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HomeMy WebLinkAboutF18-0062_approved documents_1540496973.pdf75 South Frontage Road West, Vail, CO 81657 Office: 970.479.2139 Inspections: inspections@vailgov.com Fire - Construction Permit F18-0062 Issued: 10/25/2018 TOWN OF VAIL Property Information Address: 3245 KATSOS RANCH RD E (210102301041 E) ( 210102301041 ) Unit #: E Parcel Number: 210102301041 Legal Description: Subdivision: VAIL VILLAGE FILING 12 Block: 1 Lot: 8 PARCEL A BK-0245 PG-0783 WD 03-25-76 BK- 0592 PG-0770 WD 10-19-92 Contacts Contact Type: Applicant Full Name: Don Anderson Address: PO Box 3940 331 Metcalf Rd Avon, CO 81620 Phone: 9707488888 Contact Type: Property Owner Full Name: JOHNSON, TAIT GARRETT WILLIAM & SARAH POHLMANN Address: Phone: None Contractor Contractor Type: Fire Protection Company: Meridian Intermountain/Vail Electronics State License #:Phone: 970-748-8888 Project Information Project Name: Johnson Residence 2018 (3245 Katsos Ranch Rd) Project Description: Install fire sprinkler system. Fees Paid Account #: 001-0000.31111.00 - Fire Suppression Permit Fee Fee Amount:$1,049.75 Account #: 001-0000.31123.00 - Fire Suppression Review Fee Fee Amount:$792.00 Total Paid:$1,841.75 Conditions Issued By: Town of Vail Fire and Emergency Services Department NOTICE: By issuance of this Permit the applicant agrees to comply to all Titles of the Town of Vail Code and all applicable State and Federal law. Failure to do so will void this Permit and the applicant shall forfeit all applicable fees. 2/8/2017 69 Adjustable Swivel Ring ­ Pipe Hangers & Hardware | Anvil http://www.anvilintl.com/products/pipe­hangers­and­hardware/pipe­rings/69­figure­adjustable­swivel­ring 1/2 FIG 69 69 Adjustable Swivel Ring Product Data Sheets Figure 69 Submittal Info Sheet Part Info Sheet Loading and Dimensions Technical & CAD Data CAD Drawing for 69 Adjustable Swivel Ring FM Approved ULus Listed Listings, Approvals & Certifications Login | Create a Submittal Account Pipe Hangers & Hardware > Pipe Rings PRODUCTS Grooved Gruvlok® Gruvlok® Fire Protection SPF Grooved Engineered Pipe Supports Spring Hangers Constant Supports Vibration Control & Sway Brace Sway Strut Assembly Snubbers Special Design Products Pipe Hangers & Hardware Copper Tubing Hangers Stainless Steel Hangers Pipe Rings Clevis Steel Pipe Clamps Socket Clamps Beam Clamps Structural Attachments Brackets Ceiling Plates & Ceiling Flanges Concrete Inserts & Attachments Hanger Rods & Accessories Rod Attachments Bolts, Nuts, Pins & U­Bolts Straps Pipe Supports Trapeze Pipe Shields & Saddles Pipe Rolls Pipe Guide & Slides Seismic Sway Bracing And TriFlexLoop For Fire Protection Pipe Brace Clamps Structural Attachments Restraints Sway Brace Attachment TriFlexLoop Pipe Fittings Anvil Pipe Fittings SPF Pipe Fittings Strut & Strut Fittings Channels Channel Nuts Channel Hardware Beam Clamps Flat Plates Home | News | Careers | Contact Us | Submittal Manager Size Range: 1/2" through 8" Material: Carbon steel Finish: Strap is Pre­Galvanized Zinc Material. Nut is Zinc Plated. Service: Recommended for suspension of non­insulated stationary pipe line. Maximum Temperature: 650° F Approvals: Complies with Federal Specification A­A­1192A (Type 10), WW­H­171­E (Type 10), ANSI/MSS SP­69 and MSS SP­58 (Type 10). UL Listed and FM Approved (Sizes 3/4" ­ 8"). Features: Threads are countersunk so that they cannot become burred or damaged. Knurled swivel nut provides vertical adjustment after piping is in place. Captured swivel nut in the 1/2" through 6" sizes. The capture is permanent in the bottom portion of the band, allowing the hanger to be opened during installation if desired, but not allowing the nut to fall completely out. Ordering: Specify size, figure number and name. Note: The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Metric nut available upon request. Non­captured nut also available upon request. ABOUT US BRANDS INDUSTRIES PRODUCTS ENGINEERING RESOURCES PROJECT ACCELERATION LITERATURE & PRICE SHEETS PRODUCT SEARCH 2/8/2017 69 Adjustable Swivel Ring ­ Pipe Hangers & Hardware | Anvil http://www.anvilintl.com/products/pipe­hangers­and­hardware/pipe­rings/69­figure­adjustable­swivel­ring 2/2 About Us About Anvil Building Connections History Plant Locations Customer Service Centers Tradeshows Published Articles Brands Anvil Gruvlok SPF Beck Anvil­Strut J.B. Smith Merit Catawissa Anvil EPS Mueller NAP Products Grooved Engineered Pipe Supports Pipe Hangers & Hardware Seismic Sway Bracing Pipe Fittings Strut & Strut Fittings Coated Products Mueller UL / FM Valves Industries Mechanical & Industrial Fire Protection Energy Splice Clevises "U" Supports "Z" Supports Angle Fittings & Connectors Wing Fittings Brackets Post Bases Trolleys & Accessories Pipe & Conduit Supports Concrete Inserts End Caps Miscellaneous Fittings Anvil Rooftop Products HBM­Support HBM­HPC Series HBM­CE5 Extension Series HBS ­ Support HBS ­ CB Bridge Series HBS ­ CE Extension Series HBS ­ Roller Series HBS ­ CES Series HBS ­ DSFW Fixed Width Duct Support HBS ­ DSAW Adjustable Duct Support HBS­PH Light Duty Pipe Hanger Support HBS­PH Medium Duty Pipe Hanger Support HBS­PH Heavy Duty Pipe Hanger Support Coated Products Coated Products Valves Mueller UL/FM Valves Hydronic Balancing Valves Grooved Valves Valve Accessories Anvil International is a subsidiary of Mueller Water Products, Inc. ©2017 Anvil International Legal and Privacy Statement Transparency in Supply Chains Act Disclosure Sitemap Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 1 1200.00 3.000 3.000 Water Supply 157 50.00 55.000 50.