fitness for a particular purpose. This limited warranty sets forth the exclusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full extent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: (Specify Model/SIN), Quick Response, (specify K-factor), (specify temperature rating), Series TY- FRB (specify Pendent or Upright) Sprinkler with (specify type of finish or coating), P/N (specify from Table D). Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*). Sprinkler Wrench Specify: W-Type 6 Sprinkler Wrench, P/N 56-000-6-387. Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001. ° Refer to Technical Data Sheet TFP770. Copyright © 2007-2010 Tyco Fire Suppression & Building Products. All rights reserved. tqCU /Fire & Building I Products rapid response HOME FR[ SPRINKLER SYSTEM Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 BlazeMaster CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively for use in wet pipe automatic fire sprin- kler systems. The Tyco CPVC Pipe and Fittings are produced from Blaze- Master® CPVC compound that is a specially developed thermoplastic compound composed of post chlorin- ated polyvinyl chloride (CPVC) resin and state of the art additives. Tyco CPVC Pipe and Fittings are easier to install than traditional steel pipe sys- tems, and at the same time, provide superior heat resistance and strength as compared to traditional CPVC and PVC piping materials used in the plumbing trade. Various adapters are available to connect CPVC pipe to me- tallic piping. All female pipe thread adapters have brass inserts for dura- bility. Grooved adapters connect di- rectly to grooved end valves and me- tallic pipe, with flexible grooved end couplings. Tyco® CPVC Pipe and Fittings pro- duced with BlazeMaster® CPVC com- pound described herein must be in- stalled and maintained in compliance with this document and with the appli- cable standards of the National Fire Protection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may im- pair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Technical Data Sizes 3/4" to 3" Maximum Working Pressure 175 psi Approvals UL, FM, C-UL, NSF, LPCB, MEA, and the City of Los Angeles. (Refer to In- stallation Handbook lH-1900 dated June 2008 for exact listing/approval information.) Manufacture Source U.S.A. Material Pipe: ASTM F442, SDR 13.5 Fittings: ASTM F438 (Sch. 40) and ASTM F439 (Sch. 80), ASTM F1970 Color Orange BlazeMaster0 is a registered trademark of The Lubrizol Corporation Page 1 of 2 JUNE, 2008 TFPI9I5 Page 2 of 2 TFPI9I5 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book IH-1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness for a par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 MATERIALS Main valve body Access covers Fasteners Elastomers Polymers Springs Cast Bronze ASTM B 584 Cast Bronze ASTM B 584 Stainless Steel, 300 Series Silicone (FDA Approved) Buna Nitrile (FDA Approved) NorylTM, NSF Listed Stainless Steel, 300 series A G SrE2ncAT!o J ,yf/' 'T APPLICATION ' - - -- Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contami- nated water into the potable water supply. Assembly shall jS) provide protection where a potential health hazard exists. FEATURES Sizes: Li 3/4' U 1" Li I 1/4' Li 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 Li MS - with integral relief valve monitor switch U S - with bronze 'Y' type strainer U BMS - with battery operated monitor switch U FDC - with fire hydrant connection; 2' only U FT - with integral male 450 flare SAE test fitting U TCU - with test cocks up U V - with union swivel elbows (3/4' & 1") U SE - with street elbows (3/4" & 1') ACCESSORIES U Air gap (Model AG) U Repair kit (rubber only) U Thermal expansion tank (Model XI) U Soft seated check valve (Model 40XL) U Shock arrester (Model 1250) U QT-SET Quick Test Fitting Set U Ball valve handle locks Li Test Cock Lock (Model TCL24) Relief Valve discharge port: 3/4" - 1" - 0.63 sq. in. 11/4-2" - 1.l9 sq. in. DIMENSIONS & WEIGHTS (do not include pkg.) STANDARDS COMPLIANCE ASSE® Listed 1013 IAPMO® Listed UL® Classified (less shut-off valves or with OS&Y valves C-UL® Classified S CSA® Certified AWWA Compliant C511 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California NYC MEA425-89-M VOL 3 MODEL SIZE in. mm DIMENSIONS _(approximate) A in. mm B in. mm C in. I mm D in. I mm E in. I mm F in. mm G in. mm WITH BALL VALVES lbs. kg 3/4 20 12 305 73/4 197 21/8 54 3 76 31/2 89 5 127 161/8 410 1 12 5.5 1 25 13 330 73/4 197 21/8 54 3 76 31/2 89 5 127 173/8 441 14 6.4 11/4 32 17 432 1015/16 278 23/4 70 31/2 89 5 127 63/4 171 229/16 573 28 12.7 11/2 40 173/8 441 1015/161 278 23/4 70 31/2 89 5 127 63/4 171 241/16 611 28 12.7 2 50 181/2 470 1015/161 278 23/4 70 31/2 89 5 127 63/4 171 261/2 673 34 15.4 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 U) 0 15.8 (50mm) Ti 137 '- (n C/) 1V) 0 IU) J 35 FLOW CHARACTERISTICS MODEL 975XL 3/4", 1", 1 1/4', 1 1/2" & 2' (STANDARD & METRIC) FLOW RATES (Its) 2.52 3.8 5.0 3.2 6.3 9.5 12.6 tIE 0 20 40 60 80 uI 1/4"(32mm) 1.26 15 10 50 FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) 100 150 200 250 TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturers' instructions and the latest edition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec lOft/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 7 9 14 3/4" 8 12 17 25 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 48 63 95 52 78 105 167 CENTRAL STATION ALARM PANEL PROTECTIVE ENCLOSURE BATTERY MONITOR SWITCH* 12 MN. I 30 MAX. I ) OPTIONAL - I WATER METER AIR GAP 12 30 --1Z: .L.