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Home My WebLink About7315 ESTRELLA DE MAR RD; ; FPC2019-0100PERMIT REPORT (èity of Carlsbad Print Date: 10/18/2023 Job Address: 7315 ESTRELLA DE MAR RD, CARLSBAD, CA 92009 Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2165900100 Track #: Valuation: $5,153,303.20 Lot #: Occupancy Group: Project #: DEV02092 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check #: Project Title: OMNI LA COSTA BALLROOM Description: OMNI HOTEL - BALLROOM SPRINKLERS (612 HEADS) Applied: 04/18/2019 Issued: 06/04/2019 Finaled Close Out: 06/17/2020 Final Inspection: INSPECTOR: Maldonado, Adalmira Fieri, Dominic Salcedo, Felix Permit No: FPC2019-0100 Status: Closed - Finaled Fire Sprinklers FPContractor: INDUSTRIAL FIRE SPRINKLER CO INC 3845 IMPERIAL AVE SAN DIEGO, CA 92113-1702 (619) 266-6030 FEE AMOUNT FIRE Hourly Services First Hour $159.00 FIRE NFPA 13 or 13R System > 100 heads $654.00 Total Fees: $813.00 Total Payments To Date: $813.00 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 4.75 21) OUTLET VA 17 5.25 iSIU1T USTED NSF 61 28W1_ INLET TEST PRESSURE 1.5 TIMES COLD WORKING PRESSURE SEE DRAWING NO. VM-15A-M FOR STANDARD MATERIALS OF CONSTRUCTION VALVE SIZE MODEL NUMBER INLET SIZE OUTLET SIZE MAX. W.P. P.S.I. ORIFICE SIZE 1/2" 15A 1/2" NPT 1/2" NPT 175 1/16" 3/4" 15A 2 3/4" NPT 1/2" NPT 175 1/16" 1" 15A.3 1" NPT 1/2" NPT 175 1/16" I BODY 11 ORIFICE BUTTON 2 COVER 12 PIVOT PIN 3 LEVER FRAME 13 RETAINING RING (NOT SHOWN) 4 SEAT 14 PIPE PLUG 5 FLOAT 17 FLOAT RETAINER 6 GASKET 21 LOCATOR 7 COVER BOLT 34 LOCK WASHER 10 FLOAT ARM AIR RELEASE VALVE DATE 41511 DRWG. NO. ritii.c... VALVE AND. MANUFACTURING CORP. I VMC-15A Page 1 of 6 MICROFAST® QUICK KJIIG IIlEUu7IV 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 MicrofasP 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) coatings can be used in decorative applicationswhere 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 F1 VdS Approved: Certificates G414009 and G414010 LPCB Approved CE 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 I 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-S30400 For Polyester Coated Sprinklers: 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-AIV, Black Polyester = M-/B, and ENT = JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200°F (93 °C) = E, 286°F (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 FF MICROFAST® QUICK 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 Y2 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 - Protective Sprinkler noun Cap Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_033314 17.06.02 Rev 17.1 Page 3 of 6 MICROFAST® QUICK NJIKING* 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 f:1I Y!IV: j I SPRINKLER TEMPERATURE snjeof ____ 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 Coatings': White Polyester, and Black Polyester. ENT in all temperature ratings except 135 OF (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. 3 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 13655W/ for recessed pendent sprinklers ** A 1/2" ratchet is requin (not available from Vikini Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Form No. F_033314 17.06.02 Rev 17.1 Page 4 of 6 NIKJN MICROFASTO QUICK G4 l.I:Il[i.,yIv 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: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com ~atu, n uicKiKesponse §10 ise in Y.K302 IS JP Base Sprinkler Size Thread Nominal Overall Listings and Approvals3 Part SIN K-Factor Length (Refer also to Design Criteria.) Number' ty e NPT BSP U.S. metric2 Inches mm cULus' VdS LPCB j 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, BIY, D2, C2X Al A1Z, B1Y DIZ, C1Y -- -- 19780 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 NOTICE - 11TI:ia lability (Contact Local Viking Office) 06662B VK302 Pendent 1/2" 15 mm 1 5.6 1 80.6 2-1/4 58 A1Z, B1Y, D2, C2X -- -- -- -- -- 18021 VK302 Pendent 1 1/2" 15mm 5.6 1 80.6 2-1/4 58 A1X,B1Y Al I A1X,B1Y I DIX,C1Y' D1X,C1Y9 -- 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 V - Standard surface-mounted escutcheon or the (79 °C), and 200 °F (93 °C) 2 - ENT5 Viking Microfast5 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 Microfast5 Model F-i Adjustable Escutcheon (93 °C), 286 °F (141 °C) 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 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. 8 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 'liking 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 jI I(I F1G®MICROFASTO QUICK L A,yaw RESPONSE PENDENT SPRINKLER VK302 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 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 lie iryfflMicri 1xre rnu — J7,51PglT2 - Base Part I Sprinkler ' Thread Size Nominal K-Factor Overall Length FM Approvals3 SIN Number' Style Inches mm (Refer also to Design Criteria.) NPT I BSP U.S. metric2 12979 VK302 Pendent 1/2" 15 mm 5.6 80.6 2-1/4 1 58 A1Z, B1Y, D2X, C2 Product Below Limited A m iIn 1TIVY7 Viking Office) 06662B VK302 Pendent 1 1/2" 15 mm 5.6 80.6 2-1/4 58 A1Z, B1Y, D2X, C2 18021 VK302 I Pendent 1 1/2" 1 15 mm 5.6 80.6 2-1/4 1 58 AIZ, BIY 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, Y - 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 - ENT5 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 AoDroyal Requirements: The Viking Microfast5 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. F_033314 17.06.02 Rev 17.1 Page 6 of 6 KJF16i® MICROFAST® QUICK n..