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HomeMy WebLinkAbout2875 WHIPTAIL LOOP; ; FPC2018-0053; PermitPERMIT REPORT .cbtyOf Carlsbad Print Date: 02/29/2024 Job Address: 2875 WHIPTAIL LOOP, CARLSBAD, CA 92010 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2091200600 Track #: Valuation: $4,285,008.48 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Permit No: FPC2018-0053 Status: Closed - Finaled Fire Sprinklers Applied: 02/15/2018 Issued: 04/10/2018 DEV2017-0170 Finaled Close Out: 04/16/2021 Final Inspection: INSPECTOR: Fieri, Dominic Wong, Cindy Project Title: CARLSBAD OAKS NORTH LOT 7 Description: SAN DIEGO HAT CO (LOT 7) -SPRINKLER / 2 RISERS / NEW ESFR & ORDINARY HAZARD SPRINKLER SYSTEM (936 HEADS) FPContractor: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AVE SAN DIEGO, CA 92113-1702 (619) 266-6030 FEE AMOUNT FIRE Expedited Plan Review Per Hour - Office Hours $198.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $230.00 FIRE Plan Resub (3rd&Subsequent Submittal/hr) $132.00 Total Fees: $1,392.00 Total Payments To Date: $1,392.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 442-339-2665 1 Inspections: 442-339-2660 1 www.carlsbadca.gov A PRIME IA' STRUCTURAL ENGINEERS March 07, 2018 Project Name: SD Hat Company - RAF Lot 7 Project Address: 2875 Whiptail Loop Prime Structural Engineers is the structural engineer of the record for the above referenced project. It is to the best of PSE's knowledge that the loads imposed at the point of connections as shown by the sprinkler system plans prepared by Industrial Fire Sprinkler Co., Inc. dated November 22, 2017, onto the roof framing are accounted for in the original structural design which is in compliance with the current 2016 CBC's loading requirements. 60-1111VI S I CIVIV OPCALIO1 13272 Jacaranda Blossom Dr. Valley Center, CA 92082 Tel: (760) 751-3300 prime@pse-sd.com Bulletin 909 Rev. B Model N25 (SIN RA0912) K25.2 (360 metric) Early Suppression Fast Response Sprinkler w C CD (0 0 Co CD AV Model N25 ESFR Sprinkler Design Criteria General guidelines: Orientation: Pendent, deflector should be parallel with the ceiling or roof. System Type: Wet Pipe Systems Only Maximum area of coverage: 100 ft2 (9.3m2), greater coverage area are allowable in some cases. Minimum area of coverage: 64 ft2 (5.8m2) Maximum slope ceiling: 2/12 pitch (9.5°) Maximum spacing: 12 ft (3.7m) for building heights up to 30 ft (9.1m) and 10 feet (3.1m) for building heights greater than 30 ft (9.1 m) Minimum spacing: 8 feet (2.4m) Deflector distance from walls: At least 4 inches (102mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Deflector to Top of Storage: at least 36 in (914mm). Deflector to ceiling Distance: 6 - 18 in (152 - 457mm). Center Line of Thermal Sensing Element To Ceiling Distance: 4 - 17 in (101.6 - 425mm). Rai b1 Product Description The Reliable Model N25 Early Suppression Fast Re- sponse Sprinkler (ESFR/Quick Response Storage Sprin- kler) is intended for use against severe fire challenges. This sprinkler is designed to respond quickly to growing fires and deliver a heavy water discharge to "suppress" rather than "control." The Model N25 ESFR sprinkler utilizes a levered fus- ible alloy solder link in either a 165°F (74°C) or a 212°F (100°C) rating. FM Global considers this a "Quick Re- sponse" storage sprinkler for use per FM Data Sheet 8-9. The sprinkler has a Nominal K Factor of 25.2 (metric 360). The smaller deflector and frame provide a broad, very symmetrical, hemispherical pattern capable of sup- pressing fires between sprinklers in high storage height areas and at the same time retaining a high momentum central core to penetrate and suppress fires occurring directly beneath the sprinkler in low storage height ar- eas. The N25 ESFR sprinkler is also less susceptible to damage due to smaller deflector and frame design. The lighter N25 ESFR passed rough use and abuse test in the labs without plastic protectors. Application and Installation The Model N25 is an ESFR sprinkler is intended for installation in accordance with NFPA 13 and as a QR Storage Sprinkler for use in all FM Loss Prevention Data Sheets as well as approval of the Authority Having Ju- risdiction. Listings and Approvals FM Approved as a quick response storage sprinkler. CNBOP-PIB Technical Approval. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Technical Data: Sprinkler Maximum Ceiling Sprinkler Identification Classification Temperature Link Frame Temperature Number Color Color OF OF I °C I °C (SIN) Ordinary 165 I Black Uncolored 100 I 38 Intermediate 212 100 White White 150 66 RA0912 Material Data: Frame I Deflector j Load Screw Lever I Strut I Link I Cap I Washer I Kick Spring Assembly Brass Bronze I Stainless Stainless Stainless Beryllium Nickel, j Brass Beryllium I Stainless Steel Steel Steel Soldered I Nickel Steel FRAME WASHER KICK SPRING LINK ASSEMBLV- CAP LEVER STRUT LOAD SCREW DEFLECTOR 909FG02A Fig. 1 2. Storage Type NFPA FM Open Frame (that is, no solid shelves) Refer to NFPA 13, Single, Double, Multiple-Row, or Portable Rack Storage Chapters 16 and 17. Refer to FM 8-9. of Class l-IV and Group A or B Plastics Solid Pile or Palletized Storage of Class l-IV Refer to NFPA 13, Refer to FM 8-9. and Group A or B Plastics Chapters 14 and 15. Idle Pallet Storage Refer to NFPA 13, Refer to FM 8-24. Chapter 12. Rubber Tire Storage Refer to NFPA 13, Chapter 18. Refer to FM 8-3. Rolled Paper Storage (Refer to the standard) Refer to NFPA 13, Chapter 19. Refer to FM 8-21. Flammable Liquid Storage (Refer to standard) Refer to NFPA 30. Refer to FM 7-29. Aerosol Storage (Refer to the standard) Refer to NFPA 30B. Refer to FM 7-31. Automotive Components In Portable Racks Refer to NFPA 13, Refer to FM 8-1 and 8-9. (Control mode only; refer to the standard) Chapter 20. TABLE 1 COMMODITY SELECTION AND DESIGN CRITERIA OVERVIEW FOR MODEL ESFR-25 PENDENT SPRINKLERS Installation Data Sprinkler Type Thread Size "K" Factor Maximum Working Finish us Met- nc Pressure Pendent Only 1" NPT (Ri) 25.2 360 175 psi (12,1 bar) Bronze Maintenance The Model N25 ESFR Sprinkler should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinkler with soap and water, ammo- nia or any other cleaning fluid. Remove any sprinkler that has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be main- tained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be main- tained in the original cartons and packaging until used, to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Once operated, automatic sprinklers cannot be reassem- bled and reused. New sprinklers of the same size, type and temperature rating must be installed. A cabinet of re- placement sprinklers should be provided for this purpose. Model N25 ESFR Sprinkler Specification Sprinklers shall be Early Suppression Fast Response (ESFR) pendent suppression mode sprinklers specifically tested and [FM Approved] for commodity storage applica- tions. Sprinkler frame and deflector to be of bronze con- struction. Fusible link assembly shall utilize the strut and lever principle of operation with approved fast response black-painted or white-painted beryllium-nickel thermal element. Water seal shall consist of a Teflon-coated Bell- yule spring washer and brass cap assembly containing no plastic parts. ESFR sprinklers shall have a nominal K-factor of 25.2 with 1" NPT threaded end connections. Sprinkler temperature rating shall be [Ordinary 165°F (740C)] [Inter- mediate 212°F (1000C)]. : WRENCH FLAT 2.1" (53.3MM) - - LINK ASSEMBLY 8 8 .4MM) 1.55" (39.3MM) • " 34 (86 DEFLE " FRAME ARMS -0 I- 1.6" (40.8MM) CIA. -1 Fig. 3- Model Ni Wrench Use only the Model Ni sprinkler wrench for removal and installation. Any other type of wrench may damage the sprinkler. Note: When handling sprinklers, hold sprinklers only on frame arms and do not apply any force on the link as- sembly. Sprinklers should be tightened between 22 - 30 ft-lbs (29.8 - 40.7 Nm) torque. Sprinklers not tightened to recommended torque may cause leakage or impairment of the sprinkler. Damage sprinklers must be replaced im- mediately. Ordering Information Specify: Temperature rating Thread type 1" NPT or ISO 7-R1 Fig. 2 The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for almost 100 years. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled ® (800) 431-1588 Sales Offices Paper Rellmabl (914) 829-2042 Corporate Offices e (800) 848-6051 Sales Fax Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/17 P/N 9999970454 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH SIZE - 3/8" and 1/2" rod. MATERIAL - Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - Sus 203-EX 2551 <8> Approval guide - Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thickness of less than 3/4". INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8"= 60 inch lbs. or 1/2"= 125 inch lbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn. FEATURES * Listings allow installation with set screw up or down - see drawings. * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. * Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish. 1/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 162 UNIVERSAL RESTRAINING STRAP Nut optional, if insufficient rod dimension 51 SIZE- One size fits both 3/8" and 1/2" rod or set screw. Available lengths 4" and longer. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTINGS - c 1 us 203-EX 2551 PATENT - No. 5,897,088 FUNCTION - To enhance hanger attachment in areas subject to Earthquakes. INSTALLATION - Install tight to structure and component parts Minimum return on strap: 1" L-dimension is measured from hanger rod center to the strap end. FEATURES * Fast installation for new construction or retrofit. * Requires no hanger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts. (See drawings provided) ORDERING - Part # and L-dimension. 1/08 The purlin lip is not capable of supporting NFPA 13 fire sprinkler pipe at 1(wt.) +250 lbs mm. When manufacturers specify 200 lbs. max. P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 551 REVOLVER THREADED BRACKET SIZE - 3/8" rod. MATERIAL - Carbon Steel. FINISH - Plain, E.G. and S.S. LISTING/APPROVAL - c®us 203-EX 2551 PATENT - No. 6,568,642 FUNCTION - Listed to support max. 4" Steel, CPVC or Copper pipe. Listed hanger component per NFPA 13. INSTALLATION - per NFPA 13. Space by pipe type. Install on vertical mounting surface of wood, concrete or steel. Center hole accepts 3/8" and 1/2" NFPA 13 fasteners. ADDITIONAL UL LISTED FASTENERS PER NFPA 13 FOR STEEL PIPE LOADS -SEE TABLES.. &0312 t 13/8 .250 FEATURES * Universal fastener array for enhanced mounting. * Double fastener installation allows: Vertical - Hangs plumb from first fastener. Stops wood splitting along the grain. Horizontal - When vertical space is limited. * Radius -Tapped orifice: Aligns rod for easy thread engagement and eliminates structural deficiencies associated with rod inserts. * No speed/pal nuts required. ORDERING - Part # and fmish. UL Fasteners Locations I 1@ BorE 3@ A-C-E ® 2@ A-C 4@ A-C-D-F ® 2 B-E 3@ B-13-17 I Wood - No Pre Drill Mm. Min. Max. Fastener Qty. Pipe Steel - 1/4 or #14 Tek Mm. Mm. Max. Thickness Qty. Pipe Steel - #10 SMS or #905 Mm. Min. Max. Thickness Qty. Pipe 1/4 x I ½ Lag 1 2 14 GA. 1 3 18 GA. 1 2 /2 24 24 2 3 3 4 #14x1 V2 SMS 1 2 16 GA. 1 2',2 2 4 2 4 20 GA. 2 3 44 #16x2DS 2 2 18 GA. 1 2V 3 4 2 3 22 GA. 3 3 Wood - Thnu 5/8" Gyp. 20 GA. * 1 2 1/4x2 Lag 1 2 2 4 *@BONLY 2 3 3 4 DS= Drivo S- #14 , sco i ' X SMS SbeclMclalScrcw Lo= Log Boll 2 4 22 GA. 3 2 Y2 Gyp= Gypsum Boord 1/09 The Quick Grip Lateral Brace, part of the CADDY Line of fire sprinkler bracing systems from Pentair, is designed to help simplify installations when bracing service pipe for seismic or other catastrophic events. It features an innovative design for quick attachment of brace pipe to service pipe saving time and money. Easy two-step installation elminates extra trips between structure and service pipe Works with 1' and 1 1/4" (25 mm and 32 mm) brace pipes to reduce inventory Yellow tips provide a visual indicator that the bolts have been properly torqued Easy installation with an impact wrench from the bottom side of the clamp Meets NFPA®-13 requirements for seismic sway bracing =....=_{ L.Ill Material: Steel Finish: Electrogalvanized c®us OSHPD APPROVED . Fla r tNurnber . . . P .Suz pe . Height H" WLdth CSB000250EG 2 1/2 57/16 -57/8 63/4 C580G0300EG 3" 6 1/8 -6 1/2" 7 1/2" CSB000400EG 4 7 1/8 - 71/2" 8 3/4' CSB000600EG 6' 9 1/4 -9 5/8' 113/4" CSBQG0800EG 8" 113/8 -11 13/16 137/8" UL Lcads Part Number .. Servvie Pipe cheduL Lateral .. 1" Brace. Pipe ..r . 11/4 Brace Pipe CSB000250EG Dyna"FLow® 2.015 Lb 2.015 lb 10 2.015 Lb 2.015 lb 40 2.015 Lb 2.015 lb CSBQG0300EG Dyna"Ftow® 2.015 Lb 2,015 lb 10 2.015 Lb 2,015 lb 40 2.015 Lb 2,015 lb CSBQG0400EG Dyna-Flow® 2.015 Lb 2,015 Lb 10 2.015 Lb 2.015 Lb 40 2.015 Lb 2.015 lb +PENTAIR UL Loads .: Part Number Service Pipe Srhedul. Lateral . Brace Pipe ... 1 1/4 Brace Pipe CS8060600EG Mega-Flow 2.015 lb 2,015 lb 10 2.015 lb 2,015 lb 40 2.015 lb 2,015 lb CSBQG0800EG 10 2,0151b 2,0151b 40 2.015 lb 2.015 lb . . FM Loads .. . . ' . .... PdrtNumber . , . LiieJ Hztj1 C,~pacity ~r lrst .t n Ange trw er d - 44° .. 5° L? . 60° 74 75° - 90° CSBQG0250EG Lightwall 1,410 lb 2,000 lb 2,450 lb 2,740 lb 10 1,410 lb 2.000 lb 2,450 lb 2,740 lb 40 1 1.410 lb 2,000 lb 2.450 lb 2,740 lb CSBQG0300EG Lightwall 1.190 lb 1.680 lb 2,060 lb 2.300 lb 10 1,190 Lb 1.680 lb 2,060 lb 2,300 lb 40 1,190 lb 1.680 lb 2,060 lb 2,300 lb CSBQG0400EG Lightwall 1.190 lb 1,680 lb 2.060 lb 2,300 lb 10 1.190 Lb 1.680 lb 2,060 lb 2,300 lb 40 1.190 lb 1.680 lb 2,060 lb 2,300 lb CSBQG0600EG Lightwall 870 lb 1.230 lb 1,510 lb 1.690 lb 10 870 lb 1.230 lb 1,510 Lb 1.690 lb 40 970 lb 1.370 lb 1,680 lb 1.870 lb CSBQGO800EG 0.188" (WaLl Thickness) 790 lb 1.110 lb 1,360 lb 1.520 lb 40 790 lb 1.110 lb 1.360 lb 1,520 lb Dyna-Flow is a registered trademark of Allied Tube & Conduit Corporation. FM is a registered certification mark of FM Approvals LLC, LTD. NFPA is a registered trademark of National Fire Protection Association. Inc. UL, UR, cUL, cUR, cULus and cURus are registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available at erico.pentair.com and from your Pentair customer service representative. Improper instalLation, misuse, misapplication or other failure to completely follow Pentair's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2016 Pentair All rights reserved Pentair, CADDY, CADWELD, CRITEC, ERICO. ERIFLEX. ERITECH and LENTON are owned by Pentair or its global affiliates. ALL other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. ___ PENTAIR 'L g . I_ L. Use for both lateral and longitudinal sway brace applications Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Works with 1" through 2 brace pipes and 1/4' angle iron braces to reduce inventory Slotted design grabs service pipe for added gripping strength Meets NFPA®-13 requirements for seismic sway bracing A A IF Material: Steel c®us OSHPD APPROVED Part Number Pipe Siz CSBSTUO100EG 1• 67/8 1•' CSBSTUO125EG 1 1/4 73/8 1" CSBSTUO150EG 1 1/2 73/4 1" CSBSTU0200EG 2 8 1/8 13/16" CSBSTU025OEG 2 1/2 87/8" 13/16" CSBSTU0300EG 9 3/8 1 3/16" CSBSTU0400EG 105/8" 1 1/2" CSBSTU0500EG 12 1/8" 1 1/2" CSBSTU0600EG 6' 13 5/8 2 CSBSTU0800EC 8" 153/4 2" CSBSTU1000EG 10" 18 2 CSBSTUO100HD 1 67/8 1' CSBSTUO125HD 1 1/4" 73/8 1" CSBSTUO15OHD 1 1/2" 73/4 1'• CSBSTU0200HD 2 8 1/8 13/16" CSBSTU025OHD 2 1/2 8 7/8" 13/16" CSBSTU0300HD 3 9 3/8" 13/16" CSBSTU0400HD 4' 10 5/8" 1 1/2" CSBSTUOSOOHD 5 12 1/8' 1 1/2" +PENTAIR PaftNifrnh : P.pnSie A B CSBSTU0600HD 6' 135/8" 2" CSBSTUO800HD 8 153/4 2 CSBSTU1000HD 10" 18 2" UL Loads (Listed r Restraints] Part-Number D,iia-Flon®Service Pipe . Sch 10 Sérvic0 Fipt .... S.0.40 Service Pipe CSBSTU0100xx N/A 655 lb 655 Lb 655 lb 655 lb . ., 655 lb CSBSTlJ0125xx . .... CSBSTU0150xx 655 Lb 655 lb 655 lb DL Loads (Listed I i . n; Br Lsi L rj I Part Number L1na-Flow® rvice Pipe ,. EZ FLOWTM .',Service Pipe . h 10 Service Pip . Sch 40 rv'ce Pipe Dyne-Flow® Service Pipe EZ FLOW", Ser.Yice Pipe Sch 10 S i- Pipe Sch 40 Pipe -_Service CSBSTU0200xx 3.000 lb N/A 3.000 lb 3.000 lb N/A N/A N/A N/A CSBSTU0250xx 3.000 lb N/A 3.000 lb 3.000 lb 2,015 lb N/A 2.015 lb 2,015 lb CSBSTU0300xx 3,000 lb N/A 3.000 lb 3.000 Lb 2,015 lb N/A 2.015 lb 2,015 lb CS8STLJ0400xx 3,000 lb 3,000 Lb 3.000 lb 3.000 lb 2,015 lb N/A 2,015 lb 2.015 lb CSBSTU0500xx N/A 3,000 lb 3,000 lb 3,000 lb N/A N/A 2.015 lb 2,015 lb CSBSTU0600xx N/A 3,000 lb 3,000 lb 3,000 lb N/A 2,015 lb 2,015 lb 2.015 lb CSBSTU0800xx N/A N/A 3,000 lb 3.000 lb N/A N/A 2,015 lb 2.015 lb CSBSTU1000xx N/A N/A 3.000 lb 3.000 lb N/A N/A 3,000 lb 3,000 lb FM Loads (Lightwab. Sch 10 and Sch 40 Ske Pipes) ..: . ra1 Capacity rei ln-lalL(ior Ate from Vertical - Lai,[ dt . L 30 44'oJ 74 75 4* 45 59 5 740 75 90 CSBSTU0100xx 860 lb 1,220 lb 1,500 lb 1,670 lb 970 lb 720 lb 860 lb 960 Lb CSBSTU0125xx 860 lb 1.220 Lb 1,500 lb 1,670 lb 970 lb 720 lb 860 lb 960 Lb CSBSTU0150xx 860 lb 1,220 lb 1,500 Lb 1.670 lb 970 Lb 720 lb 860 lb 960 Lb CSBSTU0200xx 1,530 lb 2.160 lb 2,650 lb 2.960 lb 870 lb 690 lb 830 lb 930 Lb CSBSTU0250xx 1,530 lb 2.160 lb 2,650 lb 2,960 lb 870 lb 690 lb 830 lb 930 Lb CSBSTU0300xx 1.530 Lb 2,160 lb 2.650 lb 2.960 lb 870 lb 690 lb 830 lb 930 Lb CSBSTU0400xx 1.570 lb 2,220 lb 2.720 lb 3.030 lb 1.550 lb 1.390 lb 1,680 Lb 1,870 lb CSBSTU0500xx 1.570 lb 2.220 lb 2.720 lb 3.030 lb 1.550 lb 1.390 lb 1.680 Lb 1,870 Lb CSBSTU0600xx 1.980 lb 2.810 lb 3.440 lb 3.840 Lb 1,470 lb 1.170 lb 1,410 lb 1,570 Lb FM Loads (0.188" wait and Sch 40 Service Pipes) .Horizontal Capacity per lnstabtlw. Agle from Vertical . Parl H r . te Longitudinal 3044 450. 