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Report (2) `' 26,6„ 3.1/ 5 /.1ti-r S 1J . 7 JET2 9 201E 'fi GA 441/4. INDUSTRIE 3 ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project," ��0o PROF�s ,'C< INEF4% 4/� 1 54 9P:q ij ops( me, • •F 15, 2��J�<( Y CYN N SSP EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 7 Dry Drawing Location : 13215 SW Hawk's Beard St. Tigard, Oregon Remote Area : 1 Contract Data File : Building 7 DRY.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 • Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 7 Location: 13215 SW Hawk's Beard St. Tigard, Oregon r Drawing no: Date: 9-1-2016 Design Remote area number: 1 Remote area location: Attic Occupancy classification: Light Hazard Density: 0.10-Gpm/SqFt Area of application: 2551 -SqFt Coverage per sprinkler: 112- SqFt Type of sprinklers calculated: TY3121 No. of sprinklers calculated: 39 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 648.253-GPM @ 79.751 - Psi Type of system: Dry Volume of dry or preaction system: 320-Gal Water supply information Date: 12-14-2015 Location: 459'South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 20.464 C2- Residual Pressure: 91 D2-System Flow : 548.253 C2- Residual Flow : 1450 D2-System Pressure : 79.751 Hose ( Demand ) : 100 D3-System Demand : 648.253 Safety Margin : 12.024 150 140 130 p 120 R110 E 100 Cl C2 S 90 o n D2 S 80 0 U 70 i D3 R 60 E 50 40 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary • JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 ` Fitting Legend Abbrev. Name 1/2 ' 1 1% 1% 2 2% 3 31/2 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 Dvc Dry Vic 768 NXT 3 9 8 17 21 22 50 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45'Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 X 90'Tee-BranchFirelock002 0 0 0 0 0 8.5 10.8 13 0 16 21 25 33 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with*. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 •Flow Summary - NFPA 2007 • JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure TEST 92.0 91 1450.0 91.774 648.25 79.751 i. NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 1 232.5 4.2 14.46 15.97 2 232.5 4.2 13.01 15.15 3 232.5 4.2 13.88 15.65 5 233.25 4.2 7.85 11.77 6 233.25 4.2 8.34 12.13 7 233.25 4.2 10.18 13.4 8 233.25 4.2 7.26 11.32 9 233.25 4.2 7.72 11.67 10 233.25 4.2 9.43 12.9 11 233.25 13.83 4 232.5 15.73 12 232.5 17.37 14 238.75 4.2 8.39 12.17 15 238.75 4.2 8.92 12.54 16 238.75 4.2 9.69 13.07 17 238.75 10.42 18 232.5 19.57 20 234.0 4.2 13.03 15.16 21 234.0 4.2 11.31 14.13 22 234.0 4.2 11.89 14.48 23 234.0 13.85 24 232.5 16.86 26 233.75 4.2 10.61 13.68 27 233.75 4.2 11.46 14.22 28 233.75 4.2 16.13 16.87 29 233.75 4.2 7.39 11.42 30 233.75 4.2 8.0 11.88 31 233.75 4.2 9.45 12.91 32 233.75 4.2 15.52 16.55 35 236.75 4.2 9.16 12.71 36 236.75 4.2 9.9 13.22 37 236.75 4.2 8.21 12.03 38 236.75 4.2 8.88 12.51 39 242.25 4.2 7.11 11.2 40 236.75 10.48 41 236.75 4.2 10.88 13.85 42 236.75 12.43 33 232.5 18.28 43 232.5 19.5 45 242.75 4.2 12.3 14.73 46 242.75 4.2 13.13 15.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fhw Summary - NFPA 2007 • JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 NODE ANALYSIS(cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes 47 242.75 4.2 15.09 16.32 48 242.75 16.04 50 238.75 4.2 10.67 13.72 4 51 241.75 4.2 8.86 12.5 52 232.5 13.63 53 238.75 4.2 12.24 14.69 54 238.75 4.2 16.4 17.01 55 238.75 17.42 58 234.0 4.2 16.04 16.82 59 234.0 4.2 17.1 17.37 60 234.0 19.84 61 232.5 21.36 63 240.0 4.2 17.13 17.38 64 240.0 4.2 18.25 17.94 65 240.0 22.21 67 232.5 27.18 68 232.5 24.57 69 232.5 24.14 13 232.5 23.81 19 232.5 23.81 70 232.5 23.87 25 232.5 23.9 57 232.5 24.04 44 232.5 24.08 62 232.5 25.82 71 232.5 26.01 66 232.5 26.97 72 232.5 28.31 49 232.5 24.17 56 232.5 24.06 73 214.0 41.3 74 214.0 44.39 TDR 203.0 52.4 BDR 203.0 57.77 UG6 203.0 59.4 UG5 206.0 62.49 UG7 203.0 63.31 UG9 199.0 65.36 UG11 197.0 66.73 UG13 197.0 66.8 U G 15 196.0 67.57 UG20 198.0 67.13 UG19 202.0 65.14 UG17 206.0 62.82 UG22 195.0 69.87 UG23 195.0 70.93 UG24 195.0 79.61 TEST 195.0 79.75 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 • JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 1 232.500 4.20 15.97 1 T 3.568 7.000 100 14.463 to 0.0 3.568 0.0 4 232.500 15.97 1.049 0.0 10.568 0.1203 1.271 Vel = 5.93 I 0.0 4 15.97 15.734 K Factor= 4.03 2 232.500 4.20 15.15 1 0.0 8.000 100 13.010 to 0.0 0.0 0.0 3 232.500 15.15 1.049 0.0 8.000 0.1091 0.873 Vel = 5.62 3 232.500 4.20 15.65 1 T 3.568 1.000 100 13.883 to 0.0 3.568 0.0 4 232.500 30.8 1.049 0.0 4.568 0.4052 1.851 Vel = 11.43 0.0 4 30.80 15.734 K Factor= 7.76 5 233.250 4.20 11.77 1 0.0 7.250 100 7.847 to 0.0 0.0 0.0 6 233.250 11.77 1.049 0.0 7.250 0.0683 0.495 Vel = 4.37 6 233.250 4.20 12.13 1 0.0 7.250 100 8.342 to 0.0 0.0 0.0 7 233.250 23.9 1.049 0.0 7.250 0.2535 1.838 Vel = 8.87 7 233.250 4.20 13.40 1 T 3.568 2.750 100 10.180 to 0.0 3.568 0.0 11 233.250 37.3 1.049 0.0 6.318 0.5774 3.648 Vel = 13.85 0.0 11 37.30 13.828 K Factor= 10.03 8 233.250 4.20 11.32 1 0.0 7.250 100 7.263 to 0.0 0.0 0.0 9 233.250 11.32 1.049 0.0 7.250 0.0636 0.461 Vel = 4.20 9 233.250 4.20 11.67 1 0.0 7.250 100 7.724 to 0.0 0.0 0.0 10 233.250 22.99 1.049 0.0 7.250 0.2359 1.710 Vel = 8.53 10 233.250 4.20 12.90 1 T 3.568 4.600 100 9.434 to 0.0 3.568 0.0 11 233.250 35.89 1.049 0.0 8.168 0.5380 4.394 Vel = 13.32 11 233.250 37.30 1.25 T 4.282 2.000 100 13.828 to 0.0 4.282 0.217 12 232.500 73.19 1.38 0.0 6.282 0.5285 3.320 Vel = 15.70 0.0 12 73.19 17.365 K Factor= 17.56 4 232.500 46.77 1.25 0.0 8.750 100 15.734 to 0.0 0.0 0.0 12 232.500 46.77 1.442 0.0 8.750 0.1864 1.631 Vel = 9.19 12 232.500 73.19 1.5 T 7.065 5.750 100 17.365 to 0.0 7.066 0.0 13 232.500 119.96 1.682 0.0 12.816 0.5030 6.447 Vel = 17.32 0.0 13 119.96 23.812 K Factor= 24.58 14 238.750 4.20 12.17 1 0.0 7.250 100 8.393 to 0.0 0.0 0.0 15 238.750 12.17 1.049 0.0 7.250 0.0727 0.527 Vel = 4.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 JET FIRE PROTECTION Page 1 Scholls Ferry Apartments Building 7 Date 9-1-2016 HYDRAULIC CALCULATIONS for Project name: Scholls Ferry Apartments Building 7 Location: 13215 SW Hawk's Beard St. Tigard, Oregon Drawing no: Date: 9-1-2016 Design • Remote area number: 2 Remote area location: 3rd Floor Residential Occupancy classification: R-2 Density: 0.10- Gpm/SgFt Area of application: 4 Heads -SqFt Coverage per sprinkler: 324- SqFt Type of sprinklers calculated: V2740 No. of sprinklers calculated: 4 In-rack demand: -GPM Hose streams: 100-GPM Total water required(including hose streams): 163.741 - GPM @ 74.781 - Psi Type of system: Wet Volume of dry or preaction system: -Gal Water supply information Date: 12-14-2015 Location: 459'South of SW Scholls Ferry Rd on 135th Source: Tigard Public Works Name of contractor: JET FIRE PROTECTION Address: 1935 SILVERTON ROAD NE/ /SALEM, OREGON 97301 Phone number: 503-588-5262 Name of designer: Authority having jurisdiction: City of Tigard Notes:(Include peaking information or gridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 } JET Are 2 9 ,'I11 Ilk INDUSTRIES ELECTRICAL HVAC MAINTENANCE PLUMBING FIRE PROTECTION ENGINEERING COMMUNICATIONS "Solutions for a streamlined project" ���O PROFFS � G,1NE6- 54 9P'i/ j4 47.7071 �'• (715, DiP J(<4 Fy CYN N SS EXPIRES: 06-30-2018 JET FIRE PROTECTION 1935 SILVERTON ROAD NE SALEM, OREGON 97301 503-588-5262 Job Name : Scholls Ferry Apartments Building 7 Drawing Location : 13215 SW Hawk's Beard St. Tigard, Oregon Remote Area : 2 Contract Data File : Building 7 Residential.