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 Ceiling Opening Size: 2-5116" (59 mm) minimum 112 2-112" (64 mm) maximum NPT (15 mm) 2-I!8"I (54 mm) (51 2 19 Installed with a standard Installed with a Microfast Note: At maximum, adapter 118" 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 2-1I8".. (54 mm) 1-314" (45 mm) Max. Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-112" (64 mm) maximum = 54 mm A L6 6.•. .. - 4 1-118" T (29 mm) 2" Min. (5;:m) 1-1/8" (29 mm) Mm. Installed with a Installed with a Model Model E-1 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.) For Light Hazard Occupancies Only NOTE: As of May 2018 all logos have been removed from the wrench boss. FA WARNING: Cancer and Reproductive Harm- Specifications: www.P65Warnings.ca.gov Available since 2013. Minimum Operating Pressure: Refer to the Approval Charts. Maximum Working Pressure: 175 psi (12 Bar). Factory tested hydrostatically to 500 psi (34.5 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread sizes: 3/4" (20 mm) NPT Nominal K-Factors: 8.0 U.S. (115.2 metrict) t Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 OF (-55 °C) Overall Length: 2-3/8" (60 mm) Refer to Approval Chart I and Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 3. TECHNICAL DATA Page 1 of 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 Viking EC/QREC Pendent Sprinkler VK602 is a small thermosensitive spray sprinkler available in several different finishes and temperature ratings to meet varying design requirements. This sprinkler has both standard response and quick response listings. The glass bulb operating element and special deflector char- acteristics meet the challenges of quick response extended coverage standards. The special Polyester coating can be used in decorative applications where colors are desired. LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV FM Approved: Class 2020 Material Standards: Sprinkler Frame: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C26000 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-ClI000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order EC/QREC Pendent Sprinkler VK602 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, and Black Polyester M-/B Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D For example, sprinkler VK602 with a Brass finish and a 155 OF (68 °C) temperature rating = Part No. 18262BAB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: Standard Wrench: Part No. 21475M/B (available since 2017) Wrench for recessed pendent sprinklers: Part No. 13577W/B** (available since 2006) **A 1/2' ratchet is required (not available from Viking). Form No. F_102412 19.02.21 Rev 19.1 Replaces Form No. F_102412 Rev 18.2.P65 (Removed F-i Escutcheon.) Page 2 of 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. 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 springassembly. Water flowing through the sprinkler orifice strikes the sprinklerdeflector, 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 Viking EC/QREC Pendent Sprinkler VK602 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 RATINGS AND FINISHES Sematqe igii rnULbt ______ 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 Sprinkler Finishes: Brass, Chrome, White Polyester3, and Black Polyester3 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. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester coatings. Wrench Flat Protective Sprinkler clip Figure 1: Standard Sprinkler Wrench 21475M1B Form No. F102412 19.02.21 Rev 19.1 Page 3 of 6 STANDARD/QUICK N111UNG4 ® RESPONSE EXTENDED COVERAGE PENDENT SPRINKLERVK6O2 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. Stada le nse N.IMLmISer _____ ...rtitLlazardTOCeupanciesiOnly.120 ficalb Maxi5Sj12BNVVP Sprinkler NPT Nominal Maximum Areas . 'Listings and Approvals3 Minimum Water Supply Requirements Base SIN Thread Size K-Factor of Coverage4 (Refer also to Design Part No.' Inches mm U.S. metric2 (Length x Width) Criteria.) Standard Response Applications6 cULus5 18262 VK602 3/4 20 8.0 115.2 20'x 20'(6.1 m 6.1 m) 40 gpm © 25.0 psi (151.4 Limin @1.72 Bar) AIZ Quick Response Applications 18262 VK602 3/4 20 8.0 115.2 16' x 16' (4.9 mx 4.9 m) 26 gpm @ 10.6 psi (98.4 Llmin @0.73 Bar) C1Z 18262 VK602 3/4 20 8.0 115.2 18' x 18' (5.5 m x 5.5 m) 33 gpm @ 17.0 psi (124.9 L/min @ 1.17 Bar) C1Z 18262 VK602 3/4 20 8.0 115.2 20' x 20' (6.1 mx 6.1 m) 40 gpm @25.0 psi (151.4 Llmin @ 1.72 Bar) I I I B1Y NOTICE - Product Below - Limited Availability (Contact Local Viking Office) Standard Response Applications6 