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Home My WebLink About234 DATE AVE; ; AS080023City of Carlsbad Sprinkler Permit Permit No: AS080023 Job Address: 234 DATE AV Status: ISSUED Permit Type: SPRINK Applied 2/19/2008 Parcel No: 2060802500 Approved: .2/21/2008 Lot #: 0 Reference No.: Issued: 2/21/2008 PC #: Inspector: Project Title: CRESCENT DEL SOL ESTATES 24 (8bIdgs x 3) FIRE SPRINKLER INSP. @ $65/EA . Applicant: VANGUARD FIRE PROTECTION 1604 LA MIRADA DR #105 SAN MARCOS CA 760-727-8540 Owner: . LAGOON BREEZE DEVELOPMENT CORP. 7237 SANDERLING CT CARLSBAD CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 1,560 0 1,560 . 0 APPROV5P P SUBMITTED CARLS 7PARTMENT CRSCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:28 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By:SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD Remote Area Number: 1 Telephone:760-727-8540 Occupancy: RES SYSTEM DESIGN Code:NFPA 13 D Hazard:RES System Type:WET Area of Sprinkler Oper. 648 sq ftj Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.8 psi Required: 68.9 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 11-29-07 I Rated Capacity 0 gpm I Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Residual Pres 95.0 psi I Elevation 0 I At a Flow of 1405 gpm I Make: Elevation 0" I Model: I Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: These plans have been reviewed for apparent coiiipivance with the current applicable codes and standarth in force in the jurid144in. The owiier or contractor juar uuIu, this review in support of an application for a building permit with the express understanding ihai this review in no way relieves the owner or contractor or their professional engineer or architect for sole responsibility for full compliance with said codes and standards. including the building code or for any responsihilty for deficiencies. errors, omissions or negligence in these plans whether or not noted in this review. Date:'2( 11 Revicwer4) ECOMMENI) APPROVAL 0 RECOMMEND APPROVAL. AS NOTED CR.SCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:28 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 1 35 47.6 psi 2 1" CPVC 90 Eli 120 1.049 35 4.6 1 Pipe 1" PVx15 12' 150 1.101 35 2.2 1 1" Thrd Check Valve Generic NFPA Va 5' 120 1.049 35 1.8 Elevation Change 111 6" 5.0 Hydr Ref BOR Required at BASE OF RISER 35 61.2 psi 1 Pipe 2" Kx21 Copper 4' 150 1.962 35 0.0 2 2" Sweatd 90 Eli 120 2.067 35 0.2 1 2" Thrd Ball Valve "F19" 0' 0 2.067 35 0.0 4 2" CPVC 90 Eli 36' 120 2.067 35 0.6 1 Pipe 2" PVx15 120' 150 2.003 35 1.2 3 4" Flngd 90 Eli 30' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 35 5.7 1 Pipe 4" DIx18 Cl 350 - 25' 140 4.238 35 0.0 1 4" Flngd Gate Valve "722U" 2' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 Hydr Ref SC Required at Source 35 68.9 psi Water Source100..0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm 100.0 psi SAFETY PRESSURE 31.1 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 68.9 psi This is a safety margin of 31.1 psi or 31 % of Supply Maximum Water Velocity is 11.8 fps CRSCEIiT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:28 Page 3 FITTING NAME TABLE ABBREV. NAME C -Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)Al.85 / ID"4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/IDA4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are hated to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESEIT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:28 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI")) (PSI) (GPM) (GPM) (GPM/SQ.FT) 1 23.50 12.3 is 23.00 4.90 12.3 17.2 17.2 0.05 2 23.50 13.0 2S 23.00 4.90 12.9 17.6 17.2 0.05 30 23.50 13.3 Fl 11.50 44.4 W 11.50 47.6 Max velocity of 11.84 occurs in the pipe from Fl TO 30 Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:28 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF HCHTYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 1 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 is C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 1E 13.50 12.3 12.3 EqK = 4.89 1 C=150 IS 6.00 