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Home My WebLink AboutF15-0002 F15-0003 F15-0004 F15-0005 cut sheets - �, � _ � J ` _._ �, — � � — —� � ��1 , _ _ , . - � -� - �'�J�J� j_l� .�r� � ', �r f�'J' J,, J,J � +� Fire Sprinkler Hydraulic Calculations & Equipment Submittals For Lion's Ridge Apartments 1280 N. Frontage Road West Vail, CO 81657 Edward Kolecke N I C ET Leve I I I I # 94588 bm�5 ��st 7Gth A►►enue# 12 = C4�mmerce +C�ty, Calvr�do 8�a2Z ■ [3t�3) �88-39�f r Fax [3S3] 288-�93b v�rvi►�n►.��s��tefi r�p+rot�ctior�.carn � � i � � � PO Box 1073, Frisco, CO 80443 970.409.9082; fax 720.294.9849 Date: May 27, 2014 Write up by: Deborah Shaner Re: Lions Ridge project site, Flow Test Data On Tuesday, May 27, 2014 at approximately 10:15 am, a flow test was conducted at the Lions Ridge project site in Vail, Colorado. The test was attended by Allstate Fire Protection, Eagle River Water and Sanitation District, Vail Fire & Emergency Services and Shaner Life Safety. Measuring hydrant is ERWSD Hydrant #14, located on the west side of the site along the Frontage Road. Flowing hydrant is ERWSD Hydrant#12, located on the east side of the site along the Frontage Road. The following measurements were taken: Static pressure at Hydrant#14 = 160 psi With Hydrant#12 flowing, Flowrate was 1680+ gpm (gauge maximized) Residual pressure at Hydrant#14 = 160 psi (no change) Per the Life Safety Report prepared by Deborah Shaner dated March 12, 2014, the minimum required site fire flow is 1500 gpm. This was achieved flowing one hydrant. It is desirable in a flow test to achieve a residual pressure drop of approximately 10 psi or 10%, whichever is less. However, because there are only two operational hydrants nearby the site, it is not feasible to achieve this condition. There are three new hydrants being installed on the project site. These hydrants will be tested once they are installed and accurate site water data will be established at that time. Based on current data, it is certain that the existing water supply is adequate to support the Lions Ridge development. Based on 2009 data, this flow test, historic conditions in the area and the expected conditions upon completion of construction, a reasonable residual water pressure of 140 psi is recommended for design of the sprinkler systems. Recommended Design Data: Static pressure = 160 psi Residual pressure = 140 psi at 1500 gpm flow _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP3 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : ONE Contract : 2143 Data File : Bldg A Calcs Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG A) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP3 Date: 01/04/15 Design Remote area number: ONE Remote area location: 3RD FLOOR UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.6 - GPM @ 76.9 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 51.528 C2 - Residual Flow : 1500 D2 - System Pressure : 76.905 Hose ( Demand ) : 100 D3 - System Demand : 151.528 Safety Margin : 72.807 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 D E 60 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 11 30.167 4.4 15.02 na 17.05 0.05 256 14.9 111 9.833 25.79 na 112A 9.833 26.48 na 113A 9.833 27.44 na A1 9.833 32.12 na A2 9.833 34.74 na TR 7.833 64.96 na BR 1.5 68.06 na BD 0.75 68.43 na BS -0.583 77.08 na BOR -1.0 77.29 na CITY 0.0 76.9 na 100.0 12 30.167 4.4 14.9 na 16.98 0.05 256 14.9 112 9.1 26.25 na 13 30.167 4.4 15.8 na 17.49 0.05 256 14.9 113 9.833 26.69 na 15 30.167 25.93 na 115 9.833 34.74 na 118A 9.833 34.74 na 116A 9.833 34.74 na 117A 9.833 34.74 na 16 30.167 25.93 na 116 9.833 34.74 na 17 30.167 25.93 na 117 9.833 34.74 na 18 30.167 25.93 na 118 9.833 34.74 na The maximum velocity is 12.63 and it occurs in the pipe between nodes 113A and A1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 17.05 1.055 E 3.107 20.500 15.024 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 111 17.05 0.0623 0.0 31.375 1.956 Vel = 6.26 111 0.0 1.055 E 3.107 8.000 25.787 to 150.0 0.0 3.107 0.0 112A 17.05 0.0624 0.0 11.107 0.693 Vel = 6.26 112A 16.99 1.291 0.0 11.500 26.480 to 150.0 0.0 0.0 0.0 113A 34.04 0.0838 0.0 11.500 0.964 Vel = 8.34 113A 17.49 1.291 T 6.553 19.333 27.444 to 150.0 0.0 6.553 0.0 A1 51.53 0.1805 0.0 25.886 4.672 Vel = 12.63 A1 0.0 1.291 0.0 14.542 32.116 to 150.0 0.0 0.0 0.0 A2 51.53 0.1805 0.0 14.542 2.625 Vel = 12.63 A2 0.0 1.291 6E 19.659 143.000 34.741 to 150.0 0.0 19.659 0.866 TR 51.53 0.1805 0.0 162.659 29.358 Vel = 12.63 TR 0.0 1.639 0.0 6.333 64.965 to 150.0 0.0 0.0 2.743 BR 51.53 0.0564 0.0 6.333 0.357 Vel = 7.84 BR 0.0 1.639 0.0 0.667 68.065 to 150.0 0.0 0.0 0.325 BD 51.53 0.0555 0.0 0.667 0.037 Vel = 7.84 BD 0.0 1.639 0.0 1.417 68.427 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 51.53 0.0572 0.0 1.417 0.081 Vel = 7.84 BS 0.0 1.639 0.0 0.417 77.085 to 150.0 0.0 0.0 0.181 BOR 51.53 0.0552 0.0 0.417 0.023 Vel = 7.84 BOR 0.0 4.1 E 14.534 20.000 77.289 to 140.0 G 2.907 46.508 -0.433 CITY 51.53 0.0007 T 29.067 66.508 0.049 Vel = 1.25 100.00 Qa = 100.00 151.53 76.905 K Factor= 17.28 12 16.98 1.055 2T 15.536 20.500 14.900 K Factor=4.40 to 150.0 0.0 15.537 9.124 112 16.98 0.0619 0.0 36.037 2.231 Vel = 6.23 112 0.0 1.055 T 7.768 1.000 26.255 to 150.0 0.0 7.768 -0.317 112A 16.98 0.0618 0.0 8.768 0.542 Vel = 6.23 0.0 16.98 26.480 K Factor= 3.30 13 17.49 1.055 3E 9.322 22.500 15.800 K Factor=4.40 to 150.0 0.0 9.321 8.807 113 17.49 0.0653 0.0 31.821 2.079 Vel = 6.42 113 0.0 1.055 T 7.768 3.833 26.686 to 150.0 0.0 7.768 0.0 113A 17.49 0.0653 0.0 11.601 0.758 Vel = 6.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 17.49 27.444 K Factor= 3.34 15 0.0 1.055 E 3.107 20.500 25.934 to 150.0 T 7.768 10.875 8.807 115 0.0 0.0 0.0 31.375 0.0 Vel = 0 115 0.0 1.055 E 3.107 9.500 34.741 to 150.0 0.0 3.107 0.0 118A 0.0 0.0 0.0 12.607 0.0 Vel = 0 118A 0.0 1.291 0.0 3.625 34.741 to 150.0 0.0 0.0 0.0 116A 0.0 0.0 0.0 3.625 0.0 Vel = 0 116A 0.0 1.291 0.0 10.083 34.741 to 150.0 0.0 0.0 0.0 117A 0.0 0.0 0.0 10.083 0.0 Vel = 0 117A 0.0 1.291 T 6.553 10.667 34.741 to 150.0 0.0 6.553 0.0 A2 0.0 0.0 0.0 17.220 0.0 Vel = 0 0.0 0.0 34.741 K Factor= 0 16 0.0 1.055 E 3.107 20.667 25.934 to 150.0 T 7.768 10.875 8.807 116 0.0 0.0 0.0 31.542 0.0 Vel = 0 116 0.0 1.055 T 7.768 1.000 34.741 to 150.0 0.0 7.768 0.0 116A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.741 K Factor= 0 17 0.0 1.055 E 3.107 20.667 25.934 to 150.0 T 7.768 10.875 8.807 117 0.0 0.0 0.0 31.542 0.0 Vel = 0 117 0.0 1.055 T 7.768 1.000 34.741 to 150.0 0.0 7.768 0.0 117A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.741 K Factor= 0 18 0.0 1.055 2T 15.536 9.667 25.934 to 150.0 0.0 15.537 8.807 118 0.0 0.0 0.0 25.204 0.0 Vel = 0 118 0.0 1.055 T 7.768 1.000 34.741 to 150.0 0.0 7.768 0.0 118A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.741 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP3 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : TWO Contract : 2143 Data File : Bldg A Calcs Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG A) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP3 Date: 01/04/15 Design Remote area number: TWO Remote area location: 3RD FLOOR STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 181.3 - GPM @ 116.4 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 81.272 C2 - Residual Flow : 1500 D2 - System Pressure : 116.364 Hose ( Demand ) : 100 D3 - System Demand : 181.272 Safety Margin : 33.235 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 11 30.167 25.82 na 111 9.833 34.63 na 112A 9.833 34.63 na 113A 9.833 34.63 na A1 9.833 34.63 na A2 9.833 34.63 na TR 7.833 103.7 na BR 1.5 107.27 na BD 0.75 107.68 na BS -0.583 116.45 na BOR -1.0 116.68 na CITY 0.0 116.36 na 100.0 12 30.167 25.82 na 112 9.1 34.94 na 13 30.167 25.82 na 113 9.833 34.63 na 15 30.167 5.6 12.25 na 19.6 0.1 196 7.0 115 9.833 23.59 na 118A 9.833 24.61 na 116A 9.833 25.01 na 117A 9.833 27.4 na 16 30.167 5.6 12.81 na 20.05 0.1 196 7.0 116 9.833 24.27 na 17 30.167 5.6 14.74 na 21.5 0.1 196 7.0 117 9.833 26.57 na 18 30.167 5.6 12.92 na 20.13 0.1 196 7.0 118 9.833 23.86 na The maximum velocity is 19.92 and it occurs in the pipe between nodes A2 and TR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 11 0.0 1.055 E 3.107 20.500 25.819 to 150.0 T 7.768 10.875 8.807 111 0.0 0.0 0.0 31.375 0.0 Vel = 0 111 0.0 1.055 E 3.107 8.000 34.626 to 150.0 0.0 3.107 0.0 112A 0.0 0.0 0.0 11.107 0.0 Vel = 0 112A 0.0 1.291 0.0 11.500 34.626 to 150.0 0.0 0.0 0.0 113A 0.0 0.0 0.0 11.500 0.0 Vel = 0 113A 0.0 1.291 T 6.553 19.333 34.626 to 150.0 0.0 6.553 0.0 A1 0.0 0.0 0.0 25.886 0.0 Vel = 0 A1 0.0 1.291 0.0 14.542 34.626 to 150.0 0.0 0.0 0.0 A2 0.0 0.0 0.0 14.542 0.0 Vel = 0 A2 81.27 1.291 6E 19.659 143.000 34.626 to 150.0 0.0 19.659 0.866 TR 81.27 0.4193 0.0 162.659 68.207 Vel = 19.92 TR 0.0 1.639 0.0 6.333 103.699 to 150.0 0.0 0.0 2.743 BR 81.27 0.1312 0.0 6.333 0.831 Vel = 12.36 BR 0.0 1.639 0.0 0.667 107.273 to 150.0 0.0 0.0 0.325 BD 81.27 0.1304 0.0 0.667 0.087 Vel = 12.36 BD 0.0 1.639 0.0 1.417 107.685 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 81.27 0.1313 0.0 1.417 0.186 Vel = 12.36 BS 0.0 1.639 0.0 0.417 116.448 to 150.0 0.0 0.0 0.181 BOR 81.27 0.1295 0.0 0.417 0.054 Vel = 12.36 BOR 0.0 4.1 E 14.534 20.000 116.683 to 140.0 G 2.907 46.508 -0.433 CITY 81.27 0.0017 T 29.067 66.508 0.114 Vel = 1.97 100.00 Qa = 100.00 181.27 116.364 K Factor= 16.80 12 0.0 1.055 2T 15.536 20.500 25.819 to 150.0 0.0 15.537 9.124 112 0.0 0.0 0.0 36.037 0.0 Vel = 0 112 0.0 1.055 T 7.768 1.000 34.943 to 150.0 0.0 7.768 -0.317 112A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.626 K Factor= 0 13 0.0 1.055 3E 9.322 22.500 25.819 to 150.0 0.0 9.321 8.807 113 0.0 0.0 0.0 31.821 0.0 Vel = 0 113 0.0 1.055 T 7.768 3.833 34.626 to 150.0 0.0 7.768 0.0 113A 0.0 0.0 0.0 11.601 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 34.626 K Factor= 0 15 19.60 1.055 E 3.107 20.500 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 115 19.6 0.0807 0.0 31.375 2.531 Vel = 7.19 115 0.0 1.055 E 3.107 9.500 23.588 to 150.0 0.0 3.107 0.0 118A 19.6 0.0807 0.0 12.607 1.017 Vel = 7.19 118A 20.13 1.291 0.0 3.625 24.605 to 150.0 0.0 0.0 0.0 116A 39.73 0.1117 0.0 3.625 0.405 Vel = 9.74 116A 20.04 1.291 0.0 10.083 25.010 to 150.0 0.0 0.0 0.0 117A 59.77 0.2375 0.0 10.083 2.395 Vel = 14.65 117A 21.50 1.291 T 6.553 10.667 27.405 to 150.0 0.0 6.553 0.0 A2 81.27 0.4193 0.0 17.220 7.221 Vel = 19.92 0.0 81.27 34.626 K Factor= 13.81 16 20.05 1.055 E 3.107 20.667 12.813 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 116 20.05 0.0841 0.0 31.542 2.652 Vel = 7.36 116 0.0 1.055 T 7.768 1.000 24.272 to 150.0 0.0 7.768 0.0 116A 20.05 0.0842 0.0 8.768 0.738 Vel = 7.36 0.0 20.05 25.010 K Factor= 4.01 17 21.50 1.055 E 3.107 20.667 14.739 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 117 21.5 0.0957 0.0 31.542 3.019 Vel = 7.89 117 0.0 1.055 T 7.768 1.000 26.565 to 150.0 0.0 7.768 0.0 117A 21.5 0.0958 0.0 8.768 0.840 Vel = 7.89 0.0 21.50 27.405 K Factor= 4.11 18 20.13 1.055 2T 15.536 9.667 12.919 K Factor= 5.60 to 150.0 0.0 15.537 8.807 118 20.13 0.0847 0.0 25.204 2.136 Vel = 7.39 118 0.0 1.055 T 7.768 1.000 23.862 to 150.0 0.0 7.768 0.0 118A 20.13 0.0847 0.0 8.768 0.743 Vel = 7.39 0.0 20.13 24.605 K Factor= 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP5 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : THIRD Contract : 2143 Data File : Bldg B Calcs Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG B) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP5 Date: 01/04/15 Design Remote area number: THIRD Remote area location: 3RD FLOOR UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.8 - GPM @ 77.1 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 51.758 C2 - Residual Flow : 1500 D2 - System Pressure : 77.080 Hose ( Demand ) : 100 D3 - System Demand : 151.758 Safety Margin : 72.632 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 D E 60 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 21 30.167 4.4 15.22 na 17.17 0.05 256 14.9 221 9.833 26.01 na 222A 9.833 26.59 na 223A 9.833 27.57 na 61 9.833 32.28 na B2 9.833 34.59 na TR 7.833 65.06 na BR 1.5 68.16 na BD 0.75 68.53 na BS -0.583 77.18 na BOR -1.0 77.39 na CITY 0.0 77.08 na 100.0 22 30.167 4.4 14.9 na 16.98 0.05 256 14.9 222 9.1 26.25 na 23 30.167 4.4 16.01 na 17.61 0.05 256 14.9 223 9.833 26.92 na 25 30.167 25.79 na 225 9.833 34.59 na 228A 9.833 34.59 na 226A 9.833 34.59 na 227A 9.833 34.59 na 26 30.167 25.79 na 226 9.833 34.59 na 27 30.167 25.79 na 227 9.833 34.59 na 28 30.167 25.79 na 228 9.833 34.59 na The maximum velocity is 12.69 and it occurs in the pipe between nodes 223A and B1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21 17.17 1.055 E 3.107 20.500 15.223 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 221 17.17 0.0631 0.0 31.375 1.981 Vel = 6.30 221 0.0 1.055 E 3.107 6.125 26.011 to 150.0 0.0 3.107 0.0 222A 17.17 0.0631 0.0 9.232 0.583 Vel = 6.30 222A 16.98 1.291 0.0 11.583 26.594 to 150.0 0.0 0.0 0.0 223A 34.15 0.0843 0.0 11.583 0.976 Vel = 8.37 223A 17.61 1.291 T 6.553 19.333 27.570 to 150.0 0.0 6.553 0.0 B1 51.76 0.1820 0.0 25.886 4.711 Vel = 12.69 B1 0.0 1.291 0.0 12.708 32.281 to 150.0 0.0 0.0 0.0 B2 51.76 0.1820 0.0 12.708 2.313 Vel = 12.69 B2 0.0 1.291 6E 19.659 143.000 34.594 to 150.0 0.0 19.659 0.866 TR 51.76 0.1820 0.0 162.659 29.600 Vel = 12.69 TR 0.0 1.639 0.0 6.333 65.060 to 150.0 0.0 0.0 2.743 BR 51.76 0.0570 0.0 6.333 0.361 Vel = 7.87 BR 0.0 1.639 0.0 0.667 68.164 to 150.0 0.0 0.0 0.325 BD 51.76 0.0555 0.0 0.667 0.037 Vel = 7.87 BD 0.0 1.639 0.0 1.417 68.526 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 51.76 0.0572 0.0 1.417 0.081 Vel = 7.87 BS 0.0 1.639 0.0 0.417 77.184 to 150.0 0.0 0.0 0.181 BOR 51.76 0.0576 0.0 0.417 0.024 Vel = 7.87 BOR 0.0 4.1 E 14.534 120.000 77.389 to 140.0 G 2.907 46.508 -0.433 CITY 51.76 0.0007 T 29.067 166.508 0.124 Vel = 1.26 100.00 Qa = 100.00 151.76 77.080 K Factor= 17.29 22 16.98 1.055 2T 15.536 20.500 14.900 K Factor=4.40 to 150.0 0.0 15.537 9.124 222 16.98 0.0619 0.0 36.037 2.231 Vel = 6.23 222 0.0 1.055 T 7.768 2.833 26.255 to 150.0 0.0 7.768 -0.317 222A 16.98 0.0619 0.0 10.601 0.656 Vel = 6.23 0.0 16.98 26.594 K Factor= 3.29 23 17.61 1.055 3E 9.322 22.500 16.012 K Factor=4.40 to 150.0 0.0 9.321 8.807 223 17.61 0.0662 0.0 31.821 2.105 Vel = 6.46 223 0.0 1.055 T 7.768 2.000 26.924 to 150.0 0.0 7.768 0.0 223A 17.61 0.0661 0.0 9.768 0.646 Vel = 6.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 17.61 27.570 K Factor= 3.35 25 0.0 1.055 E 3.107 20.500 25.787 to 150.0 T 7.768 10.875 8.807 225 0.0 0.0 0.0 31.375 0.0 Vel = 0 225 0.0 1.055 E 3.107 9.500 34.594 to 150.0 0.0 3.107 0.0 228A 0.0 0.0 0.0 12.607 0.0 Vel = 0 228A 0.0 1.291 0.0 3.625 34.594 to 150.0 0.0 0.0 0.0 226A 0.0 0.0 0.0 3.625 0.0 Vel = 0 226A 0.0 1.291 0.0 10.083 34.594 to 150.0 0.0 0.0 0.0 227A 0.0 0.0 0.0 10.083 0.0 Vel = 0 227A 0.0 1.291 T 6.553 10.667 34.594 to 150.0 0.0 6.553 0.0 B2 0.0 0.0 0.0 17.220 0.0 Vel = 0 0.0 0.0 34.594 K Factor= 0 26 0.0 1.055 E 3.107 20.667 25.787 to 150.0 T 7.768 10.875 8.807 226 0.0 0.0 0.0 31.542 0.0 Vel = 0 226 0.0 1.055 T 7.768 1.000 34.594 to 150.0 0.0 7.768 0.0 226A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.594 K Factor= 0 27 0.0 1.055 E 3.107 20.667 25.787 to 150.0 T 7.768 10.875 8.807 227 0.0 0.0 0.0 31.542 0.0 Vel = 0 227 0.0 1.055 T 7.768 1.000 34.594 to 150.0 0.0 7.768 0.0 227A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.594 K Factor= 0 28 0.0 1.055 2T 15.536 9.667 25.787 to 150.0 0.0 15.537 8.807 228 0.0 0.0 0.0 25.204 0.0 Vel = 0 228 0.0 1.055 T 7.768 1.000 34.594 to 150.0 0.0 7.768 0.0 228A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.594 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP5 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : FOURTH Contract : 2143 Data File : Bldg B Calcs Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG B) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP5 Date: 01/04/15 Design Remote area number: FOURTH Remote area location: 3RD FLOOR STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 181.3 - GPM @ 116.6 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 81.272 C2 - Residual Flow : 1500 D2 - System Pressure : 116.536 Hose ( Demand ) : 100 D3 - System Demand : 181.272 Safety Margin : 33.063 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 21 30.167 25.82 na 221 9.833 34.63 na 222A 9.833 34.63 na 223A 9.833 34.63 na 61 9.833 34.63 na B2 9.833 34.63 na TR 7.833 103.7 na BR 1.5 107.27 na BD 0.75 107.68 na BS -0.583 116.45 na BOR -1.0 116.68 na CITY 0.0 116.54 na 100.0 22 30.167 25.82 na 222 9.1 34.94 na 23 30.167 25.82 na 223 9.833 34.63 na 25 30.167 5.6 12.25 na 19.6 0.1 196 7.0 225 9.833 23.59 na 228A 9.833 24.61 na 226A 9.833 25.01 na 227A 9.833 27.4 na 26 30.167 5.6 12.81 na 20.05 0.1 196 7.0 226 9.833 24.27 na 27 30.167 5.6 14.74 na 21.5 0.1 196 7.0 227 9.833 26.57 na 28 30.167 5.6 12.92 na 20.13 0.1 196 7.0 228 9.833 23.86 na The maximum velocity is 19.92 and it occurs in the pipe between nodes 62 and TR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 21 0.0 1.055 E 3.107 20.500 25.819 to 150.0 T 7.768 10.875 8.807 221 0.0 0.0 0.0 31.375 0.0 Vel = 0 221 0.0 1.055 E 3.107 6.125 34.626 to 150.0 0.0 3.107 0.0 222A 0.0 0.0 0.0 9.232 0.0 Vel = 0 222A 0.0 1.291 0.0 11.583 34.626 to 150.0 0.0 0.0 0.0 223A 0.0 0.0 0.0 11.583 0.0 Vel = 0 223A 0.0 1.291 T 6.553 19.333 34.626 to 150.0 0.0 6.553 0.0 B1 0.0 0.0 0.0 25.886 0.0 Vel = 0 B1 0.0 1.291 0.0 12.708 34.626 to 150.0 0.0 0.0 0.0 B2 0.0 0.0 0.0 12.708 0.0 Vel = 0 B2 81.27 1.291 6E 19.659 143.000 34.626 to 150.0 0.0 19.659 0.866 TR 81.27 0.4193 0.0 162.659 68.207 Vel = 19.92 TR 0.0 1.639 0.0 6.333 103.699 to 150.0 0.0 0.0 2.743 BR 81.27 0.1312 0.0 6.333 0.831 Vel = 12.36 BR 0.0 1.639 0.0 0.667 107.273 to 150.0 0.0 0.0 0.325 BD 81.27 0.1304 0.0 0.667 0.087 Vel = 12.36 BD 0.0 1.639 0.0 1.417 107.685 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 81.27 0.1313 0.0 1.417 0.186 Vel = 12.36 BS 0.0 1.639 0.0 0.417 116.448 to 150.0 0.0 0.0 0.181 BOR 81.27 0.1295 0.0 0.417 0.054 Vel = 12.36 BOR 0.0 4.1 E 14.534 120.000 116.683 to 140.0 G 2.907 46.508 -0.433 CITY 81.27 0.0017 T 29.067 166.508 0.286 Vel = 1.97 100.00 Qa = 100.00 181.27 116.536 K Factor= 16.79 22 0.0 1.055 2T 15.536 20.500 25.819 to 150.0 0.0 15.537 9.124 222 0.0 0.0 0.0 36.037 0.0 Vel = 0 222 0.0 1.055 T 7.768 2.833 34.943 to 150.0 0.0 7.768 -0.317 222A 0.0 0.0 0.0 10.601 0.0 Vel = 0 0.0 0.0 34.626 K Factor= 0 23 0.0 1.055 3E 9.322 22.500 25.819 to 150.0 0.0 9.321 8.807 223 0.0 0.0 0.0 31.821 0.0 Vel = 0 223 0.0 1.055 T 7.768 2.000 34.626 to 150.0 0.0 7.768 0.0 223A 0.0 0.0 0.0 9.768 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 34.626 K Factor= 0 25 19.60 1.055 E 3.107 20.500 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 225 19.6 0.0807 0.0 31.375 2.531 Vel = 7.19 225 0.0 1.055 E 3.107 9.500 23.588 to 150.0 0.0 3.107 0.0 228A 19.6 0.0807 0.0 12.607 1.017 Vel = 7.19 228A 20.13 1.291 0.0 3.625 24.605 to 150.0 0.0 0.0 0.0 226A 39.73 0.1117 0.0 3.625 0.405 Vel = 9.74 226A 20.04 1.291 0.0 10.083 25.010 to 150.0 0.0 0.0 0.0 227A 59.77 0.2375 0.0 10.083 2.395 Vel = 14.65 227A 21.50 1.291 T 6.553 10.667 27.405 to 150.0 0.0 6.553 0.0 B2 81.27 0.4193 0.0 17.220 7.221 Vel = 19.92 0.0 81.27 34.626 K Factor= 13.81 26 20.05 1.055 E 3.107 20.667 12.813 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 226 20.05 0.0841 0.0 31.542 2.652 Vel = 7.36 226 0.0 1.055 T 7.768 1.000 24.272 to 150.0 0.0 7.768 0.0 226A 20.05 0.0842 0.0 8.768 0.738 Vel = 7.36 0.0 20.05 25.010 K Factor= 4.01 27 21.50 1.055 E 3.107 20.667 14.739 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 227 21.5 0.0957 0.0 31.542 3.019 Vel = 7.89 227 0.0 1.055 T 7.768 1.000 26.565 to 150.0 0.0 7.768 0.0 227A 21.5 0.0958 0.0 8.768 0.840 Vel = 7.89 0.0 21.50 27.405 K Factor= 4.11 28 20.13 1.055 2T 15.536 9.667 12.919 K Factor= 5.60 to 150.0 0.0 15.537 8.807 228 20.13 0.0847 0.0 25.204 2.136 Vel = 7.39 228 0.0 1.055 T 7.768 1.000 23.862 to 150.0 0.0 7.768 0.0 228A 20.13 0.0847 0.0 8.768 0.743 Vel = 7.39 0.0 20.13 24.605 K Factor= 4.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP7 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : FIFTH Contract : 2143 Data File : Bldg C Calcs End Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG C) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP7 Date: 01/04/15 Design Remote area number: FIFTH Remote area location: 3RD FLOOR END UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.7 - GPM @ 64.5 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 12.199 C2 - Residual Pressure: 130 D2 - System Flow : 51.679 C2 - Residual Flow : 1500 D2 - System Pressure : 64.427 Hose ( Demand ) : 100 D3 - System Demand : 151.679 Safety Margin : 85.284 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 D 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 33 28.167 4.4 14.9 na 16.98 0.05 256 14.9 333 7.833 25.68 na 333A 7.833 26.28 na 332A 7.833 26.54 na C1 7.833 27.24 na C2 7.833 27.64 na C3 7.833 29.06 na C4 9.833 36.63 na TR 9.833 51.56 na BR 3.5 54.67 na BD 2.75 55.03 na BS 1.417 63.69 na BOR 1.0 63.89 na CITY 0.0 64.43 na 100.0 31 28.167 4.4 16.15 na 17.68 0.05 256 14.9 331 7.833 27.04 na 32 28.167 4.4 14.95 na 17.01 0.05 256 14.9 332 7.833 26.0 na 35 28.167 20.26 na 335 7.833 29.06 na 338A 7.833 29.06 na 336A 7.833 29.06 na 337A 7.833 29.06 na 36 28.167 20.26 na 336 7.833 29.06 na 37 28.167 20.26 na 337 7.833 29.06 na 38 28.167 20.26 na 338 7.833 29.06 na The maximum velocity is 12.67 and it occurs in the pipe between nodes C2 and C3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 16.98 1.055 3E 9.322 22.500 14.900 K Factor=4.40 to 150.0 0.0 9.321 8.807 333 16.98 0.0619 0.0 31.821 1.969 Vel = 6.23 333 0.0 1.055 T 7.768 1.917 25.676 to 150.0 0.0 7.768 0.0 333A 16.98 0.0620 0.0 9.685 0.600 Vel = 6.23 333A 0.0 1.291 0.0 11.542 26.276 to 150.0 0.0 0.0 0.0 332A 16.98 0.0231 0.0 11.542 0.267 Vel = 4.16 332A 17.02 1.291 T 6.553 1.750 26.543 to 150.0 0.0 6.553 0.0 C1 34.0 0.0837 0.0 8.303 0.695 Vel = 8.33 C1 0.0 1.291 0.0 4.750 27.238 to 150.0 0.0 0.0 0.0 C2 34.0 0.0836 0.0 4.750 0.397 Vel = 8.33 C2 17.68 1.291 0.0 7.875 27.635 to 150.0 0.0 0.0 0.0 C3 51.68 0.1815 0.0 7.875 1.429 Vel = 12.67 C3 0.0 1.291 3E 9.829 36.625 29.064 to 150.0 0.0 9.830 -0.866 C4 51.68 0.1815 0.0 46.455 8.430 Vel = 12.67 C4 0.0 1.527 7E 32.696 153.750 36.628 to 150.0 0.0 32.696 0.0 TR 51.68 0.0801 0.0 186.446 14.937 Vel = 9.05 TR 0.0 1.639 0.0 6.333 51.565 to 150.0 0.0 0.0 2.743 BR 51.68 0.0567 0.0 6.333 0.359 Vel = 7.86 BR 0.0 1.639 0.0 0.667 54.667 to 150.0 0.0 0.0 0.325 BD 51.68 0.0570 0.0 0.667 0.038 Vel = 7.86 BD 0.0 1.639 0.0 1.417 55.030 to 150.0 0.0 0.0 8.577 ' " Fixed Loss = 8 BS 51.68 0.0572 0.0 1.417 0.081 Vel = 7.86 BS 0.0 1.639 0.0 0.417 63.688 to 150.0 0.0 0.0 0.181 BOR 51.68 0.0552 0.0 0.417 0.023 Vel = 7.86 BOR 0.0 4.1 E 14.534 80.000 63.892 to 140.0 2F 11.627 58.135 0.433 CITY 51.68 0.0007 G 2.907 138.135 0.102 Vel = 1.26 T 29.067 100.00 Qa = 100.00 151.68 64.427 K Factor= 18.90 31 17.68 1.055 E 3.107 20.500 16.146 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 331 17.68 0.0667 0.0 31.375 2.092 Vel = 6.49 331 0.0 1.055 T 7.768 1.083 27.045 to 150.0 0.0 7.768 0.0 C2 17.68 0.0667 0.0 8.851 0.590 Vel = 6.