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 KATSOS LOT 25 VAIL, CO MASTER 10-4-2018.cad Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 59.06 @ 0.000 Water Supply at Node 1 (1200.00, 0.00, 3.000, 3.000) 0.10gpm/ft² 4.7 K-Factor 14.56 at 9.600 130ft² 900ft² (Actual 308ft²) 4 Pumps: Static = Churn (Pressure @ Zero Flow) Density +3.000 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 59.06 0.00 © M.E.P.CAD, Inc. 10/5/2018 Page 1AutoSPRINK 2018 v14.2.12.0 10:44:34AM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 157 44.376 31.417 12.95950.00 50.000 55.000 59.06 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 59.06 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 97.79gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 308ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -9.959 Right: -9.959 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 15.08 between nodes 157 and 112 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System VAIL, CO Job Site/Building LOT 25 AHJ KATSOS Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 25 Name of Contractor: Meridian Intermountain Address 1 P. O. Box 3940 Address 2 Avon, Colorado 81620 Contact Name Contact Title ExtensionPhone 970-748-8888 FAX E-mail Web-Site Jerry Goss Address 3 Address 1 Address 2 Drawing Name MASTER 10-4-2018.cad System Flow Demand 59.06 Remote Area(s) Address 3 10/5/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 10:44:38AM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 157 44.376 31.417 12.95950.00 50.000 55.000 59.06 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 59.06 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 97.79gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 308ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -9.959 Right: -9.959 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 15.08 between nodes 157 and 112 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System VAIL, CO Job Site/Building LOT 25 AHJ KATSOS Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 25 Name of Contractor: Meridian Intermountain Address 1 P. O. Box 3940 Address 2 Avon, Colorado 81620 Contact Name Contact Title ExtensionPhone 970-748-8888 FAX E-mail Web-Site Jerry Goss Address 3 Address 1 Address 2 Drawing Name MASTER 10-4-2018.cad System Flow Demand 59.06 Remote Area(s) Address 3 10/5/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 10:44:38AM Hydraulic Graph Report Description: Job Number: 1 3.000 @ 1200.00 Residual: Pressure 3.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 0.00 0.000 @ 0.00 Available Pressure at Time of Test 3.000 @ 1200.00 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 10/5/2018 Page 4AutoSPRINK 2018 v14.2.12.0 10:44:39AM Hydraulic Graph Report Description: Job Number: 1 0.000 @ 0.00 Residual: Pressure 0.000 Static: Pressure Pump at Node 157 Hydraulic Graph Pump at Node 157 Churn Pressure 55.000 31.417 @ 59.06 Available Pressure at Time of Test Static + Churn Pressure 55.000 Rated Pump Pressure Available Pressure at Pump Discharge 50.000 @ 50.00 44.376 @ 59.060.000 @ 0.00 System Demand © M.E.P.CAD, Inc. 10/5/2018 Page 5AutoSPRINK 2018 v14.2.12.0 10:44:39AM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 244 14.84 14.56 4.7 9.974 Sprinkler 245 15.01 14.56 4.7 10.194 Sprinkler 254 14.56 14.56 4.7 9.600 Sprinkler 262 14.65 14.56 4.7 9.710 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 10/5/2018 Page 6AutoSPRINK 2018 v14.2.12.0 10:44:41AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0250 14.56 5.66 0.053595 1'-11½ 0.612 254 -30'-11½ 14.56 4.7 9.600 9'-5½ -0.424 139 -30'-0 9.788 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) Pf Pe Pv BL 1.2650 29.21 7.46 0.069721 5'-10½ 0.823 139 -30'-0 14.65 9.788 5'-11 112 -30'-0 10.611 11'-9½ 150 Flow (q) from Route 2 T(5'-11) Pf Pe Pv BL 1.2650 59.06 15.08 0.256477 91'-6 34.365 112 -30'-0 29.85 10.611 42'-6 -13.559 157 1'-3½ 31.417 134'-0 150 Flow (q) from Route 3 4T(5'-11), 4Z, 8LtE(1'-11½), E(2'-11 ½) Pump Velocity 157 59.06 31.417 155 -12.959 Q=59.06 5.65 Rating: 50.000 @ 50.00 Churn Pressure: 55.000 59.06 0.00 Hose Allowance At Source 157 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0250 14.65 5.69 0.054162 1'-11½ 0.399 262 -30'-11½ 14.65 4.7 9.710 5'-5 -0.424 154 -30'-0 9.685 7'-4½ 150 Sprinkler, LtE(2'-8½), E(2'-8½) Pf Pe Pv BL 1.2650 14.65 3.74 0.019442 5'-3½ 0.103 154 -30'-0 9.685 139 -30'-0 9.788 5'-3½ 150 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0250 14.84 5.77 0.055523 10'-2½ 0.868 244 -30'-11½ 14.84 4.7 9.974 5'-5 -0.424 111 -30'-0 10.417 15'-7½ 150 Sprinkler, 2LtE(2'-8½) Pf Pe Pv BL 1.2650 29.85 7.62 0.072581 2'-8 0.194 111 -30'-0 15.01 10.417 112 -30'-0 10.611 2'-8 150 Flow (q) from Route 4 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0250 15.01 5.83 0.056657 1'-11½ 0.647 245 -30'-11½ 15.01 4.7 10.194 9'-5½ -0.424 111 -30'-0 10.417 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) 1.51 4.87) ( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 10/5/2018 Page 7AutoSPRINK 2018 v14.2.12.0 10:44:43AM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMVWater Meter Valve Z Cap © M.E.P.CAD, Inc. 10/5/2018 Page 8AutoSPRINK 2018 v14.2.12.0 10:44:43AM Flow Diagram (Top View) Report Description: Job Number: 1 © M.E.P.CAD, Inc. 10/5/2018 Page 9AutoSPRINK 2018 v14.2.12.0 10:44:45AM Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 1 1200.00 3.000 3.000 Water Supply 148 75.00 77.000 70.