cULus5 07077 VK602 3/4 20 8.0 115.2 20'x 20'(6.1 m 6.1 m) F40 gpm @25.0 psi (151.4 L/min @ 1.72 Bar) A1Z Quick Response Applications 07077 VK602 3/4 20 8.0 115.2 16'x 16'(4.9 m 4.9 m) 26 gpm @ 10.6 psi (98.4 Umin @0.73 Bar) C1Z 07077 VK602 3/4 20 8.0 115.2 18'x 18'(5.5 m 5.5 m) 33 gpm @ 17.0 psi (124.9 Umin @ 1.17 Bar) C1Z 07077 VK602 3/4 20 8.0 115.2 20'x 20' (6.1 m 6.1 m) 40 gpm @25.0 psi (151.4 Llmin @ 1.72 Bar) BIY Sprinkler Temperature Ratings Approved Finishes Approved Escutcheons A- 155°F (68 °C) and 175 °F (79 °C) 1 - Brass, Chrome, White Y - Standard surface-mounted escutcheons B - 135 °F (57 °C) Polyester, and Black Z - Standard surface-mounted escutcheons or recessed with the C -135°F (57 °C), 155°F (68 °C), and 175 °F (79 °C) Polyester Micromatica Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list 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 chart shows the listings and approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. For areas of coverage smaller than shown, use the "Minimum Water Supply Requirement" for the next larger area listed with sprinklers of similar K- factor. Flows and pressures listed are per sprinkler. Listed by Underwriter's Laboratories, Inc. for use in the U.S. and Canada for Light Hazard occupancies with smooth, flat, horizontal ceilings only. 6 cULus Listings are limited to Light Hazard occupancies, where allowed by the installation standards being applied. Form No. F_102412 19.02.21 Rev 19.1 Sprinkler Wrench 3577'd/B*w must be used for lnstaUlng recessed sprinkler VKGOO and VK602 *A 1/2' ratchet is qulreol (not QvQilbLe from Viking), Page 4 of 6 STANDARD/QUICK v1ttlttllll(Ir%IG;® l:II[•.7wA RESPONSE EXTENDED COVERAGE PENDENT SPRINKLER VK6O2 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. cULus Listing Reauirements: Standard/Quick Response Extended Coverage Pendent Sprinkler SIN VK602 is cULus Listed as indicated in the Approval Chart for installation in ac- cordance with the latest edition of NFPA 13 for extended coverage pendent spray sprinklers: Limited to Light Hazard occupancies, where allowed by the installation standards being applied, with smooth, flat, horizontal ceilings only. Minimum spacing allowed is 8 ft. (2.4 m) unless baffles are installed in accordance with NFPA 13. Minimum distance from walls is 4 in. (102 mm). Maximum distance from walls shall be no more than one-half of the allowable distance between sprinklers. The distance shall be measured per- pendicular to the wall. The sprinkler installation and obstruction rules contained in NFPA 13 for extended coverage pendent spray 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 standards, whenever applicable. Step 1i CarefL wrench sidew the sprinklei and protec (Note the orueri Lu iuri ur the shieLd in the wrench.) ----------------- - en 21 CarefulLy press the wrench upward and ensure engagement with the sprinkler wrench fLuts. Figure 2: Wrench 13577W!B for Recessed Pendent Sprinkler VK602 Form No. F-1 02412 19.02.21 Rev 19.1 Page 5 of 6 FW STANDARD/QUICK l:II[A N u.7w RESPONSE I KJ EXTENDED COVERAGE PENDENTSPRINKLERVK6O2 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. I 1 F .5--g- FIM NPT Thread Sprinkler Base SIN Size_ Nominal Maximum Areas ' FM Approvals3 K-Factor of coverage4 Minimum Water Supply Requirements4 (Refer also to Design Part Number1 Flow/Pressure Inches mm U.S. metric2 (Length x Width) Criteria below.) 18262 VK602 3/4 20 8.0 115.2 16' x 16' (4.9 mx 4.9 m) 26 gpm @ 10.6 psi (98.4 L/min @0.73 Bar) AIZ 18262 VK602 3/4 20 8.0 115.2 18' x 18(5.5 mx 5.5 m) 33 gpm @ 17.0 psi (124.9 L/min @ 1.17 Bar) A1Z 18262 VK602 3/4 20 8.0 115.2 20' x 20' (6.1 mx 6.1 m) 40 gpm @25.0 psi (151.4 Limin @ 1.72 Bar) A1Z Sprinkler Temperature Ratings Approved Finishes Approved Escutcheons A- 135 ¶ (57 IC), 155 ¶ (68 SC), and 1 - Brass, Chrome, White Poly-ester, Z - Standard surface-mounted escutcheons or the Viking Mictofast 175 ¶ (79 °C) and Black Polyester Model F-i Adjustable Escutcheon, or recessed with the Micro- matic® Model E-1 or E-2 Recessed Escutcheon Footnotes 1 Part number shown is the base part number. For complete part number, refer to current Viking price list 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 chart shows the FM Approvals available at the time of printing. Other approvals may be in process. Check with the manufacturer for any additional approvals. For areas of coverage smaller than shown, use the 'Minimum Water Supply Requirement" for the next larger area listed with sprinklers of similar K- factor. Flows and pressures listed are per sprinkler. FM Anoroval Requirements: Quick Response Extended Coverage Pendent Sprinkler VK602 is FM Approved as quick response Non-Storage extended coverage 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 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 standards, whenever applicable. Form No. F_102412 19.02.21 Rev 19.1 Page 6 of 6 STANDARD/QUICK N I I(II%1G ® lII[I1U'7jW RESPONSE EXTENDED COVERAGE PENDENTSPRINKLERVK6O2 