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary JET FIRE PROTECTION Page 3 Scholls Ferry Apartments Building 7 Date 9-1-2016 Fitting Legend Abbrev. Name 1/2 % 1 1% 11/2 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24 Bvca B Fly Vic 705 6 6 7 8 12 14 16 18 19 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45 Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 28 N* CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 O* CPVC Tee-Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 V 90'Ell Firelock#001 0 0 0 0 0 3.5 4.3 5 0 6.8 8.5 10 13 0 0 0 0 0 0 0 Zcg Colt C400 Horz OSY Fitting generates a Fixed Loss Based on Flow Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. I ' ' ' ' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ._ $ . JET FIRE PROTECTION Page 2 Scholls Ferry Apartments Building 7 Date 9-1-2016 City Water Supply: Demand: Cl -Static Pressure : 92 D1 - Elevation : 15.808 C2- Residual Pressure: 91 D2-System Flow : 63.741 C2- Residual Flow : 1450 D2-System Pressure : 74.781 Hose ( Demand ) : 100 D3-System Demand : 163.741 Safety Margin : 17.202 150 140 130 P 120 R 110 E 100 - Cl C2 S 90 <i S 80 D2 U 70 DI R 60 E 50 40 30 20 D1 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( NA1.85 ) 4. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 »F,nal Calculations - Hazen-Williams - 2007 JET FIRE PROTECTION Page 5 Scholls Ferry Apartments Building 7 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf HD1 231.500 4.90 13.00 0.75 0 3.0 1.500 150 7.039 to 2N 14.0 17.000 0.0 EQ1 231.500 13.0 0.874 0.0 18.500 0.0944 1.746 Vel = 6.95 ) 0.0 EQ1 13.00 8.785 K Factor= 4.39 HD2 231.500 4.90 13.00 0.75 0 3.0 1.750 150 7.039 to 2N 14.0 17.000 0.0 EQ2 231.500 13.0 0.874 0.0 18.750 0.0944 1.770 Vel = 6.95 0.0 EQ2 13.00 8.809 K Factor= 4.38 HD3 231.500 4.90 13.00 0.75 0 3.0 2.500 150 7.039 to 2N 14.0 17.000 0.0 EQ3 231.500 13.0 0.87.4 0.0 19.500 0.0944 1.841 Vel = 6.95 0.0 EQ3 13.00 8.880 K Factor= 4.36 1 231.500 4.39 13.00 0.75 N 7.0 15.750 150 8.785 K= K @ EQ1 to 0.0 7.000 0.0 2 231.500 13.0 0.874 0.0 22.750 0.0944 2.148 Vel = 6.95 2 231.500 4.38 14.48 0.75 Eql 20.132 8.000 150 10.933 K= K @ EQ2 to 0.0 20.132 0.0 3 231.500 27.48 0.874 0.0 28.132 0.3771 10.609 Vel = 14.70 3 27.48 21.542 K Factor= 5.92 . 4 231.500 4.36 17.59 0.75 Eql 20.132 8.000 150 16.262 K= K @ EQ3 to 0.0 20.132 0.0 5 231.500 17.59 0.874 0.0 28.132 0.1652 4.648 Vel = 9.41 0.0 5 17.59 20.910 K Factor= 3.85 6 231.500 4.38 18.67 0.75 0 3.0 11.250 150 18.160 K= K @ EQ2 to 0.0 3.000 0.0 7 231.500 18.67 0.874 0.0 14.250 0.1844 2.627 Vel = 9.98 0.0 7 - 18.67 20.787 K Factor= 4.09 7 231.500 18.67 1.25 0.0 6.500 150 20.787 to 0.0 0.0 0.0 5 231.500 18.67 1.394 0.0 6.500 0.0189 0.123 Vel = 3.92 5 231.500 17.59 1.25 0.0 9.750 150 20.910 to 0.0 0.0 0.0 3 231.500 _ 36.26 1.394 0.0 9.750 0.0648 0.632 VeI = 7.62 3 231.500 27.48 1.25 0 6.0 70.500 150 21.542 to 0.0 6.000 0.0 8 231.500 63.74 1.394 0.0 76.500 0.1841 14.081 Vel = 13.40 8 231.500 0.0 1.5 2N 18.0 20.500 150 35.623 to 20 16.0 34.000 8.012 9 213 63.74 1.598 0.0 54.500 0.0947 5.159 Vel = 10.20 9 213 0.0 1.5 2N 18.0 35.500 150 48.794 to 0.0 18.000 0.0 TWR 213 63.74 1.598 0.0 53.500 0.0947 5.064 Vel = 10.20 . Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 14 , JET FIRE PROTECTION Page 4 Scholls Ferry Apartments Building 7 Date 9-1-2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure • TEST 92.0 91 1450.0 91.982 163.74 74.781 4 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD1 231.5 4.9 7.04 13.0 HD2 231.5 4.9 7.04 13.0 HD3 231.5 4.9 7.04 13.0 1 231.5 4.39 8.79 13.0 K=K @ EQ1 2 231.5 4.38 10.93 14.48 K=K @EQ2 4 231.5 4.36 16.26 17.59 K=K @ EQ3 6 231.5 4.38 18.16 18.67 K=K @ EQ2 7 231.5 20.79 5 231.5 20.91 3 231.5 21.54 8 231.5 35.62 9 213.0 48.79 TWR 213.0 53.86 BWR 203.0 58.99 - UG6 203.0 59.1 UG5 206.0 57.88 " UG7 203.0 59.17 • UG9 199.0 60.91 UG11 197.0 61.78 UG13 197.0 61.78 UG 15 196.0 62.22 UG20 198.0 61.37 UG19 202.0 59.63 UG17 206.0 57.89 UG22 195.0 62.69 UG23 195.0 62.71 UG24 195.0 74.78 TEST 195.0 74.78 100.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 final Calculations - Hazen-Williams JET FIRE PROTECTION Page 7 Scholls Ferry Apartments Building 7 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG24 195 0.0 8 T 55.354 20.000 140 74.778 to 0.0 55.354 0.0 TEST 195 63.74 8.27 0.0 75.354 0 0.003 Vel = 0.38 100.00 Qa = 100.00 TEST 163.74 74.781 K Factor= 18.93 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams r- JET FIRE PROTECTION Page 6 Scholls Ferry Apartments Building 7 Date 9-1-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf TWR 213 0.0 2 3V 19.526 6.000 150 53.858 to Bvca 11.158 30.683 4.331 BWR 203 63.74 2.157 0.0 36.683 0.0220 0.806 Vel = 5.60 BWR 203 0.0 4 T 26.334 16.000 120 58.995 to S 28.968 68.469 0.0 UG6 203 63.74 4.26 E 13.167 84.469 0.0012 0.102 Vel = 1.43 UG6 203 0.0 4 T 31.864 41.250 150 59.097 to 0.0 31.864 0.0 UG7 203 63.74 4.07 0.0 73.114 0.0010 0.073 Vel = 1.57 0.0 UG7 63.74 59.170 K Factor= 8.29 UG5 206 -32.97 6 T 38.342 142.750 150 57.879 to 0.0 38.342 1.299 UG7 203 -32.97 5.86 0.0 181.092 0 -0.008 Vel = 0.39 UG7 203 63.74 6 F 8.947 128.500 150 59.170 to 0.0 8.946 1.732 UG9 199 30.77 5.86 0.0 137.446 0 0.006 Vel = 0.37 UG9 199 0.0 6 F 8.947 202.750 150 60.908 to 0.0 8.946 0.866 UG11 197 30.77 5.86 0.0 211.696 0 0.010 Vel = 0.37 UG11 197 0.0 6 0.0 32.500 150 61.784 • to 0.0 0.0 0.0 ' UG13 197 30.77 5.86 0.0 32.500 0 0.001 Vel = 0.37 UG13 197 0.0 6 F 8.947 132.250 150 61.785 ' to 0.0 8.946 0.433 UG15 196 30.77 5.86 0.0 141.196 0 0.006 Vel = 0.37 UG15 196 0.0 6 2F 17.893 125.000 150 62.224 to T 38.342 56.235 -0.866 UG20 198 30.77 5.86 0.0 181.235 0 0.008 Vel = 0.37 UG20 198 -63.74 6 T 38.342 58.000 150 61.366 to 0.0 38.342 -1.732 UG19 202 -32.97 5.86 _ 0.0 96.342 -0.0001 -0.005 Vel = 0.39 UG19 202 0.0 6 0.0 219.000 150 59.629 to 0.0 0.0 -1.732 UG17 206 -32.97 5.86 0.0 219.000 -0.0001 -0.012 Vel = 0.39 UG17 206 0.0 6 0.0 123.250 150 57.885 to 0.0 0.0 0.0 UG5 206 -32.97 5.86 0.0 123.250 0 -0.006 Vel = 0.39 0.0 UG5 -32.97 57.879 K Factor= -4.33 UG20 198 63.74 6 0.0 159.000 150 61.366 to 0.0 0.0 1.299 UG22 195 63.74 5.86 0.0 159.000 0.0002 0.027 Vel = 0.76 UG22 195 0.0 6 F 8.947 108.000 150 62.692 to 0.0 8.946 0.0 UG23 195 63.74 5.86 0.0 116.946 0.0002 0.020 Vel = 0.76 UG23 195 0.0 8 Zcg 0.0 9.000 120 62.712 to 0.0 0.0 12.066 ** Fixed Loss = 12.066 . UG24 195 63.74 8.249 0.0 9.000 0 0.0 Vel = 0.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 7 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 15 238.750 4.20 12.54 1 T 3.568 2.000 100 8.920 to 0.0 3.568 0.0 4 17 238.750 24.71 1.049 0.0 5.568 0.2696 1.501 Vel = 9.17 _ 0.0 17 24.71 10.421 K Factor= 7.65 16 238.750 4.20 13.07 1 T 3.568 5.250 100 9.689 to 0.0 3.568 0.0 17 238.750 13.07 1.049 0.0 8.818 0.0830 0.732 Vel = 4.85 17 238.750 24.71 1 T 3.568 7.500 100 10.421 to 0.0 3.568 2.599 18 232.500 37.78 1.049 0.0 11.068 0.5915 6.547 Vel = 14.02 18 232.500 0.0 1 E 1.427 5.750 100 19.567 to 0.0 1.427 0.0 19 232.500 37.78 1.049 0.0 7.177 0.5916 4.246 Vel = 14.02 0.0 19 37.78 23.813 K Factor= 7.74 20 234 4.20 15.16 1 T 3.568 4.000 100 13.028 to 0.0 3.568 0.0 23 234 15.16 1.049 0.0 7.568 0.1091 0.826 Vel = 5.63 0.0 23 15.16 13.854 K Factor= 4.07 21 234 4.20 14.13 1 0.0 6.000 100 11.311 to 0.0 0.0 0.0 22 234 14.13 1.049 0.0 6.000 0.0958 0.575 Vel = 5.25 22 234 4.20 14.48 1 T 3.568 2.000 100 11.886 to 0.0 3.568 0.0 23 234 28.61 1.049 0.0 5.568 0.3534 1.968 Vel = 10.62 23 234 15.15 1 E 1.427 1.750 100 13.854 to 0.0 1.427 0.541 24 232.500 43.76 1.049 0.0 3.177 0.7765 2.467 Vel = 16.24 24 232.500 0.0 1 T 3.568 5.500 100 16.862 to 0.0 3.568 0.0 25 232.500 43.76 1.049 0.0 9.068 0.7764 7.040 Vel = 16.24 0.0 25 43.76 23.902 K Factor= 8.95 26 233.750 4.20 13.68 1 E 1.427 8.000 100 10.606 to 0.0 1.427 0.0 27 233.750 13.68 1.049 0.0 9.427 0.0903 0.851 Vel = 5.08 27 233.750 4.20 14.21 1 2E 2.855 11.000 100 11.457 to 0.0 2.855 0.0 28 233.750 27.89 1.049 0.0 13.855 0.3374 4.675 Vel = 10.35 28 233.750 4.20 16.87 1.25 T 4.282 3.750 100 16.132 to 0.0 4.282 0.433 33 232.500 44.76 1.38 0.0 8.032 0.2129 1.710 Vel = 9.60 0.0 33 44.76 18.275 K Factor= 10.47 29 233.750 4.20 11.42 1 E 1.427 8.000 100 7.392 - to 0.0 1.427 0.0 30 233.750 11.42 1.049 0.0 9.427 0.0646 0.609 Vel = 4.