590 600 -741 750 _900 ,3Q0_440 45 .9 600 .740 75°-90° CSBSTU0800xx 2,040 lb 2.890 lb 3.540 lb 3,950 lb 1,200 lb 1.700 Lb 2,090 lb 2.330 lb CSBSTU1000xx 2.040 lb 2.890 lb 3.540 lb 3,950 lb 1.200 lb 1.700 lb 2,090 lb 2,330 lb +PENTAIR (*TITI)J Dyna-Flow is a registered trademark of Allied Tube & Conduit Corporation. FM is a registered certification mark of FM Approvals LLC. LTD. NFPA is a registered trademark of National Fire Protection Association, Inc. UL. UR, cUL, cUR, cULus and cURus are registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available at erico.pentair.com and from your Pentair Customer service representative. Improper installation, misuse, misapplication or other failure to completely Follow Pentair's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2016 Pentair All rights reserved Pentair, CADDY, CADWELD, CRITEC. ERICO. ERIFLEX. ERITECH and LENTUN are owned by Pentair or its global affiliates. All other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. ___ +PENTAIR Universal design allows one product to attach directly to concrete, wood, bar joist or I-beam adapters Snap-off bolt head helps enable easy installation and inspection of seismic sway braces Use for both lateral and longitudinal sway brace applications Works with 1" through 2" brace pipes and 1/4 angle iron braces to reduce inventory Center bolt does not require tightening Meets NFPA®-13 requirements for seismic sway bracing !0 -.4HSk Material: Steel c®us <8> OSHPD APPROVED Part Number Finish Hole Size HS A B C CSBUNIV050EG Electrogalvanized 9/16" 51/4" 4' 1 5/8' CSBUNIV075EG Electrogalvanized 13/16" 5 1/4" 4' 1 5/8" CSBUNIV05OHD Hot-Dip Galvanized 9/16" 5 1/4" 4' 1 5/8" UL Loads Brace Type Service Pipe Size Rating Pipe 1' - 10" 3.000 lb 1/4 Thick Angle 1'- 8 2.015 lb FM Loads : Brace Type Service Pipe Size Horizontal Capacity per InstaLlation Angle from Vertical " 3U - 440 450 - 59C 74° 75° - 90° Pipe N/A 1.620 lb 2.300 lb 2,820 lb 3.140 lb A PENTAIR FM is a registered certification mark of FM Approvals LLC, LTD. NFPA is a registered trademark of National Fire Protection Association. Inc. UL. UR, cUL. cUR, cULus and cURus are registered certification marks of UL LLC. WARNING Pentair products shall be installed and used only as indicated in Pentair's product instruction sheets and training materials. Instruction sheets are available at erico.pentair.com and from your Pentair customer service representative. Improper installation, misuse, misapplication or other failure to completely follow Pentair's instructions and warnings may cause product malfunction, property damage, serious bodily injury and death and/or void your warranty. © 2016 Pentair All rights reserved Pentair. CADDY. CADWELD, CRITEC, ERICO, ERIFLEX, ERITECH and LENTON are owned by Pentair or its global affiliates. ALL other trademarks are the property of their respective owners. Pentair reserves the right to change specifications without prior notice. ___ PENTAIR ES-A-3000SS Series 3000SS A M E S Double Check Detector Assemblies FIRE Sizes: 21/2 - 12" (65 - 300mm) Series 3000SS Double Check Detector Assemblies are designed for use in accordance with water utility non-health hazard containment requirements. It is mandatory to prevent the reverse flow of fire protection system substances, i.e., glycerin wetting agents, stagnant water and water of non-potable quality from being pumped or siphoned into the potable water supply. Specifications A Double Check Detector Assembly shall be installed on fire protection systems when connected to a potable water supply. Degree of hazard present is determined by the local authority having jurisdiction. The main valve body shall be manufactured from 300 Series stainless steel to provide corrosion resistance, 100% lead free through the waterway. The double check detector assembly consists of two independently operating, spring loaded check valves, two UL, FM, OSY resilient seated gate valves, and bypass assembly. The bypass assembly consists of a meter (cubic ft. or gallons), a double check including shutoff valves and required test cocks. Each cam-check shall be internally loaded and provide a positive drip tight closure against reverse flow. Cam-check includes a stainless steel cam arm and spring, rubber faced disc and a replaceable seat. There shall be no brass or bronze parts used within the cam-check valve assembly. The check valve seats shall be of molded thermoplastic construction. The use of seat screws as a retention method is prohibited. All internal parts shall be accessible through a single cover on the valve assembly. The valve cover shall be held in place through the use of a single grooved style two-bolt coupling. The bypass line shall be hydraulically sized to accurately measure low flow. The bypass line shall con- sist of a meter, a small diameter double check assembly with test cocks and isolation valves. The bypass line double check valve shall have two independently operating modular poppet check valves, and top mounted test cocks. The assembly shall be an Ames 3000SS. Materials All internal metal parts: 300 Series stainless steel, Main valve body: 300 Series stainless steel, Check assembly: Noryl® Flange dimension in accordance with AWWA Class D. Noryl® is a registered trademark of General Electric Company. Contractor Approval Contractor's P.O. No. Features Patented Cam-Check Assembly valve provides low head loss Short lay length is ideally suited for retrofit installations Stainless Steel body is half the weight of competitive designs reducing installation and shipping cost Stainless steel construction provides long term corrosion protection and maximum strength Single top access cover with two-bolt grooved style coupling for ease of maintenance No special tools required for servicing Compact construction allows for smaller vaults and enclosures Furnished with %' x 3/4' bronze meter (gpm or cfm) Detects underground leaks and unauthorized water use Maybe installed horizontal or vertical "flow up" position Available Models Suffix: LG - less shutoff valves OSY - ULIFM outside stem and yoke resilient seated gate valves OSY FxG - flanged inlet gate connection and grooved outlet gate connection OSY GxF - grooved inlet gate connection and flanged outlet gate connec- tion OSY GxG - grooved inlet gate connection and grooved outlet gate connection CFM - cubic feet per minute GPM - gallons per minute meter Post indicator plate and operating nut available - consult factory Job Name Job Location Engineer Approval Representative Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise measurements, please contact Ames Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. www.amesfirewater.com I I A Pressure - Temperature Temperature Range: 33°F - 110°F (0.5°C - 43°C) Maximum Working Pressure: 175psi (12 bar) Capacity Flow curves as tested by Underwriters Laboratory per UL 1469, 1996. * Rated flow UL Tested We psi 21/211 (65mm) 83 12 69 10 55 8 28 4 14 2 0 25 50 100 150 200 250 300 350 400 450 500 525 gpm 95 190 380 570 760 950 1140 1330 1520 1710 1900 1995 1pm 15 fps 4.6 mpg kPa psi 3" (80mm) * ** MMMMMMMEEMMEOMM .. •IP! :• kPa psi 41 (100mm) ** 103 15 83 12-----------—----- 62 9 41 6 21 37X 0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 gpm 171 380 570 760 950 1140 1330 1520 1170 1900 2090 2280 2470 26602850 1pm 5 10 15 fps 1.5 3 4.6 mpg Standards ASSE 1048, AWWA C510-92, CSA 1364.5, UL 1469 Approvals UL Classified (OSY only), FM (sizes 21/2 - 10, OSY only) ,SSIP, Approved G <6t> kPa psi 6" (150mm) * ** 103 15 83 12 62 9 41 6 21 3 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 13901400 1500 gpm 380 760 1140 1520 1900 2289 2660 3040 3420 38004190 4560 4940 5320 5700 1pm 5 10 15 fps 1.5 3 4.6 nips kPa psi 8" (200mm) 83 12 62 9 41 6 21 3 0 250 500750 1000 1250 1500 17502000 2250 2500 8pm 950 1900 2950 3800 4750 5700 6650 7600 8550 9500 1pm 5 10 15 fps 1.5 3 4.6 mps kPa psi 10" (250mm) * ** 103 15 83 12 62 9 41 6 21 3 0 250 500750 1000 1250 1500 17502000 2250 2500 3000 3500 gpm 950 1900 2850 3800 4750 5700 6650 7600 8550 9500 11400 13300 1pm 5 10 fps 1.5 3 Mpg kPa psi 12" (300mm) 110 16 97 14 83 12 69 10 55 8 41 6 28 4 14 2 0 500 1000 1500 2000 2500 3000 3500 40004500 gpm 1900 3800 5700 7600 9500 11400 13300 15200 17100 1pm 5 10 Ills 1.5 3 mpg SIZE (ON)Il]I8I83l11I1l8 NET WEIGHT 1141'114111B in. mm in. A mm in. C (OSY) mm 0 in. mm G in. mm L in. mm P in. mm w/Gates lb. kg. w/o Gates lb. kg. 21/2 65 37 965 16/s 416 3'/2 89 10 250 22 559 121/2 318 155 70 68 31 3 80 38 965 18/8 479 33/4 95 10 250 22 559 13 330 230 104 70 32 4 100 40 1016 22/4 578 41/2 114 10 250 22 559 141/2 368 240 109 73 33 6 150 481/2 1232 301/8 765 51/2 140 15 381 271/2 699 151/2 394 390 177 120 54 8 200 521/2 1334 373/4 959 6/4 171 15 381 291/2 749 181/2 464 572 259 180 82 10 250 1 551/2 1410 1 453/4 1162 1 8 200 1 15 381 1 291/2 749 191/2 495 774 351 1 190 86 12 300 1 571/2 1461 1 53'/8 1349 1 91/2 241 1 15 381 1 291/2 749 21 533 1044 474 1 220 100 A A M E S FIRE & WATERWORKS www.amesfirewater.com (D. A Watts Water Technologies Company USA: Backflow- 1427 N. Market Blvd • Suite #9 • Sacramento, CA 95834 • T: 916-928-0123 • F: 916-928-9333 Control Valves- 18550 Hansen Road • Houston, TX 77075 • T. 713-943-0688 • F: 713-944-9445 Canada: 5435 North Service Rd. • Burlington, ONT. 1-71- 51-17. T. 905-332-4090 • F: 905-332-7068 ES-A-3000SS 0936 0 2009 Ames Fire & Waterworks Fig. 1000 - "Fast Clamp" Sway Brace Attachment Component of State of California OSHPD Approved Seismic Restraints System Size Range - Pipe size to be braced: 1" thru 6" Schedule 10 thru 40 IPS.* Pipe size used for bracing: 1" and 11/4" Schedule 40 'PS. * Additionally (UL) approved for use to brace Schedule 7 sprinkler pipe up to 4" (maximum horizontal design load 655 lbs.) Torque requirement 6 - 8 ft. lbs. Material - Carbon Steel Function - For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace sys- tem: Fig. 1000 is used in conjunction with a TOLCO Fig. 900 Series Fitting and joined together with bracing pipe per NFPA 13* or TOLCO OSHPD Approved Seismic Manual, forming a complete sway brace assembly. Features - Field adjustable, making critical pre-engineering of bracing pipe unnecessary. Unique design requires no threading of bracing pipe. Can be used as a component of a 4-way riser brace. Can be used as longitudinal brace with Fig. 907. Comes assembled and individually packaged with illustrated installation instructions - sizes are clearly marked. Steel leaf spring insert provided to assure installer and inspector necessary minimum torque has been achieved. Installation - The Fig. 1000 is the "braced pipe" attachment component of a lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and TOLCO structural attach- ment component, Fig. 980, 910 or 909 to form a complete bracing assembly. Follow NFPA 13 and/or OSHPD guidelines. To Install - Place the Fig. 1000 over the pipe to be braced, insert bracing pipe through opening leaving a minimum of 1" extension. Brace pipe can be installed on top or bottom of pipe to be braced. Tighten hex nuts until leaf spring is flat. It is recommended that the brace angle be adjusted before hex nuts are fully tightened. Approvals - Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement informa- tion relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Application Note - Position Fast Clamp and tighten two hex nuts until leaf spring flattens. A minimum of 1 ' pipe extension beyond the Fig. 1000 is recommended. Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Order first by pipe size to be braced, followed by pipe size used for bracing, figure number and finish. Maximum Design Load 1" thru 4" pipe size - 2015 lbs. 6" size - 1265 lbs. FM Approved Design Loads* 1"- 21/2" -600 lbs 3" - 4" - 700 lbs. C®US USTED TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFACE/MANUFACTURING FACIUTY • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 1755 Page 1 0f6 MICROFAST® QUICK 4J IF(II*1G RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Microfast® Quick Response Pendent Sprinkler VK302 is a small thermo- sensitive glass bulb spray sprinkler available with various finishes and temperature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatingscan be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmos- pheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves ENT finish as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class Series 2000 [] VdS Approved: Certificates G414009 and G414010 LPCB Approved (( CE Certified: Standard EN 12259-1:1999, A3:2006 Certificate of Constancy of Performance 0832-CPR-50021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) Refer to Approval Chart 1 and Design Criteria cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar) Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 OF (-55 °C) Overall Length: 2-1/4" (58 mm) *cuLus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051000 or Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sørinklers: Belleville Spring-Exposed For ENT Coated Sprinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated. Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175 OF (79 °C) = D, 200°F (93 °C) = E, 286 OF (141 °C) = G For example, sprinkler VK302 with a Brass finish and a 155 OF (68 °C) temperature rating = Part No. 12979AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the current Viking price list.) Form No. F_033314 17.06.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for CCCF approved sprinkler.) Page 2 of 6 ® MICROFAST® QUICK N411UNG4 RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler Wrenches: Standard Wrench: Part No. 10896W/13 (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B** (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool*** Part No. 15915 (available since 2010) **A 1/2' ratchet is required (not available from Viking). ***Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast® Quick Response Pendent Sprinkler VK302 is available through a network of domestic and international dis- tributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Protective Sprinkler ,,,..Wrench Flat Clip I Protective Sprinkler Cap Figure 1: Standard Sprinkler Wrench 10896W1B Form No. F_033314 17.06.02 Rev 17.1 Page 3 of 6 MICROFAST® QUICK l:II[•ijw RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES F__ Ordinary 135 °F (57 °C) 100 °F (38 °C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, and Black Polyester. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-13. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Sprinkler wrench 13655WIB for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W1B for Recessed Pendent Sprinklers Form No. F033314 17.06.02 Rev 17.1 - P Page 4 of 6 ® MICROFAST® QUICK RESPONSE PENDENT NIKJNG* SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com er Base Sprinkler I Thread Size Nominal Overall Listings and Approvals3 Part SIN K-Factor Length (Refer also to Design Criteria.) Number' tle Sy NPT BSP US metric2 Inches mm cULus4 VdS LPCB (E 12979 VK302 Pendent 1/2° 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2, C2X Al A1Z, BIY D1Z, C1Y -- -- 19780 1 VK302 Pendent 1/2° -- 5.6 80.6 2-1/4 58 -- -- -- -- -- D3 21354 VK302 Pendent -- 15 mm 5.6 80.6 2-1/4 58 -- -- -- -- -- D3 • uct Below - Limited Availability ontact Local Viking 06662B VK302 Pendent 1/2° 15 mm 1 5.6 1 80.6 1 2-1/4 58 A1Z, B1Y, D2, C2X I -- -- -- -- -- 18021 VK302 Pendent 1/2° 15mm 5.6 1 80.6 1 2-1/4 58 AiX, B1Y Al I AIX, B1Y I Dlx, C1Y8 I DIX, CIY9 - Approved Temperature Ratings Approved Finishes Approved Escutcheons A- 135°F (57 °C), 155°F (68 °C), 175°F 1 - Brass, Chrome, White X - Standard surface-mounted escutcheon or the (79 °C), 200 °F (93 °C), 286 °F (141 °C) Polyester56, Black Polyes- Viking Micromatic Model E-1 Recessed Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F ter58 Y - Standard surface-mounted escutcheon or the (79 °C), and 200 °F (93 °C) 2 - ENT5 Viking Microfast Model F-i Adjustable Escutcheon, or recessed with the Viking Micro- C -155°F (68 °C), 175°F (79 °C), and 3-Chrome mati& Model E-1, E-2, or E-3 Recessed Escutcheon 200 °F (93 °C) Z - Standard surface-mounted escutcheon or the D- 155°F (68 °C), 175°F (79 °C), 200°F Viking Microfasr5' Model F-i Adjustable Escutcheon (93 °C), 286 °F (141 °C) Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. - cULus Listed as corrosion-resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2001. 8 CE Certified, Standard EN 12259-1, EC-certificates of conformity 0832-CPD-2001 and 0832-CPD-2003. MED Certified, Standard EN 12259-1, EC-certificates of conformity 0832-MED-1003 and 0832-MED-1008. cULus Listing Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is cULus Listed as indicated in the Approval Chart for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and stan- dards, whenever applicable. Form No. F_033314 17.06.02 Rev 17.1 Page 5 of 6 N41KJNG* MICROFAST® QUICK l:Il[.qi.,yw RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com . . . . . . . . .... . iecr? Kim fIonse Aw axi!um152 I - Base Part - SIN Sprinkler Thread Size 71 Nominal K-Factor Overall Length FM Approvals3 NPT BS U.S. I metric2 Inches I mm Number' Style (Refer also to Design Criteria.) 12979 VK302 Pendent 1/2" 1 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 t.1tL. Produc t Below Limited A 7IF77Im( Local Viking Office) 06662B VK302 Pendent 1/2" 15 mm 1 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 Pendent 1/2" 1 15 mm 1 5.6 80.6 2-1/4 1 58 A1Z, B1Y Approved Escutcheons Approved Temperature Ratings X - Standard surface-mounted escutcheon or the A - 135 °F (57 °C), 155°F (68 °C), 175°F (79 °C), 200 °F Viking Micromatic Model E-1 Recessed (93 °C), 286 °F (141 "C) Approved Finishes Escutcheon B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 1 -Brass, Chrome, White Polyester4, V - Standard surface-mounted escutcheon or the 200 °F (93 °C) and Black Polyester4 Viking Microfast® Model F-i Adjustable Escutcheon, C - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 2 - ENT' or recessed with the Viking Micromatic Model E-1 °F (141 °C) or E-2 Recessed Escutcheon D - 155°F (68 °C), 175°F (79 °C), 200 °F (93 °C) Z - Standard surface-mounted escutcheon or the Viking Microfast® Model F-i Adjustable Escutcheon Footnotes 1 Base part number shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the FM Approvals available at the time of printing. Other approvals may be in process. "Other colors are available on request with the same Approvals as the standard colors. FM approved as corrosion resistant. FM Anoroval Requirements: The Viking Microfast® Quick Response Pendent Sprinkler VK302 is FM Approved as quick response Non-storage pendent sprinklers as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F033314 17.06.02 Rev 17.1 Page 6 of 6 MICROFAST® QUICK N41KJNG4 SPRINKLER VK302 (K5.6) l.I:lI[.,i.,yw RESPONSE PENDENT The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ceiling Opening Size: 112" 2-5/16" (59 mm) minimum (15 mm) 2-1/2" (64 mm) maximum NPT MW 2-1/4" (57 mm) 1-112" (38 mm) Mm. Installed with a standard Installed with a Microfast Note: At maximum, adapter 1/8" surface-mounted Model F-I Adjustable is exposed 112" (13 mm) escutcheon Escutcheon from face of ceiling Figure 3: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon 1-1/8" (29 mm) Mm. (54 mm) (51 mm) Max. MEMO Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 1-1/8" (29 mm) Mm. Installed with a Installed with a Model Model E-I Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 4: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_033314 17.06.02 Rev 17.1 Replaces Form No. F_033314 Rev 16.4 (Added PN for CCCF approved sprinkler.) Page 1 of 4 MICROFAST® QUICK \J I 1(1 Fs1GjA A RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com DESCRIPTION The Viking Microfast® Quick Response Upright Sprinkler VK300 is a small, thermosensitive, glass-bulb spray sprinkler available in several differ- ent finishes and temperature ratings to meet design requirements. The spe- cial Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coat- ings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM global approves the ENT coating as corrosion resistant. FM Global has no approval classification Polyester coatings as corrosion resistant.) LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Classes 2002 and 2020 Refer to Approval Chart 1 and Design Criteria on for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 "F (-55 "C) Overall Length: 2-3/16" (56 mm) *cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Viking Technical Data may be found on Deflector: Brass UNS-C23000 or Copper UNS-C19500 The Viking Corporation's Web site at Bulb: Glass, nominal 3 mm diameter http://www.vikinggroupinc.com. Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with The Web site may include a more recent PTFE Tape Screw: Br:ssUNS-C36000 edition of this Technical Data Page. Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS- S30400 For Polyester Coated SDrinklers: Belleville Spring-Exposed For ENT Coated Sorinklers: Belleville Spring-Exposed, Screw and Pipcap - ENT plated Ordering Information: (Also refer to the current Viking price list.) Order Viking Microfast® Quick Response Upright Sprinkler VK300 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, and ENT = JN Temperature Suffix (°F/°C): 135°/57° =A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK300 with a 1/2" NPT thread, Brass finish and a 155 °F/68 "C temperature rating = Part No. 12978AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrench: Standard Wrench: Part No. 10896W/B (available since 2000) Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. Form No. F_052114 Rev 15.2 Page 2 of 4 MICROFAST® QUICK \1IF(1 FIG RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Microfast5 Quick Response Upright Sprinkler VK300 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE ni RATINGS AND FINISHES — I —m WTAM 6 1 e Era etVe X in 0— ieaQ_reMating1iIIIIIIIIIIIlIlI[ larx W qlu Ordinary 135 °F(57°C) 100 °F(38 C) Orange Ordinary 155 °F (68 C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 C) Green High 286 °F (141 °C) 225 F (107 C) Blue Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black PTFE. ENT in all temperature ratings except 135 °F (57 °C) Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester, ENT, and PTFE coatings. For ENT coated automatic sprinklers, the waterway is coated. Protective Sprinkler Cap— Wrench Flat Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_052114 Rev 15.2 Page 3 of 4 N IKII1® MICROFAST® QUICK RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com am ur eswonse 3EO Mirnum Sl(1 arl! Base Part Thread Size Nominal K-Factor Overall Length Listings and Approvals3 SIN Number1 U.S. metri0 Inches mm cULus VdS LPCB I NYC8 CE NPT BSP 12978 VK300 1/2" 15 mm 5.6 80.6 2-3/16 56 j Al, B2 -- -- See footnote 7. -- I NOTICE - Product Below - Limited Availability (Contact Local Viking 7Office) 06661B j VK300 I 1/2" 1 15 mm I 5.6 I 80.6 I 2-3/16 56 I Al, B2 -- -- Isee footnote 7.1 -- Approved Temperature Ratings A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), and Approved Finishes ° IlAl°(" / 1 - Brass, Chrome, White Polyester5'6, and Black Polyester5'6 B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2-ENT6 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 'This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. "Listed by Underwriters Laboratories Inc. for us in the U.S. and Canada Other colors are available on request with the same Listings and Approvals as the standard colors. 