• AIRJ ; Li DRAINTh\ S I DIRECTION OF FLOW FLOOR—/ FLOOR DRAIN '—INLET SHUT-OFF DIRECTION OF FLOW INDOOR INSTALLATION OUTDOOR INSTALLATION (Shown w/optional EMS) SPECIFICATIONS The Reduced Pressure Principle Backflow Preventer shall be shall be ASSE® Listed 1013, rated to 180°F, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat ring and all internal polymers shall be NSF® Listed NoryITM and the seat disc elastomers shall be silicone. The first and second checks shall be accessible for maintenance without removing the relief valve or the entire device from the line. If installed indoors, the installation shall be supplied with an air gap adapter and integral monitor switch. The Reduced Pressure Principle Backflow Preventer shall be a WILKINS Model 975XL. 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 tqCD /Fire & Building I Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 Models BB, SD, HIP, and AP "Specific Application Sprinklers for Protecting Attics" P Emom/ K FO ATTIC PROTECTION SPRINKLER SYSTEM General Description The Tyco® Peak T11 Performance Mod- els BB TM (Back to Back), SD (Single Directional), HIPTM, and APTM (Attic Plus) "Specific Application Sprinklers for Protecting Attics" are fire sprinklers for combustible and non-combustible sloped attic spaces. The Model BB, SD, and HIP are Specific Application Attic Sprinklers, whereas the Model AP is a Specific Application Combusti- ble Concealed Space Sprinkler having specific application criteria for its use with the Model BB, SD, and HIP in attic spaces. Specific Application Attic Sprinklers provide superior fire protec- tion in attic spaces and, when com- pared to Standard Spray Sprinklers, cost savings are achieved by eliminat- ing branchline materials and the asso- ciated installation labor. "The Specific Application Sprinklers for Protecting Attics" have undergone the most ex- tensive 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 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 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. 13, Table 8.6.2.2.1(a) and Section 8.6.4.1.4. 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 fire tested, for use in wood truss construction. Listed for specific roof slopes (Refer to Table A). The Specific Application Attic Sprin- klers provide the best level of protec- tion and control cost by eliminating the need for additional sprinklers and branchline piping. In many cases, an attic can be entirely protected with just one line of piping located below the peak of the roof using Model BB (Back to Back) Sprinklers. If there is a need for Model SD (Single Directional) or Model HIP Sprinklers, one line of either of these sprinkler types is usu- ally 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 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 branchlines saves the cost of the pipe, fittings, 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 vol- ume. This volume reduction may result in reducing the size of a dry pipe valve (and air compressor) and possibly al- +0 V 'S Page 1 of 28 MAY, 2008 TFP6I0 FLOW THF RE I CROSS SECTION Page 2 of 28 Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector 2-1/4' (57.2 mm) -/8" 13/16' mm) (20,6 (20$mm FLOW ARMS 9 (54,0mm)LL 2 1/2 3/4 NPT (12,7 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE A MODEL BB I, BB2 & BB3 WITH 8.0 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFP6IO Components: - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing Lever 10 - Diffuser Assembly Deflector 11 - Link 4 - Saddle Frame Assembly . 1-9/16" j i 2-1/4" (39,7 mm) (57,2 mm) 10 11 9 1-1/8" 7 FLOW FLOW V3 FRAME (63,5 mm) ARMS NPT 2 1 7/16' (11,1 mm) WRENCH NOMINAL MAKE-IN HEX CROSS SIDE SECTION ELEVATION FIGURE B MODEL BB I, BB2 & BB3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS 1-5/8 (41,3 mm) Components: 1 - Frame 4 - Bulb 2 - Button 5 - Compression 3 - Sealing Screw Assembly 6 - Deflector F 2-1/4" (57.2 mm) (41,3 mm) FLOW FLOW ARMS THREAD (5401m 7/16" 1/2" NPT (11,1 mm) J NOMINAL WRENCH MAKE-IN FLATS CROSS FRONT SECTION ELEVATION FIGURE C MODEL BB I, BB2 & BB3 WITH 4.2 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Components: 1 - Body 5 - Compression 8 - Deflector 2 - Cap Screw 9 - Rivet 3 - Sealing 6- Lever 10 - Link Assembly 7 - Deflector Assembly 4 - Saddle Frame 2-1/8" (54,0 mm) 1-5/16" (33,4 mm) 3" FLOW (6,2 mm) - FRAME ARMS WRENCH HEX 7/16" f 1/2" NPT (11,1 NOMINAL SIDE MAKE-IN ELEVATION FIGURE D MODEL SDI, SD2 & SD3 WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS TFPGIO I Components: I Il - Frame 4-Bulb 2 - Button 5 - Compression I 3 - Sealing Screw I Assembly 6 - Deflector 2" 2-1/8' mm) (50,8 mm) 1-1/16" 1-114 R '7 FLOW j(27.o mm) L? j (31,8 mm) FRAME ARMS 21/8 TH 3 RELIEF -1/8" 2 7/16" J 1/2" NPT (11,1 mm) NOMINAL WRENCH MAKE-IN FLATS CROSS SIDE SECTION ELEVATION FIGURE E MODEL HIP WITH 5.6 K-FACTOR SPECIFIC APPLICATION ATTIC SPRINKLERS Page 3 of 28 Components: 1 - Frame 5 - Compression I 2 - Sealing Screw I Assembly 6 - Deflector I 3 - Button 7 - Ejection I 4 - Bulb Spring 1-11/16" (42,9 mm) 6 FRAME ARMS 2-1/4" 5 SPRINKLER A _ ___________ (57,2 mm) WRENCH FLATS 112" NPT 7/16(11,1 mm) NOMINAL MAKE-IN CROSS FRONT SECTION ELEVATION FIGURE F MODEL AP WITH 4.2 or 5.6 K-FACTOR SPECIFIC APPLICATION COMBUSTIBLE CONCEALED SPACE SPRINKLERS low for quicker water delivery times, eliminating the need for an accelera- tor. The other cost reduction is the Listing of BlazeMaster* CPVC for use in attic spaces to supply the wet system "Spe- cific Application Sprinklers for Protect- ing Attics", as well as the wet system sprinklers below the ceiling. Tradition- ally BlazeMaster CPVC has been used on the lower floors in the joist space above a ceiling that does not require sprinklers. The savings of using 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 Protect- ingAttics" — BBTM (Back to Back Dual Directional), SD TM (Single Direc- tional), HIPTM, and APTM (Attic Plus). The BB and SD Sprinklers have three separate versions 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 Tyco® Model BB TM Specific Appli- cation Attic Sprinkler (Figure