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 8 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 30 233.750 4.20 11.88 1 0.0 6.000 100 8.001 to 0.0 0.0 0.0 31 233.750 23.3 1.049 0.0 6.000 0.2418 1.451 Vel = 8.65 31 233.750 4.20 12.91 1 2E 2.855 8.250 100 9.452 to 0.0 2.855 0.0 32 233.750 36.21 1.049 0.0 11.105 0.5469 6.073 Vel = 13.44 32 233.750 4.20 16.55 1.25 T 4.282 3.750 100 15.525 to 0.0 4.282 0.433 33 232.500 52.76 1.38 0.0 8.032 0.2885 2.317 Vel = 11.32 0.0 33 52.76 18.275 K Factor= 12.34 35 236.750 4.20 12.71 1 E 1.427 8.000 100 9.159 to 0.0 1.427 0.0 36 236.750 12.71 1.049 0.0 9.427 0.0789 0.744 Vel = 4.72 36 236.750 4.20 13.22 1 T 3.568 5.000 100 9.903 to 0.0 3.568 0.0 42 236.750 25.93 1.049 0.0 8.568 0.2947 2.525 Vel = 9.63 0.0 42 25.93 12.428 K Factor= 7.36 37 236.750 4.20 12.03 1 E 1.427 8.000 100 8.206 to 0.0 1.427 0.0 38 236.750 12.03 1.049 0.0 9.427 0.0712 0.671 Vel = 4.47 38 236.750 4.20 12.52 1 0.0 6.000 100 8.877 to 0.0 0.0 0.0 40 236.750 24.55 1.049 0.0 6.000 0.2663 1.598 Vel = 9.11 0.0 40 24.55 10.475 K Factor= 7.59 39 242.250 4.20 11.20 1 E 1.427 10.750 100 7.111 to T 3.568 4.995 2.382 40 236.750 11.2 1.049 0.0 15.745 0.0624 0.982 Vel = 4.16 40 236.750 24.55 1 0.0 0.750 100 10.475 to 0.0 0.0 0.0 41 236.750 35.75 1.049 0.0 0.750 0.5347 0.401 Vel = 13.27 41 236.750 4.20 13.85 1.25 T 4.282 1.750 100 10.876 to 0.0 4.282 0.0 42 236.750 49.6 1.38 0.0 6.032 0.2573 1.552 Vel = 10.64 42 236.750 25.92 1.25 T 4.282 5.250 100 12.428 to 0.0 4.282 1.732 43 232.500 75.52 1.38 0.0 9.532 0.5603 5.341 Vel = 16.20 0.0 43 75.52 19.501 K Factor= 17.10 33 232.500 97.52 2 0.0 9.750 100 18.275 to 0.0 0.0 0.0 43 232.500 97.52 2.067 0.0 9.750 0.1257 1.226 Vel = 9.32 43 232.500 75.53 2 T 8.783 6.750 100 19.501 to 0.0 8.783 0.0 44 232.500 173.05 2.157 0.0 15.533 0.2950 4.583 Vel = 15.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 9 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 0.0 44 173.05 24.084 K Factor= 35.26 4 45 242.750 4.20 14.73 1 0.0 8.000 100 12.298 to 0.0 0.0 0.0 46 242.750 14.73 1.049 0.0 8.000 0.1036 0.829 Vel = 5.47 46 242.750 4.20 15.22 1 T 3.568 4.000 100 13.127 to 0.0 3.568 0.0 48 242.750 29.95 1.049 0.0 7.568 0.3846 2.911 Vel = 11.12 0.0 48 29.95 16.038 K Factor= 7.48 47 242.750 4.20 16.32 1 T 3.568 4.000 100 15.092 to 0.0 3.568 0.0 48 242.750 16.32 1.049 0.0 7.568 0.1250 0.946 Vel = 6.06 48 242.750 29.94 1.25 T 4.282 12.500 100 16.038 to 0.0 4.282 4.331 49 232.500 46.26 1.38 0.0 16.782 0.2263 3.797 Vel = 9.92 0.0 49 46.26 24.166 K Factor= 9.41 50 238.750 4.20 13.72 1 0.0 4.000 100 10.670 to 0.0 0.0 2.599 52 232.500 13.72 1.049 0.0 4.000 0.0908 0.363 Vel = 5.09 52 13.72 13.632 K Factor= 3.72 51 241.750 4.20 12.50 1 E 1.427 6.500 100 8.855 to T 3.568 4.995 3.898 52 232.500 12.5 1.049 0.0 11.495 0.0765 0.879 Vel = 4.64 52 232.500 13.72 1 0.0 4.000 100 13.632 to 0.0 0.0 -2.599 53 238.750 26.22 1.049 0.0 4.000 0.3008 1.203 Vel = 9.73_ 53 238.750 4.20 14.69 1 T 3.568 4.000 100 12.236 to 0.0 3.568 0.0 55 238.750 40.91 1.049 0.0 7.568 0.6853 5.186 Vel = 15.19 0.0 55 40.91 17.422 K Factor= 9.80 54 238.750 4.20 17.01 1 T 3.568 4.000 100 16.400 to 0.0 3.568 0.0 55 238.750 17.01 1.049 0.0 7.568 0.1350 1.022 Vel = 6.31 55 238.750 40.91 1.25 T 4.282 7.500 100 17.422 to 0.0 4.282 2.599 56 232.500 57.92 1.38 0.0 11.782 0.3429 4.040 Vel = 12.42 0.0 56 57.92 24.061 K Factor= 11.81 58 234 4.20 16.82 1 0.0 8.000 100 16.040 to 0.0 0.0 0.0 59 234 16.82 1.049 0.0 8.000 0.1324 1.059 Vel = 6.24 59 234 4.20 17.37 1 T 3.568 2.000 100 17.099 to 0.0 3.568 0.0 - 60 234 34.19 1.049 0.0 5.568 0.4916 2.737 Vel = 12.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams • JET FIRE PROTECTION Page 10 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf 60 234 0.0 1 0.0 2.000 100 19.836 to 0.0 0.0 0.541 61 232.500 34.19 1.049 0.0 2.000 0.4920 0.984 Vel = 12.69 t 61 232.500 0.0 1 T 3.568 5.500 100 21.361 to 0.0 3.568 0.0 62 232.500 34.19 1.049 0.0 9.068 0.4916 4.458 Vel = 12.69 0.0 62 34.19 25.819 K Factor= 6.73 63 240 4.20 17.38 1 0.0 8.000 100 17.129 to 0.0 0.0 0.0 64 240 17.38 1.049 0.0 8.000 0.1407 1.126 Vel = 6.45 64 240 4.20 17.95 1 T 3.568 4.000 100 18.255 to 0.0 3.568 0.0 65 240 35.33 1.049 0.0 7.568 0.5223 3.953 Vel = 13.12 65 240 0.0 1.25 T 4.282 7.500 100 22.208 to 0.0 4.282 3.140 66 232.500 35.33 1.38 0.0 11.782 0.1374 1.619 Vel = 7.58 0.0 66 35.33 26.967 K Factor= 6.80 67 232.500 -237.38 3 V 4.796 32.000 100 27.175 to 0.0 4.795 0.0 68 232.500 -237.38 3.26 0.0 36.795 -0.0709 -2.607 Vel = 9.12 68 232.500 130.07 3 X 12.469 13.600 100 24.568 to 0.0 12.469 0.0 69 232.500 -107.31 3.26 0.0 26.069 -0.01.63 -0.425 Vel = 4.12 69 232.500 0.0 3 V 4.796 15.500 100 24.143 to 0.0 4.795 0.0 13 232.500 -107.31 3.26 0.0 20.295 -0.0163 -0.331 VeI = 4.12 13 232.500 119.96 3 0.0 3.000 100 23.812 to 0.0 0.0 0.0 19 232.500 12.65 3.26 0.0 3.000 0.0003 0.001 Vel = 0.49 19 232.500 37.78 3 0.0 14.500 100 23.813 to 0.0 0.0 0.0 70 232.500 50.43 3.26 0.0 14.500 0.004. 0 0.058 Vel = 1.94 70 232.500 0.0 3 V 4.796 2.750 100 23.871 to 0.0 4.795 0.0 25 232.500 50.43 3.26 0.0 _ 7.545 0.0041 0.031 Vel = 1.94 25 232.500 43.77 3 0.0 10.750 100 23.902 to 0.0 0.0 0.0 57 232.500 94.2 3.26 0.0 10.750 0.0128 0.138 VeI = 3.62 57 232.500 -25.89 3 0.0 6.250 100 24.040 to 0.0 0.0 0.0 44 232.500 68.31 3.26 0.0 6.250 0.0070 0.044 Vel = 2.63 44 232.500 173.05 3 0.0 23.750 100 24.084 to 0.0 0.0 0.0 62 232.500 241.36 3.26 0.0 23.750 0.0731 1.735 Ve1 = 9.28 62 232.500 34.18 3 0.0 2.000 100 25.819 to 0.0 0.0 0.0 71 232.500 275.54 3.26 0.0 2.000 0.0935 0.187 Vel = 10.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 11 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe *****" Notes ****** Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ' 71 232.500 0.0 3 V 4.796 5.500 100 26.006 - to 0.0 4.795 0.0 66 232.500 275.54 3.26 0.0 10.295 0.0933 0.961 Vel = 10.59 66 232.500 35.33 3 0.0 11.500 100 26.967 to 0.0 0.0 0.0 72 232.500 310.87 3.26 0.0 11.500 0.1167 1.342 Vel = 11.95 72 232.500 -548.25 3 0.0 16.000 100 28.309 to 0.0 0.0 0.0 67 232.500 -237.38 3.26 0.0 16.000 -0.0709 -1.134 Vel = 9.12 0.0 67 _ -237.38 27.175 K Factor=-45.54 68 232.500 -130.07 3 0.0 17.250 100 24.568 to 0.0 0.0 0.0 49 232.500 -130.07 3.26 0.0 17.250 -0.0233 -0.402 Vel = 5.00 49 232.500 46.26 3 0.0 10.250 100 24.166 to 0.0 0.0 0.0 56 232.500 -83.81 3.26 0.0 10.250 -0.0102 -0.105 Vel = 3.22 56 232.500 57.92 3 X 12.469 5.500 100 24.061 to 0.0 12.469 0.0 57 232.500 -25.89 3.26 0.0 17.969 -0.0012 -0.021 Vel = 1.00 0.0 57 -25.89 24.040 K Factor= -5.28 72 232.500 548.25 4 X 15.036 26.000 100 28.309 to 2V 12.78 27.815 8.121 73 214 548.25 4.26 0.0 53.815 0.0906 4.874 Vel = 12.34 73 214 0.0 4 X 15.036 19.000 100 41.304 to 0.0 15.035 0.0 74 214 548.25 4.26 0.0 34.035 0.0906 3.083 Vel = 12.34 74 214 0.0 4 V 6.39 29.500 100 44.387 to 0.0 6.390 4.764 TDR 203 548.25 4.26 0.0 35.890 0.0906 3.251 Vel = 12.34 TDR 203 0.0 4 Bvca 7.518 5.000 100 52.402 to Dvc 19.734 54.317 0.0 BDR 203 548.25 4.26 S 20.674 59.317 0.0906 5.372 Vel = 12.34 V 6.39 BDR 203 0.0 4 E 13.167 12.000 120 57.774 to 0.0 13.167 0.0 UG6 203 548.25 4.26 0.0 25.167 0.0646 1.627 Vel = 12.34 _ UG6 203 0.0 4 T 31.864 41.250 150 59.401 to 0.0 31.864 0.0 UG7 203 54.8.25 4.07 0.0 73.114 0.0534 3.907 Vel = 13.52 0.0 UG7 548.25 63.308 K Factor= 68.90 UG5 206 -283.58 6 T 38.342 142.750 150 62.493 to 0.0 38.342 1.299 UG7 203 -283.58 5.86 0.0 181.092 -0.0027 -0.484 Vel = 3.37 UG7 203 548.25 6 F 8.947 128.500 150 63.308 - to 0.0 8.946 1.732 _ UG9 199 