6 cULus Listed as corrosion resistant. Meets New York City requirements, effective July 1, 2008 6Accepted for use, City of New York Board of Standards and Appeals, Calendar Number 219-76-SA and City of New York Department of Buildings, MEA 89-92-E, Vol. 16. cULus Listing Requirements: The Viking Microfast® Quick Response Upright Sprinkler VK300 is cULus Listed as indicated in Approval Chart I for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light and Ordinary Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 15.2 Page 4 of 4 NIKING® MICROFAST® QUICK A 1 AA RESPONSE UPRIGHT SPRINKLER VK300 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Mmum I S (2 ar)1&P Base Part SIN Thread Size Nominal K-Factor Overall Length FM Approvals3 Number' NPT BSP U.S. metric2 Inches mm (Refer also to Design Criteria below.) 12978 VK300 1/2" 15 mm 5.6 80.6 j 2-3/16 1 56 Al, B2 NOTICE - Product Below - Limited Availability Office) (Contact Local Viking 06661B VK300 1/2" 1 15 mm 1 5.6 1 80.6 2-3/16 I 56 Al, B2 Approved Temperature Ratings Approved Finishes A- 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200°F (93 °C), and 286 °F (141°C) 1 White Polyester5, and Black B - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), and 286 °F (141°C) 2 - ENT6 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the FM Approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. 6 FM approved as corrosion resistant. FM Aooroval Requirements: The Microfast® Quick Response Upright Sprinkler VK300 is FM Approved as a quick response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page QRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052114 Rev 15.2 I It Hydraulic Calculations Project Name: Drawing3 for Location: Drawing Name: Roof Piping Plan revised 4-23-18 Design Remote Area Number: RA #1 Occupancy Classification: ESFR Calculation Date: 5/22/2018 Density: 20.000 Area of Application: NA Coverage per Sprinkler: I 30ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 250.00 at Node: 22 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1616.59 @ 113.409 Type of System: Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 112.682 Right: 159.110 M.E.P.CAD, Inc. P, IlAutoSPRINK 2018 04.1.4.0 RA #1 5/22/201810:51:56AM Page 1 5000 0500 '000 1501 4000 4500 2000 3000 2500 3500 Flow - gpm Hydraulic Graph N 1.85 Date: 5/22/2018 Static Pressure 2500 500.00 142.000 Water Supply Summary Sheet Node: 1 1616.59@113.409 System demand curve 13 12C OIC 45 3C 15 Job Name: Drawing3 Remote Area Number: RA #1 150 I&©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.0 5/22/2018 10:51:59AM Page 9c a. 6C 1 Job Number: I Renort Descrintion: ESFR (RA 91 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 91.358 Sprinkler 497 112.96 112.70 25.2 20.093 Sprinkler 499 112.87 112.70 25.2 20.062 Sprinkler 568 112.82 112.70 25.2 20.043 Sprinkler 570 112.73 112.70 25.2 20.012 Sprinkler 640 112.79 112.70 25.2 20.032 c Sprinkler 644 112.70 112.70 25.2 20.000 Sprinkler 651 114.15 112.70 25.2 20.518 Sprinkler 2081 115.77 112.70 25.2 21.107 Sprinkler 2090 114.34 112.70 25.2 20.588 Sprinkler 2118 114.19 112.70 25.2 20.534 Sprinkler 2124 115.64 112.70 25.2 21.059 Sprinkler 2168 115.62 112.70 25.2 21.052 c> Most Demanding Sprinkler Data 1, 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.1.4.0 5/22/2018 10:52:00AM Page 3 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 144.000 142.000 1 2500.00 143.107 1616.59 113.409 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 915 31-6 43.235 973 31-6 44.892 989 31-6 43.384 1048 31-6 44.874 1065 31-6 43.503 1139 31-6 43.596 1172 31-6 44.860 1213 31-6 43.667 1251 31-6 44.849 1287 31-6 43.719 1327 31-6 44.841 1363 31-6 43.752 1403 31-6 44.836 1443 31-6 43.772 1483 31-6 44.834 1523 31-6 43.786 1561 31-6 44.831 1607 31-6 43.792 1637 31-6 44.830 1&© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 v14. 1. 5/22/2018 10:52:03AM Page 4 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1683 31-6 43.794 1718 31-6 44.830 I -101-9 Supply 113.409 1616.59 22 0'-6 Hydrant 91.358 250.00 497 33-9 Sprinkler 20.093 112.96 499 33'-9 Sprinkler 20.062 112.87 568 33-9 Sprinkler 20.043 112.82 570 33-9 Sprinkler 20.012 112.73 640 33-9 Sprinkler 20.032 112.79 644 33-9 Sprinkler 20.000 112.70 651 33'-9 Sprinkler 20.518 114.15 2081 33-9 Sprinkler 21.107 115.77 2090 33-9 Sprinkler 20.588 114.34 2118 33-9 Sprinkler 20.534 114.19 2124 33-9 Sprinkler 21.059 115.64 2168 33'-9 Sprinkler 21.052 115.62 5 -10-6 109.970 7 -5-0 94.121 8 -1-10% 106.333 9 -1-10% 109.333 10 -101-9 113.377 13 -4-0% 94.167 14 -5-0 94.124 1&© M.E.P.CAD, Inc. IAutoSPRlNK 2018 v14.1. 5/22/2018 10:52:03AM Page 5 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 15 -5-0 94.124 16 -5-0 96.108 21 -6-0 94.226 27 -6-0 94.475 38 -6-0 76.562 57 0'-6 71.611 65 0-6 71.293 86 31-6 41.679 106 31-6 48.221 152 31-6 41.619 177 31-6 46.804 200 31-6 48.227 212 31-6 41.570 237 31-6 46.396 281 31-6 41.492 306 31-6 46.100 354 31-6 41.366 379 31-6 45.832 430 31-6 41.158 457 31-6 45.560 502 31-6 40.843 523 31-6 45.288 571 31-6 40.796 ,© M.E.P.CAD, Inc. III AutoSPRINK 2018 v14.1., 5/22/2018 10:52:03AM Page 6 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 592 31-6 45.115 642 31-6 40.827 662 31-6 45.017 743 31-6 44.976 760 31-6 42.826 771 31-6 43.051 817 31-6 44.942 898 31-6 44.914 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1. 5/22/2018 10:52:03AM Page 7 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as "plug. negati'r, Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) .. Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 644 33'-9 25.2 112.70 2 (See Notes) 8'-4 120 20.000 S• • Route I Sprinkler 0.062176 8 -4 651 33'-9 94.61 2.2030 0.518 651 33'-9 25.2 114.15 2 (See Notes) 67'-6 120 20.518 Sprinkler, 20-0 0.268843 0.975 662 31 208.75 2.2030 2P0(10'-O)-6 87-6 23.524 662 316 355.65 6 101-0 120 45.017 Flow (q) from Route 2 592 31 564.40 0.009711-6 6.3570 10'-O 0.097 592 316 209.15 6 10-0 120 45. 115 Flow (q) from Route 3 0.017399 523 31'-6 773.55 6.3570 101-0 0.174 523 31'6 209.72 6 101-0 120 45.288 Flow (q) from Route 5 0.027118 457 31'-6 983.27 6.3570 10'-O 0.271 457 31'6 59.44 6 91-0 120 45.560 Flow (q) from Route 27 0.030228 379 31'-6 1042.71 6.3570 91-0 0.272 379 31'6 59.91 6 8'-0 120 832 Flow (q) from Route 4 0.033520 306 31-6 . 1102.62 6.3570 8'-O 0.268 306 31'6 60.93 6 8'-0 120 100 Flow (q) from Route 11 0.037027 237 31'-6 1163.54 6.3570 8'-O 0.296 237 31'6 62.47 6 10-0 120 46. 396 Flow (q) from Route 12 0.040788 177 31-6 1226.02 6.3570 10-0 0.408 177 31-6 64.94 6 (See Notes) 6'- 8% 120 46.804 Flow (q) from Route 13 25-0 0.044875 200 31-6 1290.96 6.3570 fT(25'-O)31-8?/2 1.423 200 31'-6 75.63 6 (See Notes) 120'-3% 120 48.227 Flow (q) from Route 8 3fE(10'-O), 2f(-0.000) T(37'-81/2) 72'-81/2 0.049859 13.442 65 0'-6 1366.59 6.3570 193-0 9.624 JEE(6-0), &..©M.E.P.CAD, Inc. JAutoSPRlNK2018v14.1.4.0 RA #1 5/22/2018 10:52:07AM Page 8 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (N) and shown as a negative va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi' Elev(pe) ' Node 2 Elev2 00) Total Flow Actual ID Total (Foot) Friction(Pf) 65 0-6 8 (See Notes) 1'7 120 71.293 E(21'-11/2) 21'-l% 0.014019 -0.000 57 0-6 1366.59 8.2490 22'-81/2 0.318 57 0'-6 6 (See Notes) 9'- 111/2 140 71.611 2E(23-11/2) 46'-21/2 0.037980 2.818 38 -6'-0 1366.59 6.3400 562 2.133 38 -6-0 6 (See Notes) 127oY2 150 76.562 EE(3'-11), PIV(1'-8), E(7'-101/2 ),T(16-lO) .0.111577 -0.434 15 -5'-0 1366.59 4.9500 161-31/2 17995 15 -5-0 8 65'-6 150 94.124 0030287 16 -5'-0 135394 64470 65 6 1.984 16 -5-0 262.65 8 (See ' 4 Notes) 244'2 150 96.108 Flow (q) from Route 7 2EE(4 9%) 2E(9'-71/2) 28'-10 0042044 2.384 5 106 161659 64470 2730 11.478 5 -10-6 12 (See Notes) 10'21/2 140 109.970 E(45-31/2) 45'-3% 0.001885 -3.741 8 -1-101/2 1616.59 12.5200 56-6 0.105 8 -1-101/2 10 (See Notes) 01 0 120 106.333 BFP(3000) 0007419 9 4-101/2 161659 100200 01-0 3.000 9 -1-101/2 12 (See Notes) 11'5 140 109.333 2E(45-31/2) 90'-61/2 0.001885 3.852 10 -10-9 1616.59 12.5200 ioi'-ii 0.192 10 -101-9 12 (See Notes) 119 150 113.377 Water Supply 0.002722 I -10'-9 1616.59 11.3100 11'-9 0.032 0.00 113.409 Hose Allowance At Source Total(Pt) Route 1 1 1616.59 644 33-9 25.2 112.70 2 (See Notes) 11'O 120 20.000 '•.. Route 2 • Sprinkler 0.002914 640 33-9 18.09 2.2030 0.032 f&,©M.E.P.CAD, Inc. JAutoSPRlNK2O18v14.1.4.O RA #1 5/22/2018 10:52:07AM Page 9 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a Regatime val". Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev2 00) . Total Flow Actual ID Total (Foot) Friction(Pf) 640 33-9 25.2 112.79 2 (See Notes) 9'O 120 20.032 Sprinkler 0.113341 2168 130.88 2.2030 9'O 1.020 2168 33'-9 25.2 115.62 2 (See Notes) 31'5 120 21.052 Sprinkler, 2P0(1 0'-O) 20'-0 0.365633 0.975 642 31'-6 : 246.50 2.2030 51'5 18.800 642 31-6 109.15 4 (See Notes) 52'101/2 120 40.827 Flow (q) from Route 10 2E(10'-O) 20'-0 0.027425 760 31'-6 355.65 4.3100 72'-101/2 1.999 760 31'-6 4 10-0 120 42.826 0.022554 101-0 771 31-6 319.98 4.3100 0.226 771 31-6 4 101-0 120 43.051 0.018407 915 31'-6 286.70 4.3100 0.184 915 31'-6 4 101-0 120 43.235 0014873 989 31'-6 25549 43100 100 0.149 989 31'-6 4 101-0 120 43.384 0.011858 1065 31'-6 ;.., 226.04 4.3100 0.119 1065 31'-6 4 10-0 120 43.503 0.009287 101-0 1139 31-6 198.07 4.3100 0.093 1139 31'-6 4 101-0 120 43.596 0.007099 1213 31-6 171.30 4.3100 0.071 1213 31'-6 4 10-0 120 43.667 0.005247 101-0 1287 31'-6 145.47 4.3100 0.052 1287 31'-6 4 91-0 120 43.719 0.003696 1363 31-6 120.37 4.3100 0.033 f.,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.O RA #1 5/22/2018 10:52:07AM Page 10 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when a able, are added directly to (PQ and shown as negative va1u9. Fitting (Foot) Pf Friction Loss Per Unit lnn s Elev(Pe) Node 2 Elev2 (Foot) -.'- Total Flow Actual ID Total (Foot) Friction(Pf) 1363 31-6 4 81-0 120 43.752 0002419 1443 31'-6 95.73 4.3100 1443 31'-6 4 10,-0 120 43.772 0.001405 1523 31'-6 71.37 4.3100 0.014 1523 31-6 4 10-0 120 43.786 0.000654 1607 31'-6 i. 47.21 4.3100 0.007 1607 31'-6 4 8-0 120 43.792 0.000175 1683 31'-6 yY' 23.14 4.3100 8-0 0.001 1683 • 31 -6 2 'See Notes) 1721Y2 120 43.794 PO(10'-0) 4P0(10'-O), fE(3-6) 53'-6 0.004594 1718 31'-6 - 23.14 2.2030 225'-7% 1.037 1718 31'-6 6 10-0 120 44.830 0.000026 1637 31'-6 23.14 6.3570 1637 • 31 -6 24.07 6 10-0 120 44.830 Flow (q) from Route 26 0.000099 1561 316 47.21 6.3570 10-0 0.001 1561 31'-6 24.16 6 101-0 0 120 44. 831 Flow (q) from Route 25 0000212 1483 31'-6 - 7137 63570 10 0 0.002 1483 31'-6 24.36 6 8'-0 120 8340 44. Flow (q) from Route 24 0.000365 1403 31'-6 95.73 6.3570 8-0 0.003 1403 -6 31 24.64 ., 9-0 120 44.836 Flow (q) from Route 23 0.000557 -0 .000557 1327 31'-6 120.37 6.3570 9'O 0.005 1327 31'-6 25.10 6 101- 0 120 44. 841 Flow (q) from Route 22 0.000791 1251 31'-6 145.47 6.3570 F, U-0 0.008 1,©M.E.P.CAD, Inc. AutoSPRI NK 2018 v1 4.1.4.0 RA #1 5/22/2018 10:52:07AM Page 11 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node I Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings Length Devices Equiv. Length engêl,C (Foot) Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (P0 and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total Friction(Pf) 1251 31'6 25.82 6 10-0 120 44.849 Flow (q) from Route 21 0.001070 1172 31'-6 - 171.30 6.3570 io'-o 0.011 1172 31'6 26.77 6 101-0 120 44.860 Flow (q) from Route 20 0.001399 1048 31'-6 198.07 6.3570 10-0 0.014 1048 31'6 27.97 6 10-0 120 44.874 Flow (q) from Route 19 0.001787 973 31'-6 - - 226.04 6.3570 10'-O 0.018 973 31'6 29.45 6 10'-O 120 44.892 Flow (q) from Route 18 0.002241 898 31-6 255.49 6.3570 10'-O 0.022 898 31-6 31.21 6 101-0 120 44.914 Flow (q) from Route 17 0.002774 10'-O 817 31'-6 - 286.70 6.3570 0.028 817 31'6 33.28 6 101-0 120 44. 942 Flow (q) from Route 16 0.003398 743 31'-6 319.98 6.3570 10-0 0.034 743 31'6 35.67 6 101-0 120 9760 44. Flow (q) from Route 15 0.004132 662 31'-6 355.65 6.3570 10'-0 0.041 45.017 Total(Pt) Route 2 570 33-9 25.2 112.73 2 (See Notes) 8-4 120 20.012 '••' Route 3••••' Sprinkler 0.062601 2118 33'-9 94.96 2.2030 8-4 0.522 2118 33'-9 25.2 114.19 2 (See Notes) 67'-6 120 20.534 Sprinkler, 2P0(10'-O) 20'-0 0.269777 0.975 592 31'-6 209.15 2.2030 87'-6 23.606 45.115 Total(Pt) Route 3 570 33'-9 25.2 112.73 2 (See Notes) 11 -0 120 20012 •••••'•'•• Route Sprinkler 0.002821 568 33'-9 1778 22030 11 0 0.031 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.0 RA #1 5/22/2018 10:52:07AM Page 12 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node I Elev 1 'Foot K-Factor Flow added this step (q) Nominal ID ' ings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pt Friction Loss Per fli Elev(Pe) Node 2 Elev 2 (Foot) ... Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 568 33-9 25.2 112.82 2 (See Notes) 91 0 120 20.043 a negative value. Sprinkler 0.112885 2124 33'9 130.59 2.2030 9-0 1.016 2124 33'-9 25.2 115.64 2 (See Notes) 31'5 120 21.059 Sprinkler, 2P0(10'-O) 20-0 0.364903 0.975 571 31-6 246.24 2.2030 51'5 18.762 571 31-6 4 10'-0 120 40.796 0.004701 502 31-6 137.09 4.3100 10-0 0.047 502 31'-6 246.23 4 101-0 120 40.843 Flow (q) from Route 6 0031502 430 31'-6 38332 43100 10-0 0.315 430 31-6 4 91-0 120 41.158 0.023066 354 31-6 323.88J 4.3100 9-0 0.208 354 31'-6 2 (See Notes) 1273 120 41.366 PO(10'-O) 3P0(1 0'-O) 40'-0 0.026701 379 31'-6 ;,. 59.91 2.2030 167'-3 4.466 45.832 Total(Pt) Route 4 499 33-9 25.2 112.87 2 (See Notes) 8'-4 120 20.062 •••••Route5••••• Sprinkler 0063112 2090 33'-9 9537 22030 8-4 0.526 2090 33-9 25.2 114.34 2 (See Notes) 67'6 120 20.588 Sprinkler, 2P0(10'-O) 20-0 0.271139 0.975 523 31'-6---] -j209.72 2.2030 87-6 23.725 45.288 Total(Pt) Route 5 499 33'-9 25.2 112.87 2 (See Notes) 11-0 120 20.062 ••... Route 6 • Sprinkler 0002740 497 33'-9 1750 22030 11 1-0 0.030 497 33'-9 25.2 112.96 2 (See Notes) 91 0 120 20.093 Sprinkler 0.112667 2081 33-9 130.46 2.2030 9-0 1.014 1,©M.E.P.CAD, Inc. NJ AutoSPRINK2018v14.1.4.0 RA #1 5/22/2018 10:52:07AM Page 13 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step q) Nominal ID Fittings & Devices E q IV. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 2081 33'-9 25.2 115.77 2 (See 315 120 21.107 2P0(10-0) 20'-0 0.364889 Notes)Sprinkler 0.975 502 31'-6 246.23 2.2030 51'5 18.761 40.843 Total(Pt) Route 6 22 0'-6 250.00 6 (See 6-6 140 91.358 •••' Route 7 Hydrant E(21'-01/2) 21-0,4 0.001800 2.818 21 -6'-0 250.00 6.2200 27'-6Y2 0.050 21 -6-0 6 (See Notes) 38'8 140 94.226 E(6-11) 6-111 0.005473 27 -6'-0 250.00 4.9500 46-7 0.249 27 -6'-0 6 (See Notes) 11 0 140 94.475 T(49-6) 49'-6 0.001640 -0.437 7 -5'-0 250.00 6.3400 50'-6% 0.083 7 -5'-0 12.65 8 274'-81/2 140 94.121 Flow (q) from Route 9 0.001656 -0.409 13 -4-0% 262.65 6.4470 274'-81/2 0.455 13 -4'-0V2 8 (See . Notes) 953'5% 150 94.167 3E(9 7%) 6EE(4 9%) 2T(18 8,4) 95-0% 0001458 0.412 16 -5'-0 26265 64470 71048'-61 1 528 96.108 Total(Pt) Route 7 86 31'-6 75.63 2 (See Notes) 119'-21/2 120 41.679 '••• Route 8••••• PO(10'-0), Flow (q) from Route 14 3P0(1 0'-O) 0.041093 ___________ 106 31'-6 75.63 2.2030 159'-2% 6.542 106 31'-6 6 (See Notes) 3'31/2 120 48.221 fT(25-0) 25-0 0.000236 200 31-6 75.63 6.3570 28-31/2 0.007 48.227 Total(Pt) Route 8 15 -5'-O 1353.94 8 76'-9 150 94.124 •• •'' ••••• Route 9 Flow (q) from Route I 0.000005 14 -6-0 12.65 6.4470 76-9 0.000 14 -5'-0 8 2-41/2 140 94.124 0.000006 -0.004 7 -5-0 12.65 6.4470 2'-4% 0.000 r,©M.E.P.CAD, Inc. 11 AutoSPRlNK2018v14.1.4.O - RA #1 5/22/2018 10:52:07AM Page 14 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID IttIflgS & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative .9. vi. Fulling (Foot) Pf Friction Loss Per Unit psi Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 94.121 Total(Pt) Route 9 571 31-6 137.09 4 10'-O 120 40.796 ••••• Route lO'.'.' Flow (q) from Route 4 0.003084 642 31-6 - 109.15 4.3100 10-0 0.031 40.827 Total(Pt) Route 10 354 31-6 59.91 4 8'-0 120 41.366 •• '• Route 11 -99 Flow (q) from Route 4 0.015799 281 31-6 263.98 4.3100 8-0 0.126 281 31-6 2 (See Notes) 127'3 120 41.492 PO(10'-O) 3P0(10-0) 40'-O 0.027548 306 31'-6 60.93 2.2030 167'-3 4.607 46.100 Total(Pt) Route 11 281 31-6 60.93 4 8-0 120 .41.492 ••••• Route 12••••• Flow (q) from Route 11 0009723 212 31'-6 20305 43100 8-0 . 0.078 212 31-6 2 (See Notes) 127'3 120 41.570 PO(10'-O) 3P0(10'-O) 40'-O 0.028854 237 31-6 62.47 2.2030 167-3 4.826 46.396 Total(Pt) Route 12 212 31-6 62.47 4 101-0 120 41.570 ••••• Route l3••••• Flow (q) from Route 12 0004925 152 31'-6 14057 43100 10-0 0.049 152 31-6 2 (See Notes) 127'3 120 41.619 P0(10-0) 3P0(10'-O) 40-0 0.030999 177 31-6 64.94 2.2030 167'-3 5.185 46.804 Total(Pt) Route 13 152 31-6 64.94 4 (See Notes) 18-0Y2 120 41.619 ••'•' Route 14'.... Flow (q) from Route 13 2E(10'-O) 20-0 0.001564 86 31-6 75.63 4.3100 38-0% 0.060 41.679 Total(Pt) Route 14 760 31-6 J 2 (See Notes) 170'-11/2 120 42.826 .... Route 15..999 PO(10'-0) 3P0(10'-O) 40'-0 0.010233 743 31-6 35.67 2.2030 210-1% 2.150 ,©M.E.P.CAD, Inc. M AutoSPRlNK 2018 04.1.4.0 . RA #1 5/22/2018 10:52:07AM Page 15 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a nejaive value Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) 1. Total Flow Actual ID Total (Foot) Friction(Pf) 44.976 Total(Pt) Route 15 771 31'-6 2 (See Notes) 170'11/2 120 43.051 •••'• Route 16•'••• PO(10'-0) 3P0(1 0'-O) 40'-0 0.008998 817 31'-6 33.28 2.2030 210-11/2 1.891 44.942 Total(Pt) Route 16 915 31-6 2 (See Notes) 170-11/2 120 43.235 ' Route 17 eeeoe PO(10'-0) 3P0(10'-O) 40'-0 0.007990 898 31-6 31.21 2.2030 210-11/2 1.679 44.914 Total(Pt) Route 17 989 31'-6 2 (See Notes) 170'-11/2 120 43.384 ••'•• Route 18••••. PO(10'-0) 3P0(10'-O) 40'-0 0.007176 973 31'-6 29.45 2.2030 210-1% 1.508 44.892 Total(Pt) Route 18 1065 31'-6 2 (See Notes) 170'11/2 120 43.503 ••••• Route 19.'.'. PO(10'-0) 3P0(10 0) 40'-0 0006526 1048 31'-6 2797 22030 210'-11/2 1.371 44.874 Total(Pt) Route 19 1139 31'-6 2 (See Notes) 170'-11/2 120 43.596 .'.. Route 20. PO(10'-0) 3P0(10'-O) 40-0 0.006018 1172 31-6 26.77 2.2030 210'-11/2 1.265 44.860 Total(Pt) Route 20 1213 31'-6 2 (See Notes) 170'-11/2 120 43.667 ••"'Route 21'•'•• PO(10'-0) 3P0(10-0) 40'-0 0.005629 1251 31'-6 - 25.82 2.2030 210-1% 1.183 44.849 Total(Pt) Route 21 1287 31'-6 2 (See Notes) 170'-l% 120 43.719 ••'•• Route 22••••' P0(10-0) 3P0(10-0) 40-0 0.005342 1327 31'-6 25.10 2.2030 210'-11/2 1.122 44.841 Total(Pt) Route 22 1363 31-6 2 (See Notes) 170'-11/2 120 43.752 es eee Route 23' P0(10-0) 3P0(10'-O) 40'-0 0.005160 1403 31'-6 24.64 2.2030 21011/2 1.084 44.836 Total(Pt) Route 23 &©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.O RA #1 5/22/2018 10:52:07AM Page 16 Job Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negat"9 val'•g. Fitting (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID (Foot) Friction(Pf) 1443 31'-6 2 (See Notes) 170'-1V2 120 43.772 •••'• Route 24••.'