0.0 0.0 17.17 0.051 19.50 1.0 12.3 Vel = 5.84 17.63 1.101 6E 93.12 13.3 13.3 30 C=150 IT 43.00 5.2 0.0 See PATH 2 34.80 0.190 8S 136.12 25.8 13.3 Vel = 11.84 1.101 2E 7.29 44.4 44.4 Fl C=150 10.00 0.0 0.0 34.80 0.190 17.29 3.3 44.4 Vel = 11.84 W 34.80 47.6 K = 5.04 PATH 2 FROM HYDRAULIC REFERENCE 2 TO 30 17.63 1.101 1E 0.50 12.9 12.9 K = 4.90 2S C=150 5.00 -0.2 0.0 17.63 0.054 5.50 0.3 12.9 Vel = 6.00 1.101 IT 1.00 13.0 13.0 EqK = 4.89 2 C=150 5.00 0.0 0.0 17.63 0.054 6.00 0.3 13.0 Vel = 6.00 30 17.63 13.3 K = 4.83 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 4 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Code: Hazard: Remote Area Number: 2 Telephone:760-727-8540 Occupancy: RES System Type:WET Area of Sprinkler Oper. 648 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.7 psi Required: 63.4 @ Source WATER SUPPLY Water Flow Test Pump Data I Date of Test 11-29-07 I Rated Capacity 0 gpm I Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Residual Pres 95.0 psi I Elevation 0 I At a Flow of 1405 gpm I Make: I Elevation 0" I Model: Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 4 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 2 35 33.3 psi 2 1" CPVC 90 Eli 10' 120 1.049 35 4.6 1 Pipe 1" PVx15 25' 150 1.101 35 4.6 1 1" Thrd Check Valve Generic NFPA Va 5' 120 1.049 35 1.8 Elevation Change 24'6" 10.6 Hydr Ref BOR Required at BASE OF RISER 35 54.9 psi 1 Pipe 2" Kx21 Copper 4' 150 1.962 35 0.0 2 2" Sweatd 90 Eli 11' 120 2.067 35 0.2 1 2" Thrd Bali Valve "F19" 0' 0 2.067 35 0.0 4 2" CPVC 90 Ell 36' 120 2.067 35 0.6 1 Pipe 2" PVx15 200' 150 2.003 35 2.0 3 4" Flngd 90 Eli 30' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 35 5.7 1 Pipe 4" DIx18 Cl 350 25' 140 4.238 35 0.0 1 4" Flngd Gate Valve "722U" 2' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 Hydr Ref SC Required at Source 35 63.4 psi Water Source100.0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm - 100.0 psi SAFETY PRESSURE 36.6 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 63.4 psi This is a safety margin of 36.6 psi or 37 % of Supply Maximum Water Velocity is 11.8 fps CRESCENT DEL SQL ESTATES Drawing Date:11-16--07 1/25/08 10: 4 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\IP Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Fe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)^1.85 / ID"4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID"4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 4 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 3 23.50 12.3 35 23.00 4.90 12.3 17.2 17.2 0.05 4 23.50 12.9 4S 23.00 4.90 12.8 17.5 17.2 0.05 El 24.50 32.6 W 24.50 33.3 Max velocity of 11.81 occurs in the pipe from El TO W Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch. CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 4 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn PATE 1 FROM HYDRAULIC REFERENCE 3 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 3S C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 is 9.00 12.3 12.3 EqK = 4.89 3 C=150 1.00 0.0 0.0 17.17 0.051 10.00 0.5 12.3 Vel = 5.84 17.52 1.101 4E 72.17 12.9 12.9 EqK = 4.89 4 C=150 2T 35.00 -0.4 0.0 34.69 0.188 5S 107.17 20.2 12.9 Vel = 11.81 1.101 3.47 32.6 32.6 El C=150 0.00 0.0 0.0 34.69 0.188 3.47 0.7 32.6 Vel = 11.81 W 34.69 33.3 K = 6.01 17.52 1.101 iT 0.50. 12.8 12.8 K = 4.90 4S C=150 5.00 -0.2 0.0 17.52 0.053 5.50 0.3 12.8 Vel = 5.96 4 17.52 12.9 K = 4.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 1 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Code: Hazard: Remote Area Number: 3 Telephone:760-727-8 540 Occupancy: RES System Type:WET Area of Sprinkler Oper. 648 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.8 psi Required: 67.2 @ Source WATER SUPPLY Water Flow Test I Pump Data I Date of Test 11-29-07 Rated Capacity 0 gpm I Static Pressure 100.0 psi I Rated Pressure 0.0 psi Residual Pres 95.0 psi I Elevation 0 I At a Flow of 1405 gpm I Make: I Elevation 0" I Model: I Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: FLOW LOSS gpm psi TOTALS 35 36.2 psi 35 4.6 35 4.6 35 1.8 10.6 35 35 0.0 35 