264.67 5.86 0.0 137.446 0.0024 0.324 Vel = 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams JET FIRE PROTECTION Page 12 Scholls Ferry Apartments Building 7 Dry Date 6-27-2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe ******* Notes ****** Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf UG9 199 0.0 6 F 8.947 202.750 150 65.364 to 0.0 8.946 0.866 UG11 197 264.67 5.86 0.0 211.696 0.0024 0.498 Vel = 3.15 UG11 197 0.0 6 0.0 32.500 150 66.728 to 0.0 0.0 0.0 UG13 197 264.67 5.86 0.0 32.500 0.0023 0.076 Vel = 3.15 UG13 197 0.0 6 F 8.947 132.250 150 66.804 to 0.0 8.946 0.433 UG15 196 264.67 5.86 0.0 141.196 0.0024 0.333 Vel = 3.15 UG15 196 0.0 6 2F 17.893 125.000 150 67.570 to T 38.342 56.235 -0.866 UG20 198 264.67 5.86 0.0 181.235 0.0024 0.426 Vel = 3.15 UG20 198 -548.25 6 T 38.342 58.000 150 67.130 to 0.0 38.342 -1.732 UG19 202 -283.58 5.86 0.0 96.342 -0.0027 -0.258 Vel = 3.37 UG19 202 0.0 6 0.0 219.000 150 65.140 to 0.0 0.0 -1.732 UG17 206 -283.58 5.86 0.0 219.000 -0.0027 -0.586 Vel = 3.37 UG17 206 0.0 6 0.0 123.250 150 62.822 to 0.0 0.0 0.0 UG5 206 -283.58 5.86 0.0 123.250 -0.0027 -0.329 Vel = 3.37 0.0 UG5 -283.58 62.493 K Factor=-35.87 UG20 198 548.25 6 0.0 159.000 150 67.130 to 0.0 0.0 1.299 UG22 195 548.25 5.86 0.0 159.000 0.0091 1.440 Vel = 6.52 UG22 195 0.0 6 F 8.947 108.000 150 69.869 to 0.0 8.946 0.0 UG23 195 548.25 5.86 0.0 116.946 0.0091 1.059 Vel = 6.52 UG23 195 0.0 8 Zcg 0.0 9.000 120 70.928 to 0.0 0.0 8.655 * * Fixed Loss= 8.655 UG24 195 548.25 8.249 0.0 9.000 0.0026 0.023 Vel = 3.29 UG24 195 0.0 8 T 55.354 20.000 140 79.606 to 0.0 55.354 0.0 TEST 195 548.25 8.27 0.0 75.354 0.0019 0.145 Vel = 3.27 100.00 Qa = 100.00 TEST 648.25 79.751 K Factor= 72.59 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Spare Sprinkler Head Storage Cabinet Description Fire Protection Products, Inc. Spare Sprinkler Head Cabinets are designed to allow for spare sprinkler head storage as required by NFPA guidelines. The Spare Sprinkler Head Cabinets are available Specifications in six configurations. Three head, six head, six head ESFR, twelve head, twenty-four head and thirty-six head. All six styles are Material: manufactured with "knockouts" to accommodate the most common Painted plain steel size sprinklers. The shelf is located to allow for the storage of a typical sprinkler head wrench. Each cabinet is finished with a red Finish: enamel fi nish. Each spare head cabinet comes with a hinged Red enamel door which remains closed to protect the spare sprinklers from the Styles: elements and features two holes on the back panel to allow for 3 Spare sprinklers, attachment to most surfaces utilizing the appropriate fasteners. 1/2 or 3/4 Not intended for exposed or harsh environments. 6 Spare sprinklers, 1/2 or 3/4 Installation 6 Spare, ESFR, Select the correct Spare Once the correct Spare Sprinkler 1/2 , 3/4 or 1" Sprinkler Head Cabinet in Head Cabinet has been select- 12 Spare sprinklers accordance with the Automatic ed, installation is accomplished 1/2 or 3/4 Sprinkler Systems Handbook. by inserting the correct fastener 24 Spare sprinklers As per the 1989 Edition the in each of the two holes inside 36 Spare sprinklers correct number of spare the cabinet, securing the cabinet sprinkler is as follows: securely to the wall. The insert the correct number and type of "0-300 sprinklers, not less than 6 sprinklers in accordance with the 300-1000, not less than 12 "handbook". 1000 or more, not less than 24. Stock of spare sprinklers shall *Final determination is subject to approval by the AHJ. include all types and ratings installed."* FPPI* Fire Protection Products, Inc 6241 Yarrow Dr.,Suite A,Carlsbad,CA 92011-1541 ©2000-2007 Fire Protection Products,Inc(FPPI) For questions: 1 800 344-1822.1 800 344-3775 fax•www.fppi.com P POTTER BELLS The Symbol of Protection PBA-AC &MBA-DC UL,ULC,and FM Approved Sizes Available: 6"(150mm),8"(200mm)and 10"(250mm) Voltages Available: 24VAC ty. 120VAC 12VDC(10.2 to 15.6)Polarized 24VDC(20.4 to 31.2)Polarized Service Use: Fire Alarm General Signaling 47" Burglar Alarm Environment: Indoor or outdoor use(See Note 1) -40°to 150°F(-40°to 66°C) (Outdoor use requires weatherproof backbox.) (E) Termination: AC Bells-4 No. 18 AWG stranded wires J ()<) DC Bells-Terminal strip,* Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire,burglar or general Notes: signaling devices. They have low power consumption and high decibel 1. Minimum dB ratings are calculated from integrated sound pressure ratings.The unit mounts on a standard 4"(101mm)square electrical box measurements made at Underwriters Laboratories as specified in UL for indoor use or on a model BBK-1 weatherproof backbox or BBX-I Standard 464. UL temperature range is-30°to 150°F(-34°to 66°C). deep weatherproof backbox for outdoor applications. Weatherproof 2. Typical dB ratings are calculated from measurements made with a backbox model BBK-1,Stock No. 1500001. conventional sound level meter and are indicative of output levels in an actual installation. 3. ULC only applies to MBA DC bells. Size inches Voltage Model Stock Current Typical dB at Minimum dB at (mm) Number Number (Max.) 10 ft.(3m)(2) 10 ft.(3m)(1) 6(150) 12VDC MBA-6-12 1750070 .12A 85 76 8(200) 12VDC MBA-8-12 1750080 .12A 90 77 10(250) 12VDC MBA-10-12 1750060 .12A 92 78 6(150) 24VDC MBA-6-24 1750100 .06A 87 77 8(200) 24VDC MBA-8-24 1750110 .06A 91 79 10(250) 24VDC MBA-10-24 1750090 .06A 94 80 6(150) 24VAC PBA246 1806024* .17A 91 78 8(200) 24VAC PBA248 1808024* .17A 94 77 10(250) 24VAC PBA2410 1810024* .17A 94 78 6(150) 120VAC PBA1206 1806120* .05A 92 83 8(200) 120VAC PBA1208 1808120* .05A 99 84 10(250) 120VAC PBA12010 1810120* .05A 99 86 All DC bells are polarized and have built-in transient protection. *Does not have ULC listing. In outdoor or wet installations,bell must be mounted with weatherproof backbox,BBK-1 or BBX-1.Standard electrical boxes will not provide a weatherproof enclosure.If the bell and/or assembly is exposed to moisture,it may fail or create an electrical hazard. Potter Electric Signal Company, LLC • St. Louis, MO, • Phone: 866-572-3005/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MFG.#5400776-REV V-1 PAGE 1 OF 2 01/13 ES-A-I n B u i l d i ng Riser For Fire Protection Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative LEAD FREE* Series IBR In-Building Risers Customizable Sizes: 4" -10" (100-250mm) 0 Building Floor f t t • Building perimeter wall A f SNCL 6'x6'standard length - • (custom lengths from 3'-20'available) trQ ra>d Flow Features Series IBR In-Building Risers are used to connect the main fire supply to the building overhead fire system.The fitting passes under the foundation without joints and ex- •Cost savings tends up through the floor. Provided with installation tabs,the unit has a CIPS(Cast •Corrosion resistant stainless steel Iron Pipe Size)coupler for easy connection to the underground supply(AWWA C900 construction,type 304 PVC and Ductile Iron Pipe)and industry standard grooved-end connection(AWWA •Ease of installation and light weight allows C606)on the building side for easy connection to the overhead fire sprinkler system. one person to position and handle the riser The IBR features Lead Free*construction to comply with Lead Free*installation requirements. •Minimal site preparation;joint restraint one Ames In-Building Risers are precision engineered and manufactured to provide piece construction reduces time and labor; no missing parts, no leaks; easily identifiable exceptional reliability and reduce installation time&labor costs associated with field for approvals assembly. In accordance with NFPA 24,the UL/FM approved In-Building Risers •Includes Test Cap and Coupler replace numerous fittings,elbows&spools and