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: 2-5/16' (58.7 mm) minimum 2-1/2' (63.5 mm) maximum M H 3/8 (35 mm) I Standard 1/8' (3.1 mm) Pendent Sprinkler surface-mounted escutcheon 18262 (VK602) Figure 3: Sprinkler VK602 Dimensions with a Standard Escutcheon Ceiling Opening Size: 2-5/16' (58.7 mm) minimum 2-1/2' (63.5 mm) maximum 2-1/8' (54 mm) 2-1/8' F(54 mm) 1-3/4' 1-1/8' (28.6 mm) (45 mm) Minimum Maximum InstalLed with a Micronatic Model E-1 Recessed Escutcheon I 1-1/8' (28.6 mm) 2' (51 mm) Minimum Maximum Installed with a Model E-2 Thread-on Recessed Escutcheon Figure 4: Sprinkler VK602 Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_102412 19.02.21 Rev 19.1 Replaces Form No. F_102412 Rev 18.2.P65 (Removed F-i Escutcheon.) :....CinI.:SprinkIer VK950 5.6K (80 metric) I L\ WARNING: Cancer and Reproductive Harm- I www.P65Warnings.ca.gov I I of 11 ® COIN® QUICK RESPONSE UPRIGHT I l(IIs1G SPRINKLER VK950 (SPECIFIC APPLICATION) 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 Viking QR COIN® Sprinklers are quick response specific application sprinklers for combustible interstitial (concealed) spaces (i.e., between floors, as well as low pitch attics that meet the criteria shown in the figures in this data page). These upright sprinklers are designed for use in specific light hazard combustible, as well as non-combustible, concealed spaces requiring sprinkler protection. The orifice design of the Viking QR COIN® Sprinkler, with a nominal K-factor of 5.6 (80 metric*), allows efficient use of available water supplies for hydraulically designed fire protection systems. The glass bulb operating element and special deflector combine speed of operation and area of coverage to meet the crucial fire protection requirement for shallow space combustible concealed spaces. The Electroless Nickel PTFE (ENT) coating has been investigated for installation in corrosive environments and is listed/approved as indicated in the Approval Charts. FEATURES. In some cases COIN® Sprinklers can allow the use of CPVC piping within the concealed spaces of applications requiring sprinkler protection in open truss construction of both wood and steel trusses (see Figure 3) and solid wood or composite wood joist with upper deck filled with non-combustible insulation (see Figure 4). COIN® Sprinklers can also be installed with steel pipe in protected areas constructed of solid wood joists (see Figure 5), and solid wood or composite wood joist with upper deck filled with non-combustible insulation (see Figure 6), and in unobstructed open truss construction of both wood and steel trusses (see Figure 7) as well as obstructed wood truss construction (see Figure 8). When using steel pipe, COIN® Sprinklers can be applied as a dry system using air or gas as a supervisory medium (Figures 5-8). LISTINGS AND APPROVALS cULus Listed: Category VNIV Refer to the Approval Chart and Design Criteria in this technical data sheet for cULus Listing requirements that must be followed. The COIN® Sprinkler has been tested to address the proper application density for shallow concealed combustible space fire protection when installed in accordance with this technical data page. The COIN® Sprinkler must be installed in the upright position as specified in the appropriate application described in Figures 3-8. The clearance from the sprinkler deflector to the roof is critical to operation of the sprinkler (refer to Figures 3-8). The clearances from pipe to lower ceiling for CPVC pipe is critical for protection of CPVC pipe. For open truss and joist spaces, the maximum detection area is important for proper installation. Draft curtains or heat collection baffles or solid walls are required using wood or other product that will not allow heat to escape. The maximum detection space shall be limited to 1000 ft2 (93 m2) or 2000 ft2 (186 m2) for open truss construction with the top and bottom chord members on their face (not on edge). The draft curtain is required to protrude down from the top deck surface as specified herein. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to Design Criteria in this technical data sheet. Rated to 175 psi (12 bar) water working pressure Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" (15 mm) NPT Nominal K-Factor: 5.6 U.S. (80 metric*) * 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. Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (57 mm) Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-051 000 Bulb: Glass, nominal 3 mm diameter Form No. F.08I2I6 18.12.06 Rev 18.2 Replaces Form No. F_081216 Rev 18.1 (Revised expanded listing information.) 2 of 11 COIN® QUICK 44,J IFIF1G RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) 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 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Ordering Information: (Also refer to the current Viking price list.) Order the QR COIN® Sprinkler 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 20757. Available Finishes And Temperature Ratings: Finish Suffixes: Brass = A, ENT = JN Temperature Suffixes: 200 °F (93 °C) = E For example, sprinkler VK950 with a Brass finish and a 200 °F (93 °C) temperature rating = Part No. 20757AE Accessories: (Also refer to the Viking Website) Sprinkler Wrench: Standard Wrench: Part No. 21475M/B (available since 2017). 