. P0(10-0) 3P0(10'O) 40'-0 0.005054 1483 31'-6 24.36 2.2030 210'-11/2 1.062 44.834 Total(Pt) Route 24 1523 31-6 2 (See Notes) 17011,4 120 43.786 ••••• Route 25....' P0(10-0) 3P0(1 O'-O) 40'-0 0.004977 1561 31'-6 24.16 2.2030 210'-1½ 1.046 44.831 Total(Pt) Route 25 1607 31-6 2 (See Notes) 170-1% 120 43.792 ' Route 26••••• P0(10-0) 3P0(10'-O) 40'-0 0.004941 1637 31-6 - 24.07 2.2030 210'-l% 1.038 44.830 Total(Pt) Route 26 430 31'-6 2 (See Notes) 127'-3 120 41.158 ••••'Route 27-so PO(10'-O) 3P0(10'-O) 40'-0 0.026315 457 31'-6 59.44 2.2030 167'-3 4.401 45.560 Total(Pt) Route 27 ,©M.EP.CAD, Inc. AutoSPRlNK 2018 v14.1.4.0 RA #1 5/22/2018 10:52:07AM Page 17 J9b Name: Drawing3 Remote Area Number: RA #1 Date: 5/22/2018 Actual Inside Diameter 4.87 = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 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 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve ,©M.E.P.CAD, Inc. 041 AutoSPRlNK2018v14.1.4.0 RA #1 5/22/2018 10:52:07AM Page 18 Hydraulic Calculations for Project Name: Drawing3 Location: Drawing Name: Roof Piping Plan revised 4-23-18 Design Remote Area Number: RA #2 Occupancy Classification: ESFR 11 Density: 20.000 Area of Application: NA Coverage per Sprinkler: I 30ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 250.00 at Node: 22 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node I: 1637.26c 127.767 Type of System: Volume of Dry or PreAction System: N/A Calculation Date: 5/22/2018 Allowance at Source Hydrant Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 128.740 Right: N/A g©M.E.P.CAD, Inc. I IlAutoSPRINK2018v14.1.4.0 RA #2 5/22/201811:02:25AM Page 1 0500 1000 I, 2500 3000 3500 Flow - gpm 4000 4500 5000 Hydraulic Graph N 1.85 Date: 5/22/2018 Static Pressure 144.000 M 143.086 soo 1837.26 -. ( 142.00j) Water Supply Summary Sheet 1637.26 t127.767 demand curve - - —System - II 111111111 II III II 11111111 I I I I I I I I ©M.E.P.CAD, Inc. I1 AutoSPRINK2018v14.1.4.0 5/22/2018 11:02:28AM Paqe2 135 12C 105 45 30 15 Job Name: Drawing3 Remote Area Number: RA #2 150 go 60 IN is uri miry.ofOifflbingDevices nr: - , Job Number: 1 Report Description: ESFR (RA #2) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 105.388 Sprinkler 2580 117.35 112.70 25.2 21.686 Sprinkler 2581 115.55 12.70 25.2 21.027 Sprinkler 2582 115.60 12.70 25.2 21.042 Sprinkler 2593 118.05 12.70 25.2 21.946 Sprinkler 2620 117.06 112.70 25.2 21.577 Sprinkler 2621 115.28 112.70 25.2 20.927 Sprinkler 2622 115.33 112.70 25.2 20.944 Sprinkler 2625 117.80 112.70 25.2 21.852 Sprinkler 2657 114.18 112.70 25.2 20.529 r-> Sprinkler 2658 112.70 112.70 25.2 20.000 Sprinkler 2659 112.82 112.70 25.2 20.042 Sprinkler 2662 115.55 112.70 25.2 21.024 Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.1.4.0 5/22/2018 11:02:30AM Poe 3 Jab Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 144.000 142.000 2500.00 143.086 1637.26 127.767 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) . Notes 1 -10-9 Supply 127.767 1637.26 22 0'-6 Hydrant 105.388 250.00 2580 33'-9 Sprinkler 21.686 117.35 .2581 33-9 Sprinkler 21.027 115.55 2582 33-9 Sprinkler 21.042 115.60 2593 33-9 Sprinkler 21.946 118.05 2620 33-9 Sprinkler 21.577 117.06 2621 33-9 Sprinkler 20.927 115.28 2622 33-9 Sprinkler 20.944 115.33 2625 33-9 Sprinkler 21.852 117.80 2657 33-9 Sprinkler 20.529 114.18 2658 33-9 Sprinkler 20.000 112.70 2659 33'-9 Sprinkler 20.042 112.82 2662 33-9 Sprinkler 21.024 115.55 5 -10-6 124.319 7 -5-0 108.150 8 -1-10% 120.685 9 -1-10% 123.685 10 -101-9 127.734 1&©M.E.P.CAD, Inc. MAutoSPRINK 2018 v14.1. 5/22/2018 11:02:33AM Page 4 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Discharge at Node Node (psi) (gpm) Notes 13 -4'-O% 108.207 14 -5-0 108.154 15 -5-0 108.153 16 -5-0 110.184 21 -6'-0 108.255 27 -6'-0 108.505 38 -6'-0 90.085 57 0'-6 85.073 65 0-6 84.746 86 31-6 57.570 106 31-6 61.406 152 31-6 57.535 177 31-6 59.905 200 31-6 61.410 212 31-6 57.509 237 31'-6 59.458 281 31-6 57.471 306 31-6 59.120 354 31-6 57.414 379 31-6 58.799 430 31-6 57.325 457 31-6 58.455 502 31-6 57.200 1&©M.E.P.CAD, Inc. BlAutoSPRINK2018v14.1.' 5/22/2018 11:02:33AM PageS Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 523 31-6 58.090 571 31-6 57.049 592 31-6 57.740 642 31-6 56.873 662 31-6 57.402 743 31-6 57.074 760 31-6 55.427 771 31-6 55.189 817 31-6 56.764 898 31-6 56.470 915 31-6 54.909 973 31-6 56.191 989 31-6 54.584 1048 31-6 55.928 1065 31-6 54.211 1139 31-6 53.784 1172 31-6 55.681 1213 31-6 53.298 1251 31-6 55.449 1287 31-6 52.742 1327 31-6 55.235 1363 31-6 52.172 1403 31-6 55.057 0 M.E.P.CAD, Inc. jll AutoSPRINK 2018 v14.1., 5/22/2018 11:02:33AM Page 6 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Discharge at Node Node (psi) (gpm) Notes 1443 31-6 51.593 1483 31-6 54.914 1523 31-6 50.765 1561 31-6 54.753 1607 31-6 50.382 1637 31-6 54.677 1683 31-6 50.303 1718 31-6 54.655 1&© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1., 5/22/2018 11:02:33AM Page 7 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings Length Devices Equiv. LengthTotal enget, (Foot) r' Factor _ Total(Pt) ______________ Notes FittinglDevice (Equivalent Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a r9jatu 9 value (Foot) Pt Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) ____ Actual ID Friction(Pf) 2658 33'-9 25.2 112.70 2 (See Notes) 11'-O 120 20000 '"• Route l'•'•' Sprinkler 0.003802 2659 33-9 20.89 2.2030 11,_U 0.042 2659 33-9 25.2 112.82 2 (See Notes) 8 '-4 120 20.042 Sprinkler 0.117905 2662 33-9 ; 133.70 2.2030 8'-4 0.983 2662 33'-9 25.2 115.55 2 (See Notes) 67-6 120 21 .024 Sprinkler, 2P0(10 0) 20-0 0373207 0.975 1718 31'-6 24925 22030 87 6 32.656 1718 31'-6 6 101-0 120 54.655 0.002141 1637 31-6 '+' 249.25 6.3570 10,-0 0.021 1637 31-6 245.90 6 101- 120 677U Flow (q) from Route 3 0.007622 10-0 1561 31-6 . , 495.16 6.3570 0.076 1561 31-6 245.83 6 101-0 120 54.753 . Flow (q) from Route 5 0.016068 1483 31'-6 740.99 6.3570 10,-U 0.161 1483 31-6 45.12 6 8-0 120 54.914 Flow (q) from Route 26 0.017925 1403 31-6 :-• 786.11 6.3570 8-0 0.143 1403 31'-6 41.82 6 9-0 120 057 Flow (q) from Route 25 0.019729 1327 31'-6 - 827.93 6.3570 91-0 0.178 1327 31'6 38.64 6 101-0 120 55.235 Flow (q) from Route 24 0.021466 1251 31'-6 . -'.- 866.57 6.3570 10,-0 0.215 1251 31'-6 35.69 6 101-0 120 55. 449 Flow (q) from Route 23 0.023130 1172 31-6 - 902.26 6.3570 101-0 0.231 1172 31'-6 33.33 6 101-0 120 55.681 Flow (q) from Route 22 0.024735 10,-a 1048 31'-6 935.59 6.3570 0.247 1,©M.E.P.CAD, Inc. ill AutoSPRINK2018v14.1.4.0 RA #2 5/22/2018 11:02:37AM Page 8 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevuce (Equivalent Fixed Pressure Losses, when applicable, are added directly to (N) and shown as a va1u9. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(Pf) 1048 31'6 31.59 6 101-0 120 55.928 n9J'twe Flow (q) from Route 21 973 31 967.17 0.026303-6 6.3570 10-0 0.263 973 31'6 30.48 6 10'-0 120 191 Flow (q) from Route 20 0.027856 898 31'6 99765 63570 10-0 0.279 898 316 30.00 6 1O'-O 120 56.470 Flow (q) from Route 19 817 31 1027.65 0.029426-6 6.3570 10'-O 0.294 817 31'6 30.15 6 101-0 120 56.764 Flow (q) from Route 18 0031043 743 31 6 105780 63570 10 0 0.310 743 316 30.89 6 10'-O 120 074 Flow (q) from Route 17 0.032741 10'-O 662 31'-6 1088.69 6.3570 0.327 662 31-6 18.91 6 10-0 120 57.402 ________ Flow (q) from Route 2 0.033800 10-0 592 31'-6 1107.60 6.3570 0.338 592 31-6 21.85 6 10-0 120 57.740 Flow (q) from Route 9 0.035044 10 523 31'-6 - 112945 63570 0 0.350 523 31'6 25.06 6 10-0 120 58.090 Flow (q) from Route 11 0.03696 457 31-6 - 1154.50 6.3570 10-0 0.365 457 31'6 28.50 6 91-0 120 455 Flow (q) from Route 27 0.038180 379 31'-6 • 1183.00 6.3570 9'-O 0.344 379 316 31.82 6 8'-O 120 58.799 Flow (q) from Route 10 0.040102 306 3V-6 121482 63570 8 0 0.321 306 31'6 34.96 6 8-0 120 120 Flow (q) from Route 13 0.042263 237 31 -6 1249.78 6.3570 8'-O 0.338 r, 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.1.4.0 RA #2 5/22/2018 11:02:37AM Page 9 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as p negative vpl'•e. Fitting (Foot) Pf Friction Loss Per Unit (psi' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 237 31'-6 38.27 6 101-0 120 59.458 Flow (q) from Route 14 0044688 177 31'-6 - 128805 63570 10-0 0.447 177 31'-6 42.53 6 (See Notes) 6'8Y2 120 59.905 Flow (q) from Route 15 fT(25-0) 25-0 0.047456 200 31-6 1330.58 6.3570 31'-81/2 1.505 200 31-6 56.68 6 (See Notes) 1203Y2 120 61.410 Flow (q) from Route 8 EE(5 0) 3fE(10 0) 2f(-0.000) T(3T-81/2) 72'-81/2 0051263 13.442 65 0'-6 138726 6.3570 193 0 9.895 65 0'-6 8 (See Notes) 1'7 120 84.746 E(21'-11/2) 21'-11/2 0.014414 -0.000 57 0-6 1387.26 8.2490 22'-81A 0.327 57 0-6 6 (See Notes) 140 85.073 2E(23-1%) 46'-21A 0.039050 2.818 38 -6'-0 1387.26 6.3400 56-2 2.193 38 -6'-0 6 (See Notes) 127'01/2 150 90.085 ), T(16-10) 0.114719 -0.434 15 -5'-0 1387.26 4.9500 161'-3% EE(3'-1, PlV(1'-8), E(7'-101/2 18502 15 -5'-0 8 65-6 150 108.153 0.031008 16 -5'-0 1371.27 6.4470 65'-6 2.031 16 -5-0 265.99 8 (See Notes) IoLes) 2442 150 110.184 (q) from Route 7 2EE(4'-9%), 2E(9'-71/2) 28-10 0.043044 2.384 5 -10-6 W. 1637.26 6.4470 273-0 11.751 5 -10'-6 12 (See Notes) 1021/2 140 124.319 E(45'-3%) 4531/2 0.001930 -3.741 8 -11'-101/2 1637.26 12.5200 55-6 0.107 8 -1'-10Y2 10 (See Notes, 01 0 120 120.685 BFP(-3.000) 0.007595 9 -1-101/2 1637.26 10.0200 3.000 9 4-101/2 12 (See Notes) 11'5 140 123.685 2E(45'-31/2) 90-61/2 0.001930 3.852 10 -101-9 = 1637.26 12.5200 i OVA i% 0.197 ,©M.E.P.CAD, Inc. JU AutOSPRlNK2O18v14.1.4.O • RA #2 5/22/2018 11:02:37AM Page 10 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a nejatve v'lue. Filling (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 10 -10-9 12 (See Notes) 19 150 127.734 Water Supply 0.002787 I -101-9 1637.26 11.3100 0.033 0.00 127.767 Hose Allowance At Source Total(Pt) Route 1 1 1637.26 2658 33'-9 25.2 112.70 2 (See 91 0 120 20.000 --Route2 " Notes)Sprinkler 2657 33 91 81 0.058820.'-9 2 2030 9 0 0.529 2657 33'-9 25.2 114.18 2 (See Notes) 76'-3Y2 120 20.529 Sprinkler, 3P0(10 0) fE(3 6) 33'-6 0262294 0.975 1683 31'-6 205.99 22030 109 28.798 1683 31-6 4 8-0 120 50.303 1607 31 205.99 0.009985'-6 4.3100 8'-O 0.080 1607 31'-6 219.56 'I 10'-O 120 50.382 Flow (q) from Route 4 0.038222 1523 31'-6 425.55 4.3100 0.382 152 3 1 3'-6 22 72 0. 4 10-0 120 50.765 Flow (q) from Route 6 0.082797 1443 31-6 646.27 4.3100 0.828 1443 31'-6 4 8-0 120 51.593 0.072421 1363 31-6 601.15 4.3100 8'-0 0.579 1363 31'-6 4 9-0 120 52.172 0.063377 1287 31-6 559.33 4.3100 0.570 1287 31-6 4 10-0 120 52.742 0.055517 1213 31-6 520.69 4.3100 0.555 1213 31'-6 - 4 10-0 120 53.298 0.048683 1139 31-6 485.00 4.3100 0.487 ,©M.E.P.CAD; Inc. P.111 AutoSPRINK2018v14.1.4.O RA #2 5/22/2018 11:02:37AM Page 11 1:02:37AM Page 12 Job Name: Drawinq3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a I',Jati"9 a1'•e. Fitting (Foot) Pf Friction LosP Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1139 31'-6 4 101-0 120 53.784 0.042675 1065 31-6 451.67 4.3100 10-0 0.427 1065 31'-6 4 101-0 120 54.211 0.037318 989 31 -6 420.09 4. 3100 10-0 0.373 989 31'-6 4 10'-0 120 54.584 0.032465 915 31'-6 389.61 4.3100 10-0 0.325 915 31'-6 4 101-0 120 54.909 0.027992 771 31'-6 359.61 4.3100 10-0 0.280 771 31'-6 4 101-0 120 55.189 0.023806 760 31-6 329.46 4.3100 10-0 0.238 - 760 31-6 4 (See Notes) 52'101/2 120 55.427 2E(10'-O) 20-0 0.019842 642 31'-6 298.57 4.3100 72'-101/2 1.446 642 31-6 2 (See Notes) 127'3 120 56.873 P0(10-0) 3P0(1 0'-O) 401-0 0.003162 662 31-6 18.91 2.2030 167-3 0.529 57.402 Total(Pt) Route 2 2621 33'-9 25.2 115.28 2 (See Notes) 11-0 120 20.927 .... Route 3....' Sprinkler 0.001531 2622 33'-9 12.78 2.2030 11-0 0.017 2622 33'-9 25.2 115.33 2 (See Notes) 8'4 120 20.944 Sprinkler 0.108935 2625 33-9 128.10 2.2030 8-4 0.908 2625 33'-9 25.2 117.80 2 (See Notes) 67'6 120 21.852 Sprinkler, 2P0(1 0'-O) 20'-0 0.363992 0.975 1637 31'6 245.90 2.2030 87'-6 31.849 54.677 Total(Pt) Route 3 Job Name: Drawing3 Remote Area Number: RA #2 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings ngs & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (N) and shown as Fitting (Foot) Pf Friction Loss Per Unt (psi ) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2621 33'-9 25.2 115.28 2 (See Notes) 9-0 120 20.927 •••••Route4••'•' Sprinkler 0.072119 2620 33'-9 102.50 2.2030 9-0 0.649 2620 33'-9 25.2 117.06 2 (See Notes) 74'3% 120 21.577 Sprinkler, 2P0(10-0) 20'-0 0.295152 0.975 1607 31'-6 219.56 2.2030 27.830 50.382 Total(Pt) Route 4 2581 33'-g 25.2 115.55 2 (See Notes) 11'-O 120 21.027 ••••• Route 5 -99 Sprinkler 0.001402 2582 33'-9 12.18 2.2030 11-0 0.015 2582 33-9 25.2 115.60 2 (See Notes) 8'-4 120 21.042 Sprinkler 0.108426 2593 33'-9 127.78 2.2030 8-4 0.904 2593 33-9 25.2 118.05 2 (See Notes) 67'-6 120 21.946 Sprinkler, 2P0(10'-O) 201-0 0.363795 0.975 1561 31-6 245.83 2.2030 87'-6 31.832 54.753 Total(Pt) Route 5 2581 33'-9 25.2 115.55 2 (See Notes) 91-0 120 21.027 ••'••Route6•.•'' Sprinkler 0.073249 2580 33'-9 103.37 2.2030 9-0 0.659 2580 33'-9 25.2 117.35 2 (See Notes) 74'314 120 21.686 Sprinkler, 2P0(10'-O) 20-0 0.298047 0.975 1523 31'-6 220.72 2.2030 28.103 50.765 Total(Pt) Route 6 22 0'-6 250.00 6 (See Notes) 6-6 140 105.388 .... Route 7 Hydrant, E(21 '-01/2) 21'-01/2 0.001800 2.818 21 -6'-0 250.00 6.2200 27'-61/2 0.050 21 -6-0 6 (See Notes) 38'8 140 108.255 E(6'-1 1) 6-11 0005473 27 -6'-0 25000 49500 46-7 0.249 27 -6-0 6 (See Notes) 11 0 140 108.505 T(49'-6) 49-6 0.001640 -0.437 7 -5-0 250.00 6.3400 5O61/ 0.083 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.0 RA #2 5/22/2018 11:02:37AM Page 13 .Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as negative valUe. Fitting Foot Pt Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Fruction(Pf) 7 - 5'-O 8 274-8% 140 108.150 Flow (q) from Route 12 0001695 -0.409 13 -4'-0% 26599 64470 274'-8% 0.466 13 -4'-O% 8 (See Notes) 953'-5% 150 108.207 3E(9-7%), 6EE(4'-g%), 2T(18'- 8%) 95'-O% 0.001492 0.412 16 -5'-0 265.99 6.4470 1048'-6 1.565 110.184 Total(Pt) Route 7 86 31'-6 56.68 2 (See Notes) 119'-2% 120 57.570 see** Route 8 eo eee P0(10-0), Flow (q)from Route 16 3P0(1 0'-O) 40-0 0.024098 106 31'-6 . 56.68 2.2030 159'-2% 3.836 106 31'-6 6 (See Notes) 33% 120 61.406 fl(25'-O) 25'-0 0.000138 200 31-6 56.68 6.3570 28'-3% 0.004 61.410 Total(Pt) Route 8 642 31 -6 18.91 4 10-0 120 56.873 ••'•• Route 9••... Flow (q) from Route 2 0.017580 571 31-6 279.66 4.3100 0.176 57 1 31'-6 2 'See Notes) 127'3 120 57.049 PO(10'-0) 3P0(1 0'-O) 40'-O 0.004132 592 31'-6 21.85 2.2030 167'-3 0.691 57.740 Total(Pt) Route 9 571 31 -6 21.85 4 101-0 120 57.049 '••• Route lO'.'.. Flow (q) from Route 9 0015124 502 31'-6 25781 43100 10 0 0.151 502 31'-6 4 101-0 120 57.200 012518 0.012518 1-0 430 31'-6 23276 43100 100 0.125 430 31'-6 4 91-0 120 57.325 0009830 354 31'-6 20426 43100 9 0 0.088 354 31-6 2 (See Notes) 1273 120 57.414 PO(10'-O) 3P0(1 0'-O) 40'-0 0.008282 379 31-6 31.82 2.2030 167-3 1.385 ,©M.E.P.CAD, Inc. 111 AutoSPRlNK2018v14.1.4.O RA #2 5/22/2018 11:02:37AM Page 14 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev I 'Foot' K-Factor Flow added this step (q) Nominal ID FittingsLength & Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes FittunglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) _________ Pt Friction L osser Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 58.799 Total(Pt) Route 10 502 31-6 2 (See Notes) 127-3 120 57.200 Route 11 PO(10'-O) 3P0(10-0) 40'-0 0.005323 523 31-6 25.06 2.2030 167'-3 0.890 58.090 Total(Pt) Route 11 15 -5'-0 1371.27 8 76'-9 150 108.153 ••'•• Route 12'.'.. Flow (q) from Route 1 0.000008 14 -51-0 15.99 6.4470 76-9 0.001 14 -6-0 8 2'-4Y2 140 108.154 0.000009 -0.004 7 -5'-0 15.99 6.4470 241,4 0.000 108.150 Total(Pt) Route 12 354 31'-6 31.82 4 8-0 120 57.414 ••••• Routel3••'•' Flow (q) from Route 10 0007186 281 31'-6 17244 43100 8-0 0.057 281 31'-6 2 (See Notes) 127'3 120 57.471 P0(10-0) 3P0(10'-O) 40'-O 0.009856 306 31-6 - 34.96 2.2030 167-3 1.648 59.120 Total(Pt) Route 13 281 31-6 34.96 4 8-0 120 57.471 .... Route 14..... Flow (q) from Route 13 0.004726 212 31'-6 137.48 4.3100 8-0 0.038 212 31-6 2 (See Notes) 127'3 120 57.509 P0(10-0) 3P0(1 0'-O) 40-0 0.011652 237 31-6 38.27 2.2030 167'-3 1.949 59.458 Total(Pt) Route 14 212 31-6 38.27 4 101-0 120 57.509 '•'• Route l5••••• Flow (q) from Route 14 0002585 152 31'-6 9921 43100 10-0 0.026 152 31-6 2 (See Notes) 127'3 120 57.535 PO(10'-O) 3P0(10-0) 40'-O 0.014169 177 31-6 42.53 2.2030 167-3 2.370 59.905 Total(Pt) Route 15 ©M.E.P.CAD, Inc. R11 AutoSPRlNK2018v14.1.4.0 RA #2 5/22/2018 11:02:37AM Page 15 Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings& Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as negathre a va'ue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 152 31-6 42.53 4 (See Notes) 18'-O% 120 57.535 *s ees Route 16"... Flow (q) from Route 15 2E(10'-O) 20'-0 0.000917 86 31-6 56.68 4.3100 38-0Y2 0.035 57.570 Total(Pt) Route 16 760 31-6 2 (See Notes) 170'-l% 120 55.427 *see* Route 17'' '.. P0(10-0) 3P0(10 0) 40'-0 0007840 743 31'-6 3089 22030 210 1% 1647 57.074 Total(Pt) Route 17 771 31-6 2 (See Notes) 170'-1V2 120 55.189 ••••• Route 18"'•' PO(10'-O) 3P0(10'-O) 40'-0 0.007496 817 31-6 30.15 2.2030 210'-11/2 1.575 56.764 Total(Pt) Route 18 915 31-6 2 (See Notes) 170'-l% 120 54.909 '•" Route 19••••• PO(10'-O) 3P0(10-0) 40-0 0.007428 898 31'-6 30.00 2.2030 210'-11/2 1.561 56.470 Total(Pt) Route 19 989 31-6 2 (See Notes) 170'-11/2 120 54.584 •••'• Route 20 PO(10'-O) 3P0(10-0) 40-0 0.007647 973 31-6 30.48 2.2030 210'-11/2 1.607 56.191 Total(Pt) Route 20 1065 31-6 2 (See Notes) 170'-11/2 120 54.211 '"' Route 21 P0(10-0) 3P0(10'-O) 40'-0 0.008171 1048 31-6 31.59 2.2030 210-1 V2 1.717 55.928 Total(Pt) Route 21 1139 31-6 2 (See Notes) 170'-1Y2 120 53.784 ••'•' Route 22••••• P0(10-0) 3P0(1 0'-O) 40-0 0.009025 1172 31'-6 33.33 2.2030 210'-11/2 1.896 55.681 Total(Pt) Route 22 1213 31-6 2 (See Notes) 170'-1V2 120 53.298 '''' Route 23•'••• PO(10'-O) 3P0(1 0-O) 40'-0 0.010241 1251 31-6 35.69 2.2030 210'-l% 2.152 55.449 Total(Pt) Route 23 ©M.E.P.CAD, Inc. F,.l AutoSPRlNK2018v14.1.4.0 RA #2 5/22/2018 11:02:37AM Page 16 ,Job Name: Drawing3 Remote Area Number: RA #2 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal II Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction LO: Per iit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) - Fruction(Pf) 1287 31'-6 2 (See Notes) 170'-1Y2 120 52.742 ••••• Route 24•.'99 PO(10'-O) 3P0(10-0) 40-0 0.011861 1327 31'-6 38.64 2.2030 210'-l% 2.492 55.235 Total(Pt) Route 24 1363 31'-6 2 (See Notes) 170-114 120 52.172 ••'•• Route 25'.... PO(10'-O) 3P0(100) 40'-0 0.013731 1403 31-6 41.82 2.2030 210'-114 2.885 55.057 Total(Pt) Route 25 1443 31'-6 2 (See Notes) 170'11/2 120 51.593 P0(10-0) 3P0(10-0) 40'-0 0.015806 1483 31-6 45.12 2.2030 210'-1Y2 3.321 54.914 Total(Pt) Route 26 430 31-6 2 (See Notes) 127'3 120 57.325 •''. Route 27.9.'. PO(10'-O) 3P0(10'-O) 40'-0 0.006756 457 31-6 28.50 2.2030 167'-3 1.130 58.455 Total(Pt) Route 27 ©M.E.P.CAD, Inc. P11 AutoSPRlNK 2018 04.1.4.0 RA #2 5/22/2018 11:02:37AM Page 17 Page 18 Job Name: Drawing3 Remote Area Number: RA #2 Actual Inside Diameter (Schedule 40 Steel Pipe Inside Diameter) 4.87 = Factor Date: 5/22/2018 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 900 cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 11W Elbow Ee2 221/20 Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig 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 PlV Post Indicating Valve P0 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 CaD Hydraulic Calculations for Project Name: Drawing3 Location: Drawing Name: Roof Piping Plan revised 4-23-18 Design Remote Area Number: RA #3 Calculation Date: 5/22/2018 Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: Ordinary Group II 0.20gpm/ft2 1500ft2 (Actual 1517ft2) 130ft2 Upright 15 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node:. 