reduces the possibility of leaks or failure in comparison to traditional installation methods and materials. Factory tested •UL/FM approved integrity ensures the highest quality installation.The use of stainless steel significantly •Sizes: available in 4"-10" (100-250mm) increases the reliability and life of the riser. with various lengths to meet local require- ments *The wetted surface of this product contacted by consumable water contains less •Designed to meet NFPA 24 than 0.25%of lead by weight. •AWWA C900 Inlet/DIP •AWWA C606 Outlet Ames Fire&Waterworks product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measure- ments,please contact Ames Fire&Waterworks Technical Service.Ames Are&Waterworks reserves the right to change or modify product design,construction, specifications,or materials without prior notice and without incuning any obligation to make such changes and modifications on Ames Fire&Waterworks products A M E S previously or subsequently sold. FIRE&WATERWORKS Specifications Standards In-Building Riser shall be installed as indicated on the plans. NFPA— Designed to allow the contractor to conform to NFPA Riser shall be composed of a single extended 90 degree fitting 24 of fabricated 304 stainless steel tubing,maximum working Where a riser is close to building foundations,underground pressure 200psi(14 bar).The fitting shall have a grooved-end fittings of proper design and type shall be used to avoid pipe joints connection on the outlet(building)side and a CIPS coupler on being located under the foundations. the inlet(underground)side.The grooved end shall include a coupler and cap to facilitate testing of the underground pip- End Connections ing.The In-Building Riser shall be an Ames Fire&Waterworks Series IBR. Horizontal End:Mates with Ductile Iron Pipe and AWWA C900 Pipe(PVC Pipe with Ductile Iron Pipe Equivalent OD's) Utilizes Gasket conforming to UL 157 with"Lock in" gasket configuration Approvals Fittings FM class 1920 SIZE(DN) MATING PIPE OD UL HKQA(4"-10") in. mm in. mm ® ® 4 100 6 150 4.8 122 6.9 175 8 200 9.1 230 10 250 11.1 282 Dimensions-Weights -A 1 1 Vertical End: um =-I Meets AWWA C-606 dimensions for roll grooved pipe �� Grooved End (Flange Optional) Meets AWWA C-207 class D for flanges Ratings Meets AWWA C-900 pressure class 200,DR 14 Pipe B Testing Welds are 100%leak tested at the factory .1.1% ----1 CIPS Coupling Tie-Rod Bracket SIZE DESIGN PROOF PRESSURE in. mm psi bar 4 100 1000 70 FIE c IA 6 150 1000 70 8 200 800 56 10 250 800 56 SIZE(DN) WEIGHT A(OD) B C in. mm in. mm ft cm ft. cm lbs. kg NOTICE 4 100 41/2 114 6 183 6 183 71 32 Inquire with governing authorities for local installation 6 150 6% 168 6 183 6 183 98 44 requirements 8 200 8% 219 6 183 6 183 129 59 10 250 10% 273 6 183 6 183 202 92 **Each B(vertical)and C(horizontal)leg is customizable from 3'to 20'with UUFM NOTICE approvals.Consult with your factory representative for details. The information contained herein is not intended to replace the full product installation and safety information available or the experience of a trained product installer.You are required to thoroughly read all installation instructions and product safety information before beginning the installation of this product. A AMES FIRE&WATERWORKS A Watts Water Technologies Company USA:Backflow Tel:(978)689-6066•Fax:(978)975-8350•AmesFireWater.com USA:Control Valves Tel:(713)943-0688•Fax:(713)944-9445•AmesFireWater.com Canada: Tel:(905)332-4090•Fax:(905)332-7068•AmesFireWater.ca Latin America: Tel:(52)81-1001-8600•Fax:(52)81-8000-7091 •AmesFireWater.com ES-A-InBuildingRiser 1540 ©2015 Ames Fire&Waterworks P POTTER BELLS ® The Symbol of Protection PBA-AC &MBA-DC Bells Dimensions Inches(mm) Wiring(rear view) Fig. 1 Fig.3 A.C.BELLS [ .1 10" WHITE(IN WHITE(OUT) (250) 8" I —cs.1__(200) FROM CONTROL ,6" PANEL OR • '(150) 0 PRECEDING BELL \ -- BLACK(IN) _l/IW l/ BLACK(OUT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE EVAND OUT LEADS AS SHOWN. _..j 2 11/16" (68) DWG71776-1 NOTES: 1.WHEN USING AC BELLS.TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2.END-OF-LINE RESISTOR IS NOT REQUIRED ON AC BELLS. OW.7,3 Weatherproof Backbox Dimensions Inches(mm) Fig.2 FACP Box has one threaded 1/2"conduit entrance 1` - ����� 5 3/4" 0 - 3 3/8" 5" flimimmilm. To Next (146) (86) (127) Device or End-of-Line Com/ Resistor _l___,_ 3 3/8" 1 5/8" (86) (41) f_ 41/4" (108) Installation DWG#776-2 1. The bell shall be installed in accordance with NFPA 13,72,or local AHJ.The top of the device shall be no less than 90"AFF and not less than 6"below the ceiling. 2. Remove the gong. 03. Connect wiring(see Fig.3). 4. Mount bell mechanism to backbox(bell mechanism must be Omounted with the striker pointing down). 010- 5. Reinstall the gong(be sure that the gong positioning pin,in the mechanism housing,is in the hole in the gong). 5�� 6. Test all bells for proper operation and observe that they can BBX-1 ti be heard where required(bells must be heard in all areas as designated by the authority having jurisdiction). Failure to install striker down will prevent bell from operating. PRINTED IN USA MFG.#5400776-REV V-1 PAGE 2 OF 2 01/13 Product Information M`Ti FS-ONE High Performance Intumescent Firestop Sealant ,L Product description .....: ,..;: ...„,..4:q:'''r • ■ Intumescent(expands when exposed to fire)firestop sealant that f ' 5fi helps protect combustible and non-combustible penetrations for y up to 4 hours fire rating Product features )�' .',,,,7,'' , ■ Smoke,gas and water resistant after material has curedgiitr ■ Contains no halogen,solvents or asbestos , ■ High fire rating properties „ f d " f • Water based,easy to clean ,., "TM 1 IN Protects most typical firestop penetration applications ■ Paintable ,,,4.par .. :' "1 k . , i. FS-ONE *r.: • Single component systems available Chemical basis Water-based intumescent acrylic dispersion ■ Meets LEEDTm requirements for indoor environmental quality credit 4.1 Low Emitting Materials,Sealants and Adhesives and 4.2 Paints Color Red and Coatings Application temperature 40°F to 104°F(5°C to 40°C) Skin forming time Approx.20-30 min. Areas of application Curing time Approx.2 mm/3 days ■ Steel,copper and EMT pipes Movement capability Approx.5% • Insulated steel and copper pipes Expansion rate(unrestricted) Up to 3-5 times original volume ■ Cable bundles Temperature resistance(cured) -40°F to 212°F(-40°C to 100°C) ■ Closed or vented plastic pipes Surface burning characteristics Flame Spread:0 ■ HVAC penetrations (ASTM E 84-96) Smoke Development:5 Sound transmission classification 56(Relates to specific construction) For use with (ASTM E 90-99) ■ Concrete,masonry,drywall and wood floor assemblies Approvals • Wall and floor assemblies rated up to 4 hours •California State Fire Marshal- No.4485-1200:108 •City of New York-MEA 326-96-M Vol.IV Examples Tested in accordance with ■ Sealing around combustible pipe penetrations in fire rated •UL 1479 •ASTM E 814 •ASTM E 84 construction *At 73°F(23°C)and 50%relative humidity • Sealingaround non-combustible penetrations in fire rated pssrF� FILL,VOID OR CAVITY MATERIAL '* t'Y•„r `o construction oOo FOR USE IN THROUGH-TEMSTRATION 41> FIRESTOP SYSTEMS srsT�Err *1 C SEE UL FIRE RESISTANCE DIRECTORY APPROVED 66Y7 Installation instructions for FS-ONE Notice 4. Smoothing of firestop sealant:To complete the • On materials where oil,plasticizers or solvents may • Before handling,read Material Safety Data Sheet seal,tool immediately to give a smooth appearance. bleed i.e.impregnated wood,oil based seals,green and product label for safe usage and health Excess sealant,prior to curing,can be cleaned away or partially vulcanized rubber information. from adjacent surfaces and tools with water. • In any