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 17.68 27.635 K Factor= 3.36 32 17.01 1.055 2T 15.536 20.500 14.954 K Factor=4.40 to 150.0 0.0 15.537 8.807 332 17.01 0.0621 0.0 36.037 2.238 Vel = 6.24 332 0.0 1.055 T 7.768 1.000 25.999 to 150.0 0.0 7.768 0.0 332A 17.01 0.0620 0.0 8.768 0.544 Vel = 6.24 0.0 17.01 26.543 K Factor= 3.30 35 0.0 1.055 E 3.107 20.500 20.257 to 150.0 T 7.768 10.875 8.807 335 0.0 0.0 0.0 31.375 0.0 Vel = 0 335 0.0 1.055 T 7.768 9.500 29.064 to 150.0 0.0 7.768 0.0 338A 0.0 0.0 0.0 17.268 0.0 Vel = 0 338A 0.0 1.291 0.0 3.625 29.064 to 150.0 0.0 0.0 0.0 336A 0.0 0.0 0.0 3.625 0.0 Vel = 0 336A 0.0 1.291 0.0 10.083 29.064 to 150.0 0.0 0.0 0.0 337A 0.0 0.0 0.0 10.083 0.0 Vel = 0 337A 0.0 1.291 T 6.553 10.917 29.064 to 150.0 0.0 6.553 0.0 C3 0.0 0.0 0.0 17.470 0.0 Vel = 0 0.0 0.0 29.064 K Factor= 0 36 0.0 1.055 E 3.107 20.667 20.257 to 150.0 T 7.768 10.875 8.807 336 0.0 0.0 0.0 31.542 0.0 Vel = 0 336 0.0 1.055 T 7.768 1.000 29.064 to 150.0 0.0 7.768 0.0 336A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 29.064 K Factor= 0 37 0.0 1.055 E 3.107 20.667 20.257 to 150.0 T 7.768 10.875 8.807 337 0.0 0.0 0.0 31.542 0.0 Vel = 0 337 0.0 1.055 T 7.768 1.000 29.064 to 150.0 0.0 7.768 0.0 337A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 29.064 K Factor= 0 38 0.0 1.055 2T 15.536 9.667 20.257 to 150.0 0.0 15.537 8.807 338 0.0 0.0 0.0 25.204 0.0 Vel = 0 338 0.0 1.055 T 7.768 1.000 29.064 to 150.0 0.0 7.768 0.0 338A 0.0 0.0 0.0 8.768 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 7 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 29.064 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP7 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : SIXTH Contract : 2143 Data File : Bldg C Calcs End Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG C) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP7 Date: 01/04/15 Design Remote area number: SIXTH Remote area location: 3RD FLOOR END STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 182.0 - GPM @ 103.3 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 12.199 C2 - Residual Pressure: 130 D2 - System Flow : 81.995 C2 - Residual Flow : 1500 D2 - System Pressure : 102.966 Hose ( Demand ) : 100 D3 - System Demand : 181.995 Safety Margin : 46.630 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 33 28.167 26.46 na 333 7.833 35.27 na 333A 7.833 35.27 na 332A 7.833 35.27 na C1 7.833 35.27 na C2 7.833 35.27 na C3 7.833 35.27 na C4 9.833 54.2 na TR 9.833 89.29 na BR 3.5 92.88 na BD 2.75 93.29 na BS 1.417 102.06 na BOR 1.0 102.29 na CITY 0.0 102.97 na 100.0 31 28.167 26.46 na 331 7.833 35.27 na 32 28.167 26.46 na 332 7.833 35.27 na 35 28.167 5.6 12.25 na 19.6 0.1 196 7.0 335 7.833 23.59 na 338A 7.833 24.98 na 336A 7.833 25.39 na 337A 7.833 27.82 na 36 28.167 5.6 13.12 na 20.28 0.1 196 7.0 336 7.833 24.64 na 37 28.167 5.6 15.07 na 21.74 0.1 196 7.0 337 7.833 26.96 na 38 28.167 5.6 13.23 na 20.37 0.1 196 7.0 338 7.833 24.22 na The maximum velocity is 20.1 and it occurs in the pipe between nodes C3 and C4 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 33 0.0 1.055 3E 9.322 22.500 26.461 to 150.0 0.0 9.321 8.807 333 0.0 0.0 0.0 31.821 0.0 Vel = 0 333 0.0 1.055 T 7.768 1.917 35.268 to 150.0 0.0 7.768 0.0 333A 0.0 0.0 0.0 9.685 0.0 Vel = 0 333A 0.0 1.291 0.0 11.542 35.268 to 150.0 0.0 0.0 0.0 332A 0.0 0.0 0.0 11.542 0.0 Vel = 0 332A 0.0 1.291 T 6.553 1.750 35.268 to 150.0 0.0 6.553 0.0 C1 0.0 0.0 0.0 8.303 0.0 Vel = 0 C1 0.0 1.291 0.0 4.750 35.268 to 150.0 0.0 0.0 0.0 C2 0.0 0.0 0.0 4.750 0.0 Vel = 0 C2 0.0 1.291 0.0 7.875 35.268 to 150.0 0.0 0.0 0.0 C3 0.0 0.0 0.0 7.875 0.0 Vel = 0 C3 81.99 1.291 3E 9.829 36.625 35.268 to 150.0 0.0 9.830 -0.866 C4 81.99 0.4262 0.0 46.455 19.801 Vel = 20.10 C4 0.0 1.527 7E 32.696 153.750 54.203 to 150.0 0.0 32.696 0.0 TR 81.99 0.1882 0.0 186.446 35.086 Vel = 14.36 TR 0.0 1.639 0.0 6.333 89.289 to 150.0 0.0 0.0 2.743 BR 81.99 0.1333 0.0 6.333 0.844 Vel = 12.47 BR 0.0 1.639 0.0 0.667 92.876 to 150.0 0.0 0.0 0.325 BD 81.99 0.1334 0.0 0.667 0.089 Vel = 12.47 BD 0.0 1.639 0.0 1.417 93.290 to 150.0 0.0 0.0 8.577 ' " Fixed Loss = 8 BS 81.99 0.1334 0.0 1.417 0.189 Vel = 12.47 BS 0.0 1.639 0.0 0.417 102.056 to 150.0 0.0 0.0 0.181 BOR 81.99 0.1319 0.0 0.417 0.055 Vel = 12.47 BOR 0.0 4.1 E 14.534 80.000 102.292 to 140.0 2F 11.627 58.135 0.433 CITY 81.99 0.0017 G 2.907 138.135 0.241 Vel = 1.99 T 29.067 100.00 Qa = 100.00 181.99 102.966 K Factor= 17.93 31 0.0 1.055 E 3.107 20.500 26.461 to 150.0 T 7.768 10.875 8.807 331 0.0 0.0 0.0 31.375 0.0 Vel = 0 331 0.0 1.055 T 7.768 1.083 35.268 to 150.0 0.0 7.768 0.0 C2 0.0 0.0 0.0 8.851 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 35.268 K Factor= 0 32 0.0 1.055 2T 15.536 20.500 26.461 to 150.0 0.0 15.537 8.807 332 0.0 0.0 0.0 36.037 0.0 Vel = 0 332 0.0 1.055 T 7.768 1.000 35.268 to 150.0 0.0 7.768 0.0 332A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 35.268 K Factor= 0 35 19.60 1.055 E 3.107 20.500 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 335 19.6 0.0807 0.0 31.375 2.531 Vel = 7.19 335 0.0 1.055 T 7.768 9.500 23.588 to 150.0 0.0 7.768 0.0 338A 19.6 0.0807 0.0 17.268 1.394 Vel = 7.19 338A 20.37 1.291 0.0 3.625 24.982 to 150.0 0.0 0.0 0.0 336A 39.97 0.1126 0.0 3.625 0.408 Vel = 9.80 336A 20.28 1.291 0.0 10.083 25.390 to 150.0 0.0 0.0 0.0 337A 60.25 0.2411 0.0 10.083 2.431 Vel = 14.77 337A 21.74 1.291 T 6.553 10.917 27.821 to 150.0 0.0 6.553 0.0 C3 81.99 0.4263 0.0 17.470 7.447 Vel = 20.10 0.0 81.99 35.268 K Factor= 13.81 36 20.28 1.055 E 3.107 20.667 13.119 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 336 20.28 0.0859 0.0 31.542 2.711 Vel = 7.44 336 0.0 1.055 T 7.768 1.000 24.637 to 150.0 0.0 7.768 0.0 336A 20.28 0.0859 0.0 8.768 0.753 Vel = 7.44 0.0 20.28 25.390 K Factor= 4.02 37 21.74 1.055 E 3.107 20.667 15.074 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 337 21.74 0.0977 0.0 31.542 3.083 Vel = 7.98 337 0.0 1.055 T 7.768 1.000 26.964 to 150.0 0.0 7.768 0.0 337A 21.74 0.0977 0.0 8.768 0.857 Vel = 7.98 0.0 21.74 27.821 K Factor= 4.12 38 20.37 1.055 2T 15.536 9.667 13.231 K Factor= 5.60 to 150.0 0.0 15.537 8.807 338 20.37 0.0867 0.0 25.204 2.184 Vel = 7.48 338 0.0 1.055 T 7.768 1.000 24.222 to 150.0 0.0 7.768 0.0 338A 20.37 0.0867 0.0 8.768 0.760 Vel = 7.48 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 7 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 20.37 24.982 K Factor= 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP7 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : SEVENTH Contract : 2143 Data File : Bldg C Calcs Middle Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG C) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP7 Date: 01/04/15 Design Remote area number: SEVENTH Remote area location: 3RD FLOOR MIDDLE UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.6 - GPM @ 71.4 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 51.587 C2 - Residual Flow : 1500 D2 - System Pressure : 71.406 Hose ( Demand ) : 100 D3 - System Demand : 151.587 Safety Margin : 78.306 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 D2 R �2 E 60 D 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 41 30.167 4.4 15.12 na 17.11 0.05 256 14.9 441 9.833 25.9 na 442A 9.833 26.48 na 443A 9.833 27.45 na D1 9.833 32.18 na D2 9.833 36.31 na TR 9.833 58.54 na BR 3.5 61.64 na BD 2.75 62.0 na BS 1.417 70.66 na BOR 1.0 70.86 na CITY 0.0 71.41 na 100.0 42 30.167 4.4 14.9 na 16.98 0.05 256 14.9 442 9.1 26.25 na 43 30.167 4.4 15.81 na 17.49 0.05 256 14.9 443 9.833 26.69 na 45 30.167 27.5 na 445 9.833 36.31 na 448A 9.833 36.31 na 446A 9.833 36.31 na 447A 9.833 36.31 na 46 30.167 27.5 na 446 9.833 36.31 na 47 30.167 27.5 na 447 9.833 36.31 na 48 30.167 27.5 na 448 9.833 36.31 na The maximum velocity is 12.64 and it occurs in the pipe between nodes 443A and D1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 17.11 1.055 E 3.107 20.500 15.122 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 441 17.11 0.0628 0.0 31.375 1.969 Vel = 6.28 441 0.0 1.055 E 3.107 6.167 25.898 to 150.0 0.0 3.107 0.0 442A 17.11 0.0628 0.0 9.274 0.582 Vel = 6.28 442A 16.98 1.291 0.0 11.542 26.480 to 150.0 0.0 0.0 0.0 443A 34.09 0.0841 0.0 11.542 0.971 Vel = 8.36 443A 17.50 1.291 T 6.553 19.583 27.451 to 150.0 0.0 6.553 0.0 D1 51.59 0.1809 0.0 26.136 4.727 Vel = 12.64 D 1 0.0 1.291 0.0 22.833 32.178 to 150.0 0.0 0.0 0.0 D2 51.59 0.1809 0.0 22.833 4.130 Vel = 12.64 D2 0.0 1.291 6E 19.659 103.250 36.308 to 150.0 0.0 19.659 0.0 TR 51.59 0.1809 0.0 122.909 22.230 Vel = 12.64 TR 0.0 1.639 0.0 6.333 58.538 to 150.0 0.0 0.0 2.743 BR 51.59 0.0565 0.0 6.333 0.358 Vel = 7.85 BR 0.0 1.639 0.0 0.667 61.639 to 150.0 0.0 0.0 0.325 BD 51.59 0.0570 0.0 0.667 0.038 Vel = 7.85 BD 0.0 1.639 0.0 1.417 62.002 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 51.59 0.0565 0.0 1.417 0.080 Vel = 7.85 BS 0.0 1.639 0.0 0.417 70.659 to 150.0 0.0 0.0 0.181 BOR 51.59 0.0552 0.0 0.417 0.023 Vel = 7.85 BOR 0.0 4.1 E 14.534 90.000 70.863 to 140.0 2F 11.627 58.135 0.433 CITY 51.59 0.0007 G 2.907 148.135 0.110 Vel = 1.25 T 29.067 100.00 Qa = 100.00 151.59 71.406 K Factor= 17.94 42 16.98 1.055 2T 15.536 20.500 14.900 K Factor=4.40 to 150.0 0.0 15.537 9.124 442 16.98 0.0619 0.0 36.037 2.231 Vel = 6.23 442 0.0 1.055 T 7.768 1.000 26.255 to 150.0 0.0 7.768 -0.317 442A 16.98 0.0618 0.0 8.768 0.542 Vel = 6.23 0.0 16.98 26.480 K Factor= 3.30 43 17.49 1.055 3E 9.322 22.500 15.805 K Factor=4.40 to 150.0 0.0 9.321 8.807 443 17.49 0.0654 0.0 31.821 2.080 Vel = 6.42 443 0.0 1.055 T 7.768 3.833 26.692 to 150.0 0.0 7.768 0.0 443A 17.49 0.0654 0.0 11.601 0.759 Vel = 6.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 17.49 27.451 K Factor= 3.34 45 0.0 1.055 E 3.107 20.500 27.501 to 150.0 T 7.768 10.875 8.807 445 0.0 0.0 0.0 31.375 0.0 Vel = 0 445 0.0 1.055 E 3.107 9.500 36.308 to 150.0 0.0 3.107 0.0 448A 0.0 0.0 0.0 12.607 0.0 Vel = 0 448A 0.0 1.291 0.0 3.625 36.308 to 150.0 0.0 0.0 0.0 446A 0.0 0.0 0.0 3.625 0.0 Vel = 0 446A 0.0 1.291 0.0 10.083 36.308 to 150.0 0.0 0.0 0.0 447A 0.0 0.0 0.0 10.083 0.0 Vel = 0 447A 0.0 1.291 T 6.553 10.917 36.308 to 150.0 0.0 6.553 0.0 D2 0.0 0.0 0.0 17.470 0.0 Vel = 0 0.0 0.0 36.308 K Factor= 0 46 0.0 1.055 E 3.107 20.667 27.501 to 150.0 T 7.768 10.875 8.807 446 0.0 0.0 0.0 31.542 0.0 Vel = 0 446 0.0 1.055 T 7.768 1.000 36.308 to 150.0 0.0 7.768 0.0 446A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.308 K Factor= 0 47 0.0 1.055 E 3.107 20.667 27.501 to 150.0 T 7.768 10.875 8.807 447 0.0 0.0 0.0 31.542 0.0 Vel = 0 447 0.0 1.055 T 7.768 1.000 36.308 to 150.0 0.0 7.768 0.0 447A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.308 K Factor= 0 48 0.0 1.055 2T 15.536 9.667 27.501 to 150.0 0.0 15.537 8.807 447 0.0 0.0 0.0 25.204 0.0 Vel = 0 0.0 0.0 36.308 K Factor= 0 448 0.0 1.055 T 7.768 1.000 36.308 to 150.0 0.0 7.768 0.0 448A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.308 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP7 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : EIGTH Contract : 2143 Data File : Bldg C Calcs Middle Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG C) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP7 Date: 01/04/15 Design Remote area number: EIGTH Remote area location: 3RD FLOOR MIDDLE STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 179.5 - GPM @ 96.3 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 13.065 C2 - Residual Pressure: 130 D2 - System Flow : 79.445 C2 - Residual Flow : 1500 D2 - System Pressure : 96.247 Hose ( Demand ) : 100 D3 - System Demand : 179.445 Safety Margin : 53.360 180 168 156 P 144 C2 R 132 E 120 S 108 D2 S 96 � 84 R �2 E 60 48 36 24 12 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 41 30.167 24.41 na 441 9.833 33.22 na 442A 9.833 33.22 na 443A 9.833 33.22 na D1 9.833 33.22 na D2 9.833 33.22 na TR 9.833 82.63 na BR 3.5 86.17 na BD 2.75 86.58 na BS 1.417 95.34 na BOR 1.0 95.57 na CITY 0.0 96.25 na 100.0 42 30.167 24.41 na 442 9.1 33.54 na 43 30.167 24.41 na 443 9.833 33.22 na 45 30.167 5.6 12.52 na 19.82 0.1 196 7.0 445 9.833 23.91 na 448A 9.833 24.95 na 446A 9.833 25.06 na 447A 9.833 26.19 na 46 30.167 5.6 12.85 na 20.08 0.1 196 7.0 446 9.833 24.32 na 47 30.167 5.6 12.25 na 19.6 0.1 196 7.0 447 9.833 23.6 na 48 30.167 5.6 12.69 na 19.95 0.1 196 7.0 448 9.833 24.95 na The maximum velocity is 19.47 and it occurs in the pipe between nodes D2 and TR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 0.0 1.055 E 3.107 20.500 24.412 to 150.0 T 7.768 10.875 8.807 441 0.0 0.0 0.0 31.375 -0.001 Vel = 0 441 0.0 1.055 E 3.107 6.167 33.218 to 150.0 0.0 3.107 0.0 442A 0.0 0.0 0.0 9.274 0.0 Vel = 0 442A 0.0 1.291 0.0 11.542 33.218 to 150.0 0.0 0.0 0.0 443A 0.0 0.0 0.0 11.542 0.0 Vel = 0 443A 0.0 1.291 T 6.553 19.583 33.218 to 150.0 0.0 6.553 0.0 D1 0.0 0.0 0.0 26.136 0.0 Vel = 0 D 1 0.0 1.291 0.0 22.833 33.218 to 150.0 0.0 0.0 0.0 D2 0.0 0.0 0.0 22.833 0.0 Vel = 0 D2 79.44 1.291 6E 19.659 103.250 33.218 to 150.0 0.0 19.659 0.0 TR 79.44 0.4021 0.0 122.909 49.416 Vel = 19.47 TR 0.0 1.639 0.0 6.333 82.634 to 150.0 0.0 0.0 2.743 BR 79.44 0.1257 0.0 6.333 0.796 Vel = 12.08 BR 0.0 1.639 0.0 0.667 86.173 to 150.0 0.0 0.0 0.325 BD 79.44 0.1259 0.0 0.667 0.084 Vel = 12.08 BD 0.0 1.639 0.0 1.417 86.582 to 150.0 0.0 0.0 8.577 * � Fixed Loss = 8 BS 79.44 0.1256 0.0 1.417 0.178 Vel = 12.08 BS 0.0 1.639 0.0 0.417 95.337 to 150.0 0.0 0.0 0.181 BOR 79.44 0.1247 0.0 0.417 0.052 Vel = 12.08 BOR 0.0 4.1 E 14.534 90.000 95.570 to 140.0 2F 11.627 58.135 0.433 CITY 79.44 0.0016 G 2.907 148.135 0.244 Vel = 1.93 T 29.067 100.00 Qa = 100.00 179.44 96.247 K Factor= 18.29 42 0.0 1.055 2T 15.536 20.500 24.412 to 150.0 0.0 15.537 9.124 442 0.0 0.0 0.0 36.037 0.0 Vel = 0 442 0.0 1.055 T 7.768 1.000 33.536 to 150.0 0.0 7.768 -0.317 442A 0.0 -0.0001 0.0 8.768 -0.001 Vel = 0 0.0 0.0 33.218 K Factor= 0 43 0.0 1.055 3E 9.322 22.500 24.412 to 150.0 0.0 9.321 8.807 443 0.0 0.0 0.0 31.821 -0.001 Vel = 0 443 0.0 1.055 T 7.768 3.833 33.218 to 150.0 0.0 7.768 0.0 443A 0.0 0.0 0.0 11.601 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 33.218 K Factor= 0 45 19.82 1.055 E 3.107 20.500 12.521 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 445 19.82 0.0823 0.0 31.375 2.583 Vel = 7.27 445 0.0 1.055 E 3.107 9.500 23.911 to 150.0 0.0 3.107 0.0 448A 19.82 0.0823 0.0 12.607 1.038 Vel = 7.27 448A 0.0 1.291 0.0 3.625 24.949 to 150.0 0.0 0.0 0.0 446A 19.82 0.0309 0.0 3.625 0.112 Vel = 4.86 446A 20.07 1.291 0.0 10.083 25.061 to 150.0 0.0 0.0 0.0 447A 39.89 0.1125 0.0 10.083 1.134 Vel = 9.78 447A 39.55 1.291 T 6.553 10.917 26.195 to 150.0 0.0 6.553 0.0 D2 79.44 0.4020 0.0 17.470 7.023 Vel = 19.47 0.0 79.44 33.218 K Factor= 13.78 46 20.08 1.055 E 3.107 20.667 12.854 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 446 20.08 0.0843 0.0 31.542 2.660 Vel = 7.37 446 0.0 1.055 T 7.768 1.000 24.321 to 150.0 0.0 7.768 0.0 446A 20.08 0.0844 0.0 8.768 0.740 Vel = 7.37 0.0 20.08 25.061 K Factor= 4.01 47 19.60 1.055 E 3.107 20.667 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 447 19.6 0.0807 0.0 31.542 2.545 Vel = 7.19 447 19.95 1.055 T 7.768 1.000 23.602 to 150.0 0.0 7.768 0.0 447A 39.55 0.2957 0.0 8.768 2.593 Vel = 14.52 0.0 39.55 26.195 K Factor= 7.73 48 19.95 1.055 2T 15.536 9.667 12.693 K Factor= 5.60 to 150.0 0.0 15.537 8.807 447 19.95 0.0834 0.0 25.204 2.102 Vel = 7.32 0.0 19.95 23.602 K Factor= 4.11 448 0.0 1.055 T 7.768 1.000 24.949 to 150.0 0.0 7.768 0.0 448A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 24.949 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP9 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : NINTH Contract : 2143 Data File : Bldg D Calcs End Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG D) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP9 Date: 01/04/15 Design Remote area number: N I NTH Remote area location: 3RD FLOOR END UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.8 - GPM @ 74.0 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 11.333 C2 - Residual Pressure: 130 D2 - System Flow : 51.755 C2 - Residual Flow : 1500 D2 - System Pressure : 73.933 Hose ( Demand ) : 100 D3 - System Demand : 151.755 Safety Margin : 75.779 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 D2 R �2 E 60 D 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 51 26.167 4.4 15.22 na 17.17 0.05 256 14.9 551 5.833 26.01 na 552A 5.833 26.59 na 553A 5.833 27.57 na E1 5.833 32.5 na E2 5.833 34.82 na E3 7.833 42.4 na TR 9.833 61.06 na BR 3.417 64.2 na BD 2.75 64.53 na BS 1.417 73.19 na BOR 1.0 73.39 na CITY 0.0 73.93 na 100.0 52 26.167 4.4 14.9 na 16.98 0.05 256 14.9 552 5.833 25.94 na 53 26.167 4.4 16.01 na 17.6 0.05 256 14.9 553 5.833 26.92 na 55 26.167 26.01 na 555 5.833 34.82 na 558A 5.833 34.82 na 556A 5.833 34.82 na 557A 5.833 34.82 na 56 26.167 26.01 na 556 5.833 34.82 na 57 26.167 26.01 na 557 5.833 34.82 na 58 26.167 26.01 na 558 5.833 34.82 na The maximum velocity is 12.69 and it occurs in the pipe between nodes 553A and E1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 51 17.17 1.055 E 3.107 20.500 15.221 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 551 17.17 0.0631 0.0 31.375 1.980 Vel = 6.30 551 0.0 1.055 E 3.107 6.167 26.008 to 150.0 0.0 3.107 0.0 552A 17.17 0.0632 0.0 9.274 0.586 Vel = 6.30 552A 16.98 1.291 0.0 11.542 26.594 to 150.0 0.0 0.0 0.0 553A 34.15 0.0843 0.0 11.542 0.973 Vel = 8.37 553A 17.61 1.291 T 6.553 20.583 27.567 to 150.0 0.0 6.553 0.0 E1 51.76 0.1820 0.0 27.136 4.938 Vel = 12.69 E 1 0.0 1.291 0.0 12.708 32.505 to 150.0 0.0 0.0 0.0 E2 51.76 0.1819 0.0 12.708 2.312 Vel = 12.69 E2 0.0 1.291 3E 9.829 36.625 34.817 to 150.0 0.0 9.830 -0.866 E3 51.76 0.1820 0.0 46.455 8.453 Vel = 12.69 E3 0.0 1.527 9E 42.038 201.000 42.404 to 150.0 0.0 42.038 -0.866 TR 51.76 0.0803 0.0 243.038 19.523 Vel = 9.07 TR 0.0 1.639 0.0 6.333 61.061 to 150.0 0.0 0.0 2.779 BR 51.76 0.0568 0.0 6.333 0.360 Vel = 7.87 BR 0.0 1.639 0.0 0.667 64.200 to 150.0 0.0 0.0 0.289 BD 51.76 0.0570 0.0 0.667 0.038 Vel = 7.87 BD 0.0 1.639 0.0 1.417 64.527 to 150.0 0.0 0.0 8.577 � * Fixed Loss = 8 BS 51.76 0.0572 0.0 1.417 0.081 Vel = 7.87 BS 0.0 1.639 0.0 0.417 73.185 to 150.0 0.0 0.0 0.181 BOR 51.76 0.0576 0.0 0.417 0.024 Vel = 7.87 BOR 0.0 4.1 E 14.534 90.000 73.390 to 140.0 2F 11.627 58.135 0.433 CITY 51.76 0.0007 G 2.907 148.135 0.110 Vel = 1.26 T 29.067 100.00 Qa = 100.00 151.76 73.933 K Factor= 17.65 52 16.98 1.055 2T 15.536 20.500 14.900 K Factor=4.40 to 150.0 0.0 15.537 8.807 552 16.98 0.0619 0.0 36.037 2.231 Vel = 6.23 552 0.0 1.055 T 7.768 2.833 25.938 to 150.0 0.0 7.768 0.0 552A 16.98 0.0619 0.0 10.601 0.656 Vel = 6.23 0.0 16.98 26.594 K Factor= 3.29 53 17.60 1.055 3E 9.322 22.500 16.009 K Factor=4.40 to 150.0 0.0 9.321 8.807 553 17.6 0.0662 0.0 31.821 2.105 Vel = 6.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 553 0.0 1.055 T 7.768 2.000 26.921 to 150.0 0.0 7.768 0.0 553A 17.6 0.0661 0.0 9.768 0.646 Vel = 6.46 0.0 17.60 27.567 K Factor= 3.35 55 0.0 1.055 E 3.107 20.500 26.010 to 150.0 T 7.768 10.875 8.807 555 0.0 0.0 0.0 31.375 0.0 Vel = 0 555 0.0 1.055 T 7.768 9.500 34.817 to 150.0 0.0 7.768 0.0 558A 0.0 0.0 0.0 17.268 0.0 Vel = 0 558A 0.0 1.291 0.0 3.625 34.817 to 150.0 0.0 0.0 0.0 556A 0.0 0.0 0.0 3.625 0.0 Vel = 0 556A 0.0 1.291 0.0 10.083 34.817 to 150.0 0.0 0.0 0.0 557A 0.0 0.0 0.0 10.083 0.0 Vel = 0 557A 0.0 1.291 T 6.553 11.917 34.817 to 150.0 0.0 6.553 0.0 E2 0.0 0.0 0.0 18.470 0.0 Vel = 0 0.0 0.0 34.817 K Factor= 0 56 0.0 1.055 E 3.107 20.667 26.010 to 150.0 T 7.768 10.875 8.807 556 0.0 0.0 0.0 31.542 0.0 Vel = 0 556 0.0 1.055 T 7.768 1.000 34.817 to 150.0 0.0 7.768 0.0 556A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.817 K Factor= 0 57 0.0 1.055 E 3.107 20.667 26.010 to 150.0 T 7.768 10.875 8.807 557 0.0 0.0 0.0 31.542 0.0 Vel = 0 557 0.0 1.055 T 7.768 1.000 34.817 to 150.0 0.0 7.768 0.0 557A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.817 K Factor= 0 58 0.0 1.055 2T 15.536 9.667 26.010 to 150.0 0.0 15.537 8.807 558 0.0 0.0 0.0 25.204 0.0 Vel = 0 558 0.0 1.055 T 7.768 1.000 34.817 to 150.0 0.0 7.768 0.0 558A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 34.817 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP9 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : TENTH Contract : 2143 Data File : Bldg D Calcs End Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG D) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP9 Date: 01/04/15 Design Remote area number: TENTH Remote area location: 3RD FLOOR END STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 182.0 - GPM @ 113.2 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 11.333 C2 - Residual Pressure: 130 D2 - System Flow : 81.995 C2 - Residual Flow : 1500 D2 - System Pressure : 113.193 Hose ( Demand ) : 100 D3 - System Demand : 181.995 Safety Margin : 36.403 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 51 26.167 26.89 na 551 5.833 35.69 na 552A 5.833 35.69 na 553A 5.833 35.69 na E1 5.833 35.69 na E2 5.833 35.69 na E3 7.833 54.63 na TR 9.833 99.5 na BR 3.417 103.12 na BD 2.75 103.5 na BS 1.417 112.26 na BOR 1.0 112.5 na CITY 0.0 113.19 na 100.0 52 26.167 26.89 na 552 5.833 35.69 na 53 26.167 26.89 na 553 5.833 35.69 na 55 26.167 5.6 12.25 na 19.6 0.1 196 7.0 555 5.833 23.59 na 558A 5.833 24.98 na 556A 5.833 25.39 na 557A 5.833 27.82 na 56 26.167 5.6 13.12 na 20.28 0.1 196 7.0 556 5.833 24.64 na 57 26.167 5.6 15.07 na 21.74 0.1 196 7.0 557 5.833 26.96 na 58 26.167 5.6 13.23 na 20.37 0.1 196 7.0 558 5.833 24.22 na The maximum velocity is 20.1 and it occurs in the pipe between nodes E2 and E3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 51 0.0 1.055 E 3.107 20.500 26.887 to 150.0 T 7.768 10.875 8.807 551 0.0 0.0 0.0 31.375 0.0 Vel = 0 551 0.0 1.055 E 3.107 6.167 35.694 to 150.0 0.0 3.107 0.0 552A 0.0 0.0 0.0 9.274 0.0 Vel = 0 552A 0.0 1.291 0.0 11.542 35.694 to 150.0 0.0 0.0 0.0 553A 0.0 0.0 0.0 11.542 0.0 Vel = 0 553A 0.0 1.291 T 6.553 20.583 35.694 to 150.0 0.0 6.553 0.0 E1 0.0 0.0 0.0 27.136 0.0 Vel = 0 E 1 0.0 1.291 0.0 12.708 35.694 to 150.0 0.0 0.0 0.0 E2 0.0 0.0 0.0 12.708 0.0 Vel = 0 E2 81.99 1.291 3E 9.829 36.625 35.694 to 150.0 0.0 9.830 -0.866 E3 81.99 0.4262 0.0 46.455 19.801 Vel = 20.10 E3 0.0 1.527 9E 42.038 201.000 54.629 to 150.0 0.0 42.038 -0.866 TR 81.99 0.1882 0.0 243.038 45.735 Vel = 14.36 TR 0.0 1.639 0.0 6.333 99.498 to 150.0 0.0 0.0 2.779 BR 81.99 0.1333 0.0 6.333 0.844 Vel = 12.47 BR 0.0 1.639 0.0 0.667 103.121 to 150.0 0.0 0.0 0.289 BD 81.99 0.1334 0.0 0.667 0.089 Vel = 12.47 BD 0.0 1.639 0.0 1.417 103.499 to 150.0 0.0 0.0 8.577 � * Fixed Loss = 8 BS 81.99 0.1334 0.0 1.417 0.189 Vel = 12.47 BS 0.0 1.639 0.0 0.417 112.265 to 150.0 0.0 0.0 0.181 BOR 81.99 0.1343 0.0 0.417 0.056 Vel = 12.47 BOR 0.0 4.1 E 14.534 90.000 112.502 to 140.0 2F 11.627 58.135 0.433 CITY 81.99 0.0017 G 2.907 148.135 0.258 Vel = 1.99 T 29.067 100.00 Qa = 100.00 181.99 113.193 K Factor= 17.11 52 0.0 1.055 2T 15.536 20.500 26.887 to 150.0 0.0 15.537 8.807 552 0.0 0.0 0.0 36.037 0.0 Vel = 0 552 0.0 1.055 T 7.768 2.833 35.694 to 150.0 0.0 7.768 0.0 552A 0.0 0.0 0.0 10.601 0.0 Vel = 0 0.0 0.0 35.694 K Factor= 0 53 0.0 1.055 3E 9.322 22.500 26.887 to 150.0 0.0 9.321 8.807 553 0.0 0.0 0.0 31.821 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 553 0.0 1.055 T 7.768 2.000 35.694 to 150.0 0.0 7.768 0.0 553A 0.0 0.0 0.0 9.768 0.0 Vel = 0 0.0 0.0 35.694 K Factor= 0 55 19.60 1.055 E 3.107 20.500 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 555 19.6 0.0807 0.0 31.375 2.531 Vel = 7.19 555 0.0 1.055 T 7.768 9.500 23.588 to 150.0 0.0 7.768 0.0 558A 19.6 0.0807 0.0 17.268 1.394 Vel = 7.19 558A 20.37 1.291 0.0 3.625 24.982 to 150.0 0.0 0.0 0.0 556A 39.97 0.1126 0.0 3.625 0.408 Vel = 9.80 556A 20.28 1.291 0.0 10.083 25.390 to 150.0 0.0 0.0 0.0 557A 60.25 0.2411 0.0 10.083 2.431 Vel = 14.77 557A 21.74 1.291 T 6.553 11.917 27.821 to 150.0 0.0 6.553 0.0 E2 81.99 0.4263 0.0 18.470 7.873 Vel = 20.10 0.0 81.99 35.694 K Factor= 13.72 56 20.28 1.055 E 3.107 20.667 13.119 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 556 20.28 0.0859 0.0 31.542 2.711 Vel = 7.44 556 0.0 1.055 T 7.768 1.000 24.637 to 150.0 0.0 7.768 0.0 556A 20.28 0.0859 0.0 8.768 0.753 Vel = 7.44 0.0 20.28 25.390 K Factor= 4.02 57 21.74 1.055 E 3.107 20.667 15.074 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 557 21.74 0.0977 0.0 31.542 3.083 Vel = 7.98 557 0.0 1.055 T 7.768 1.000 26.964 to 150.0 0.0 7.768 0.0 557A 21.74 0.0977 0.0 8.768 0.857 Vel = 7.98 0.0 21.74 27.821 K Factor= 4.12 58 20.37 1.055 2T 15.536 9.667 13.231 K Factor= 5.60 to 150.0 0.0 15.537 8.807 558 20.37 0.0867 0.0 25.204 2.184 Vel = 7.48 558 0.0 1.055 T 7.768 1.000 24.222 to 150.0 0.0 7.768 0.0 558A 20.37 0.0867 0.0 8.768 0.760 Vel = 7.48 0.0 20.37 24.982 K Factor= 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP9 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : ELEVENTH Contract : 2143 Data File : Bldg D Calcs Middle Unit.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG D) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP9 Date: 01/04/15 Design Remote area number: ELEVENTH Remote area location: 3RD FLOOR MIDDLE UNIT Occupancyclassification: RESIDENTIAL Density: .05 Area of application: 3 HEADS Coverage per sprinkler: 256 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 3 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 151.8 - GPM @ 84.7 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 12.199 C2 - Residual Pressure: 130 D2 - System Flow : 51.755 C2 - Residual Flow : 1500 D2 - System Pressure : 84.640 Hose ( Demand ) : 100 D3 - System Demand : 151.755 Safety Margin : 65.072 180 168 156 P 144 C2 R 132 E 120 S 108 S 96 D2 � 84 R 72 � E 60 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 61 28.167 4.4 15.22 na 17.17 0.05 256 14.9 661 7.833 26.01 na 662A 7.833 26.59 na 663A 7.833 27.57 na F1 7.833 32.28 na F2 7.833 36.43 na F3 9.833 44.25 na TR 9.833 71.77 na BR 3.5 74.87 na BD 2.75 75.23 na BS 1.417 83.89 na BOR 1.0 84.1 na CITY 0.0 84.64 na 100.0 62 28.167 4.4 14.9 na 16.98 0.05 256 14.9 662 7.833 25.94 na 63 28.167 4.4 16.01 na 17.6 0.05 256 14.9 663 7.833 26.92 na 65 28.167 27.63 na 665 7.833 36.43 na 668A 7.833 36.43 na 666A 7.833 36.43 na 667A 7.833 36.43 na 66 28.167 27.63 na 666 7.833 36.43 na 67 28.167 27.63 na 667 7.833 36.43 na 68 28.167 27.63 na 668 7.833 36.43 na The maximum velocity is 12.69 and it occurs in the pipe between nodes 663A and F1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 61 17.17 1.055 E 3.107 20.500 15.221 K Factor=4.40 to 150.0 T 7.768 10.875 8.807 661 17.17 0.0631 0.0 31.375 1.980 Vel = 6.30 661 0.0 1.055 E 3.107 6.167 26.008 to 150.0 0.0 3.107 0.0 662A 17.17 0.0632 0.0 9.274 0.586 Vel = 6.30 662A 16.98 1.291 0.0 11.542 26.594 to 150.0 0.0 0.0 0.0 663A 34.15 0.0843 0.0 11.542 0.973 Vel = 8.37 663A 17.61 1.291 T 6.553 19.333 27.567 to 150.0 0.0 6.553 0.0 F1 51.76 0.1820 0.0 25.886 4.710 Vel = 12.69 F1 0.0 1.291 0.0 22.833 32.277 to 150.0 0.0 0.0 0.0 F2 51.76 0.1820 0.0 22.833 4.155 Vel = 12.69 F2 0.0 1.291 3E 9.829 37.917 36.432 to 150.0 0.0 9.830 -0.866 F3 51.76 0.1820 0.0 47.747 8.688 Vel = 12.69 F3 0.0 1.291 8E 26.212 125.000 44.254 to 150.0 0.0 26.212 0.0 TR 51.76 0.1820 0.0 151.212 27.514 Vel = 12.69 TR 0.0 1.639 0.0 6.333 71.768 to 150.0 0.0 0.0 2.743 BR 51.76 0.0568 0.0 6.333 0.360 Vel = 7.87 BR 0.0 1.639 0.0 0.667 74.871 to 150.0 0.0 0.0 0.325 BD 51.76 0.0570 0.0 0.667 0.038 Vel = 7.87 BD 0.0 1.639 0.0 1.417 75.234 to 150.0 0.0 0.0 8.577 � * Fixed Loss = 8 BS 51.76 0.0572 0.0 1.417 0.081 Vel = 7.87 BS 0.0 1.639 0.0 0.417 83.892 to 150.0 0.0 0.0 0.181 BOR 51.76 0.0552 0.0 0.417 0.023 Vel = 7.87 BOR 0.0 4.1 E 14.534 90.000 84.096 to 140.0 2F 11.627 58.135 0.433 CITY 51.76 0.0007 G 2.907 148.135 0.111 Vel = 1.26 T 29.067 100.00 Qa = 100.00 151.76 84.640 K Factor= 16.50 62 16.98 1.055 2T 15.536 20.500 14.900 K Factor=4.40 to 150.0 0.0 15.537 8.807 662 16.98 0.0619 0.0 36.037 2.231 Vel = 6.23 662 0.0 1.055 T 7.768 2.833 25.938 to 150.0 0.0 7.768 0.0 662A 16.98 0.0619 0.0 10.601 0.656 Vel = 6.23 0.0 16.98 26.594 K Factor= 3.29 63 17.60 1.055 3E 9.322 22.500 16.009 K Factor=4.40 to 150.0 0.0 9.321 8.807 663 17.6 0.0662 0.0 31.821 2.105 Vel = 6.