A, B & C) throws a narrow but long pattern. The narrow 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 (9,11 m) in each direction when measured horizontally. There are three different models (i.e., BB1, BB2 & 13133) that account for dif- ferent roof slopes, and each model is available in one of three different ori- fice sizes (K=4.2, 5.6, or 8.0). SD Sprinkler (Single Directional) The Tyco® Model SD T111 Specific Appli- cation Attic Sprinkler (Figure D), like the Model BB, throws a narrow but long pattern. However, unlike the Model BB the Model SD only dis- charges 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 would be used on one side of the slope, and AP Sprinklers or Standard Spray Sprinklers would be used to pro- tect the other side. The Model SD Sprinklers must be installed in a verti- cal upright orientation and not angled with the slope. (Achieving the vertical upright orientation may require the use of a swing joint if the SD Sprinklers are being supplied from a line running along and parallel to the roof hip.) Three different models (i.e., SDI, SD2 & SD3) are available for different roof slopes. HIP Sprinkler The Tyco® Model HIPTM Specific Ap- plication Attic Sprinkler (Figure E) cov- ers the area of the hip in the attic. This is a slightly different concept than the BB (Back to Back) or SD (Single Direc- tional). The HIP Sprinkler is located along the slope running down the hip, and throws a 900 pattern toward the outside eaves. This pattern allows the water to "corner" and control the fire. The HIP Sprinkler does not discharge much water directly up or down the hip, but rather it discharges most of the pattern out to each side (90°) down the slope of the roof. This sprinkler is typi- cally spaced 6 feet (1,8 m) to 3 feet (0,9 m) on center down the slope. To use the HIP Sprinkler, the framing must be perpendicular to the outside wall (Ref. Figure 12) and the maximum throw cannot exceed 28 feet (8,5 m) measured horizontally. The HIP, un- like the BB and SD, is installed with the deflector parallel with the slope. A sin- gle model is available with flow and *registered trademark of Lubrizol Advanced Materials, Inc. Page 4 of 28 TFPGIO pressure requirements for two differ- ent spacings. AP Sprinkler (Attic Plus) Installed in the upright orientation with their deflector parallel to the roof, the Tyco® Model AP T11 Sprinklers (Figure F) are intended to be used to provide protection of attic areas outside the scope of application for the BB, SD, or HIP Sprinklers. When used, the AP Sprinklers in most cases will provide a hydraulic advantage over Standard Spray Sprinklers for the protection of attic areas outside the scope of appli- cation for the BB, SD, or HIP Sprin- klers (Ref. Figures 21 and 22 for exam- ples). WARNING The "Specific Application Sprinklers for Protecting Attics" described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation, in addition to the standards of any other authorities having jurisdic- tion. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or manufac- turer should be contacted with any questions. Sprinkler Identification Number TY4180* - BBI, K=8.0 1Y4181* - 13132, K=8.0 TY4182* - 1131133, K=8.0 TY3180* - BBI, K=5.6 TY3181* - 13132, K=5.6 TY3182* - 13133, K=5.6 1Y2180 - BBI, K=4.2 1Y2181 - 13132, K=4.2 TY2182 - 13133, K=4.2 TY3183* - SDI, K=5.6 1Y3184* - SD2, K=5.6 1Y3185* - SD3, K=5.6 TY3187* - HIP, K=5.6 1Y3190 - AP, K=5.6 1Y2190 - AP, K=4.2 *The "TY" prefix is a redesignation of the previous "C" prefix (e.g., TY4180 is a redesignation for C4180). Technical Data Approvals UL & C-UL Listed. (The approvals only apply to the serv- ice conditions indicated in the Design Criteria section on Page 6 and the Design Guidelines section on Page 8.) Pipe Thread Connection 1/2 inch NPT for K=4.2 & 5.6 3/4 inch NPT for K8.0 Discharge Coefficient K = 4.2 GPM/psi1l2 (60,5 LPM/barll2) K = 5.6 GPM/psi112 (80,6 LPM/barl/2) K = 8.0 GPM/ps1112 (115,5 LPM/barll2) Temperature Rating Intermediate Temperature as follows: - 200°F/930C 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/Teflont Bulb ........Glass (3 mm dia.) Link . . . . . . . . . . . . . . Monel Compression Screw .....Brass Deflector ........Brass/Bronze t DuPont Registered Trademark Physical Characteristics (Figures B & D) Body ..............Brass Cap ..............Bronze Sealing Assembly ........... Beryllium Nickel w/Teflont Saddle .............Brass Link Assembly ........Nickel Compression Screw .....Brass Deflector ........Brass/Bronze Lever .............Bronze Deflector Frame .......Bronze Diffuser ............Brass Rivet ..............Brass t DuPont Registered Trademark Physical Characteristics (Figure F) Frame .............Brass Button .............Bronze Sealing Assembly ........... Stainless Steel w/Teflont Bulb ........Glass (3 mm dia.) Compression Screw .....Brass Deflector ............Bronze t DuPont Registered Trademark Patents U.S.A. 5,669,449; patent pending Operation BB (K=8.0 & 4.2), HIP (K=5.6) & AP (5.6 & 4.2) The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. 