penetration other than those specifically • Instructions below are general guidelines—always 5. Leave completed seal undisturbed for 48 hours. described in this manual or the test reports refer to the applicable drawing in the UL Fire 6. For maintenance reasons,a penetration seal could Storage Resistance Directory or Hilti Firestop Systems Guide be permanently marked with an identification plate. • Store only in the original packaging in a location for complete installation information In such a case,mark the identification plate and protected from moisture at temperatures between Opening fasten it in a visible position next to the seal. 40°F(5°C)and 86°F(30°C) 1. Clean the opening.Surfaces to which FS-ONE will Not for use • Observe expiration date on the packag be applied should be cleaned of loose debris,dirt, • High movement expansion joints oil,moisture,frost and wax.Structures supporting • Underwater penetrating items must be installed in compliance with local building and electrical standards. T 4i ] IW ' 1 #'i Application of firestop sealant41)2. Install the prescribed backfilling material type anddepth to obtain the desired rating(if required).Leavesufficient depth for applying FS-ONE. 3. Application of firestop sealant:Apply FS-ONE to the 1.Clean opening. 2.Pack mineral wool. 3.Apply FS-ONE. 4.Smooth 5.Leave completed 6.Fasten identification carbo (If required) FS-ONE. seal undisturbed for plate ft required). required depth in order to obtain the desired fire rating. 48 Fours. Make sure FS-ONE contacts all surfaces to provide maximum adhesion.For application of FS-ONE use a �+r. standard caulking gun,foil pack gun,bulk loader and lit' t� *p f g bulk gun.With FS-ONE buckets,Graco type sealant H ' pumps may be used.(Contact pump manufacturer for d 1 proper selection). ' � ~' 1.Clean opening. 2.Pack mineral wool. 3.Apply FS-ONE. 4.Smooth 5.Live completed 6.Fasten Identification (If required) FS-ONE. seal undisturbed for plate Of required). 48 Fours. Hilti. Outperform. Outlast. Hilti,Inc.(U.S.)1-800-879-8000•www.us.hilti.com•en espanol 1-800-879-5000•Hilti Firestop Systems Guide rAiteri it i MSDS No.: 259 Revision No.: 010 Revision Date: 08/17/04 Page: 1 of 2 Product name: FS-ONE High Performance Intumescent Firestop Sealant Description: One-part acrylic-based sealant Supplier: Hilti, Inc. P.O.Box 21148,Tulsa,OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300(USA,PR,Virgin Islands,Canada);001 703 527 3887(other countries) INGREDIENTS AND EXPOSURE UMITS Ingredients: CAS Number: PEL: TLV: STEL: Polyacrylate dispersion Mixture NE NE NE Calcium carbonate 001317-65-3 5 mg/m,(T) 10 mg/m3(1) NE Zinc borate 138265-88-0 NE NE NE Ammonium polyphosphate 068333-79-9 NE NE NE Talc 014807-96-6 20 mppcf 2 mg/m3 NE Expandable graphite 012777-87-6 5 mg/m3(1) 2 mg/rri'M NE Ethylene glycol 000107-21-1 NE C:100 mg/m,(A) NE Polybutene 009003-29-6 NE NE NE Iron oxide 001309-37-1 10 mg/m3 5 mg/m3 NE Glass filament 065997-17-3 NE 5 mg/m3(T) NE Silicon dioxide 014808-60-7 0.05 mg/a?(1) 0.1 mg/m'(r) NE Water 007732-18-5 NE NE NE Abbreviations: PEL=OSHA Permissible Exposure Limit. TLV=ACGIH Threshold Limit Value. C=Ceiling. STEL=Short Term Exposure Limit. NE=None Established. NA=Not Applicable. (T) indicates"as total dust". (R)indicates"as respirable fraction". (A)indicates as an aerosol". mppcf=million particles per cubic foot. PHYSICAL DATA Appearance: Red paste. Odor: Odorless. Vapor Density: (air=1) Not determined. Vapor Pressure: 23mbar 0 20C/68F Boiling Point: Not applicable. VOC Content: 75.0 g/L. Evaporation Rate: Not applicable. Solubility in Water: Soluble. Specific Gravity: 1.5 pH: Not determined. FIRE AND EXPLOSION HAZARD DATA Flash Point: Non-flammable. Flammable Limits: Not applicable. Extinguishing Media: Not applicable. Use extinguishing media as appropriate for surrounding fire. Special Fire Fighting Procedures: None known.Use a self-contained breathing apparatus when fighting fires involving chemicals. Unusual Pre and Explosion Hazards: None known. Thermal decomposition products can be formed such as oxides of carbon, sulfur and phosphorous. REACTIVITY DATA Stability: Stable. Hazardous Polymerization: Will not occur. Incompatibility: Strong acids,peroxides,and oxidizing agents. Decomposition Products: Thermal decomposition can yield CO and CO2. Conditions to Avoid: None known. HEALTH HAZARD DATA Known Hazards: None known. Signs and Symptoms of Exposure: Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Medical Conditions Eye and skin conditions. Aggravated by Exposure: Routes of Exposure: Dermal. Hilti Firestop Saving Lives 10 through innovation and education Hilti. Outperform. Outlast. HIM, Inc, US.)( 1-800-879-8000•www.us.hlitl.com•en espatiol 1-800-879-5000•Hai(Canada)Corp.1-800-363-4458 www.hII1Lcs � M t S tcty t �c t a.tGet�SPS�_ MSDS No.: 259 Revision No.: 010 Revision Date: 08/17/04 Page: 2 of 2 Carcinogenicity: IARC classifies crystalline silica(quartz sand)as Group I based upon evidence among workers in industries where there has been long-term and chronic exposure(via inhalation)to silica dust;e.g.mining,quarry,stone crushing,refractory brick and pottery workers. This product does not pose a dust hazard;therefore,this classification is not relevant. Based upon the nature and intended use of this product,it does not pose an increased cancer risk to workers. EMERGENCY AND FIRST AID PROCEDURES Eyes: Immediately flush with plenty of water. Call a physician if symptoms occur. Skin: Immediately wipe off material and wash with soap and water. Material can adhere to the skin. if material has adhered to the skin,use an abrasive containing hand cleaner. If material does not come off,buff with a pumice stone. Inhalation: Move victim to fresh air if discomfort develops. Call a physician if symptoms persist. ingestion: Seek medical attention. Do not induce vomiting unless directed by a physician.If a large quantity was ingested,give 1 to 2 glasses of water to dilute. Never give anything by mouth to an unconscious person. Other: Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT Ventilation: General(natural or mechanically induced fresh air movements). Eye Protection: Not required,however,safety glasses should be worn in most industrial settings. Skin Protection: Avoid skin contact.Cloth gloves are suitable for hand protection. Respiratory Protection: poprovved respirator with organic vaporcartridges. Never enter a confinedyspace without p� y inadequatevapors,use a an appropriate air-supplied respirator. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storing Precautions: Store in a cool,dry area preferably between 40o and 770 F. Keep from freezing. Do not store in direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene;i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow labeVuse instructions. Spill Procedures: Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local,state,or federal requirements. REGULATORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. HMIS Codes: Health 1, Flammability 0, Reactivity 0, PPE B DOT Shipping Name: Not regulated. IATA/ICAO Shipping Name: Not regulated. TSCA Inventory Status: Chemical components listed on TSCA inventory.SARA Title III,Section 313:This product contains<3%ethylene glycol(CAS 107-21-1)and<15%zinc borate(re:zinc compounds)which are subject to reporting under Section 313 of SARA Title III(40 CFR Part 372). EPA Waste Code(s): Not regulated by EPA as a hazardous waste. Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local,state,and federal safety,health and environmental regulations. • CONTACTS Customer Service: 1 800 879 8000 Technical Service:1 800 879 8000 Health/Safety: 1 800 879 6000 Jerry Metcalf(x6704) Emergency# (Chem-Trec): 1 800 424 9300(USA,PR,Virgin Islands,Canada); 001 703 527 3887(other countries) The information and recommendations contained herein are based upon data believed to be correct;however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. TIIIiHitti Firestop Saving Lives through innovation and education Hllti. Outperform. Outlast. Hitti.Inc.(11.S.)1-800-879-8000•www.us,hlltt.Com•en espanol 1-800-879-5000•Filth(Canada)Corp.1-800-363-4458 www.hlltl.cs ti C prtifica of Corn fiance Certificate Number 20100512-R13240 Page 1 of 1 Report Reference 2010 May 12 Issue Date 2010 May 12 II Underwriters Y. • Labor a or es Inca Issued to: Hilti, Inc 54 S 122ND East AVe Tulsa,OK 74146 USA This is to certify that Fill, Void or Cavity Materials representative samples of FS-ONE Have been investigated by Undet writers Laboratories Inc.®(UL)or any authorized licensee of UL in accordance with the Standard(s)indicated on this Certificate. Standard(s)for Safety: ANSUUL 1479,ANS UUL 2079,CAN/ULC-S115-05 OS Third Edition,revised March 1,2010 • Additional Information: FS-ONE Sealant for use in Joint Systems and FS-ONE for use in Through-Penetration Firestop Systems as currently described in the UL Fire Resistance Directory. Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow-Up Service. The UL Classification Mark includes:UL in a circle symbol V with the word"CLASSIFIED"(as shown);a control number (may be alphanumeric)assigned by UL;a statement to indicate the extent of UL s evaluation of the product, and,the product category name(product identity)as indicated in the appropriate:UI..Directory Look for the UL Classification Mark on the product Issued by: Reviewed $lervices 7ne �, :f cr Certificate of Com ' Fiance Certificate Number 20060214-R13240E Page 1 of 1 Report Reference 2006 February 14 Issue Date 2006 February 14 Underwriters YL Laboratories Inc.,. Issued to: Hilti, Inc. 5400 S 122ND East Ave Tulsa,OK 74146 USA This is to certify that Fill, Void or Cavity Materials representative samples of FS-ONE Have been investigated by Underwriters Laboratories Inc.®in accordance with the Standard(s)indicated on this Certificate. Standard(s)for Safety: ANSUUL 1479,ANSI/UL 2079,CAN/ULC-S115-05 Additional Information: FS-ONE Sealant for use in Joint Systems and FS-ONE for use in Through- Penetration Firestop Systems as currently described in the UL Fire Resistance Directory. Only those products bearing the UL Classification Mark should be considered as being covered by UL's Classification and Follow-Up Service. The UL Classification Mark includes: UL in a circle symbol: de with the word "CLASSIFIED" (as shown); a control number (may be alphanumeric) assigned by UL; a statement to indicate the extent of UL's evaluation of the product;and,the product category name(product identity)as indicated in the appropriate UL Directory. Look for the UL Classification Mark on the product Issued by: Reviewed by: etriA ea Couloute n `..ratoriesInc. Underwriters Laboratories Inc. Underwriters V 1■■II�TI Hilti North America 5400 South 122nd East Avenue Tulsa,OK 74146 P.O.Box 21148 I Tulsa,OK 74121-1148 T 1-800-879-8000 I F 918-252-6742 www.hilti.com June 27, 2008 To Whom It May Concern: Re: Hilti FS-ONE Intumescent Firestop The Hilti FS-ONE Intumescent Firestop is manufactured in Kaufering, Germany. The FS-ONE pail is made of polyethylene and can be completely recycled. There is no post- consumer or post-industrial content in FS-ONE and it cannot be recycled. The VOC content for FS-ONE is 75 grams/liter. FS-ONE is not regulated as a hazardous waste by the Federal EPA Standards. The regulations for the disposal of non-regulated industrial waste can vary from state to state and even city to city. For this reason, you should consult your local and state regulatory agencies for direction on disposal. Please feel free to contact me at (918) 252-6704 if you have questions. Sincerely, Jerry Metcalf MPH, CHMM Safety/Environmental Manager Hilti Inc (918) 252 6704 ierrv.metcalfa_hilti.com NOTES/DEFINITIONS: 1. Post-Consumer Recycled Content: Portion of material or product derived from discarded consumer waste that has been recovered for use as a raw material[e.g.,plastic bottles, newspaper] 2. Post Industrial Recycled Content: Portion of material or product derived from recovered industrial and mfg.materials that are diverted from municipal solid waste for use in a different mfg.process,prior to use by a consumer[e.g.,fly-ash in concrete or synthetic gypsum board,both of which are by-products of coal-burning power plants].Spills and scraps from the original manufacturing process that are combined with other constituents after a minimal amount of reprocessing for use in further production of the same product do not qualify. 3. Manufactured: Final assembly of components into building product that is furnished and installed by trades[e.g.,if the hardware comes from Dallas,TX,the lumber from Keene, NH,and the joist is assembled in Kent,WA;then the location of final assembly is Kent,WA]. www.nosvisualizer.com/calculators can be used to calculate straight-line distance between project site/New York,NY and location of manufacture and raw material source. Note:location noted on material data sheets is often corporate location;need manufacturer to verify actual manufacture location. 4. Raw Materials: Virgin or recovered resources from which the product's components are made[i.e.,before processing or manufacturing]. 5. Rapidly Renewable: Materials and products made from raw materials that are harvested within a 10-year cycle[e.g.,bamboo,cork,linoleum,fast-growing poplar,wheatboard,wool carpet]. 6. FSC Certified: Wood-based products that are certified by the Forest Stewardship Council and carry a Chain-of-Custody certificate number from the vendor or manufacturer. 7. VOC Content: The quantity of volatile organic compounds contained in products such as adhesives,sealants and architectural coatings.VOC content is to be reported in grams/liter or lbs/gallon,less water and any exempt compounds/solvents. CONTRACTOR CERTIFICATION: I, a duly authorized representative of hereby certify that the information contained herein accurately represents the listed"green building"characteristics of the materialt�o be provided by our company as components of the building construction.Furthermore, _J I understand that any change in such"green building"material characteristics during the purchasing and/or installation period will require prior written approval from the Construction Manager and Owner. SIGNATURE OF AUTHORIZED REPRESENTATIVE: DATE: P. of y RSDS No.: 059 'MI ,IIMMIM ' Revision No.: 010 Revision Date: 08/17/04 ® Page: 1 of 2 MATERIAL SAFETY DATA SI4EET- Product name: FS-ONE High Performance Intumescent Firestop Sealant Description: One-part acrylic-based sealant Supplier: Hilti, Inc. P.O.Box 21148,Tulsa,OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300(USA,PR,Virgin Islands,Canada);001 703 527 3887(other countries) iNGREDTENT ,AND EXPOSURE LIMITS fi 7 �,vr �# °' �olyacrylter .� .;."r "„ Padispersion Mixture NE NE NE Calcium carbonate 001317-65-3 5 mg/m3(T) 10 mg/m3(T) NE Zinc borate 138265-88-0 NE NE NE Ammonium polyphosphate 068333-79-9 NE NE NE Talc 014807-96-6 20 mppcf 2 mg/m3 NE Expandable graphite 012777-87-6 5 mg/m3(T) 2 mg/m3(T) NE Ethylene glycol 000107-21-1 NE C:100 mg/m3(A) NE Polybutene 009003-29-6 NE NE NE Iron oxide 001309-37-1 10 mg/m3 5 mg/m3 NE Glass filament 065997-17-3 NE 5 mg/m3(T) NE Silicon dioxide 014808-60-7 0.05 mg/m3(T) 0.1 mg/m3(T) NE Water 007732-18-5 NE NE NE Abbreviations: PEL=OSHA Permissible Exposure Limit. TLV=ACGIH Threshold Limit Value. C=Ceiling. STEL=Short Term Exposure Limit. NE=None Established. NA=Not Applicable. (T)indicates"as total dust". (R)indicates"as respirable fraction". (A) indicates"as an aerosol". mppcf=million particles per cubic foot. PFHYSK ,L DATA '`Appearance: Red paste. Odor: Odorless. Vapor"Density: (air=1), Not determined. Vapor Pressure: 23mbar @ 20C/68F Boiling Point# Not applicable. VOC..Content 75.0 g/L. Evaporation 4te Not applicable. Solubility in Water Soluble. Specifraity: ' 1.5 -.pH ,.