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 a fire condition, 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 deflector, forming a uniform spray pattern to extinguish or control the fire, and protect the piping in the interstitial space. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking QR COIN® Sprinkler is available through a network of domesticand 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. 1-314" I*_(45mm) I I 2.114" I I I (57 mm) 7116" (11 mm) Nominal pipe engagement (15mm) Figure 2: Sprinkler Dimensions Wrench Flat ....f1 Protective clip Figure 1: Standard Sprinkler Wrench 21475M1B Form No. F_081216 18.12.06 Rev 18.2 3 of 11 ® COIN® QUICK RESPONSE UPRIGHT J II(IIIE l:lI[.rIu.7M SPRINKLER VK950 (SPECIFIC APPLICATION) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 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 V9:jIW. coo ________ BUltt* Intermediate 200 °F (93 °C) 150 °F (65 °C) Green Sprinkler Finish: Brass, ENT3 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. 3The 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 the 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 ENT coating is applied to all exposed exterior surfaces, including the waterway. For ENT coated sprinklers, the Belleville spring is exposed. ar - COJ$8ElflA114Q Q!FiiYAtc95O des 51 I Part Maximum Thread Size Nominal Overall Length Listings and Approvals3 I I SIN I K-Factor I (Refer also to Design Criteria.) I I I I Number1 Pressure I NPT I BSP I U.S. I metric- Inches I mm I cULus4 20757 I VK950 175 psi 1/2' 15 mm 5.6 1 80 2-1/4 I57 Al Approved Temperature Rating Approved Finish A - 200 °F (93 °C) I - Brass, ENT6 Footnotes 'Also 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. Meets New York City requirements, effective July 1, 2008. 6cULus Listed as corrosion resistant. Form No. F_081216 18.12.06 Rev 18.2 4 of 11 ® COIN® QUICK RESPONSE UPRIGHT "J IF(II1G l:IIIuqf.t SPRINKLER VK950 (SPECIFIC APPLICATION) 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 The Viking COIN® Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal interstitial concealed spaces constructed of engineered open wood trusses, open bar joist, and non-combustible insulation completely filling the upper joist for solid or composite wood joist construction having roof pitch of up to 2/12. NOTE: In order to be considered "non- combustible insulation filled solid wood or composite wood joist construction", the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the CO/AP Sprinklers in the event of a fire. A. Concealed Space Limitations The concealed space is not limited in size: Draft curtains (heat collection baffle) or full height walls must be provided to limit the maximum area in order to confine heat of localized detection area to 1000 ft2 (93 m2) or for open truss construction with the top and bottom chord members on face (not on edge) to 2000 ft2 (186 m2). Insulated top chord spaces (on edge) confine heat localized detection area to 2000 ft2, non-insulated top chord spaces (on edge) confine heat local- ized area to 1000 ft2. The draft curtain must be at least 1/3 the depth of the concealed space or 8" (200 mm), whichever is greater, for open truss construction, open bar joist, and non-combustible insulation filled solid or composite wood joist construction. The draft curtain must be constructed of material that will not allow heat to escape through or above it; this may be 1/4"(6.4 mm) thick plywood. B. Concealed Space Height Open Wood Truss and Open Steel Joist Construction (Figure 3): Maximum height of the space: 60" (1524 mm). Minimum height: 6" (152 mm) Maximum roof pitch: 2/12 (90) Where applied to pitch roof and flat ceiling, maintain specified clearances from sprinkler deflector to truss and maximum height of pipe run to ceiling or non-combustible ceiling insulation in all locations. NOTE: The sprinkler deflector shall be installed parallel with the roof plane. Solid wood or composite wood ioist with non-combustible filled insulation only (Figure 4): Maximum depth of concealed space is 60" (1524 mm) from bottom of upper deck joist to top of ceiling joist. Minimum depth is 6" (152 mm) from bottom of upper deck joist to top of ceiling joist or non-combustible ceiling insulation. C. System Type Light Hazard, Wet Pipe System D. Minimum Density 0.10 gpm/ft2 (4.1 mm/min)- E. Spacing of COIN® Sprinklers Minimum Spacing: 6-0"(1.8 m) Maximum Spacing: 16'-0" (4.9 m) NOTE: Minimum spacing does not include additional sprinklers required for obstructions for use of CPVC pipe that includes offsets. F. Maximum Area of Coverage 256 ft2 (23.8 m2) G. Minimum Operating Pressure 7.0 PSI (0.48 bar) (continues on page 5.) Form No. F081216 18.12.06 Rev 