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HomeMy WebLinkAboutF18-0064_Approved Documents_1541183394.pdf75 South Frontage Road West, Vail, CO 81657 Office: 970.479.2139 Inspections: inspections@vailgov.com Fire - Construction Permit F18-0064 Issued: 11/02/2018 TOWN OF VAIL Property Information Address: 790 POTATO PATCH DR C (210106301040 C) ( 210106301040 ) Unit #: C Parcel Number: 210106301040 Legal Description: Subdivision: VAIL POTATO PATCH Block: 1 Lot: 12 PARCEL C BK-0336 PG-0685 MAP 02-18-82 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: SCHELL, DAVID H. Address: Phone: None Contractor Contractor Type: Fire Protection Company: Meridian Intermountain/Vail Electronics State License #:Phone: 970-748-8888 Project Information Project Name: 790 Potato Patch LLC/Schell Duplex 2018 Project Description: 790 Potato Patch C. Install sprinkler system. Fees Paid Account #: 001-0000.31111.00 - Fire Suppression Permit Fee Fee Amount:$1,190.00 Account #: 001-0000.31123.00 - Fire Suppression Review Fee Fee Amount:$432.00 Account #: 001-0000.31123.00 - Review Hourly Fee Fee Amount:$288.00 Total Paid:$1,910.00 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. PERMIT FEE RECEIPT Case # F18-0064 Date Printed: 11/01/2018 TOWN OF VAIL - FEES RECEIPT Permit Summary Case Number: F18-0064 Status: In Review Permit Number: Date Started: 09/07/2018 Permit Type: Fire - Construction Permit Subcases Fire Suppression Lot Number: 12 Property: 790 POTATO PATCH DR C (210106301040 C) (210106301040) Contacts Contact Type: Applicant Company Name: Meridain Intermountain Full Name: Don Anderson Address: PO Box 3940 331 Metcalf Rd Avon, CO 81620 Email: Dispatch@meridianintermountain.com Contact Type: Property Owner Full Name: SCHELL, DAVID H. Address: Permit Fees Fee Information Account Amount Review Hourly Fee 001-0000.31123.00 $288.00 Payment Information Date Paid Payment Type Amount Review Hourly Fee 11/01/2018 Check $288.00 Paid By: Meridian Intermountain - Notes: 18092 - Meridian Intermountain FEE TOTAL $288.00 AMOUNT PAID $288.00 BALANCE DUE $0.00 11/01/2018 - 3:17:35 PM - Generated by: dcouch75 South Frontage Road West, Vail, Colorado 81657 1 / 1 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 1 100.00 3.900 0.900Water Supply 60 75.00 77.000 70.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 POTATO PATCH MASTER RIGHT SIDE 8-22-2018.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 52.58 @ 0.000 Water Supply at Node 1 (100.00, 0.00, 3.900, 0.900) 0.10gpm/ft² 4.2 K-Factor 13.01 at 9.600 130ft² 900ft² (Actual 273ft²) 4 Pumps: Static = Churn (Pressure @ Zero Flow) Density +2.987 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 52.58 0.00 © M.E.P.CAD, Inc. 10/1/2018 Page 1AutoSPRINK 2018 v14.2.12.0 12:23:12PM 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 2.987 0.000 36.001 100.00 0.900 3.900 52.58 Water Supply 60 76.311 40.310 36.001 75.00 70.000 77.000 52.58 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 52.58 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 103.32gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 273ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 13.42 between nodes 60 and 50 Maximum Velocity Above Ground 4.2 K-Factor 13.01 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 52.58 Remote Area(s) Address 3 10/1/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 12:23:16PM 