} Not determined. FIRE AND EXPLOSION HADD DATA : FIas0oaf � . Non-flammable. gd=Iammable L`amits Not applicable. i; IngUish ng Media: Not applicable. Use extinguishing media as appropriate for surrounding fire. mow. :£"S. cial Fire Fighting , None known.Use a self-contained breathing apparatus when fighting fires involving chemicals. Procedures: x Unusual Fire and Explosion None known. Thermal decomposition products can be formed such as oxides of carbon, sulfur Hazards: w t .:: and phosphorous. REACTIVITY DATA rv StabilityStable. 'Hazardous Polymerization: Wi •ll not occur. ¥ ompatibilityStrong acids,peroxides,and oxidizing agents. Decomposition Products. Thermal decomposition can yield CO and CO2. Conditions to:Avoid: None known. HEALTH HAZARD DATA Known Hazards: 4f;','-''''' None known. Signs and Symptoms of Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Exposure, Medical Condition. . Eye and skin conditions. Aggravated by°,Exposure Routes of Exposure Dermal. HILTI®is a registered trademark of Hilti Corp. • N Carc➢no en :: IARC classifies crystalline silica uartz sand as Group.I based u on evidence amongworkers in g * industries where there has been long-term and chroic exposure (via inhalation)tsilica dust; e.g. mining, quarry, stone crushing, refractory brick and pottery workers. This product does not v pose a dust hazard; therefore, this classification is not relevant. Based upon the nature and intended use of this product,it does not pose an increased cancer risk to workers. : EMERGENCY AND FIRS AID 1 ROCED FIRST AID Immediately flush with plenty of water. Call a physician if symptoms occur. SkinEyes: .w;. Immediately wipe off material and wash with soap and water. Material can adhere to the skin. If material has adhered to the skin, use an abrasive containing hand cleaner. If material does not come off,buff with a pumice stone. .tflhalation - Move victim to fresh air if discomfort develops. Call a physician if symptoms persist. Ingestion: Seek medical attention. Do not induce vomiting unless directed by a physician.If a large quantity :n. was ingested, give 1 to 2 glasses of water to dilute. Never give anything by mouth to an unconscious person. Other Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure CONTROL MEASURESAND PERSONAL PROTECTIVE EQUIPMENT V ntIlation: General(natural or mechanically induced fresh air movements). Eye l*rotection Not required,however,safety glasses should be wom in most industrial settings. Skin=Protection Avoid skin contact.Cloth gloves are suitable for hand protection. wr Respiratory Protection None normally required. Where ventilation is inadequate to control vapors, use a NIOSH- approved respirator with organic vapor cartridges. Never enter a confined space without an appropri•ate air-supplied respirator x rr 0 * P'Rti4uTIONS FORAFE HANDLING AND SE .: Handling and Storing Store in a cool, dry area preferably between 40°and 77°F. Keep from freezing. Do not store in ;Precautions:'*;.. direct sunlight. Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash thoroughly after handling and before eating or smoking. For industrial use only. Keep out of reach of children. Follow label/use instructions. Spill Procedures: Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all applicable local state,or federal requirements. .vu REGULATORY INFORMATION HazarCommunication: . This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. MIS;Codes Health 1, Flammability 0, Reactivity 0, PPE B DOT Shipping Name: Not regulated. IATA/ICAO Shipping Name: Not regulated. SCA inventory Status: Chemical components listed on TSCA inventory. ' SARA rit1e III,Section 313: This product contains < 3% ethylene glycol (CAS 10721-1) and < 15% zinc borate (re: zinc compounds) which are subject to reporting under Section 313 of SARA Title III (40 CFR Part 372). EP t ste Code(s): Not regulated by EPA as a hazardous waste. Waste Disposal Methods: Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local,state,and federalCONsafetyTACTS,health and environmental regulations. w Customer Service: 1 800 879 8000 Technical mice: 1 800 879 8000 Health I Safety: 1 800 879 6000 Jerry Metcalf (x6704) Emergency#(Chem-Trec): 1 800 424.9300(USA,PR,Virgin Islands,Canada); 001 703 527 3887(other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 259, Page 2 of 2 CALIFORNIA DEPARTMENT OF FORESTRY&FIRE PROTECTION OFFICE OF THE STATE FIRE MARSHAL. CAL FR FIRE ENGINEERING - BUILDING MATERIALS LISTING PROGRAM LISTING SERVICE LISTING No. 4485-1200:108 Page 1 of 1 CATEGORY: Opening Protection (Firestopping) LISTEE: Hilti, Inc., 5400 S. 122nd East Ave, Tulsa, OK 74146 Contact: *Clay Hensley(918)252-6216 Fax(918)254-1679 DESIGN: Model FS-ONE Firestop Sealant. Refer to listee's printed data sheet and UL Fire Resistance Directory for additional detailed product description and operational considerations. INSTALLATION: In accordance with listee's printed installation instructions, applicable codes&ordinances and in a manner acceptable to the authority having jurisdiction. MARKING: Listee's name,type identification and UL label. APPROVAL: Listed as firestop devices for use in through-penetration firestop system up to 3 hour rating. For indoor use only. Approved under Through-Penetration Fire Stop Systems: CAJ 1155, CAJ2091, CAJ2118, CAJ3095, CAJ5044, CAJ8041, F-C-2025,WL1085, WL1056,WL3047, WL5029, WL8004. Refer to UL Fire Resistance Directory for detailed constructions. • *Rev.06-20-2006 (0) _ *ill This listing is based upon technical data submitted by the applicant. CSFM Fire Engineering staff has reviewed the test results and/or other data but does not make an independent verification of any claims. This listing is not an endorsement or recommendation of the item listed. This listing should not be used to verify correct operational requirements or installation criteria. Refer to listee's data sheet, installation instructions and/or other suitable information sources. Date Issued: JUNE 10, 2008 Listing Expires June 30, 2009 Authorized By: BEN HO, Chief Fire Engineering Division ,, •• ,,,, Report of Materials and BUILDINGSEquipment Acceptance Division NYC Department of Buildings 280 Broadway, New York, NY 10007 Patricia Lancaster, FAIA,Commissioner (212)566-5000,TTY: (212)566-4769 Pursuant to Administrative Code Section 27-131, the following equipment or material has been found acceptable for use subject to the terms and conditions contained herein. MEA 326-96-M Vol. 5 Manufacturer: Hilti, Inc., 5400 S. 122 East Avenue, Tulsa, OK 74146 Trade Name(s): Hilti, Inc. Product: Fill, void or cavity material for fire protection Pertinent Code Section(s): 27-345 Prescribed Test(s): RS 5-19 (ASTM E814), UL 2079 Laboratory: Underwriters Laboratories, Inc. Test Report(s): File R13240, dated July 16, 1993, July 21, 1993, July 13, 1993, July 22, 1993, April 1, 1993, March 25, 1994, March 3 and 6, 1995, September 4, 1996, September 27,1997; File R13644, dated April 12, 1993 and May 3, 1993; File R12232, dated August 2, 1993; UL-design listings. Description: Fill, void or cavity material for through-penetrations in fire-rated wall and/or. floor/ceiling construction. The Hilti FS-ONE Firestop Sealant shall be applied in accordance with Underwriters Laboratories inc:`system numbers, listed on following pages, in achieving the required fire-resistance ratings. MEA 326-96-M Vol. 5 Page 1 of 10