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 663 0.0 1.055 T 7.768 2.000 26.921 to 150.0 0.0 7.768 0.0 663A 17.6 0.0661 0.0 9.768 0.646 Vel = 6.46 0.0 17.60 27.567 K Factor= 3.35 65 0.0 1.055 E 3.107 20.500 27.625 to 150.0 T 7.768 10.875 8.807 665 0.0 0.0 0.0 31.375 0.0 Vel = 0 665 0.0 1.055 T 7.768 9.500 36.432 to 150.0 0.0 7.768 0.0 668A 0.0 0.0 0.0 17.268 0.0 Vel = 0 668A 0.0 1.291 0.0 3.625 36.432 to 150.0 0.0 0.0 0.0 666A 0.0 0.0 0.0 3.625 0.0 Vel = 0 666A 0.0 1.291 0.0 10.083 36.432 to 150.0 0.0 0.0 0.0 667A 0.0 0.0 0.0 10.083 0.0 Vel = 0 667A 0.0 1.291 T 6.553 10.667 36.432 to 150.0 0.0 6.553 0.0 F2 0.0 0.0 0.0 17.220 0.0 Vel = 0 0.0 0.0 36.432 K Factor= 0 66 0.0 1.055 E 3.107 20.667 27.625 to 150.0 T 7.768 10.875 8.807 666 0.0 0.0 0.0 31.542 0.0 Vel = 0 666 0.0 1.055 T 7.768 1.000 36.432 to 150.0 0.0 7.768 0.0 666A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.432 K Factor= 0 67 0.0 1.055 E 3.107 20.667 27.625 to 150.0 T 7.768 10.875 8.807 667 0.0 0.0 0.0 31.542 0.0 Vel = 0 667 0.0 1.055 T 7.768 1.000 36.432 to 150.0 0.0 7.768 0.0 667A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.432 K Factor= 0 68 0.0 1.055 2T 15.536 9.667 27.625 to 150.0 0.0 15.537 8.807 668 0.0 0.0 0.0 25.204 0.0 Vel = 0 668 0.0 1.055 T 7.768 1.000 36.432 to 150.0 0.0 7.768 0.0 668A 0.0 0.0 0.0 8.768 0.0 Vel = 0 0.0 0.0 36.432 K Factor= 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ _ _ Fire Proteckion 6y Computer Design All-State Fire Protection, Inc 6045 E. 76th Avenue, #12 Commerce City, CO 80022 303-288-3901 Job Name : Lions Ridge Apartments Building : FP9 Location : 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 System : TWELVETH Contract : 2143 Data File : Bldg D Calcs Middle Stairs.wxf Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 All-State Fire Protection, Inc Page 1 Lions Ridge Apartments Date 1/4/15 HYDRAULIC CALCULATIONS for Projectname: LION'S RIDGE APARTMENTS (BLDG D) Location: 1280 N. FRONTAGE ROAD WEST VAIL, CO 81657 Drawing no: FP9 Date: 01/04/15 Design Remote area number: TW ELVETH Remote area location: 3RD FLOOR MIDDLE STAIRS Occupancy classification: LIGHT Density: .10 Area of application: 4 HEADS Coverage per sprinkler: 196 Type ofsprinklers calculated: SIDEWALL No, of sprinklers calculated: 4 In-rack demand: N/A Hose streams: 100 Total water required(including hose streams): 182.0 - GPM @ 132.8 Type of system: W ET SYSTEM Volume of dry or preaction system: N/A- Gal Water supply information Date: 5/27/14 Location: EXISTING CITY MAIN Source: SHANER LIFE SAFETY Name of contractor: ALL-STATE FIRE PROTECTION, INC. Address: 6045 E. 76th AVENUE #12 COMMERCE CITY, CO 80022 Phone number: 303-288-3901 Name of designer: E. KOLECKE Authority having jurisdiction: VAIL F.D. Notes:(Include peaking information or gridded systems here.) WATER FLOW TEST REDUCED BY 10% Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C All-State Fire Protection, Inc Page 2 Lions Ridge Apartments Date 1/4/15 City Water Supply: Demand: C1 - Static Pressure : 150 D1 - Elevation : 12.199 C2 - Residual Pressure: 130 D2 - System Flow : 81.995 C2 - Residual Flow : 1500 D2 - System Pressure : 132.796 Hose ( Demand ) : 100 D3 - System Demand : 181.995 Safety Margin : 16.800 180 168 156 P 144 D2 C2 R 132 E 120 S 108 S 96 � 84 R �2 E 60 48 36 24 12 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N ^ 1.85 ) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary All-State Fire Protection, Inc Page 3 Lions Ridge Apartments Date 1/4/15 Fitting Legend Abbrev. Name Yz 3/a 1 1'/a 1'/z 2 2'/2 3 3'/2 4 5 6 8 10 12 14 16 18 20 24 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 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 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 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 Pressure / Flow Summary - STANDARD All-State Fire Protection, Inc Page 4 Lions Ridge Apartments Date 1/4/15 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 61 28.167 26.35 na 661 7.833 35.16 na 662A 7.833 35.16 na 663A 7.833 35.16 na F1 7.833 35.16 na F2 7.833 35.16 na F3 9.833 54.65 na TR 9.833 119.1 na BR 3.5 122.69 na BD 2.75 123.1 na BS 1.417 131.87 na BOR 1.0 132.1 na CITY 0.0 132.8 na 100.0 62 28.167 26.35 na 662 7.833 35.16 na 63 28.167 26.35 na 663 7.833 35.16 na 65 28.167 5.6 12.25 na 19.6 0.1 196 7.0 665 7.833 23.59 na 668A 7.833 24.98 na 666A 7.833 25.39 na 667A 7.833 27.82 na 66 28.167 5.6 13.12 na 20.28 0.1 196 7.0 666 7.833 24.64 na 67 28.167 5.6 15.07 na 21.74 0.1 196 7.0 667 7.833 26.96 na 68 28.167 5.6 13.23 na 20.37 0.1 196 7.0 668 7.833 24.22 na The maximum velocity is 20.1 and it occurs in the pipe between nodes F2 and F3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 5 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 61 0.0 1.055 E 3.107 20.500 26.354 to 150.0 T 7.768 10.875 8.807 661 0.0 0.0 0.0 31.375 0.0 Vel = 0 661 0.0 1.055 E 3.107 6.167 35.161 to 150.0 0.0 3.107 0.0 662A 0.0 0.0 0.0 9.274 0.0 Vel = 0 662A 0.0 1.291 0.0 11.542 35.161 to 150.0 0.0 0.0 0.0 663A 0.0 0.0 0.0 11.542 0.0 Vel = 0 663A 0.0 1.291 T 6.553 19.333 35.161 to 150.0 0.0 6.553 0.0 F1 0.0 0.0 0.0 25.886 0.0 Vel = 0 F1 0.0 1.291 0.0 22.833 35.161 to 150.0 0.0 0.0 0.0 F2 0.0 0.0 0.0 22.833 0.0 Vel = 0 F2 81.99 1.291 3E 9.829 37.917 35.161 to 150.0 0.0 9.830 -0.866 F3 81.99 0.4262 0.0 47.747 20.352 Vel = 20.10 F3 0.0 1.291 8E 26.212 125.000 54.647 to 150.0 0.0 26.212 0.0 TR 81.99 0.4262 0.0 151.212 64.454 Vel = 20.10 TR 0.0 1.639 0.0 6.333 119.101 to 150.0 0.0 0.0 2.743 BR 81.99 0.1333 0.0 6.333 0.844 Vel = 12.47 BR 0.0 1.639 0.0 0.667 122.688 to 150.0 0.0 0.0 0.325 BD 81.99 0.1334 0.0 0.667 0.089 Vel = 12.47 BD 0.0 1.639 0.0 1.417 123.102 to 150.0 0.0 0.0 8.577 � * Fixed Loss = 8 BS 81.99 0.1334 0.0 1.417 0.189 Vel = 12.47 BS 0.0 1.639 0.0 0.417 131.868 to 150.0 0.0 0.0 0.181 BOR 81.99 0.1319 0.0 0.417 0.055 Vel = 12.47 BOR 0.0 4.1 E 14.534 90.000 132.104 to 140.0 2F 11.627 58.135 0.433 CITY 81.99 0.0017 G 2.907 148.135 0.259 Vel = 1.99 T 29.067 100.00 Qa = 100.00 181.99 132.796 K Factor= 15.79 62 0.0 1.055 2T 15.536 20.500 26.354 to 150.0 0.0 15.537 8.807 662 0.0 0.0 0.0 36.037 0.0 Vel = 0 662 0.0 1.055 T 7.768 2.833 35.161 to 150.0 0.0 7.768 0.0 662A 0.0 0.0 0.0 10.601 0.0 Vel = 0 0.0 0.0 35.161 K Factor= 0 63 0.0 1.055 3E 9.322 22.500 26.354 to 150.0 0.0 9.321 8.807 663 0.0 0.0 0.0 31.821 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams All-State Fire Protection, Inc Page 6 Lions Ridge Apartments Date 1/4/15 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. °C' or Ftng's Pe Pv �� Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 663 0.0 1.055 T 7.768 2.000 35.161 to 150.0 0.0 7.768 0.0 663A 0.0 0.0 0.0 9.768 0.0 Vel = 0 0.0 0.0 35.161 K Factor= 0 65 19.60 1.055 E 3.107 20.500 12.250 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 665 19.6 0.0807 0.0 31.375 2.531 Vel = 7.19 665 0.0 1.055 T 7.768 9.500 23.588 to 150.0 0.0 7.768 0.0 668A 19.6 0.0807 0.0 17.268 1.394 Vel = 7.19 668A 20.37 1.291 0.0 3.625 24.982 to 150.0 0.0 0.0 0.0 666A 39.97 0.1126 0.0 3.625 0.408 Vel = 9.80 666A 20.28 1.291 0.0 10.083 25.390 to 150.0 0.0 0.0 0.0 667A 60.25 0.2411 0.0 10.083 2.431 Vel = 14.77 667A 21.74 1.291 T 6.553 10.667 27.821 to 150.0 0.0 6.553 0.0 F2 81.99 0.4262 0.0 17.220 7.340 Vel = 20.10 0.0 81.99 35.161 K Factor= 13.83 66 20.28 1.055 E 3.107 20.667 13.119 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 666 20.28 0.0859 0.0 31.542 2.711 Vel = 7.44 666 0.0 1.055 T 7.768 1.000 24.637 to 150.0 0.0 7.768 0.0 666A 20.28 0.0859 0.0 8.768 0.753 Vel = 7.44 0.0 20.28 25.390 K Factor= 4.02 67 21.74 1.055 E 3.107 20.667 15.074 K Factor= 5.60 to 150.0 T 7.768 10.875 8.807 667 21.74 0.0977 0.0 31.542 3.083 Vel = 7.98 667 0.0 1.055 T 7.768 1.000 26.964 to 150.0 0.0 7.768 0.0 667A 21.74 0.0977 0.0 8.768 0.857 Vel = 7.98 0.0 21.74 27.821 K Factor= 4.12 68 20.37 1.055 2T 15.536 9.667 13.231 K Factor= 5.60 to 150.0 0.0 15.537 8.807 668 20.37 0.0867 0.0 25.204 2.184 Vel = 7.48 668 0.0 1.055 T 7.768 1.000 24.222 to 150.0 0.0 7.768 0.0 668A 20.37 0.0867 0.0 8.768 0.760 Vel = 7.48 0.0 20.37 24.982 K Factor= 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CO Worldwide www,tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential Sprinklers 4.4 K-factor Horizontal Sidewall Wet Pipe Systems General The Series LFII Residential Sprinklers has been designed with heat sensitivity Description and water distribution characteristics proven to help in the control of residen- The TYCO RAPID RESPONSE Series tial fires and to improve the chance for f LFII Residential Horizontal Sidewall occupants to escape or be evacuated. ►� "� Sprinklers (TY2334) are decorative, ' fast re �nse. frangible bulb sorin- � � klers � s�yr , fr u �n ;� �n� The Series LFII Residential Horizontal L � occu� icie �u� � ho^-�� apr - Sidewall Sprinklers(TY2334)described ments, u�rr��,.,� :, a��u ��„ce��. ��an herein must be installed and maintained aesthetics and .,�cimized flow charac- in compliance with this document and teristics are the major consideration, with the applicable standards of the the Series LFII Residential Sprinklers National Fire Protection Association, in (TY2334)should be the first choice. addition to the standards of any author- The Series LFII Residential Sprinklers ities having jurisdiction. Failure to do so are intended for use in the following may impair the performance of these �'�, scenarios: devices. �' • wet pipe residential sprinkler systems The owner is responsible for main- � for one-and two-family dwellings and taining their fire protection system and -�: - mobile homes per NFPA 13D devices in proper operating condition. l� The installing contractor or sprinkler �� • wet pipe residential sprinkler systems manufacturer should be contacted with e�'`""" for residential occupancies up to and any questions. including four stories in height per NFPA 13R S rinkler • wet pipe sprinkler systems for the p Technical residential portions of any occupancy /dentification Data per NFPA 13 The recessed version of the Series Number (S/N) Approvals LFII Residential Sprinklers is intended UL and C-UL Listed for use in areas with finished walls. TY2334 NSF Certified to NSF/ANSI 61 It employs a two-piece Style 20 For details on approvals, refer to the Recessed Escutcheon.The Recessed Escutcheon provides 1/4 inch(6,4 mm) Design Criteria section. of recessed adjustment or up to 1/2 inch Maximum Working Pressure (12,7 mm)of total adjustment from the Maximum 175 psi (12,1 bar) flush mounting surface position. The adjustment provided by the Recessed Discharge Coefficient Escutcheon reduces the accuracy to K=4.4 GPM/psi��2(63,4 LPM/bar1i2) which the pipe nipples to the sprinklers must be cut. Temperature Rating 155°F(68°C)or 175°F(79°C) IMPORTANT Always refer to Technical Data Finishes Sheet TFP700 for the "INSTALLER Natural Brass WARNING" that provides cautions Signal White with respect to handling and Chrome Plated installation of sprinkler systems and Physical Characteristics components. Improper handling and Frame. . . . . . . . . . . . . . . . . . . . Brass installation can permanently damage Button. . . . . . . . . . . . . . . . . . . Bronze a sprinklersystem orits components Sealing Assembly. . . . . . . . .Beryllium and cause the sprinkler to fail to Nickel w/TEFLON operafe in a fire situation or cause it Bulb . . . . . . . . . . . . . . . . .3 mm Glass to operate prematurely. Compression Screw. . . . . . . . Bronze Deflector. . . . . . . . . . . . . . . . . Copper Page 1 of 6 APRIL 2013 TFP412 TFP412 Page2of6 Components: WRENCH 1 - Frame FLATS �/RENCH 2 - Button � F�,4TS 3 - Sealing TOP-OF- � Assembly DEFLECTOR 1/2" NPT 4 - Bulb 5 - Compression 7/16" (11,1 mm) Screw � NOMINAL 2-7/8" DIA. 6 - Deflector* � 6* 5 4 2 MAKE-IN (73,0 mm) *Temperature rating _ CENTERLWE is indicated on top f OF WATERWAY of Deflector. ��1g�� 1 STYLE 20 RECESSED (11,1 mm) 1_��2„ � ESCUTCHEON END-OF- �(38,1 mm)~ ESCUTCHEON DEFLECTOR 2-1/8" � PLATE SEATING BOSS (54,0 mm) SURFACE RECESSED FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS(TY2334) 7/16±1/8" ~(11,1±3,2 mm) MOUNTING FACE OF / WRENCH RECESS SURFACE SPRINKLER (END"A" USED FITTING / FOR TY2334) TOP-OF- CLOSURE DEFLECTOR } FIGURE 3 � TY2334 I W-TYPE 6 2-7/8" DIA. SPRINKLER WRENCH (73,0 mm) 2-1/4" DIA. WRENCH � (57,2 mm) RECESS 7/16" � (11,1 mm) MOUNTING � PLATE END-OF- DEFLECTOR 1/8" � BOSS (3,2 mm) PUSH WRENCH 1-1/4" (31,8 mm) 1/2"(12,7 mm) IN TO ENSURE 1" (25,4 mm) 1/4" (6,4 mm) ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FIGURE 4 FOR USE WITH THE RAPID RESPONSE SERIES LFII W-TYPE 7 RECESSED RESIDENTIAL HORIZONTAL SIDEWALL SPRINKLER(TY2334) SPRINKLER WRENCH TFP412 Page3of6 Oneration Obstruction to Water Distribution Step 2. With pipe thread sealant /" Sprinklers are to be located in accor- applied to the pipe threads, hand The glass bulb contains a fluid that dance with the obstruction rules of tighten the sprinkler into the sprinkler expands when exposed to heat. When NFPA 13D, 13R, and 13 as applicable fitting. the rated temperature is reached, the for residential sprinklers as well as with Step 3. Tighten the sprinkler into fluid expands sufficiently to shatter the obstruction criteria described within the sprinkler fitting using only the the glass bulb allowing the sprinkler to the Technical Data Sheet TFP490. W_Type 6 Sprinkler Wrench (Ref. activate and flow water. Operational Sensitivity Figure 3). With reference to Figure 1, The sprinklers are to be installed the W-Type 6 Sprinkler Wrench is to be Design with an end of defector-boss to wall applied to the wrench flats. � � distance of 1-1/8 to 6 inches. Series LFII Residential Recessed Cr�ter�a In addition the top-of-deflector-to- Horizontal Sidewall Sprinklers ceiling distance is to be within the The Series LFII Recessed Horizontal The TYCO RAPID RESPONSE Series range(Ref.Table A) being hydraulically Sidewall Sprinklers must be installed LFII (TY2334) Residential Horizontal calculated. in accordance with the following Sidewall Sprinklers are UL and C-UL instructions. Listed for installation in accordance Sprinkler Spacing with this section. The minimum spacing between sprin- Step A. Recessed horizontal side- klers is 8 feet (2,4 m). The maximum `^�all sprinklers are to be installed in the Residential Sprinkler Design Guide horizontal position with their center- When conditions exist that are outside spacing between sprinklers cannot line of waterway perpendicular to the the scope of the provided criteria, refer exceed the width of the coverage area back wall and parallel to the ceiling.The to the Residential Sprinkler Design �Ref.Table A)being hydraulically calcu- Word "TOP" on the Deflector is to face Guide TFP490 for the manufacturer's lated(e.g., maximum 12 feet for a 12 ft. towards the ceiling. recommendations that may be accept- x 12 ft. coverage area, or 16 feet for a able to the local authority having 16 ft.x 20 ft. coverage area). Step B. After installing the Style 20 jurisdiction. � Mounting Plate over the sprinkler Installat�on threads and with pipe thread sealant System Type applied to the pipe threads, hand Only wet pipe systems may be utilized. The TYCO RAPID RESPONSE Series tighten the sprinkler into the sprinkler LFII (TY2334) Residential Horizontal fitting. Ceiling Type Sidewall Sprinklers must be installed in Step C. Tighten the sprinkler into the Smooth flat horizontal, or beamed, or accordance with this section. sprinkler fitting using only the W-Type sloped, in accordance with the 2013 7 Recessed Sprinkler Wrench (Ref. Edition of NFPA 13D, 13R, or 13 as General Instructions applicable. Do not install any bulb-type sprinkler if Figure 4).With reference to Figure 1,the the bulb is cracked or there is a loss of W-Type 7 Recessed Sprinkler Wrench Hydraulic Design liquid from the bulb. With the sprinkler is to be applied to the sprinkler wrench (NFPA 13D and 13R) held horizontally, a small air bubble flats. For systems designed to NFPA 13D should be present.The diameter of the Step D. After the wall has been or NFPA 13R, the minimum required air bubble is approximately 1/16 inch installed or the finish coat has been sprinkler flow rate are given in Table (1,6 mm). applied, slide on the Style 20 Closure A as a function of temperature rating A leak-tight 1/2 inch NPT sprinkler over the Series LFII Sprinkler and push and the maximum allowable coverage joint should be obtained by applying a the Closure over the Mounting Plate areas. The sprinkler flow rate is the minimum to maximum torque of 7 to 14 until its flange comes in contact with minimum required discharge from ft.-Ibs. (9,5 to 19,0 Nm). Higher levels the wall. each of the total number of "design of torque can distort the sprinkler Inlet sprinklers"as specified in NFPA 13D or With consequent leakage or impairment NFPA 13R. of the sprinkler. Hydraulic Design Do not attempt to compensate for (NFPA 13) insufficient adjustment in the sprinkler For systems designed to NFPA 13, by under- or over-tightening the the number of design sprinklers is sprinkler. Re-adjust the position of the to be the four most hydraulically sprinkler fitting to suit. demanding sprinklers. The minimum Series LFII Residential Horizontal required discharge from each of the Sidewall Sprinklers four sprinklers is to be the greater of The Series LFII Horizontal Sidewall the following: Sprinklers must be installed in accor- • The flow rates given in Table A as a dance with the following instructions. function of temperature rating and the Step 1. Horizontal sidewall sprin- maximum allowable coverage area. klers are to be installed in the hori- • A minimum discharge of 0.1 zontal position with their centerline of gpm/ft2 over the "design area" waterway perpendicular to the back comprised of the four most hydrau- wall and parallel to the ceiling. The lically demanding sprinklers for word "TOP" on the Deflector is to face the actual coverage areas being towards the ceiling with the front edge protected by the four sprinklers. of the Deflector parallel to the ceiling. TFP412 Page4of6 WET PIPE SYSTEM Max.Coverage Max. Minimum Flow and Residual Pressure�b,�1 Area�a1 Spacing prdinary Temp.Rating Intermediate Temp.Rating Width x Length(d1 Ft. 155°F(68°C) 175°F(79°C) Minimum Ft.x Ft. �m� Flow Pressure Flow Pressure Deflector to Installation Spacing (m x m) GPM PSI GPM ps� Ceiling Type Ft. (L/min) (bar) (L/min) (bar) �m) 12 x 12 12 13 8.7 13 8.7 (3,7 x 3,7) (3,7) (49,2) (0,60) (49,2) (0,60) 14 x 14 14 14 10.1 14 10.1 (4,3 x 4,3) (4,3) (53,0) (0,70) (53,0) (0,70) 16 x 16 16 16 13.2 16 13.2 (4,9 x 4,9) (4,9) (60,6) (0,91) (60,6) (0,91) 16 x 18 16 19 18.6 19 18.6 4 to (4,9 x 5,5) (4,9) (71,9) (1,28) (71,9) (1,28) 6 inches 16 x 20 16 23 27.3 23 27.3 (4,9 x 6,1) �4�9) �8��1) �1�$$) �8��1) �1�$$) 18 x 18 18 23 27.3 23 27.3 (5,5 x 5,5) �5,5) �8�,1) �1,$$) �8�,1) �1,$$) 18 x 20 18 26 34.9 26 34.9 Recessed (5,5 x 6,1) (5,5) (98,4) (2,41) (98,4) (2,41) Escu�tchteon2or 8 12 x 12 12 13 8.7 13 8.7 non-recessed (2,4) (3,7 x 3,7) (3,7) (49,2) (0,60) (49,2) (0,60) per NFPA 13D, 13R,or 13 14 x 14 14 14 10.1 14 10.1 (4,3 x 4,3) (4,3) (53,0) (0,70) (53,0) (0,70) 16 x 16 16 17 14.9 17 14.9 (4,9 x 4,9) (4,9) (64,3) (1,03) (64,3) (1,03) 16 x 18 16 20 20.7 20 20.7 6 to (4,9 x 5,5) (4,9) (75,7) (1,43) (75,7) (1,43) 12 inches 16 x 20 16 23 27.3 23 27.3 (4,9 x 6,1) (4�9) (87,1) (�,88) (87,�) (1,88) 18 x 18 18 23 27.3 23 27.3 (5,5 x 5,5) (5,5) (87,1) (1,88) (87,1) (1,88) 18 x 20 18 26 34.9 26 34.9 (5,5 x 6,1) (5,5) (98,4) (2,41) (98,4) (2,41) (a) For coverage area dimensions less than or between those indicated,use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. (b) Requirement is based on minimum flow in GPM(LPM)from each sprinkler.The associated residual pressures are calculated using the nominal K- factor.Refer to Hydraulic Design under the Design Criteria section. (c) For NFPA 13 residential applications,the greater of 0.1 gpm/ft2 over the design area or the flow in accordance with the criteria in this table must be used. (d) The Width x Length dimension refers to the Width(backwall where the sprinkler is located)times the Length(horizontal throw of sprinkler). TABLE A WET PIPE SYSTEMS SERIES LFII(TY2334)RESIDENTIAL HORIZONTAL SIDEWALL AND RECESSED HORIZONTAL SIDEWALL SPRINKLERS NFPA 13D, 13R AND 13 WET PIPE HYDRAULIC DESIGN CRITERIA TFP412 Page5of6 Care and Ordering Maintenance Procedure The TYCO RAPID RESPONSE Series Contact your local distributor for avail- LFII (TY2334) Residential Horizontal ability.When placing an order, indicate Sidewall Sprinklers must be maintained the full product name and Part Number and serviced in accordance with this (P/N). section. Before closing a fire protection Sprinkler Assembly system main control valve for main- Specify: Series LFII (TY2334), K=4.4, tenance work on the fire protection Residential Horizontal Sidewall system which it controls, permission Sprinkler (specify)temperature rating, to shut down the affected fire protec- �specify)finish, P/N(specify). tion system must be obtained from the iss°F(ss°c) proper authorities and all personnel Natural Brass..............P/N 51-215-1-155 Wh0 may be affected by this action Signal White(RAL9003)......P/N 51-215-4-155 I'T1USt b2 nOtIf12C�. Chrome Plated.............P/N 51-215-9-155 Absence of an Escutcheon Plate may i�s°F(�s°c) delay the sprinkler operation in a fire Natural Brass..............P/N 51-215-1-175 SltUatlOCl. Signal White(RAL9003)......P/N 51-215-4-175 Chrome Plated.............P/N 51-215-9-175 The owner must assure that the sprin- klers are not used for hanging any Recessed Escutcheon objects and that the sprinklers are only Specify:Style20 Recessed Escutcheon cleaned by means of gently dusting with(specify")finish,P/N (specify�). with a feather duster; otherwise, non- •Refer to Technical Data Sheet TFP770. operation in the event of a fire or inad- vertent operation may result. Sprinkler Wrench Sprinklers which are found to be Specify: W-Type 6 Sprinkler Wrench, leaking or exhibiting visible signs of P/N 56-000-6-387. corrosion must be replaced. Specify: W-Type 7 Sprinkler Wrench, Automatic sprinklers must never be P/N 56-850-4-001. painted, plated, coated, or otherwise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers - before, during, and after installation.Sprinklers damaged 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). The owner is responsible 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 (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction.The installing contractor or sprinkler manu- facturer should be contacted relative to any questions. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. TFP412 Page6of6 GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700 Copyright OO 2013 Tyco Fire Products,LP. All rights reserved. t�G.O TEFLON is trademark of The DuPont Corporation. �y�O Worldwide Fire Protection Contacts WWWtyco-fire.com Products Series TY-FRB — 5.6 K-factor Horizontal and Vertical Sidewall Sprinklers Quick Response, Standard Coverage General tained when exposed to corrosive at- mospheres. Although corrosion resis- Descrin t��n tant coated sprinklers have passed the �u. ~ r+ standard corrosion tests of the appli- --"""- ;;r, The Series TY-FRB, 5.6 K-factor, Hor- cable approval agencies,the testing is ,�-,;,. izontal and Vertical Sidewall Sprin- not representative of all possible cor- - � ' klers described in this data sheet rosive atmospheres. Consequently, it � ;, �** -�. •� � is recommended that the end user be ,� ��. are quick response -standard cover- , -.� age, decorative 3 mm glass bulb type consulted with respect to the suitabil- � L spray sprinklers designed for use in ity of these coatings for any given cor- �, � ,� ` light and ordinary hazard, commer- rosive environment.The effects of am- cial occupancies such as banks, ho- bient temperature, concentration of l�' � tels, shopping malls, etc.They are de- chemicals, and gas/chemical velocity, -�-�� signed for installation along a wall or should be considered, as a minimum, the side of a beam and just beneath a along with the corrosive nature of the smooth ceiling. Sidewall sprinklers are chemical to which the sprinklers will commonly used instead of pendent or be exposed. upright sprinklers due to aesthetics or building construction considerations, � [� where piping across the ceiling is not The Series TY-FRB Sprinklers de- _ . desirable. scribed herein must be installed and The recessed version of the Series maintained in compliance with this TY-FRB Horizontal Sidewall Sprin- document, as well as with the appli- � kler is intended for use in areas with cable standards of the National Fire a finished wall. It uses a two-piece Protection Association, in addition to _ Style 10 Recessed Escutcheon with the standards of any other authorities `1:q. q '�1� 1/2 inch(12,7 mm)of recessed adjust- having jurisdiction. Failure to do so �� ment or up to 3/4 inch (19,1 mm)of to- may impair the performance of these tal adjustment from the flush sidewall devices. �• position, or a two-piece Style 20 Re- The owner is responsible for main- cessed Escutcheon with 1/4 inch (6,4 taining their fire protection system � mm) of recessed adjustment or up to and devices in proper operating con- . 1/2 inch (12,7 mm) of total adjustment dition. Contact the installing contrac- from the flush sidewall position. The tor or sprinkler manufacturer with any adjustment provided by the Recessed quest;ons. Tec h n i ca I Escutcheon reduces the accuracy to which the fixed pipe nipples to the gprinkler Data sprinklers must be cut. Corrosion resistant coatings, where Identification Approvals applicable, are utilized to extend the UL and C-UL Listed. life of copper alloy sprinklers beyond Numbers FM, LPCB, and NYC Approved. that which would otherwise be ob- (Refer to Table A for complete approv- TY3331 . . . . . . . . . . . . . . . Horizontal al information including corrosion re- TY3431 . . . . . . . . . . . . . . . . . .Vertical sistant status.) IMPORTANT Always refer to Technical Data Maximum Working Pressure Sheet TFP700 for the "INSTALLER Refer to Table B. WARNING" that provides cau- Discharge Coefficient tions with respect to handling K-5.6 GPM/psi�i2(80,6 LPM/bar��2) and installation of sprinkler sys- tems and components. Improp- Temperature Ratings er handling and installation can Refer to Table A. permanently damage a sprin- Finishes kler system or its components Sprinkler: Refer to Table C. and cause the sprinkler to fail Recessed Escutcheon: Signal or Pure to operate in a fire situation orcause White, Jet Black, Chrome Plated, or it to operate prematurely. Brass Plated. Page 1 of 6 FEBRUARY 2014 TFP176 TFP176 Page2of6 1 - Frame DEFLECTOR Installation 2 - Button HAT � 5 , The Series TY-FRB, 5.6 K-factor, Hori- 3 - Sealing zontal and Vertical Sidewall Sprinklers Assembly must be installed in accordance with 4 - Bulb this section. 5 - Compression Screw General Instructions 6 - Deflector* � Do not install any bulb type sprin- 6* 4 2 3 1 kler if the bulb is cracked or there is a loss of liquid from the bulb. With the 9/16" WRENCH 1/2"** sprinkler held horizontally, a small air (14,3 mm) FLATS NPT bubble should be present. The diam- I / eter of the air bubble is approximately 1/16 inch(1,6 mm)for the 135°F(57°C) to 3/32 inch (2,4 mm) for the 286°F �� (141°C)temperature ratings. A leaktight 1/2 inch NPT sprinklerjoint should be obtained with a torque of 7 1-13/16" ��16,� to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher (46,0 mm) (11,1 mm) levels of torque may distort the sprin- NOMINA� kler and cause leakage or impairment CENTERLINE of the sprinkler. OF SPRINKLER MAKE-IN WATERWAY Do not attempt to make-up for insuf- 1-1/2" ficient adjustment in the escutcheon �(38,1 mm)~ plate by under-or over-tightening the *Temperature rating sprinkler. Readjust the position of the is indicated on 2-3/16" _ sprinkler fitting to suit. Deflector. (55,6 mm) ESCUTCHEON Series TY-FRB Horizontal and ** STYLE PLATE SEATING Vertical Sidewall Sprinkler Pipe thread 10 or 20 connections per RECESSED SURFACE Installation ISO 7-1 can be ESCUTCHEON The Series TY-FRB Horizontal and provided on Vertical Sidewall Sprinklers must be special request. installed in accordance with the fol- lowing instructions. 2-7/8" DIA. Step 1. Horizontal sidewall sprinklers (73,0 mm) are to be installed in the horizontal po- sition with their centerline of waterway perpendicular to the back wall and parallel to the ceiling.The word "TOP" on the Deflector is to face towards the ceiling. Vertical sidewall sprinklers are to be FIGURE 1 installed in the pendent or upright po- 5.6 K-FACTOR QUICK RESPONSE sition with the arrow on the Deflector SERIES TY-FRB HORIZONTAL SIDEWALL(TY3331)SPRINKLERS pointing away from the wall. Physical Characteristics Step 2. With pipe thread sealant ap- Design plied to the pipe threads, hand tighten Frame............................ Bronze the sprinkler into the sprinkler fitting. Button...................... Brass/Copper Criteria $tg g p Sealing Assembly ........ Beryllium Nickel w/ p 3. TI hten the S rinkler into the TEFLON The Series TY-FRB, 5.6 K-factor, Hori- sprinkler fitting using only the W-Type Bulb .............................. Glass Zontal and Vertical Sidewall S rinklers 6 Sprinkler Wrench (Ref. Figure 5), Compression Screw ................ Bronze p With reference to Figure 1 or 2,the W- HSW Deflector..................... Bronze are intended for fire protection sys- Type 6 Sprinkler Wrench is to be ap- VSW Deflector.....................Copper tems designed in accordance with the plied to the wrench flats. standard installation rules recognized Operation by the applicable Listing or Approval agency (e.g., UL Listing is based on The glass bulb contains a fluid which the requirements of NFPA 13, and FM expands when exposed to heat.When Approval is based on the requirements the rated temperature is reached, the of FM's Loss Prevention Data Sheets). fluid expands sufficiently to shatter Only the Style 10 or 20 Recessed Es- the glass bulb, allowing the sprinkler cutcheon, as applicable, is to be used to activate and water to flow. for recessed horizontal installations. TFP176 Page3of6 Series TY-FRB Recessed *Temperature ** Pipe thread 1 - Frame 4 - Bulb 7 - Ejection Horizontal Sidewall Sprinkler rating is connections 2 - Button 5 - Compression Spring Installation indicated on per ISO 7-1 can 3 - Sealing Screw The SeYles TY-FRB ReCessed Ho1'I- Deflector. be provided on Assembly 6 - Deflector* zontal Sidewall Sprinklers must be special request. installed in accordance with this section. ARROW MUST Ste A. Recessed horizontal sidewall POINT AWAY �� p 7/16" FROM AND BE sprinklers are to be installed in the ESCUTCHEON (11,1 mm) PERPENDICULAR O horizontal position with their center- PLATE SEATING NOMINAL TO THE BACK line of waterway perpendicular to the SURFACE NPT** MAKE-IN WALL SURFACE back wall and parallel to the ceiling. � The word "TOP" on the Deflector is to I 1 6* face towards the ceiling. Step B.After installing the Style 10 or � F O �5 20 Mountin g Plate over the s prinkler } threads, hand tighten the sprinkler into 2-3/16" 2-3/16" 4 the sprinkler fitting. (55,6 mm) (55,6 mm) Step C. Tighten the sprinkler into the 1-1/2" / 2 sprinkler fitting using only the W-Type (38,1 mm) WRENCH 7 Recessed Sprinkler Wrench (Ref. � FLATS � 3 Figure 6). With reference to Figure 1, the W-Type 7 Recessed Sprinkler 1 Wrench is to be applied to the sprin- SHOWN SHOWN CROSS kler wrench flats. PENDENT UPRIGHT SECTION Step D. After the ceiling has been in- FIGURE2 stalled or the finish coat has been ap- 5.6 K-FACTOR QUICK RESPONSE plied, slide on the Style 10 or 20 Clo- SERIES TY-FRB VERTICAL SIDEWALL(TY3431J SPRINKLERS sure over the Series TY-FRB Sprinkler and push the Closure over the Mount- ing Plate until its flange comes in con- if they cannot be completely cleaned The owner is responsible for the in- tact with the ceiling. by wiping the sprinkler with a cloth or spection, testing, and maintenance by brushing it with a soft bristle brush. of their fire protection system and de- Care and Care must be exercised to avoid dam- vices in compliance with this docu- . age to the sprinklers before, during, ment, as well as with the applicable Ma�ntenance and after installation. Sprinklers dam- standards of the National Fire Pro- aged by dropping, striking, wrench tection Association (e.g., NFPA 25), in The Series TY-FRB, 5.6 K-factor, Hori- twist/slippage, or the like, must be addition to the standards of any oth- zontal and Vertical Sidewall Sprinklers replaced. Also, replace any sprinkler er authorities having jurisdiction. The must be maintained and serviced in that has a cracked bulb or that has installing contractor or sprinkler man- accordance with this section. lost liquid from its bulb. (Ref. Installa- ufacturer should be contacted relative Before closing a fire protection sys- tion Section). to any questions. tem main control valve for mainte- The owner must assure that the sprin- It is recommended that automatic nance work on the fire protection sys- klers are not used for hanging any ob- sprinkler systems be inspected, test- tem that it controls, permission to shut jects and that the sprinklers are only ed, and maintained by a qualified In- down the affected fire protection sys- cleaned by means of gently dusting spection Service in accordance with tem must be obtained from the prop- with a feather duster; otherwise, non- local requirements and/or national er authorities and all personnel who operation in the event of a fire or inad- codes. may be affected by this action must vertent operation may result. be notified. Frequent visual inspections are rec- Absence of an escutcheon, which is ommended to be initially performed used to cover a clearance hole, may for corrosion resistant coated sprin- delay the time to sprinkler operation in klers, after the installation has been a fire situation. completed,to verify the integrity of the Sprinklers that are found to be leaking corrosion resistant coating. Thereaf- or exhibiting visible signs of corrosion ter, annual inspections per NFPA 25 must be replaced. should suffice; however, instead of in- specting from the floor level,a random Automatic sprinklers must never be sampling of close-up visual inspec- painted, plated, coated or other- tions should be made, so as to better wise altered after leaving the factory. determine the exact sprinkler condi- Modified sprinklers must be replaced. tion and the long term integrity of the Sprinklers that have been exposed to corrosion resistant coating, as it may corrosive products of combustion, but be affected by the corrosive condi- have not operated,should be replaced tions present. TFP176 Page4of6 5/8±1/4" (15,9±6,4 mm) � MOUNTING FACE OF / WRENCH RECESS SURFACE SPRINKLER � (END"A" USED FOR FITTING 1/2" NPT MODELS) � � FIGURE 5 CLOSURE W-TYPE 6 SPRINKLER WRENCH 2-7/8" DIA. (73,0 mm) SERIES TY-FRB 2-1/4" DIA. WRENCH (57,2 mm) RECESS I I MOUNTWG i PLATE � � 1/8" � (3,2 mm) 1-1/4" (31,8 mm) 3/4"(19,1 mm) PUSH WRENCH IN TO ENSURE 3/4"(19,1 mm) 1/4" (6,4 mm) ENGAGEMENT FIGURE 3 WITH SPRINKLER SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WRENCHING AREA WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT FIGURE 6 STYLE 10 RECESSED ESCUTCHEON W-TYPE 7 RECESSED SPRINKLER WRENCH 1/2±1/8" (12,7±3,2 mm) MOUNTING FACE OF SURFACE SPRINKLER FITTING � CLOSURE � 2-7/8" DIA. SERIES (73,0 mm) TY-FRB 2-1/4" DIA. (57,2 mm) MOUNTING � PLATE �� /� 1/8�� (3,2 mm) 1-1/4" (31,8 mm) 1/2" (12,7 mm) 1"(25,4 mm) 1/4"(6,4 mm) FIGURE 4 SERIES TY-FRB RECESSED HORIZONTAL SIDEWALL SPRINKLER WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON TFP176 Page5of6 SPRINKLER FINISH(See Note 11) K TYPE TEMP. BULB NATURAL CHROME pOLYESTER*** LEAD COATED LIQUID BRASS PLATED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 175°F(79°C) Yellow 1,2,3,4,9, 10 1,2,3,9 1,2,3,9 (TY3331) 200°F(93°C) Green 286°F(141°C) Blue 5.6 RECESSED 135°F(57°C) Orange 1/2°° HORIZ. 155°F(68°C) Red NPT SIDEWALL 1,2,4,9, 10 1,2,9 N/A (TY3331)* 175°F(79°C) Yellow Figure 3 200°F(93°C) Green RECESSED 135°F(57°C) Orange HORIZ. 155°F(68°C) Red SIDEWALL 1,2,3,4,9 N/A (TY3331)** 175°F(79°C) Yellow Figure 4 200°F(93°C) Green VERTICAL 135°F(57°C) Orange SIDEWALL 155°F(68°C) Red 5.6 (TY3431) 1/2" Installed 175°F(79°C) Yellow 5,6,7,8,9 5,6,7,9 NPT Pendent or 200°F(93°C) Green Upright 2g6°F(141°C) Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.(UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 2. Listed by Underwriters Laboratories Inc.for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies at a 4 to 12 inch(100 to 300 mm)top of deflector to ceiling distance. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007a/04)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 5. Listed by Underwriters Laboratories,Inc.as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 6. Listed by Underwriters Laboratories for use in Canada(C-UL)as Quick Response Sprinklers for use in Light and Ordinary Hazard Occupancies. 7. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers for use in Light Hazard Occupancies. 8. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06&007a/04)as Quick Response Sprinklers. 9. Approved by the City of New York under MEA 354-01-E. 10. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)at a 4 to 6 inch(100 to 150 mm)top of deflector to ceiling distance.The LPC does not rate the thermal sensitivity of horizontal sidewall sprinklers. 11. 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 Resis- tant Sprinklers.Where Lead Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as Corrosion Resistant Sprinklers. 'Installed with Style 10(1/2"NPT)3/4"Total Adjustment Recessed Escutcheon. '*Installed with Style 20(1/2"NPT)1/2"Total Adjustment Recessed Escutcheon. "'Frame and deflector only. TABLE A LABORATORY LISTINGS AND APPROVALS TFP176 Page6of6 SPRINKLER FINISH K TYPE NATURAL BRASS CHROME PLATED POLYESTER LEAD COATED HORIZONTAL SIDEWALL 250 PSI(17,2 BAR) (TY3331) 175PS1(12,1 BAR) 5.6 RECESSED HORIZ. 1�2 SIDEWALL(TY3331) (SEE NOTE 1) N PT VERTICAL SIDEWALL 175 PSI(12,1 BAR) (TY3431) 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. TABLE B MAXIMUM WORKING PRESSURE P/N57 - XXX - X - XXX SIN SPRINKLER TEMPERATURE FINISH RATINGS 378 HORIZONTAL SIDEWALL TY3331 1 NATURAL BRASS 135 135°F(57°C) 375 VERTICAL SIDEWALL TY3431 3 PURE WHITE(RAL9010)' 155 155°F(68°C) POLYESTER 4 SIGNAL WHITE(RAL9003) �75 175°F(79°C) POLYESTER 5 JET BLACK(RAL9005)" 200 200°F(93°C) POLYESTER 7 LEAD COATED 286 286°F(141°C) 9 CHROME PLATED "Eastern Hemisphere sales only. "Available in 155°F(68°C)or 200°F (93°C)temperature rating only. TABLE C PART NUMBER SELECTION SERIES TY-FRB HORIZONTAL AND VERTICAL SIDEWALL SPRINKLERS Orderin SprinklerAssemblieswithNPT RecessedEscutcheon g Thread Connections: Specify: Style(10 or 20)Recessed Es- Procedure Specify: Series TY-FRB (specify SIN), cutcheon with (specify') finish, P/N (specify K-factor), (specify) Horizontal (specify"). Contact your local distributor for avail- Sidewall or Vertical Sidewall Sprinkler, �Refer to Technical Data Sheet TFP770 ability. When placing an order, indi- Standard Response, Standard Cov- cate the full product name and Part erage, (specify) temperature rating, Sprinkler Wrench Number(P/N). (specify) finish or coating, P/N (spec- Specify: W-Type 6 Sprinkler Wrench, ify from Table C) P/N 56-000-6-387 Specify: W-Type 7 Sprinkler Wrench, P/N 56-850-4-001 GLOBAL HEADQUARTERS�1400 Pennbrook Parkway,Lansdale,PA 19446�Telephone+1-215-362-0700 Copyright OO 2013 Tyco Fire Products,LP. All rights reserved. 't(�CO TEFLON is trademark of The DuPont Corporation. Fire Prorection Producrs ZURNo n�od�i 9sox� WILKINS Double Check Valve Assembly Application Designed for installation on water lines to protect against both backsiphonage and backpressure of polluted water into � ��, ,� �<r,. �.# the potable water supply.Assembly shall provide protection ;, •� where a potential health hazard does not exist. � ; r � , � �. ' I ' � �' �T� +; r�� ", Standards Compliance � - � "��' ��I t; I '✓-`� (All sizes approved horizontal.Vertical approvals as listed below.) " � •ASSEOO Listed 1015(vertical 3/4", 1 1/4", 1 1/2"&2") • IAPMOOO Listed (vertical 1 1/4"-2") • CSAOO Listed(vertical 3/4", 1 1/4", 1 1/2"&2") •AWWA Compliant C510(vertical 3/4") Options • ULOO Classified(less shut-off valves only) (Suffixes can be combined) • C-ULOO Classified (less shut-off valves only) ❑ - with full port QT ball valves(standard) •Approved by the Foundation for Cross Connection Control ❑ L - less ball valves and Hydraulic Research at the University of Southern Cali- ❑ U - with union ball valves fornia(vertical 3/4") ❑ S - with bronze "Y" type strainer • City of Los Angeles Approved(vertical 1-1/4"-2") ❑ TCU - with test cocks "vertical" up • NYC MEA 426-89-M VOL 3 ❑ V - with union swivel elbows(3/4"&1") ❑ OSY - with OS&Y gate valves Materials ❑ FDC - with fire hydrant connection(2" only) Main valve body Cast Bronze ASTM B 584 ❑ � - with integral male 45°flare SAE test fitting Access covers Cast Bronze ASTM B 584 ❑ PF - with Z-BiteT"'push fit connections�(1/2"-1"only) Internals Stainless Steel, 300 Series ❑ PR - with Z-PressT"' press fit connections` Elastomers Silicone(FDA approved) *Fittings ship in box with valve and must be threaded into Buna Nitrile(FDA approved) valve by hand on site. Polymers NoryIT"", NSF Listed Springs Stainless steel, 300 series Accessories ❑ Repair kit(rubber only) Features ❑ Thermal expansion tank(Model X� Sizes: 3/4", 1", 1 1/4", 1 1/2" 2" ❑ QT-SET Quick Test Fitting Set Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI � I � End connections Threaded ANSI B1.20.1 E � � �� II F � / � � Y� D C B � A - Dimensions&Weights(do not include pkg.) C'' DIMENSIONS a roximate WEIGHT MODEL A UNION LESS WITH SIZE A BALL g LESS BALL C D E F G BALL BALL VALVES VALVES VALVES VALVES in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm Ibs k Ibs. k 3/4 20 11 1/4 286 12 1/2 318 7 178 1 1/2 38 3 76 3 1/2 89 3 76 15 381 5 2.3 7 3.2 1 25 12 1/4 311 13 7/$ 353 7 17$ 1 1/2 3$ 3 76 3 1/2 $9 3 76 17 3/4 451 $ 3.6 12 5.4 1 1/4 32 15 1/2 419 1$ 1/2 470 10 9/16 26$ 2 51 3 1/2 $9 4 1/2 114 4 1/2 114 21 1/2 546 16 7.3 22 10 1 1/2 40 17 1/8 435 19 1/8 486 10 9/16 268 2 51 3 1/2 89 4 1/2 114 4 1/2 114 22 3/4 578 16 7.3 22 10 2 50 1$ 1/4 460 20 50$ 10 9/16 26$ 2 51 3 1/2 $9 4 1/2 114 4 1/2 114 25 1/$ 63$ 16 7.3 2$ 12.7 Zurn Industries,LLC � Wilkins Rev.C 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 Date:10/14 In Canada � 2urn Industries Limited Document No.BF-950XL 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 Product No. Model 950XL www.zurn.com Page 1 of 2 F�OW�if18Y8Ct@I'IStICS O fiatcd Flo��(c;tablishcd by apU�•oval agciicics) MODEL 950XL 3/4", 1", 1 1/4", 1 1/2" &2" (STANDARD&METRIC) FLOW RATES(I/s) y 15 1.26 2.52 3.8 5.0 15 3.2 6.3 9.5 12.6 15.8 a 3/4"(20mm) 1"(25mm) 1 1/4"(32mm) 1 1/2"(40mm) 103 Y�°- � � 0 10 10 2"(5omm) 69 0 w W °C 5 5 35 � � � uyi - - � w � a �0 20 40 60 80 �0 50 100 150 200 250 a FLOW RATES(GPM) Typical Installation Capacity thru Schedule 40 Pipe Local codes shall govern installation requirements.To be Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec installed in accordance with the manufacturer's instructions 1/$" 1 1 2 3 and the latest edition of the Uniform Plumbing Code. Unless 1/4" 2 2 3 5 otherwise specified,the assembly shall be mounted at a mini- 3/8" 3 4 6 9 mum of 12" (305mm)and a maximum of 30" (762mm)above adequate drains with sufficient side clearance for testing and 1/2 5 7 9 14 maintenance.The installation shall be made so that no part of 3/4" 8 12 17 25 the unit can be submerged. 1" 13 20 27 40 1 1/4" 23 35 47 70 1 1/2" 32 4$ 63 95 2" 52 7$ 105 167 PROTECTIVE J ENCLOSURE .n I� I a I � � � — — b 12"MIN. � ' � 30"MAX. 12"MIN �• 30"MAX U � �• � :� � p ' •• � DIRECTION OF FLOW DIRECTION OF FLOW � OUTDOOR INSTALLATION INDOOR INSTALLATION Specifications The Double Check Valve Backflow Preventer shall be ASSEO Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze(ASTM B 584),the seat rings and all internal polymers shall be NSFO Listed NoryIT""and the seat disc elastomers shall be silicone.The first and second checks shall be accessible for maintenance with- out removing the device from the line.The Double Check Valve Backflow Preventer shall be a ZURN WILKINS Model 950XL. Zurn Industries,LLC � Wilkins 1747 Commerce Way,Paso Robles,CA U.S.A.93446 Ph.855-663-9876,Fax 805-238-5766 In Canada � 2urn Industries Limited 3544 Nashua Drive,Mississauga,Ontario L4V 1 L2 Ph.905-405-8272,Fax 905-405-1292 www.zurn.com Page 2 of 2 � . . . . • • � • • - , 300 PSI WWP Bronze Ball Valves Dezincification Fire Protection Valve • Threaded or Grooved Body Style • Full Port Design 1" - 2" � Resistant Standard Port Design 2'/2" 300 PSI/20J Bar Non-Shack Cold Water r;��'� � � , �� $� �� CONFORMS TO MSS SP-110 • FM APPROVED • �� ' `i`'- �°y UL LISTED FOR INDOOR AND OUTDOOR SERVICE� • CALIFORNIA STATE FIRE MARSHAL LISTING N0. 7770-1243:103 -- - � '`''� � � _'�� ;�;_7 KT-505-W-8 MATERIAL LIST �� Threaded PART SPECIFICATION 1. Body Bronze ASTM 6584 Alloy C84400 2. Ball Chrome Platetl Brass ASTM B124 Alloy C37700 3. Seat Ring Carbon-filled PTFE KG-505-W-8 4. Thrust Washer Reinforced PTFE Grooved 5. Stem Branze ASTM B371 Alloy C69430 16 6. Stem 0-Ring Nitrile 7. Retaining Washer Brass , �';�, 8. Retaining Ring Steel 8 9. Ground Wire Screw Steel 7 ;F 10. 505-8 Act Assy. Brass O� - - - 11. Body End Branze ASTM B584 Alloy C84400 � 12. Mounting Screw Steel , � - - c 13. Lock Washer Steel O ll ,, � 14. Handle Pin Brass � `�� Steel/plastisol coated(1'/a"_2,/2") B 15. Hand Wheel A. Brass Tee Hantlle(1") 16. Indicator Flag Painted Steel � r 15 z.,, QQ ia 17. Body Gasket Elastomer 18. Lead Screw 0-Ring Nitrile 19. Thrust Washer Anti-friction Polymer i 20. Cover Gasket Polychloroprene(CR) ` 21. Flag Seal 0-Ring Nitrile � �� 22. Tamper-Proof Screw Stainless Steel 23. Pipe Plug(-4 units) Stainless Steel(Not shown) �� $ 19 Refer to page 42 for details for TS-2M Switch Kit. �2 t3 *Compliance with the applicable requirements of the Standard for Butterfly Valves for Fire Protection �(7-505-W Service,UL 1091. DIMENSIONS-WEIGHTS-QUANTITIES Dimensions A B Weight Size Threaded Grooved Threaded Grooved C D E F G C�t Threaded Grooved Box Master In, mm. In. mm. In. mm. In. mm. In. mm. In. mm. la. mm. In. mm. In. mm. In. mm. Value Lbs. Kg. Lbs. Kg.Qty. Ctn.Qty. 1 25 3.33 85 - - 1.66 42 - - 2.11 54 3.81 97 2.31 59 6.14 156 1 J5 44 57 6.1 2.77 - - 1 10 1 Ya 32 4.18 106 - - 2.09 53 - - 2.46 62 4.21 107 2.72 69 6.33 161 3.50 89 103 7.1 3.23 - - 1 8 1'h 40 4.70 119 - - 2.35 60 - - 2.95 74 4.46 113 2.97 75 6.33 161 3.50 89 143 8.1 3.68 - - 1 4 2 50 5.15 131 6.71 170 2.57 65 3.36 85 3.69 94 4.67 119 3.18 81 6.33 161 3.50 89 245 10.7 4.86 9.7 4.40 1 4 2�/z 65 5.65 144 7.28 185 2.92 74 3.64 93 3.75 95 4.67 119 3.18 81 6.33 161 3.50 89 183 13.0 5.91 12.6 5J3 1 4 t Note:C�is defined as the flow in GPM that a valve will carry with a pressure drop of 1.0 psi when the media is water at 60°F. FM UL APPROVED NIBCO WC.WORLD HEADQUARTERS•1516 MIDDLEBURY ST.•ELKHART,IN 46516 474�•USA•PH:1.800234.0227 � TECH SERVICES PH:1.888.446A226•FAX:1.888.336A226•INTERNATIONAL OFFICE PH:+1.574295.3327•FAX:+1.574295.3455 www.nibco.com . • � • � � � • • 1 • 1 CI ass 125 Bronze Check Val ves Deancification �"�l�t� �� ' n I�1�� T ' Y�t�l' F�sistant � � � � �I"le'W�I @�t�Q SC � c,. �-> 125 PSI/8.6 Bar Saturated Steam to 35�F/178°C _ ' �"�;;` �`'. 200 PSI/13.8 Bar Non-Shock Cold Working Pressure � ;� LL =�'°� ( :� I r_ , �� "� �� Yi'. .i OCNFC�dVIS TO MSS SR80 MATH�IAL LIST T 413 PART SPEG R CAl10N Thr�aded 1. Bonr� E�-on�ASTM B 62 2. Body �on�ASTM B 62 3. Finge Rn �onn�ASTM B 140 Alloy C31400 or � B 134 AI I c�Q3000 p 4. Ll sc I-�nger �onn�ASTM B 62 or � 304 Stainless Sted�/a"thru 3/a" si�s � 5. Fiarx�er Nut [�-or�PS'TM B 16 S _ � 6. Llsc I-i�lder E�-onn�ASTM B 62 � �`.�� B 0 7. �eat Disc Water,Cil or C�is(�N)(VV) St�m(PfFq(Y) - - E�-or�ASTM B 62(B) �ita,(Vj ,: � �,. 8. S�t Disc Nut �onn�ASTM B 16 or B 62 A� 9. Fi nge R n Rug �-a�ASTM B 140 AI la�C32000(na�r,) T-4136 *10. �eat Di sc Washer ASTM B 98 AI I oy�5500 NPr x NPf or ASTM B 103(not sho,vn) 'Sizes 3/a",1",1�/a",and 1'/z"only. 6 1 ; DI M B�1SI ON�WO GHTS-QUANII ll ES e :� �� .'. Di mensi ons Size A B Master In. mm. In. mm. In. mm. Lbs. Kg. Cin.C�ky. - �/a 8 2.13 54 1.63 41 0.50 023 50 3/a 10 2.13 54 1.63 41 0.47 0.22 50 �� '/2 15 2.44 62 1.69 43 0.55 025 50 T-41�Y 3/a 20 2.94 75 1.88 48 0.90 0.41 50 NPf x NPf 1 25 3.56 90 2.31 59 1.46 0.66 30 1'/a 32 4.19 106 2.69 68 2.17 0.99 20 1'/z 40 4.50 114 2.94 75 2.95 1.34 10 2 50 5.25 133 3.94 100 4.79 2.17 10 2�/2" 65 8.00 20.3 5.06 129 11.48 521 5 3' 80 925 235 6.25 159 17.53 7.96 4 NIBO�check valves may be instal led in both horizontal and Q'deri ng:T-413 normal I y furni shed w i th Bronze Di sc(T-413B). verti cal I i nes w i th upward fl ow or i n any i ntermedi ate posi ti on. Avai I abl e w i th PTFE Steam Di sc(T-413�1�or GWP Di sc They w i I I operate sati sfactori I y i n a decl i ni ng pl ane(no more (T-413W)or 300'F67 PSI steam Uton Disc(T-413�. than 15°). "-a ass 150(433)furni shed for these sizes. Warning-Do Not Use For I�ciprocating Air Compressor Service. mNI�IIVC WCR.D F�4DC114R«S• 1516 MI��'ST• 9 K1-l4Ri IN 46516-4740• U54• R-t 1.800234.0227 • lID-I�A�R t 1.888.446.4226• FAX 1.888.336.4226• IMHd�I/1�1CT1�J_CfFl�H-t+1.574295.3221• FF�<+1.574295.3455 www.nibm.axn 1 � 1 � � ' � ' � � SINGLE INLET An inlet connection with 250 G.P.M. minimum inlet capacity , � ,�� to supplement the fire protection water supply. Provides �D�� :- � unobstructed water supply. Flush round design enhances ��_ �� / `� °� ' appearance and provides unobstructed passage. �;'� ��. 1 0 � �, � � (` � ' �� .� i �� ,� � STANDARD EQUIPMENT: Cast Brass round plate with double �<%, � ��p �� female adapter; plug and chain; branding as selected. `��°`� �� SPECIFY THREAD AND BRANDING. ��f� ��`�' r�}-- BRANDING: "Standpipe", "Auto Spkr." a� FINISH: Cast Brass Figure No. 6341 Figure No. 6342 OPTIONAL FINISH: PB-Polished Brass PC-Polished Chrome Round Plate Figure No. Size 6341 2 1/2 X 2 1/2 6342 3 X 2 1/2 6343 3 X 3 RESIDENTIAL FIRE DEPT. CONNECTION An inlet connection to supplement the water supply to a � ��*� , residential sprinkler system. �� `\,�' � STANDARD EQUIPMENT: 1 1/2" cast brass round plate - ��_ �� „ `� assembly with integral pin lug swivel inlet. Hose thread inlet � = `�; �'' <;, swivel, 1 1/2" NPT female outlet on back of plate. Cast brass �'� �� plug and brass chain. Overall outside Diameter 4 3/8". �`� � SPECIFY THREAD AND BRANDING. ,; U/L LISTED. 1 �� BRANDING: "Auto Spkr." FINISH: Cast Brass Figure No. 6345 OPTIONAL FINISH: PB-Polished Brass PC-Polished Chrome Page 6-12 � i • I � � � � , � o . . . . . . . • • . � 0 � � � � a� ,_, � � _�� : � � � � L �� (" . .. _ . �� .., � �1 9i:a:c �fl�� _ _ .. '_. ��' __ _ � s�,k.A��'n"4"�'��'.'F•�` tm+ _�yr�—'�"`�� • The AGF Manufacturing Inc. Model 1011A TESTnNDRAIN°matches all the features and benefits of our Model 1000 by providing both the test function and the express drain function in a multistory installation for a wet fire sprinkler system, with the added feature of an integral Model 7000 Pressure Relief Valve with drainage piping. • The Model 1011A complies with the requirements of NFPA-13 that stipulate a pressure relief valve be installed on all gridded systems and downstream of all pressure reducing valves (see reverse). • The Model 1011A TESTaNDRA1N° is a compact single handle ball valve which includes a tamper resistant test orifice and integral tamper resistant sight glasses, and is 300 PSI rated. • Available in a full range of sizes from 3/a" to 2" NPT and BSPT, with all specifiable orifice sizes 3/s" (2.8K), '/,s" (4.21�, �/z" (5.6K), "/sz" (8.OK), 5/a" (11.2K, ELO), 3/a" (14.OK, ESFR), and K25 as required by NFPA 13, 2007 Edi- tion (see reverse). • The included UVFM Model 7000 Pressure Relief Valve features a flushing handle and is factory rated for 175 PSI. Other pressure settings are available and may be substituted. • Designed to relieve excess system pressure caused by surges or temperature changes as well as solve the dif- ficult problem of providing the relief valve with a convenient drainage-piping outlet. • Shipped with relief valve and bypass drain ports plugged to expedite pressure testing the system. • A locking kit is available and can be ordered with the valve to provide vandal resistance or prevent uninten- tional alarm activation. • Repair kits including (1) adapter gasket, (1) ball, (2)valve seats, (1) stem packing, and (1) stem washer are avail- able for all TESTaNDRA1N°valves. Valve and orifice size must be specified when ordering. NOTE: It is important to note that the pressure rating of the relief valve indicates an operating range of pressure for both opening and closing of the valve. Standard relief valves are required to OPEN in a range of pressure between 90%and 105%of their rating.The valves are required to CLOSE at a pressure above 80%of that rating.The relief valve should be installed where it is easily accessible for main- tenance. Care should be taken that the relief valve CANNOT be isolated from the system when the system is operational.A relief valve should NEVER have a shutoff valve or a plug downstream of its outlet. � ' . • ' . 1 1 ' 1 1 . • TESTANDRAIN is a registered trademark of AGF Manufacturing Inc. CS1011A 10/09 ii • I � � � � � � 1 � � � � � � � � �� DIMENSIONS MODEL 'IO1'IA - FRONT VIEW Orifice Size Available:3/s", �/ie", '/z", '�/s2", ELO(5/s")*, ESFR(3/a")�, &K25`" R A� SIZE A B C D E F G H E --� �WLET 3 " �9�16�� 11�2�� 23�16�� 35�g" 33�g" 113�16�� 49�16�� 63�8�� TO • � � �, /4 (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) DR� � 1 79/�s" 1�/z" 23/i s" 35/s" 33/a" 113�16�� 49/i s" 63/s" H � _° I o (191 mm) (37.5 mm) (57 mm) (93 mm) (86 mm) (46 mm) (117 mm) (162.5 mm) 1�/a" 715/is" 1>>/is" 29/1s" 4�/a" 35/s" 115/�s" 59/is" 5�/2" (201 mm) (43 mm) (65 mm) (108 mm) (91 mm) (51 mm) (141 mm) (192 mm) 11/z" 815/is" 113/�s" 3�/a" 5�/is" 3�/s" 25/a" 8�/a" 10�/a" MODEL 1O1'IA - PLAN VIEW (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) 2n $15�16�� 113�16�� .��4�� 5��16�� .3��8u `L5�8�� $��4�� 1��8�� A� (227 mm) (45 mm) (81.5 mm) (127 mm) (99 mm) (67 mm) (207 mm) (274 mm) �-� `Available on 1�/a" to 2" size units only �'Available on 1�/z" and 2" size units only To 1 y � DRAIN I THE MODEL 1O11A PROVIDES ALL OF THE FOLLOWING... �—�I t From the 2007 Edition of NFPA 13 1 � � Chapter 8.16.2.4.1' Provisions shall be made to properly drain all parts of the system. � Chapter 8.16.2.4.2 Drain connections, interior sectional or floor control valve(s)- &8.16.2.4.3 shall be provided with a drain connection having a minimum size as shown in Table 8.16.2.4.2. MATERIALS Chapter 8.16.2.4.4 Drains shall discharge outside or to a drain capable of handling Handle: Steel the flow of the drain. Stem: Rod Brass Chapter A.8.17.4.2 (Wet Pipe System)test connection is permitted to terminate into Ball: C.P. Brass a drain capable of accepting full flow... using an approved sight Body: Bronze test connection containing a smooth bore corrosion-resistant Valve Seat: Impregnated Teflon° orifice giving a flow equivalent to one sprinkler... Indicator Plate: Steel Chapter 8.17.4.2.2 The test connection valve shall be readily accessible. Relief Valve: Bronze Chapter 8.17.4.2.4 shall be permitted to be installed in any location... downstream Bypass Fittings: Brass of the waterFlow alarm. Bypass Tubing: Nylobraid Chapter 8.17.4.3.1 (Dry Pipe System)a trip test connection not less than 1" in diameter,terminating in a smooth bore corrosion-resistant orifice, A►PFROVALS to provide a flow equivalent to one sprinkler... UL and ULC Listed: (EX4019 Chapter 8.17.4.3.2 The trip test connection... with a shutoff valve and plug not less &EX4533) than 1", at least one of which shall be brass. FM Approved Chapter 7.1.2 -a gridded wet pipe system shall be provided with a relief valve NYC-BSA No. 720-87-SM set to operate at 175 PSI or 10 PSI in excess of the maximum system pressure,whichever is greater. Chapter 8.16.1.2.3` A relief valve of not less than ih" in size shall be provided on the �, discharge side of the pressure-reducing valve set to operate at a � pressure not exceeding 175 PSI. Chapter A.8.16.1.2.3 -consideration should be given to piping the discharge from the ��1� (pressure reliefl valve MADE IN U.S.A. � . • . . AGF Manufacturing Inc. Job Name: 100 Quaker Lane, Malvern, PA 19355 , Phone:610-240-4900 Architect: Fax:610-240-4906 Engineer: www.testandrain.com Contractor: Applications:Tube,Pipe&Fittings:Copper Tube Handbook:Tablc 2c-Type M Tube �� .