0.2 35 0.0 35 0.6 35 2.9 35 0.0 35 0.0 35 5.7 35 0.0 35 0.0 35 0.0 57.8 psi 1/25/08 10: 1 CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 HYDRAULIC CALCULATION DETAILS HYDRAULIC QTY DESCRIPTION LENGTH C ID Hydr Ref W Required at Hyd Area 3 2 1" CPVC 90 Eli 10' 120 1.049 1 Pipe 1" PVx15 25' 150 1.101 1 1" Thrd Check Valve Generic NFPA Va 5' 120 1.049 Elevation Change 24'6" Hydr Ref BOR Required at BASE OF RISER 1 Pipe 2" Kx21 Copper 4' 150 1.962 2 2" Sweatd 90 Eli 11' 120 2.067 1 2" Thrd Ball Valve "F19" 0' 0 2.067 4 2" CPVC 90 Eli 36' 120 2.067 1 Pipe 2" PVx15 280' 150 2.003 3 4" Flngd 90 Eli 30' 120 4.026 1 4" Flngd Tee 20' 120 4.026 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 1 Pipe 4" DIx18 Cl 350 25' 140 4.238 1 4" Flngd Gate Valve 11722U" 2' 120 4.026 1 4" Flngd Tee 20' 120 4.026 Hydr Ref SC Required at Source 35 67.2 psi Water Source100.0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm 100.0 psi SAFETY PRESSURE 32.8 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 67.2 psi This is a safety margin of 32.8 psi or 33 % of Supply Maximum Water Velocity is 11.8 fps CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 1 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T .90' Flow Thru Tee V Valve HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / IDA4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/ID/4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 1 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW. DENSITY (FT) (GPM/(PSI')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 5 23.50 12.3 5S 23.00 4.90 12.3 17.2 17.2 0.05 6 24.50 12.7 6S 23.00 4.90 13.0 17.6 17.2 0.05 20 24.50 12.9 Dl 24.50 34.5 W 24.50 36.2 Max velocity of 11.85 occurs in the pipe from 20 TO Dl Nodes with "S" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "Sn is on the branch. CRESCEI1T DEL SOL ESTATES Drawing Date:11-16-07 1/25/08 10: 1 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C't TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 5 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 5S C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 1E 9.00 12.3 12.3 EqK = 4.89 5 C=150 IT 11.00 -0.4 0.0 17.17 0.051 IS 20.00 1.0 12.3 Vel = 5.84 17.64 1.101 2E 65 80.77 12.9 12.9 20 C=150 3T 33.00 0.0 0.0 See PATH 2 34.82 0.190 2F 113.77 21.6 12.9 Vel = 11.85 1.101 8.59 34.5 34.5 Dl C=150 0.00 0.0 0.0 34.82 0.190 8.59 1.6 34.5 Vel = 11.85 W 34.82 36.2 K = 5.79 PATH 2 FROM HYDRAULIC REFERENCE 6 TO 20 17.64 1.101 1E 1.50 13.0 13.0 K = 4.90 6S C=150 5.00 -0.6 0.0 17.64 0.054 6.50 0.3 13.0 Vel = 6.00 1.101 is 4.09 12.7 12.7 EqK = 4.96 6 C=150 1.00 0.0 0.0 17.64 0.054 5.09 0.3 12.7 Vel = 6.00 20 17.64 12.9 K = 4.90 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 0 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Code: Hazard: Remote Area Number: 4 Telephone: 760-727-8540 Occupancy: RES System Type:WET Area of Sprinkler Oper. 648 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 35.1 psi Required: 64.1 @ Source WATER SUPPLY Water Flow Test Pump Data I Date of Test 11-29-07 I Rated Capacity 0 gpm I Static Pressure 100.0 psi I Rated Pressure 0.0 psi I Residual Pres 95.0 psi I Elevation 0 I At a Flow of 1405 gpm I Make: I Elevation 0" I Model: Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 0 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gym psi TOTALS Hydr Ref W Required at Hyd Area 4 35 32.5 psi 2 1" CPVC 90 Eli 10' 120 1.049 35 4.6 1 Pipe 1" PVx15 25' 150 1.101 35 4.7 1 1" Thrd Check Valve Generic NFPA Va 5' 120 1.049 35 1.8 Elevation Change 24'6" 10.6 Hydr Ref BOR Required at BASE OF RISER 35 54.3 psi 1 Pipe 2" Kx21 Copper 4' 150 1.962 35 0.0. 