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 separate, allowing the sprinkler to activate and water to flow. TFPGIO Page 5 of 28 Installation The Tyco® Peak TM Performance Mod- els BBTM, SDTM, HIPTM, and AP T11 Specific Application Attic Sprinklers for Protecting Attics" must be installed in accordance with the following in- structions: NOTES Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprinkler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maxi- mum torque range of7to 14 ft.lbs. (9,5 to 19,0 Nm). A 3/4 inch NPT sprinkler joint should be obtained with a mini- mum to maximum torque range of 10 to 20 ft.lbs. (13,4 to 26,8 Nm). Higher levels of torque may distort the sprin- kler inlet with consequent leakage or impairment of the sprinkler. Step 1. Sprinklers must be oriented correctly: Model BB Sprinklers are to be in- stalled in the upright vertical position with the flow arrows on the deflector pointing down the two opposing slopes. Model SD Sprinklers are to be in- stalled in the upright vertical position 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 per- pendicular to the ridge of the hip roof and with the flow direction arrows on the deflector pointing down the two opposing slopes. (Unlike the Model BB and Model SD, the Model HIP is installed at an angle so that its de- flector is parallel with the slope of hip ridge line.) The Model AP Sprinklers are to be installed in the upright position with the deflector parallel to the roof slope. Step 2. With pipe thread sealant ap- plied to the pipe threads, hand tighten the sprinkler into the sprinkler fitting. With reference to Figure G, do not grasp the sprinkler by the deflector. Step 3. Wrench tighten the sprinkler using only the wrenches shown in Fig- ures H thru M. Wrenches are only to be applied to the sprinkler wrench flats or wrench hex, as applicable. WRENCH FLATS 1 ENGAGE SPRINKLER THREAD RELIEF WITH WRENCH JAW FLANGES WRENCH 7'A" END JAW FLANGE KED ONLY FIGURE H W- TYPE 3 SPRINKLER WRENCH For use with BB (K=8.0) Sprinklers WRENCH FLATS 7~`T ENGAGE SPRINKLER THREAD RELIEF JAW FLANGES USE END WITH WRENCH WRENCH W FLANGE MARKED "A" ONLY FIGURE J W-TYPE 6 SPRINKLER WRENCH For use with BB (K4.2) Sprinklers WRENCH :=9 FLATS ,/,. I1 9 ENGAGE SPRINKLER THREAD USE END MARKED RELIEF WITH WRENCH JAW FLANGES WRENCH JAW FLANGE "A"ONLY FIGURE K W-TYPE 20 SPRINKLER WRENCH For use with HIP (K5.6) Sprinklers WRENCH HEX APPLY WRENCH TO WRENCH HEX ONLY TWRENCHJAW TO FIT WRENCH HEX V 4 FIGURE L ADJUSTABLE WRENCH For use with BB (K5.6) & SD (K5.6) Sprinklers i WRENC ,J FLATS ENGAGE SPRINKLER THREAD RELIEF USE END WITH WRENCH AW J JAW FLANGES FLANGES , WRENCH JAW FLANGE MARKED "A" ONLY FIGURE M W-TYPE 6 SPRINKLER WRENCH For use with AP (K4.2 & 5.6) Sprinklers Page 6 of 28 TFP6IO Design Criteria Area Of Use: Roof structures, combustible and non- combustible, including wood joist/raf- ters 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 section 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, and 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, 146, and 15). BB, SD, HIP, or AP Minimum Dis- tance Between Sprinklers: 4 feet (1,2 m) as measured along branchline for BB and SD (Ref. Figure 3). 3 feet (0,9 m) as measured along branch line for HIP (Ref. Figure 12). 7 feet (2,1 m) between AP Sprinklers. BB, SD, HIP, or AP Maximum Dis- tance Between Sprinklers: 6 feet (1,8 m) on center along the branch line (Ref. Figure 3 and 12) for BB, SD, and HIP. For AP, the maximum spacing is 10 feet (3,1 m) perpendicular to slope and 12 feet (3,6 m) parallel to slope. When there is more than one row of AP Sprinklers, the sprinklers must be staggered per Figure 20-13-3. BB, SD, HIP, or AP Minimum Dis- tance 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, SD, or HIP Sprinklers to AP Sprinklers or Stand- ard 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 and 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: I 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 nominal 12 inch (600 mm) or less. BB or SD Deflector Installation Po- sition 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) 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 cur- tain. The draft curtain may be con- structed of 1/2 inch (12,7 mm) ply- wood. 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): TFPB BlazeMaster CPVC piping may be used in a combustible concealed attic space requiring sprinklers when installed in accordance with the follow- ing guidelines: NOTES Where the use of non-combustible in- sulation is specified, verify with the insulation manufacturer as to the non- combustibility of the insulation. The non-combustible insulation (e.g., fi- berglass) 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 in- sulation with BlazeMaster CPVC by consulting www.lubrizol.com. TFBP BlazeMaster CPVC may be used to supply the wet system ceil- ing sprinklers on the floor below. There must be 6 inches (152,4 mm) of non-combustible insulation cover- ing the pipe extending 12 inches (304,8 mm) on each side away from the centerline of the pipe, and the area above the CPVC must be pro- tected by Model BB, SD, HIP, or AP Sprinklers (Ref. Figure 9A). If the pipe is located inside the ceiling joist, the joist channel must be cov- ered or filled with 6 inches (152,4 mm) of non-combustible insulation on top of the pipe and the area above must be protected by BB, SD, HIP, or AP Sprinklers (Ref. Figure 96). Insulation is for fire protec- tion purposes. It is not freeze pro- tection. BlazeMaster CPVC must be installed in accordance with the BlazeMaster installation guide in- structions. With reference to Figure 19, TFBP BlazeMaster CPVC may be used ex- posed to supply wet system 66, SD, or HIP Sprinklers where * Risers are vertical and protected by a BB, SD, or HIP Sprinkler lo- cated at a maximum lateral dis- tance of 12 inches (300 mm) from the riser centerline. * BB, SD, or HIP Sprinklers are di- rectly mounted on the branchline. * BB, SD, or HIP Sprinklers are on armovers and located at a maxi- mum lateral distance of 6 inches (150 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 armover or angled sprigs, and lo- cated at a maximum lateral dis- tance of 6 inches (150 mm) from the branchline centerline. * A minimum lateral distance of 18 inches (450 mm) is maintained between the CPVC pipe and a TFPSIO Page 7 of 28 MODEL K SIN ALLOWABLE ROOF SPAN, (a)()(o) Feet (m) MINIMUM FLOW, GPM (1pm) MINIMUM PRESSURE, PSI (bar) PITCH, Rise Over Run (/o) DRY PIPE SYSTEM MAXIMUM WATER DELIVERY TIME, Seconds BB1 8.0 TY4180 60 (18,3) 38(144) 22.6 (1,5) 4:12 (33) to less than 7:12 (58) (c) BB2 8.0 TY4181 :560 (18,3) 38 (144) 22.6 (1,5) 7:12 (58) to less than 10:12 (83) (C) BB3 8.0 TY4182 :560 (18,3) 40(152) 25.0 (1,7) 10:12 (83) to 12:12 (100) (c) B61 5 TY3180 >40 (12,2) to :560 (18,3) 38 (144) 46.0 (3,2) 4:12 (33) to less than 7:12 (58) (c) BB2 5 TY3181 >40 (12,2) to :560 (18,3) 38 (144) 46.0 (3,2) 7:12 (58) to less than 10:12 (83) (c) B133 5.6 TY3182 >40 (12,2) to 1560 (18,3) 38 (144) 46.0 (3,2) 10:12 (83) to 12:12 (100) (c) BB1 5 TY3180 40 (12,2) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) BB2 5.6 TY3181 540 (12,2) 25(95) 20.0 (1,4) 7:12 (58) to less than 10:12 (83) (c) BB3 56 TY3182 1540 (12,2) 25(95) 20.0(1,4) 10:12 (83) to 12:12 (100) (C) BB1 4.2 TY2180 1520 (6,1) 13(49) 9.6 (0,7) 3:12 (25) to less than 7:12 (58) 45(d) BB2 4.2 TY2181 20 (6,1) 13(49) 9.6 (0,7) 7:12 (58) to less than 10:12 (83) 45(d) BB3 4.2 TY2182 :520 (6,1) 13(49) 9.6 (0,7) 10:12 (83) to 12:12 (100) 45(d) SD1 5.6 TY3183 >30 (9,1) to :540 (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 :540 (12,2) 35(132) 39.0 (2,7) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 >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 530 (9,1) 25(95) 20.0 (1,4) 4:12 (33) to less than 7:12 (58) (c) SD2 5.6 TY3184 >10 (3,0) to :530 (9,1) 25(95) 20.0(1,4) 7:12 (58)to less than 10:12 (83) (c) SD3 56 TY3185 >10 (3,0) to :530 (9,1) 25(95) 20.0 (1,4) 10:12 (83) to 12:12 (100) (c) SD1 56 TY3183 10 (3,0) 19(72) 11.5 (0,8) 4:12 (33) to less than 7:12 (58) (c) SD2 56 TY3184 :510 (3,0) 19(72) 11.5 (0,8) 7:12 (58) to less than 10:12 (83) (c) SD3 5.6 TY3185 10(3,0) 19(72) 11.5 (0,8) 10:12 (83)to 12:12 (100) (c) HIP 56 TY3187 >20 (6,1) to 528 (8,5) 34 (129) 36.9 (2,5) 4:12 (33) to 12:12 (100) (c) HIP 5.6 TY3187 :520 (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/sq. ft. (4,1 mm/mm.) Design Density 3:12 (25) to 12:12 (100) 60(d) AP TY2190 3:12 (25) to 12:12 (100) 60(d) NOTES: The BB and SD roof span is measured horizontally (not along the slope) as shown in Figure 1 and 2. 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. The AP roof span is measured along the slope. Maximum 10 feet (3,1 m) perpendicular to slope by maximum 12 feet (3,6 m) parallel to slope. TABLE A ALLOWABLE ROOF SPAN, FLOW, PRESSURE, AND PITCH FOR "SPECIFIC APPLICATION SPRINKLERS FOR PROTECTING ATTICS" heat producing device such as heat pumps, fan motors, lights, and heat lamps. TFBP BlazeMaster CPVC may be used exposed to provide wet sys- tem, vertical or angled, sprigs to AP Sprinklers (Ref. Figures 17A and 1713) where * The exposed portion of an angled sprig is a maximum length of 3 feet (0,9 m), the sprig is supported within 12 inches (0,3 m) of the AP Sprinkler, and pipe hangers are provided using the CPVC hanger support for horizontal 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 (300 mm) from the sprig centerline, and the sprig is sup- ported at the swing joint to the AP Sprinkler. * A minimum 6 inches (152,4 mm) deep of non-combustible insula- tion extending 12 inches (304,8 mm) on each side away from the centerline of the CPVC branchline feeding the AP sprigs (Ref. Fig- ures 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 non- combustible insulation on top of Page 8 of 28 TFP6IO the branchline supplying the AP sprigs (Ref. Figure 17B). Insula- tion is for fire protection pur- poses. It is not freeze protec- tion. Additional depth of non-combustible 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, lights and heat lamps. Mismatched Slopes: For 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) branchlines 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: For 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 horizon- tally) and the slope of the roof, and refer to Table A. There is no interpola- tion 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 BBI (K8.0) 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 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) regardless of the length of the throw). NOTE The distance along the branchline may have to be reduced to less than the maximum of 6 feet (1,8 m) to remain under 400 ft2 (37,2 m2) maximum de- pending on the slope and the span. In no case can the span exceed 60 feet (18,3 m) without the use of additional ModelAP Sprinklers or Standard Spray Sprinklers. Coverage area for the SD (Single Directional) Sprinklers is the dis- tance along the branchline multi- plied 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 maximum throw, measured horizon- tally is 40 feet (12,2 m), and the maximum 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, then 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 distance between the branchli- nes. 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 20-13- 3. The maximum spacing per sprin- kler is 120 ft2 (11,1 m2). Design Guidelines To design a project with attic sprinklers use these steps as a guideline: Determine if Model BB, SD, or HIP Sprinkler is needed. Determine if the roof slope is be- tween 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 provided in Table A, as well as Figure 20. There is no interpolation of the flows and pressures shown on the chart. For BB Sprinklers (Back to Back Dual Directional) 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-factor, BB Sprinklers to minimize over dis- charge. 