1 Type 250.00 at Node: 22 Type Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 645.47 @69.922 Type of System: Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: 69.634 Right: 69.473 M.E.P.CAD, Inc. IF AutoSPRlNK 2018 04.1.4.0 RA #3 5/22/201811:02:57AM Page 1 &©M.E.P.CAD, Inc. AutoSPRINK 2018 04.1.4.0 5/22/2018 11:02:59AM Page 2 0 6C Job Name: Drawing3 Remote Area Number: RA #3 150 13 12C jOE 30 45 9C 15 - Static Pressure 144.000 Water Supply 7©43 837-- - :500.00 142.000 Summary Sheet I I -Tf Node: I 22 /System demand curve____ - IJLLLLL1.UIIIHIIII 111111111 111111111 111111111 liii liii 11111 II 11111111 I I I I I I I I I I 0 1000 15,, 3000 2500 3500 Flow - gpm Hydraulic Graph N 1.85 4000 4500 Date: 5/22/2018 5000 ISummaOf Quthowig Devices •1 Job Number: 1 Rnnrt Descriotinn Ordinary (rntjn II (RA Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 59.107 Sprinkler 2636 26.79 26.00 5.6 22.886 Sprinkler 2637 26.10 26.00 5.6 21.716 Sprinkler 2638 26.01 26.00 5.6 21.572 Sprinkler 2639 26.11 26.00 5.6 21.741 Sprinkler 2640 26.84 26.00 5.6 22.977 Sprinkler 2673 26.78 26.00 5.6 22.871 Sprinkler 2674 26.09 26.00 5.6 21.703 Sprinkler 2675 26.00 26.00 5.6 21.559 Sprinkler 2676 26.10 26.00 5.6 21.729 Sprinkler 2677 26.84 26.00 5.6 22.965 Sprinkler 2706 26.78 26.00 5.6 22.867 Sprinkler 2707 26.09 26.00 5.6 21.700 c> Sprinkler 2708 26.00 26.00 5.6 21.556 Sprinkler 2709 26.10 26.00 5.6 21.726 Sprinkler 2710 26.83 26.00 5.6 22.963 Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. JAutoSPRlNK2018v14.1.4.0 5/22/2018 11:03:02AM Page 3 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 144.000 142.000 2500.00 143.837 645.47 69.922 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -10-9 Supply 69.922 645.47 22 0-6 Hydrant 59.107 250.00 2636 33'-6 Sprinkler 22.886 26.79 2637 33-6 Sprinkler 21.716 26.10 2638 33-6 Sprinkler 21.572 26.01 2639 33-6 Sprinkler 21.741 26.11 2640 33-6 Sprinkler 22.977 26.84 2673 33'-6 Sprinkler 22.871 26.78 2674 33-6 Sprinkler 21.703 26.09 2675 33-6 Sprinkler 21.559 26.00 2676 33-6 Sprinkler 21.729 26.10 2677 33'-6 Sprinkler 22.965 26.84 2706 33-6 Sprinkler 22.867 26.78 2707 33'-6 Sprinkler 21.700 26.09 2708 33-6 Sprinkler 21.556 26.00 2709 33'-6 Sprinkler 21.726 26.10 2710 33-6 Sprinkler 22.963 26.83 5 -10'-6 66.751 7 -5-0 61.870 ,©M.E.P.CAD, Inc. 11 AutoSPRlNK2018v14.1. 5/22/2018 11:03:05AM Page 4 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 8 4-101A 63.029 9 -1'-lO% 66.029 10 -10-9 69.916 13 -4-0% 61.551 14 -5-0 61.874 15 -5-0 61.910 16 -5-0 62.267 21 -6-0 61.974 27 -6-0 62.224 38 -6-0 60.528 57 0-6 57.495 73 0-6 57.461 238 31-6 42.424 254 31-6 43.363 441 31-6 42.415 465 31-6 42.769 466 33-71/2 41.822 468 33-7 41.778 605 31-6 42.401 626 31-6 42.390 631 31-6 42.690 658 31-6 42.653 755 31-6 42.374 &© M.E.P.CAD, Inc. 1AutoSPRINK 2018 v14.1. 5/22/2018 11:03:05AM Page 5 Job Name: Drawing 3 Remote Area Number: RA #3 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 827 31-6 42.619 831 31-6 42.353 906 31-6 42.587 907 31-6 42.325 979 31-6 42.292 980 31-6 42.557 1052 31-6 42.251 1054 31-6 42.530 1130 31-6 42.505 1173 31-6 42.203 1204 31-6 42.481 1249 31'-6 42.145 1278 31-6 42.460 1323 31-6 42.076 1354 31-6 42.442 1397 31-6 42.003 1418 31-6 42.427 1565 31-6 41.849 1576 31-6 42.398 1587 33'-6 24.115 1588 33'-6 22.887 1589 33-6 22.735 1590 33-6 22.913 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14. 1. 5/22/2018 11:03:05AM Paqe 6 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/2212018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1591 33'-6 24.210 1645 31-6 41.811 1660 31-6 42.390 1665 33-6 24.099 1666 33-6 22.873 1667 33'-6 22.722 1668 33'-6 22.901 1669 33-6 24.198 1730 31-6 41.803 1741 31-6 42.388 1748 33-6 24.096 1749 33-6 22.870 1750 33-6 22.719 1751 33-6 22.898 1752 33-6 24.196 1786 31-6 41.803 1792 31-6 42.388 1825 31-6 41.803 1827 31-6 42.388 5/22/2018 11:03:05AM Page 7 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a r'egat1"e value. Fitting Foot Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 2708 33'-6 5.6 26.00 1 (See Notes) - %jU 120lfl 1W L I.UJU see** Route I eeoee Sprinkler, T(5'-O) 51-0 0.211435 1750 33'-6 26.00 1.0490 66 1.163 1750 33-6 1% 10'-8 120 22.719 0.014144 1749 33'-6 12.40 :1.3800 1O18 0.151 1749 33'-6 2609 1Y 10'-8 120 22.870 Flow (q) from Route 4 0114911 1748 336 3849 13800 108 1.226 1748 331 6 26.78 1% (See Notes) 431 2 120 24.096 Flow (q) from Route 10 T(6'-O), PO(6'-O) 12-0 0.305259 0.867 1730 31'-6 65.27 1.3800 551 2 16.840 1730 31'-6 4 10-0 120 41.803 0.000858 -0 .000858 1645 31'-6 .- 53.03 4.2600 1o1 0 0.009 1645 31-6 6528 4 101-0 120 41.811 Flow (q) from Route 2 0003789 1565 31'-6 11831 42600 101-0 0.038 1565 31'-6 ''"I" 4 18'-0 120 41.849 Flow (q) from Route 3 0.008546 1397 31'-6 183.63 4.2600 18'-o 0.154 1397 31'-6 . 91 0 120 42.003 0.008108 1323 3116 - 178.49 4.2600 ,0 0.073 1323 31'-6 4 - 10-0 120 42.076 0.006861 1249 31'-6 163.09 4.2600 101 0 0.069 1249 31'-6 4 101-0 120 42.145 0005795 1173 31'-6 14886 42600 10 0 0.058 1173 31'-6 4 101-0 120 42.203 0004874 1052 31'-6 13556 42600 101-0 0.049 , 0 M.E.P.CAD, Inc. t1,11 AutoSPRINK 2018 04.1.4.0 RA #3 5/2212018 11:03:10AM Page 8 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as negative Mal--- Fitting (Fo t Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow Actual ID Total (Foot) Friction(Pf) 1052 31-6 4 10'-0 120 42.251 0.004068 979 31'6 122.94 4.2600 io'-o 0.041 979 31-6 4 101-0 120 42.292 0.003352 907 31'-6 110.73 4.2600 0.034 907 31'-6 4 10'-0 120 42.325 0.002710 831 31'-6 98.70 4.2600 io'-o 0.027 831 31'-6 4 101-0 120 42.353 0.002127 101-0 755 31'-6 86.60 4.2600 0.021 755 31-6 4 101-0 120 42.374 0.001598 626 31'-6 74.20 4.2600 io'-o 0.016 626 31-6 4 101-0 120 42.390 0.001123 605 31-6 61.31 4.2600 10-0 0.011 605 31'-6 4 20-0 120 42.401 0.000700 441 31-6 47.47 4.2600 20'-0 0.014 441 31'-6 4 25'-0 120 42.415 0.000340 238 31-6 32.16 4.2600 25'-O 0.009 238 31-6 2 (See Notes) 713 120 42.424 P0 10' - 0 3P0(10'-O), Z 40'-0 0.008447 254 31'-6 32.16 2.2030 111-3 0.940 254 31-6 363.31 6 (See Notes) 67-8 120 43.363 Flow (q) from Route 7 3E(17 7) Z fE(10 0) 2f(-0.00 62-91A 0.005029 13.442 73 0'-6 39547 6.3570 130 0.656 73 0'-6 8 (See Notes) 1 3'1 120 57.461 E(21-1%) 21'-l% 0.001414 -0.000 57 0'-6 395.47 8.2490 - r 24'-21/2 0.034 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.1.4.0 RA #3 5/22/2018 11:03:10AM Page 9 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (PQ and shown as a negative value. Fitting (Foot) Pf Friction Loss, Per Unit 'si) Elev(Pe) Node 2 El::2 Total Flow (Q) Actual ID Total (Foot) Friction( PQ 57 0'-6 6 (See Notes) 91 11% 140 57.495 2E(23'-11/2) 46'-2½ 0003831 2.818 38 -6'-0 39547 63400 56'-2 0.215 38 -6-0 6 (See Notes) 127101,4 150 60.528 EE(3 1 PIV(18) E(7 101,4 0011254 -0.434 15 5-0 39547 49500 161 1815 15 -5-0 140.44 8 65'-e 150 61.910 Flow (q) from Route 16 0.005453 16 -5-0 535.90 6.4470 66-6 0.357 16 -5-0 109.56 8 (See • Notes) 244'2 150 62.267 Flow (q) from Route 31 2EE(4'-9Y2), 2E(9'-71/2) 28'-lO 0.007692 2.384 5 -10'-6 645.47 6.4470 273-0 2.100 5 -10'-6 12 (See Notes) 102Y2 140 66.751 E(45'-31/2) 45131/ 0000345 -3.741 8 1 101/2 64547 125200 56-6 0.019 8 V-1 01/2 10 (See Notes) o'o 120 63.029 BFP(-3.000) 0.001357 9 -1-101/2 .- 645.47 10.0200 3.000 9 -1'-10% 12 (See Notes) 11'5 140 66.029 2E(45 3½) 90'-6½ 0000345 3.852 10 -101-9 64547 125200 101'-1111/2 0.035 10 -101-9 12 (See Notes) 111 9 150 69.916 Water Supply 0000498 1 -101-9 64547 113100 F-1 1 1 0.006 0.00 69.922 Hose Allowance At Source Total(Pt) Route 1 1 645.47 2675 33'-6 5.6 26.00 1 (See Notes) 0'-6 120 21.559 •.'. Route 2 9999* Sprinkler, 1(5 0) 5'-0 0.211463 1667 33'-6 26.00 1.0490 F-6 1.163 1667 33'-6 1% 10'-8 120 22.722 0.014157 1666 33'-6 12.41 1.3800 10'-8 0.151 ,©M.E.P.CAD, Inc. F111 AutoSPRlNK2O18v14.1.4.O RA #3 5/22/2018 11:03:10AM Page 10 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as r9cptive a value. Fitting (Foot) Pt Friction Loss Per (psi) Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1666 33'-6 26.09 11/4 10'-8 120 22.873 Flow (q) from Route 5 0114955 1665 336 3850 13800 10-8 1.226 1665 33'-6 26.78 1% (See Notes) 43'2 120 24.099 Flow (q) from Route 11 T(6-0), PO(6'-O) 12'-0 0.305346 0.867 1645 31'-6 65.28 1.3800 56-2 16.845 41.811 Total(Pt) Route 2 2638 33'-6 5.6 26.01 1 (See Notes) 0'-6 120 21.572 •'•• Route 3 eeeoe Sprinkler, T(5'-O) 5'-0 0.211576 1589 33'-6 26.01 1.0490 6-6 1.164 1589 33'-6 1% 10'-8 120 22.735 0014219 1588 33'-6 1244 13800 10-8 0.152 1588 33'-6 26.10 1114 10'-8 120 22.887 Flow (q) from Route 6 0.115160 1587 33'-6 38.54 1.3800 10-8 1.228 1587 33'-6 26.79 1% (See Notes) 43'-2 120 24.115 Flow (q) from Route 12 T(6'-O), PO(6'-O) 12-0 0.305743 0.867 1565 31'-6 65.33 1.3800 55'2 16.867 41.849 Total(Pt) Route 3 2707 33'-6 5.6 26.09 1 (See Notes) 0'6 120 21.700 Route 4 Sprinkler, T(5'-O) 5'-O 0.212739 1749 33-6 26.09 1.0490 6-6 1.170 22.870 Total(Pt) Route 4 2674 33'-6 5.6 26.09 1 (See Notes) 0'6 120 21 .703 ••••• Route 59999• Sprinkler, T(5'-O) 51-0 0.212767 1666 33'-6 26.09 1.0490 5'-6 1.170 22.873 Total(Pt) Route 5 2637 33-6 5.6 26.10 1 (See Notes) 06 120 21.716 ••••• Route 6..''. Sprinkler, T(5-0) 5-0 0.212886 1588 33-6 26.10 1.0490 5'6 1.171 22.887 Total(Pt) Route 6 ,©M.E.P.CAD, Inc. tIll AutoSPRlNK2018v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 11 Job Name: Drawing3 Remote Area Number:. RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) "Factor Total(Pt) Notes FittinglDevice (Equivalent Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as (Foot) Pf Friction Loss Per Unit (psi) Fitting Length) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(Pf) 2709 33'-6 5.6 26.10 1 (See Notes) 0'-6 120 21.726 a ncjative value. Route '''...' Sprinkler, T(5 0) 5'-0 0.212979 1751 33'-6 26.10 1.0490 6-6 1.171 1751 33'-6 13.60 j1/4 10-8 120 22.898 Flow (q) from Route 32 0.121663 1752 33'-6 39.70 1.3800 10 8 1.298 1752 33-6 26.83 1¼ (See Notes) 42-9Y2 120 24.196 Flow (q) from Route 13 T(6'-O), PO(6'-O) 12-0 0.316267 0.867 1741 31'-6 66.53 :1.3800 17.325 1741 31'6 12.24 6 101- O 120 42. 388 Flow (q) from Route 17 0.000254 1660 31 6 78 78 6 3570 101-0 0.003 1660 31'-6 66.53 6 101- O 120 42. 390 Flow (q) from Route 8 0.000789 1576 31 6 14531 63570 100 0.008 1576 31'6 66.52 6 18'-0 120 42. 398 Flow (q) from Route 9 0.001585 1418 31'-6 - 211.83 6.3570 18-0 0.029 1418 31'-6 5.15 6 9'-O 120 42.427 Flow (q) from Route 20 0.001656 1354 31'-6 216.98 6.3570 9'-O 0.015 1354 31'6 15.40 6 101-0 120 42. 442 Flow (q) from Route 30 0.001880 1278 31 6 23238 63570 100 0.019 1278 31'6 14.23 6 101- 120 460O 42. Flow (q) from Route 29 0.002099 1204 31'-6 246.60 6.3570 101-0 0.021 1204 31'-6 13.30 6 101-0 120 42.481 Flow (q) from Route 28 0.002313 1130 31 6 25990 63570 10 0 0.023 1130 31-6 12.63 6 10-0 120 42. 505 Flow (q) from Route 27 0.002525 1054 31'-6 272.53 6.3570 10-0 0.025 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 12 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) °r Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fittinn (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) P. Total Flow (Q) Actual ID Total Friction(Pf) 1054 31 12.20 6 42.530-6 10-0 120 Flow (q) from Route 26 0.002739 101-0 980 31'-6 284.73 6.3570 0.027 980 31'-6 12.03 6 101-0 120 42.557 Flow (q) from Route 25 0.002957 906 31'-6 296.77 6.3570 0.030 906 31-6 12.10 6 101-0 120 42.587 Flow (q) from Route 24 0.003183 827 31'-6 308.87 6.3570 0.032 827 31'-6 12.39 6 101-0 120 42.619 Flow (q) from Route 23 0.003424 658 31-6 321.27 6.3570 10'-0 0.034 658 31'6 12.89 6 101-0 120 42.653 Flow (q) from Route 22 0.003682 631 31 -6 - -f. - -. 334.15 6.3570 10'-O 0.037 631 31'-6 13.85 6 20'-0 120 42.690 Flow (q) from Route 19 0.003969 465 31'-6 348.00 6.3570 20'-0 0.079 465 31-6 15.31 6 (See Notes) 82 '-lO% 120 42.769 Flow (q) from Route 18 T(37'-81/2), E(17'-7) 0004299 254 31'-6 - 363.31 6.3570 F139-2 0594 43.363 Total(Pt) Route 7 2676 33'-6 5.6 26.10 1 (See Notes) 0 '-6 120 21729 •••'.••• Route Sprinkler, T(5'-O) 51-0 0.213006 1668 33-6 - 26.10 1.0490 5-6 1.172 1668 33'-6 13.59 1/4 10'-8 120 22.901 ______ Flow (q) from Route 33 0.121649 10-8 1669 33'-6 -. --- - 39.70 1.3800 1.298 1669 33-6 26.84 1¼ (See Notes) 42-9% 120 24.198 Flow (q) from Route 14 T(6'-O), PO(6'-O) 12'-0 0.316260 0.867 1660 31-6 .-- 66.53 1.3800 54'-9% 17.325 42.390 Total(Pt) Route 8 ©M.E.P.CAD, Inc. AutoSPRINK2O18v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 13 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID FittingsLength & Devices Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negat!9 ya1ue Fitting (F oot) Pf Friction L 05S Per nit Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 2639 33'-6 5.6 26.11 1 (See N Notes) 0'-6 120 21.741 '•••Route9••'•' Sprinkler, T(5'-O) 5-0 0.213115 1590 33-6 26.11 1.0490 6-6 1.172 1590 33'-6 13.57 1v4 10'8 120 22.913 Flow (q) from Route 34 0121567 1591 336 - 3968 13800 10-8 1.297 1591 33-6 26.84 1% (See Notes) 42'9Y2 120 24.210 Flow (q) from Route 15 T(6'-O), PO(6'-O) 12-0 0.316190 0.867 1576 31'-6 ., 66.52 1.3800 17.321 42.398 Total(Pt) Route 9 2706 33'-6 5.6 26.78 1 (See Notes) 0'6 120 22.867 •••'• Route 10..'.. Sprinkler, T(5'-O) 5-0 1 0.223306 1748 33-6 - 26.78 1.0490. 6-6 1.228 24.096 Total(Pt) Route 10 2673 33'-6 5.6 26.78 1 (See Notes) 0'6 120 22.871 Route 11 Sprinkler, T(5'-O) 5'-0 0.223339 1665 33'-6 26.78 1.0490 6-6 1.228 24.099 Total(Pt) Route 11 2636 33'-6 5.6 26.79 1 (See Notes) 0'-6 120 22.886 • " • Route 12 • Sprinkler, T(5 '-O) 5'-0 0223476 1587 33'-6 26.79 10490 56 1.229 24.115 Total(Pt) Route 12 2710 33'-6 5.6 26.83 1 (See Notes) . 0'6 120 22.963 .••' Route 13..... Sprinkler, T(5'-O) 0.224165 1752 33'-6 26.83 1.0490 6-6 1.233 24.196 Total(Pt) Route 13 2677 33-6 5.6 26.84 1 1 (See Notes) 0'-6 120 22.965 Route 14•••'' Sprinkler, T(5'-O) I 5-0 1669 33 26.84 0.224191'-6 [ 1.0490 5-6 1.233 24.198 Total(Pt) Route 14 2640 33-6 [ 5.6 26.84 1 (See Notes) 0'6 120 22.977 '' Route 15 Sprinkler, T(5'-O) 5'-0 0.224291 1591 33'-6 26.84 1.0490 6-6 1.234 ©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v14.1.4.O RA #3 5/22/2018 11:03:10AM Page 14 Job Name: Drawing3 Remote Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negat!e v'u9 Fitting (Foot)Pf Friction Loss Unit Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 24.210 Total(Pt) Route 15 22 0'-6 250.00 6 (See Notes) 6'-6 140 59.107 '•''Route 16""' Hydrant, E(21'-0%) 21-0% 0.001800 2.818 21 -6-0 250.00 6.2200 27'-61/2 0.050 21 -6'-0 6 (See Notes) 38'8 140 61.974 E(6'-ll) 6'-11 0.005473 27 -6'-0 ., 250.00 4.9500 0.249 27 -6'-0 6 (See Notes) 11 0 140 62.224 T(49'-6) 49-6 0.001640 -0.437 7 -51-0 250.00 6.3400 50-6% 0.083 7 -5-0 8 2'-41/2 140 61.870 0.000520 0.004 14 -5-0 140.44 6.4470 2'-41/2 0.001 14 -5-0 8 76-9 150 61.874 0.000458 15 -5'-0 140.44 6.4470 769 0.035 61.910 Total(Pt) Route 16 1730 31'-6 53.03 4 8'-0 120 41.803 ""'Route 17'.". Flow (q) from Route I 0.000057 1786 31'-6 12.24 4.2600 8'-O 0.000 1786 31'-6 4 8-0 120 41.803 0.000016 1825 31-6 6.12 4.2600 8-0 0.000 1825 31-6 1% (See Notes) 128'71/2 120 41.803 P06' - 0 2T(6'-O), PO(6'-O) 24-0 0.003830 1827 31-6 6.12 1.3800 152'-71/2 0.584 1827 31-6 6 8'-0 120 42.388 0.000002 1792 31-6 6.12 6.3570 8'-O 0.000 1792 31-6 6.12 6 8-0 120 42.388 Flow (q) from Route 21 0.000008 1741 31-6 12.24----[ 6.3570 8'-O 0.000 42.388 Total(Pt) Route 17 ,©M.E.P.CAD, Inc. tliAutoSPRINK2O18v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 15 Job Name: Drawing3 RemoteArea Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) — C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as negative "aIu. Fitting (Foot) . . Pf Loss Per Unit on Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 441 31'-6 2 (See Notes) 102-1Y2 120 42.415 Route 18••••• PO(10'-0) P0(10 0) Z 20-0 0002140 -0.900 468 33'-7 1531 22030 122'-101/2 0.263 468 33'-7 2 (See Notes) 24'-0 120 41.778 fE(3-6) 3'-6 0.002371 -0.022 466 33'-7% 15.31 2.1570 27-6 0.065 466 33-71/2 2 (See Notes) 2'l% 120 41.822 PO(10'-0) 10-0 0.002140 0.921 465 31-6 15.31 2.2030 12'-1% 0.026 42.769 Total(Pt) Route 18 605 31'-6 2 (See Notes) 129-0 120 42.401 ••••• Route 19 99 PO(10'-0) 2P0(10-0), fE(3'-6) 33'-6 0.001777 631 31'-6 13.85 2.2030 162'-6 0.289 42.690 Total(Pt) Route 19 1397 31'-6 1% (See Notes) 128'7% 120 42.003 ' Route 20 P0(6-0) 2T(6'-O), PO(6'-O) 24-0 0.002777 1418 31'-6 5.15 1.3800 152'-71/2 0.424 42.427 Total(Pt) Route 20 1786 31-6 1% (See Notes) 128'-71/2 120 41.803 .... Route 21' PO(6'-O) 2T(6 0) P0(6-0) 24'-0 0.003831 1792 31'-6 6.12 1.3800 152 0.585 42.388 Total(Pt) Route 21 626 31'-6 ' 2 (See Notes) 1291Y2 120 42.390 ••'•' Route 22'•'•' PO(10'-O) 3P0(10'-O) 40'-0 0.001556 658 31'-6 12.89 2.2030 169-11/2 0.263 42.653 Total(Pt) Route 22 755 31-6 2 (See Notes) 129'-1Y2 120 42.374 ••'•' Route 23•••'• P0(10-0) 3P0(10 0) 40-0 0001448 827 31'-6 1239 22030 169 1% 0245 42.619 Total(Pt) Route 23 831 31'-6 2 (See Notes) 129-1% 120 42.353 '•'• Route 24••'•' P0(10-0) 3P0(1 0'-O) 40'-0 0.001385 906 31'-6 12.10 2.2030 169-1% 0.234 1.,©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.O RA #3 5/22/2018 11:03:10AM Page 16 Job Name: Drawing3 Iemote'Area Number: RA #3 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices E q iv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as negtive value. Total(Pt) Route 24 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 'Foot' Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 42.587 907 31'-6 2 (See Notes) 129'1Y2 120 42.325 ••••• Route 25••••' PO(10'-0) 3P0(10-0) 40'-0 0.001371 980 31'-6 12.03 2.2030 169'-11/2 0.232 42.557 Total(Pt) Route 25 979 31'-6 2 (See Notes) 129-11/2 120 42.292 999Route26'•••• P0(10-0) 3P0(10 0) 40'-0 0001407 1054 31'-6 1220 22030 169'-11/2 0.238 42.530 Total(Pt) Route 26 1052 31'-6 2 (See Notes) 129'-11./2 120 42.251 ••'•• Route 27'.... PO(10'-O) 3P0(10 0) 40'-0 0001498 1130 31'-6 1263 22030 169'-1Y2 0.253 42.505 Total(Pt) Route 27 1173 31'-e 2 1 (See Notes) 129-1% 120 42.203 '•'• Route 28...'. P0(10-0) 3P0(10 0) 40'-0 0001649 1204 31'-6 1330 22030 169'-11/2 0279 42.481 Total(Pt) Route 28 1249 31'-6 2 (See Notes) 129'-11/2 120 42.145 '••• Route 29".. 3P0(10-0) 40-0 0.001868 PO(10'-0) 1278 31'-6 14.23 2.2030 169'-11/2 0.316 42.460 Total(Pt) Route 29 1323 31'-6 2 (See Notes) 129'-11/2 120 42.076 ••••• Route 30'•'•• 3P0(10-0) 40-0 0.002163 PO(10'-O) 1354 31'-6 15.40 2.2030 169'-11/2 0.366 42.442 Total(Pt) Route 30 7 -5'-0 140.44 8 274'-81/2 140 61.870 ••... Route 31 ee Flow (q) from Route 16 0.000329 -0.409 13 -4'-O% 109.56 6.4470 274'-81/2 0.090 13 -4'-O% 8 (See Notes) 953'5 150 61.551 3E(9'-71/2), 6EE(4-91/2), 2T(18- 8/2) 95'-O% 0.000289 0.412 16 -5'-0 109.56 6.4470 1048'-6 0.303 62.267 Total(Pt) Route 31 ,©M.E.P.CAD, Inc. jAutoSPRINK2018v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 17 Job Name: Drawing3 R.emoter Area Number: RA #3 Date: 5/22/2018 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as negat"e p value. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1750 33'-6 12.40 1% 10'-8 120 22.719 ••••' Route 32..'.' Flow (q) from Route I 0.016757 1751 33'-6 T 13.60 1.3800 10'-8 0.179 22.898 Total(Pt) Route 32 1667 33'-6 12.41 1% I 10'-8 120 22.722 ••••• Route 33.'.'