18.2 5 of 11 COIN® QUICK RESPONSE UPRIGHT 'ltpj KJI1G SPRINKLER VK950 (SPECIFIC APPLICATION) 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 (continued from page 4.) I. Remote Area For wet pipe systems, 1000 ft2 (93 m2) The remote area for open wood truss construction with the top and bottom chord members on face (not on edge) or open bar joist construction is 1000 ft2 (93 m2) or 6 sprinklers, whichever is greater. See Table 2. The remote area for open wood truss with top and bottom chord members on their edge and for solid wood joist construction is 1000 ft2 (93 m2). NOTE: This area does not include additional sprinklers for protection of CPVC pipe over obstructions. J. UL Listed CPVC Pipe for use with COINTM Sprinklers The Viking COIN® Sprinkler is UL Listed for use with CPVC pipe products listed for use in concealed spaces with sprinklers**. **Currently listed products are manufactured under the BlazeMaster, FireLock, and FlameGuard® trade names. In order to use CPVC products, the bottom of the horizontal run must be no greater than 6" (152 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non-combustible insulation or 1/3 the depth of the space measured from the top surface of the ceiling to the bottom of the deck above. The CPVC pipe can supply the COIN® Sprinklers and the ceiling sprinklers below. Use all guidelines and installation instructions as specified by the CPVC pipe manufacturers unless specified differently in this data sheet. When using 1" (DN25) pipe or larger, a hanger must be located at the truss nearest the sprig for restraint. If using 3/4" (DN20), all sprigs over 12" (305 mm) must include lateral bracing. For use of listed CPVC pipe products in concealed spaces using the COIN® Sprinkler, a minimum lateral distance of 18" (450 mm) must be maintained between the CPVC pipe and the heat sources (e.g. HVAC heat pump units, fan motors, and heat lamps, etc.) Where CPVC pipe must be installed above the maximum distance of 6" (152 mm) or 1/3 of the total space, whichever is smaller, above the ceiling or non-combustible insulation when piping around obstructions, additional COIN® Sprinklers must be installed as shown in Figures 3 and 4 in order to protect the CPVC product. The vertical sprinkler deflector clearance to the bottom of the roof deck is 1-1/2" to 4" (40 to 100 mm) for open truss construction wood or steel . For solid wood or composite wood joist construction with solid fill non-combustible insulation, the clearance from the sprinkler deflector to the bottom of the joist is 1-1/2" to 4" (40 mm to 100 mm). Ft (m) TABLE1 "ii All values based on 0.1 gpM/ft2 density per sprinkler or 7 psi (0.4 bar) whichever is higher. 16(4.8) 7(0.4) I 7.2 (0.4) I 8.2 (0.5) ' 10.3 (0.7) ' 12.8 (0.8) ' 14.1 (0.9) 16.9(1.1) 18.4(l.2) 21.6(1.4) 15(4.5) 7(0.4) 7(0.4) 7.2 (0.4) 9.2 (0.6) 10.3 (0.7) 12.8 (0.8) 14.1 (0.9) 16.9(1.1) 18.4(l.2) 14(4.2) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2(0.6) 11.5(0.7) 12.8(0.8) 14.1 (0.9) 16.9(1.1) 13(3.9) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 8.2(0.5) 9.2 (0.6) 11.5 (0.7) 12.8 (0.8) 14.1 (0,9) 12(3.6) 7(0.4) 7 (0.4) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 10.3 (0.7) 12.8 (0.8) 11(3.3) 7(0.4) 7(0.4) 7 (0.4) 7(0.4) 7(0.4) 7(0.4) 8.2 (0.5) 9.2 (0.6) 10.3 (0.7) 10(3.0) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7.2 (0.4) 8.2 (0.5) 9(2.7) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7 (0.4) 7(0.4) 7(0.4) 7.2 (0.4) 8(2.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) 7 (0.4) 7(0.4) 7(0.4) 7(0.4) 7(0.4) Ft. (m) 8(2.4) 9(2.7) 10(3.0) 11(3.3) 12(3.6) 13(3.9) 14(4.2) 15(4.5) 16(4.8) Form No. F_081216 18.12.06 Rev 18.2 6 of 11 COIN® QUICK RESPONSE UPRIGHT NIKJNG4® l:Iur1ui7M SPRINKLER (SPECIFIC APPLICATION) 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 Top and bottom chord on edge for draft curtain Chest collection baffle) or full height XaI1 When maximum 1000 sq ft. (93 sq. meters) 4-4' (114 mm) MINIMUM (100 mm) MAXIMUM FROM FACE OF WOOD TRUSS DECK Localized detection area is a DR TOP CHORD OF BAR JOIST/2° (40 mm) UPPER TOP CHORD 41 (100 mm) MINIMUM OR LESS COIN SPRINKLER \LDRAFT CURTAIN I (HEAT COLLECTION B BAFFLE) ' (200 mm) OR 1/3 HEIGHT, WHICHEVER IS GREATER II ii II 6° (152 mm) MAXIMUM FOR E FOR CPVC PIPE OBSTRUCTION ________________________ 6° (152 mm) MINIMUM 601 (1524 MAXIMUM II II IF- 1 / CEILING _-//° BOTTOM OF PIPE WHEN CPVC PIPE IS INSTALLED (152 tin) MAXIMUM CLEARANCE OVER OFFSET, COIN SPRINKLER FOR CPVC PIPE TO CEILING OR FRAME ARMS OF SPRINKLER MUST BE MUST BE INSTALLED DIRECT TO NON-COMBUSTIBLE CEILING INSULATION, INSTALLED PARALLEL CPVC PIPE OVER OBSTRUCTION OR 1/3 ACTUAL SPACE (MEASURED FROM WITH PIPING. THE TOP SURFACE OF THE CEILING TO THE BOTTOM OF THE BECK ABOVE) WHICHEVER IS SMALLER 14° (100 mm) FOR 12° (305 mm) TRUSS) Figure 3: Open Wood Truss and Open Steel Open Joist Construction Using CPVC Pipe (Cross Section View) UPPER—N ,- CLEARANCE SPRINKLER TO DECK \ / BOTTOM JOIST 1-1/2' (40 mm) \ / MINIMUM, 4° (102 mm) MAXIMUM IL 4. COMPOSITE I MAXIMUM Ll WOOD JOIS T FOR CPVC II\ DRAFT CURTAIN (HEAT \ PIPE COLLECTION BAFFLE) PROTRUDE BELOW '— COIN JOIST 1/3 SPACE OR 8° (200 mm), SPRINKLER WHICHEVER IS GREATER FOR AREAS LARGER THAN 1000 SD FT (93 sq m) I N N I CEILINGJ / CEILING FRAMING WHEN CPVC PIPE INSTALLED OVER OFFSET, COIN SPRINKLER MUST BE INSTALLED DIRECT TO CPVC PIPE OVER OBSTRUCTION FRAME ARMS OF COIN SPRINKLER MUST BE PARALLEL WITH PIPING INSULATION COIN SPRINKLER IT IRE OBSTRUCTION _// 6° (152 mm) MAXIMUM CLEARANCE FOR CPVC PIPE TO CEILING OR NON-COMBUSTIBLE CEILING INSULATION, OR 1/3 ACTUAL SPACE, WHICHEVER IS SMALLER MEASURED FROM THE TOP OF THE CEILING BELOW TO THE BOTTOM OF THE INSULATION ABOVE. 