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 2.987 0.000 36.001 100.00 0.900 3.900 52.58 Water Supply 60 76.311 40.310 36.001 75.00 70.000 77.000 52.58 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 52.58 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 103.32gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 273ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 13.42 between nodes 60 and 50 Maximum Velocity Above Ground 4.2 K-Factor 13.01 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 52.58 Remote Area(s) Address 3 10/1/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 12:23:16PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 52.58 0.000 @ 52.58 Available Pressure at Time of Test 2.987 @ 52.58 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 10/1/2018 Page 4AutoSPRINK 2018 v14.2.12.0 12:23:18PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Pump at Node 60 Hydraulic Graph Pump at Node 60 Churn Pressure 77.000 40.310 @ 52.58 Available Pressure at Time of Test Static + Churn Pressure 80.900 Rated Pump Pressure Available Pressure at Pump Discharge 70.000 @ 75.00 76.311 @ 52.582.987 @ 52.58 System Demand © M.E.P.CAD, Inc. 10/1/2018 Page 5AutoSPRINK 2018 v14.2.12.0 12:23:18PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 205 13.01 13.01 4.2 9.600 Sprinkler 206 13.24 13.00 4.2 9.931 Sprinkler 212 13.16 13.00 4.2 9.814 Sprinkler 213 13.17 13.00 4.2 9.838 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 10/1/2018 Page 6AutoSPRINK 2018 v14.2.12.0 12:23:20PM 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 1.1010 13.01 4.39 0.030724 2'-5½ 0.506 205 41'-9½ 13.01 4.2 9.600 14'-0 -0.399 14 42'-8½ 9.706 16'-5½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.01 5.06 0.043527 5'-6 0.240 14 42'-8½ 9.706 21 42'-8½ 9.946 5'-6 150 Pf Pe Pv BL 1.5050 26.17 4.72 0.024419 8'-10½ 0.217 21 42'-8½ 13.16 9.946 41 42'-8½ 10.163 8'-10½ 150 Flow (q) from Route 2 Pf Pe Pv BL 1.5050 39.34 7.10 0.051917 9'-3 0.932 41 42'-8½ 13.17 10.163 8'-8½ 79 42'-8½ 11.095 17'-11½ 150 Flow (q) from Route 3 T(8'-8½) Pf Pe Pv BL 1.5050 52.58 9.48 0.088774 92'-0½ 10.296 79 42'-8½ 13.24 11.095 23'-11 18.494 50 0'-0½ 39.885 115'-11½ 150 Flow (q) from Route 4 4Z, 5LtE(2'-2), T(8'-8½), E(4'-4) Pf Pe Pv BL 1.2650 52.58 13.42 0.206875 1'-0½ 0.423 50 0'-0½ 39.885 1'-0 0.002 60 0'-0½ 40.310 2'-0½ 150 cplg(1'-0) Pump Velocity 60 52.58 40.310 62 -33.043 Q=52.58 5.35 Rating: 70.000 @ 75.00 Churn Pressure: 77.000 Pf Pe Pv CM 2.0030 52.58 5.35 0.022065 1'-3½ 0.028 62 -0'-0 -33.043 0.000 1 -0'-0 -33.014 1'-3½ 150 Water Supply 52.58 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.1010 13.16 4.43 0.031358 4'-11½ 0.531 212 41'-9½ 13.16 4.2 9.814 12'-0 -0.399 21 42'-8½ 9.946 16'-11½ 150 Sprinkler, E(7'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.1010 13.17 4.44 0.031428 0'-10½ 0.247 213 41'-9 13.17 4.2 9.838 7'-0 -0.379 32 42'-7½ 9.706 7'-10½ 150 Sprinkler, E(7'-0) Pf Pe Pv AO 1.0250 13.17 5.12 0.044525 4'-2½ 0.489 32 42'-7½ 9.706 6'-9 -0.032 41 42'-8½ 10.163 10'-11½ 150 T(6'-9) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.1010 13.24 4.46 0.031702 2'-8½ 0.529 206 41'-9½ 13.24 4.2 9.931 14'-0 -0.399 11 42'-8½ 10.060 16'-8½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.24 5.15 0.044912 14'-6 0.955 11 42'-8½ 10.060 6'-9 34 42'-8½ 11.015 21'-3 150 T(6'-9) Pf Pe Pv BL 1.5050 13.24 2.39 0.006918 11'-7 0.080 34 42'-8½ 11.015 79 42'-8½ 11.095 11'-7 150 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. 