. Flow (q) from Route 2 0.016748 1668 33-6 13.59 1.3800 1O'-8 0.179 22.901 Total(Pt) Route 33 1589 33'-6 12.44 1 1/4 10'-8 120 22.735 '••• Route 34•'••' Flow (q) from Route 3 0.016698 1590 33'-6 13.57 1.3800 10'-8 0.178 22.913 Total(Pt) Route 34 ,©M.E.P.CAD, Inc. jqj AutoSPRlNK2018v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 18 Job Name: Drawing3 RemotEF Area Number: RA-#3 Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter) = Factor Date: 5/22/2018 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 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 Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve CV 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 P0 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 Cao ,©M.E.P.CAD, Inc. III AutoSPRlNK2018v14.1.4.0 RA #3 5/22/2018 11:03:10AM Page 19 Hydraulic Calculations for Project Name: Drawing3 Location: Drawing Name: Roof Piping Plan revised 4-23-18 Design Remote Area Number: RA #4 Occupancy Classification: ESFR Calculation Date: 5/22/2018 Density: 20.000 Area of Application: NA Coverage per Sprinkler: 1 30ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 12 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 250.00 at Node: 22 Type: Total Water Required (including Hose Streams where applicable):• From Water Supply at Node 1: 1726.32 @ 142.709 Type of System: Volume of Dry or PreAction System: N/A Allowance at Source Hydrant I Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: N/A Right: N/A 1&© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.1.4.0 RA #4 5/22/201811:03:33AM Page 1 Hydraulic Graph Job Name: Drawing3 N 1.85 Remote Area Number: RA #4 Date: 5/22/2018 - : I 50O.00 142.000 _____________Summary Water Supply Sheet Node: 1 aoH )5— o— . System demand curve r5_f fl.....WJJILLLII1III1I ii 11 0500 1000 1500 2000 3000 2500 - 3500 Flow -gpm 4000 4500 5000 ,©M.E.P.CAD, Inc. 11 AutoSPRlNK2018v14.1.4.0 5/22/2018 11:03:35AM Page 'I %01~15ivicgRs Job Number: 1 Report Description: ESFR (RA #4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 118.878 Sprinkler 2165 112.85 112.70 25.2 20.054 Sprinkler 2170 112.95 112.70 25.2 20.090 Sprinkler 2171 114.54 112.70 25.2 20.659 Sprinkler 2209 112.73 112.70 25.2 20.012 Sprinkler 2210 112.83 112.70 25.2 20.047 Sprinkler 2211 114.41 112.70 25.2 20.612 r-> Sprinkler 2246 112.70 112.70 25.2 20.000 Sprinkler 2247 112.79 112.70 25.2 20.034 Sprinkler 2248 114.37 112.70 25.2 20.597 Sprinkler 2258 152.16 112.70 25.2 36.459 Sprinkler 2296 152.01 112.70 25.2 36.388 Sprinkler 2334 151.97 112.70 25.2 36.370 Most Demanding Sprinkler Data 1,©M.E.P.CAD, Inc. 11AutoSPRlNK2018v14.1.4.0 5/22/2018 11:03:36AM Page 3 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 144.000 142.000 2500.00 142.992 1726.32 142.709 Node Analysis Node Number - Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -10-9 Supply 142.709 1726.32 22 0'-6 Hydrant 118.878 250.00 2165 33-714 Sprinkler 20.054 112.85 2170 33-7 Sprinkler 20.090 112.95 2171 33-7 Sprinkler 20.659 114.54 2209 33-7Y2 Sprinkler 20.012 112.73 2210 33-7 Sprinkler 20.047 112.83 2211 33-7 Sprinkler 20.612 114.41 2246 33-71/2 Sprinkler 20.000 112.70 2247 33-7 Sprinkler 20.034 112.79 2248 33-7 Sprinkler 20.597 114.37 2258 33-91/2 Sprinkler 36.459 152.16 2296 33-91/2 Sprinkler 36.388 152.01 2334 33..91/2 Sprinkler 36.370 151.97 5 -10-6 139.227 7 -5-0 121.640 8 -1-10% 135.604 9 -1-10% 138.604 10 -10-9 142.673 ik© M.E.P.CAD, Inc. rig AutoSPRINK 2018 v14.1., 5/22/2018 11:03:39AM Page 4 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 13 -4-O% 121.745 14 -5'-0 121.644 15 -5-0 121.642 16 -5-0 123.882 21 -6-0 121.745 27 -6'-0 121.994 38 -6-0 101.316 57 0'-6 96.037 73 0-6 95.646 238 31-6 62.206 254 31-6 74.700 441 31-6 62.093 465 31-6 68.001 466 33-71/2 66.646 468 33'-7 65.580 605 31-6 61.892 626 31-6 61.722 631 31-6 67.122 658 31-6 66.724 755 31-6 61.469 827 31-6 66.364 831 31-6 61.121 906 31-6 66.039 ,© M.E.P.CAD, Inc. Mel AutoSPRINK 2018 v14.1. 5/22/2018 11:03:39AM Page 5 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 907 31-6 61.061 979 31-6 61.084 980 31-6 65.840 1052 31-6 61.337 1054 31-6 65.738 1130 31'-6 65.702 1173 31-6 61.513 1204 31-6 65.677 1249 31-6 61.627 1278 31-6 65.660 1323 31-6 61.692 1354 31-6 65.651 1397 31-6 61.718 1418 31-6 65.648 1565 31-6 61.755 1576 31-6 65.642 1645 31-6 61.768 1660 31-6 65.640 1730 31-6 61.776 1741 31-6 . 65.639 1786 31-6 61.779 1792 31'-6 65.639 1825 31-6 61.780 IM,©M.E.P.CAD, Inc. AutoSPRINK2018v14.1. 5/22/2018 11:03:39AM Paqe6 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1827 31'-6 65.639 2259 33'-91/2 35.962 2260 33'-9 36.024 2261 33'-9 37.011 2297 33'-9% 35.888 2298 33-9 35.949 2299 33-9 36.931 2335 33-9½ 35.868 2336 33-9 35.927 2337 33'-9 36.905 ,© M.E.P.CAD, Inc. OlAutoSPRINK 2018 v14.1. 5/22/2018 11:03:39AM Paqe 7 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fiftings & Devices Equiv. Length (Foot) Length — (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as p gcjp*ive value. Fitting (Foot) . Pf Friction LossPeU ' Total (ps Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 2246 33'-71/2 25.2 112.70 1 (See Notes) 0-0 120 20.000 •••••Routel Sprinkler, PO(5'-O) 5'-O 3.188014 -0.072 2335 33'9% 112.70 1.0490 51-0 15.940 2335 33-91/2 2 91-0 120 35.868 0.055751 2334 33'-91/2 89.19 2.2030 9-0 0.502 2334 33'-9Y2 25.2 151.97 2 (See Notes) 47'7 120 36.370 Sprinkler, 2P0(1 0'-O) 20'-0 0.351115 0.984 979 31'-6 241.16 2.2030 67-7 23.730 979 31-6 89.31 4 101-0 120 61.084 Flow (q) from Route 26 0025342 1052 31'-6 33048 42600 100 0.253 1052 31-6 4 10'-0 120 61.337 0.017635 1173 31'-6 271.66 4.2600 100 0.176 1173 31'-6 4 101-0 120 61.513 0.011374 1249 31-6 214.32 4.2600 10-0 0.114 1249 31-6 4 10-0 120 61.627 0006468 1323 31'-6 15796 42600 101-0 0.065 1323 31'-6 4 . 9-0 120 61.692 0.002888 1397 31'-6 102.16 4.2600 9-0 0.026 1397 31-6 4 18-0 120 61.718 0.002056 1565 31'-6 85.01 4.2600 18'-O 0.037 1565 31'-6 4 101-0 120 61.755 0001359 1645 31'-6 6796 42600 10-0 0.014 1645 31-6 4 10,-0 120 61.768 0.000797 1730 31-6 50.95 4.2600 0.008 ©M.E.P.CAD, Inc. M AutoSPRINK2O18v14.1.4.O RA #4 5/22/2018 11:03:43AM Page Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a nag-We fpiu9 Fitting (Foot) Pf Friction Loss Per Unit g,., Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1730 31-6 4 81-0 120 61.776 0000376 1786 31'-6 3396 42600 8 0 0.003 1786 31-6 4 8-0 120 61.779 0.000104 1825 31'-6 16.98 4.2600 8'-0 0.001 1825 31-6 1% (See Notes) 12871A 120 61.780 2T(6'-O), P0(6-0) 24'-0 0.025282 1827 31-6 16.98 1.3800 152'-7% 3.858 1827 31-6 6 8'-0 120 65.639 0000015 1792 31'-6 1698 63570 80 0000 1792 31'-6 16.98 6 8'-0 120 65.639 Flow (q) from Route 15 0000054 1741 31-6 3396 63570 8 0 0.000 1741 31'-6 16.99 6 101-0 120 65.639 Flow (q) from Route 16 0.000114 101-0 1660 31-6 50.95 6.3570 0.001 1660 31'-6 17.01 6 101-0 120 65.640 Flow (q) from Route 17 0000193 1576 31'-6 6796 63570 10 0 0.002 1576 31'-6 17.05 6 18'-0 120 65.642 Flow (q) from Route 18 0.000293 1418 31-6 85.01 6.3570 18'-0 0.005 1418 31'-6 17.15 6 91-0 120 65.648 Flow (q) from Route 14 0000411 1354 31'-6 10216 63570 90 0.004 1354 31'-6 55.80 6 101-0 120 65.651 Flow (q) from Route 24 0.000921 101-0 1278 31-6 157.96 6.3570 0.009 1278 31'-6 56.36 6 101-0 120 65.660 Flow (q) from Route 23 0.001619 1204 31-6 214.32 6.3570 10'-0 0.016 , 0 M.E.P.CAD, Inc. 11 AutoSPRINK 2018 04.1.4.0 RA #4 5/22/2018 11:03:43AM Page 9 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when a licable are added directly to (Pt) and shown as negative valug. Filling (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1 204 3 -6 57.34 6 10-0 120 65.677 Flow (q) from Route 22 0.002510 1130 31-6 271.66 6.3570 0.025 1130 31'-6 58.82 6 101-0 120 65.702 Flow (q) from Route 21 0003608 1054 31'-6 33048 63570 10 0 0.036 1054 31'-6 250.67 6 10-0 120 65.738 Flow (q) from Route 3 0.010250 980 31-6 581.15 6.3570 0.103 980 31'-6 251.04 6 10-0 120 65.840 Flow (q) from Route 4 0019917 906 31'-6 83219 63570 10 0 0.199 906 -6 31 251.62 6 10-0 120 66.039 Flow (q) from Route 5 0.032470 827 31-6 1083.81 6.3570 b-a 0.325 827 31'-6 62.58 6 10-0 120 66.364 _______ Flow (q) from Route 20 0036023 658 31'-6 114638 63570 101-0 0.360 658 1 - . 32 6 10-0 120 66.724 Flow (q) from Route 19 0.039790 631 31-6 1209.70 6.3570 0.398 I 31'-6 66.27 20'-0 120 67.122 Flow (q) from Route 13 0043916 465 31'-6 127598 63570 20 0 0.878 465 31 -6 70.09 6 'See Notes) 8210% 120 68.001 Flow (q) from Route 12 . T(37-8Y), E(17-7) 56-4 0.048483 254 31-6 1346.07 6.3570 138-2 6.700 254 31-6 130.24 6 (See Notes) 67-8 120 74.700 Flow (q) from Route 2 3E(1T 7) Z fE(10 0) 2f(-0.00 62-9Y2 0.057517 13.442 73 0'-6 1476.32 6.3570 130 7.504 73 0-6 8 (See Notes) 31 120 95.646 E(21-1V2) 21'-1Y2 0.016172 -0.000 57 0-6 1476.32 8.2490 24'-21/2 0.392 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.0 RA #4 5/22/2018 11:03:43AM Page 10 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev i J (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as a negative value. Fill Pf Friction Loss Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 57 0'-6 6 (See Notes) 9hhh, 140 96.037 2E(23'-l%) 46'-2% 0.043814 2.818 38 -6'-0 1476.32 6.3400 562 2.461 38 -6'-0 6 (See Notes) 127'0% 150 101.316 EE(3'-1, PIV(1-8), E(7'-101..4 ) T(16-l0) 34'3 0.128713 -0.434 15 -5-0 1476.32 r4.19500 2 161-3Y . 20759 15 -5'-0 8 66-6 150 121.642 0.034204 16 -5-0 1445.94 6.4470 65'-6 2.240 16 -5-0 280.38 8 (See Notes) 2442 150 123.882 Flow (q) from Route 11 2EE(4'-9%), 2E(9'-7%) 28'-10 0.047476 2.384 5 -10'-6 - 1726.32 6.4470 273-0 12.961 5 -10'-6 12 (See Notes) 10'2% 140 139.227 E(45'-3%) 4531/2 0.002129 -3.741 8 -1'-lO% 1726.32 12.5200 55'-6 0.118 8 -1'-10% 10 (See Notes) 00 120 135.604 BFP(-3.000) 0.008377 9 -1'-10Y2 1726.32 10.0200 3.000 9 110/2 12 (See Notes) 11'5 140 138.604 2E(45'-3%) 90'-6% 0.002129 3.852 10 -10-9 T--* 1726.32 12.5200 0.217 10 -10'-9 12 (See Notes) 111 9 150 142.673 Water Supply 0.003074 1 -101-9 1726.32 11.3100 ri1'-9 0.036 0.00 142.709 Hose Allowance At Source Total(Pt) Route 1 1 1726.32 2209 33-7% 25.2 112.73 1 (See Notes) 01-0 ".'-' 20.012 S Si Si Route 2. S. Sprinkler, F'0(5'0) 5-0 3.189768 -0.072 2297 33-9% - 112.73 1.0490 5-0 15.949 2297 33-9% 2 91-0 120 35.888 0.055451 2296 33-9% - 88.93 2.2030 91-01 0.499 F J©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.0 RA #4 5/22/2018 11:03:43AM Page 11 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when a licable are added directly to (Pt) and shown as nejave a valut. Fitting (Foot) Pt Friction Loss Per Unit i si Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 2296 33'-9Y2 25.2 152.01 2 (See Notes) 47-7 120 36.388 Sprinkler, 2P0(10-0) 20'-0 0.350516 0.984 907 31-6 240.94 2.2030 67'-7 23.689 907 31-6 4 101-0 120 61.061 005996 0.005996 1-0 831 31'-6 15163 42600 100 0.060 831 -6 31'-6 240.88 4 10'-0 120 61.121 Flow (q) from Route 10 0034838 755 31'-6 39251 42600 101-0 0.348 755 31-6 4 101-0 120 61.469 0025264 626 31'-6 32993 42600 10 0 0.253 626 31'-6 4 10-0 120 61.722 0017034 605 31'-6 26661 42600 100 0170 605 31-6 4 20'-0 120 61.892 0010039 441 31'-6 20034 42600 20'-0 0.201 441 31-6 4 25'-0 120 62.093 0.004526 238 31-6 130.24 4.2600 25'-0 0.113 238 31-6 2 (See Notes) 71'3 120 62.206 PO(10'-O) 3P0(10'-O), Z 40'-0 0.112323 254 31-6 130.24 2.2030 111-3 12.494 74.700 Total(Pt) Route 2 2247 33'-7 25.2 112.79 1 (See Notes)6-0 00 120 20.034 P0(5-0) 3.193063 -0.072 2336 33'-9 112.79 1.0490 15.965 33-9 5'-0 2336 23.51 2 8'-0 120 35.927 Flow (q) from Route 29 0.122181 2337 33-9 136.30 2.2030 8'-0 0.977 2337 33'-9 114.37 2 (See Notes) 53'-10% 120 36.905 Flow (q) from Route 7 2P0(10-0) 20-0 0.377149 0.975 1054 31'-6 250.67 2.2030 73'-lO% 27.858 1AI©M.E.P.CAD, Inc. jIll RA #4 5/22/2018 11:03:43AM Page 12 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node I Elev i (Foot)K-Factor Flow added this step (q) Nominal ID F•IflgS & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Pressure Losses, when applicable, are added directly to (Pt) and shown as a negate value. Filling (Foot) Pf Friction ' Total (ps Loss Per Unit Fixed Elev(Pe) Node 2 Elev 2 (Foot) .Total . Flow Actual ID (Foot) Friction(Pf) 65.738 Total(Pt) Route 3 2210 33'-7 25.2 112.83 1 (See Notes) 01-0 120 20.047 ••••' Route 4' Sprinkler, PO(5'-O) 5'-0 3.194917 -0.072 2298 33-9 112.83 1.0490 5'0 15.975 2298 33'-9 23.80 2 8-0 120 35.949 Flow (q) from Route 28 0122727 2299 33'-9 13663 22030 8-0 0.982 2299 33'-9 114.41 2 (See Notes) 53'101/2 120 36.931 Flow (q) from Route 8 2P0(10'-O) 20'-0 0.378182 0.975 980 31'-6 .,, . 251.04 2.2030 73'-101/2 27.934 65.840 Total(Pt) Route 4 2165 33'-7% 25.2 112.85 1 (See Notes) 0'-O 120 20.054 ••••• Route 5•'•'• Sprinkler, PO(5'-O) 5'-O 3.195975 -0.072 2259 33-91/2 112.85 1.0490 5'0 15.980 2259 33'-9% 2 10'-8 120 35.962 0004964 0.009 2260 339 2413 22030 10-8 0.053 2260 33'-9 112.95 2 8-0 120 36.024 Flow (q) from Route 6 0.123472 2261 33'-9 137.08 2.2030 , 8-0 0.988 2261 33'-9 114.54 2 (See Notes) 53'101/2 120 37.011 Flow (q) from Route 9 2P0(1 0'-O) 20'-0 0.379790 0.975 906 31'-6 251.62 2.2030 73-10% 28.053 66.039 Total(Pt) Route 5 2170 33'-7 25.2 112.95 1 (See Notes) 0-0 120 20.090 ••••' Route 6.••.. Sprinkler, PO(5'-O) 5-0 3.201236 0.072 2260 33-9 112.95 1.0490 5-0 16.006 36.024 Total(Pt) Route 6 2248 33-7 25.2 114.37 1 (See Notes) 0-0 120 20.597 ••••'Route 7•••'. Sprinkler, PO(5'-O) 5-0 3.275968 -0.072 2337 33-9 114.37 1.0490 5-0 16.380 36.905 Total(Pt) Route 7 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.0 RA #4 5/22/2018 11:03:43AM Page 13 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per • (psi) . Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 2211 33-7 25.2 114.41 1 (See Notes) 0'O 120 20.612 a negative value. '••Route8•'•'' Sprinkler, PO(5'O) 51-0 3.278189 -0.072 2299 33'-9 ç;' t4~ 114.41 1.0490 16.391 V-0 36.931 Total(Pt) Route 8 2171 33'-7 25.2 114.54 1 (See Notes) 01 0 120 20.659 ••••. Route 9 eeees Sprinkler, P0(5-0) 5'-0 3.285005 -0.072 2261 33'9 114.54 1.0490 5'-0 16.425 37.011 Total(Pt) Route 9 2258 33-91/2 25.2 88.72 2 (See Notes) 47-7 120 36.459 '... Route 10 • Sprinkler,, Flow (q) from Route 27 2P0-0) 20'-0 0.350353 0.984 831 31'-6 . 240.88 2.2030 67'-7 23.678 61.121 Total(Pt) Route 10 22 0'-6 250.00 6 (See Notes) 6'-6 140 118.878 ''Route11••'. Hydrant, E(21'-01/2) 21'-01/2 0.001800 2.818 21 -6'-0 - 250.00 6.2200 27-6% 0.050 21 -6'-0 6 (See Notes) 38'8 140 121.745 E(6-11 1) 6-11 0.005473 27 -6'-0 250.00 4.9500 46-7 0.249 27 4-0 6 (See Notes) 11 0 140 121.994 T(49'-6) 49-6 0.001640 -0.437 7 -5'-0 250.00 6.3400 50'6% 0.083 7 -5'-0 30.38 8 274-8% 140 121.640 Flow (q) from Route 25 0.001869 -0.409 13 -4'-O% 280.38 6.4470 274'-8% 0.513 13 -4-0% 8 (See Notes) _____ _____ 953'51/2 150 121.745 3E(9'-7%), 6EE(4'-9%), 2T(18'- 8%) 96-01/2 0.001645 0.412 16 ____ -5-0 N1'fJ 280.38 6.4470 _____ 1048'-6 1.725 123.882 . Total(Pt) Route 11 441 31-6 2 (See Notes) 102'-101/2 120 62.093 ••'•• Route 12..... PO(10'-O) PO(10'-O), Z 20-0 0.035702 -0.900 468 33-7 - 70.09 2.2030 122-101/2 4.386 ,©M.E.P.CAD, Inc. JAutoSPRlNK2018v14.1.4.O RA #4 5/22/2018 11:03:43AM Page 14 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node I Elev I (Foot) -Factor Flow added this step Nominal ID FittingsLength Devices Equiv. Length (Foot) (Foot) C Factor Total( Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit ' ' Elev(Pe) Node 2 Elev 2 'Foot' Total Flow ,,. Actual ID Total (Foot) Friction(Pt) 468 33'-7 2 (See Notes) 24'0 120 65.580 negat1'e value. fE(3'-6) 3'-6 0.039566 -0.022 466 33'-7Y2 70.09 2.1570 27'-6 1.088 466 33'-7% 2 (See Notes) 2'l% 120 66.646 P0(100) 10-0 0.035702 0.921 465 31'-6 70.09 2.2030 12'-1% 0.433 68.001 Total(Pt) Route 12 605 31'-6 2 (See Notes) 1290 120 61.892 ••'•' Route 13'.'.. P0(10-0) 2P0(10'-O), fE(3'-6) 33'-6 0.032186 631 31-6 741 66.27 2.2030 162'-6 5.230 67.122 Total(Pt) Route 13 1397 31-6 • 1% (See Notes) 128'-71/2 120 61.718 ••••• Route 14••••• P0(6-0) 2T(6-0), P0(6-0) 24'-0 0.025750 1418 31'-6 17.15 1.3800 152-7Y2 3.930 65.648 Total(Pt) Route 14 1786 31-6 1% (See Notes) 128'-7% 120 61.779 ••••' Route 15..'.. PO(6'-O) 2T(6 0) P0(6-0) 24'-0 0025289 1792 31'-6 - 1698 1.3800 152 3859 65.639 Total(Pt) Route 15 1730 31-6 1% (See Notes) 128'71/2 120 61.776 Route 16 0 0000 •• PO(6'-0) 2T(6'-O), P0(6-0) 24'L0 • 0.025311 1741 31-6 16.99 1.3800 152-71/2 3.863 65.639 Total(Pt) Route 16 1645 31'-6 1% (See Notes) 128'-7% 120 61.768 •••'• Route 17•'••• P0(6-0) 2T(6'-O), PO(6'-O) 24-0 0.025371 1660 31'-6 - i' 17.01 1.3800 15271,4 3.872 65.640 Total(Pt) Route 17 1565 31-6 1% (See Notes) 12871,4 120 61.755 '••• Route 18•••.. 2T(6-0), PO(6'-O) 24-0 0.025473 PO(6'-O) 1576 31-6 : 17.05 1.3800 152'-7% 3.887 65.642 Total(Pt) Route 18 ©M.E.P.CAD, Inc. III AutoSPRlNK2018v14.1.4.0 RA #4 5/22/2018 11:03:43AM Page 15 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Friction (psi) Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 626 31'-6 2 (See Notes) 129'-11/2 120 61.722 ••••• Route 19•'•'• P0(100) 3P0(10'-O) 40-0 0.029580 658 31'-6 63.32 2.2030 169-1Y2 5.002 66.724 Total(Pt) Route 19 755 31'-6 2 (See Notes) 1291h/2 T 120 61.469 Route 20 PO(10'-O) 3P0(10-0) 40'-0 t 0.028944 827 31-6 62.58 2.2030 169'-1½ 4.895 66.364 Total(Pt) Route 20 1052 31-6 2 (See Notes) 1291h/2 T 120 61.337 ••••• Route 21 eeese P0(10-0) 3P0(1 0'-O) 40-0 t 0.025809 1130 31'-6 58.82 2.2030 169'-l% 4.365 65.702 Total(Pt) Route 21 1173 31'-6 2 (See Notes) 129'-1Y2 1 120 61.513 "'' Route 22•' P0(10-0) 3P0(1 0'-O) 40'-0 t 0.024618 1204 31-6 L. 57.34 2.2030 169'-1V2 4.163 65.677 Total(Pt) Route 22 1249 31'-6 2 (See Notes) 129'11,4 T 120 61.627 Route 23 P0(10-0) 3P0(1 0'-O) 40-0 0.023850 1278 31-6 56.36 2.2030 169'-l% j 4.033 65.660 Total(Pt) Route 23 1323 31-6 2 (See Notes) 12911,4 1 120 61 .692 '... Route 24•999' PO(10'-O) 3P0(10'-O) 40'-0 t 0.023413 1354 31'-6 . 55.80 2.2030 169'-l% 3.959 65.651 Total(Pt) Route 24 15 -5-0 1445.94 8 76-9 150 121.642 ••.'. Route 259.'.. Flow (q) from Route 1 0.000027 14 -5-0 30.38 6.4470 76-9 0.002 14 -5-0 8 2'-4Y2 140 121.644 0.000031 -0.004 7 -5-0 30.38 6.4470 2'-4% 0.000 121.640 Total(Pt) Route 25 ,©M.E.P.CAD, Inc. 1AutoSPRINK201804.1.4.0 RA #4 5/22/2018 11:03:43AM Page 16 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Pipe Information Elev i Flow added Fittings & Length C Factor Total(Pt) Notes Node I (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) Equiv. Length) Fixed Pressure Losses, Fitting (Foot) Pf Friction Elev(Pe) Node 2 Elev 2 Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) (Foot) (Foot) Friction(Pf) directly to (Pt) and shown as 907 31-6 151.63 4 10'-O 120 61.061 a n9gativ9 va1u9. .... Route 26''.'. Flow (q) from Route 2 0.002252 979 31-6 -;-. 89.31 4.2600 101-0 0.023 61.084 Total(Pt) Route 26 2259 33'9Y2 24.13 2 9-0 120 35.962 '''• Route 27''''' Flow (q) from Route 5 0.055210 2258 33'-9Y2 88.72 2.2030 9'-O 0.497 36.459 Total(Pt) Route 27 2297 33'-9% 88.93 2 10'-8 120 35.888 ""'Route 28.'." Flow (q) from Route 2 0.009 2298 33-9 23.80 2.2030 0.004841 10-8 0.052 35.949 Total(Pt) Route 28 2335 33'9y2 89.19 2 10-8 120 35.868 '"'Route29"'" Flow (q) from Route 1 0.009 2336 33-9 23.51 2.2030 0.004731 10-8 0.050 35.927 Total(Pt) Route 29 1.,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.1.4.0 RA #4 5/22/2018 11:03:43AM Page 17 Job Name: Drawing3 Remote Area Number: RA #4 Date: 5/22/2018 Actual Inside Diameter 4.87 = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve ArigV Angle Valve b Bushing BalV Ball Valve BFP Backfiow 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 450 Elbow Eel 11W Elbow Ee2 221/2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig 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 P0 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. in AutoSPRlNK2018v14.1.4.0 RA #4 5/22/2018 11:03:43AM Page 18 Hydraulic Calculations for Project Name: Drawing3 Location: Drawing Name: Roof Piping Plan revised 4-23-18 Design Remote Area Number: RA #5 Calculation Date: 5/22/2018 Occupancy Classification Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: Ordinary Group II O.20gpm1ft2 1500ft2 (Actual 1580ff2) 130ft2 Upright 8 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: I Type: 250.00 at Node: 22 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 655.40 @ 116.549 Type of System: Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes Automatic peaking results Left: N/A Right: N/A 1&© M.E.P.CAD, Inc. jAutoSPRlNK 2018 v14.1.4.0 RA #5 5/22/201811:04:05AM Page 1 Hydraulic Graph Job Name: Drawing3 N 1.85 Remote Area Number: RA #5 Date: 5/22/2018 -Static - - Pressure 144.000 I I I 500.000 142.000 Water Supply Summary Sheet 35- - Node: I 20- - 655.40@I16549 )5-- - System demand curve 15- 1 5— n I it I 0500 1000 1500 2000 3000 2500 3500 Flow - gpm 4000 4500 5000 1&©M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v1 4.1.4.0 5/22/2018 11:04:07AM Page Job Number: 1 Rennrt flpsrrinfinn flrrlinr" (rnitn II (PA IfAl Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 22 250.00 250.00 0 105.662 Sprinkler 1985 50.43 20.70 5.6 81.088 Sprinkler 1986 50.53 20.70 5.6 81.417 Sprinkler 1987 50.74 20.70 5.6 82.107 Sprinkler 2018 50.41 33.70 5.6 81.035 Sprinkler 2019 50.51 33.70 5.6 81.364 Sprinkler 2020 50.73 33.70 5.6 82.053 Sprinkler 2084 51.05 51.00 5.6 83.115 r-> Sprinkler 2085 51.00 51.00 5.6 82.940 c Most Demanding Sprinkler Data 0 M.E.P.CAD, Inc. §11 AutoSPRINK 2018 v14.1.4.0 5/22/2018 11:04:08AM Page 3 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 144.000 142.000 1 2500.00 143.832 655.40 116.549 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes I -10-9 Supply 116.549 655.40 22 0'-6 Hydrant 105.662 250.00 1985 33-71/2 Sprinkler 81.088 50.43 1986 33-71/2 Sprinkler 81.417 50.53 1987 33'-71/2 Sprinkler 82.107 50.74 2018 33-71/2 Sprinkler 81.035 50.41 2019 33-7% Sprinkler 81.364 50.51 2020 33-7% Sprinkler 82.053 50.73 2084 33-7% Sprinkler 83.115 51.05 2085 33-71/2 Sprinkler 82.940 51.00 5 -10'-6 113.376 7 -5-0 108.425 8 -1-10% 109.654 9 -1-10% 112.654 10 -10-9 116.543 13 -4'-O% 108.108 14 -5-0 108.429 15 -5-0 108.464 16 -5-0 108.831 &© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.1. 