72' MAXIMUM (1830 mm) TOP OF CHORD Figure 4: Solid Wood or Composite Wood Joist Construction with Non-Combustible Insulation Filling Upper Deck Using CPVC Pipe (Cross Section View) Form No. F081216 18.12.06 Rev 18.2 7 of 11 ® COIN® QUICK RESPONSE UPRIGHT 'J II(II1E l:II[iu'7M SPRINKLER VK950 (SPECIFIC APPLICATION) 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 The Viking COIN® Sprinkler MUST be installed in the upright position. APPLICATION For installation in horizontal concealed spaces of solid wood joist construction with a roof pitch of up to 2/12 maximum. The upper joist is constructed of solid wood or composite wood with a maximum depth of 12" (305 mm) and 16" (400 mm) on center minimum spacing. Also, steel pipe may be applied in truss construction and solid filled non-combustible insulation in upper deck and wood or composite joist construction similar to that shown in Figures 3 & 4 with the exception of extra sprinklers are not required over obstructions. Also, there is no minimum clearance for supply pipe to upper joists. With the COIN® Sprinkler applied using steel pipe, the system may be wet, dry, or preaction type for wood truss or steel construction; solid wood or composite with non-combustible solid fill insulation (see Paragraph J on page 8). NOTE: In order to be considered "non-combustible insulation filled solid wood or composite wood joist construction" the insulation (including insulation provided with a combustible vapor barrier), must completely fill the pockets between the joists to the bottom of the joists, and the insulation must be secured in place with metal wire netting. The metal wire netting is intended to hold the insulation in place should the insulation become wetted by the operation of the COIN® Sprinklers in the event of a fire. Concealed Space Limitations The total concealed space is not limited, but blocking between joists and upper deck must be constructed of material that will not allow heat to escape through or above the blocking. The blocking must be constructed to the full depth of the upper joist, and must be constructed using a non-combustible material or a material that is the same as that of the joist construction. A maximum channel space for blocking is 32' (9.75 m) intervals. Also, solid wall construction or draft curtains (heat collection baffles) must protrude below the joist a minimum of 6" (152 mm) or 1/3 the space, which- ever is greatest, and run laterally with the joist spaced at 31'(9.4 m) width maximum to limit the heat detection space to a maximum of 1,000 ft2 (93 m2) or with the truss spaced at 62' (19 m) width maximum to limit the heat detection space for open wood truss construction to 2000 ft2 (186 m2) with their top and bottom chord members on face (not on edge). Insulated top chord spaces (on edge) confine heat localized detection area to 2000 ft2 (186 m2), non-insulated top chord spaces (on edge) confine heat localized area to 1,000 ft2 (93 m2). The draft curtain may be constructed of ¼" (6.4 mm) thick plywood to prevent heat from escaping beyond. NOTE: When non-combustible solid filled insulation is used, the wood blocking and draft curtains are not required for solid wood or composite wood joist construction. Concealed Space Height Solid Wood or Composite Wood Joist Construction (See Figures 5 and 6): Maximum depth or height of concealed space: 60" (1524 mm) from bottom of upper deck joist to top of ceiling joist. Maximum space from bottom of upper deck to ceiling surface (bottom of joist): 84" (2134 mm). See Figure 5. Minimum depth or height of concealed space: 6" (152 mm) from bottom of upper deck joist to top of ceiling frame joist. Open Wood Truss or Open Steel Bar Joist (See Figure 7): Maximum height from inside ceiling to inside deck of concealed space: 60" (1524 mm). Minimum height from bottom of upper chords to top of lower chords: 6"(152 mm) The top and bottom chord members of these types of wood joists must be on face (not on edge). Obstructed Wood Truss (See Figure 8): Maximum depth of concealed space: 84" (2134 mm) from bottom of upper deck to top of ceiling. Minimum depth of concealed space: 6" (152 mm) from bottom of upper chord to top of lower chord. C. System Type Light hazard, wet pipe system or dry pipe system supervised with air or gas when using steel pipe only. D. Minimum Density 0.10 gpm/ft2. (4.1 mm/mm). E. Spacing of COIN® Sprinklers Minimum Space Between Sprinklers: 6'-0" (1.8 m) Maximum Space Between Sprinklers: 16'-0" (4.9 m) F. Maximum Area of Coverage 256ft2 (23.8 m2) G. Minimum Operating Pressure 7.0 PSI (0.48 bar) H. COIN® Sprinkler Deflector Position The COIN® Sprinkler shall be installed in the upright position. The frame arms must be installed parallel with the pipe. 1-1/2" to 4" (40 - 100 mm) below upper deck for open wood truss construction or concealed spaces of non-combustible open bar joist construction. 