2 2" Sweatd 90 Eli 11' 120 2.067 35 0.2 1 2" Thrd Ball Valve "F19" 0' 0 2.067 35 0.0 4 2" CPVC 90 Eli 36' 120 2.067 35 0.6 1 Pipe 2" PV x15 310' 150 2.003 35 3.2 3 4" Flngd 90 Eli 30' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 35 5.7 1 Pipe 4" DIx18 Cl 350 25' 140 4.238 35 0.0 1 4" Flngd Gate Valve "722U" 2' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 Hydr Ref SC Required at Source 35 64.1 psi Water Source100.0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm 100.0 psi SAFETY PRESSURE 35.9 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 64.1 psi This is a safety margin of 35.9 psi or 36 % of Supply Maximum Water Velocity is 11.9 fps CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 0 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve LEGEND HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction -loss (psi) to fitting where Pf = 1 x 4.52 z (Q/C)"l.85 / ID'4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q'2/ID"4 Pn Normal pressure (psi), where Pn = Pt - Pv IM*c - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 0 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI')) (PSI) (GPM) (GPM) (GPM/SQ.FT) 7 23.50 12.3 7S 23.00 4.90 12.3 17.2 17.2 0.05 8 24.50 13.1 8S 23.00 4.90 13.4 17.9 17.2 0.06 Cl 24.50 31.5 W 24.50 32.5 Max velocity of 11.94 occurs in the pipe from 8 TO Cl Nodes with "Sn indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10: 0 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 7 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 7S C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 2E 11.79 12.3 12.3 EqK = 4.89 7 C=150 iS 11.00 -0.4 0.0 17.17 0.051 22.79 1.2 12.3 Vel = 5.84 17.92 1.101 1E 6S 77.66 13.1 13.1 EqK = 4.95 8 C=150 iT 18.00 0.0 0.0 35.09 0.193 2F 95.66 18.4 13.1 Vel = 11.94 1.101 5.09 31.5 31.5 Cl C=150 0.00 0.0 0.0 35.09 0.193 5.09 1.0 31.5 Vel = 11.94 W 35.09 32.5 K = 6.16 17.92 1.101 iT 1.50 13.4 13.4 K = 4.90 85 C=150 5.00 -0.6 0.0 17.92 0.056 6.50 0.4 13.4 Vel = 6.10 8 17.92 13.1 K = 4.95 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CR$SCEIJT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 9:53 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Remote Area Number: 5 Telephone:760-727-8540 Occupancy: RES Code: Hazard: System Type:WET Area of Sprinkler Oper. 648 sq ftl Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.7 psi Required: 61.6 @ Source WATER SUPPLY Water Flow Test I Date of Test 11-29-07 I Static Pressure 100.0 psi I Residual Pres 95.0 psi I At a Flow of 1405 gpm I Elevation 0" I Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: CRESCENT DEL SOL ESTATES Drawing Date:11-16-07 1/25/08 9:53 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpm psi TOTALS Hydr Ref W Required at Hyd Area 5 35 29.6 psi 2 1" CPVC 90 Eli 10' 120 1.049 35 4.6 1 Pipe 1" PVx15 25' 150 1.101 35 4.6 1 1" Thrd Check Valve Generic NFPA Va 5' 120 1.049 35 1.8 Elevation Change 241 6" 10.6 Hydr Ref BOR Required at BASE OF RISER 35 51.2 psi 1. Pipe 2" Kx2l Copper 4' 150 1.962 35 0.0 2 2" Sweatd 90 Eli 11' 120 2.067 35 0.2 1 2" Thrd Ball Valve "F19" Of 0 2.067 35 0.0 4 2" CPVC 90 Eli 36' 120 2.067 35 0.6 1 Pipe 2" PVx15 380' 150 2.003 35 3.9 3 4" Flngd 90 Eli 30' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 35 5.7 1 Pipe 4" DIx18 Cl 350 25' 140 4.238 35 0.0 1 4" Flngd Gate Valve "722U" 2' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 Hydr Ref SC Required at Source 35 61.6 psi Water Source100.0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm 100.0 psi SAFETY PRESSURE 38.4 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 61.6 psi This is a safety margin of 38.4 psi or 38 % of Supply Maximum Water Velocity is 11.8 fps CRESCENT DEL SOL ESTATES Drawing Date:11-16-07 1/25/08 9:53 I Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)"1.85 / IDA4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x QA2/ID4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 9:53 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI-;I)) (PSI) (GPM) (GPM) (GPM/SQ.FT) 9 23.50 12.3 9S 23.00 4.90 12.3 17.2 17.2 0.05 10 23.50 12.9 lOS 23.00 4.90 12.8 17.6 17.2 0.05 Bi 24.50 28.5 W 24.50 29.6 Max :velocity of 11.82 occurs in the pipe from W TO B]. Nodes with'IS" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "5" is on the branch. CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 9:53 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 1 FROM HYDRAULIC REFERENCE 9 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 9S C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 is 10.00 12.3 12.3 EqK = 4.89 9 C=150 1.00 0.0 0.0 17.17 0.051 11.00 0.6 12.3 Vel = 5.84 17.55 1.101 3E 54.91 12.9 12.9 EqK = 4.89 10 C=150 iT 30.00 -0.4 0.0 34.73 0.189 6S 84.91 16.0 12.9 Vel = 11.82 1.101 5.87 28.5 28.5 B1 C=150 0.00 0.0 0.0 34.73 0.189 5.87 1.1 28.5 Vel = 11.82 W 34.73 29.6 K = 6.38 17.55 1.101 iT 0.50 12.8 12.8 K = 4.90 lOS C=150 5.00 -0.2 0.0 17.55 0.053 5.50 0.3 12.8 Vel = 5.97 10 17.55 12.9 K = 4.