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 LaNonna MASTER 9-8-2018.cad Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 29.29 @ 0.000 Water Supply at Node 1 (1200.00, 0.00, 3.000, 3.000) 0.05gpm/ft² 4.7 K-Factor 14.56 at 9.600 130ft² 900ft² (Actual 172ft²) 2 Pumps: Static = Churn (Pressure @ Zero Flow) Density +3.000 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 29.29 0.00 © M.E.P.CAD, Inc. 9/10/2018 Page 1AutoSPRINK 2018 v14.2.12.0 4:24:49PM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 148 75.797 6.029 69.76875.00 70.000 77.000 29.29 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 29.29 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 36.18gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 172ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -67.016 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 7.48 between nodes 148 and 109 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ LaNonna Job State Certification/License NumberJob Name: 1 Contractor Contractor Number Name of Contractor: Address 1 Address 2 Contact Name Contact Title ExtensionPhone FAX E-mail Web-SiteAddress 3 Address 1 Address 2 Drawing Name MASTER 9-8-2018.cad System Flow Demand 29.29 Remote Area(s) Address 3 9/10/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 4:24:53PM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 148 75.797 6.029 69.76875.00 70.000 77.000 29.29 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 29.29 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 36.18gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 172ft²) 2 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -67.016 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 7.48 between nodes 148 and 109 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ LaNonna Job State Certification/License NumberJob Name: 1 Contractor Contractor Number Name of Contractor: Address 1 Address 2 Contact Name Contact Title ExtensionPhone FAX E-mail Web-SiteAddress 3 Address 1 Address 2 Drawing Name MASTER 9-8-2018.cad System Flow Demand 29.29 Remote Area(s) Address 3 9/10/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 4:24:53PM Hydraulic Graph Report Description: Job Number: 1 3.000 @ 1200.00 Residual: Pressure 3.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 0.00 0.000 @ 0.00 Available Pressure at Time of Test 3.000 @ 1200.00 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 9/10/2018 Page 4AutoSPRINK 2018 v14.2.12.0 4:24:55PM Hydraulic Graph Report Description: Job Number: 1 0.000 @ 0.00 Residual: Pressure 0.000 Static: Pressure Pump at Node 148 Hydraulic Graph Pump at Node 148 Churn Pressure 77.000 6.029 @ 29.29 Available Pressure at Time of Test Static + Churn Pressure 77.000 Rated Pump Pressure Available Pressure at Pump Discharge 70.000 @ 75.00 75.797 @ 29.290.000 @ 0.00 System Demand © M.E.P.CAD, Inc. 9/10/2018 Page 5AutoSPRINK 2018 v14.2.12.0 4:24:55PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 242 14.56 14.56 4.7 9.600 Sprinkler 243 14.72 14.56 4.7 9.813 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 9/10/2018 Page 6AutoSPRINK 2018 v14.2.12.0 4:24:57PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0250 14.56 5.66 0.053595 10'-2½ 0.837 242 -30'-11½ 14.56 4.7 9.600 5'-5 -0.424 109 -30'-0 10.013 15'-7½ 150 Sprinkler, 2LtE(2'-8½) Pf Pe Pv BL 1.2650 29.29 7.48 0.070063 94'-2 9.575 109 -30'-0 14.72 10.013 42'-6 -13.559 148 1'-3½ 6.029 136'-8 150 Flow (q) from Route 2 4T(5'-11), 4Z, 8LtE(1'-11½), E(2'-11 ½) Pump Velocity 148 29.29 6.029 146 -69.768 Q=29.29 2.80 Rating: 70.000 @ 75.00 Churn Pressure: 77.000 29.29 0.00 Hose Allowance At Source 148 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0250 14.72 5.72 0.054693 1'-11½ 0.625 243 -30'-11½ 14.72 4.7 9.813 9'-5½ -0.424 109 -30'-0 10.013 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) 1.51 4.87 ) ( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 9/10/2018 Page 7AutoSPRINK 2018 v14.2.12.0 4:24:58PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. 9/10/2018 Page 8AutoSPRINK 2018 v14.2.12.0 4:24:58PM PH-11.11 PROJECT INFORMATION APPROVAL STAMP Project: q Approved Address: q Approved as noted Contractor: q Not approved Engineer: Remarks: Submittal Date: Notes 1: Notes 2: HANGER RODS Fig. 146 Continuous Threaded Rod Size Range: 1⁄4" through 1 1⁄2" Stocked in six, ten, and twelve foot lengths. Other even foot lengths can be furnished to order. Material: Carbon steel or Stainless Steel Gr 304 Threads: National Coarse (USS), rod threaded complete length. Finish: q Plain or q Galvanized. Maximum Temperature: 650° F. Ordering: Specify rod diameter and length, figure number, name and finish. Note: The acceptability of galvanized coatings at temperatures above 450°F is at the discretion of the end user. Fig. 146: LOadS (LbS) • WeighTS (LbS) • diMeNSiONS (iN) Rod Size A Threads per Inch Max Load Weight per Ft.650˚ F 1⁄4 20 240 0.12 3⁄8 16 730 0.30 1⁄2 13 1,350 0.53 5⁄8 11 2,160 0.84 3⁄4 10 3,230 1.20 7⁄8 9 4,480 1.70 1 8 5,900 2.30 11⁄4 7 9,500 3.60 11⁄2 6 13,800 5.10 Note: Other rod sizes available upon request. Class 2 fit is available upon request. A Length Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 1 1200.00 3.000 3.000 Water Supply 157 75.00 77.000 70.