� � � � �� .:r�^- r .� . `'� A' ` ' + • �:,. ' i � � • ,..�r�+J r J� �.�fi �tl� "'r�,��.�f �•.�I.'�9e.��r�;-at]! f°.��s.a,I..� .. '�� C:.. .J � � �I ��14 e.� , , a . - - �r-� -.�� :, �� - _ . Search Home>Applications>Tube Pipe& Fittinqs>Technical References>Copper Tube �� Handbook>Table of Contents> Index of Tables>Table 2c-Type M Tube � Y _ � ��, Mission `' +l��. #,{ �r-�:��" �; .� ' °� °,�� Plumbin Site Menu r: Who We Are �°��-�#- ��P:. :�K � w��j'a�._„�_�r� ��`�� Press Room �� 'M�' _ ,�,� . . �� t'�� CDA Offices Membership ��" W �••�+4 � ��u y°�u�.�,��rom Table of Contents provides Member Loqin � ��' - �e�,�� "+,�P ��.!I,�� a view of the full contents of this publication and the "PF•��car�°"s Dimensions and Physical Characteristics of Copper Tube: links to go to specific Architecture TYPE M sections of this handbook. Automotive Electrical Nominal dimensions, inches Calculated values(based on nominal Building Wire dimensions) he entire Copper Tube Nominal Weight Handbook can be Energy Efficiency or Power QualitV standard Cross Weight of tube Contents of downloaded in df format[7 sectional of tube & MB� Tube, Pipe & Fittinqs size, area of only, water tube Fuel Gas inches bore, pounds pounds per linear ft Industrial Outside Inside Wall sq. per per diameter diameter thickness inches linear ft. linear ft. Cu ft. Gal. Marine �� Machined Products 3/8 .500 .450 .025 .159 .145 .214 .00110 .00826 ��o- .�. �1'E� Telecommunications 1/2 .625 .569 .028 .254 .204 .314 .00176 .0132 �_�� ,��5 , �:w Copper Compounds 3/4 .875 .811 .032 .517 .328 .551 .00359 .0269 }"� ��p�� 1 1.125 1.055 .035 .874 .465 .843 .00607 .0454 �utx��d we�.�°,i #r •.,:,� ,�, � I Antimicrobial Copper 1-1/4 1.375 1.291 .042 1.31 .682 1.25 .00910 .0681 __v Alloy Surfaces 1-1/2 1.625 1.527 .049 1.83 .940 1.73 .0127 .0951 2 2.125 2.009 .058 3.17 1.46 2.83 .0220 .165 RESDUFEC ES &�J� �°�� 2-1/2 2.625 2.495 .065 4.89 2.03 4.14 .0340 .254 Find Suppliers Of Copper 3 3.125 2.981 .072 6.98 2.68 5.70 .0485 .363 CDA Tube, Pipe and Copper Data Center 3-1/2 3.625 3.459 .083 9.40 3.58 7.64 .0653 ,4gg Fittin s Council members: Standards& 4 4.125 3.935 .095 12.2 4.66 9.83 .0847 .634 Properties 5 5.125 4.907 .109 18.9 6.66 14.8 .131 .982 Applications Directory ��1 Market Data 6 6.125 5.881 .122 27.2 8.92 20.7 .189 1.41 I Publications List 8 8.125 7.785 .170 47.6 16.5 37.1 .331 2.47 � Copper Topics 10 10.125 9.701 .212 73.9 25.6 57.5 .513 3.84 ��,��,��q.� 12 12.125 11.617 .254 106 36.7 82.5 .736 5.51 http://www.copper.org/applications/plumbing/techref/cth/tables/cth t�able2c.htm(1 of 2)2/17/2006 1:57:15 AM � �� . ' . • � � � � 1 ' • • Exceptional hydraulics . . -.. . • .- . . • Lightweight and easy to install NPS Nominal I.D. Wt. Wt.(H20 Filled) CRR CRR In;mm In;mm Lbs/Ft;kg/m Lbs/Ft;k /m Unthreaded Threaded • Available factory roll groaved 1" 1.080 1.330 1.75 11.39 1.00 25 27.4 2.0 2.60 — — • M-COAT ID 1Ya" 1.408 1.870 2.54 9.50 1.00 • UL and cUL listed 3z 35.8 z.a 3.�a - - 1�/z" 1.639 2.290 3.22 9.14 1.00 • FM approved 40 41.6 3.4 4.79 — — 2" 2.104 3.050 4.57 8.41 1.00 OO Combining the safety 50 53.4 4.5 6.ao - - and longevity of Sch-40 u u with quality and � c� FM RPPROVED hydraulic advantages. oyna-Thread�'-M-coAT�'pipe is the full � Superior Coating O Specifications &Approvals line Schedule 40 replacement with the Dyna-Thread—M-COAT products are Dyna-Thread—M-COAT pipe is same CRR of Schedule 40, 1,00,providing coated with an environmentally approved manufactured to meet ASTM A-135, Dyna-Thread—M-COAT with the same life and specially formulated modified-acrylic Type E Grade A, is in compliance with expectancy as Sch-40.With outstanding or water-based coating.This durable NFPA-13 and all sizes are rated at 300 psi hydraulic capabilities, Dyna-Thread— coating is paintable and acts as an working pressure. Dyna-Thread—M-COAT M-COAT is a more widely accepted excellent primer while resisting weather is UL and cUL listed for wet,dry deluge product substitution than lightwall and UV degradation from outdoor storage. and pre-action sprinkler systems and FM threadable pipe when Sch-40 is specified. a roved for use in wet s stems. The internal surface of all black Allied Tube PP Y Dyna-Thread—M-COAT's inside diameter &Conduit fire sprinkler pipe products are Dyna-Thread—M-COAT can be hot dip is up to 3.6% larger than Sch-40 and coated with M-COAT,an advanced MIC galvanized** to meet FM requirements for provides improved hydraulics.When used coating that is FM approved for use use in dry systems. Dyna-Thread—M-COAT in combination with Dyna-Flow pipe,down is approved for all threaded couplings and sizing of pipe and related components welded outlets and is suitable for all often occurs,thereby reducing costs. � American Made roll-grooved and plain end fittings. The consistent quality of steel used to Able to meet"Buy American" make Dyna-Thread—M-COAT facilitates requirements,and is available through smooth threading and lower maintenance distributors in the USA, Canada, Mexico costs. Increased strength and lighter and Latin America. weight allows Dyna-Thread—M-COAT to reduce installation fatigue and makes it ideal for retro-fit applications. ""Must be ordered in 10 bundle increments ^°�III�� Customer Service (800) 88Z-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com �T� • 16100 S Lathrop Ave. • 11350 Norcom Rd. •2525 N Z7th Ave. TUBE & CONDUIT� Harvey,IL 60426 Philadelphia,PA 19154 Phoenix,AZ 85009 A PART O=�atkore . . _ 002013 Atkore International,Inc.All Rights Reserved.STP-S3-3M-1301 • • - . • � 1 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: • Has a Corrosion Resistance Ratio of 1.0 • Has a Pressure Rating of 300 psi • Is Lighter Weight Than Schedule 40 • Is Approved by Factory Mutual and Listed by Underwriters Laboratories • Is Produced in Accordance to ASTM A-135 and A-795 • Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves • Is Produced From Steel With Excellent Properties of Strength and Threadability • Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* • Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS 1 1.461 1.083 70 1 1/4 2.070 1.418 51 1 1/2 2.547 1.654 44 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS !■►L!'l=� � 1 1.00 1.00 1 1/4 1.00 1.00 1 1/2 1.00 1.00 2 1.00 1.00 `Eddythread 40 can be hot dipped galvanized to meet FM's requirement for dry systems � � 1819 Clarkson Road For additional information, C �L US �� Chesterfield, MO 63017 contact your salesperson today at � BULL MOOSE TUBE COMPANY (800)325-4467 (800)325-4467 or(636)537-2600 usTEO - --- -- FAX: (636)537-2645 in the USA,or from Canada www.bullmoosetube.com call(800)882-4666 FM A CAPA� company e-mail:sales(c�bullmoosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 Youngstown Tube Company Schedule 30 ��`' �� LL. '��' � '�1 "��-� TM� "Quality by the Foot" 7N Schedule 30 Sprinkler Pipe ; "EZ-Thread"� Youngstown Tube manufactures EZ-1'hread�(schedule 30)pipe in sizes 1"thru 2"using only high quality domestic steel coils.This ensures a uniform superior product for threading,roll grooving,welding or plain end uses.Youngstown Tube's EZ-Thread�pipe is produced under ASTM A135/A795 Type E,Grade A,NH standards.Every piece is Eddy- Current tested and conforms to internal SPC testing and recording. � EZ-Thread�is manufactured to tighter O.D.tolerances and incorporates lighter gauge steel than standard schedule 40 pipe.This creates a cost effective threadable pipe which has UL CRR(Corrosion Resistance Ratio)value in excess of standard schedule 40 product. Youngstawn Tube EZ-Thread�steel sprinkler�ipe is coated with a waterbased black enamel coating,YTC Guard� antimicrobial coating and a continuous color coded blue stencil,and stored indoors ready for immediate shipment. Approvals: UL Listed,CUL Listed,FM Approved Youngstown Tube schedule 30 pipe meets the rigorous testing and certification processes of Underwriters Laboratory and Factory Mutual for steel sprinkler pipe with working pressures of 300 psi or less.It also meets the requirements of NFPA 13. "EZ-Thread"� Schedule 30 '� Pipe Pipe Pipe Nominal Weight per Standard Pieces Feet Weight UL Size OD ID Wall Foot Length Per per per Threaded Bundle Bundle Bundle CRR � 1.295 1.095 .106 1.34 21 61 1,281 1,716 1.14 1 '/4 1.645 1.420 .114 1.86 21 61 1,281 2,382 1.12 1 '/z 1.892 1.653 .121 2.28 21 44 924 2,106 1.06 � 2368 2.116 .127 3.03 21 37 777 2,354 1.11 *EZ-Thread�pipe can not be cut-grooved. Youngstown Tube Company 401 Andrews Avenue Youngstown,Ohio 44505 1-866-The-Tube ww w.youngstowntube.com __., . ..____ .. _...... __. . . .._..._ _._. ......_ _...... . ..�.___ _ __. ...._.. Project: Contractor: _....._..______.._..��_�__.._.w.�._m�._.___,�.___.__� �._.___ Submitted By: Date Submitted: � Wrot & Cast Pressure Fittings Couplings WROT CAST WROT CAST 100 Coupling With Stop 101 Coupling Without Stop Copperto Copper A - Ayll � � � �� CxC �:' CxC _- - - Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A 1ia 30944 5o i000 o.00a 11/16 1/4 30948 50 1000 0.007 23/32 1/4 30896 50 1000 0.007 3/32 3/8 30950 50 1000 0.015 55/64 3/8 30898 50 1000 0.014 3/32 ��2 30952 100 1000 0.027 13/32 1/2 30900 100 1000 0.021 3/32 5/S 30954 25 500 0.041 121/64 5/8 30902 25 500 0.040 3/32 3/4 30956 50 500 0.056 119/32 3/4 30904 50 500 0.056 3/32 1 30960 25 250 0.121 129/32 7/8 30906 10 200 0.084 3/32 11/4 30962 20 200 0.149 21/32 1 30908 25 250 0.122 3/32 11/2 30964 10 100 0.213 217/64 1 1/4 30910 20 200 0.144 3/32 2 30966 5 50 0.391 2 49/64 1 1/2 30914 10 100 0.216 3/32 p 1�2 30968 5 50 0.616 3 1/32 2 30916 5 50 0.391 3/32 3 30970 5 40 0.912 313/32 2 1/2 30918 5 50 0.624 3/32 3 1/2 30972 1 16 1.352 3 29/32 3 30920 5 40 0.909 3/32 4 30974 2 16 1.878 413/32 31/2 30922 1 16 1.369 3l32 5 30976 1 6 3.365 51/2 4 30924 2 16 1.904 3/32 6 30978 1 6 5.262 6 3/8 5 30926 1 6 3.365 3/16 g 30980 1 1 12.941 81/4 6 30928 1 6 5.262 3/16 8 30930 1 1 12.941 1/8 WROT CAST WROT �AST 101-R Coupling With Stop 4701-R 100-RS Coupling With Roll Stop �oppe�to�oppe� Capper ro Copper � ---� II --- �A- ��=c ,� _ - -- -- €we - - � __ - _ . ii ; C x C ____ ____ ,� C x C Nominal Size Part Box Master Approx. Dim. Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A In Inches Number Quantity Pack Net Wt. A 3/16 OD 30662 50 1000 0.002 1/16 1/4 OD x 3/16 OD 30668 50 1000 0.004 3/32 5/16 OD 30672 50 1000 0.006 1/16 5/16 OD x 1/4 OD 30674 50 1000 0.007 3/32 1/8 30666 50 1000 0.004 1/16 3/8 OD x 5/16 OD 30680 50 1000 0.008 3/32 1/4 30678 50 1000 0.007 3/32 1/4 x 1/8 30684 50 1000 0.008 5/32 3/8 30686 50 1000 0.014 3/32 3/8 x 1/4 30688 50 1000 0.017 3/16 1/2 30694 100 1000 0.021 3/32 3/8 x 1/8 30692 50 1000 0.019 1/4 5/8 30702 25 500 0.040 3/32 1/2 x 3/8 30696 50 1000 0.024 5/32 3/4 30712 50 500 0.056 3/32 1/2 x 1/4 30698 50 1000 0.025 1/4 7/8 30724 10 200 0.084 3/32 1/2 x 1/8 30700 50 1000 0.027 23/64 1 30730 25 250 0.122 3/32 5/8 x 1/2 30704 25 500 0.035 5/32 1 1/4 30746 20 200 0.144 3/32 5/S x 3/8 30706 25 500 0.033 7/32 1 1/2 30764 10 100 0.216 3/32 5/8 x 1/4 30708 25 500 0.043 5/16 2 30782 5 50 0.391 3/32 3/4 x 5/8 30714 50 500 0.057 3/16 4 Elkhart Products Corporation **Cast eronze onry `Factory Option-consult factory for price and delivery information. Wrot & Cast Pressure Fittings . Couplings & Unions WROT CAST WROT CAST 101-R Coupling With Stop-cont. 4701-R 110 Eccentric Coupling Copperto Copper Capperto Copper Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A �I A � 3/4 x 1/2 30716 50 500 0.061 3/16 3/4 x 3/8 30718 25 500 0.054 21/64 �� 3/4 x 1/4 30720 25 500 0.053 7/16 1 x 3/4 30734 25 250 0.098 13/32 C x C 1 x 5/8 30736 25 250 0.102 3/8 1 x 1/2 30738 25 250 0.104 7/16 1 x 3/8 30740 zs zso o.osa 1iz Nominal Size Part Box Master Approx. Dim. 1 1/4 x 1 30748 10 100 0.152 5/16 In Inches Number Quantity Pack Net Wt. A 1 1/4 x 3/4 30752 10 100 0.134 15/32 1 1/4 x 1/2 30756 10 100 0.176 41/64 3/4 x 1/2 31042 25 250 0.060 3/8 1 1/2 x 1 1/4 30766 10 100 0.220 11/32 1 x 3/4 31044 10 100 0.114 13/32 1 1/2 x 1 30768 10 100 0.220 7/16 1 1/4 x 1 31046 10 100 0.162 1/2 1 1/2 x 3/4 30772 10 100 0.218 21/32 1 1/4 x 3/4 31048 10 100 0.190 3/4 1 1/2 x 1/2 30776 10 100 0.219 25/32 2 x 1 1/2 30784 10 100 0.366 13/32 2 x 1 1/4 30786 10 100 0.393 21/32 2 x 1 30788 10 100 0.383 25/32 2 x 3/4 30790 10 100 0.408 � WROT CAST 2x1/2 30792 10 100 0.420 11/8 102 Union 4733 2 1/2 x 2 30800 5 50 0.639 15/32 Copper to Copper 2 1/2 x 1 1/2 30802 5 50 0.666 7/8 2 1/2 x 1 1/4 30804 5 50 0.664 15/16 2 1/2 x 1 30806 5 50 0.691 1 1/8 y A � 3 x 2 1/2 30816 2 20 0.946 1/2 3 x 2 30818 2 20 0.991 13/16 � 3 x 1 1/2 30820 2 20 1.106 1 5/32 � � _ "3 x 1 1/4 34710 - 40 1.345 - '"3 x 1 34712 - 25 1.352 - 3 1/2 x 3 30832 1 16 1.426 1/2 C X C 4 x 3 1/2 30840 2 32 1.960 17/32 4 x 3 30842 2 32 1.940 7/8 4 x 2 1/2 sosaa 2 s2 2.o2s 1 1/8 Nominal Size Part Box Master Approx. Dim. a x 2 30846 2 32 2.i92 > >i2 In Inches Number Quantity Pack Net Wt. A 5 x 4 30850 1 6 3.310 25/32 5 x 3 30852 1 6 3.199 1 3/16 1/4 33576 25 500 0.114 13/32 5 x 2 1/2 30854 1 6 3.115 1 7/16 3/8 33578 25 250 0.131 27/64 5 x 2 30856 1 6 2.932 1 11/16 "3/8 37933 50 500 0.147 - 6 x 5 30860 1 6 4.762 1/2 1/2 33580 25 250 0.113 1/2 6 x 4 30862 1 6 4.689 1 3/16 "1/2 37934 25 250 0.216 - 6 x 3 30864 1 6 4.749 1 11/16 "5/8 37936 25 250 0.308 - 6 x 2 1/2 30866 1 6 4.665 2 1/16 3/4 33582 20 200 0.261 21/32 6 x 2 30868 1 6 4.780 2 3/16 "3/4 37937 25 150 0.313 - 8 x 6 30872 1 1 10.957 1 1/8 1 33584 10 100 0.557 7/16 8 x 5 30873 1 1 11.546 1 5/8 1 1/4 33585 5 50 0.698 7/16 8 x 4 30874 1 1 11.696 2 1/4 1 1/2 33586 5 50 0.878 29/64 8 x 3 30876 1 1 12.800 2 11/16 2 33587 2 20 1.499 15/32 8 x 2 1/2 30878 1 1 13.770 3 1/16 "2 1/2 37947 - 10 3.250 - 8 x 2 30880 1 1 14.163 3 "3 37948 - 5 4.750 - ��Cast Bronze Only �Factory Option-consult factory for price and delvery information. EIKI11Pt PrOCIUCtS COrpOrat1011 rJ � Wrot & Cast Pressure Fittings Adapters WROT CAST WROT CAST 103 Female Adapter 4703 103-2 Female Street Adapter 4703-2 Copper to Female N.P.T. Fitting to Female N.P.T. �q� U �A G_ I la1 i ��`, ,� FTG.x F � Ef�C �►� � _ _ Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A C x F 1/4 30224 50 1000 0.030 29/32 3/8 30230 50 1000 0.049 11/16 1/2 30236 50 500 0.084 13/8 3/4 30242 25 250 0.143 111/16 Nominal Size Part Box Master Approx. Dim. 1 sozas zo zoo 0.214 1 31/32 In Inches Number Quantity Pack Net Wt. A i ��a 30254 io ioo 0.324 2 5/32 1/8 30100 50 1000 0.029 7/16 1 1/2 30260 10 100 0.437 2 7/16 1/4 30110 50 1000 0.031 15/32 2 30266 5 50 0.641 2 19/32 3/8 30120 50 500 0.053 19/32 `�2 1/2 34297 - 25 1.740 - 1/2 30130 50 500 0.093 7/8 ��3 34298 - 20 2.470 - 3/4 30150 25 250 0.143 23/32 1�2 x 3/8 30238 50 500 0.062 1 1/8 1 30160 20 200 0.226 31/32 1�2 x 1/4 30240 50 500 0.041 59/64 1 1/4 30170 10 100 0.369 1 3/32 `�3/4 x 1/2 34284 25 225 0.147 - 1 1/2 30180 10 100 0.404 1 5/32 �'1 x 3/4 34287 25 100 0.414 - 2 30190 5 50 0.667 1 1/4 "�1 x 1/2 34288 25 250 0.153 - 2 1/2 30200 2 20 1.228 1 1/2 " 3 34252 - 12 2.400 - *`4 34258 - 12 3.820 - *` 5 34259 - 6 8.250 ' WROT CAST "' 6 34263 - 4 12.000 1/8x1/4 30,06 50 ,000 0.033 ,�2 104 Male Adapter 4704 1/4 x 1/2 30112 50 500 0.078 25/32 Copper to Male N.P.T. 1/4 x 3/8 30114 50 1000 0.043 21/32 1/4 x 1/8 30116 50 1000 0.024 11/32 3/8 x 3/4 30122 25 250 0.121 3/4 ~A 3/8 x 1/2 30124 50 500 0.082 7/8 � , 3/8 x 1/4 30126 50 1000 0.041 15/32 �� '* 1/2 x 1 34212 25 150 0.300 - 1/2 x 3/4 30134 25 250 0.121 29/32 1�+ C x M ti 1/2 x 3/8 30136 50 500 0.046 9/16 1/2 x 1/4 30138 50 500 0.044 15/32 5/8 x 3/4 30142 25 250 0.143 1 Nominal Size Part BOX Master Approx. Dim. 5/8 x 1/2 30144 25 z5o o.1oz 3/4 In Inches Number Quantity Pack Net Wt. A " 3/4 x 1 1/4 34218 10 50 0.515 - 3/4 x 1 30154 20 200 0.218 1 7/32 '1/8 30280 50 1000 0.019 13/32 3/4 x 1/2 30156 25 250 0.085 19/32 1/4 30290 50 1000 0.027 15/32 " 3/4 x 3/8 34222 25 250 0.170 - 3/S 30300 50 500 0.041 7/8 '" 1 x 1 1/2 34224 10 40 0.720 - 1/2 30310 50 500 0.064 19/32 1 x 1 1/4 30164 10 100 0.299 1 7/32 3/4 30330 25 250 0.119 13/16 1 x 3/4 30166 25 250 0.159 43/64 1 30342 20 200 0.170 27/32 1 x 1/2 30168 10 100 0239 11/16 1 1/4 30354 10 100 0.317 15/16 *` 1 1/4 x 2 34229 5 50 0.980 - 1 1/2 30368 10 100 0.462 7/8 1 1/4 x 1 1/2 30172 10 100 0.431 1 19/64 2 30378 5 50 0.675 31/32 1 1/4 x 1 30174 10 100 0.238 55/64 2 1/2 30388 4 40 1267 1 21/32 ** 1 1/4 x 3/4 34233 - 100 0.290 - 3 30400 2 20 1.520 1 7/32 1 1/2 x 2 30182 5 50 0.678 1 7/16 4 30410 1 16 2.262 1 9/32 1 1/2 x 1 1/4 30184 10 100 0.388 7/8 "5 34374 - 5 8.600 - ** 1 1/2 x 1 34238 - 60 0.370 - *`6 34377 - 4 10.730 - 2 x 1 1/2 30192 5 50 0.730 1 3/16 1/8 x 3/8 30282 50 1000 0.040 3/4 6 Elkhart Products Corporation �'Cast Bronze Only �Factory Option-consult factory for price and delivery information. Wrot & Cast Pressure Fittings � Adapters & Elbows WROT CAST WROT CAST 104 Male Adapter-cont. 4704 104-2 Male Street Adapter-cont. 4704-2 Copper to Male N.P.T. Fitting to Male N.P T. Nominal Size Part Box Master Approx. Dim. Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A In Inches Number Quantity Pack Net Wt. A 1/8 x 1/4 30284 50 1000 0.033 7/16 1 30452 20 200 0.232 2 5/32 1/4 x 1/2 30292 50 500 0.069 7/8 1 1/4 30460 10 100 0.444 2 1/2 1/4 x 3/8 30294 50 1000 0.060 63/64 1 1/2 30470 10 100 0.508 2 13/16 1/4 x 1/8 30296 50 1000 0.014 17/32 2 30480 5 50 0.749 2 13/16 3/8 x 3/4 30302 25 250 0.143 1 11/32 "2 1/2 34417 - 25 1.550 - 3/S x 1/2 30304 50 500 0.072 15/16 "'3 34422 - 20 2.280 - 3/8 x 1/4 30306 50 1000 0.039 5/8 1/2 x 3/4 30438 25 250 0.153 - 1/2 x 1 30314 20 200 0.240 1 1/2 x 3/8 30440 50 500 0.045 - 1/2 x 3/4 30316 25 250 0.135 13/16 3/4 x 1/2 30448 25 250 0.093 1 23/32 1/2 x 3/8 30318 50 500 0.053 47/64 1/2 x 1/4 30320 50 500 0.059 5/8 5/S x 3/4 30324 25 250 0.129 1 1/S 5/8 x 1/2 30326 25 500 0.075 11/16 "3/4 x 1 1/2 34329 5 50 0.596 - WROT CAST *'3/4 x 1 1/4 34330 - 120 0.375 - �05'C 9�° Street Elbow-Close Ruff 3/4 x 1 30336 20 200 0.234 7/8 Fitting to Fitting 3/4 x 1/2 30338 25 250 0.106 53/64 1 x 1 1/2 30344 10 100 0.544 1 29/32 �A y 1 x 1 1/4 30346 10 100 0.399 1 21/32 1 x 3/4 30348 25 250 0.206 1 3/32 1 x 1/2 30350 25 250 0.176 31/32 '* 1 1/4 x 2 34345 - 40 0.880 - � 1 1/4 x 1 1/2 30358 10 100 0.523 1 45/64 1 1/4 x 1 30360 10 100 0.304 1 1/4 A i 1 1/4 x 3/4 30362 10 100 0.273 1 FTG.X FTG. I 1 1/2 x 2 30370 5 50 0.772 1 25/32 � 1 1/2 x 1 1/4 30372 10 100 0.386 1 27/64 1 1/2 x 1 30374 10 100 0.435 1 9/64 ~� "2 x 2 1/2 34357 - 25 1.565 " N011111181 SIZ2 Part BOX Master Approx. Dim. z X i iiz sosao 5 so 0.650 1 23/64 In Inches Number Quantity Pack Net Wt. A 2 x 1 1/4 30382 5 50 0.631 1 3/4 2 1/2 x 2 30390 5 50 0.931 1 9/64 1/8 31450 25 500 0.008 5/8 1/4 31452 25 500 0.013 27/32 3/8 31456 25 500 0.029 15/16 1/2 31460 25 500 0.044 11/32 5/8 31464 10 200 0.073 1 1/4 3/4 31468 25 250 0.086 113/32 WROT CAST 1 31472 10 100 0.166 121/32 104-2 Male Street Adapter 4704-2 1 1/4 31476 5 50 0.269 129/32 Fitting to Male N.P.T. ��I �� ' A -' FTG.x M Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A 1/4 30424 50 1000 0.033 11/6 3/8 30430 50 1000 0.049 13/16 1/2 30436 50 500 0.074 17/16 3/4 30444 25 250 0.143 127/32 "Cast Bronze Only �Facrory Option-consuft factory for price and delivery information. EII(I18Ct PrOCIUCtS COrpOr8tIO11 7 � Wrot & Cast Pressure Fittings Elbows WROT CAST WROT CAST 105-L 90° Street Elbow-Long Turn 106-2 45° Street Elbow Fitting to Fitting Fitting to Copper � �A� �� _ I - B\ 1 / � f ( I - A - FTG.x FTG. I FTG.x C � - - Nominal Size Part Box Master Approx. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B Nominal Size Part Box Master Approx. Dim. iia 31186 5o i000 o.ois 15/64 41/64 In Inches Number Quantity Pack Net Wt. A sis 31190 50 l000 o.o2a 9/32 23/32 3/8 31896 25 500 0.033 13/16 1/2 31194 100 1000 0.035 5/16 25/32 1/2 31902 25 250 0.057 17/16 5/8 31198 25 250 0.059 5/16 1 3/4 31914 25 250 0.138 p 3/4 31202 50 500 0.076 13/32 13/16 1 31926 10 100 0.251 215/32 1 31206 25 250 0.134 7/16 17/16 1 1/4 31932 5 50 0.381 2 29/32 � ��4 31212 25 200 0.229 17/32 1 9/16 1 1/2 31938 5 50 0.563 3 5/16 � 1�2 31216 20 160 0.343 19/32 1 3/4 2 31944 5 40 1.156 4 3/8 2 31220 10 80 0.625 11/16 2 3/32 2 1/2 31224 5 40 0.965 29/32 2 7/16 3 31228 3 24 1.470 1 211/16 WROT CAST '31/2 31232 1 16 2.100 15/32 3 106 45° Elbow 4 31236 1 S 3.340 19/32 31/2 Copperto Copper WROT CAST 107-C 90° Elbow-Close Ruff 4707 Copperto Copper / B �� E F'C EPC � _ _ + ,,..-�. � � � - C x C -- -��` A// A A � CxC Nominal Size Part Box Master Approx. Dim. Nominal Size Part Box Master Approx. Dim. Dim. In Inches Number Quantity Pack Net Wt. A In Inches Number Quantity Pack Net Wt. A B 1/8 31082 50 1000 0.006 1/8 1/8 31260 50 1000 0.008 3/8 3/8 1/4 31086 50 1000 0.013 15/64 1/4 31262 50 1000 0.012 3/8 3/8 3/8 31090 50 1000 0.024 1/4 3/8 31266 50 1000 0.026 13/32 13/32 1/2 31096 100 1000 0.034 17/64 1/2 31272 100 1000 0.044 25/64 25/64 5/8 31102 25 250 0.056 5/16 5/8 31280 25 250 0.069 17/32 17/32 3/4 31106 50 500 0.076 3/8 3/4 31288 50 500 0.096 9/16 9/16 1 31120 25 250 0.137 13/32 1 31296 20 200 0.208 47/64 47/64 11/4 31128 25 200 0.229 33/64 11/4 31306 25 200 0259 15/16 15/16 1 1/2 31134 20 160 0.343 19/32 1 1/2 31314 20 120 0.371 1 11/64 1 11/64 2 31140 10 80 0.625 25/32 2 31322 10 80 0.805 129/64 129/64 2 1/2 31148 5 40 0.970 7/8 2 1/2 31330 5 40 1.180 1 21/32 1 21/32 3 31156 3 24 1.460 63/64 3 31338 3 24 1.920 1 61/64 1 61/64 3 1/2 31162 1 16 2.180 1 5/32 3 1/2 31346 1 8 2.728 2 7/32 2 7/32 4 31168 1 8 3.800 111/64 4 31352 1 8 4.557 217/32 217/32 5 31170 1 6 6.564 1 13/32 5 31360 1 1 8.586 3 1/8 3 1/8 6 31172 1 1 11.200 111/16 6 31368 1 1 15.200 313/16 313/16 8 31174 1 1 27.900 2 1/4 8 31371 1 1 37.000 5 1/8 5 1/8 8 Elkhart Products Corporation **Cast eronze onry `Factory Option-consult factory for price and delivery information. Wrot & Cast Pressure Fittings . Elbows WROT CAST WROT CAST 107-C-2 90° Street Elbow -Close Ruff 107-L 90° Elbow-Long Turn-cont. Fitting to Copper Copper to Copper Nominal Size Part Box Master Approx. Dim. Dim. _ q _ In Inches Number Quantity Pack Net Wt. A B /°r,' �� i 1/2 31676 50 500 0.055 55/64 55/64 5/8 31684 25 250 0.087 11/16 11/16 1 - 3/4 31692 25 250 0.123 15/32 15/32 7/8 31702 10 100 0.210 115/32 115/32 g i 1 31708 10 100 0.270 129/64 129/64 FTG.X C � 1 1/4 31720 10 80 0.381 1 7/8 1 7/8 1 1/2 31730 10 80 0.563 2 3/16 2 3/16 - 2 31740 5 30 1.156 3 3 2 1/2 31750 1 10 1.980 3 3/16 3 3/16 Nominal Size Pdtt BOX Master Approx. Dim. Dim. 3 31756 1 8 3.320 4 5/8 4 5/8 In Inches Number Quantity Pack Net Wt. A B 3 1/2 31762 1 1 4.850 5 1/4 5 1/4 4 31770 1 1 7.400 5 7/8 5 7/8 1/8 31390 50 1000 0.006 3/8 49/64 1/4 31392 50 1000 0.012 3/8 3/4 3/8 31396 50 1000 0.027 13/32 15/16 WROT CAST ,�2 31400 ,00 ,oao o.o4z 29/64 1 1/32 107-L-2 90° Street Elbow-Long Turn 5/8 31404 25 250 0.061 17/32 1 7/32 Fitting ta Copper 3/4 31408 50 500 0.103 19/32 113/32 1 31412 20 200 0.195 21/32 1 21/32 11/4 31416 25 200 0.259 7/8 129/32 1 1/2 31420 20 120 0.392 1 11/64 2 3/8 �A y 2 31424 10 80 0.805 1 29/64 2 27/32 ��C 2 1/2 31428 5 40 1.187 1 3/4 3 21/64 3 31432 3 24 1.960 2 3 25/32 31/2 31436 1 8 2.798 215/64 415/64 � / 4 31440 1 8 4.460 219/32 413/16 / i FTG.x C B ' � � WROT CAST ��!- ' 107-L 90° Elbow-Long Turn Copperto Copper Nominal Size Part Box Master Approx. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B �B � 1/8 31790 50 1000 0.008 1/2 7/8 1/4 31792 50 1000 0.019 23/64 1 1/16 3/8 31796 50 500 0.032 23/32 17/32 1/2 31802 50 500 0.055 55/64 1 7/16 P� A � 5/8 31810 25 250 0.087 11/16 127/32 3/4 31816 25 250 0.139 1 1/8 2 1/16 � � 1 31830 10 100 0.269 1 13/32 2 9/16 1 1/4 31838 10 80 0.381 1 7/8 2 29/32 C X C 1 1/2 31844 10 80 0.563 2 3/16 3 5/16 2 31850 5 30 1.156 2 31/32 4 3/8 `��-� 2 1/2 31856 1 10 1.963 3 3/16 4 23/32 3 31862 1 8 3.300 4 5/8 6 11/32 Nominal Size Pai� BOX Master Approx. Dim. Dim. 31i2 31868 1 8 3.850 4 5 31/32 In Inches Number Quantity Pack Net Wt. A B 4 31874 1 1 5.890 4 29/64 6 23/32 3/16 OD 31662 50 1000 0.007 5/16 5/16 5/16 OD 31666 50 1000 0.013 9/16 9/16 1/8 31664 50 1000 0.083 1/2 1/2 1/4 31668 50 1000 0.019 3/4 3/4 3/8 31672 50 500 0.033 23/32 23/32 "'Cast Bronze Only `Factory Option-consuR factory for price and delivery information. EII(I18rt PrOCIUCtS COCpOr8tIO11 9 , Wrot & Cast Pressure Fittings Elbows WROT CAST WROT CAST 107-MT 90° Elbow-Medium Turn 107-MT2 90° Street Elbow-Medium Turn Copper to Capper Fitting to Copper B _,s.-v.:�. �PC � q r ': E F'C. i � A } � - CxC � B ' ----" ' FTG.x C I il j I Nominal Size Part Box Master Approx. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B - 1is 31510 so l000 o.oio aia sia Nominal Size Part Box Master Approx. Dim. Dim. iia 31512 5o i000 o.ois sia sia ln Inches Number Quantity Pack Net Wt. A B 3/8 31516 50 1000 0.043 1/2 1/2 1/2 31522 50 500 0.068 19/32 19/32 ��$ 31560 50 1000 0.010 3/8 3/4 5/8 31530 25 250 0.109 7/8 7/S 1�4 31562 50 1000 0.017 3/8 3/4 3/4 31536 25 250 0.141 13/16 13/16 3/8 31566 50 1000 0.044 1/2 15/16 1 31542 10 100 0.252 1 1 ��2 31572 50 500 0.066 19/32 13/16 5/8 31578 25 250 0.104 7/8 1 1/2 3/4 31584 25 250 0.146 13/16 15/8 WROT CAST 1 31590 10 100 0.271 11/16 21/32 107-CR 90° Reducer Elbow-Close Ruff 4707 Copper to Copper �A� B / - 1 � CXC � WROT CAST NominalSize Part Box Master Approx. Dim. Dim. 1�7-R 9�° Reducer Elbow In Inches Number Quantity Pack Net Wt. A B Copperto Copper 3/8 x 1/4 31268 50 1000 0.027 5/8 39/64 1/2 x 3/8 31274 50 500 0.041 43/64 5/8 �B-.I 1/2 x 1/4 31276 50 500 0.034 11/16 43/64 5/8 x 1/2 31282 25 250 0.077 31/32 7/8 3/4 x 1/2 31290 50 500 0.085 5/8 15/32 � � - 1 x 3/4 31298 25 250 0.146 3/4 19/32 � 1 x 1/2 31300 25 250 0.129 1 1/8 7/8 A � 1 1/4 x 1 31308 10 100 0.229 7/8 11/16 � � " 1 1/4 x 3/4 35212 15 90 o.33s - - FTG.x C " 1 1/4 x 1/2 35214 20 120 0.280 - - I 1 1/2 x 1 1/4 31316 10 100 0.338 1 9/64 55/64 �� 1 vz X i 35218 - 60 o.sao - - Nominal Size Part Box Master Approx. Dim. Dim. •• 1 1/2 x 3/4 35220 - 72 o.ass - - In Inches Number Quantity Pack Net Wt. A B *' 1 1/2 x 1/2 35222 12 72 0.380 - - 2 x 1 1/2 31324 5 40 0.602 1 1/2 1 13/64 3/8 x 1/4 31674 50 1000 0.027 39/64 5/8 "2 x 1 1/4 35226 - 25 0.880 - - 1/2 x 3/8 31678 50 500 0.042 5/8 43/64 **2 x 1 35228 - 30 0.780 - - 5/8 x 1/2 31686 25 250 0.077 7/8 31/32 **2 x 3/4 35229 - 30 0.660 - - 3/4 x 3/8 31698 50 500 0.073 11/16 27/32 2 1/2 x 2 31332 5 40 1.128 1 7/8 1 1/2 3/4 x 1/2 31696 50 500 0.086 7/8 7/8 3 x 2 1/2 31340 3 24 1.598 2 3/32 1 3/4 3/4 x 5/8 31694 25 250 0.113 1 1/16 1 5/32 '*3 x 2 35242 - 20 2.753 - - 1 x 3/4 31710 25 250 0.170 1 9/64 1 1/4 4 x 3 31354 1 8 3.313 2 11/16 2 1 1/2 x 1 31734 5 50 0.350 1 13/32 1 11/16 *5 x 4 31362 1 6 6.542 3 13/32 2 17/32 1 1/2 x 1 1/4 31732 5 50 0.480 2 2 1/4 `6 x 4 31370 1 6 8.091 3 7/8 2 17/32 2 x 1 1/2 31742 5 40 0.754 2 3/16 2 5/16 10 Elkhart Products Corporation "CastBronze0nly 'Factory0ption-consuNfactoryforpriceanddeliveryinformation. Wrot & Cast Pressure Fittings � Tees WROT CAST WROT CAST 111 Tee 4711 111 Tee-cont. 4711 Copperto Copperto Copper Copperto Copperto Copper Nominal Size Part Box Master Approx. Dim. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B C � 1/2 x 3/8 x 1/2 32716 50 500 0.063 3/8 17/32 11/32 w � 1/2 x 3/8 x 3/8 32718 50 500 0.064 5/16 1/2 13/32 -- C ! ' �, + 1/2 x 1/4 x 1/2 32724 50 500 0.063 3/8 21/32 11/32 �� 1/2 x 1/4 x 1/4 32728 50 500 0.064 9/32 5/8 13/32 5/8 x 5/8 x 3/4 32736 25 250 0.170 11/16 11/16 17/32 C X C X C _A--B- 5/8 x 5/8 x 1/2 32738 25 250 0.107 27/64 27/64 1/2 5/8 x 5/8 x 3/8 32740 25 250 0.107 27/64 27/64 21/32 Nominal Size Part BOX Master Approx. Dim. Dim. Dim. 5is X sis X iia 32742 25 250 0.107 27/64 27/64 23/32 In Inches Number Quantity Pack Net Wt. A g � 5ie x v2 x v2 32748 25 2so 0.10� 27/64 sia 1i2 3/4 x 3/4 x 1 32770 10 100 0.202 3/4 3/4 17/32 1/8 32606 50 1000 0.016 13/64 13/64 7/32 `3/4 x 3/4 x 5/8 32772 25 250 0.153 1/2 1/2 3/4 3/16 OD 32602 50 1000 0.009 3/16 3/16 3/16 3/4 x 3/4 x 1/2 32774 25 250 0.112 25/64 25/64 19/32 5/16 OD 32622 50 1000 0.020 7/32 7/32 9/32 3/4 x 3/4 x 3/8 32776 25 250 0.130 25/64 25/64 11/16 1/4 32640 50 1000 0.028 17/64 17/64 1/4 3/4 x 3/4 x 1/4 32778 25 250 0.135 25/64 25/64 3/4 3/8 32668 50 500 0.045 5/16 5/16 3/8 `3/4 x 5/8 x 5/8 32786 25 250 0.150 1/2 11/16 3/4 1/2 32700 50 500 0.059 21/64 21/64 11/32 3/4 x 1/2 x 3/4 32790 25 250 0.144 1/2 25/32 17/32 5/8 32732 25 250 0.110 7/16 7/16 1/2 3/4 x 1/2 x 1/2 32794 25 250 0.109 25/64 5/8 19/32 3/4 32768 25 250 0.144 1/2 1/2 17/32 *3/4 x 1/2 x 3/8 32796 25 250 0.137 25/64 5/8 11/16 1 32818 10 100 0.239 41/64 41/64 19/32 3/4 x 1/2 x 1/4 32798 25 250 0.140 25/64 5/8 3/4 1 1/4 32866 5 50 0.397 41/64 41/64 41/64 `3/4 x 3/8 x 3/4 32802 25 250 0.159 1/2 29/32 17/32 1 1/2 32910 5 50 0.540 13/16 13/16 13/16 `3/4 x 3/8 x 3/8 32806 25 250 0.132 25/64 23/32 11/16 2 32970 5 40 1.082 1 1/16 1 1/16 1 15/64 1 x 1 x 1 1/2 32820 5 50 0.680 1 1/4 1 1/4 1 5/32 2 1/2 33030 1 10 1.967 1 21/32 1 21/32 1 11/16 1 x 1 x 1 1/4 32822 5 50 0.405 1 5/32 1 5/32 31/32 3 33124 1 10 2.632 1 7/8 1 7/8 1 11/16 1 x 1 x 3/4 32824 10 100 0.220 1/2 1/2 5/8 3 1/2 33250 1 8 4.167 2 5/32 2 5/32 2 1/4 '1 x 1 x 5/8 32826 10 100 0.319 1/2 1/2 15/16 4 33258 1 8 5.210 2 13/32 2 13/32 2 9/16 1 x 1 x 1/2 32828 10 100 0.183 23/64 23/64 11/16 *5 33400 1 1 7.998 2 37/64 2 37/64 2 29/32 1 x 1 x 3/8 32830 10 100 0.183 23/64 23/64 13/16 '6 33420 1 1 12.613 3 1/8 3 1/8 3 11/16 1 x 3/4 x 1 32836 10 100 0.290 21/32 53/64 21/32 '8 33454 1 1 32.086 4 1/16 4 1/16 4 3/4 1 x 3/4 x 3/4 32838 10 100 0.220 1/2 11/16 5/8 1/4 x 1/4 x 1/8 OD 32614 50 1000 0.016 5/16 5/16 7/32 1 x 3/4 x 1/2 32842 10 100 0.183 23/64 9/16 11/16 1/4 x 1/4 x 1/4 OD 33492 50 1000 0.016 13/64 13/64 7/32 '1 x 3/4 x 3/S 32844 10 100 0.270 23/64 9/16 13/16 1/4 x 1/4 x 5/16 OD 32608 50 1000 0.020 17/64 17/64 9/32 1 x 1/2 x 1 32856 10 100 0.290 21/32 5/64 21/32 5/16 x 5/16 x 1/4 OD 32626 50 1000 0.020 7/32 7/32 11/32 1 x 1/2 x 3/4 32858 10 100 0.220 1/2 15/16 5/8 5/16 x 1/4 x 5/16 OD 32628 50 1000 0.020 7/32 11/32 9/32 1 x 1/2 x 1/2 32860 10 100 0.185 23/64 13/16 11/16 5/16 x 1/4 x 1/4 0 D 32630 50 1000 0.020 7/32 11/32 11/32 1 1/4 x 1 1/4 x 2 32868 5 40 1.352 1 3/4 1 3/4 1 3/8 *3/8 x 3/8 x 3/16 OD 32650 50 1000 0.028 17/64 17/64 7/16 1 1/4 x 1 1/4 x 1 1/2 32870 5 50 0.680 1 3/16 1 3/16 1 5/32 3/8 x 1/4 x 5/16 OD 32658 50 1000 0.028 17/64 13/32 11/32 1 1/4 x 1 1/4 x 1 32872 5 50 0.348 17/32 17/32 25/32 1/8 x 1/8 x 1/4 32610 50 1000 0.028 13/32 13/32 1/4 1 1/4 x 1 1/4 x 3/4 32874 5 50 0.314 7/16 7/16 3/4 1/4 x 1/4 x 1/2 32642 50 500 0.063 21/32 21/32 11/32 1 1/4 x 1 1/4 x 1/2 32876 5 50 0.259 19/64 19/64 11/16 1/4 x 1/4 x 3/8 32644 50 500 0.045 15/32 15/32 3/8 1 1/4 x 1 x 1 1/4 32882 5 50 0.405 7/8 7/8 25/32 1/4 x 1/4 x 1/8 32648 50 1000 0.028 17/64 17/64 13/32 1 1/4 x 1 x 1 32884 5 50 0.391 3/4 3/4 25/32 1/4 x 1/8 x 1/4 32656 50 1000 0.028 17/64 13/32 1/4 1 1/4 x 1 x 3/4 32886 5 50 0.297 5/8 5/8 25/32 1/4 x 1/8 x 1/8 32664 50 1000 0.028 17/64 13/32 13/32 1 1/4 x 1 x 1/2 32888 5 50 0.267 1/2 1/2 25/32 3/8 x 3/8 x 1/2 32672 50 500 0.063 17/32 17/32 11/32 1 1/4 x 3/4 x 1 1/4 32894 5 50 0.405 7/8 7/8 25/32 3/8 x 3/8 x 1/4 32674 50 500 0.045 5/16 5/16 15/32 1 1/4 x 3/4 x 1 32896 5 50 0.391 3/4 3/4 25/32 3/8 x 3/8 x 1/8 32678 50 500 0.045 5/16 5/16 39/64 1 1/4 x 3/4 x 3/4 32898 5 50 0.297 5/8 5/8 25/32 3/8 x 1/4 x 3/8 32684 50 500 0.045 5/16 15/32 3/8 1 1/4 x 3/4 x 1/2 32900 5 50 0.267 1/2 1/2 25/32 3/8 x 1/4 x 1/4 32686 50 500 0.045 5/16 15/32 15/32 1 1/4 x 1/2 x 1 1/4 32904 5 50 0.405 7/8 7/8 25/32 '3/8 x 1/4 x 1/8 32688 50 500 0.045 5/16 15/32 5/8 "'1 1/4 x 1/2 x 1 36780 12 72 0.470 - - - 3/8 x 1/8 x 3/8 32694 50 500 0.045 5/16 9/16 3/8 *`1 1/2 x 1/2 x 1/2 36783 5 50 0.500 - - - 1/2 x 1/2 x 1 32702 10 100 0.290 15/16 15/16 3/4 1 1/2 x 1 1/2 x 2 32912 5 50 1.352 1 37/64 1 37/64 1 3/8 1/2 x 1/2 x 3/4 32704 25 250 0.118 33/64 33/64 15/32 1 1/2 x 1 1/2 x 1 1/4 32914 5 50 0.457 11/16 11/16 13/16 1/2 x 1/2 x 5/8 32706 50 500 0.110 21/32 21/32 1/2 1 1/2 x 1 1/2 x 1 32916 5 50 0.376 9/16 9/16 13/16 1/2 x 1/2 x 3/8 32708 50 500 0.064 5/16 5/16 13/32 1 1/2 x 1 1/2 x 3/4 32918 5 50 0.332 7/16 7/16 13/16 1/2 x 1/2 x 1/4 32710 50 500 0.064 9/32 9/32 13/32 1 1/2 x 1 1/2 x 1/2 32920 5 50 0.296 21/64 21/64 29/32 1/2 x 1/2 x 1/8 32712 50 500 0.064 9/32 9/32 1/2 1 1/2 x 1 1/4 x 1 1/2 32924 5 50 0.680 1 7/32 1 3/16 1 7/32 "Cast Bronze Only *Factory Option-consuR factory for price and delivery information. ElkhaCt PrOCIUCtS COrpOratlOn 11 � Wrot & Cast Pressure Fittings Tees WROT CAST WROT CAST 111 Tee-cont. 4711 111 Tee-cont. 4711 Copperto Copperto Copper Copperto Capperto Copper Nominal Size Part Box Master Approx. Dim. Dim. Dim. Nominal Size Part Box Master Approx. Dim. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B C In Inches Number Quantity Pack Net Wt. A B C 1 1/2 x 1 1/4 x 1 1/4 32926 5 50 0.661 31/32 1 3/16 1 1/16 2 1/2 x 1 1/2 x 1 1/2 33066 1 10 1.460 1 3/16 2 19/64 1 19/32 1 1/2 x 1 1/4 x 1 32928 5 50 0.591 27/32 1 3/16 1 1/16 2 1/2 x 1 1/2 x 1 1/4 33068 1 10 1.341 1 2 3/16 1 39/64 1 1/2 x 1 1/4 x 3/4 32930 5 50 0.583 11/16 7/8 31/32 2 1/2 x 1 1/4 x 2 1/2 33076 1 10 1.961 1 21/32 2 31/32 1 11/16 1 1/2 x 1 1/4 x 1/2 32932 5 50 0.460 9/16 13/16 31/32 2 1/2 x 1 1/4 x 2 33078 1 10 1.673 1 7/16 2 45/64 1 11/16 1 1/2 x 1 x 1 1/2 32936 5 50 0.680 1 5/32 1 1/4 1 5/32 2 1/2 x 1 x 2 1/2 33092 1 10 1.961 1 21/32 3 7/32 1 11/16 1 1/2 x 1 x 1 1/4 32938 5 50 0.661 31/32 1 5/16 1 1/16 2 1/2 x 3/4 x 2 1/2 33108 1 10 1.961 1 21/32 3 7/16 1 11/16 1 1/2 x 1 x 1 32940 5 50 0.591 27/32 1 1/8 1 1/16 "2 1/2 x 1/2 x 2 1/2 36916 10 20 2.460 - - - 1 1/2 x 1 x 3/4 32942 5 50 0.583 t i/16 1 31/32 3 x 3 x 4 33126 1 8 6.396 3 21/32 3 21/32 2 9/16 1 1/2 x 1 x 1/2 32944 5 50 0.460 9/16 13/16 31/32 3 x 3 x 2 1/2 33128 1 10 2.351 1 11/16 1 11/16 1 31/32 1 1/2 x 3/4 x 1 1/2 32948 5 50 0.680 1 5/32 1 19/64 1 5/32 3 x 3 x 2 33130 1 10 2.270 1 7/16 1 7/16 1 31/32 1 1/2 x 3/4 x 1 1/4 32950 5 50 0.661 31/32 1 1/4 1 1/16 3 x 3 x 1 1/2 33132 1 10 2.024 1 3/16 1 3/16 1 29/32 1 1/2 x 3/4 x 1 32952 5 50 0.591 27/32 1 5/16 1 1/16 3 x 3 x 1 1/4 33134 1 10 1.939 31/32 31/32 1 59/64 1 1/2 x 3/4 x 3/4 32954 5 50 0.583 11/64 1 1/32 31/32 3 x 3 x 1 33136 1 10 1.757 7/8 7/8 1 59/64 1 1/2 x 3/4 x 1/2 32956 5 50 0.460 9/16 15/16 31/32 3 x 3 x 3/4 33138 1 10 1.691 3/4 3/4 1 13/16 1 1/2 x 1/2 x 1 1/2 32960 5 50 0.680 1 5/32 1 31/64 1 5/32 3 x 3 x 1/2 33140 1 10 1.542 9/16 9/16 1 11/16 **1 1/2 x 1/2 x 1 1/4 36814 5 50 0.750 - - 3 x 2 1/2 x 3 33144 1 10 2.744 1 7/8 2 5/8 1 7/8 **2 x 2 x 3 36825 - 8 3.110 - - - 3 x 2 1/2 x 2 1/2 33146 1 10 2.351 1 11/16 2 13/32 1 31/32 2 x 2 x 2 1/2 32972 1 10 1.961 2 2 1 11/16 3 x 2 1/2 x 2 33148 1 10 2.270 1 7/16 2 1/8 1 31/32 2 x 2 x 1 1/2 32974 5 40 0.893 3/4 3/4 1 3/32 3 x 2 1/2 x 1 1/2 33150 1 10 2.024 1 3/16 1 7/8 1 29/32 2 x 2 x 1 1/4 32976 5 40 0.742 11/16 11/16 1 1/8 3 x 2 1/2 x 1 1/4 33152 1 10 1.939 31/32 1 3/4 1 59/64 2 x 2 x 1 32978 5 40 0.673 1/2 1/2 1 3/32 3 x 2 1/2 x 1 33154 1 10 1757 7/8 1 5/8 1 59/64 2 x 2 x 3/4 32980 5 40 0.624 7/16 7/16 1 5/32 3 x 2 1/2 x 3/4 33156 1 10 1.691 3/4 1 17/32 1 13/16 2 x 2 x 1/2 32982 5 40 0.551 5/16 5/16 1 1/8 3 x 2 x 3 33162 1 10 2.744 1 7/8 3 1/16 1 7/8 2 x 1 1/2 x 2 32984 5 40 1.352 1 3/8 1 37/64 1 3/8 3 x 2 x 2 1/2 33164 1 10 2.351 1 11/16 2 23/32 1 31/32 2 x 1 1/2 x 1 1/2 32986 5 40 1.097 1 1/32 1 19/64 1 11/32 3 x 2 x 2 33166 1 10 2.270 1 7/16 2 9/16 1 31/32 2 x 1 1/2 x 1 1/4 32988 5 40 1.013 31/32 1 3/16 1 3/8 3 x 2 x 1 1/2 33168 1 10 2.024 1 3/16 2 5/16 1 29/32 2 x 1 1/2 x 1 32990 5 40 1.023 13/16 1 1/16 1 5/16 `3 x 2 x 1 1/4 33170 1 10 1.939 31/32 2 3/16 1 59/64 2 x 1 1/2 x 3/4 32992 5 40 0.960 11/16 1 1/16 1 1/4 `3 x 2 x 1 33172 1 10 1.757 7/8 2 1 59/64 2 x 1 1/2 x 1/2 32994 5 40 0.850 5/8 15/16 1 1/4 3 x 1 1/2 x 3 33180 1 10 2.744 1 7/8 3 9/16 1 7/8 2 x 1 1/4 x 2 32998 5 40 1.352 1 3/8 1 25/32 1 3/8 `3 x 1 1/2 x 2 1/2 33182 1 10 2.351 1 11/16 3 5/16 1 31/32 2 x 1 1/4 x 1 1/2 33000 5 40 1.097 1 1/32 1 3/8 1 11/32 '3 x 1 1/2 x 2 33184 1 10 2270 1 7/16 3 1/8 1 31/32 2 x 1 1/4 x 1 1/4 33002 5 40 1.013 31/32 1 3/16 1 3/8 3 x 1 1/2 x 1 1/2 33186 1 10 2.024 1 3/16 2 25/32 1 29/32 2 x 1 1/4 x 1 33004 5 40 1.023 13/16 1 9/32 1 5/16 '3 x 1 1/4 x 3 33196 1 10 2.744 1 7/8 3 23/32 1 7/8 2 x 1 1/4 x 3/4 33006 5 40 0.960 11/16 1 5/32 1 1/4 3 x 1 x 3 33214 1 10 2.744 1 7/8 3 29/32 1 7/8 2 x 1 1/4 x 1/2 33008 5 40 0.850 5/8 1 5/64 1 1/4 3 x 3/4 x 3 33232 1 10 2J44 1 7/8 4 1/32 1 7/8 2 x 1 x 2 33012 5 40 1.352 1 3/8 1 25/32 1 3/8 4 x 4 x 3 33262 1 8 5.714 2 1/32 2 1/32 2 1/2 *'2 x 1 x 1 1/2 36852 - 25 1.150 - - - 4 x 4 x 2 1/2 33264 1 8 5.361 1 25/32 1 25/32 2 19/32 2 x 1 x 1 33016 5 40 1.023 27/32 1 9/32 1 11/32 4 x 4 x 2 33266 1 8 4.880 1 1/2 1 1/2 2 7/16 2 x 3/4 x 2 33020 5 40 1.352 1 3/8 1 3/4 1 3/8 4 x 4 x 1 1/2 33268 1 8 4.985 1 3/16 1 3/16 2 9/16 2 x 3/4 x 3/4 36862 - 50 0.890 - - - 4 x 4 x 1 1/4 33270 1 8 4.715 1 3/32 1 3/32 2 1/2 2 x 1/2 x 2 33024 5 40 1.352 1 3/8 1 7/8 1 3/8 4 x 4 x 1 33272 1 8 4.502 15/16 15/16 2 5/16 2 1/2 x 2 1/2 x 3 33032 1 10 2.744 2 5/8 2 5/8 1 7/8 4 x 4 x 3/4 33274 1 16 2.393 13/32 13/32 2 5/16 2 1/2 x 2 1/2 x 2 33034 1 10 1.673 1 7/16 1 7/16 1 11/16 4 x 4 x 1/2 33276 1 16 2.296 1/2 1/2 2 5/16 2 1/2 x 2 1/2 x 1 1/2 33036 1 10 1.460 1 3/16 1 3/16 1 19/32 4 x 3 x 4 33280 1 8 6.396 2 13/32 3 21/32 2 35/64 2 1/2 x 2 1/2 x 1 1/4 33038 1 10 1.341 1 1 1 39/64 4 x 3 x 3 33282 1 8 5.714 2 1/32 3 1/32 2 1/2 2 1/2 x 2 1/2 x 1 33040 1 10 1.356 7/8 7/8 1 5/S 4 x 3 x 2 1/2 33284 1 8 5.361 1 25/32 2 29/32 2 19/32 2 1/2 x 2 1/2 x 3/4 33042 1 10 1.258 3/4 3/4 1 31/64 4 x 3 x 2 33286 1 8 4.880 1 1/2 2 23/32 2 7/16 2 1/2 x 2 1/2 x 1/2 33044 1 10 1.081 1/2 1/2 1 1/2 4 x 2 1/2 x 4 33300 1 8 6.396 2 13/32 4 1/16 2 35/64 2 1/2 x 2 x 2 1/2 33046 1 10 1.961 1 21/32 2 1 11/16 4 x 2 1/2 x 2 1/2 33304 1 8 5.361 1 25/32 3 5/16 2 19/32 2 1/2 x 2 x 2 33048 1 10 1.673 1 7/16 2 3/64 1 11/16 4 x 2 x 4 33320 1 8 6.396 2 13/32 4 1/2 2 35/64 2 1/2 x 2 x 1 1/2 33050 1 10 1.460 1 3/16 1 3/4 1 19/32 4 x 2 x 2 33326 1 8 4.880 1 1/2 3 17/32 2 7/16 2 1/2 x 2 x 1 1/4 33052 1 10 1.341 1 1 11/16 1 39/64 4 x 1 1/2 x 4 33340 1 8 6.396 2 13/32 4 29/32 2 35/64 2 1/2 x 2 x 1 33054 1 10 1.356 7/8 1 9/16 1 5/8 4 x 1 x 4 33380 1 8 6.396 2 13/32 5 9/32 2 25/64 2 1/2 x 2 x 3/4 33056 1 10 1.258 3/4 1 3/8 1 31/64 `5 x 5 x 4 33404 1 6 6.950 2 7/64 2 7/64 2 15/16 2 1/2 x 2 x 1/2 33058 1 10 1.081 1/2 1 11/32 1 1/2 '5 x 5 x 3 33406 1 6 5.604 1 9/16 1 9/16 2 15/16 2 1/2 x 1 1/2 x 2 1/2 33062 1 10 1.961 1 21/32 2 21/32 1 11/16 "5 x 5 x 2 1/2 33408 1 6 5.511 1 13/32 1 13/32 2 15/16 2 1/2 x 1 1/2 x 2 33064 1 10 1.673 1 7/16 2 15/32 1 11/16 `5 x 5 x 2 33410 1 6 4.824 1 5/64 1 5/64 2 7/8 1'2 Elkhart Products Corporation **Cast Bronze on�y `Factory Option-consult factory for price and delivery Wrot & Cast Pressure Fittings . Tees & Plugs WROT CAST WROT CAST 111 Tee-cont. 4711 Baseboard Tee 4714-B Copper to Copper to Copper Copper to Female N.P.T.to Copper Nominal Size Part Box Master Approx. Dim. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B C '5 x 5 x 1 1/2 33412 1 6 4.479 27/32 27/32 2 7/8 '5 x 5 x 1 1/4 33414 1 6 4.276 3/4 3/4 2 7/8 '5 x 5 x 1 33416 1 6 4.050 21/32 21/32 2 7/8 C "5 x 5 x 3/4 33418 1 6 3.841 5/8 5/8 2 7/8 I� '5 x 4 x 5 33398 1 1 10.087 2 37/64 4 1/8 29/32 '5 x 4 x 4 33399 1 1 8.101 2 1/8 3 29/64 2 15/16 C X F X C A B '6 x 6 x 5 33424 1 1 11.580 2 45/64 2 45/64 3 7/16 '6 x 6 x 4 33426 1 1 10.132 2 13/64 2 13/64 3 7/16 *6 x 6 x 3 33428 1 1 8.093 1 11/16 1 11/16 3 7/16 Nominal Size P81� BOX Master Approx. Dim. Dim. Dim. '6 x 6 x 2 1/2 33430 1 1 7.663 1 7/16 1 7/16 3 7/16 In Inches Number Quantity Pack Net Wt. A B � *6 x 6 x 2 33432 1 1 7.132 1 17/32 1 17/32 3 7/16 '6 x 6 x 1 1/2 33434 1 6 6.716 15/16 15/16 3 7/16 **1/2 x 1/8 x 1/2 37852 40 320 0.110 - - - '6 x 6 x 1 1/4 33436 1 6 6.454 13/16 13/16 3 7/16 "1/2 x 1/8 x 3/4 37850 20 160 0.170 - - - '6 x 6 x 1 33438 1 6 6.168 11/16 11/16 3 7/16 **3/4 x 1/8 x 3/4 37855 35 210 0.186 - - - '6 x 6 x 3/4 33440 1 6 5.885 5/8 5/8 3 7/16 **1 x 1/8 x 1 37857 15 90 0.300 - - - '6 x 6 x 1/2 33441 1 6 5.668 11/32 11/32 3 11/32 "1 1/4 x 1/8 x 1 1/4 37858 - 45 0.501 - - - '6 x 4 x 6 33443 1 1 13.252 3 1/8 4 23/32 3 11/16 *6 x 4 x 4 33446 1 1 10.103 2 13/64 4 3/16 3 7/16 '8 x 8 x 6 33456 1 1 26.140 3 1/16 3 1/16 4 1/2 WROT CAST '8x8x5 33458 1 1 23.380 29/16 29/16 41/2 116 Fitting End Plug *8 x 8 x 4 33460 1 1 20.706 2 1/16 2 1/16 4 9/16 '8 x 8 x 3 33462 1 1 18.308 1 1/2 1 1/2 4 1/2 For Fltting *8 x 8 x 2 1/2 33464 1 1 17.650 1 23/64 1 23/64 4 9/16 *8 x 8 x 2 33466 1 1 17.199 1 1/16 1 1/16 4 1/2 �„r. - '8 x 6 x 6 33468 1 1 25.984 3 1/16 4 1/2 4 1/2 WROT CAST �' ' 111-2 Street Tee ` � Copper to Fitting to Capper �I I�A � + Nominal Size Part Box Master Approx. Dim. - � In Inches Number Quantity Pack Net Wt. A - -- - -� *3/S 32020 50 1000 0.010 1/16 1/2 32022 100 1000 0.016 3/32 ' A '-B-� 3/4 32026 50 500 0.036 1/8 C x FTG.x C 1 32028 25 250 0.059 5/32 Nominal Size Part Box Master Approx. Dim. Dim. Dim. In Inches Number Quantity Pack Net Wt. A B C 1/2 33506 50 500 0.069 3/8 11/32 3/8 3/4 33508 25 250 0.147 1/2 17/16 15/32 "Cast Bronze Only 'Factory Option-consutt factory for price and deiivery information. EII(NBrt PrOCIUCtS COCpOI'1tIO11 13 � Wrot & Cast Pressure Fittings Caps & Reducers WROT CAST WROT CAST 117 Tube Cap 4717 118 Fitting Reducer-cont. For Tube End Fitting to Copper Nominal Size Part Box Master Approx. Dim. In Inches Number Quantity Pack Net Wt. A �- A 3/4 x 3/8 32066 50 500 0.037 1 1/16 3/4 x 1/4 32068 50 500 0.049 1 1/8 � 1 x 3/4 32072 25 250 0.092 1 3/16 F,�iF y - - 1 x 5/8 32074 25 250 0.089 1 7/32 �� , 1 x 1/2 32076 25 250 0.095 1 9/32 1 x 3/8 32078 25 250 0.088 1 3/8 1 1/4 x 1 32082 10 100 0.150 1 1/4 ` - - 1 1/4 x 3/4 32084 10 100 0.118 1 11/32 Nominal Size Part BOX Master Approx. Dim. 1 1i4 x ii2 32086 10 100 0.169 1 15/32 In Inches Number Quantity Pack Net Wt. A 1 1�2 x 1 1/4 32090 10 100 0.206 1 19/64 1 1/2 x 1 32092 10 100 0.203 1 17/32 1/8 30620 50 1000 0.003 1/32 1 1/2 x 3/4 32094 10 100 0.200 1 11/16 1/4 30622 50 1000 0.005 1/16 1 1/2 x 1/2 32096 10 100 0.207 1 7/8 3/8 30624 50 1000 0.010 3/32 2 x 1 1/2 32102 10 100 0.374 1 11/16 1/2 30626 100 1000 0.016 5/64 2 x 1 1/4 32104 10 100 0.360 1 15/16 5/8 30628 25 500 0.030 1/8 2 x 1 32106 10 100 0.357 2 1/8 3/4 30630 50 500 0.036 5/64 2 x 3/4 32108 10 100 0.403 2 11/32 1 30632 50 500 0.059 1/8 2 x 1/2 32110 10 100 0.426 2 7/16 1 1/4 30634 25 250 0.108 5/32 2 1/2 x 2 32114 5 50 0.643 1 15/16 1 1/2 30636 20 200 0.159 5/32 2 1/2 x 1 1/2 32116 5 50 0.666 2 1/4 2 30638 10 100 0284 5/32 2 1!2 x 1 1/4 32118 5 50 0.628 2 5/16 2 1/2 30640 5 50 0.469 5/32 2 1/2 x 1 32120 5 50 0.655 2 17/32 3 30642 5 50 0.713 3/16 3 x 2 1/2 32126 2 20 0.893 2 3/32 3 1/2 30644 1 10 0.970 3/16 3 x 2 32128 2 20 0.948 2 33/64 4 30646 1 10 1.384 7/32 3 x 1 1/2 32130 2 20 1.027 2 11/16 "5 34647 - 5 5.484 - 3 x 1 1/4 32132 2 20 1.029 2 25/32 "6 34648 - 5 9.670 - 3 1/2 x 3 32136 1 10 1.336 2 1/4 3 1/2 x 2 1/2 32138 1 10 1.344 2 7/16 3 1/2 x 2 32140 1 10 1.380 2 51/64 4 x 3 1/2 32144 2 32 1.850 2 23/32 WROT CAST 4 x 3 32146 2 32 1.860 2 15/16 Q 4 x 2 1/2 32148 2 32 1.929 3 7/32 1��7 F i tt i n g R e d u c e r 4 x 2 32150 2 32 2.003 3 17/32 Fitting to Copper 5 x 4 32154 1 6 3.240 3 11/32 5 x 3 32156 1 6 3.168 3 13/16 5 x 2 1/2 32158 1 6 3.084 4 9/64 �q� 5 x 2 32160 1 6 2.901 4 7/16 6 x 5 32164 1 6 4.642 3 7/8 , E r� 6 x 4 32166 1 6 4.556 4 3/8 6 x 3 32168 1 6 4.388 4 23/32 6 x 2 1/2 32170 1 6 4.304 5 1/32 FTG.X C 6 x 2 32172 1 6 4.517 5 7/32 S x 6 32176 1 1 10.643 5 7/32 Nominal Size Part Box Master Approx. Dim. $x 5 szi�s 1 i 11.379 5 23/32 In Inches Number Quantity Pack Net Wt. A S x 4 32180 1 1 11.244 6 3/32 S x 3 32182 1 1 12.291 6 19/32 1/4 OD x 1/8 OD 32040 50 1000 0.004 33/64 1/4 x 1/8 32042 50 1000 0.007 1/2 3/8 x 1/4 32044 50 1000 0.014 17/32 3/8 x 1/8 32046 50 1000 0.016 5/8 1/2 x 3/8 32048 50 1000 0.025 23/32 1/2 x 1/4 32050 50 1000 0.022 47/64 5/8 x 1/2 32054 25 500 0.033 25/32 5/S x 3/8 32056 25 500 0.029 29/32 5/8 x 1/4 32058 25 500 0.038 15/16 3/4 x 5/8 32062 50 500 0.052 15/16 3/4 x 1/2 32064 50 500 0.058 1 14 Elkhart Products Corporation "Cast sronze on�y `Factory Option-consuli factory for price and delivery information. 1 � 1 � I 1 � 1 � � _,:�,s,;.y,�'��:,x�;�a�;_ `" --�__ . �_. �, �� _�� — - y.l.� _ ..'� � ' ... .. . ' _ x��. .�../,. `�11. . �� . �^�� A 1�'e .: � �) •�..�.�, ',A . � �^/' . - ._��Sj . 1 R�'� . . ' _ � ' .',�r.��' � { ' } H� '�+ � f.t �f - -__ - ' ..:�1��4 r :'�y+�S�C` .^'"�_1��" ', ti',.. , F,5 . 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Ductile Iron Threaded Fittings Specifications • SGI branded fittings are UL Listed and FM Approved at 500 psi • Rated to 300 psi WSP C �L us • Ductile iron castings conform to ASTM A536 LISTED • Fitting dimensions conform to ASME B16.3 • Bushings and plugs conform to ASME B16.14 FM • All fittings are 100% air tested APPROVED • NPT threads on all fittings conform to ASME B1.20.1 • Independent lab verification that fittings meet applicable chemical &mechanical properties • Manufacturing facilities are ISO 9001:2008 and ISO 14001 �' • ProPakTM Packaging � Temperature Working Pressure, Non-Shock psig Degrees F Class 300 Threaded Fittings � -20 to 100 500 ,'"_,�� I �� 150 500 �7� , �- 200 480 _ ' ,M..,��,�. �i 250 � 460 � ��; . S�;'� �,. � 300 440 �i ��ry � 350 420 ��`��'!�"; �� v ., '' � �; .�:�:�, -� , n , �* .,: 400 400 ��a.80 9.,::: ,� �.,�, - , 450 � 380 � r nu �� ,�,,� �_IOpE�q� i ��,;e�"r'�+ �� 500 360 s�,. �,.,��. � 550 '�■� 340 �� '�� n�f�� :_'` ''. 600 320 j�� 650 300 SCI ProPakT"�Systent �`�I.,� � � ' � - • � • � � "- � .x �'-�� 'P:C� C UL US FM APPHOVED A F�g. 35E 3-90°Elbow LISTED Size part Number A Packin Weight in in Inner Master ib _ ___� 1/2 35E 3004 1.13 100 200 0.2 i 3/4 35E 3006 1.31 70 140 0.3 ,.,.-�. � A 1 35E 3010 1.50 40 80 0.5 � � 1-1/4 35E 3012 1.75 25 50 0.8 i 1-1/2 35E 3014 1.94 18 36 1 1 2 35E 3020 2.25 10 20 1.8 2-1/2 35E 3024 2.70 4 8 3.2 F�g. 35RE3-90°Reduc�ng Elbow B Size A B Packin Weight <--> �� Part Number in in Inner Master Ib 3/4 x 1/2 35RE3006004 1.20 1.22 80 160 0.3 - ---� 1 x 1/2 35RE3010004 1.26 1.36 70 140 0.4 i A 1 x 3/4 35RE3010006 1.38 1.45 50 100 0.4 i 1-1/4 x 1/2 35RE3012004 1.34 1.53 35 70 0.5 1-1/4 x 3/4 35RE3012006 1.45 1.63 35 70 0.6 1-1/4 x 1 35RE3012010 1.58 1.67 30 60 0.7 1-1/2 x 1/2 35R E3014004 1.52 1 75 30 60 0.6 1-1/2 x 3/4 35RE3014006 1.52 1.75 25 50 0.7 1-1/2 x 1 35RE3014010 1.65 1.80 20 40 0.8 1-1/2 x 1-1/4 35RE3014012 1.82 1.88 18 36 1.0 2 x 1/2 35RE3020004 1.60 1.97 18 36 1.0 2 x 3/4 35RE3020006 1.60 1.97 18 36 1.0 2 x 1 35RE3020010 1.73 2.02 16 32 1.2 2 x 1-1/4 35RE3020012 1.90 2.10 12 24 1.3 2 x 1-1/2 35RE3020014 2.02 2.16 10 20 1.5 2-1/2 x 1-1/2 35RE3024014 2.16 2.51 6 12 2.2 2-1/2 x 2 35RE3024020 2.39 2.60 6 12 2.5 Fig. 35F 3-45°Elbow Size part Number A Packin Weight '`A in in Inner Master ib �, 1/2 35F 3004 0.88 150 300 0.2 3/4 35F 3006 0.98 80 160 0.3 � � 1 35F 3010 1.13 40 80 0.5 i 1-1/4 35F 3012 1.29 25 50 0.7 � �A 1-1/2 35F 3014 1.44 20 40 1.0 2 35F 3020 1.69 10 20 1.6 2-1/2 35F 3024 1.95 4 8 2.7 F�g. 35T 3- Tee Size part Number A Packin Weight in in Inner Master ib � � 1/2 35T 3004 1.13 80 160 0.3 � A 3/4 35T 3006 1.31 30 60 0.5 - --Z-- 1 35T3010 1.50 25 50 0.7 � 1-1/4 35T 3012 1.75 10 20 1.1 A�A 1-1/2 35T 3014 1.94 10 20 1.5 2 35T 3020 2.25 6 12 2.4 2-1/2 35T 3024 2.70 4 8 4.3 201 SA11'I'H-COOPER IN'1'ERNA'I'IONALm • '1'OLL PREE 1-500-766-0076 • I�AX(323)890-445G • www.smithcoopeccom �'`�� : 1 � • . � • � � , I -�� _,�- - '�_��r� p"`.•� C �L US FM Flg. 35RT3-Reduc�ng Tee LISTED O Size part Number A B � Packin Weight ' in in in in Inner Master Ib i � C 3/4 x 1/2 35RT3006004 1.20 1.20 1.22 60 120 0.4 � 1 x 1/2 35RT3010004 1.26 1.26 1.36 30 60 0.6 i - --�-- - - 1 x 1/2 x 1 35RT3010004010 1.50 1.36 1.50 30 60 0.6 i 1 x 3/4 35RT3010006 1.38 1.38 1.45 25 50 0.6 �.�� 1 x 3/4 x 3/4 35RT3010006006 1.38 1.31 1.45 35 70 0.6 1 I B A 1 x 3/4 x 1 35RT3010006010 1.50 1.45 1.50 25 50 0.7 1-1/4 x 1/2 35RT3012004 1.34 1.34 1.53 20 40 0.8 1-1/4 x 1/2 x 1-114 35RT3012004012 1.75 1.53 1.75 25 50 0.9 1-1/4 x 3/4 35RT3012006 1.45 1.45 1.62 15 30 0.9 1-1/4 x 3/4 x 1-114 35RT3012006012 1.75 1.62 1.75 20 40 1.0 1-1/4 x 1 35RT3012010 1.58 1.58 1.67 15 30 1.0 1-1/4 x 1 x 1/2 35RT3012010004 1.34 1.26 1.53 25 50 0.7 1-1/4 x 1 x 3/4 35RT3012010006 1.45 1.38 1.63 20 40 0.8 1-1/4 x 1 x 1 35RT3012010010 1.58 1.50 1.69 20 40 0.9 1-1/4 x 1 x 1-1/4 35RT3012010012 1,75 1.69 1.75 15 30 1.0 1-1/2 x 1/2 35RT3014004 1.41 1.41 1.66 16 32 1.0 1-1/2 x 1/2 x 1-1/4 35RT3014004012 1.81 1.56 1.88 24 48 1.1 1-1/2 x 1/2 x 1-1/2 35RT3014004014 1.94 1.66 1.94 12 24 1.2 1-1/2 x 3/4 35RT3014006 1.52 1.52 1.75 16 32 1 1 1-1/2 x 3/4 x 1-1/4 35RT3014006012 1.94 1.66 1.88 20 40 1.1 1-1/2 x 3/4 x 1-1/2 35RT3014006014 1.94 1.75 1.94 18 36 1.2 1-1/2 x 1 35RT3014010 1.65 1.65 1.80 12 24 12 1-1/2 x 1 x 1/2 35RT3014010004 1.44 1.25 1.69 20 40 0.8 1-1/2 x 7 x 3/4 35RT3014010006 1.50 1.44 1.75 16 32 0 9 1-1/2 x 1 x 1 35RT3014010010 1.65 1.50 1.80 i6 32 1.0 1-1/2 x 1 x 1-1/4 35RT3014010012 1.82 1.67 1.88 12 24 1 2 1-1/2 x 1 x 1-1/2 35RT3014010014 1.94 1.80 1.94 12 24 1.3 1-1/2 x 1-1/4 35RT3014012 1.82 1.82 1.88 12 24 1 4 1-1/2 x 1-1/4 x 1/2 35RT3014012004 1.41 1.34 1.66 16 32 0.9 1-1/2 x 1-1/4 x 3I4 35RT3014012006 1.52 1.45 1.75 16 32 1.0 1-1/2 x 1-1/4 x 1 35RT3014012010 1.65 1.58 1.80 16 32 1 1 1-1/2 x 1-1/4 x 1-1/4 35RT3014012012 1.82 1.75 1.88 14 28 1.3 1-1/2 x 1-1/4 x 1-1/2 35RT3014012014 1.94 1.88 1.94 14 28 1.4 2 x 1/2 35RT3020004 1.49 1.49 1.88 10 20 1.5 2 x 3/4 35RT3020006 1.60 1.60 1.97 10 20 1.6 2 x 1 35RT3020010 1.73 1.73 2.02 8 16 1.7 2 x 1 x 2 35RT3020010020 2.25 2.02 2.25 8 16 1.9 2 x 1-1/4 35RT3020012 1.90 1.90 2.10 8 16 1.9 2 x 1-1/4 x 2 35RT3020012020 2.25 2.10 2.25 8 16 2.0 2 x 1-1/2 35RT3020014 2.02 2.02 2.16 8 16 2.1 2 x 1-1/2 x 1/2 35RT3020014004 1.49 1.41 1.88 10 20 1.3 2 x 1-1/2 x 3/4 35RT3020014006 1.60 1.52 1.97 10 20 1.4 2 x 1-1/2 x 1 35RT3020014010 1.73 1.65 2.02 8 16 1.5 2 x 1-1/2 x 1-1/4 35RT3020014012 1.90 1.82 2.10 8 16 1.7 2 x 1-1/2 x 1-1/2 35RT3020014014 2.02 1.94 2.16 8 16 1.8 F�g. 35BT3-Bull Head Tee Size part Number A B C Packin Weight in in in in Inner Master Ib I �C 3/4 x 1 35BT3006010 1.45 1.45 1.37 30 60 0.6 - � - �' 1 x 1-1/4 35BT3010012 1.67 1.67 1.58 20 40 0.9 --,-- 1 x 1-1/2 35BT3010014 1.80 1.80 1.65 15 30 1.0 A B 1-1/4 x 1 x 1-1/2 356T3012010014 1.88 1.80 1.82 15 30 1.2 1-1/4 x 1-1/2 35BT3012014 1.88 1.88 1.82 15 30 1.3 1-1/4 x 2 356T3012020 2.10 2.10 1.90 10 20 1.6 1-1/2 x 1-1/4 x 2 35BT3014012020 2.16 2.10 2.02 10 20 1.8 1-1/2 x 2 35BT3014020 2.16 2.16 2.02 8 16 1.8 202 SA11'I'H-COOP�R 1N'i'ERNAI'IONAL"� • 'I'OLL NREE 1-800-766-0076 • FAX(323j 890-4456 • «��c•w.smithcooper.com ,�r e`. �f �`� � . � 1 1 ' 1 � . � � �_ � _ I�'�!/�.l.ITY�'1'_(' C UL US FM APPROVED A F�g. 35CP3 -Sira�ght Coupling�with Ribs USTED � Size part Number A Packin Weight in in Inner Master Ib _ __ __ _ 1/2 35CP3004 1.38 200 400 0.1 3/4 35CP3006 1.63 100 200 0.2 - 1 35CP3010 175 60 120 0.4 r 1-1/4 35CP3012 2.00 35 70 0.5 1-1/2 35CP3014 2.19 25 50 0.7 2 35CP3020 2.62 15 30 1.2 2-1/2 35CP3024 3.00 9 18 2.2 Fig. 35RC3 -Hex Reduc�ng Coupl�►eg Size part Number A Packin Weighl in in Inner Masier Ib � A 1 x 1/2 35RC3010004 1.69 80 160 0.3 � 1 x 3/4 35RC3010006 1.69 60 120 0.4 � 1-1l4 x 3/4 35RC3012006 2.06 40 80 0.6 2 x 1 (not hex) 35RC3020010 2.81 20 40 1.0 Fig. 35HB3 -Xex Bushing Size part Number A Packin Weighl g in in Inner Masler Ib �� 1 x 1/2 35HB30100Q4 1.06 180 360 0.2 i �q 1 x 3/4 35HB3010006 1.06 180 360 0.1 i 1-1/4 x 1 35HB3012010 1.19 90 180 0.2 ' 1-1l2 x 1 35HB3014010 1,25 75 150 0.4 1-1/2 x 1-1/4 35HB3014012 1.25 75 150 0.3 2 x 1 35HB3020010 1.38 40 80 0.6 2 x 1-1/4 35HB3020012 1.38 40 80 0.6 2 x 1-1/2 35HB3020014 1.38 40 80 0.6 Fig. 35SP3 -Square Head Plug Size part Number A Packin Weight in in Inner Master Ib i � 1!2 35SP3004 0.94 600 1200 0.07 ' � A 3/4 35SP3006 1.12 350 700 0.1 ; 1 35SP3010 1.25 200 400 0.1 ; 1-1/4 35SP3012 1.37 100 200 0.3 1-1/2 35SP3014 1.44 80 160 0.4 2 35SP3020 1.50 45 90 0.6 Fig. 35U 3-Union w�th Brass Seat `J� �� Size part Number A Packin Weighl '� in in Inner Master Ib i� 1 35U 3010 2.19 20 40 1.0 y 1-1/4 35U 3012 2.50 15 30 1.2 " - - - .'..