10/1/2018 Page 7AutoSPRINK 2018 v14.2.12.0 12:23:22PM 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. 10/1/2018 Page 8AutoSPRINK 2018 v14.2.12.0 12:23:22PM Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 1 100.00 3.900 0.900Water Supply 65 75.00 77.000 70.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 POTATO PATCH MASTER RIGHT SIDE 8-22-2018.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 24.41 @ 0.000 Water Supply at Node 1 (100.00, 0.00, 3.900, 0.900) 0.05gpm/ft² 4.9 K-Factor 13.00 at 7.039 130ft² 900ft² (Actual 87ft²) 2 Pumps: Static = Churn (Pressure @ Zero Flow) Density +3.679 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 24.41 0.00 © M.E.P.CAD, Inc. 10/2/2018 Page 1AutoSPRINK 2018 v14.2.12.0 4:57:39PM 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 3.679 0.000 50.730100.00 0.900 3.900 24.41 Water Supply 65 79.777 29.047 50.73075.00 70.000 77.000 24.41 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 24.41 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 103.32gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 87ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 6.23 between nodes 65 and 55 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 24.41 Remote Area(s) Address 3 10/2/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 4:57:43PM 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 3.679 0.000 50.730100.00 0.900 3.900 24.41 Water Supply 65 79.777 29.047 50.73075.00 70.000 77.000 24.41 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 24.41 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 103.32gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 87ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 6.23 between nodes 65 and 55 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 24.41 Remote Area(s) Address 3 10/2/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 4:57:43PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 24.41 0.000 @ 24.41 Available Pressure at Time of Test 3.679 @ 24.41 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 10/2/2018 Page 4AutoSPRINK 2018 v14.2.12.0 4:57:44PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Pump at Node 65 Hydraulic Graph Pump at Node 65 Churn Pressure 77.000 29.047 @ 24.41 Available Pressure at Time of Test Static + Churn Pressure 80.900 Rated Pump Pressure Available Pressure at Pump Discharge 70.000 @ 75.00 79.777 @ 24.413.679 @ 24.41 System Demand © M.E.P.CAD, Inc. 10/2/2018 Page 5AutoSPRINK 2018 v14.2.12.0 4:57:44PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 205 13.00 13.00 4.9 7.039 Sprinkler 212 11.41 6.50 4.2 7.375 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 10/2/2018 Page 6AutoSPRINK 2018 v14.2.12.0 4:57:46PM 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 1.1010 13.00 4.38 0.030666 2'-5½ 0.505 205 41'-9½ 13.00 4.9 7.039 14'-0 -0.399 16 42'-8½ 7.144 16'-5½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.00 5.05 0.043445 5'-6 0.240 16 42'-8½ 7.144 23 42'-8½ 7.384 5'-6 150 Pf Pe Pv BL 1.5050 24.41 4.40 0.021460 110'-2½ 3.065 23 42'-8½ 11.41 7.384 32'-7½ 18.494 55 0'-0½ 28.942 142'-10 150 Flow (q) from Route 2 2T(8'-8½), 4Z, 5LtE(2'-2), E(4'-4) Pf Pe Pv BL 1.2650 24.41 6.23 0.050010 1'-0½ 0.102 55 0'-0½ 28.942 1'-0 0.002 65 0'-0½ 29.047 2'-0½ 150 cplg(1'-0) Pump Velocity 65 24.41 29.047 67 -47.058 Q=24.41 2.48 Rating: 70.000 @ 75.00 Churn Pressure: 77.000 Pf Pe Pv CM 2.0030 24.41 2.48 0.005334 1'-3½ 0.007 67 -0'-0 -47.058 0.000 1 -0'-0 -47.051 1'-3½ 150 Water Supply 24.41 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.1010 11.41 3.84 0.024075 4'-11½ 0.408 212 41'-9½ 11.41 4.2 7.375 12'-0 -0.399 23 42'-8½ 7.384 16'-11½ 150 Sprinkler, E(7'-0), T(5'-0) 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. 