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:50 HYDRAULIC DESIGN INFORMATION SHEET Job Name: CRESCENT DEL SOL ESTATES Location: 234/236 DATE AVENUE CARLSBAD, CA Drawing Date: 11-16-07 Contractor: VANGUARD FIRE PROTECTION 925 POINSETTIA SUITE 11 VISTA, CA 92081 Designer: S.B. Calculated By: SprinkCAD www.sprinkcad.com 451 N. Cannon Ave. Lansdale, PA 19446 Construction: V-NR Reviewing Authorities:CARLSBAD FD SYSTEM DESIGN Remote Area Number: 6 Telephone: 760-727-8540 Occupancy: RES Code: Hazard: System Type:WET Area of Sprinkler Oper. 648 sq ftP Sprinkler or Nozzle Density (gpm/sq ft) 0.053 I Make: TYCO Area per Sprinkler 324.0 sq ftl Model: LFII Hose Allowance Inside 0 gpm I K-Factor: 4.90 Hose Allowance Outside 0 gpm I Temperature Rating: 155 CALCULATION SUMMARY 2 Flowing Outlets gpm Required: 34.8 psi Required: 63.6 @ Source WATER SUPPLY Water Flow Test Date of Test 11-29-07 Static Pressure 100.0 psi Residual Pres 95.0 psi At a Flow of 1405 gpm Elevation 0" Pump Data Rated Capacity 0 gpm Rated Pressure 0.0 psi Elevation 0 Make: Model: Location: SITE Source of Information: VNGRD FLOW TEST SYSTEM VOLUME 174 Gallons Notes: CRESCENT DEL SOL ESTATES Drawing Date:11-16-07 1/25/08 10:50 HYDRAULIC CALCULATION DETAILS HYDRAULIC FLOW LOSS QTY DESCRIPTION LENGTH C ID gpin psi TOTALS Hydr Ref W Required at Hyd Area 6 35 31.6 psi 2 1" CPVC 90 Eli 10' 120 1.049 35 4.6 1 Pipe 1" PVx15 24' 150 1.101 35 4.4 1 1" Thrd Check Valve Generic NFPA Va. 5' 120 1.049' 35 1.8 Elevation Change 23'6" 10.2 Hydr Ref BOR Required at BASE OF RISER 35 52.6 psi 1 Pipe 2" Kx21 Copper 4' 150 1.962 35 0.0 2 2" Sweatd 90 Eli 11' 120 2.067 35 0.2 1 2" Thrd Bail Valve "F19" 0' 0 2.067 35 0.0 4 2" CPVC 90 Eli 36' 120 2.067 35 0.6 1 Pipe 2" PVx15 440' 150 2.003 35 4.5 3 4" Flngd 90 Eli 30' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 1 4" Flngd Back Flow Valve FEBCO 11876 CHART LOSS 35 5.7 1 Pipe 4" DIx18 Cl 350 25" 140 4.238 35 0.0 1 4" Flngd Gate Valve "7220" 2' 120 4.026 35 0.0 1 4" Flngd Tee 20' 120 4.026 35 0.0 Hydr Ref SC Required at Source 35 63.6 psi Water Source100.0 psi static, 95.0 psi residual @ 1405 gpm 35 gpm 100.0 psi SAFETY PRESSURE 36.4 psi Available Pressure of 100.0 psi Exceeds Required Pressure of 63.6 psi This is a safety margin of 36.4 psi or 36 % of Supply Maximum Water Velocity is 11.8 fps CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:50 Page 3 FITTING NAME TABLE ABBREV. NAME C Coupling E 90' Standard Elbow F 45' Elbow S Straight Flow Thru Tee T 90' Flow Thru Tee V Valve HYD REF Hydraulic reference. Refer to accompanying flow diagram. - K FACTOR Flow factor for open head or path where Flow (gpm) = K x -\/P Qa Flow added or subtracted Qt Total flow DIA Actual internal diameter of pipe C Hazen Williams pipe roughness factor Pf/ft Friction loss per foot of pipe PIPE Length of pipe FTNG'S Number of fittings. See table above. TOTAL Total length (PIPE + FTNG'S) Pt Total pressure (psi) at fitting Pe Pressure due to change in elevation where Pe = 0.433 x change in elevation Pf Friction loss (psi) to fitting where Pf = 1 x 4.52 x (Q/C)'l.85 / ID"4.87 Pv Velocity pressure (psi) where Pv = 0.001123 x Q"2/ID'4 Pn Normal pressure (psi), where Pn = Pt - Pv NOTES: - Pressures are balanced to 0.01 psi. Pressures are listed to 0.1 psi. Addition may vary by 0.1 psi due to accumulation of round off. - Calculations conform to NFPA 13. - Velocity Pressures are not considered in these Calculations CRESCENT DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:50 Page 4 NODE ELEVATION SPRINKLER PRESSURE ACTUAL MINIMUM ACTUAL NUMBER K-FACTOR FLOW FLOW DENSITY (FT) (GPM/(PSI'4)). (PSI) (GPM) (GPM) (GPM/SQ.FT) 11 23.50 12.3 115 23.00 4.90 12.3. 