5/22/2018 11:04:11 AM Page 4 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 21 -6-0 108.529 27 -6'-0 108.779 38 4-0 106.997 57 0'-6 103.954 73 0-6 103.918 238 31-6 89.328 254 31-6 89.789 274 31-6 89.373 275 33'-71/2 86.646. 277 31-6 89.407 279 33-71/2 85.049 280 33'-71/2 85.393 284 33'-7Y2 86.113 401 31-6 89.316 402 33-71/2 86.590 416 33-71/2 84.993 417 33'-71/2 85.337 420 33'-71/2 86.057 441 31-6 89.323 465 31-6 89.314 466 33-71/2 88.393 468 33-7 88.416 533 31-6 89.311 ,© M.E.P.CAD, Inc. IIN AutoSPRlNK 2018 v14.1. 5/22/2018 11:04:11 AM Paqe 5 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 536 33-7y2 87.522 563 33-7Y2 87.167 566 33-7Y2 86.984 605 31-6 89.321 626 31-6 89.320 631 31-6 89.311 658 31-6 89.311 755 31-6 89.319 827 31-6 89.311 831 31-6 89.318 906 31-6 89.311 907 31-6 89.317 979 31-6 89.317 980 31-6 89.311 1052 31-6 89.317 1054 31-6 89.312 1130 31-6 89.312 1173 31-6 89.317 1204 31-6 89.312 1249 31-6 89.316 1278 31-6 89.312 1323 31-6 89.316 1354 31-6 89.312 0 1.©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.. 5/22/2018 11:04:11 AM Page Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1397 31-6 89.316 1418 31-6 89.312 1565 31-6 89.316 1576 31-6 89.312 1645 31'-6 89.316 1660 31-6 89.312 1730 31-6 89.316 1741 31'-6 89.312 1786 31-6 89.316 1792 31-6 89.312 1825 31-6 89.316 1827 31-6 89.312 ,© M.E.P.CAD, Inc. rillAutoSPRINK 2018 v14.1. 5/22/2018 11:04:11 AM Page 7 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev 1 (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E uiv Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a "eptive va1u2 Fitting (Foot) Pf Friction Loss '' Unit , Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 2085 33'-7% 5.6 51.00 1 (See Notes) 0'6 120 82.940 Route I Sprinkler, PO(5'o) 5'-0 0.735328 566 33'-7Y2 51.00 1.0490 66 4.044 566 33'-7Y2 2 (See Notes) 12'2 120 86.984 P0(12'3%) 12'-31/2 0.021969 536 33'-7Y2 51.00 2.1570 24'-6 0.538 536 33'-71/2 51.05 2 (See Notes) 21h/2 120 87.522 Flow (q) from Route 2 P0(100) o'o 0.071533 0.921 533 31'-6 102.05 2.2030 12'-1% 0.867 533 31'-6 6 101-0 120 89.311 0.000276 465 31'-6 82.35 6.3570 0.003 465 31-6 6 91-0 120 89.314 0.000262 91-0 401 31-6 80.15 6.3570 0.002 401 31'-6 151.65 6 (See Notes) 110 120 89.316 Flow (q) from Route 3 T(37'-8%) 37-8Y2 0.001872 277 31'-6 231.80 6.3570 48'-81/2 0.091 277 31-6 151.70 6 (See Notes) 62'-10% 120 89.407 Flow (q) from Route 6 E(17-7) 17'-7 0.004751 254 31'-6 - 383.50 6.3570 80'-5% 0.382 254 31'-6 21.91 6 (See Notes) uNoLes) 67'-8 120 89.789 (q) from Route 10 3E(17'-7), Z, fE(10'-0), 2f(-0.00 62'-9% 0.005265 13.442 73 0-6 405.40 6.3570 130'-5Y2 0.687 73 0-6 8 (See Notes) 3'-11 120 103.918 E(21'-1%) 21'-11/2 0.001480 -0.000 57 0'-6 405.40 8.2490 2421,4 0.036 57 0-6 6 (See Notes) 9'- 111/2 140 103.954 2E(23'-11/2) 46-21/2 0004011 2.818 38 -6'-0 40540 63400 56 2 0.225 38 -6'-0 6 (See Notes) 127'01/2 150 106.997 EE(3-1, PIV(1'-8), E(7'-lO% ),T(16'-lO) 0.011782 -0.434 15 -51-0 405.40 4.9500 j 161-3% 1.900 , 0 M.E.P.CAD, Inc. J9 AutoSPRlNK 2018 04.1.4.0 RA #5 5/22/2018 11:04:15AM Page 8 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices E uiv Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as raI'•g Filling (Foot) Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 'F 00 Total Flow "4' Actual ID (Foot) Friction(Pf) 15 -5-0 138.97 8 65'-6 150 108.464 n99at9 Flow (q) from Route 9 0.005613 16 -5-0 544.37 6.4470 65'-6 0.368 16 -5-0 111.03 8 (See Notes) 2442 150 108.831 Flow (q) from Route 27 2EE(4'-9%) 2E(9'-7%) 28'-10 0.007913 2.384 5 -10'-6 655.40 6.4470 273-0 2.160 5 -10-6 12 (See Notes) 1O2Y2 140 113.376 E(45'-3%) 0.000355 -3.741 8 -1-10% 655.40 12.5200 55-6 0.020 8 4-1101/2 10 (See Notes) 01 0 120 109.654 BFP(3.000) 0.001396 9 4-101/2 ::. 655.40 10.0200 3.000 9 4-101/2 12 (See Notes) 1'5 140 112.654 2E(45-3%) UU/2 0.000355 3.852 10 -10-9 -- 655.40 12.5200 101'-ll% 0.036 10 -101-9 12 (See Notes) 111 9 150 116.543 Water Supply 0.000512 1 -10'-9 655.40 11.3100 0.Ôo6 0.00 116.549 Hose Allowance At Source Total(Pt) Route I I 655.40 2084 33'-71/2 5.6 51.05 1 (See Notes) 0'6 120 83.115 Route 2 Sprinkler, PO(5'-O) 5'-0 0.736763 563 33-71/2 51.05 1.0490 6-6 4.052 563 33-71/2 2 (See Notes) 3'10 120 87.167 P0(12-3%) 12'-3% 0.022012 536 33-71/2 51.05 2.1570 0.355 87.522 Total(Pt) Route 2 2018 33-71/2 5.6 50.41 1 (See Notes) 0'6 120 81.035 •••••Route 3'•••• Sprinkler, PO(5'-O) 5'-0 0.719693 416 33'-71/2 ' 50.41 1.0490 5-6 3.958 416 33'-71/2 2 16'-0 120 84.993 0.021502 417 33'-7% 50.41 2.1570 16'-O 0.344 1, 0 M.E.P.CAD, Inc. III AutoSPRINK 2018 04.1.4.0 RA #5 5/22/2018 11:04:15AM Page 9 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) rlxeu Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) ' Elev(Pe) Node 2 Elev 2 (Foot) i' Total Flow Actual ID Total (Foot) Friction(Pf) 417 33'-7V2 50.51 2 (See Notes) 3'10 120 85.337 a neja 1ve value Flow (q) from Route 4 PO(12'-3%) 12'-3% 0.077659 402 33'-71/2 100.92 2.1570 16-1% 1.253 402 33'-7% 50.73 2 (See Notes) 2'-l% 120 86.590 Flow (q) from Route 5 PO(10'-0) o'o 0.148845 0.921 401 31-6 151.65 2.2030 12'-l% 1.805 89.316 Total(Pt) Route 3 2019 33-71/2 5.6 50.51 1 (See Notes) 0'-6 120 81.364 .... Route 4.•••• Sprinkler, PO(5'-O) 5'-0 0.722396 417 33'-71/2 50.51 1.0490 66 3973 85.337 Total(Pt) Route 4 2020 33-7% 5.6 50.73 1 (See Notes) 0'-6 120 82.053 eoese Route 5 -999 Sprinkler, PO(5'-O) 0.728052 420 33'-7% 50.73 1.0490 5'-6 4.004 420 33'-71/2 2 (See Notes) 12'2 120 86.057 P0(12-3%) 12'-31/2 0.021751 402 33'-71/2 50.73 2.1570 24'-6 0.533 86.590 Total(Pt) Route 5 1985 33'-71/2 5.6 50.43 1 (See Notes) 0-6 120 81.088 ..... Route 6..... Sprinkler, PO(5'-O) 5'-0 0.720127 279 33'7% 50.43 1.0490 5'-6 3.961 279 33'-71/2 2 16-0 120 85.049 0.021515 280 33-71/2 50.43 2.1570 16-0 0.344 280 33'-71/2 50.53 2 (See Notes) 3'10 120 .85.393 Flow (q) from Route 7 P0(12 3%) 12'-3% 0077706 275 3371/2 10096 21570 16 1% 1253 275 33-71/2 50.74 2 (See Notes) 21 11/2 120 86.646 Flow (q) from Route 8 PO(10'0) o'o 0.148935 0.921 274 31'-6 151.70 2.2030 12'-l% 1.806 274 31'-6 6 (See Notes) 2'0 120 89.373 1(37-8%) 37'-81/2 277 31'-6 151.70 6.3570 0.000854 1(37-8%)77 39'-8% ©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.O RA #5 5/22/2018 11:04:15AM Page 10 J9b Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information' Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (PQ and shown as a negative value Fitting (Foot) Pf Fri Friction Loss p u • (psi) flu Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 89.407 Total(Pt) Route 6 1986 33'-7% 5.6 50.53 1 (See Notes) 0'-6 120 81.417 '•••• Route 7 Sprinkler, P0(5-0) 6-0 0.722832 280 33-71/2 50.53 1.0490 56 3.976 85.393 Total(Pt) Route 7 1987 33-71/2 5.6 50.74 1 (See Notes) 0'-6 120 82.107 .... Route 8..'.' Sprinkler, P0(5 0) 5'-O 0.728490 284 33'-7% 50.74 1.0490 5 6 4 007 284 33'-71/2 2 (See Notes) 122 120 86.113 PO(12'-3%) 12'-31/2 0.021765 275 33-71/2 50.74 2.1570 24-6 0.533 86.646 Total(Pt) Route 8 22 0'-6 250.00 6 (See Notes) 6-6 140 105.662 Route 9 ' Hydrant, E(21-01/2) 21'-01/2 0.001800 2.818 21 -6-0 250.00 6.2200 27'-61/2 0.050 21 -6'-0 6 (See Notes) 38'-8 140 108.529 E(6--1 1) 6-11 0.005473 27 -6'-O 250.00 4.9500 0.249 27 -6-0 6 (See Notes) 11 0 140 108.779 T(49'-6) 49'-6 0.001640 -0.437 7 -5'-0 250.00 6.3400 50'-6% 0.083 7 -5-0 8 2-41/2 140 108.425 0.000510 0.004 14 -5-0 138.97 6.4470 2-4% 0.001 14 -50 8 76-9 150 108.429 0000449 15 -5'-0 13897 64470 76-9 0.034 108.464 Total(Pt) Route 9 658 31-6 6 101-0 120 89.311 ''' Route lO'•'•' 0.000013 827 31-6 15.50 6.3570 10-0 0.000 Page 11 Job Name: Drawing3 Remote Area NurTiber: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit '' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Frictuon(Pf) 827 31'-6 6 101-0 120 89.311 0.000010 906 31-6 13.64 6.3570 10-0 0.000 906 31'-6 6 101-0 120 89.311 0.000008 980 31'-6 11.88 6.3570 10'-0 0.000 980 31-6 6 101-0 120 89.311 0000006 1054 31'-6 1022 63570 100 0.000 1054 31'-6 6 10-0 120 89.312 0.000004 101-0 1130 31'-6 8.63 6.3570 0.000 1130 31'-6 6 101-0 120 89.312 0000003 1204 31'-6 709 63570 10 0 0.000 1204 31'-6 6 101-0 120 89.312 0.000002 1278 31-6 5.60 6.3570 0.000 1278 31'-6 6 101-0 120 89.312 0.000001 1354 31-6 4.13 6.3570 io'-o 0.000 1354 31'-6 6 91-0 120 89.312 0.000000 1418 31-6 2.67 6.3570 9-0 0.000 1418 31'-6 6 18'-0 120 89.312 0.000000 1576 31'-6 2.22 6.3570 18'-0 0.000 1576 31-6 11/4 (See Notes) 128'J1/2 120 89.312 PO(6'-O) 2T(6-0), PO(6'-O) 24'-0 0.000030 1565 31-6 . 0.45 1.3800 152'-7Y2 0.005 1565 31-6 1.77 4 18'-0 120 89.316 Flow (q) from Route 18 0.000002 1397 31'-6 2.22 4.2600 18'-O 0.000 ,©M.E.P.CAD, Inc. AutoSPRINK2O18v14.1.4.0 RA #5 5/22/2018 11:04:15AM Page 12 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings • & D Devices ices Equiv. I;nii engeh (Foot) i-Factor Total(Pt) Notes FiftinglDevice (Equivalent Length) Fixed Pressure Losses, w hen applicable, are added directly to (Pt) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(Pf) 1397 31-6 0.45 9-0 120 89.316 a negat•"e value. Flow (q) from Route 22 0.000003 1323 31 -6 2.67 4.2600 9,-a 0.000 1323 31'6 1.46 10,-a 120 89.316 Flow (q) from Route 17 0.000008 1249 31-6 4.13 4.2600 10'-0 0.000 1249 316 1.47 4 10'-O 120 89.316 _______ Flow (q) from Route 26 0.000013 1173 31-6 5.60 4.2600 io'-o 0.000 1173 31'6 150 1 01-0 120 89.317 Flow (q) from Route 16 0.000021 1052 31-6 7.09 4.2600 10'-0 0.000 1052 31-6 1.54 4 101-0 120 89.317 Flow (q) from Route 15 0.000030 979 31-6 8.63 4.2600 0.000 979 31'6 1.59 10-0 120 89.317 ______ Flow (q) from Route 14 0.000041 907 31-6 10.22 4.2600 10'-0 0.000 907 31-6 1.66 101-0 __ 120 89.317 ___________ Flow (q) from Route 13 0.000054 831 31-6 11.88 4.2600 ioo 0.001 831 31-6 1.75 10-0 120 89.318 Flow (q) from Route 12 0.000070 755 31'6 - - - 13.64 4.2600 10-o 0.001 755 31 6 1.86 4 10-0 120 89.319 Flow (q) from Route 11 0.000088 626 31'6 : 15.50 4.2600 10-o 0.001 626 31'-6 2.00 4 101-0 120 89.320 Flow (q) from Route 20 0. 000110 605 31'-6 - -. 17.50 4.2600 io'-o 6.001 605 316 2.20 4 201-0 120 89.321 Flow (q) from Route 21 = 20'-O0.000138 441 31'-6 19.70 4.2600 0.003 ,©M.E.P.CAD, Inc. till AutoSPRINK2018v14.1.4.O RA #5 5/22/2018 11:04:15AM Page 13 Job Name: Drawing3 Femote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & DevicS Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a negatv9 value. Fitting (Foot) Pf Friction L LossUnit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 441 31-6 2.20 4 25'-0 120 89.323 Flow (q) from Route 25 0.000167 238 31'-6 : 21.91 4.2600 25-0 0.004 238 31'-6 2 (See Notes) 71'3 120 89.328 PO(10'-O) 3P0(10-0), Z 40-0 0.004152 254 31'-6 21.91 2.2030 111'-3 0.462 89.789 Total(Pt) Route 10 827 31'-6 2 (See Notes) 129'-11/2 120 89.311 ••'•' Route ll..'.. PO(10'-O) 3P0(1 0'-O) 40'-0 0.000044 755 31-6 ., 1.86 2.2030 169-VA 0.007 89.319 Total(Pt) Route 11 906 31'-6 2 (See Notes) 129'-1Y2 120 89.311 •••'• Route 12•"'. PO(10'-0) 3P0(1 0'O) 40'-0 0.000039 831 31'-6 1.75 2.2030 169'-11/2 0.007 89.318 Total(Pt) Route 12 980 31'-6 2 (See Notes) 129'-1Y2 120 89.311 ••••Route13••••• P0(10-0) 3P0(10 0) 40-0 0000035 907 31'-6 166 22030 169'-11/2 0.006 89.317 Total(Pt) Route 13 1054 31'-6 2 (See Notes) 129'-1V2 120 89.312 •••••Route14•'••' P0(10-0) 3P0(10'-O) 40-0 0.000032 979 31-6 1.59 2.2030 169'-11/2 0.005 89.317 Total(Pt) Route 14 1130 31'-6 2 (See Notes) 129'-11/2 120 89.312 ••••• Route 15•••.. P0(10-0) 3P0(10'-O) 40-0 0.000030 1052 31'-6 1.54 2.2030 169'-11/2 0.005 89.317 Total(Pt) Route 15 1204 31-6 2 (See Notes) 129'11/2 120 89.312 ••••• Route l6'•••• PO(10'-0) 3P0(1 0'-O) 40'-0 0.000029 1173 31'-6 1.50 2.2030 169-1% 0.005 89.317 Total(Pt) Route 16 1,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.1.4.0 RA #5 5/22/2018 11:04:15AM Page 14 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length - (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Lt oss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1354 31'-6 2 (See Notes) 129'-l% 120 89.312 a negat•ve value. ••••• Route 17••••• P0(10-0) 3P0(10-0) 40'-0 0.000028 1323 31'6 1.46 2.2030 169-1% 0.005 89.316 Total(Pt) Route 17 1792 31-6 0.89 11/4 (See Notes) 128'-7% 120 89.312 '•'' Route 18 ?0(6'-O), Flow (q) from Route 28 2T(6'-O'0(6'-0) 24-0 0.000030 1786 31'-6 0.44 1.3800 152'-7% 0.005 1786 31'-6 0.44 4 8'-O 120 89.316 Flow (q) from Route 19 0.000000 1730 31'-6 - 0.89 4.2600 8-0 0.000 1730 31-6 0.44 4 101-0 120 89.316 Flow. (q) from Route 23 0.000001 1645 31'-6 1.33 4.2600 10-0 0.000 1645 31'-6 0.44 4 101-0 120 89.316 Flow (q) from Route 24 0.000002 1565 31'-6 1.77 4.2600 1 0-0 0 0.000 89.316 Total(Pt) Route 18 1792 31'-6 0.89 6 8'-0 120 89.312 ••••• Route 19'••'• Flow (q) from Route 28 0000000 1827 31'-6 044 63570 8-0 0.000 1827 31'-6 1% (See Notes) 128'71/2 120 89.312 PO(6'-O) 2T(6-0), PO(6'-O) 24-0 0.000030 1825 31'-6 0.44 1.3800 152'-71/2 0.005 1825 31-6 4 8'-0 120 89.316 0.000000 1786 31-6 0.44 4.2600 8-0 0.000 89.316 Total(Pt) Route 19 533 31-6 82.35 6 101-0 120 89.311 *sees Route 2O••••. Flow (q) from Route I 0000020 631 31'-6 1970 63570 10-0 0.000 631 31'-6 6 101-0 120 89.311 0.000016 658 31'-6 17.50 6.3570 10-0 0.000 ,©M.E.P.CAD, Inc. PffiAutoSPRINK2018v14.1.4.0 RA #5 5/22/2018 11:04:15AM Page 15 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U 5 & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting(Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss P (P: ni Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 658 31-6 2 (See Notes) 1291¼ 120 89.311 a n99atv9 fitJ9 PO(10'-O) 3P0(10'O) 40-0 0.000049 626 31-6 2.00 2.2030 169'-l% 0.008 89.320 Total(Pt) Route 20 631 31'-6 2 (See Notes) 129'0 120 89.311 ••••• Route 2l () fE(3'-6), 2P0(1 0'-O) 33'-6 0.000059 605 31'-6 2.20 2.2030 162'-6 0.010 89.321 Total(Pt) Route 21 1418 31-6 1% (See Notes) 128'-71/2 120 89.312 ••••• Route 22..... PO(6'-O) 2T(6-0), PO(6'-O) 24-0 0.000030 1397 31'-6 0.45 1.3800 152'-71/2 0.005 89.316 Total(Pt) Route 22 1660 31'-6 6 101-0 120 89.312 "Route 23 ... ' 0.000000 1741 31-6 1.33 6.3570 10,-0 0.000 1741 31'-6 11/4 (See Notes) 128'j1/2 120 89.312 PO(6'-O). 2T(6-0), PO(6'-O) 24-0 0.000030 1730 31-6 0.44 1.3800 152'-71/2 0.005 89.316 Total(Pt) Route 23 1576 31-6 0.45 6 101-0 120 89.312 ••••• Route 24••''. Flow (q) from Route 10 0.000000 1660 31'-6 1.77 6.3570 io'-o 0.000 1660 31'-6 1¼ (See Notes) 128'7V2 120 89.312 PO(6'-O) 2T(6'-O), PO(6'-O) 24'-0 0.000030 1645 31'-6 0.44 1.3800 15271,4 0.005 89.316 Total(Pt) Route 24 465 31-6 2 (See Notes) 2-1V2 120 89.314 Route 25 PO(10'-O) 0.000059 -0.921 466 33'-7% 2.20 2.2030 12-1% 0.001 466 33'-7% 2 (See Notes) 24'0 120 88.393 fE(3-6) 3'-6 0.000066 0.022 468 33'-7 2.20 2.1570 27-6 0.002 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.1.4.0 RA #5 5/22/2018 11:04:15AM Page 16 Job Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as value- Fitting (Foot) ________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 468 33-7 2 (See Notes) 102'40Y2 120 88.416 Z, 2P0(10'-O) 20'-0 0.000059 0.900 441 31'-6 2.20 2.2030 122-101A 0.007 89.323 Total(Pt) Route 25 1278 31'-6 2 (See Notes) 1291% 120 89.312 ' Route 26 3P0(10 0) 40-0 0 000028 1249 31'-6 - -' 1.47 2.2030 169-lA 0.005 89.316 Total(Pt) Route 26 7 -5-0 138.97 8 274'-8Y2 140 108.425 ••... Route 27 Flow (q) from Route 9 0.000337 -0.409 13 4 01/2 111.03 64470 27481/2 0.093 13 -4'-O% 8 (See Notes) 953'5Y2 150 108.108 3E(9-7%), 6EE(4'-91..4), 2T(18'- 8/2) 95'-O% 0.000296 0.412 16 -6-0 111.03 6.4470 1048-6 0.311 108.831 Total(Pt) Route 27 1741 31'-e 044. 6 8-0 120 89.312 Route 28 Flow (q) from Route 23 0.000000 1792 31-6 -- 0.89 6.3570 8-0 0.000 89.312 Total(Pt) Route 28 ,©M.E.P.CAD, Inc. ll AutoSPRlNK2018v14.1.4.0 RA #5 5/22/2018 11:04:15AM Page 17 Jqb Name: Drawing3 Remote Area Number: RA #5 Date: 5/22/2018 I lQ multiplier I Actual Inside Diameter 4.87 = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 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 900 Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 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 ,©M.E.P.CAD, Inc. 1111 AutoSPRlNK2018v14.1.4.0 RA #5 5/22/2018 11:04:14AM Page 18 ti $ Project Name: Drawing 1 Location:,, Drawing Name: MEZZ CALCS Design Remote Area Number: Occupancy Classification: Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: Hydraulic Calculations for Calculation Date: 5/22/2018 ra #6 Ordinary Group II 0.20gpm/ft2 1500ft2 (Actual 1667ft2) 130ft2 Upright 14 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 0.0 gpm at Node: 42 Type: 250.00 at Node: 63 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 42: 632.05 @ 105.309 Type of System: Volume of Dry or PreAction System: N/A Allowance at Source Hydrant Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Automatic peaking results Left: 108.359 Right: 101.866 1M.E.P.CAD, Inc. jAutoSPRlNK201804.1.4.0 ra#6 5/22/201810:45:42AM Page 1 Hydraulic Graph Job Name: Drawing'! N 1.85 Remote Area Number: ra #6 Date: 5/22/2018 5° I I Static Pressure 144.000__— - 500.00 142.000 Summary Sheet I I Water Supply Node: 42 35— - _____ _______ _________ ___________ _____________ _______________ 20----- - f0 5 @ 105.309 30— 75 30- - ysten demand eurve 15- 30- A_T••lIIII'lII 111111111 111111111 111111111 III IIIIII• III 111111 liii II I I I I I I I I I I - 0500 1000 1500 2000 3000 2500 3500 Flow - gpm 4000 4500 5000 ,© M.E.P.CAD, Inc. 10 AutoSPRINK 2018 04.1.4.0 5/22/2018 10:45:44AM Page 2 Job Number: 1 Report Description: Ordinary Group II (ra #6) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 63 250.00 250.00 0 94.499 r Sprinkler 201 26.00 26.00 5.6 21.656 Sprinkler 202 26.02 26.00 5.6 21.595 Sprinkler 203 26.08 26.00 5.6 21.686 Sprinkler 204 26.09 26.00 5.6 21.705 Sprinkler 205 26.10 26.00 5.6 21.725 Sprinkler 206 26.11 26.00 5.6 21.744 Sprinkler 207 26.70 26.00 5.6 22.726 Sprinkler 208 26.72 26.00 5.6 22.768 Sprinkler 209 28.27 26.00 5.6 25.479 Sprinkler 210 28.29 26.00 5.6 25.526 Sprinkler 211 28.35 26.00 5.6 25.623 Sprinkler 212 28.36 26.00 5.6 25.641 Sprinkler 213 28.79 26.00 5.6 26.439 Sprinkler 214 30.17 26.00 5.6 29.021 t Most Demanding Sprinkler Data ©M.E.P.CAD, Inc. iAutoSPRlNK2018v14.1.4.0 512212018 1fl446AM Job Name: Drawing I Remote Area Number: ra #6 Date: 5/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 42 Water Supply 144.000 142.000 2500.00 143.843 632.05 105.309 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 42 -101-9 Supply 105.309 632.05 63 0'-6 Hydrant 94.499 250.00 201 13-01A Sprinkler 21.556 26.00 202 13'-0½ Sprinkler 21.595 26.02 203 13'-O% Sprinkler 21.686 26.08 204 13'-O% Sprinkler 21.705 26.09 205 13-0% Sprinkler 21.725 26.10 206 1301,4 Sprinkler 21.744 26.11 207 13'-0Y2 Sprinkler 22.726 26.70 208 13'-O% Sprinkler 22.768 26.72 209 13'-O% Sprinkler 25.479 28.27 210 13-01/2 Sprinkler 25.526 28.29 211 13-0V2 Sprinkler 25.623 28.35 212 13-0% Sprinkler 25.641 28.36 213 13'-O% Sprinkler 26.439 28.79 214 13'-O% Sprinkler 29.021 30.17 I 12'-O% 23.258 2 12'-O% 23.395 3 12'-O% 24.492 1&© M.E.P.CAD, Inc. HIIAutoSPRINK 2018 v14.1., 5/22/2018 10:45:49AM Page 4 Job Name: Drawingi Remote Area Number: ra #6 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 4 12-0% 27.394 5 12'-O% 56.977 6 11-3% 59.717 7 11-3% 59.820 8 11-3% 60.189 9 11-3% 60.971 10 11-3% 62.133 11 11-3% 65.156 12 31-6 76.578 13 31-6 76.777 14 31-6 76.963 15 31-6 77.156 16 31'-6 77.315 17 31-6 77.447 18 31-6 77.534 19 31-6 77.613 20 31-6 77.684 21 31-6 77.740 22 31-6 77.783 23 31-6 77.814 24 31-6 77.881 25 31-6 77.987 28 31-6 79.047 ,© M.E.P.CAD, Inc. ffi AutoSPRINK 2018 v14.1., 5/22/2018 10:45:49AM Page 5 Job 'Name: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 29 31-6 79.086 32 0-6 92.999 33 0-6 93.031 34 -6-0 96.051 36 -5'-0 97.302 37 -5-0 97.645 38 -10-6 102.050 39 -1-10% 98.403 40 -1-10% 101.433 41 -101-9 105.303 43 12'-0% 23.299 44 12-0% 23.436 45 12-0,4 24.535 46 12-0% 27.442 47 12-0% 57.077 48 12'-0% 23.415 49 12-0% 30.123 50 11-3% 30.940 51 11-3% 30.992 52 11-3% 31.179 53 11-3% 31.488 54 12-0% 31.954 55 12-0% 59.842 © M.E.P.CAD, Inc. IlAutoSPRINK 2018 v14.1. 