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 KATSOS RESIDENCE LOT 25 EDWARDS, CO MASTER 9-8-2018.cad Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 59.06 @ 0.000 Water Supply at Node 1 (1200.00, 0.00, 3.000, 3.000) 0.10gpm/ft² 4.7 K-Factor 14.56 at 9.600 130ft² 900ft² (Actual 308ft²) 4 Pumps: Static = Churn (Pressure @ Zero Flow) Density +3.000 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 59.06 0.00 © M.E.P.CAD, Inc. 9/14/2018 Page 1AutoSPRINK 2018 v14.2.12.0 4:59:34PM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 157 72.527 31.417 41.11075.00 70.000 77.000 59.06 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 59.06 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 39.73gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 308ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -38.110 Right: -38.110 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 15.08 between nodes 157 and 112 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System EDWARDS, CO Job Site/Building LOT 25 AHJ KATSOS RESIDENCE Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 25 Name of Contractor: Meridian Intermountain Address 1 P. O. Box 3940 Address 2 Avon, Colorado 81620 Contact Name Contact Title ExtensionPhone 970-748-8888 FAX E-mail Web-Site Jerry Goss Address 3 Address 1 Address 2 Drawing Name MASTER 9-8-2018.cad System Flow Demand 59.06 Remote Area(s) Address 3 9/14/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 4:59:36PM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 1 3.000 0.000 3.000 1200.00 3.000 3.000 0.00 Water Supply 157 72.527 31.417 41.11075.00 70.000 77.000 59.06 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 59.06 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 39.73gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 308ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -38.110 Right: -38.110 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 15.08 between nodes 157 and 112 Maximum Velocity Above Ground 4.7 K-Factor 14.56 at 9.600 Most Demanding Sprinkler Data System EDWARDS, CO Job Site/Building LOT 25 AHJ KATSOS RESIDENCE Job State Certification/License NumberJob Name: 1 Contractor Contractor Number 25 Name of Contractor: Meridian Intermountain Address 1 P. O. Box 3940 Address 2 Avon, Colorado 81620 Contact Name Contact Title ExtensionPhone 970-748-8888 FAX E-mail Web-Site Jerry Goss Address 3 Address 1 Address 2 Drawing Name MASTER 9-8-2018.cad System Flow Demand 59.06 Remote Area(s) Address 3 9/14/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 4:59:36PM Hydraulic Graph Report Description: Job Number: 1 3.000 @ 1200.00 Residual: Pressure 3.000 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 0.00 0.000 @ 0.00 Available Pressure at Time of Test 3.000 @ 1200.00 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 9/14/2018 Page 4AutoSPRINK 2018 v14.2.12.0 4:59:38PM Hydraulic Graph Report Description: Job Number: 1 0.000 @ 0.00 Residual: Pressure 0.000 Static: Pressure Pump at Node 157 Hydraulic Graph Pump at Node 157 Churn Pressure 77.000 31.417 @ 59.06 Available Pressure at Time of Test Static + Churn Pressure 77.000 Rated Pump Pressure Available Pressure at Pump Discharge 70.000 @ 75.00 72.527 @ 59.060.000 @ 0.00 System Demand © M.E.P.CAD, Inc. 9/14/2018 Page 5AutoSPRINK 2018 v14.2.12.0 4:59:38PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 244 14.84 14.56 4.7 9.974 Sprinkler 245 15.01 14.56 4.7 10.194 Sprinkler 254 14.56 14.56 4.7 9.600 Sprinkler 262 14.65 14.56 4.7 9.710 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 9/14/2018 Page 6AutoSPRINK 2018 v14.2.12.0 4:59:40PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0250 14.56 5.66 0.053595 1'-11½ 0.612 254 -30'-11½ 14.56 4.7 9.600 9'-5½ -0.424 139 -30'-0 9.788 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) Pf Pe Pv BL 1.2650 29.21 7.46 0.069721 5'-10½ 0.823 139 -30'-0 14.65 9.788 5'-11 112 -30'-0 10.611 11'-9½ 150 Flow (q) from Route 2 T(5'-11) Pf Pe Pv BL 1.2650 59.06 15.08 0.256477 91'-6 34.365 112 -30'-0 29.85 10.611 42'-6 -13.559 157 1'-3½ 31.417 134'-0 150 Flow (q) from Route 3 4T(5'-11), 4Z, 8LtE(1'-11½), E(2'-11 ½) Pump Velocity 157 59.06 31.417 155 -41.110 Q=59.06 5.65 Rating: 70.000 @ 75.00 Churn Pressure: 77.000 59.06 0.00 Hose Allowance At Source 157 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0250 14.65 5.69 0.054162 1'-11½ 0.399 262 -30'-11½ 14.65 4.7 9.710 5'-5 -0.424 154 -30'-0 9.685 7'-4½ 150 Sprinkler, LtE(2'-8½), E(2'-8½) Pf Pe Pv BL 1.2650 14.65 3.74 0.019442 5'-3½ 0.103 154 -30'-0 9.685 139 -30'-0 9.788 5'-3½ 150 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0250 14.84 5.77 0.055523 10'-2½ 0.868 244 -30'-11½ 14.84 4.7 9.974 5'-5 -0.424 111 -30'-0 10.417 15'-7½ 150 Sprinkler, 2LtE(2'-8½) Pf Pe Pv BL 1.2650 29.85 7.62 0.072581 2'-8 0.194 111 -30'-0 15.01 10.417 112 -30'-0 10.611 2'-8 150 Flow (q) from Route 4 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0250 15.01 5.83 0.056657 1'-11½ 0.647 245 -30'-11½ 15.01 4.7 10.194 9'-5½ -0.424 111 -30'-0 10.417 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) 1.51 4.87) ( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 9/14/2018 Page 7AutoSPRINK 2018 v14.2.12.0 4:59:42PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. 