10/2/2018 Page 7AutoSPRINK 2018 v14.2.12.0 4:57:48PM 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. 10/2/2018 Page 8AutoSPRINK 2018 v14.2.12.0 4:57:48PM Hydraulic Overview Job Number: 1 Report Description: Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi)Name 1 26.19 3.900 0.900Tank Supply 65 50.00 55.000 50.000Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 POTATO PATCH MASTER RIGHT SIDE 10-3-2018.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 26.19 @ 0.000 Tank Supply at Node 1 (26.19, 0.00, 3.900, 0.900) 0.05gpm/ft² 4.9 K-Factor 13.00 at 7.039 130ft² 900ft² (Actual 87ft²) 2 Pumps: Static = Churn (Pressure @ Zero Flow) Density +0.899 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 26.19 0.00 © M.E.P.CAD, Inc. 10/3/2018 Page 1AutoSPRINK 2018 v14.2.12.0 3:04:45PM 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 0.899 0.000 24.87326.19 0.900 3.900 26.19 Tank Supply 65 54.362 29.489 24.87350.00 50.000 55.000 26.19 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.19 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 104.35gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 87ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 6.69 between nodes 65 and 55 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 10-3-2018.cad System Flow Demand 26.19 Remote Area(s) Address 3 10/3/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 3:04:48PM 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 0.899 0.000 24.87326.19 0.900 3.900 26.19 Tank Supply 65 54.362 29.489 24.87350.00 50.000 55.000 26.19 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 26.19 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 104.35gal Residential 0.05gpm/ft² 130ft² 900ft² (Actual 87ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 6.69 between nodes 65 and 55 Maximum Velocity Above Ground 4.9 K-Factor 13.00 at 7.039 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 10-3-2018.cad System Flow Demand 26.19 Remote Area(s) Address 3 10/3/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 3:04:48PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 26.19 Residual: Pressure 3.900 Static: Pressure Tank Supply at Node 1 Hydraulic Graph Tank Supply at Node 1 0.000 @ 26.19 0.000 @ 26.19 Available Pressure at Time of Test 0.899 @ 26.19 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 10/3/2018 Page 4AutoSPRINK 2018 v14.2.12.0 3:04:49PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 26.19 Residual: Pressure 3.900 Static: Pressure Pump at Node 65 Hydraulic Graph Pump at Node 65 Churn Pressure 55.000 29.489 @ 26.19 Available Pressure at Time of Test Static + Churn Pressure 58.900 Rated Pump Pressure Available Pressure at Pump Discharge 50.000 @ 50.00 54.362 @ 26.190.899 @ 26.19 System Demand © M.E.P.CAD, Inc. 10/3/2018 Page 5AutoSPRINK 2018 v14.2.12.0 3:04:49PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 205 13.00 13.00 4.9 7.039 Sprinkler 212 13.19 13.00 4.9 7.249 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 10/3/2018 Page 