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 longer side by two to determine the spacing down the slope. Four hun- dred divided by this value will deter- mine the maximum spacing along the ridge. The maximum distance is 6 feet (1,8 m). For example, 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 multiplied 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. For SD Sprinklers (Single Directional) Determine the throw needed. As the 400 ft2 (37,2 m2) is not a factor with the SD Sprinklers, the maximum spacing is 6 feet (1,8 m) and the minimum is 4 feet (1,2 m) (Ref. Figures 2 &11). (400 ft2 is not an issue with the single directional because at its maximum spacing of 6 foot (1,8 m) on center/covering 40 feet (12,2 m) flat /a 12:12 slope/and the discharge 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. Verify framing direction is perpen- dicular to outside wall (Ref. Figure 12). If not, protect 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 TFP6IO Page 9 of 28 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 trusses. Remember the slope of the hip is not equal to the slope of the roof from the ridge to the outside wall. Con- tinue 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 reached, the last sprinkler must be within 7-1/2 feet (2,3 m) of the outside wall as measured flat (plan view). If this pipe is "cut to fit", the different slopes of the hip and the roof, as well as distances measured along the slope verses horizontal in plan view, must be accounted 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 Maintenance The Tyco® Peak TM Performance Mod- els BB TM, SDTM, HIPTM, and APTM "Specific Application Sprinklers for Protecting Attics" must be maintained and serviced in accordance with the following instructions: NOTE Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection systems must be obtained from the proper authori- ties and all personnel who may be affected by this action must be notified. 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 sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wip- ing the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be re- placed. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. The in- stalling contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lie of any and all other warranties, e oress or imolied. includina warrantie particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. Ordering Procedure Contact your local distributor for avail- ability. Sprinkler Assemblies with NPT Thread Connections: Specify: Model (specify), K-factor (specify), SIN (specify), Specific Appli- cation Attic Sprinkler, P/N (specify). 13131 (K8.0), TY4180 ...............PIN 51-623-1-200 13132 (K=8.0), TY4181 ...............PIN 51-621-1-200 13133 (K=8.0), TY4182 ...............PIN 51-622-1-200 13131 (K=5.6), TY3180 ...............PIN 50-601-1-212 6132 (K=5.6), TY3181 ...............PIN 50-602-1-212 13133 (K=5.6), TY3182 ...............P/N 50-603-1-212 13131 (K=4.2), TY2180 ...............P/N 50-620-1-200 13132 (K=4.2), TY2181 ...............P/N 50-621-1-200 13133 (K=4.2), TY2182 ...............P/N 50-622-1-200 SD1 (K=5.6), TY3183 ...............PIN 50-611-1-212 SD2 (K=5.6), TY3184 ...............PIN 50-612-1-212 SD3 (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. 22" (558,8 mm) MAX. BB, SD, OR HIP ATTIC 16" (406,4 mm) MIN. SPRINKLER -OR- STANDARD FORA ROOF PITCH TRUSS 18" MIN. LESS THAN 4:12 (33%), (457,2 mm) 12" (304,8 mm) MAXIMUM BELOW PEAK AND 1" (25,4 mm) MINIMUM BELOW BOTTOM OF TOP CHORD OR SCISSOR RAFTER TRUSS BB, SD OR HIP ATTIC SPRINKLER 26-0" (7,92 m) AP OR MINIMUM STANDARD SPRAY SPRINKLERS Page 10 of 28 TFP6IO ROOF SPAN (COVERAGE) STANDARD FIGURE 1 6" (152,4 mm) MAX. 4(101,6mm) MIN. ROOF SPAN (COVERAGE) DECK rAP FROM WALL OR STANDARD BACK TO BACK SPRINKLER - SPRINKLER SINGLE DIRECTIONAL SCISSOR SPRINKLERS J X~ FIG 11 TRUSS 22" (558, 16" (406, BOTTOM __ BMIN SEE ODRAFT CURTAINL FULL WA TO DECK (203,2 rZZ FIGURE 2 6-0" (1,83 m) MAXIMUM 4-0" (1,22 m) MINIMUM 'I BBOR SID ATTIC EZIISPRINKLERSII RIDE 11 II H H BRANCH ii II H H 1 LINE II H II II II II II TRUSS II CEILING II II II II II II II II I Ii FIGURE 3 7-0(2,1 m)MIN. FOR AP SPRINKLERS 6-0" (1,8 m) MINIMUM FOR STANDARD SPRAY SPRINKLERS AP OR STANDARD II ATTIC 11 I SPRAY SPRINKLER SPRINKLERTENN RIDGE ii BRANCH ii II I I II LINE II H H TRUSS CEILING FIGURE 4 FIGURE 5 FIGURE 6 6' (152,4 mm) MINIMUM H BB, SD, ORHIP H H SPRINKLER H RIDGE II H ii BRANCH H II II H LINE II TRUSS H H CEILING 6" (152,4 mm) MAXIMUM 22" (558,8 mm) MAX. 16" (406,4 mm) MIN. BOTTOM OF SHEATHING BB OR HIP ATTIC SPRINKLER FIGURE 7 FIGURE 8 TFPGIO Page 11 of 28 a p--- 12" MIN. 1 12" MIN. -- ATTIC (304,8 mm) ' (304,8 mm) PROTECTED P YYXYr,YXYXY\YXi 6" MIN. (152,4 mm) SPACE NON-COMBUSTIBLE JOIST CEILING / INSULATION FOR FIRE / 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 A / OPTION B SPACE ., orm 6, 7, 674" ~ , " CPVC PIPE CEILING JOIST & FITTINGS SPRINKLER CEILING FIGURE 9B DRAFT CURTAIN FIGURE 10 (SHOWN) OR FULL WALL Permitted Use Of Attic Sprinklers TO ROOF DECK For Mismatched Slopes SINGLE DIRECTIONAL SPRINKLERS AS APPROPRIATE FOR RESPECTIVE SLOPE 8' MIN. (203,2 mm) A WHEN ANGLE "A" DOES B NOT EQUALANGLE "B' AP AP OR STANDARD OR STANDARD I SPRAY SPRINKLER SPRAY SPRINKLER I COVERAGE ON COVERAGE ON I S I SLOPE LOPE B I BB, SD, OR HIP B, SD, OR HIP COVERAGE ON HORIZONTAL I COVERAGE ON I HORIZONTAL MAXIMUM 1" (25 mm) VENT PERMITTED TOP OF INSULATION ROOF JOIST OR TOP CHORD X /X111 CEILING NON-COMBUSTIBLE ROOF JOIST I JOIST INSULATION OR TOP CHORD I FIGURE 11 Coverage Starting Point At Eave 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 6-0" (1,8 m)MAX. STANDARD SPRAY : SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED PARALLEL TO OUTSIDE WALL TRUSSES IN HIP SLOPE AREA ti HIP PARALLEL TO OUTSIDE ALLJ.S SLOPE S MAXIMUM OUTSIDE WALL - 40-0" (12,2 m) SINGLE I HORIZONTAL DIRECTIONAL I ROOF SPAN SPRINKLERS I (COVERAGE) HIP RIDGES Page 12 of 28 TFP6IO C FIGURE 12 Hip Roof Installation With Rafters Framed Perpendicular To Outside Wall (Shown With HIP Sprinklers Protecting Hip Slope & Adjacent Areas To Hip Slope) RAFTERS IN HIP SLOPE AREA PERPENDICULAR TO OUTSIDE WALL I OUTSIDE MAXIMUM WALL 28-0 (8,5 m) HORIZONTAL HIP RIDGES I 6-0" (1,8 m) MAX SEE FIG. 11 I 3-0" (0,9 m) MIN. ON HIP SLOPE 7-6' (2.3 m ROOF SLOPE I I I1 II I1 RIDGE LINE 3-0" (0,9 m) MAX. ON HIP SLOPE BACK TO BACK ~__ N11" SPRINKLERS 6-0" (1,8 m) MAX. BACK TO BACK SPRINKLERS ROOF SLOPE I I RIDGE LINE 11 3-0" (0,9 m) MAX. ON HIP SLOPE 3'-0"(0,9m ) 7' MAX. ON CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP SLOPE FOR CEILING PROTECTION BELOW (SEE PAGE 6) FIGURE 13B Hip Roof Installation With Trusses Framed Parallel To Outside Wall (Shown With Standard Spray Or AP Sprinklers In Hip Slope & Adjacent Areas To Hip Slope) STANDARD SPRAY SPRINKLERS INSTALLED PER NFPA 13 IN HIP SLOPE AREA WHEN TRUSSES ARE FRAMED 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. I I I I 1111111 I I I I I I I I I I 1 I I BACK I IIIIEIIJII I I I III I I I I I TO BACK I SPRINKLERS 1111 IIIIIlII Ills IIIIlIIII," ,.' 