�4�+ i A� __ - 1-1/2 35U 3014 2.62 10 20 1 7 � "' 2 35U 3020 3.12 6 12 2.4 203 Sn1I'I'H-COOPER 1N'I'ERNAI"IONAL� • '1'OLL PREN 1-800-7G6-0076 • PAX(323)890-�k456 • w��•.smithcoopcccom ,�'' ��; � � �..t� j� 1 � • , � • � � - ' ;�f7�fSf,jTli G'd:l,p' . C UL US F M �O Fig. 35X 3-Cruss LISTED �j��' Size A Packin Weight Part Number , in in Inner Master Ib � �A 1 35X 3010 1.50 20 40 0.9 � 1-1/4 35X 3012 1.75 12 24 1.4 - --�--- I A 1-1/2 35X 3014 1.94 8 16 1.8 � 2 35X 3020 2.25 6 12 2.8 f�H Fig. 35RX3-Reducin�► Cross Size part Number A B Packin Weight ' r in in in Inner Master Ib j �A 1-1/4 x 1 35RX3012010 1.67 1.58 15 30 1.2 - -- -1-- �' 1-1/2 x 1 35RX3014010 1.80 1 65 12 24 1.4 � TA 2 x 1 35RX3020010 2.02 1 73 S 16 2.0 J, Ftg. 35C 3- Cap Size part Number A Packin Weight , in in Inner Master Ib i A 1/2 35C 3004 0.87 300 600 0.1 � 3/4 35C 3006 0.97 200 400 0 1 � 1 35C 3010 1.16 110 220 0.2 1-1/4 35C 3012 1.28 70 140 0.4 1-1/2 35C 3014 1.33 50 100 0.5 2 35C 3020 1.45 25 50 0.8 2-1/2 35C 3024 1 70 1 S 36 1.6 Fig. 35BC3-Beam Clamp Size A Packin Weight � in Part Number in Inner Master Ib A 3/8 35BC3003 0.75 100 200 0.3 1/2 35BC3004 0.75 80 160 0.5 204 S�lI"1'H-COOPER IN'1'ERNA"I'IONAL,'� • '1'OLL FRE� 1-800-766-0076 • 1�AX(323)R90-4456 • w��«.smithcooper.com FOR SMALL PIPE VS R'S F PPO�� VANE TYPE WATERFLOW � The Symbol of Protection ALARM SWITCH WITH RETARD UL,ULC,CSFM Listed and NYMEAAccepted,CE Marked Service Pressure: Up to 250 PSI (17,2 BAR) Minimum Flow Rate for Alarm: 8-10 GPM(30-38 LPM) �� _� Maximum Surge: 18 FPS (5,5 m/s) 0�� , Enclosure: Die-cast, red enamel finish �>_-,::�: Cover held in place with tamper resistant screws Contact Ratings: Two sets of SPDT(Form C) '�'�r, � 15.0 Amps at 125/250 VAC - 2.0 Amps at 30 VDC Conduit Entrances: Two knockouts provided for 1/2"conduit. Usage: Listed plastic, copper and schedule 40 iron pipe. � Fits pipe sizes - 1" (25mm), 1 1/4" (32mm), 1 1/2" (38mm) and 2" (50mm) " -._ -' Note: 12 paddles are furnished with each unit, one for each pipe size of threaded and sweat TEE, one for 1" � � °� '�� (25mm) CPVC, one for 1" (25mm) CPVC (Central), �� " one for 1 1/2° (38mm) polybutylene and one for 1 1/2" `� ��:� (38mm) threaded (Japan). � (CTS-Copper tubing size) � � Environmental Specifications: � • Suitable for indoor or outdoor use with factory installed gasket and die-cast housing. • NEMA 4/IP55 rated enclosure-use with appropriate conduit fitting. • Temperature range: 40° F to 120° F,4,5° C to 49° C) Caution: This device is not intended for applications in explosive environments. Service Use: StockNo.1113000 Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D U.S. Pat. No.3921989, Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA-13R Other Patents Pending National Fire Alarm Code NFPA-72 Optional: Cover Tamper Switch Kit, Stock No. 0090018 The Model VSR-SF is a vane type waterflow switch for use on wet Screw the device into the TEE fitting as shown in Fig. 2. Care sprinkler systems that use 1" (25mm), 1 1/4" (32mm), 1 1/2" must be taken to properly orient the device for the direction of (38mm) or 2" (50mm) pipe size. The unit may also be used as waterflow. a sectional waterflow detector on large systems. The vane must not rub the inside of the TEE or bind in any way. The unit contains two single pole double throw snap action The stem should move freely when operated by hand. switches and an adjustable, instantly recycling pneumatic re- The device can also be used in copper or plastic pipe installa- tard.The switches are actuated when a flow of 8-10 gallons per tions with the proper adapters so that the specified TEE fitting minute (30-38 LPM)or more occurs downstream of the device. may be installed on the pipe run. The flow condition must exist for a period of time necessary to overcome the selected retard period. INSPECTION AND TESTING: Check the operation of the unit by opening the inspector's test valve at the end of the sprinkler line INSTALLATION: These devices may be mounted in horizontal or the drain and test connection,if an inspector's test valve is not or vertical pipe. On horizontal pipe they should be installed on provided. the top side of the pipe where they will be accessible. The units should not be installed within 6"(15cm)ofa valve,drain orfitting If there are no provisions for testing the operation of the flow which changes the direction of the waterflow. Select the proper detection device on the system,application ofthe VSR-SF is not paddle for the pipe size and type of TEE used see Fig. 1 for recommended or advisable instructions on changing paddle. The unit has a 1"NPT bushing The frequency of the inspection and testing and its associated forthreading into a non-corrosive TEE. See Fig.2 for properTEE protective monitoring system should be in accordance with the size, type and installation. Use no more than three wraps of applicable NFPA Codes and Standards and/or authority having teflon tape. jurisdiction (manufacturer recommends quarterly or more fre- quently). Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8800003-REV AA PAGE 1 OF 2 MFG.#5400802-11/02 FOR SMALL PIPE VS R�S F PPO�� VANE TYPE WATERFLOW � The Symbol of Protection ALARM SWITCH WITH RETARD FIG. 1 0o NoT LEAVE COVER FIG. 2 OFF FOR E%TENOEO Retard Adjustment: PeR�oo oF r�Me To change time, turn knob �� (either direction) for desired FLOW time delay. Use the minimum 0 � � APPROX. i �i �s (4,3mm) amount of retard necessary to MouNT so �REO)E,NOOM, � prevent false alarms. A "B" ARROw ON BUSHING (BLACK) N.C. setting is usually adequate for POINTS IN DIRECTION OF 0�' — � this. Factory set at"B��. WATERFLOw �'i� �' �, NPT Shownwith optional 1 I �/n THREn�EO Cover Tamper Switch I \ DEPTH / I "'\ FITTING ON ALL SIZES Klf. OIRECTION OF WATER FLOW RUN OF THE � TEE MAY BE _ _ _ _ _ THRE40E0 OR SwEAT TYPE � DiRECTiON oa �� Screw the device into the tee fitting as shown.Care must be taken to wATERFLOw properly orient the device for the direction of waterflow.On sweat tees,no DWG. H737-31 threaded bushings,inserts,or adapters are permitted,unless they comply owc, qeo2-so with the dimensions listed in the chart below. Important: Important-The depth to the inside bottom of the tee should have the There are 12 paddles fur- cnunorv: TO PREVENT LEAKAGE APPLY?EFLON TAPE SEALANT following dimensions: nished with each unit. One for TO MALE THREADS ONLY. DO NOT USE ANY OTHER each size of threaded,sweat or TYPE OF LU6RICANT OR SEALANT, plastic TEE as described Ill APPROXIMATE DEPTH REOUIREMENT TEE SIZE THREADED SWEAT CTS, POLYBUTYLENE CPVC Fig. 2. These paddles have APPRO%, RETARD SETTINGS ��r, sEC.� raised lettering that shows the o n a c D E i" x i° x i" 2 i/is" i s/a° N/A z �/�s" pipe size and type of TEE that � 10-z5 20-40 35-55 50-70 60-90 � ��q" x 1 1�4° x 1° 2 7�16" 2 7/i6" N�A N/A the are to be used with. The � i/z" x i i/z" x i" z i�/is° z i/a' z i/z" N/A y 2" x 2" x1" 3 3/16" 2 3/4" N/A N/A proper paddle must be used. The paddle must be properly DWG_ /�735-33 attached (see drawing) and Warning: Do not use more than three wraps of teflon tape. the screw that holds the pad- dle must be securely tight- ened. SWITCH TERMINAL CONNECTIONS CLAMPING PLATETERMINAL FIG. 3 ��N�o�"'"G CAUTION: An uninsulated section of a single conductor should not be looped around the terminal and serve as two separate connections. The wire must be �d severed, thereby providing supervision of the connection in the event that o�rG�� DwG. N923-3 the wire becomes dislodged from under the terminal. FIG. 4 TYPICALELECTRICALCONNECTIONS FIG. 5 NoTES: To remove knockouts: Place 2 SETS OF NORMALLY OPEN CONTACTS WqtERFLOw ZONE EOLR FROM 1. The model VSR-SF has two screwdriver at edge of knock- CLOSE ON ALARM ON FIRE PANEL FIRE PANEL EDLR switches,one can be used to outs, not in the Center. ��,,, ,� �< < �o operate a central station, � � � � proprietary or remote signal- ^ ing unit, while the other is ��.� w N< <ow. No �� used to operate a local au- � � 0 � dible or visual annunciator. POSITIVE DC 2. For supervised circuits see THE NC AND NO MARKINGS OR HOT AC Switch Terminal Connec- ON THE SWI7CH ARE FOR BELL AN AL,4RM CONDITION, NEGP.TNE DC tions" drawing and caution THE CONTACTS ARE REVERSEO OR NEUTRAL AC � WHEN THE DEVICE IS IN 0� r761_2 note(Fig.3). � ��. � F,�Ya THE NORMAL CON�ITION, , ;,, W DwG. �761-4 APPLICATION WARNING! Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times,waterflow switches that are monitoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. PRINTED IN USA MKT.#8800003-REV AA PAGE 2 OF 2 MFG.#5400802-11/02 RBVS P PO�� UNIVERSAL BALL � The Symbol of Protection VALVE SWITCH —�� UL and cUL Listed,FM,CSFM Approved Dimensions: (including mounting clamps) �s�R� Large Clamps: 6°L x 5"W x 5.2°H - �— 15,2 cm L x 12,7 cm W x 13,2 cm H _... �`�' "''��" � Small Clamps: 6°L x 4"W x 5.2"H I 5,2 cm L x I 0,2 cm W x 13,2 cm H � Weight: With Large Clamps: 13.6 oz.(386,9 g.) �� - With Small Clamps: 11.0 oz.(311,2 g.) '� �9 �' '� Enclosure: Non-Corrosive Compositc Material , ', Environmental Limitations: � • NEMA 4 rated enelosure when proper electrical �i fittings are used.(IP67) - • Temperahue range:-40°F to 150°F(-40°C to 65°C) �!� • Not for use in hazardous locations Housing Cover Tamper: Activated by housing cover removal US Patent No.6,945,509 (Stock No. 1000035 only) Contact Ratings: SPDT Contacts: l0A at 125/250 VAC RBVS Stock No. 1000040(w/o Cover Tamper) 2A at 30 VDC RBVS-T Stock No. 1000035(w/Cover Tamper) SPDT Cover Tamper: 3A at 250 VAC General installation On Lever Handle(See Fig.2) The Model RBVS is designed to monitor tl�e fully open position of a ball valve �, Select clamps and clamping bolts based upon pipe/valve size,see Table 1. installed iu a sprinkler system.The unit will fit on most ball valves installed on 2 Insert rubber clamp grippers into clamps,see Fig.2. back-flow-preventers and alarm trim lines of dry,alarm,and deluge sprinkler 3. Place one clamp on top of pipe/ball valve near the valve handle and valves.The switch operates if the ball valve I�andle is moved from the open insert clamping bolts through it. position.However,the switch does not track the position of the handle or ball. 4. Place other clamp over clamping bolts from beneath the installation and When the ball valve handle is in the open position,a spring-loaded switch button thread hex nuts onto thc clamping bolts,Uut do not fully tighten,(be sure will contact the valve handle.When the I�andle is moved from d�e open position, hex nuts seat properly in clamp hex recesscs).(NOTE:Some installations this switch button extends to the tripped position,and the RBVS contacts change may require one of the mounting bolts to be inserted from the bottom of state,thereby opening or dosing a circuit.A covertamper switcl�is available and the brackets and then trimmed to allow the extension bracket to elear. is activated by the removal of the RBVS housing cover.If an attempt is made See Fig.4) to remove the RBVS by the removal of the moimting brackets,the unit will be 5. Attach extension bracket(if necessary to use for positioning)to top clamp set into the tripped mode Uy this action. using'/4-20 X 3/d'Hex bolt aud washer,but do not fully tighten. The RBVS can be mounted to the hex portion of the ball valve or back-flow- 6. Attach°L"brackct(RBVS switch enclosure is looscly attachcd to°L" preventerorto the adjoining pipe via two clamps.The RBVS is shippedwith two bracket)to extension brad<et using%4-20 X 3/4°Hex bolt and washer,but sets of mounting clamps to accommodate various pipe and vabe sizes,refer to do not fully tighten. Table l.An°L"shaped and offset bracket for mounting tl�e switch endosure and �� Be sure ball valve is in the fully open position. 8. Slide loose]y assembled RBV S switch encloslu-e to a position that permits an exte»sion bracket add to tl�e mounting flexibility of the RBVS.See"Typical �e switch button to contact the valve handlc approximately I" from its Mounting Diagram"and"installation and Operation"on following page. inside end.See Fig.1 for approximate location.Cut and remove Yhe plastic Testing coating from the ball valve handle to allow the RBVS switch button to The RBVS and its associated protective monitoring system should be tested contact(and be activated by)tl�e metal of the handle. in accordance with applicable NFPA codes and standards and/or the authority 9. Tighten clamping screws alternately to an eventua130 in-Ibs.(miniinum) having jurisdiction(manufacturer recommends quarterly or inore frequently). of torque. 10. Maintain position of switch enclosure ovcr valve handle and secure bolt Fig1 Internal Components that holds the axtension bracket to the clamping assembly. It may be NoRMn��v oPEN necessary to close valve to access this bolt. ll. Position"L"bracket so that it contacts the back edge of the valve handle,and NORMALLY CLOSED seciue its bolt.lt may be necessary to close valve to access this bolt. coMMON 12. With the actuator fully retracted,position RBVS switch enclosure to � contact the valve handle squarely,see Fig. 1. STRAW REUEF � � 13. With RBVS switch enclosure held squarely in contact with valve handlc, swircH euTroN securely tighten the two tamper resistant screws on the backside of the BLACK - N.O. ° LOCATION enclosure. COVER RED - N.C. TAMPER yyHITE - GOM ON HANDLE 14. (,'lOSO 3llC1 O�JOR Y110 ValVO YO Vel'1�OpeI'3YlOY1.T11e 3CYLlatOT'S110U1d 08Slly �o retract when the valve handle is in the open position. 15. Fully open the valve. Mourvr so 16. Remove the cover and wirc main switch and tam �,r switch if a licaUle. SWITCH BUTTON PLASTIC COATING p pp IS APPROX. 1" FROM REMOVE� FROM �YefU��}'YOUYe Y1111p07'SW1YCIl Wtt'05 tlltOUfT}]SYC21T1 I'0�10t CIl81lT1eI lil SW1YC}1 HANDLE INSIDE END BALL VALVE HANDLE eriClOSlll'2.FUIIy Se3t t110 W1T2S 1Rt0 tlle�701tOTT1 Of tlle Cllalll101.S0e Fl�.1. W SWITCH BUTTON 17. Re laCO RBVS SWItCIl 0riC10SUT0 COVOT 1llC1 SOCLll'el Yl Y8II COVeT SCTOW. DWG //1086-1 CONTACT AREA P Y � Potter Electric Signal Company,LLC•208]Craig Road,St.Louis,MO,63146-4161•Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTLD IN USA MPQ#5401086-RGV U PAG�1 OF 2 5/08 RBVS P PO�� UNIVERSAL BALL � The Symbol of Protection VALVE SWITCH Fig.2 Typical Mounting Diagram Table 1 Clamp Sizing � �ENCrH Pipe Valve/Size Clamp Clamping Bolts 6" SwircN 1/2"to 3/4"(12,5 to 19mm) Small 10-32 x 2 1/2 � Ervc�osuRE � 1"to 2"(25 to SOmm) Large 1/4-20 x 4" � "L" BRACKET HEIGHT Switch Terminal Connections,Clamping Plate Terminal 0 5.2" EXT. BRACKET (IF NECESSARY) � `��C A CAUTI O N CLAMPS O �� Anuninsulatedsectionofsingleconductor should not Ue looped around the terminal �d and serve as two seperatf;connections.The CLAMP o��o� °"'0"'''' wire must be severcd,thereby providing GRiPPERS supervision ofthe connection in the event W I DTH a" (SnnaLL) that the wirc becomcs dislodged from DWG #1086-2 5° (LARGE) under the terminal. Typical Electrical Connections LOCAL CIRCUIT TRANSFORMER OR BATTERY POWER STYLE D (CLASS A) SUPERVISED LOOP STYLE B (CLASS 6) SUPERVISED CIRCUIT �Ny,c-, ° SICNALING COM, CDM, i0 N,C, CONTROL COM. END-OF-LWE RESISTOR N.O. DEVICE N.O. N.O. UNIT N.O. N.C�� N.C. /� DWG, k1086-4 Tamper Switch Connections Fig.3 COVER TAMPER & RBVS CONNECTED COVER TAMPER & RBVS WIRED swrtcH cmc�osuae TO THE SAME ZONE ON THE FACP TO SEPERATE ZONES COVEft TAMPER � COM, N.O.COM. � OFFSEi BRACKET COM. N.O. COM. FACP COVER EOLR N.C. TAMPER FA�P EOLR FpC�EOLR � N.O. OwG.a1086-5 � � Installation on Tee Handle(See F+ig.3) � �� 1. Select clamps and clamping bolts based upon pipe/valve size,see Table 1. ` ef�c�E� � 2. Insert rubber clamp grippers into clamps,Sec Fig.3. 3. Place one clamp on top ofpipe/ball valve near the valve handle and °`"��s insert clamping bolts through it � 4. Place other clamp over clamping bolts fiom beneath the installation �aP E� ow� Niaes-3 and thread hex nuts onto tl�e clamping bolts,but do not fully tighten, (be sure hex nuts seat properly in clamp hex recesses). 5. Loosely attach °L" bracket to the 'bffset" bracket and "offset" Fig.4 brackEt to thc RBVS housing. 6. Be sure ball valve is in the fully open position. 7. Slide loosely assembled RBVS switch enclosure to a position that Ravs � permits the switch button to contact the valve handle approximately � � 1/2"from the end of the handle.Cut and remove the plastic coating � from thc ball valve handle to allow thc RBV S switch button to contact (and be activated by)the metal of the handle. 0 8. Tighten clamping screws alternately and'/4-20 X 3/4"bolt to 30 in-lbs. a (ininimum)of torque. some insrn��nT�o��s Mav 9. With tl�e valve handle fully open, slide the RBVS housing down cnosF iNrFaFeaFNCa until the switch operates plus 1/8 inch.Tighten the screws holding BcTweeN MouNT��c eocTn�� OFFSFT RRACKFT.INSTALI.BOLT YIlO RBVS YO Y�70��O�SOY��b71C�C0t. PROMBOTTOMANDTRIMAS �'�P� 10.Remove the RBVS switch enclosure cover. Nr:r:��eo rocoaieeci: 11. Close and open the valve to verify operation. The actuator should easily retract up when the valve handle is in the open position. 12.Fully open the valve. 13.Wire�main switch and tamper switch(if applicable).Carefully route tamper switch wires through strain relief channel in switch enclosure. Fully seat the wires into the bottom of the channel.See Fig. 1. �wcu�oxb-e l 4.Replace RBVS switch enclosure cover and securely tighten cover screw. PRINTCD IN USA MPG.#5401086-RLV U PAGE 2 OP 2 5/08 SASH SERIES PPO�� SPRINKLER ALARM STROBE HORN/SIGN � The Symbol of Protection COMBINATION SASH-24 SASH-120 UL Listed Strobe Horn . � � Dimensions: 9-1/4" h x 10" w x 4" d ' `�I''"' � � �:_�.�,. --- Voltages Available: SASH-24 (24VDC) V ---- SASH-120 (120VAC) .� i I� Environment: Indoor or Outdoor use. �' � �I I Weatherproof backbox is included ��. , !�� with both models. � �� I Termination: Separateterminalsforhornandstrobe. � � I N Finish: Red with white lettering. ;,,;�, ' ' ' ' 4� SASH-24 Stock No. 1000555 .• • �� • SASH-120 Stock No. 1000560 The SASH series is a multitone horn/strobe combination designed for use as an audio visual indication for automatic sprinkler systems. It can be installed in conjunction with or in place of water motor gongs. Strobe Intensity, dBA and Current Ratings Model SASH-24 SASH-120 Typical Anechoic Input Current Input Current dBA at 10 ft. Amps at 24VDC Amps at 115VAC At Nominal Tone Input Voltage HI STD HI STD HI STD Horn 0.040 0.023 0.050 0.040 99 93 Bell 0.014 0.012 0.040 0.038 92 87 March Time Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Horn 0.040 0.023 0.050 0.040 99 93 Code-3 Tone 0.028 0.017 0.042 0.038 95 90 Slow Whoop 0.048 0.026 0.050 0.040 99 94 Siren 0.036 0.023 0.045 0.040 98 93 Hi/Lo 0.020 0.014 0.041 0.039 93 88 Strobe Candella 117 15 Strobe Current 0.088 0.060 (If the strobe and audible operate on the same circuit, add the strobe current to the tone current.) Potter Electric Signal Company•2081 Craig Road,St.Louis,MO,63146-4161 •Phone:800-325-3936/Canada 888-882-1833•www.pottersignal.com PRINTED IN USA MKT.#8850004-REV D PAGE 1 OF 2 MFG.#5401076-9/03 SASH SERIES PPO�� SPRINKLER ALARM STROBE HORN/SIGN � The Symbol of Protection COMBINATION SASH-24 SASH-120 WIRING INFORMATION SASH-24 STROBE AND HORN POWERED BY THE SAME CIRCUIT + + STB - + AUD - + STB - + AUD - + SASH-24 - STROBE AND HORN POWERED FROM SEPARATE CIRCUIT + CONTACTS CLOSE ON ALARM SASH-120 H OPERATED BY WATERFLOW WATERFLOW SWITCH SWITCH L STB N L AUD N N DWG. #1076-1 PRINTED IN USA MKT.#8850004-REV D PAGE 2 OF 2 MFG.#5401076-9/03 � � II � � . - � - •'° - . �� Fig. 200 - "Trimline" Adjustable Band Hanger � �� S�,STEo Size Range— 1/2" thru 8" pipe A�MD Material —Carbon Steel, Mil. Galvanized to G90 specifications Function — For fire sprinkler and other general piping � purposes. Knurled swivel nut design permits hanger adjustment after installation. Features— • (1/2" thru 2") Flared edges ease installation for � all pipe types and protect CPVC plastic pipe from ' i abrasion. Captured design keeps adjusting nut _ ; B - �� from separating with hanger. Hanger is easily B � �" installed around pipe. ��/ ' • (2'/z" thru 8") Spring tension on nut holds it A A securely in hanger before installation. Adjusting nut is easily removed. Approvals — Underwriters' Laboratories listed (1/2" thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4�� thru 8��). Conforms to Federal 1/2 THRU 2 INCH PIPE 2 1/2 THRU 8 INCH PIPE Specifications WW-H-171 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature— 650°F Finish — Mil. Galvanized. For Stainless Steel materi- � als, order TOLCOT"' Fig. 200WON. Order By— Figure number and pipe size II + Dimensions •Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Wt./100 1/2 3/8 8mm or 10mm 3�/a 25/a 400 11 3/4 3/8 8mm or 10mm 3�/a 2�/2 400 11 1 3/8 8mm or 10mm 33/a 25/a 400 12 1�/a 3/8 8mm or 10mm 33/a 2�/a 400 13 1�/z 3/8 8mm or 10mm 3�/a 2�/a 400 14 2 3/8 8mm or 10mm 4�/z 3 400 15 2�h 3/8 10mm 55/a 4�/a 600 27 3 3/8 10mm 5�/a 4 600 29 3�/z 3/8 10mm 73/e 5�/a 600 34 4 3/8 10mm 73/a 5 1000 35 5 1/2 12mm 9�/a 6'/a 1250 66 6 1/2 12mm 10�/a 63/a 1250 73 8 1/2 12mm 13�/s 83/a 1250 136 OFFICE/MANUFACTURING FACILITY•1375 SAMPSON AVE•CORONA,CA 92879•PH: 951 J37.5599•fAX: 951 J37.0330 �1 CUSTOMER SERVICE•800J86.5266 www.tolco.com y � . . f• t• t• � . � . � �, — � • 11 Fig. 98 - Rod Stiffener ��;, � =; ; -; Size Range — Secures 3/8" thru 7/8" hanger rod �=i :�;:,�_- Material — Carbon Steel � " �;=� � �:._ ,�'!r�� i i::;'' r::.: Function — Secures channel to hanger rod for vertical seismic bracing. � ,4� �� Finish — Electro Galvanized <�. �i�-, -- �, �`��`�,,,�`r" _ Note—Available in HDG finish or Stainless Steel materials. � �� `� �� '��J�� ' Order By— Figure number - , ', , I � Fig. 99 - All Thread Rod Cut to Length Size Range — Secures 3/8" thru 7/8" rod in Dimensions •Weights 1" increments Rod Max. Rec. Load Lbs. Material —Carbon Steel Size For Service Temps Maximum Temperature—750°F 650°F 750°F Finish — Plain 3/8 610 540 1/2 1130 1010 Note—Available in Electro-Galvanized and 5/8 1810 1610 HDG finish or Stainless Steel materials. 3/4 2��0 2420 Order By— Figure number, rod diameter, rod �l$ 3��0 3360 length and finish Fig. 100 - All Thread Rod Full Lengths Size Range — Secures 3/8" thru 7/8" rod in 10' lengths Material —Carbon Steel ,��;�; Maximum Temperature— 750°F L+�° •�`�� Finish — Plain � ��{: � Note—Available in Electro-Galvanized and �� '!r`,� ��(�f t�'`�f:��,';�.. HDG finish or Stainless Steel materials. �� '1 r`��. _ �. Order B Fi ure number, rod diameter �� F'�f'�� and finish g ��{``-� �,:;�;- ,�.;;>-;. �y� f f!"f,��.� Dimensions •Weights ��s-: �,r�,. Max Rec. Load Lbs. r�� Rod For Service Temps Approx. ��,�� Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1'/, 8000 7140 360 1'/z 11630 10370 510 � Offi ce/Manufacturi ng Faci I ity•1375 Sarrpsai Ave.•Qxona,('A 92879•Fh: 951.737.5599•Fax 951.737.0330 CUstomer Servi ce•500.786.5266 www.tolco.com �=` o � � � i ,^ � � ► � � � � � s � � � � � FM �L =y _ -_ � �g �, - - APPROVED LISTED - ° .� - �� UL Max Pipe UL Test Minimum FM Max FM Test Minimum BX P/N WOOD UL Size, in. Load Wood FM Pipe Size Load Wood Thickness, in. Thickness, in. 8007957 GST 10 X CPVG 1-1/2 300 1.5 8020957 SWG 10 X CPVC 1-1/2 300 1.5 8008957 GST 20 X 2-1/2 850 1.5 X 4 1475 1.5 8068925 GST 20 SS X 2-1/2 850 1.5 8010957 GST 30 X 4 1500 1.5 X 4 1475 1.5 8009925 GST 25-380 X 4 1500 1.5 8022925 SWG 25-380 X 3-1/2 - 4' 1500 1.5 8021957 SWG 20 X 2-1/2 -3"" 1250 1.5 8073925 SWG 20 SS X 2-1/2 1250 1.5 8139957 SH GST 20 X 3 1050 1.5 X 4 1475 1.5 8141957 SH GST 30 X 4 1500 1.5 X 4 1475 1.5 UL Max Pipe UL Test Minimum FM Max FM Test Minimum BX P/N STEEL UL Size, in. Load Steel FM Pipe Size Load Steel Thickness, in. Thickness, in. 8038957 DSTR 1 X 4 1500 0.035 X 4 1475 0.1050 8037957 DSTR 1-1/2 X 4 1500 0.035 X 4 1475 0.1050 8039957 DSTR 516 X 4 1500 0.037 X 4 1475 0.1050 8045957 DST 516 X 4 1500 0.188 X 4 1475 0.1875 8046957 TEK 50 X 4 1500 0.250 X 4 1475 0.1875 8055957 SWDR 1 X 4 1500 0.037 X 4 1475 0.0600 8056957 SW DR 516 X 4 1500 0.037 X 4 1475 0.0600 8054957 SWDR 1-1/2 X 4 1500 0.037 X 4 1475 0.0600 8137957 SH DSTR 1 X 4 1500 0.035 X 4 1475 0.1050 8150922 XP 20 X 2 750 0.027 X 4 1475 0.1050 8153922 XP 35 X 3-1/2 1250 0.043 X 4 1475 0.1050 BX P/N CONCRETE FM FM Max FM Test Material Pipe Size Load 8059957 CST 20 X 4 1475 3000 PSI 8061957 SWC 20 X 4 1475 3000 PSI * SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2" SWG 25-380 Maximum pipe size in wood timber orjoist allowed by UL is 4" ** SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" � ** SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" UL and FM tests were performed in compliance with NFPA-13 Standards. ��'I�� Fastening requirement: 5 times weight of water filled schedule 40 pipe plus 250 pounds. www.itwbuildex.com 800-284-5339 SSS26 0506 �� Firestop Submittal 800-879-8000 www.us.hilti.com Sprinkler Submittal: Metal Deck Metallic Penetrants � Sarrler Penetratlon Type Max.Penetration Sfu Anoular Space F-Ratlng System prodact Number Steel,Cast Iron, 30"Stetl or Cast Iron; Well Copper,Steel Conduit, 6"Coppm or Steel 0"ro 2-1/4" 1 or 2 hours W-L-1054 FS One EMT Conduit 4"EMT Berrler Peuetradon Type Max.Penetratlon Slze Annulsr Space F-ReHng Syatem product Number � Steel,Cast Iron, 30"Stwl or Cast Iron; N Floor Copper,SkePConduit, 6"Coppv or Steel 0"to 9/8" 2 hours F-A-1029 FS One EMT Conduit•4"EMT � �Berder Penetretlon Type Max.Penetrallon Size Aonular Space F-Radng Syatem p�oduct Number Steel,Cast Iron, 30"Steel or Cest Iron; . Wall Copper,Steel Conduit, 6"Coppa or Steel 0"to 2-I/4" 1 or2 hours Wd-1067 FS One EMT Conduit 4"EMT FS One Intumescent Firestop Sealant Mineral Wool Alweye refer to the Teeted System for com reheneive eyetem detalla and Inetalladon re uirements. ULIcUL SYSTEM N0.W-L-1054 METAL PIPE THROUGH 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY F•RATING= 1-HR.OR 2•HR. g T•RATING =0•HR. � L-RATING AT AMBIENT= LESS THAN 1 CFMISQ. FT. � L•RATING AT 400°F=4 CFMISQ. FT. ° FRONT VIEW SECTION A-A Z � A �— � �— 3 4 5 A 1. GYPSUM WALL ASSEMBLY(ULIULC CLASSIFIED U300 OR U400 SERIES)(1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN�. 2. (NOT SHOWN).WOOD STUDS TO CONSIST OF NOMINAL 2"x 4" LUMBER. STEEL STUDS TO BE MINIMUM 2•112"WIDE. 3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING : A. MAXIMUM 30" DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 4. MINIMUM 518" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 5. MINIMUM 112" BEAD HILTI FS•ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES : 1. MAXIMUM DIAMETER OF OPENING : A. 32-114" FOR STEEL STUD WALLS. B. 14-112" FOR WOOD STUD WALLS. 2.ANNULAR SPACE= MINIMUM 0", MAXIMUM 2-114". 3. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. 4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45° FROM PERPENDICULAR. Sheet �of 1 Drawing No. m HILTI,Inc. Scale ��,�. WL FIRESTOP SYSTEMS Tulsa,Oklahoma USA(918)252-6000 oate Nov.6,2002 �O�q Saving Lives through /nnovation and Education ULIcUL SYSTEM N0. F•A-1029 METAL PIPE THROUGH CONCRETE FLOOR OR CONCRETE FLOOR OVER METAL DECKING o F•RATING =2-HR. o T-RATING=0-HR. � a � TOP VIEW SECTION A-A T T a . .a . �.. ' ° , . d ' ad � , � � . . e . , . : a. , ' b � a � 2 , � 'a � . . a, 'd � • . : .