6AutoSPRINK 2018 v14.2.12.0 3:04:51PM 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 1.1010 13.00 4.38 0.030666 2'-5½ 0.505 205 41'-9½ 13.00 4.9 7.039 14'-0 -0.399 16 42'-8½ 7.144 16'-5½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.00 5.05 0.043445 5'-6 0.240 16 42'-8½ 7.144 23 42'-8½ 7.384 5'-6 150 Pf Pe Pv BL 1.5050 26.19 4.72 0.024457 110'-2½ 3.493 23 42'-8½ 13.19 7.384 32'-7½ 18.494 55 0'-0½ 29.370 142'-10 150 Flow (q) from Route 2 2T(8'-8½), 4Z, 5LtE(2'-2), E(4'-4) Pf Pe Pv BL 1.2650 26.19 6.69 0.056994 1'-0½ 0.117 55 0'-0½ 29.370 1'-0 0.002 65 0'-0½ 29.489 2'-0½ 150 cplg(1'-0) Pump Velocity 65 26.19 29.489 67 -23.981 Q=26.19 2.67 Rating: 50.000 @ 50.00 Churn Pressure: 55.000 Pf Pe Pv CM 2.0030 26.19 2.67 0.006079 1'-3½ 0.008 67 -0'-0 -23.981 0.000 1 -0'-0 -23.973 1'-3½ 150 Tank Supply 26.19 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.1010 13.19 4.45 0.031513 4'-11½ 0.534 212 41'-9½ 13.19 4.9 7.249 12'-0 -0.399 23 42'-8½ 7.384 16'-11½ 150 Sprinkler, E(7'-0), T(5'-0) 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. 10/3/2018 Page 7AutoSPRINK 2018 v14.2.12.0 3:04:52PM 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. 10/3/2018 Page 8AutoSPRINK 2018 v14.2.12.0 3:04:52PM Flow Diagram (Top View) Report Description: Job Number: 1 © M.E.P.CAD, Inc. 10/3/2018 Page 9AutoSPRINK 2018 v14.2.12.0 3:04:57PM 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 1 100.00 3.900 0.900Water Supply 60 75.00 77.000 70.000 Pump Identifier Pressure(psi) K-Factor(K) Flow(gpm) Job System Supplies Check Point Gauges 1 POTATO PATCH MASTER RIGHT SIDE 8-22-2018.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 52.58 @ 0.000 Water Supply at Node 1 (100.00, 0.00, 3.900, 0.900) 0.10gpm/ft² 4.2 K-Factor 13.01 at 9.600 130ft² 900ft² (Actual 273ft²) 4 Pumps: Static = Churn (Pressure @ Zero Flow) Density +2.987 (100.0%) Address 3 System Pressure Demand System Flow Demand 0.000 52.58 0.00 © M.E.P.CAD, Inc. 9/14/2018 Page 1AutoSPRINK 2018 v14.2.12.0 5:48:23PM 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 2.987 0.000 36.001 100.00 0.900 3.900 52.58 Water Supply 60 76.311 40.310 36.001 75.00 70.000 77.000 52.58 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 52.58 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 47.97gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 273ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 13.42 between nodes 60 and 50 Maximum Velocity Above Ground 4.2 K-Factor 13.01 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 52.58 Remote Area(s) Address 3 9/14/2018 © M.E.P.CAD, Inc. Page 2AutoSPRINK 2018 v14.2.12.0 5:48:25PM 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 2.987 0.000 36.001 100.00 0.900 3.900 52.58 Water Supply 60 76.311 40.310 36.001 75.00 70.000 77.000 52.58 Pump Design EngineerJob Number Total Water Required (Including Hose Allowance) 52.58 Maximum Pressure Unbalance In Loops 0.000 Additional Hose Supplies 0.00 Hose Allowance At Source Supplies 47.97gal Residential 0.10gpm/ft² 130ft² 900ft² (Actual 273ft²) 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 Volume capacity of Dry PipesVolume capacity of Wet Pipes Maximum Velocity Under Ground 13.42 between nodes 60 and 50 Maximum Velocity Above Ground 4.2 K-Factor 13.01 at 9.600 Most Demanding Sprinkler Data System Job Site/Building AHJ POTATO PATCH 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 RIGHT SIDE 8-22-2018.cad