9/14/2018 Page 8AutoSPRINK 2018 v14.2.12.0 4:59:42PM Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 157 50.00 55.000 50.000Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 JOHN KENNELLY KATSOS 3245 KATSOS RANCH ROAD. E VAIL, CO 81657 904-396-7022 MASTER 10-8-2018.cad Job Name: Address 1 Address 2 Design Engineer Phone FAX State Certification/License Number AHJ Job Site/Building Most Demanding Sprinkler Data Coverage Per Sprinkler Total Demand Area of Application Hose Streams Number Of Sprinklers Calculated Pressure Result Job Number 52.79 @ 0.000 Water Supply at Node 1 (1200.00, 0.00, 3.000, 3.000) 0.10gpm/ft² 4.9 K-Factor 13.00 at 7.039 130ft² 900ft² (Actual 308ft²) 4 Pumps: Static = Churn (Pressure @ Zero Flow) Density +3.000 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 52.79 0.00 © M.E.P.CAD, Inc. 10/8/2018 Page 1AutoSPRINK 2018 v14.2.12.0 12:28:44PM Hydraulic Summary Report Description: Job Number: 1 Node Flow(gpm) Total Hose Streams 0.00 Pumps: Static = Churn (Pressure @ Zero Flow) Safety MarginRequiredAvailable Node Hose Flow Static Residual Flow Total Demand (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi)@@ Name 157 48.370 22.144 26.22650.00 50.000 55.000 52.79 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 52.79 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 97.79gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 308ft²) 4 Occupancy Area of Application Coverage Per SprinklerNumber Of Sprinklers Calculated Density Job Suffix AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: -23.226 Right: -23.226 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 13.48 between nodes 157 and 112 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System VAIL, CO 81657 Job Site/Building 3245 KATSOS RANCH ROAD. E AHJ KATSOS Job State Certification/License NumberJob Name: JOHN KENNELLY1 Contractor Contractor Number 25 Name of Contractor: Meridian Intermountain Address 1 P. O. Box 3940 Address 2 Avon, Colorado 81620 Contact Name Contact Title ExtensionPhone 970-748-8888 FAX E-mail Web-Site Jerry Goss Address 3 Address 1 Address 2 Drawing Name MASTER 10-8-2018.cad System Flow Demand 52.79 Remote Area(s) Address 3 10/8/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 12:28:47PM Hydraulic Graph Report Description: Job Number: 1 0.000 @ 0.00 Residual: Pressure 0.000 Static: Pressure Pump at Node 157 Hydraulic Graph Pump at Node 157 Churn Pressure 55.000 22.144 @ 52.79 Available Pressure at Time of Test Static + Churn Pressure 55.000 Rated Pump Pressure Available Pressure at Pump Discharge 50.000 @ 50.00 48.370 @ 52.790.000 @ 0.00 System Demand © M.E.P.CAD, Inc. 10/8/2018 Page 3AutoSPRINK 2018 v14.2.12.0 12:28:49PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 244 13.27 13.00 4.9 7.339 Sprinkler 245 13.43 13.00 4.9 7.517 Sprinkler 254 13.00 13.00 4.9 7.039 Sprinkler 262 13.08 13.00 4.9 7.127 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 10/8/2018 Page 4AutoSPRINK 2018 v14.2.12.0 12:28:50PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: • • • • • Route 1 • • • • • Pf Pe Pv DR 1.0250 13.00 5.05 0.043445 1'-11½ 0.496 254 -30'-11½ 13.00 4.9 7.039 9'-5½ -0.424 139 -30'-0 7.110 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) Pf Pe Pv BL 1.2650 26.08 6.66 0.056547 5'-10½ 0.668 139 -30'-0 13.08 7.110 5'-11 112 -30'-0 7.778 11'-9½ 150 Flow (q) from Route 2 T(5'-11) Pf Pe Pv BL 1.2650 52.79 13.48 0.208411 91'-6 27.925 112 -30'-0 26.71 7.778 42'-6 -13.559 157 1'-3½ 22.144 134'-0 150 Flow (q) from Route 3 4T(5'-11), 4Z, 8LtE(1'-11½), E(2'-11 ½) Pump Velocity 157 52.79 22.144 155 -26.226 Q=52.79 5.05 Rating: 50.000 @ 50.00 Churn Pressure: 55.000 52.79 0.00 Hose Allowance At Source 157 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.0250 13.08 5.09 0.043951 1'-11½ 0.324 262 -30'-11½ 13.08 4.9 7.127 5'-5 -0.424 154 -30'-0 7.027 7'-4½ 150 Sprinkler, LtE(2'-8½), E(2'-8½) Pf Pe Pv BL 1.2650 13.08 3.34 0.015776 5'-3½ 0.083 154 -30'-0 7.027 139 -30'-0 7.110 5'-3½ 150 • • • • • Route 3 • • • • • Pf Pe Pv DR 1.0250 13.27 5.16 0.045157 10'-2½ 0.706 244 -30'-11½ 13.27 4.9 7.339 5'-5 -0.424 111 -30'-0 7.620 15'-7½ 150 Sprinkler, 2LtE(2'-8½) Pf Pe Pv BL 1.2650 26.71 6.82 0.059090 2'-8 0.158 111 -30'-0 13.43 7.620 112 -30'-0 7.778 2'-8 150 Flow (q) from Route 4 • • • • • Route 4 • • • • • Pf Pe Pv DR 1.0250 13.43 5.22 0.046171 1'-11½ 0.527 245 -30'-11½ 13.43 4.9 7.517 9'-5½ -0.424 111 -30'-0 7.620 11'-5 150 Sprinkler, LtE(2'-8½), T(6'-9) 1.51 4.87) ( 150 1.33 140 1.16 130 0.713 100 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter = Factor C Value Multiplier Value Of C Multiplying Factor © M.E.P.CAD, Inc. 10/8/2018 Page 5AutoSPRINK 2018 v14.2.12.0 12:28:52PM Pipe Type Diameter Flow Velocity Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length HWC Hydraulic Analysis Job Number: 1 Report Description: Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Ee1 11¼° Elbow Ee2 22½° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. 