��' ' . ° • .� •, � a . . ,/r\ � 3 A ' q A e . .'. � d• � a Q . A 1� �� ' .e, .. ' II ' . d . " �J a a y i ' . ;a. .:g� , a.; . � '. " a .tl'. r a" .. a . a � .. . 'a � :e. .' e Q ' d. aa_ �.' ' '� ' . •e.. . , Q a e 'd ' ',a'. . � e . 'a . . � a. d a ° • o ' d � . . .d', a � a �' a: .� Q , ,a 1. CONCRETE FLOOR ASSEMBLY (2•HR. FIRE-RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR(MINIMUM 2•112"THICK). B. STEEL FLOOR UNITIFLOOR ASSEMBLY-NORMAL WEIGHT CONCRETE FLOOR(MINIMUM 2-112" THICK)OVER METAL DECKING. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING: A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE(SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. MINIMUM 112"DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 4. MINIMUM 114" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT ON CONTACT. NOTES : 1. MAXIMUM DIAMETER OF OPENING=30•718". 2.ANNULAR SPACE= MINIMUM 0", MAXIMUM 718". Sbeet �of 1 Drawing No. m /� �� HILTI,Inc. Scale 5132"=1" F/1 FIRESTOP SYSTEMS Tulsa,Oklahoma USA(918)252-6000 1029b Date �an.21,2002 Saving Lives through /nnovation and Education UUcUI SYSTEM N0.W-J-1067 METAL PIPE THROUGH 1-HR. OR 2•HR. CQNCRETE WALL OR CONCRETE BLOCK WALL ASSEMBLY o � F-RATING= 1•HR. OR 2•HR. L-RATING AT AMBIENT= LESS THAN 1 CFMISQ. FT. � T-RATING=0-HR. L-RATING AT 400°F=4 CFM/SQ. FT. � 0 FRONT VIEW SECTION A•A 3' T T A � 1 3 2 4 A � 1.CONCRETE WALL ASSEMBLY(1-HR. OR 2-HR. FIRE-RATING) : A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL(MIN. 3-314"THICK, FOR 1•HR. FIRE•RATING). B. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL(MIN. 5"THICK, FOR 2-HR FIRE-RATING). C.ANY ULIULC CLASSIFIED CONCRETE BLOCK WALL. 2. PENETRATING ITEM TO BE ONE OF THE FOLLOWING : A. MAXIMUM 30" NOMINAL DIAMETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. MAXIMUM 30" NOMINAL DIAMETER CAST IRON PIPE. C. MAXIMUM 6" NOMINAL DIAMETER COPPER PIPE. D. MAXIMUM 6" NOMINAL DIAMETER STEEL CONDUIT. E. MAXIMUM 4" NOMINAL DIAMETER EMT. 3. MINIMUM 518" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT. 4. MINIMUM 112" BEAD HILTI FS•ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CONTACT. NOTES : 1. MAXIMUM DIAMETER OF OPENING=32-114". 2.ANNULAR SPACE= MINIMUM 0", MAXIMUM 2•114". 3. PIPE MAY BE INSTALLED WITH CONTINUOUS POINT OF CONTACT. 4. PIPE MAY BE INSTALLED AT AN ANGLE NOT GREATER THAN 45° FROM PERPENDICULAR. Sheet �of i Drewirq No. � �� HILTI,lnc. Scale 11164"=1" WJ Tulsa,Oklahoma USA(918)252-6000 FIRESTOP SYSTEMS °ere Dec.9,2o02 1067e Saving Llves through lnnovat/on and Educat/on �� . � FS-ONE �oduct desaiption FS-ONE • Intumescent(expands when exposed ro fre)firestop sealant High Pertarmance that helps procect combustible antl non-combusuble penetra- �@��(�j�� Intumescent Firestop tions fa up to 4 hours fire rating At 13°F(23°C)and 50%reW[ive humidiri Product feaWres Chemical bnsis Se8I80t • Smoke,gas and water resistant after material has wred Water-based inwmescent acrylic discersan • Contains no halogen,solverns or asbesms ��Y • High fire rating pmperties Aoorox.1.5 g/cm' ��Y • Water based,easy to clean Color ,�� '" Areas of application RWOrk' Gme "'��.. f ; Steel.copper antl EMT pipes APOroa.�20-30 min. � Insulated steel antl co 2( i 5 �-; $ PP P Pe Curing Gme ,. � Cable bundles Approx.4 mm I 3 davs � ��"� • Closed or vented plastic pipes shore a Hardness ' gntem.pJv�tege�q�stoma gero�cs • HVAC penetrations Approx.35 • Protects most rypical firesmp ior use with Mavemen�capadiity penevation applicauons Approx.5% Concrete,masonry,Urywall and wootl floor assemblies • Easy ro work with and(asi cleanup • Wall and floa assemblies rated up to 4 hours InWmescent AcUvation • Can be painted Ao�roa 482°F(250°C) • Single component systems available �amples Eapansion rete(unrestricted): • Meets LEED'""requiremerrcs fa indoor Sealing around plastic pipe penevations in fre ratetl Uo ro 3-5 times aioinal volume emdromiental qual'�ry cretlit 4.7 Low consVuction Temperature resistance(cured) Em�ing Materials,SealanLS and • Sealing around combustible antl non-combustible —40°F to 212°F(-40°C to 100°C) Adhesio2s and 4.2 PairRS and CoaGngs penevauons in fre rated consvuction ApplieaGOn temperowre 41°F to 104°F(5°C ta 40°C) I�tallauon insWctions for FS•ONE Surface buming chnraqeristics Opening Nouce a6outapprovals (ASTM E BA•96) 1. Clean the opening.Surfaces to which FS-ONE will 6e • Check tl�a[[he peneVation has been sealetl accoNing to Flame Sp�ead:0 applied should 6e cleaimd of loose tlebris, dirt, oil, the spec�etl drawing in Ihe UL Fire Resistance Directay Smoke DeveloDmenC 5 moisNre, frost and waa. Stmcmres supporting or Hilti Firesrop ManuaL Fa further ativice, please Sound transmission dassificauon peneVaUrq items must be instailed in compliance with contact HiIG cusromer service. Refer to HiIU product (ASiM E 90•89I 56 laal builtling and elecVical standards. li[eraNre and UL fire resistance direc[ory (a specific appiicatbn details. poorovals Appliwtion ot firestop sealant ICBO(Intemational CaMerence ot 2. Install Ihe prescribed backfllirg ma[erial rype ana depN Not for use... Building O�cials) ro o6tain the desiretl rating(i(required).Leave su�cient • High movemern e�pansionjoints ReDOrt No.5071 depth(or applying F$-ONE. • Underwatef Califomia State Fire Marshal 3. Application of fresrop sealant: Apply FS-ONE lo the • On materials where oil,plasticizers or mNenls may Listinq No.4485-1200:708 r uired de th in order ro obtain the desiretl fre ratin , bleetl i.e.impregna[etl woo0,oil 6asetl seals,green or � P 9 aniall wlwnized mbber City of New Yak Make sure FS-ONE contacts all sudaces ro proNtle P Y MEA 326-96-M maximum adhesion. For applicalion of FS-ONE use a • In any peneVa6on other than those specifcally starWard caulking gun,foil pack gun, 6ulk loader and describetl in this marn�al a the tesl reports bulk gun. With PS�ONE 6uckets, Graco type sealant Safety precauGons Tested in aaoMence Wdb pumps may be used.�COntact pump manufacturer(w . ge�ore handling,read the product antl Materiai Safery ' UL 1479 proper selection). Dala Sheet for detaile0 use antl health ir�ormation • ASTM E 814 4. Smoothing of firesrop sealanC To complete Ihe seal tool • Keep ou[of reach M children • ASTM E 84 — immediately to give a smooth appearance. Excess • Wear suitable glwes antl ey2 protection � sealan[, prior ro aring, can be cleaned away From 5�� Intemauanalty tated and approved adjacent wAaces and tools with water. . Store onty in the original packaging in a laation nu,vanonu�,nwrzan� 5. Leave complete0 seal undisNrbetl for 48 hours. prolectetl from moisWre a1 tem eratures 6elween ^ ��x us��x,wo�r.x.rcxEr�u,KK, P ox fIRSLIV 51SIFM5 6. ior mainlenance reasons,a peneVation seal coultl be 40'F(5°C)antl B6°F(30'C) C .� W s��u�nu cr��sy.v,ceomECrwrc permar�ently marked with an itlenlifcation plate.In such • Observe expiration date on the packaging a case,mark the ieentifcation plate antl faslen it In a � visible posrtbn next to the seal. �vvnoveo r . �� z � ' � i1YTW 6nY►1TON � v 7.Clean openirg. 1.Psck mi�ral 3.Apply FS-ONE 4.Smooth FS-ONE. 5.Leave cm�Wetcd 6.Fasfen idenfi(- �� wool. (Ilrequired) seel wMis(urbed lw cation plafe(rl ae nam. requircd/. 0 latest product information: - www.us.hilti.com — � � � �ordering informatian see page: 34 1.Cleen opening. 2.Vetk minerel 3.Apply FS-ONE 4.Smaoth FS-ONE 5.Leare camdned 6.Fasfen ideMi(rce- wo�l (Nrequi�ed/ seelund'slurbedlor tionplate/il Saving Lives Ihrough innovation&educa[ion I Hilti Firesrop Guide��=2006 I 1��79-8000 I www.us.hil[i.com �' 17 � . MS�S No.: 259 Revision No: 070 Revision Date: 08/17/04 Page: 1 of 2 Product ideMifier: FS-ONE High Performance IMUmescent Firestop Sealant Description: One-pan acrylic-6ased sealant Supplier. Hilti,Inc. P.O.Boz 21148,Tulsa,OK 74121 Emergency k(Chem-Trec.): 1 800 424 9300(USA,PR,Virgin Islands,Canada):001 703 527 3887(other countries) INGREDIENTS AND EXPOSURE LIMITS J Ingredien[s. CAS Number: PEl TLV STEL _ . .__ . .. .. . . . .. . . .. . . .. _._ ._..... ...__. .._. ... ... .. .._.... - Polyacrylate dispersion Mixture NE NE NF — Calcium carbonate 001317-65-3 5 mg/m'(TJ 10 mq/m'(T) NE Zinc borate 138265-88-0 NE NE NE Ammonium polyphosphate 068333-79 9 NE NE NE .... ._ . _.._. . .. ._..... _.. ....... ._.. .. _... .... .. . . _.. Talc.. .... .. . . .. . .. . . .. . . . . 014807-96-6. . . ... ._20 mppc( __. . .. .. . 2.mg/m.' _._ _.NE._ _... . Expandable graphne........ .. . . . _ 012777-87-6 ..... 5.m9�m'(T� ........ .._2 mg/m'�T) ........ NE..... ....... Ethylene glycal 000107-21-1 NE C 100 mg/m'(A) NE Polybutene 009003-29-6 NE NE � NE Iron oxide 007309-37-1 10 mg/m' . 5 mg/m' NE ;�=�.,; Glass filament 065997-17-3 NE 5 mg/m'(n NE .;'' Sdicon diaxide 014808-60 7 0.05 mg/m'(n 01 mg/m'(� NE, _: Water � � 007732-18-5 NE NE NE �� Ab6nviations: PEL=OSHA Permissible Exposure Limit RY=ACGIH Threshold Limit Value. C=Ceiling. STEL=Short Term Exposure Limit. '- NE=None Established. N11=NotApplicable. (T)indicates"as mtal dust". (ly indicates"as respira6le fraction". � : � indicates"as an aerosol". mppef=million parlicles per cubic(oot. PHYSICAL DATA Appearance . _ „ . . _. .,, Red,paste. ,,,,,,,, ,.,Odoc _,.. _Odorless .. .. ,,, , ,. , , , Vapor Density (air- i) . Not tletermined Vapor Pressure: 23mbar @ 20C/68F . . ..... .. ... ... ._ ._. . .. . _. _.. Boiling PoinC .. Not applicable ,. . ,VOC Content , ,.75 0 g/L. , . . . Evaporation Rate: Not applica6le. Solubility in Water. Soluble Specific Gravity: 1.5 pH: Not determined. "� FIRE AND EXPLOSION HAZARD DATA � �� Flash Point . , ,, . Non-tlamma6le , _. ,Flammable Limi[s. ,Not applicable. . , , '�`� Extinguishing Media Not apphcable Ilse eztingwshing media as appropriate for surrounding Flre , �''�" Special Fire Fighting Procedures: None known.Use a self-contained breathing apparams when fghting fires involving chemicals. � .. . ... . . . .. .. _ . . . . . . . Unusual Fire and Explosion Hazards: None knowa Thermal decomposiGon products can be(ormetl such as oxides o(car6on,sulfur and phaspho- rous. REACTIVIN DATA Sta6iliry: Stable. Hazartlous Polymerization: Will not occur. Incompali6ility: Strong acids,peroxides,and ozidizing agents Decomposinon Products: Thermal decomposmon can yield CO and W2 , . . _, . . . Conditions ro Avoid: Nane known. � HEALTH NAZARD DATA Known Hazards: None known. Signs and Symproms of Exposure: Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Medical Conditions Aggravated by Exposure: Eye and skin conditions. Routes of Exposure: . �,. Dermal. , , . . . 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 eaposure(via inhalation)ro silica dusC e.g.mining,quarry,stone croshing,re(ractory brick and pottery workers. This product does not pose a dust hazard;therefore,this clas- sifcation is not relevanL Based upon the nawre and intended use of this product,it does nol pose an increased cancer risk to workers. 454 �' Saving Lives through innovation&education I Hilti Firestop Guide 2005-2006 I t-800-679-8000 I www.us.hilti.com i MSDSNo.: 259 Revisian No.: O10 Revision Date: 08/17/04 Page: 2 of 2 EMERGENCY AND FIRST AID PROCEDURES Eyes . . . . . Immediately Flush with plenty of water Call a physician if symproms occur „ , _., Skin: Immetliately wipe off material and�wash wrth soap�and water, Material can adhere ro the skin. If material has adhered ro the skin,use an abrasive containing hand cieanec If material does not come oFF,buff with a pumice srone. Inhalation: Move victim to fresh air if discom(ort develops. Call a physician if symptoms persist. — Ingestion: Seek medical attention. Do not intluce vomiting unless directed by a physician.If a large quantiry was ingest- , , , . ed,give 1 to 2 glasses of water ro diWte Never.give anything by mouth ro an unconscious person. . �� ._ .. . _ .. . . .. _ _ .__ . _. ..... Other: Referral ro a physician is recommended if there is any question aboul the seriousness of the injurylexposure. `" . CONTROL MEASURES AND PERSONAL PROTECTIVE EQIIIPMENT Ventilation: General(nawral or mechanically induced fresh air movemenls). Eye Pmtec[ion: Not required.however,safety glasses should be worn in most industrial seltings. Skin Protection: Avoid skin contact.Cloth gloves are suita6le for hand protection. Respiramry Protection: None normally required. Where ventilation is inadequate ro control vapors,use a NIOSHapproved respiraror with organic vapor cartridges. Never enter a confined space without an appropriate air-supplied respirata. PRECAUTIOI�IS FOR SAFE HANDLING AND USE '= Handling and Storing Precautions: Store in a cool,dry area preferably between 40o and 77o F. Keep from(reezing. Do not store in ;.', direct sunlighc Avoid contact with lhe eyes or skin. Practice good hygiene;i.e.always wash thoroughly af[er hantlling and beFOre ea[ing 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 accor- ' dance with all applicable laal,state,or federal requirements. ; REGUUITORY INFORMATION Hazard Communication: This MSDS has been prepared in accordance wi[h the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. HMIS Codes: Health 1, Flammabiliry 0, Reactiviry 0, PPE B OOT Shippinq,N2me:. . .. . . . . . . Not regulatetl.. . . ... ... . . ... . . . . .. . . ... .. . . ._ . _ . IATA/ICAO Shipping Name ... . Not.regulated ........ .. . . .. ... _ . .... . ._ . . . ._.. ...... .. .._._ _...... TSCA Invenrory Staws: Chemical components listed on TSCA inventory. . . ti SARA Tiqe III,Sec[ion�313: This product contains<3%ethylene glycol(CAS 107-21-1)and<15%zinc borate(re:zinc compounds) "�:. which are subject to reponing under Section 313 of SARA Title III(40 CFR Pan 372). _ EPA Waste Code(s�: Not regulated by EPA as a hazardous was[e. Waste Disposal Methods: Consult with regularory agencies or your corporate personnel for disposal methods that comply with local, `" s[ate,and fetleral safery,health and environmental regulations. CONiACTS Cuslomer Service: 1 800 879 8000 Technical Service: 1 800 879 8000 __. ......... ........ .......... .......... ....... ......... ....... ...__ ._.. .._.. Health/Safery: 1 800 879 6000 Jerry Metcalf (x670a) Emergency N(Chem-Trec�: 1 800 424 9300(USA.PR,Virgin Islands,Canada); 001 703 527 3887(other countries) The in(ormation and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind ezpressed or implied is made with respect to the information provided. Saving Lives through innovation&etlucation '��. Hilti Firestop Guide 2005-2006 I 1-600-879-8000 1 www.us.hilti.com �' 455 • � � � Nonhbrook,lllinois•(847) 272�800 Melville,NewYoAc•(631) 271�'i200 SanleClara,Calilomia•(408) 98�2aa0 Research Tneigle Park, NathCarofna��919� 549-1400 4L Underwriters Laboratories Inc.o camas,Washing�on��360� 817-5500 <_; CERTIFICATE OF COMPLIANCE , � CERTIFICATE NUMBER: 070303-R73240E ISSUE DATE: March 7,2003 Page i of 1 Iseued to: Hiln Consteuction Chemicals,div. oF Hila Inc. 5400 5122nd East Avenue Tulsa,OK 74146 Repott Reference: R13240,February 14,1997 Thie is to Certify that representative samples oE O��e pa�r Sealanc,deugnared as FS Onc(:�so identificd as CYGI?) ia '..� c_ � E.r Have been invearigated by Undetwtitera Laboratories Inc.�in ucordance with the Standard(s) indicated an thie Certificate. � Standatd(s) fot Safety: ANSI/UL1479,Fire Tests oEThtough-Penctradon Piresrops ANSI/UL 2079,'I'ests foc Fixe Resistanm of Building)oint Systems. Additional Infottna6on: FS One Sealant intended foc use as a Classified Fill,Void os Cavity Material Foc use in various Thcough-Penattation Firestop Systems and Joint Systems as -^ speci5ed in UL.'s Fite Resistance Diceceory Volume 2. s, r.i:' c.• Only those ptoducts bearing the UL ClassificaUOn Ma�king should be considered ae being covered by UL's Glassification and Follow-Up Serviee. 91s Ill.(7as.ificarinn Marking indudcc UI,in a cirdc symbol: �:/ with thc wnrd°CLAtiti1RIC?D"(a+nhuwn):a cuntrul numLcr(may hc alphanumeric)asn'µ,.ned by Ul.�a etaennen[ro inJicne the ex[cn[o(UI:S evnluation o(the pmduer,and,ds rrndue[ea[etiory nxme(pnKlucl iJcnriry)ax indica�cd in chc appropria�c UL Uuwrory. .F..,nbnnect: Review F,ngineer. „ • „ /1� �� Q4sK�w,// Robert S.Lukasz Richatd N.Walke Unde�witen Laborarories Inc. lindenv�iteis Labo��tories Inc. A nd-br•prWit organization dedicaled to public salery and commitled to quality service Q$Q �• Saving Llves throuyh innovation&education ! HIIti Firestop Guitle 2003-2004 I 1-800-879-8000 I www.us.hilti.com ' . . . , . . . _. _ ., ,:, ._ � , � For emcient Inaulation oBering condensatlon conUol, acoustical correclion and tl�ermal ralues Yarlery ai Forms,Yersa111e Uses PacNing Wool ThermaHber Bulk Wool oflers a choice of qranulahd waol, Sfmllar to Thermafiber Granulatad Wool,but desipned for packirro wool,spray wool,cryopenic and hiph-performance hand packfng rather Man pourinp or mlxinp.Recommended (HP)wool. for hmt cantrol In 6ollers,tanks,expanslon�oiMS and ovens where the shape of tAe insulatfon caviry precludes the use ot Gr811U18�8d W001 fefl insulation. � Thermafiber Granulated Wool conslsts of ml�reral fl6ers IndU8Ul81$p�8y W001 fortned into small nodules or pellets.Fibers are alr-cleaned and treated with dust-collectinq oil.Can be used tor hand- A hiph-qualiry mineral fiber insulatlon,Thermafiber Spray poured applicatlons or mlxed with other materlals as a filiar Wool is Ilqhtly treatad wfth mineral oil and produced in pellet In InsulaUnq cements and foundry molds. form tor pneumetic spray appBcatlon.AdhesWes or binders, added by the applicator,prapare this product for spray IIIdI1S�h8)BIOWIOg W001 application.Used for fire resistance,condensatlon coMrol, acoustical cortecdon and thertnal Insulatlon when mixed � Thermafiber 6ranulated Wool is also available for pneumatic with binder.Color uniformtty cannot be malntalned due ta application. varlables in raw materials and rypes oi adheslves usad. Orqanlc treatment content is less than 1%by weiqht.Fiber meR polnt ezceeds 2000°F per ASTM C24. Cryogenic Wool Granulated mineral flber formulated specificalry wfth an ail coMent(L01)of less than 02No by weipM. Used for thermal insuladon for cryopenic fanks such as Ifquid oxypen. IIIAh-PeHormance(HP)Wool Dark fl0er formed In nodules tor hot suAace temperatures up to 1900°F.Impravad performance:less shrinkape and better theimal conductivlry for cements,loundry molds and boerda,end flreplace chlmney applications. Nonadsorbent,Cortoslon•RealstaM Adsorbs less than 2%moisture.Doas not corro0e steel or aluminum as tested per Federal SpecMlcffilon HM•I•558B. �e�snr aaaued 7hermaflber Industrial Bulk Wool applies easily by hand or with fast pneumatic appliration.Flts quickty into prooves, slots and other awkward or hard•to-reach openinqs. i �I, - � � . PhYSical ProDerllea -r�sic�i o�a � IntlUleA N-hclor�W�Indlu.N••�.•F" Nrtomm�nOaE mn. PMUG IMUIry bm�.OM WH'F 8D10. M�.�I. b�.�I. dalYMdo� !eF^ Ifi'F lOMF E00'F (�nelwN prq hM.14 H.AK. Ib.hl� InUU5V4i BuR Wool(0emlry verb6 wllh p�ddn0 O�ure--IAne MOOm Eemttlee sAOwn.) . crrw�nee � ��.o s� .0 .n eao m esa�w Packinp 8.0 28 .38 .58 1,200 2.8 30 850-750 -i�a�n.isom? -�4.0 -z� -ra -n� -ru -z.e aa�� -eso-iw woa e.o ze Cryapmk Waol .77 NA N� 7.800 NA 70 NA HW�Perlarmmce TM'F 1N0'F (MP)WOOI 1�.0 NA .69 .98 1.800 2.B 30 BSU750 RHM pM1EY.ISMp r,aoY b I�nE ysMq.P��voal la O�N�OA'�eolbmoMrpOM�ort (plll� �111101111u\ � . ro�mmr wn waaae a ro we rna. Stirlace Buming Characbdsqcs 8omd D�Ia--Nolp Redredon CodflcbM(IdICI' ew emrr F.�w.e�1�1 -� Flame spread 0,smoke developed 5 per ASTM E84 as tested p�oauc� rhicknas z5o 5ao �ao0 zoW Nnc by Underwritars Wboratodas Inc.(UL).Noncombustlble as inausirai 2" 66 85 83 B7 .BO detined hy NFPA anA Natlonal Rre Code when tested per Screy waoi q^ --�,�y .80 .B3 .8d .81 1�TME1`�. •TheaECIllonolanyMnmma4ral>aNeruunin¢nwvxn5orrywad.ana�Miranrcton� p�urm3nce M�iry unwMmiNro U�iMrma�Ner,ar�nof wa�r�MeG P)ine�m�fie�r, Specificallon Compliance Rn11aYlliry Thermafiber InOUStrial Blowinp Wool meets ASTM C764. - Thermatiber 10 Granulated Wool meets U.S.Coast GuaM n�+ha�,ix T.com.,we sa�+�i xooe,xc xoia�mn�,nc SpecHlcetion 184.009/169l0. - GMWt�O -M -x x �x � /100muWE 1t PeCXNp ■ K % 5�1�' % 1I N lApA PMatrence % CryopMk M II ilnM�nMa�pwiltl/w�h FaNMerNIamNlmantlxunAdMr InemCn[aNNOwwrmApMeONaWC p�u�qWOwY9�M�.urCryopmic A�wGfb�awwy��ns OroOUCb.WlWqqm�NWtlm. tlom.OUrWWMY�IbWn�MYMMWb WadmN.CryoaN�WOOIIw�mW� aEYnEA'AB1Maalw�Ytlutl ewYellMimYExtltliw�Meollka�: IMiN��oltl,Iw1N�W�.Np'qYm mumaMcmMMMOA%El'�4MOXxr mM'aliM�WxMwyAVbromW m..,w�I�laFnn MiMMptlION�MP70pkMnryrMilM wOdW��M'MaY�dIWn mrvb+PqwMbriMP��T�'IG WNUU�NIeMIN4ti/1 V�W�whie0hnin�NlMdesned bM�.MiMunwrbne�mbYmMi- NP�umWAYmirY�AE�Ib Mobwlll�.l%�100�7RAM wMEUMumIbInMlNppqWNM uEw�mqWU�bcMO��icwb �w+�s�d�+ N�roM,�..xcleoolusuw wM(�la.nameemeum�baaxF m... ewwo�aua.awWaro� dxmyma�rwnnr�rowaroreeeen enaux�no.,vmmw�mW. WEiYl1011 fabn Wotl Wdyntl 1qnR:ln no ewn WII we a I4cM ror demwik. TMmx6b�W na wum�ieyasbWq' IMU1eWMOwMOrYAMEUMq �Y�r.Mhet.MdlxiWa[ws M+m'MaeWMbnlunN. w�qnewdnoawa��.n w�udmq�ewuemo.anna�mea rypmu.AkenanuYp�nA b.bnpYMe4�V�Wldummuw� Mrrin,p7�D�p�WpaaYn wMlxrvnotaMEmqnnohlmbb oWpnmrnwalWlmWW mMrwtmnlhc/tlMqnWC�ul.wmn uM1b�s��M1�7MnM�m b.nMYOYlyalpM�WN.In10dIM. � piaEU[bOelaeWCllkNbnYLL�a rw�A�IMO�YiEMbfM'bYMiuharv� �isdpnbn. e.twWMWV�+�^MM�wW07�na �GUf1aM:PoroxYneryop�nkwqk�0om � AMERICAN� yE�XIMAr p,,. ��."....,�.. 9711 Wat MIII Sireel•WaEesh,IN�698T-08B7•PIaM(888)Ti1BER1(891-2971) i MS�SNa.� 270 Revision No.: 003 Revision Date: O6/18/03 Page: t of 2 Product name: Mineral wool Description: Synthetic vitreaus fiber Supplier: Hilti,Inc. P.O.Boz 21148,Tulsa,OK 74121 Emergency H(Chem-Trec.): 1 800 424 9300(USA,PR,Virgin Islands,Canada);001 703 527 36W(other countries) INGREDIENTS AND EXPOSURE LIMRS ;:j Ingredients: CAS Number: P EL: TLV: STEL: _=; Slag wool fi6er 65997-17-3 NE 1 fi6er/cc NE Phenolic resin 09003-35-4 NE NE NE Polyvinyl alcohol , , 09002-89 5 NE „ ,NE . . . NE. .. . ....... ..... . ... Abbreviations: PEL=OSHA Permissible Exposure Limit TW=ACGIH Threshold Limit Value.STEL=Short Term EKposure LimiG NE=None Established. � NA=Not Applicable. PHYSICAL DATA � Appearance: 2'x 4'x 4"sheets. Odor: Negligible. 8oiling PoinC Not applicable. Vapor Pressure: Not applicable. ,: Melling PoinC Approx.2400°F VOC Contenc Not applicable. �_� Evaporation Rate Not applica6le ,Solubihty in Water _ . Insoluble. . � ._... .......... .... ........... ...... ......... .__. . ..... ...._. pH: Not applicable. Specific Graviry: Nol determinetl. FIRE AND EXPLOSION HAZARD DATA `-' Flash Poinl: Not applicable. Flammable Limits: Not applicable. — Eatinguishing Media: As appropriate for surrounding fre;malerial does not bum. �`� Special Fire Fighting Procedures: Soak cartons ro help prevent the spread of fire. Use a self-contained brealhing apparatus when fighting fires . . inwlving chemicals. . . Unusual Fire and Explosion Hazards: None known. REACTIVITY DATA Slability: Stable, Hazardous Polymerization: Will not occur. IncompaUbilily: Strong acids. Hazardous Decomposition Products: Thermal decomposition products can be formed at[emperatures exceeding 2000°F. Thermal decomposition can yield CO and COZ. :?; Conditions lo Avoid: None known. - HFALTH HAZARD DATA �' Known Hazards.. , . Awte: Eye skin and respiramry irri[ation. Chranic: Respiratory impairment. . �-, ... ..... .._.. . . Roules o(Exposure: Inhalation,Dermal. �Signs and Symptoms o( Exposure: Eyes: Mechanical irritatlon. Skin: Itching,irritation. Inhalatan:Nose,throat and upper respirarory vact . irritation. Carcinogenicity . _. Slag wool has beeqclassified by Ihe IARC as Group,3-Unclassifable as ro Carcinogerncity in Humans. . . Medical Contlitions Eye,skin,and respirarory conditions.� � �� Aggravated by Ezposure: 480 �� Saving Lives through innovation&education I Hilti Firestop Guide 2005-2006 I 1-800-879-8000 I www.us.hilti.com . , � � MSDS No.: 270 Revision No.: 003 Revision Date: 06/18/03 Page: 2 0(2 EMERGENCY AND FIRST AID PROCEDURES Eyes: Flush with plenty of water while holding eyelids apan. Avoid rubbing the eyes as mechanical abrasions can occuc Call a physician if symproms persist Skin: Wash wrth soap and watec Launder clothing before reuse. Inhalation: Move to fresh air. Ingestion: No ill effects expected. Other: Referral ro a physician is recommended if lhere is any question about the seriousness of the injury/exposure. CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT w.,. Ventilation: .... General�naNral or.mechanically induced fresh air movemenls)..,. . . . . .. ,_ . Eye Protec[ion: Safery goggles recommended ro prevenl particulates from irritating Ihe eyes. Skin Protection: Cloth gloves and long sleeves lo protecl skin from irritating fibers. Respiratory Protection: Use local eahausl and/or a NIOSH-appmved dust respiraror when air movement is inadequate to control dusts/fibers below recommended exposure levels. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Sroring Prec2utions: Avoid genera6ng dusts. Local exhaust may be required ro control dusts if power tools are used (or atting! trimmmg Wear appropriate personal pmtecnve equipment Store away from moisWre,keep dry � _ _ _ _ _ . . _ __ __ Spill Procedures: Not applica6le. ;;: REGULATORY INFORMATION ``` r� Hazard Communication: This MSDS has 6een prepared in accordance with the federal OSHA Hazartl Communication Standard 29 CFR 1910.1200. ci .. .. ._ ... .. ...... .._. .._. _... .._. ... _. .. . . .. . . .. . . .. .. .. . ,... HMIS Codes: Health 1, Flammahility 0 Reac[ivity 0, PPE B(Gloves Goggles) �,; DOT Shipping Name: Not.regulated � � . �_ ., .. , . IATA/.ICAO Shipping Name� Not regulated . TSCA Inventory Status: Chemical components listed on TSCA invenrory. SARA Title III,Section 313: This product does not con[ain any mxic chemicals which are subject to reponing under Section 313 0(SARA TiUe III(4�CFR Part 372). EPA Waste Code�s): . . . Not regulated by EPA as a hazardous waste. , . � . . . .. . Waste Disposal Methods: Consult with regularory agencies or your corporate personnel for disposal me[hods that compty with local, state,and federal safery,health and environmental regula[ions. �'; CONTACTS Custaner Service: 1 800 879 8000 Technical Service: 1 800 879 8000 . �= Health/Safety: 1 800 879 6000 Jerry Metcalf (x6704) � �^ Emergency k(Chem-Vec) . .. . 1 800 424 9300(USA PR Virgin Islands,Canzda); 001 703 527 3887(olher,counUies) . , __ The information and recommendalions contained herein are based upon data believed to be correct however, no guarantee or warranry of any kind expressed or implied is made with respect to Ihe informalion provided. Saving Lives Ihrough innova[ion&education ! Hilti Firestop Guide 2D05-2006 I 1-600•879-8000 I www.us.hil[i.com �' 481