11111 ItIIIII," 1 I HIP I I I I I 1 1 I I SLOPE I I ::I:::I: 1::1' 'l: ROOF SLOPE 111111 1111111 11111 IIII1II IIISIIItIIJII I I I I I I I I * RIDGE LINE I I I 11 I I I I I I 1 IlIlIltIlIlIl I I I I I I I I I I 1111 I I I I I I 4 1 ( II 1 I TRUSSES IN HIP SLOPE AREA PARALLEL TO OUTSIDE WALL CPVC PIPE MAY BE USED IN SHADED AREA ONLY HIP RIDGES FOR CEILING PROTECTION BELOW (SEE PAGE 6) 10'-0 " MAX. (3,05 m) P SPRINKLER 6-0" COVERAGE (1,83 m) SD ATTIC SPRINKLER AP SPRINKLERS SPACED 8-0" (2,4 m) TO 7'-0"(1,8rn) ON CENTER TFP6I0 Page 13of28 U Coverage Beyond BB, SD, or HIP Allowable Roof Spans - For single ridge construction (Ref. Figure 14A), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 60 foot (18,3 m), 40 foot (12,2 m), or 20 foot (6,1 m) spans of the BB Sprinklers (Ref. Table A). Where SD Sprinklers are used (Ref. Figure 14B), AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width at the eaves beyond the maximum allowable 40 foot (12,2 m), 30 foot (9,1 m), or 10 foot (3,0 m) spans of the SD Sprinklers (Ref. Table A). Where HIP Sprinklers are used for hip roof construction (Ref. Figure 15), use BB Sprinklers in the center portion and HIP Sprinklers down the entire hip. AP Sprinklers can then used to protect the eaves beyond the BB Sprinklers as described in Paragraph A. Also, AP Sprinklers can be used to protect up to 10 feet (3,1 m) of width beyond the maximum allowable 28 foot (8,5 m) or 20 foot (6,1 m) horizontal coverage of the HIP Sprinklers (Ref. Table A). Spacing of the AP Sprinklers is to be as detailed for their use with the BB Sprinklers in Figure 14A. NOTE: The use of Attic Sprinklers CANNOT be considered for attics over 80 feet (24,4 m) wide. SD SPAN (TABLE A) BB SPAN (TABLE A) AP 10-0" MAX. SPRINKLERS (3,05 m) BB ATTIC SPACED AP 6-0"SPRINKLER 8-0" (2,4 m) SPRINKLER (183 m) TO COVERAGE MAX. 7' 0" (1,8 m) ON CENTER , 6-0" MA (1,83 rn (1,83 m) 4-0" MIN (1,22 m FIGURE 14A - BB wIAP SPRINKLERS FIGURE 14B - SD wIAP SPRINKLERS 10-0" HIP BACK TO BACK (3,0 m) SPRINKLERS SPRINKLERS HIP RIDGES 101-01, (3,0 m) SPRINKLERS ----- I I I I I AT THE EAVES -.-- ( LINE I I -/ROOF I I I - PERIMETER 1 :;HIP ;:_ PROTECTION AREA lIilll :: BB -'-" SPAN : (TABLE A) T1FHFHH-h ( 10, 3,0 m) CPVC PIPE MAY BE USED IN SHADED 7-0" to 8'-0" AREA FOR CEILING (2,1 m TO 2,4 m) PROTECTION BELOW ON CENTER FOR (SEE PAGE 6) AP SPRINKLERS FIGURE 15- HIP wi AP SPRINKLERS Page 14 of 28 BB ATTIC SPRINKLER 3-1/2 MIN. (88,9 mm) AIR SPACE NO ADDITIONAL SPRINKLER REQUIRED /? TFP6IO BB ATTIC ANY SPRINKLER 36" MIN. DISTANCE (914,4 mm) GREATER 1 6" MAX. THAN 6" (152,4 mm) (152,4 mm) ADDITIONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE (/ 14AOR14B) \ 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. BB ATTIC SPRINKLER 6(152,4mm) MINIMUM NO ADDITIONAL SPRINKLER REQUIRED r.!4'-0"1,2m\\ I" II \MAXIMUM \\ll FIGURE 16C LESS THAN BB ATTIC 6" (152,4 mm) SPRINKLER 36" (914,4 mm) ADDITIONAL AP MINIMUM OR STANDARD SPRAY SPRINKLER(S) REQUIRED (LOCATE PER FIGURE I 14AOR14B) GREATER THAN 14'-0"(1,2m) 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. Refer- ence Figures 16C and 16D, where the maximum spacing for AP Sprinklers is 12 feet (3,7 m) and Standard Spray Sprinklers is 15 feet (4,6 m). Dimension A Distance B Additional Sprinkler Required Beyond Obstruction Maximum Horizontal Dimension of Obstruction Minimum Horizontal Distance to Obstruction All Vertical Obstructions <6" (152,4 mm) YES 1/2-1" (12,7 mm-25,4 mm) 6" (152,4 mm) NO 1-4" (25,4 mm-101,6 mm) 12" (304,8 mm) NO 4-8(101,4 mm-203,2 mm) 24" (609,6 mm) NO 8-10" (203,2 mm-254,0 mm) 5-0" (1,52 m) NO 10-20" (254,0 mm-508,0 mm) 10-0" (3,05 m) NO 20-30" (508,0 mm-762,0 mm) 15-0" (4,57 m) NO 30-40" (762,0 mm-1016,0 mm) 20-0" (6,10 m) NO 40-48" (1016,0 mm-1219,2 mm) 25-0" (7,62 m) NO >48" (1219,2 mm) Any Distance YES DIMENSION A PER TABLE DIMENSION B PER T IONAL AP OR STANDARD SPRAY SPRINKLER REQUIRED (LOCATE PER FIGURE // 14AOR1413) FIGURE 16E For Vertical Obstructions, the maximum dimension of the ob- struction is its width and the horizontal distance away from the obstruction is measured horizontally. 36" (914,4 mm) MINIMUM FIGURE 16- PART I of 2 - OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) BOTTOM TFP6IO Page 15 of 28 FIGURE 16F Area Outside Of Mechanical Space Or Similar Compartmented 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 sprin- klers 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, Inter- mediate 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 compartmented 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 ADDITIONAL 36" (914,4 mm) SPRINKLERS OR GREATER REQUIRED ZZZA AP OR STANDARD MECHANI( SPRAY SPRINKLER SPACE 4" (101,6 mm) TO 6" (152,4 mm)TYP. I 12' (304,8 36(914,4 mm) 36' (914,4 mm) OR GREATER INTERMEDIATE LEVEL BB ATTIC STANDARD SPRAY SPRINKLERS SPRINKLER AP OR STANDARD 4" (101,6 mm)TO 1 N SPRAY SPRINKLER 1MECHANICAL SPACE 6 (152,4 mm)TYP. BB ATTIC SPRINKLER AP OR STANDARD 12" (304,8 mm) ,*SPRAY SPRINKLER LESS THAN 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" clearance 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 re- quired. Otherwise, additional sprinklers are required as shown. V H BB1 BB2 BB3 io'o- 0" 0" V+15" vi-lO" 1 V+8" STIFFENERS TOP OF BB ATTIC DEFLECTOR SPRINKLER BB ATTIC MINIMUM 70% M SPRINKLER OPEN A STIFFE 3-1/2" MIN. 12" MIN. (88,9 mm) (304,8 mm) AIR SPACE I I 7-1/2" 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 EATER REATER THAN GR LEVEL 1/2"(195 mm) STANDARD Z SPRINKLER MECHANICAL SPACE PROTECT WITH ADD SHEAR WALL AND SINGLE INSTALL SINGLE STANDARD SPRAY PROTECT WITH SINGLE DIRECTIONAL DRAFT CURTAIN DIRECTIONAL SPRINKLERS DIRECTIONAL SPRINKLERS SPRINKLER OR FULL WALL SPRINKLER FIGURE 16— PART 2 of 2— OBSTRUCTIONS TO WATER DISTRIBUTION - BB, SD & HIP (Obstructions to water distribution for Attic Sprinklers differ from standard sprinklers as shown) Page 16of28 TFP6I0 p FIGURE 17A EXPOSED CPVC WITH AP SPRINKLERS AND BRANCHLINE OVER JOISTS 3-0" MAX. AP .