10/8/2018 Page 6AutoSPRINK 2018 v14.2.12.0 12:28:52PM STANDARD COPPER TUBE Mueller Copper Tube products are manufactured in the USA. All tubing produced in Fulton, MS, and Wynne, AR, is seamless and of UNS C12200 grade of copper and is manufactured to meet the chemical, mechani- cal, cleanness, and eddy current testing requirements of the applicable ASTM specifications set forth below. Although Mueller Copper Tube strives to meet all requirements specified in ASTM, Standard Tube may not fully meet ASTM dimensional requirements. Standard Tube will be provided unless Certified Tube is clearly defined on the Purchase Order. When specified at order placement, Mueller Copper Tube can supply Certified Tube to meet all requirements of the current applicable ASTM specification, at an additional cost. • Streamline Copper Water Tube (Types K,L,M) is produced in accordance with, ASTM B88 and ANSI/ NSF 61** • Streamline Copper Refrigeration Service Coils are produced in accordance with ASTM B280 • Streamline Nitrogenized ACR Hard Drawn Copper Tube is produced in accordance with ASTM B280 • Streamline Copper Drainage Tube (DWV) is produced in accordance with ASTM B306 • Oxygen & Medical Service Tube - To ASTM B819 (Types K & L) Hard Drawn Straight Lengths Only in accordance to CGA Cleanness Specification; CGA G4.1 (Compressed Gas Association); & NFPA 99 (Health Care Facilities). ** NSF 61 Restriction Statement Copper Tube (Alloy C12200) is certified by NSF to ANSI/NSF Standard 61 for public water supplies meeting or in the process of meeting the U.S. EPA Lead and Copper Rule (56FR 26460, June 7, 1991). Water supplies with pH less than 6.5 may require corrosion control to limit copper solubility in drinking water.” Last revision: March 11, 2011 Mueller Streamline Co. 8285 Tournament Drive, Suite 150 Memphis, TN 38125 P 901.753.3200 2/8/2017 Fire Protection Pipe Fittings and Piping Connections | Anvil Intl http://www.anvilintl.com/industries/fire­protection.aspx 1/2 Fire Protection Anvil’s unmatched range of domestic and globally sourced products for fire protection piping systems provide versatile and dependable performance for a wide range of applications. Anvil products are UL / ULC­listed and FM­ approved, and are available in a wide range of styles and functionality. Anvil combines the latest technology and most current fire protection ratings with the trusted history and manufacturing experience that have made Anvil the go­to source for fire protection piping products. And that means better performance and better service for you and your business. Learn more about Anvil’s Fire Protection Products Seismic Bracing Solutions — Anvil offers seismic bracing solutions for the fire protection industry that deliver unrivaled quality versatility. Our seismic fire protection design tool simplifies product selection and let’s you easily calculate whether or not a seismic fire protection system meets its seismic load requirements. Gruvlok — Gruvlok® Valves are compact, cost effective and designed for use in grooved­end pipe fire protection systems and related equipment. They are UL/ULC listed. GruvlokCouplings and fittings are designed to provide quick, secure and reliable solutions for joining pipe­to­pipe. SPF™ — SPF™ Grooved Couplings Fittings provide a rigid or flexible pipe connection for fire protection systems with dependable seals over a range of internal pressure situations. SPF™ also offers Short Pattern Products through 8" to meet all of your fire protection needs. Steel Pipe Nipples and Steel Pipe Couplings — Anvil offers a huge variety of Steel Pipe Nipples and Steel Pipe Couplings for the fire protection industry. Pipe Hangers — The Anvil® brand of pipe hangers brings 150 years of experience to our fire­rated product line. Cast Iron and Malleable Iron Threaded Fittings — Anvil offers the most complete line of Cast Iron and Malleable Iron Threaded Fittings in the industry. Our versatile range of fittings provides highly dependable, fire­rated service. Anvil Fire Protection TriFlex Loop — The Anvil Fire Protection Tri­Flex Loop is the safest and most reliable means of absorbing movement resulting from thermal changes and random seismic shifts in a fire protection system. Mueller® – Mueller® Valves are available in a variety of styles for fire protection applications including Resilient Wedge Gate Valves, O.S.&Y. Resilient Wedge Stem Gate Valves, and Swing­Type Check Valves. Mueller® Valves are ideal for flanged fire pump applications and other system control valve needs. Select Language Powered by Translate Links Industries > Mechanical & Industrial > Fire Protection > Energy > Resources Fire Protection Brochure > NAP Brochure > PRODUCTS FOR FIRE PROTECTION Show All Grooved Gruvlok® Gruvlok® Fire Protection SPF Grooved Pipe Hangers & Hardware Pipe Rings Clevis Steel Pipe Clamps Beam Clamps Brackets Seismic Sway Bracing And TriFlexLoop For Fire Protection Pipe Brace Clamps Structural Attachments Restraints Sway Brace Attachment Pipe Fittings Anvil Pipe Fittings SPF Pipe Fittings Strut & Strut Fittings Channels Channel Nuts Channel Hardware Beam Clamps Flat Plates Splice Clevises "U" Supports "Z" Supports Angle Fittings & Connectors Wing Fittings Brackets Post Bases Trolleys & Accessories Pipe & Conduit Supports Concrete Inserts End Caps Miscellaneous Fittings Valves Mueller UL/FM Valves Hydronic Balancing Valves Grooved Valves Valve Accessories Home | News | Careers | Contact Us | Submittal Manager ABOUT US BRANDS INDUSTRIES PRODUCTS ENGINEERING RESOURCES PROJECT ACCELERATION LITERATURE & PRICE SHEETS PRODUCT SEARCH RAPID RESPONSE Series LFII Residential 4.9 K-factor Concealed Pendent Sprinkler Flat Plate, Wet Pipe and Dry Pipe Systems Page 1 of 6 DECEMBER 2017 TFP442 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 installation 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. Worldwide Contactswww.tyco-fire.com General Description The TYCO RAPID RESPONSE Series LFII Residential 4.9K Concealed Pendent Sprinklers (TY3596) are dec- orative, fast response, fusible solder sprinklers