5/22/2018 10:45:49AM Page 6 Job 'Name: Drawingi Remote Area Number: ra #6 Date: 5/2212018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 56 12'-0% 23.456 57 12-0A 30.175 58 12-0% 27.545 59 12'-O% 27.564 60 12-0% 28.405 61 12-0% 31.124 62 1201,4 57.509 64 -6-0 97.366 65 -6'-0 97.616 66 -5-0 97.261 67 -5-0 97.266 70 31-6 78.249 71 31-6 78.261 72 31-6 78.278 73 31-6 78.297 74 31-6 78.320 75 31-6 78.345 76 31-6 78.432 79 31-6 78.240 86 31-6 78.232 97 31-6 78.221 98 31'-6 78.222 99 31-6 78.226 ,© M.E.P.CAD, Inc. BlAutoSPRINK 2018 v14.1. 5/22/2018 10:45:49AM Page 7 JobName: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 101 31-6 78.220 102 31-6 77.991 109 31-6 76.578 111 -4-0% 96.940 112 11-3% 31.584 113 12-0% 32.078 114 12'-O% 60.975 115 12-0% 30.656 iM.,© M.E.P.CAD, Inc. Ill AutoSPRINK 2018 04.1., 5/22/2018 10:45:49AM Page 8 Job Name: Drawing'! Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. iciu Length (Foot) C Facto! Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total Friction(Pf) 201 13'-0Y2 5.6 26.00 1 (See Notes) i'-O 120 21556 a negative mall 9 '''' Route l•'.'. Sprinkler, P0(50) 5-0 0211435 0.434 1 12 0% 2600 10490 6 0 1.269 I 12'-01/2 1% 9'-6 120 23.258 0014384 2 120% 1252 13800 96 0.137 2 12-0/2 26.08 1/4 9'- 6 120 3 23.95 Flow (q) from Route 3 0.115490 3 12'-0/ 38.60 1.3800 9'-6 1.097 3 12O4 26.70 1/4 9'-6 120 24.492 Flow (q) from Route 7 0305449 4 12'-01/2 6529 13800 9'-6 2.902 4 12-OA 28.27 1/4 (See Notes) 43'-g% 120 27.394 Flow (q) from Route 9 PO(6'-O) 6-0 0.594232 5 12'-01/2 93.56 1.3800 29.584 5 12'-O% 11/2 . (See Notes) 01 9 120 56.977 PO(9'-i1) 91-11 0.226670 0.325 6 ii'-3% :i, 93.56 1.6820 101-8 2.414 6 11-3% 3 11-6 120 59.717 0.009032 7 11-3% 93.56 3.2600 11'-6 0.104 7 11 34 93.65 11-3% 120 59.820 Flow (q) from Route 2 0032590 8 11 31/2 18721 32600 -31 11 0.369 8 1 11 -3/2 91.48 3 11'-6 120 60.189 Flow (q) from Route 11 0.068039 9 11'-3% 278.69 3.2600 0.782 9 11 3/ 51.18 3 12'-6 120 60.971 Flow (q) from Route 4 0092945 10 11-3% 32987 32600 12 6 1.162 10 11 -3,4 52.18 'See Notes) 47% 120 62.133 Flow (q) from Route 33 T(20'-2) 20'-2 0.121956 11 11'-3% 382.05 3.2600 24'-91/2 3.023 1,©M.E.P.CAD, Inc. P.11 AutoSPRINK2018v14.i.4.0 ra#6 5/22/2018 10:45:53AM Page 9 Job Narie: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices E Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a n99ativ9 'iral". Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) iff. Total Flow Actual ID Total (Foot) Friction(Pf) 11 11'-3% 21/2 (See Notes) 42'81/2 120 65.156 2E(6-0), PO(12'-O) 24'-0 0.302634 -8.763 12 31-6 382.05 2.7050 66'-8% 20.184 12 31-6 4 7'-21/2 120 76.578 0.027792 13 31-6 347.38 4.2600 7'-2% 0.200 13 31-6 4 8'-0 120 76.777 0.023197 14 31'-6 315.05 4.2600 8'-O 0.186 14 31'-6 4 101-0 120 76.963 0.019273 15 31-6 285.02 4.2600 0.193 15 31-6 4 101-0 120 77.156 0.015974 16 31-6 257.51 4.2600 0.160 16 31-6 4 101-0 120 77.315 0.013193 17 31-6 232.22 4.2600 0.132 17 31'-6 4 8'-0 120 77.447 .010841 0.010841 '-0 18 31-6 ' T 208.83 4.2600 8-0 0.087 18 31-6 4 91-0 120 77.534 0.008813 91-0 19 31-6 186.72 4.2600 0.079 19 31'-6 4 101-0 120 77.613 0.007070 20 31-6 165.75 4.2600 0.071 20 31'-6 4 101-0 120 77.684 0.005573 101-0 21 31'-6 145.75 4.2600 0.056 21 31'-6 4 101-0 120 77.740 0.004284 22 31'-6 126.42 4.2600 ri 0.043 ,©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v14.1.4.0 ra#6 5/22/2018 10:45:53AM Page 10 Job Name: Drawing I Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices • Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Equiv. Fitting (Foot)Pf Friction Loss Per ufliL (psi' Elev(Pe) Node 2 Elev 2 F 00) Total Flow . Actual ID Total (Foot) Friction(Pf) 22 31'-6 4 101-0 120 77.783 0.003172 23 31'-6 107.48 4.2600 0.032 23 31'-6 4 30'-0 120 77.814 0002222 24 31 6 8865 42600 30 0 0.067 24 31-6 4 75'-0 120 77.881 0.001414 25 31'-6 69.44 4.2600 75'-O 0.106 25 31'-6 2 (See Notes) 70'8 120 77.987 P0(10-0) 3P0(10'O) 40-0 0.009574 28 31-6 34.41 2.2030 110-8 1.060 28 31'-6 312.60 6 10-0 120 79.047 Flow (q) from Route 16 0.003949 29 31'-6 347.02 6.3570 10 0 0.039 29 31'-6 35.03 6 (See Notes) 47'1 120 79.086 Flow (q) from Route 27 3E(17'-7), 2f(-0.000) 52'-91/2 0004718 13.442 32 0'-6 38205 63570 99 10Y 0471 32 0-6 8 (See Notes) 3'1 120 92.999 E(21 1%) 21-1% 0001326 -0.000 33 06 38205 82490 242% 0.032 33 0'-6 6 (See Notes) 9'- 111/2 140 93.031 2E(23--1 Y2) 46'-21/2 0.003594 2.818 34 -6-0 382.05 6.3400 56-2 0.202 34 -6-0 6 (See Notes) 127'01/2 150 96.051 2EE(3'-1', E(7'-101/2), T(16-1 32'-7 .010558 0.010558 '-7 -0.434 36 -6-0 382.05 4.9500 159-7 1.685 36 -5'-0 14241 8 65'-6 150 97.302 Flow (q) from Route 15 0.005239 37 -5'-0 . 524.46 6.4470 65-6 0.343 37 - 5'- 0 107.59 8 (See Notes) 244'2 150 97.645 Flow (q) from Route 31 2EE(4-9%), 2E(9'-7%) 28'-10 2.384 38 -10 632.05 0.007399'-6 6.4470 273'-O 2.020 f J©M.E.P.CAD, Inc. III AutoSPRlNK2O18v14.1.4.0 ra#6 5/22/2018 10:45:53AM, Page 11 Job Nam: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step Nominal ID FittingsLength Devices E Length (Foot) (Foot) C Factor Notes Fitting/Device (Equivalent Length) ..i Fixed Pressure tosses, when when applicable, are added directly to (Pt) and shown as a n9ptive value. Fitting (Foot) ________ Pf Friction Loss Per Unit (psi) ) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow fQ Actual ID Total (Foot) ______________ 38 -10-6 8 (See Notes) 10'2% 140 102.050 E(31'-71/2) 31'-71/2 0002251 -3.741 39 -11-10% 63205 84500 41'-10 0.094 39 1'- 101/2 10 (See Notes) 2'61/2 140 98.403 BFP(-3.000), E(36-1) 36'-1 0.000796 -0.000 40 -1-10% 632.05 10.4600 38'7 3.031 40 -1-101/2 12 (See Notes) 8'- 101/2 140 101.433 E(45 3%) 0000332 3.852 41 101-9 63205 125200 54 2 0.018 41 -101-9 12 (See Notes) 111 9 150 105.303 Water Supply 0.000479 42 -10 1 -9 632.05 11.3100 11-9 0.006 0.00 105.309 Hose Allowance At Source Total(Pt) Route 1 42 632.05 202 13'-O% 5.6 26.02 1 (See Notes) 1-0 120 21.595 ••••• Route 2•.•.. Sprinkler, PO(5'O) 51-0 0.211789 0.434 43 12'-O% : 26.02 1.0490 6'-0 1.271 43 12'-O% 1% 9'-6 120 23.299 0.014414 44 12-0% 12.53 1.3800 9'-6 0.137 44 12'-O% 26.10 1% 9'-6 120 23.436 Flow (q) from Route 5 0.115699 45 12'-O% 38.63 1.3800 9-6 1.099 45 12'-0½ 26.72 1% 9-6 120 24.535 Flow (q) from Route 8 0.305985 46 12-0% 65.35 1.3800 9-6 2.907 46 12-0% 28.29 114 (See Notes) 4391/2 120 27.442 Flow (q) from Route 10 P0(6 0) 6'-0 0.595260 47 12 0% 93.65 1.3800 29 635 12-0% 49'-91/2 47 11/2 (See Notes)91-11 01 9 120 57.077 PO(9'-11) 0.227063 0.325 7 11-3% 93.65 1.6820 10'-8 2.418 59.820 Total(Pt) Route 2 __7::] ,©M.E.P.CAD, Inc. AutoSPRlNK20i8vi4.i.4.0 ra#6 5/22/2018 10:45:53AM Page 12 Job Nanie: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as a nerjat"e valuv Fitting Foot Pt Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 203 13-0% 5.6 26.08 1 (See Notes) 11 0 120 21.686 Route PO(5'-O) 5-0 0.212611 0.434 2 12'-O% 26.08 1.0490 6'-0 1.276 23.395 Total(Pt) Route 3 204 13'-O% 5.6 26.09 1 (See Notes) 11 0 120 21.705 Route 4 PO(5'-O) 5'-0 0.212784 0.434 48 12'-0Y2 26.09 1.0490 6'-0 1.277 48 12'-O% 13.48 1% (See 52'5h/2 120 23.415 Flow (q) from Route 32 E(3-0) 0.120948 49 12'-0% 39.57 1.3800 6.708 49 12'-O% iv2 (See Notes) 01 9 120 30.123 P0(9 11) 9'-I1 0046136 0.325 50 11 3Y2 3957 16820 108 0.491 50 11'-3% 21/2 11'-6 120 30.940 0.004562 51 11'3% 39.57 2.7050 11'-6 0.052 51 11 -3/2 39.60 2/2 11'-3% 120 30.992 Flow (q) from Route 6 0.016459 52 11-3% - 79.18 2.7050 11-3% 0.186 52 11 3/2 24.18 2/2 11-6 120 31.179 Flow (q) from Route 34 0026949 53 11 31/2 10336 27050 11 6 0.310 53 11'-3% p,4 (See Notes) 0'9 . 120 31.488 PO(9'-l1) 9'-I1 0.074261 -0.325 54 12-0% 51.18 1.6820 10-8 0.791 54 12'-O% 1% (See Notes) 134'3 120 31.954 E 3-0 P0(6 0) '-o 0 194681 55 12 0% 5118 1.3800 143 27.888 55 12-0% 1% (See Notes) 01 9 120 59.842 P0(8 0) 8-0 0091895 0.325 9 11 31/2 5118 16100 8 9 0804 60.971 Total(Pt) Route 4 1.,©M.E.P.CAD, Inc. 111 AutoSPRINK2018v14.1.4.0 ra#6 5/22/2018 10:45:53AM Page 13 Job Name: Drawiriql Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) _________ C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as Fitting (Foot) ____________ Pf Friction Loss Per U • (P:l 11 ______________ Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 205 13'-O% 5.6 26.10 1 (See Notes) 1-0 120 21.725 '"' Route 5'"'. Sprinkler, PO(5'-O) 5'-0 0.212967 0.434 44 12-01/2 26.10 1.0490 6'-O 1.278 23.436 Total(Pt) Route 5 206 13-0% 5.6 26.11 1 (See Notes) -0 120 21.744 ease* Route 6"'. Sprinkler, PO(5'-O) 5-0 0.213139 0.434 56 12'-O% 26.11 1.0490 6'-O 1.279 56 12'-O% 13.49 1% (See Notes) 52'51/2 120 23.456 Flow (q) from Route 36 E(3 0) 3'0 0121135 57 120% 3960 13800 6.719 57 12'-O% 11/2 (See Notes) 01 9 120 30.175 PO(9'-ll) 9-11 0.046207 0.325 51 11'-3% •••I 39.60 1.6820 101-8 0.492 30.992 Total(Pt) Route 6 207 13-0% 5.6 26.70 1 (See Notes) 11 0 120 22.726 •••.•. Route 7""' Sprinkler, PO(5'-O) 5-0 0.222031 0.434 3 12'-O% 26.70, 1.0490 6'-O 1.332 24.492 Total(Pt) Route 7 208 13-0% 5.6 1 26.72 1 (See Notes) 11-0 120 22.768 ••'•' Route 8 • Sprinkler, PO(5'-O) 5'-0 0.222404 0.434 45 12-0% . [ 26.72 1.0490 6-0 1.334 24.535 Total(Pt) Route 8 209 13-0% 5.6 28.27 1 (See Notes) 10 120 25.479 '"'Route9'..'. Sprinkler, PO(5'-O) 5'-0 0.246803 0.434 4 12-0% ,,..' 28.27 1.0490 6'-O 1.481 27.394 Total(Pt) Route 9 210 13-0% 5.6 28.29 1 (See Notes) 11-0 120 25.526 "" Route lO.'... Sprinkler, PO(5'-O) 5'-0 0.247216 0.434 46 12'-O% -:' 28.29 1.0490 6'-0 1.483 27.442 Total(Pt) Route 10 211 13'-O% 5.6 28.35 1 (See Notes) 1-0 120 25.623 '••• Route ll•''" Sprinkler, PO(5'-O) 5-0 0.248089 0.434 58 12'-O% 28.35 1.0490 6'-O 1.489 ,©M.E.P.CAD, Inc. §1 AutoSPRlNK2018v14.1.4.O ra#6 5/22/2018 10:45:53AM Page 14 Job Name: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev 1 'Foot' K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a ng!ja*ive v?IIJQ Fitting (Foot) Pf Friction Loss PerUni • (psi) Elev(Pe) Node 2 Elev 2 (Foot) T Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 58 12'-O% iv4 101 0 120 27.545 0.001877 59 12'-O% 1I1. 4.16 1.3800 10-0 0.019 59 12-0% 28.36 1% 10-0 120 27.564 Flow (q) from Route 12 0084127 60 12 0% -' 3252 13800 10-0 0.841 60 12'-O% 28.79 1 10-0 120 28.405 Flow (q) from Route 13 0.271922 61 12-0% 61.32 1.3800 100 2.719 61 12-0% 30.17 1¼ (See Notes) 433Y2 120 31.124 Flow (q) from. Route 14 E(3-0) 3'0 0.570061 62 12'-O% 91.48 1.3800 463/ 26.385 62 12-0% 1v2 (See Notes) 01 9 120 57.509 PO(8'-O) 8-0 0.269085 0.325 8 11'-3% 91.48 1.6100 8'-9 2.354 60.189 Total(Pt) Route 11 212 13'-01/2 5.6 28.36 1 1 (See Notes) 11 0 120 25.641 •••'•Route12••••• Sprinkler, P0(5'O) 51-0 0.248248 0.434 59 12'-O% 28.36 1.0490 6'-0 1.489 27.564 Total(Pt) Route 12 213 13'-O% 5.6 28.79 1 (See Notes) 1-0 1 120 26.439 ••••' Route 13"••• Sprinkler, P0(5-0) 51-0 0.255390 0.434 60 l2Ol/2J 28.79 1.0490 6'-0 1.532 28.405 Total(Pt) Route 13 214 13'-O% 5.6 30.17 1 (See Notes) 11 0 120 29.021 .... Route 14'.... Sprinkler, P0(5-0) 5'-0 0.278373 0.434 61 12'-O% 30.17 1.0490 6'-0 1.670 31 .124 Total(Pt) Route 14 63 0'-6 250.00 6 (See Notes) 66 140 94.499 .... Route 15'..'' Hydrant, E(21'-O%) 21-0% 0.001800 2.818 64 -6-0 250.00 6.2200 27-6% 0.050 1,©M.E.P.CAD, Inc. MI AutoSPRlNK2O18v14.1.4.0 ra#6 5/22/2018 10:45:53AM Page 15 Job Name: Drawingi Remote Area Number: ía #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable r added app , are directly to (Pt) and shown as "glue. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) ... Total Flow Actual ID Total (Foot) Friction(Pf) 64 -6'-0 6 (See Notes) 388 140 97.366 a negative E(6'-1 1) 6-11 0.005473 65 -6'-0 - .-, 250.00 4.9500 46-7 0.249 65 -6'-0 6 (See Notes) 11 0 140 97.616 T(49'-6) 49-6 0.001640 -0.437 66 -5'-0 250.00 6.3400 5O61/ 0.083 66 -5'-O 8 2'-41/2 140 97.261 0.000534 0.004 67 -5'-0 142.41 6.4470 2-4Y2 0.001 67 -5'-0 8 76-9 150 97.266 r761 -90000470 36 5 0 14241 64470 0.036 97.302 Total(Pt) Route 15 18 31 -6 2 See Notes) 129'-2% 120 77534 •••••Route16'•••• PO(10'-0) 3P0(1 0'-O) 40'-0 0.004225 70 31'-6 -- 22.11 2.2030 169'-2V2 0.715 70 31 -6 173.22 6 9-0 120 78.249 Flow (q) from Route 17 0.001364 71 31'-6 195.33 6.3570 0.012 71 31 -6 20.97 101-0 120 78.261 _______ Flow (q) from Route 22 0.001647 72 31'-6 216.30 6.3570 0.016 72 31'-6 20.00 6 10'-O 120 78.278 Flow (q) from Route 24 0001940 73 31'-6 23630 63570 100 0.019 73 31'-6 19.33 6 10-0 120 78.297 Flow (q) from Route 21 0.002243 74 31-6 255.63 6.3570 0.022 74 31'-6 18.94 6 10-0 120 78.320 Flow (q) from Route 19 0002560 75 31'-6 27457 63570 10 0 0.026 75 31'-6 18.83 6 30'-O 120 78.345 Flow (q) from Route 23 0.002895 76 31-6 293.39 6.3570 30'-0 0.087 ,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.1.4.O ra#6 5/22/2018 10:45:53AM Page 16 Job Name: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total() Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable are added directly to (Pf) and shown as negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 76 31'-6 19.21 6 (See Notes) 133'61/2 120 78.432 Flow (q) from Route 18 T(37'-8/2), E(17'-7) 0003255 28 31'-6 31260 63570 188'-10 0.615 79.047 Total(Pt) Route 16 17 31-6 2 (See Notes) 129-21/2 120 77.447 *sees Route 17sees* PO(10'-O) 3P0(10'-O) 40'-0 0.004686 79 31'-6 23.39 2.2030 169'-21/2 0.793 79 31'-6 149.83 6 8'-0 120 78.240 Flow (q) from Route 20 0.001092 70 31'-6 173.22 6.3570 8-0 0.009 78.249 Total(Pt) Route 17 24 31-6 2 (See Notes) 129'-21/2 120 77.881 .... Route 18..... P0(10-0) 3P0(10'-O) 40-0 0.003256 76 31-6 19.21 2.2030 169'-21/2 0.551 78.432 Total(Pt) Route 18 22 31'-6 2 (See Notes) 129'-2% 120 77.783 Route 19 PO(10'-O) 3P0(1 0'-O) 40-0 0.003173 74 31-6 18.94 2.2030 169-21/2 0.537 78.320 Total(Pt) Route 19 16 31'-6 2 (See Notes) 129'-21/2 120 77.315 00 000 Route 2O.... PO(10'-0) 3P0(1 0'-O) 40'-0 0.005416 86 31-6 25.29 2.2030 169-2% 0.916 86 31'-6 124.54 6 101-0 120 78.232 Flow (q) from Route 25 0000835 79 31'-6 14983 63570 10 0 0.008 78.240 Total(Pt) Route 20 21 31-6 2 (See Notes) 129'-21/2 120 77.740 'S.. Route 21 PO(10'-O) 3P0(10-0) 40-0 0.003293 73 31'-6 19.33 2.2030 169'-21/2 0.557 78.297 Total(Pt) Route 21 19 31'-6 2 (See Notes) 129-21/2 120 77.613 '''• Route 22•'''• PO(10'-O) 3P0(1 0'O) 40'-0 0.003829 71 31-6 20.97 2.2030 169'-21/2 0.648 ,©M.E.P.CAD, Inc. F111 AutoSPRlNK2018v14.1.4.O ra#6 5/22/2018 10:45:53AM Page 17 Job Name: Drawing 1 Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 78.261 a negative "glue. Total(Pt) Route 22 23 31'-6 2 (See Notes) 129'2Y2 120 77.814 Route 23-99 PO(10'-O) 3P0(1 O'-O) 40'-0 0.003137 75 31'-6 18.83 2.2030 1692h/2 0.531 78.345 Total(Pt) Route 23 20 31'-6 2 (See Notes) I 129'-21/2 120 77.684 .... Route 24 PO(1O'-O) 3130(10.-0) r 40'-0 0.003508 72 31'-6 20.00 2.2030 169'-21/2 0.594 78.278 Total(Pt) Route 24 13 31'-6 2 (See Notes) 12921,4 120 76.777 ••••• Route 25..... PO(10'-O) 3P0(10'-0) 40'-0 0.008530 97 31'-6 32.33 2.2030 169'-21/2 1.443 97 31'-6 34.67 6 8'-0 120 78.221 Flow (q) from Route 26 0.000188 98 31-6 I, 67.00 6.3570 8-0 0.002 98 31'-6 30.03 6 101-0 120 78.222 Flow (q) from Route 30 0000374 99 31'-6 9703 63570 10 0 0.004 99 31'-6 27.50 6 101-0 120 78.226 Flow (q) from Route 28 0.000593 86 31-6 124.54 6.3570 100 0.006 78.232 Total(Pt) Route 25 101 31-6 34.67 6 8'-0 120 78.220 . .... Route 26 Flow (q) from Route 29 0.000056 97 31'-6 .. ,:;i' 34.67 6.3570 8'-0 0.000 78.221 Total(Pt) Route 26 25 31'-6 34.41 4 101-0 120 77.987 Route 27..... Flow (q) from Route I 000399 0.000399 1-0 102 31'-6 3503 42600 100 0.004 102 31-6 2 (See Notes) 70'8 120 77.991 PO(10'-O) 3P0(10'-O) 40'-0 0.009895 29 31'-6 35.03 2.2030 110'-8 1.095 79.086 Total(Pt) Route 27 r,©M.E.P.CAD, Inc. ill AutoSPRlNK2O18v14.1.4.O ra#6 5/22/2018 10:45:53AM Page 18 Jb Narñe: Drawingi Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node I Elev i Oi K-Factor Flow added this step (q) Nominal ID F•U•IflgS & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FuttinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting (Foot) . Pf Friction Loss Per Unit • Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) (ps Fruction(Pf) 15 31'-6 2 (See Notes) 1292Y2 120 77.156 negative va1u9 eeeee Route 28.99.. P0(10-0) 3P0(10-0) 40'-0 0.006325 99 31-6 27.50 2.2030 169'-2Y2 1.070 78.226 Total(Pt) Route 28 12 31-6 347.38 4 0'-9% 120 76.578 •••'• Route 29..... Flow (q) from Route 1 0000391 109 31'-6 3467 42600 O9h/2 0.000 109 31'-6 2 (See Notes) 129'21/2 120 76.578 PO(1O'-O) 3P0(10'-O) 40-0 0.009707 101 31-6 -• 34.67 2.2030 169-2% 1.642 78.220 Total(Pt) Route 29 14 31-6 2 (See Notes) 129'-21/2 120 76.963 Route 30 PO(10'-O) 3P0(1 0'-O) 40'-0 0.007442 98 31'-6 30.03 2.2030 169'-2Y2 1.259 78.222 Total(Pt) Route 30 66 -5'-0 142.41 8 274'-81/2 140 97.261 ••'.. Route 31 Flow (q) from Route 15 0000318 -0.409 111 4 0% 10759 64470 274-81/2 0.087 111 -4'-O% 8 (See Notes) 953'5% 150 96.940 3E(9'-7%), 6EE(4'-9%), 2T(18'- 81/2) 95-0% 0.000280 0.412 37 ____ -5-0 _______ ____ 107.59 ______ 6.4470 _____ 1048-6 _____ _____ 0 293 97.645 Total(Pt) Route 31 1 12'-O% 12.52 1% 9'-6 120 23.258 .... Route 32..... Flow (q) from Route 1 0.016500 48 12'-0% 13.48 1.3800 9-6 0.157 23.415 Total(Pt) Route 32 53 11'-3% 51.18 21/2 12'-6 120 31.488 Route 33 Flow (q) from Route 4 0007609 112 11 31/2 52.18 2.7050 12'-6 0.095 112 11'-3% 11/2 (See Notes) 09 120 31.584 P0(9-lI) 9-11 0.076948 -0.325 113 12'-O% 52.18 1.6820 10-8 0.819 1,©M.E.P.CAD, Inc. R11 AutoSPRlNK2018v14.1.4.O ra#6 5/22/2018 10:45:53AM Page 19 J.ob Narhe: Drawing I Remote Area Number: ra #6 Date: 5/22/2018 Pipe Information Node I Elev i 'Foot K-Factor Flow added this step (q) Nominal II F• Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor C) Total Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative ypi..9 Fitting (Foot) Pf Friction Loss (psi)U nit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pt) 113 12'-01A 1 1/4 (See Notes) 1343 120 32.078 E(3'-O) PO(6'-O 0.201724 114 12'-0Y2 52.18 1.3800 143-3 28.897 114 12-0% 1% (See Notes) 0'9 120 60.975 PO(8'-O) 8'-0 0.095220 0.325 10 11'-3Y2 52.18 1.6100 8'-9 0.833 62.133 Total(Pt) Route 33 115 12'-O% 24.18 11/2 (See Notes) 01-9 120 30.656 ••••• Route 34'.... Flow (q) from Route 35 PO(9'-ll) -11 0.018551 0.325 52 11'-3% . 24.18 1.6820 10'-8 0.198 31.179 Total(Pt) Route 34 58 12-0% 4.16 1% (See Notes) 60'-11 Y2 120 27.545 ••'•' Route 35••.'. Flow (q) from Route 11 E(3-0) 3-0 0.048632 115 12-0% :- 24.18 1.3800 63-11% 3.111 30.656 Total(Pt) Route 35 43 12'-O% 12.53 11/F 9-6 120 23.299 ••'•• Route 36' Flow (q) from Route 2 0.016521 56 12'-O% 13.49 1.3800 9-6 0.157 23.456 Total(Pt) Route 36 1,©M.E.P.CAD, Inc. 01fl AutoSPRINK 2018 v1 4.1.4.0 ra#6 5/22/2018 10:45:53AM Page 20 Job Nàrhe: Drawingi Remote Area Number: ra #6 Date: 5/22/2018 Actual Inside Diameter (Schedule 40 Steel Pipe Inside Diameter) 4.87 = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 221/2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig 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 P0 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 CaD ,©M.E.P.CAD, Inc. 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