System Flow Demand 52.58 Remote Area(s) Address 3 9/14/2018 © M.E.P.CAD, Inc. Page 3AutoSPRINK 2018 v14.2.12.0 5:48:25PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Water Supply at Node 1 Hydraulic Graph Water Supply at Node 1 0.000 @ 52.58 0.000 @ 52.58 Available Pressure at Time of Test 2.987 @ 52.58 System Demand System Demand (Including Hose Allowance at Source) © M.E.P.CAD, Inc. 9/14/2018 Page 4AutoSPRINK 2018 v14.2.12.0 5:48:27PM Hydraulic Graph Report Description: Job Number: 1 0.900 @ 100.00 Residual: Pressure 3.900 Static: Pressure Pump at Node 60 Hydraulic Graph Pump at Node 60 Churn Pressure 77.000 40.310 @ 52.58 Available Pressure at Time of Test Static + Churn Pressure 80.900 Rated Pump Pressure Available Pressure at Pump Discharge 70.000 @ 75.00 76.311 @ 52.582.987 @ 52.58 System Demand © M.E.P.CAD, Inc. 9/14/2018 Page 5AutoSPRINK 2018 v14.2.12.0 5:48:27PM Device (gpm) Actual Flow Minimum Flow (gpm) (K) K-Factor (psi) Pressure Summary Of Outflowing Devices Report Description: Job Number: 1 Sprinkler 205 13.01 13.01 4.2 9.600 Sprinkler 206 13.24 13.00 4.2 9.931 Sprinkler 212 13.16 13.00 4.2 9.814 Sprinkler 213 13.17 13.00 4.2 9.838 Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 9/14/2018 Page 6AutoSPRINK 2018 v14.2.12.0 5:48:28PM 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 1.1010 13.01 4.39 0.030724 2'-5½ 0.506 205 41'-9½ 13.01 4.2 9.600 14'-0 -0.399 14 42'-8½ 9.706 16'-5½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.01 5.06 0.043527 5'-6 0.240 14 42'-8½ 9.706 21 42'-8½ 9.946 5'-6 150 Pf Pe Pv BL 1.5050 26.17 4.72 0.024419 8'-10½ 0.217 21 42'-8½ 13.16 9.946 41 42'-8½ 10.163 8'-10½ 150 Flow (q) from Route 2 Pf Pe Pv BL 1.5050 39.34 7.10 0.051917 9'-3 0.932 41 42'-8½ 13.17 10.163 8'-8½ 79 42'-8½ 11.095 17'-11½ 150 Flow (q) from Route 3 T(8'-8½) Pf Pe Pv BL 1.5050 52.58 9.48 0.088774 92'-0½ 10.296 79 42'-8½ 13.24 11.095 23'-11 18.494 50 0'-0½ 39.885 115'-11½ 150 Flow (q) from Route 4 4Z, 5LtE(2'-2), T(8'-8½), E(4'-4) Pf Pe Pv BL 1.2650 52.58 13.42 0.206875 1'-0½ 0.423 50 0'-0½ 39.885 1'-0 0.002 60 0'-0½ 40.310 2'-0½ 150 cplg(1'-0) Pump Velocity 60 52.58 40.310 62 -33.043 Q=52.58 5.35 Rating: 70.000 @ 75.00 Churn Pressure: 77.000 Pf Pe Pv CM 2.0030 52.58 5.35 0.022065 1'-3½ 0.028 62 -0'-0 -33.043 0.000 1 -0'-0 -33.014 1'-3½ 150 Water Supply 52.58 0.00 Hose Allowance At Source 1 • • • • • Route 2 • • • • • Pf Pe Pv DR 1.1010 13.16 4.43 0.031358 4'-11½ 0.531 212 41'-9½ 13.16 4.2 9.814 12'-0 -0.399 21 42'-8½ 9.946 16'-11½ 150 Sprinkler, E(7'-0), T(5'-0) • • • • • Route 3 • • • • • Pf Pe Pv BL 1.1010 13.17 4.44 0.031428 0'-10½ 0.247 213 41'-9 13.17 4.2 9.838 7'-0 -0.379 32 42'-7½ 9.706 7'-10½ 150 Sprinkler, E(7'-0) Pf Pe Pv AO 1.0250 13.17 5.12 0.044525 4'-2½ 0.489 32 42'-7½ 9.706 6'-9 -0.032 41 42'-8½ 10.163 10'-11½ 150 T(6'-9) • • • • • Route 4 • • • • • Pf Pe Pv DR 1.1010 13.24 4.46 0.031702 2'-8½ 0.529 206 41'-9½ 13.24 4.2 9.931 14'-0 -0.399 11 42'-8½ 10.060 16'-8½ 150 Sprinkler, 2E(7'-0) Pf Pe Pv BL 1.0250 13.24 5.15 0.044912 14'-6 0.955 11 42'-8½ 10.060 6'-9 34 42'-8½ 11.015 21'-3 150 T(6'-9) Pf Pe Pv BL 1.5050 13.24 2.39 0.006918 11'-7 0.080 34 42'-8½ 11.015 79 42'-8½ 11.095 11'-7 150 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 5:48:30PM 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 5:48:30PM 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. 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