designed for use in residen- tial occupancies such as homes, apart- ments, 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 LFII Residential Con- cealed Pendent Sprinklers provides 1/2 in. (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprin- kler drops. The Series LFII Residential Concealed Pendent Sprinklers are intended for use in the following scenarios: • Wet and dry pipe residential sprin- kler systems for one and two fam- ily dwellings and mobile homes per NFPA 13D • Wet and dry pipe residential sprin- kler systems for residential occupan- cies up to and including four stories in height per NFPA 13R • Wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The Series LFII Residential Concealed Pendent Sprinklers have been designed with heat sensitivity and water distri- bution characteristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) are shipped with a Disposable Protec- tive Cap. The Protective Cap is tem- porarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being installed or finished. The tip of the Pro- tective Cap can also be used to mark the center of the ceiling hole into the plaster board, ceiling tiles, and so on, by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Pro- tective Cap is removed and the Cover Plate Assembly is installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offer a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers offer the features of non-water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13, 13D, or 13R. NOTICE The Series LFII Residential Concealed Pendent Sprinklers (TY3596) described herein must be installed and main- tained in compliance with this docu- ment and with the applicable standards of the National Fire Protection Associa- tion (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY3596 TFP442 Page 2 of 6 Technical Data Approvals UL and C-UL Listed NYC Approved under MEA 44-03-E-2NSF Certified to all requirements of NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFIIResidential Concealed Pendent Sprinklers are Listed only when installed with LFII/RFIII Concealed Cover Plates having factory- applied finishes. Sprinklers and Cover Plates are separately ordered. Refer to the Ordering Procedure section for more information. Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 GPM/psi½ (70,6 LPM/bar½) Temperature Rating 160°F (71°C) Sprinkler 139°F (59°C) Cover Plate Vertical Adjustment 1/2 in. (12,7 mm) Finishes Refer to Ordering Procedure section Physical Characteristics Body . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Brass Cap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Saddle . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Brass Sealing Assembly ..Beryllium Nickel w/TEFLON Soldered Link Halves . . . . . . . . . . . . . . . . Nickel Lever . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Bronze Compression Screw . . . . . . . . . . . . . . . . . .Brass Deflector . . . . . . . . . . . . . . . . . . Copper or Brass Guide Pin Housing . . . . . . . . . . . . . . . . . .Bronze Guide Pins .........Stainless Steel or Bronze Support Cup . . . . . . . . . . . . . . . . . . . . . . . Steel Cover Plate . . . . . . . . . . . . . . . . . . . . . . . Copper Retainer . . . . . . . . . . . . . . . . . . . . . . . . . . .Brass Cover Plate Ejection Spring ....Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Retainer at three points, falls away to expose the sprinkler assembly. At this point the Deflector supported by the Arms drops down to its operated position. The fusible link of the sprin- kler assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link-halves separate allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) are UL and C-UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C-UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, beamed, or sloped in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum re quired sprin- kler flow rates are given in Tables A and B as a function of temperature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of “design sprinklers” as specified in NFPA 13D or NFPA 13R. The number of “design sprinklers” specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. SPRINKLER ASSEMBLY COVER PLATE ASSEMBLY COVER PLATE EJECTION SPRING RETAINER WITH THREAD DIMPLES SEALING ASSEMBLY COMPRESSION SCREW DEFLECTOR (OPERATED POSITION) SPRINKLER WRENCHING AREA SOLDER LINK ELEMENT LEVER SOLDER TAB DEFLECTOR CAP BODY (1/2" NPT) SADDLE SUPPORT CUP WITH ROLL FORMED THREADS GUIDE PIN GUIDE PIN HOUSING THREAD INTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) TFP442 Page 3 of 6 Maximum Coverage Area 1 Ft. x Ft.(m x m) Maximum Spacing Ft. (m) DRY PIPE SYSTEMMinimum Flow and Residual Pressure 2, 3 Ordinary Temp. Rating160°F (71°C) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) Flow GPM (LPM) Pressure psi (bar) 12 x 12 (3,7 x 3,7) 12 (3,7) 13 (49,2)7.0(0,48) SmoothCeilings7/8 to 1-1/8 in. BeamedCeilings perNFPA 13D or 13R, or 13.Installed inbeam7/8 to 1-1/8 in.below bottom of beam Concealed 8(2,4) 14 x 14(4,3 x 4,3)14(4,3)14 (53,0) 8.2 (0,57) 16 x 16(4,9 x 4,9)16(4,9)15 (56,8) 9.4(0,65) 18 x 18(5,5 x 5,5)18(5,5)18 (68,1) 13.5 (0,93) 20 x 20(6,1 x 6,1)20(6,1)21 (79,5) 18.4 (1,27) Notes: 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 us- ing 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/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. Maximum Coverage Area 1 Ft. x Ft.