- (0,91m) SPRINKLER AP SPRIG 6" MIN. JOIST xxxxx\ 152,4 mm) \ F AP AP SPRINKLER 10-0" MAX SPRIG (3,0 m) 6" MIN. rJOIST I [ (152,4 mm) 12" MIN. .4.. 12" MIN. 12" MIN. 4..,L. 12" MIN. (304,8 mm) / (304,8 mm) 304,8 mm) / (304,8 mm) \NON-COMBUSTIBLE NON-COMBUSTIBLE INSULATION FOR FIRE INSULATION FOR FIRE PROTECTION OF CPVC CEILING PROTECTION OF CPVC CEILING PIPE, NOT FREEZE PIPE, NOT FREEZE PROTECTION PROTECTION OPTION A OPTION B FIGURE 17B EXPOSED CPVC WITH AP -0 MAX. AP AP SPRINKLER SPRINKLERS -- (09 PRINKLER AP 10,-a,, MAX. AP AND BRANCHLINE WTHIN JOISTS \ c"\-SPRIG (3,0 nn) SPRIG JOIST NON-COMBUSTIBLE6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC I PIPE, NOT FREEZE CEILING PROTECTION OPTION A 6" MIN. / NON-COMBUSTIBLE (152,4 mm) / INSULATION FOR FIRE / PROTECTION OF CPVC / PIPE, NOT FREEZE CEILING PROTECTION OPTION B FIGURE 18 OBSTRUCTIONS TO WATER DISTRIBUTION FOR MODEL AP SPRINKLERS OBSTRUCTION LA AP SPRINKLER D A~3C or 30 A24" (609,6 mm) (Use dimension C or D, whichever is greater) ELEVATION VIEW OBSTRUCTION AP \ SPRINKLER PLAN VIEW B AP SPRINKLER OBSTRUCTION Minimum Horizontal Vertical Distance Distance Below Deflector (A) (B) (5152,4 mm) (76,2 mm) >6" to 9" (>152,4 to 228,6 mm) (101,6 mm) >9"t012" 6" (>228,6 mm to 304,8 mm) (88,9 mm) >12"to15" 8" (>304,8 mm to 381,0 mm) (203,2 mm) >15" to 18" 9-1/2" (>381,0 to 457,2 mm) (241,3 mm) >18" to 24" 12-1/2" (457,2mm to 609,6 mm) (317,5 mm) >24" to 30" 15-1/2' (>609,6 mm to 762,0 mm) (393,7 mm) >30" 18" (>762,0 mm) (457,2 mm) TFP6I0 Page 17of28 A= 6' (150 mm) MAX. B A A B = 12" (300 mm) MAX. ANGLE SPRIG ARMOVER SPRIG ARMOVER BRANCHLINE NCHLINE VERTICAL SPRIG fly DIRECT MOUNT VERTICAL RISER VERTICAL RISER FIGURE 19 EXPOSED CPVC WITH BB, SD, AND HIP SPRINKLERS HYDRAULIC CALCULATIONS Attic sprinklers must be calculated in conformance with these guidelines. In all cases, the design area shall include the most hydraulically demanding sprinklers. More than one set of calculations may be required to prove different situations. For individual areas requiring more than four AP Sprinklers, the maximum area of attic protected by AP Sprinklers is limited 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 20-13-2 (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 20-13-4 (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 20-13-6 (Page 22) BB,SD, or HIP Sprinklers & AP Sprinklers Separated By Compartmentalization FIGURE 20-C: "Attics Protected With A Mixture Of BB. SD, and HIP Attic Sprinklers And Standard Spray Sprinklers". 20-C-1 (Page 23) SD Sprinklers & Standard Spray Sprinklers At The Ridge 20-C-2 (Page 23) BB Sprinklers & Standard Spray Sprinklers At The Eaves or Beyond An Obstruction 20-C-3 (Page 24) BB Sprinklers & Standard Spray Sprinklers At The Hip 20-C-4 (Page 25) BB Sprinklers, SD Sprinklers, HIP Sprinklers, & Standard Spray Sprinklers At The Hip 20-C-5 (Page 26) BB, SD, or HIP Sprinklers & Standard Spray Sprinklers in a Dormer, at a Cross, or at an Ell 20-C-6 (Page 26) BB, SD, or HIP Sprinklers & Standard Sprinklers Separated By Compartmentalization MODEL BB MODEL SD MODEL AP BACK TO BACK V SINGLE DIRECTIONAL MODEL HIP OR STANDARD SPRAY FIGURE 20— HYDRAULIC CALCULATIONS Page 20 of 28 TFP6I0 p Figure 20.B-1. SD Sprinklers & AP 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 de- manding seven AP Sprinklers. Use the most demanding calculation (see adjacent figure). R UUK iAiF'J DRY SYSTEM SHOWN Figure 20.B-2. BB or SD Sprinklers & AP Sprinklers At The Eaves or Beyond An Obstruction Wet Systems - Calculate the most demanding five BB or SD Sprinklers plus up to two most de- manding AP Sprinklers. Dry Systems - Calculate the most demanding seven BB or SD Sprin- klers plus up to two most demand- ing AP Sprinklers (see adjacent figures). DRY SYSTEM SHOWN TION DRY SYSTEM SHOWN • • • • • S • j::::i::::i:: & I I I DRY SYSTEM SHOWN Figure 20-B-5. BB, SD, or HIP Sprinklers & AP Sprinklers in a Dormer, at a Cross, at a Hip, or at an Ell Where the quantity of AP 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 AP Sprin- kler 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 de- manding AP Sprinklers in the dor- mer, 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 Sprinklers in any dormer, cross, or ell is greater than four, refer to Figure 13- 3. SF (4 AP NKLERS R LESS) .\ .\ RIDGE S. p -WALL / /.. DORMER BUILT ON TOP OF ROOF OR RIDGE SHEATHING • • • • • •... Page 22 of 28 TFP6IO Figure 20-B-6. BB,SD, or HIP Sprinklers & AP Sprinklers Sepa- rated By Compartmentalization Wet Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-I thru A-6 or Part B-i thru B-4, and then calcu- !ate the most demanding area up to 1500 ft2 (137 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure). Dry Systems— Calculate the BB, SD, or HIP Sprinkler demand as described in Part A-i thru A-6 or Part B-i thru B-4, and then calcu- late the most demanding area up to 1950 ft2 (181 m2) having AP Sprin- klers. Use the most demanding cal- culation (see adjacent figure).