17.2 17.2 0.05 12 23.50 13.0 12S 23.00 4.90 12.9 17.6 17.2 0.05 Al 24.50 29.9 W 24.50 31.6 Max velocity of 11.83 occurs in the pipe from 12 TO Al Nodes with "5" indicate a node at the top of a sprig or bottom of drop pendent. The node without an "S" is on the branch. CR.ESCEIS)T DEL SQL ESTATES Drawing Date:11-16-07 1/25/08 10:50 Tyco Fire Products Page 5 HYD. Qa DIA. FITTING PIPE Pt Pt REF "C" TYPES FTNG'S Pe Pv ******* NOTES POINT Qt Pf/ft TOTAL Pf Pn PATH 2. FROM HYDRAULIC REFERENCE 11 TO W (PRIMARY PATH) 17.17 1.101 1E 0.50 12.3 12.3 K = 4.90 uS C=150 5.00 -0.2 0.0 17.17 0.051 5.50 0.3 12.3 Vel = 5.84 1.101 is 11.31 12.3 12.3 EqK = 4.89 11 C=150 1.00 0.0 0.0 17.17 0.051 12.31 0.6 12.3 Vel = 5.84 17.60 1.101 7E 51.45 13.0 13.0 EqK = 4.89 12 C=150 5S 40.00 -0.4 0.0 34.77 0.189 91.45 17.3 13.0 Vel = 11.83 1.101 9.16 29.9 29.9 Al C=150 0.00 0.0 0.0 34.77 0.189 9.16 1.7 29.9 Vel = 11.83 W 34.77 31.6 K = 6.19 17.60 1.101 iT 0.50 12.9 12.9 K = 4.90 125 C=150 5.00 -0.2 0.0 17.60 0.054 5.50 0.3 12.9 Vel = 5.99 12 17.60 13.0 K = 4.89 UNITS - DIAMETER (INCH) LENGTH (FOOT) FLOW (GPM) PRESSURE (PSI) tqco Ffre & Building IlProducts Technical Services: Tel: (800) 381-9312/ Fax: (800) 791-5500 if rapid response HOME FIRE SPRINKLER SYSTEM Series LFil Residential Concealed Pendent Sprinklers, Flat Plate 49 K-factor General Description The Series LFlI (1Y3596) Residential Concealed Pendent Sprinklers are decorative, fast response, fusible sol- der sprinklers designed for use in resi- dential occupancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFl! (TY3596) provides 1/2 Inch (12,7 mm) vertical adjustment. This adjustment reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut to help assure a perfect fit installation. The Series LFll are to be used In wet pipe residential sprinkler systems for one- and two-family dwellings and mo- bile homes per NFPA 13D; wet pipe residential sprinkler systems for resi- dential occupancies up to and includ- ing four stories in height per NFPA 1311; or, wet pipe sprinkler systems for the residential portions of any occu- pancy per NFPA 13. The Series LFIl (TY3596) has a 4.9 (60,5) K-factor that provides the re- quired residential flow rates at reduced IMPORTANT Always refer to Technical Data Sheet TFP700 for the 'INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and in- stallation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate In a fire situation or cause it to operate prematurely. Page 1 Of 4 pressures, enabling smaller pipe sizes and water supply requirements. The Series LFll (1Y3596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFll (TY3596) Residential Concealed Pendant Sprinklers are shipped with a Disposable Protective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being in- stalled or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into plas- ter board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling in- stallation is complete the Protective Cap is removed and the Cover Plate Assembly installed. WARNINGS The Series LFII (1Y3596) Residential Concealed Pendent Sprinklers de- scribed herein must be installed and maintained In compliance with this document, as well as with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may Impair the performance of these de- vices. The owner is responsible for maintain- ing their fire protection system and de- vices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. SprinkleriModel Identification Number SIN TY3596 JANUARY, 2006 Technical Data Approvals: UL and C-UL Listed. Maximum Working Pressure: 175 psi (12,1 bar) Discharge Coefficient: K = 4.9 GPM/pslll2 (70,6 LPM/barl/2) Temperature Rating: 160°F/710C Sprinkler with 135°F/57°C Cover Plate Vertical Adjustment: 1/2 inch (12,7 mm) Finishes: Cover Plate: Flat White, Bright White, Chrome, or Custom Physical Characteristics: Body ..............Brass Cap ..............Bronze Saddle .............Brass Sealing Assembly .......... Beryllium Nickel w/ Teflonf Soldered Link Halves .....Nickel Lever .............Bronze Compression Screw ......Brass Deflector ......Copper or Brass Guide Pin Housing .....Bronze TFP442 P Page 2 of 4 TFP442 Minimum Flow IN and Maximum Maximum Residual Pressure Coverage Area (a) Spacing Ft. For Horizontal Ceiling (Max. 2 Inch Rise Ft. x Ft. (m) for 12 Inch Run) (mx m) 160"F171"C Sprinkler 12x12 12 I3 GPM (49,2LPM) (3,7 x 3,7) (3,7) 7.0 psi (0.48 bar) 14x14 14 I3 GPM (53,OLPM) (4,3 x 4,3) (4,3) 7.0 psi (0.48 bar) 16x16 16 I3 GPM (60,6LPM) (4,9 x 4,9) (4,9) 7.0 psi (0,48 bar) 18x18 18 17 GPM (64,3 LPM) (5.5 x 5.5) (515) 12.0 psi (0.83 bar) 20 x 20 20 20 GPM (75,7 1PM) (6,1x6,1) (6,1) 16.7 psi (1,l5bar) For coverage area dimensions less than or between those indicated, it is necessary to use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. Requirement is based on minimum flow in GPM (1PM) from each sprinkler. The associated residual pressures are calculated using the nominal K-factor. Refer to Hydraulic Design Criteria Section for details. TABLE A NFPA 13D AND NFPA 13R WET PIPE HYDRAULIC DESIGN CRITERIA FOR THE SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER Guide Pins ......Stainless Steel Support Cup ..........Steel Cover Plate ..........Copper Retainer ............Brass Cover Plate Ejection Spring ..... ............Stainless Steel tDuPont Registered Trademark Operation When exposed to heat from a fire, the Cover Plate, which is normally sol- dered to the Support Cup at three points, falls away to expose the Sprin- kler Assembly. At this point the Deflec- tor supported by the Arms drops down to its operated position. The fusible link of the Sprinkler Assembly is com- prised of two link halves that are sol- dered together with a thin layer of sol- der. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprin- kler to activate and flow water. Design Criteria The Series LFll (1Y3596) Residential Concealed Pendent Sprinklers are UL and C-UL Listed for installation in ac- cordance with the following criteria. NOTE When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufacturer's recommendations that may be accept- able to the Authority Having Jurisdic- tion. System Type. Only wet pipe systems may be utilized. Hydraulic Design. The minimum re- quired sprinkler flow rate for systems designed to NFPA 13D or NFPA 13R are given in Table A as a function of temperature rating and the maximum allowable coverage areas. The sprin- kler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: The flow rates given in Table A for NFPA 13D and 13R as a function of temperature rating and the maxi- mum allowable coverage area. A minimum discharge of 0.1 gpm/sq. ft. over the "design area" comprised of the four most hydraulically de- manding sprinklers for the actual coverage areas being protected by the four sprinklers. Obstruction To Water Distribution. Locations of sprinklers are to be in accordance with the obstruction rules of NFPA 13 for residential sprinklers. Operational Sensitivity. The sprin- klers are to be installed relative to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing. The minimum spacing between sprinklers is 8 feet (2,4 m). The maximum spacing be- tween sprinklers cannot exceed the length of the coverage area (Ref. Ta- ble A) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation The Series IFlI (TY3596) must be in- stalled in accordance with the follow- ing instructions: NOTES Damage to the fusible Link Assembly during Installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible link Assembly). A leak tight 1/2 inch NPTsprinklerjoint should be obtained with a torque of 7 to 14 ft.lbs. (9,5 to 19,0 Nm). A maxi- TFP442 BODY SEALING (112" NPT) ASSEMBLY SUPPORT COMPRESSION CUP WITH SCREW ROLL FORMED THREADS LEVER GUIDE I PIN ..I / SOLDER LINK ELEMENT GUIDE PIN /1 HOUSING I I I --" - DEFLECTOR DEFLECTOR' ________________ POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY I THREAD INTO RETAINER SUPPORT CUP WITH THREAD UNTIL MOUNTING II - DIMPLES SURFACE IS 0 FLUSH WITH U EJECTION CEILING II Ii SPRING SOLDER COVER PLATE/RETAINER "— COVER TAB ASSEMBLY PLATE FIGURE 1 SERIES LFII (TY3596) RESIDENTML CONCEALED PENDENT SPRINKLER Page 3 