(m x m) Maximum Spacing Ft. (m) WET PIPE SYSTEM Minimum Flow and Residual Pressure 2, 3 Ordinary Temp. Rating160°F (71°C) Deflector to Ceiling Installation Type Minimum Spacing Ft. (m) Flow GPM (LPM) Pressure psi (bar) 12 x 12 (3,7 x 3,7) 12 (3,7) 13 (49,2) 7.0 (0,48) Smooth Ceilings 7/8 to 1-1/8 in. Beamed Ceilings per NFPA 13D or 13R, or 13. Installed in beam 7/8 to 1-1/8 in. below bottom of beam Concealed 8 (2,4) 14 x 14 (4,3 x 4,3) 14 (4,3) 13 (49,2) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16 (4,9) 13 (49,2) 7.0 (0,48) 18 x 18 (5,5 x 5,5) 18 (5,5) 17 (64,3) 12.0 (0,83) 20 x 20 (6,1 x 6,1) 20 (6,1) 20 (75,7) 16.7 (1,15) Notes: 1. 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. 2. 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. 3. For NFPA 13 residential applications, the greater of 0.1 GPM/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K-FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA TFP442 Page 4 of 6 Hydraulic Design (NFPA 13) 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 Tables A and B as a function of temperature rating and the maximum allowable cover- age area • A minimum discharge of 0.1 GPM/ft.2 over the design area comprised of the four most hydrauli- cally demanding sprinklers for actual coverage areas protected by the four sprinklers The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers in dry pipe sprinkler systems, the time for water delivery must not exceed 15 seconds for the most remote operat- ing sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity The sprinklers are to be installed rela- tive to the ceiling mounting surface as shown in Figure 2. Sprinkler Spacing The minimum spacing between sprin- klers is 8 ft. (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 ft. for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pres- sure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. Installation The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only. Therefore, do not apply pres- sure to the fusible Link Assembly. A 1/2 in. NPT sprinkler joint should be obtained with a minimum to maximum torque of 7 to 14 ft-lb (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Cover Plate Assembly by under-or over-tightening the Sprinkler. Re- adjust 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 applied to the pipe threads, and using the W-Type 18 Wrench shown in Figure 3, install and tighten the Sprinkler/ Support Cup Assembly into the fitting. The W-Type 18 Wrench will accept a 1/2 in. ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be “Out Of Service.” 3-3/16" DIA. (81,0 mm) 1/2" NPT 2-1/2" DIA. (63,5 mm) MOUNTING SURFACE3/16" (4,8 mm) 1/8" GAP (3,2 mm) FACE OF SPRINKLER FITTING 7/8" (22,2 mm) 1-1/8" (28,6 mm) TIP DEFLECTOR IN OPERATED POSITION 1/2" (12,7 mm) THREADED ADJUSTMENT SPRINKLER- SUPPORT CUP ASSEMBLY OPERATED SPRINKLER 1-7/8"±1/4" (47,6 mm ±6,4 mm) SPRINKLER- SUPPORT CUP ASSEMBLY COVER- RETAINER ASSEMBLY COVER PLATE RETAINER DISPOSABLE PROTECTIVE CAP FIGURE 2 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS, PROTECTIVE CAP, AND ACTIVATED DEFLECTOR WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W-TYPE 18 SPRINKLER WRENCH TFP442 Page 5 of 6 Step 5. After the ceiling has been com- pleted with the 2-1/2 in. (63 mm) diam- eter clearance hole and in preparation for installing the Cover Plate Assembly, remove and discard the Protective Cap, and verify that the Deflector moves up and down freely. If the sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Push on the Cover Plate Assembly until its flange comes in contact with the ceiling. Do not continue to push on the Cover Plate Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may delay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 in. (3,2 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 2. This air gap is necessary for proper oper- ation of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be re placed, if necessary, by factory painted units. Non-factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. Care must be exercised to avoid damage before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII (TY3596) 4.9K Res- idential Concealed Pendent Sprinkler, P/N 51-112-1-160 Note: Sprinkler and Cover Plates are separately sold. See below for Cover Plate ordering information. Cover Plate Assemblies Specify: LFII/RFIII Concealed Sprinkler Cover Plate Assembly, (specify finish), P/N (specify): Ivory (RAL1015) . . . . . . . . . . . . . . .56-204-0-135 Beige (RAL1001) . . . . . . . . . . . . . .56-204-2-135 Pure White (RAL9010)* . . . . . . . . .56-204-3-135 Signal White (RAL9003)*. . . . . . . .56-204-4-135 Grey White (RAL9002). . . . . . . . . .56-204-5-135 Brown (RAL8028). . . . . . . . . . . . . .56-204-6-135 Black (RAL9005) . . . . . . . . . . . . . . 56-204-7-135 Brushed Brass................56-204-8-135 Brushed Chrome . . . . . . . . . . . . . .56-204-9-135 Brass .......................56-204-1-135 Custom Paint .................56-204-X-135 *Eastern Hemisphere sales only **Previously known as Bright White Note: All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact Tyco Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W-Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS | 1400 Pennbrook Parkway, Lansdale, PA 19446 | Telephone +1-215-362-0700 TFP442 Page 6 of 6 Copyright © 2018 Tyco Fire Products, LP. All rights reserved. TEFLON is a registered trademark of DuPont