of 4 mum of 21 ft.lbs. (28,5 Nm) of torque is to be Used to install sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leak- age or Impairment of the sprinkler. Do not attempt to compensate for in- sufficient adjustment in the Cover Plate/Retainer Assembly by under- or over-tightening the Sprinkler. Read- just the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant ap- plied to the pipe threads, and using the W-Type 18 Wrench shown in Fig- ure 2, install and tighten the Sprink- ler/Support Cup Assembly into the fit- ting. The W-Type 18 Wrench will accept a 1/2 inch ratchet drive. WRENCH RECESS 0 PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W-TYPE 18 SPRINKLER WRENCH 2-1/2" DIA. r-T (63.5 mm) 1/2" NPT.. - 1/2"(12,7 mm) FACE OF THREADED SPRINKLER ADJUSTMENT FITTING SPRINKLER- SUPPORT CUP ASSEMBLY 1/8" GAP 1-1/8"*1/8" (47.6 mm *3,2 mm) - S I COVER- SPRINKLER- I MOUNTING RETAINER SUPPORT CUP 3/16" 1 SURFACE ASSEMBLY ASSEMBLY (4,8 mm) 3-3/16" DIA. (81,0 mm) TIP DISPOSABLE PROTECTIVE CAP DEFLECTOR IN OPERATED POSITION FIGURE 3 SERIES LFII (TY3596) RESIDENTIAL CONCEALED PENDENT SPRINKLER INSTALLATION DIMENSIONS / PROTECTIVE CAP IACTIVA TED DEFLECTOR MasterSeries® 876V Double Check Detector Assemblies Size:21h" - 10' (65mm - 250mm) The FEBCO MasterSeriese 876V Double Check Detector Assemblies are designed for use in non-health hazard fire sprinkler systems. Standard orientation is inlet flow vertical up, outlet flow vertical down. Vertical orientation is inlet and outlet flow vertical up. Shutoff Valves: Trim: Elastomer Discs: Spring: Ductile iron Grade 6$45.12 Fusion epoxy coated internal and external AWWA C550-90 OS&Y resilient wedge gate valves AWWA C509 Bronze EPDM Stainless steel MODEL 816V DOUBLE CHECK DETECTOR ASSEMBLY (Shown in vertical orientation) U.S. Potent No. 4,989,635 • U.S. Patent No. 5,107,888 U.S. Patent No. 5,385,166 • U.S. Patent No. 5,226,441 U.S. Patent No. 5,392,803 • U.S. Patent No. 5,503,176 Models Valve Setter with MJ x MJ, MJ x FL or FL x FL ends End Connections —Flanged ANSI B16.1 Class 125 Pressure - Temperature Maximum Working Pressure: 175ps1 (12.1 bar) Hydrostatic Test Press: 350ps1 (24.1 bar) Temperature Range: 32°F to 140°F (0°C to 60°C) Approvals - Standards a ANSVAWNA (C510) Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. ec® eFM >. Approved c®us 1048 064.5 'Less gate not FM approved. Less gate not UL Classified unless installed with UL Listed gate valves MODEL 876V DOUBLE CHECK DETECTOR ASSEMBLY (Shown in standard orientation) Job Name Contractor Job Location Approval Engineer Contractor's PO. No. Approval Representative FEBCO product specifications . customary units and metric are approximate and are provided for reference only. For precise me- kPa pal 11 6" (200mm) ---.. - 1000 3893 5580 7560 9460 ________ 119 1v 91 14 83 12 69 to 558 41 6 284 14 2 00 pm 11350 1pm Installation Standard orientation (Series 876V) 18" mm (450mm) PAW verticar orientation (Series 876V) 18"min + (450mm) 4- I L Flow ri_ 18"min 8"min U '1(450mm) Flow 10 mm 0mm) Colin 000mm) Support (QjlUI1) 'bfl (~~shipeed by customer) for valve weight only. Optional Valve . . Recommended minimum clearances S er from permanent structures for ease of testing and maintenance are shown on above drawings. Capacity liPa pal 2Yz"(65mm) kPa pal 6" (150mm) lie is 110 16 97 14 97 14 to 12 83 12 28 4 14 2 0 50 100 150 200 250 300 am 0 190 380 570 760 950 1140 Ipm 0 700 1520 2200 3040 3800 4540 5300 1pm kP. psi kPa psi 124 18 ItO 16 69 to 41 21 4 14 2 0 300 A-Vertical orientation 8-Standard orientation 4" (100mm) B 760 1140 1520 1900 2280 2660 110 10 97 14 13 12 69 10 00558 41 8 284 14 2 00 10" (250mm) gpm 0 38400 7500 11350 15140 18530 1pm The 6' and 10" flow curves (B-standard orientation) include the Setter Sofas 611. FEBCO Valve I CERTIFIED1 J9Oo1 A Division of Wafts Water Technologies, Inc. USA; 4381 N. Brawiey • Ste. 102 • Fresno, CA • 93722 • Tel. (559) 441-5300 • Fax (559) 441-5301 • www.FEBCOonllne.cOm Canada: 5435 North Service Rd. • eufllngton, ONE • IlL 5H7 9 Tel. (905) 3324090 • Fax: (905) 332-7068 • Www.FEBCOonhine.ca