1-1/2" to 2" (40 - 50 mm) below solid wood joist or top chord of obstructed wood truss construction. See Figures 5-8. 1-1/2" to 4" (40 - 100 mm) below non-combustible insulation-filled solid wood joists or composite wood joists. See Figure 6. (continues on page 8.) Form No. F_081216 18.12.06 Rev 18.2 8 of 11 COIN® QUICK RESPONSE UPRIGHT '4J IF(II1G l:IIr•.7M SPRINKLER VK950 (SPECIFIC APPLICATION) 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 (continued from page 7) I. Remote Area For wet pipe systems and dry pipe systems, 1000ft2 (93m2) The remote area for open wood truss construction or open bar joist construction with the top and bottom chord members on face (not on edge) is 1000 ft' (93 m2) or 6 sprinklers, whichever is greater. See Table 2. The remote area for solid wood joist and for open wood truss construction with their top and bottom chord members on edge is 1000 f12 (93 m2). The remote area for non-combustible insulation filled solid wood joist or wood composite joist construction (Figure 6) is to be calculated per the require- ments of NFPA 13. J. Piping System Steel pipe installed in accordance with NFPA 13 standards may be applied. The steel pipe may be hung from the upper joist or truss using proper supports. The sprinkler deflector must be positioned as indicated in paragraph H above. Extra sprinklers are not required for protection of pipe when offsetting for obstructions. Ceiling sprinklers below the concealed space may be fed from the same piping as the COIN® Sprinklers. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin 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, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. FRAME ARMS OF SPRINKLER MUST BE PARALLEL WITH F DECK /CLEARANCE SPRINKLER TO BOTTOM JOIST 2 X FLOOR 1-1/2' (40 mm) MINIMUM JOIST 2' (50 mm) MAXIMUM JM E-1:E M----1-> BLOCKING COIN SPRINKLER 6' (152 mm) Minimum 84' MAX. TO 60 (1524 mm) Maximum (2134 mm) DRAFT CURTAIN (HEAT COLLECTION BAFFLE) PROTRUDE BELOW JOIST 1/3 SPACE OR 6' (152 mm), WHICHEVER IS GREATER FOR AREAS LARGER THAN 1000 SQ FT (93 sq m) CEILING CEILING FRAMING Figure 5: Solid Wood Joist Construction (Steel Pipe, Cross Sectional View) Form No. F_081216 18.12.06 Rev 18.2 9 of 11 COIN® QUICK "%J IKJNG4 ® l.I:IIr.7M RESPONSE UPRIGHT SPRINKLER VK950 (SPECIFIC APPLICATION) 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 FRAME ARMS OF SPRINKLER MUST BE PARALLEL WITH PIPING CLEARANCE SPRINKLER TO BOTTOM UPPER NON-COMBUSTIBLE INSULATION JOIST 1-1/2' (40 mm) MINIMUM MAXIMUM SOLID WO 2 X_FLOOR_JOIST 6' (152 mm) MINIMUM COIN SPRINKLER COMPOSITE MAXIMUM 72' (1829 mm)TO 60' 1524 rim)MAXIMUM WOOD JOIST N N N N N I N N CEILING CEILING7 N I FRAMING Figure 6: Solid Wood or Composite Wood Joist Construction with Non-Combustible Insulation Filling Upper Deck (Steel Pipe, Cross Sectional View) TOP CHORD 4' (100 mm) OR LESS '\ 4-' (114 mm) MINIMUM FROM FACE OF WOOD TRUSS OR TOP CHORD OF BAR JOIST WIIFN It FARANF flF !PRTNKI FR UPPER _\\\S 4' (100 mm) MAXIMUM CLEARANCE SPRINKLER TO DECK TO DECK IS LESS THAN 4' (100 rim) - * DECK 1-1/2' (40 rim) MINIMUM COIN SPRINKLER , - g r5m 7n / 6' (150 MINIMUM mm) 60' (1524 mm) MAXIMUM DRAFT CURTAIN (HEAT - L FRAME ARMS OF SPRINKLER MUST BE PARALLEL WITH PIPING COLLECTION BAFFLE) 8' CEILING SPRINKLER FOR (200 mm) OR 1/3 HEIGHT, LOWER ROOM WHICHEVER IS GREATER PROTECTION OPEN WOOD OR STEEL TRUSS CONSTRUCTION CONCEALED SPACE Figure 7: Open Wood Truss and Open Steel Joist (Steel Pipe, Cross Sectional View) Form No. F_081216 18.12.06 Rev 18.2 /1 10 of 11 COIN® QUICK RESPONSE UPRIGHT S411 IF(IFIGi SPRINKLER VK950 (SPECIFIC APPLICATION) 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 FRAME ARMS OF SPRINKLER TOP CHORD GREATER THAN 4" (100 mm) DEEP WITH PIPING UPPER DECK MUST BE INSTALLED PARALLEL -1 - 2(51mm) MAXIMUM t 84' (213 4 mm) MAXIMUM 1-1/2" (38 mm) MINIMUM 60" (1524 mm) MAXIMUM 6" (152 mm) MINIMUM CEILING /FRAME - CEILING Figure 8: Obstructed Wood Truss Construction (Steel Pipe, Cross Sectional View) Form No. F081216 18.12.06 Rev 18.2 S 11 of 11 COIN® QUICK RESPONSE UPRIGHT '40J IFII1G SPRINKLER VK950 (SPECIFIC APPLICATION) 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 Obstructions All obstruction criteria per NFPA 13 shall apply unless specified differently in this data sheet. See illustrations below. X ~ 3Y or 3Z X36" (900 mm) (Use dimension V or Z, whichever is greater.) ELEVATION VIEW PLAN VIEW Upper Deck v YIv,, Lower Deck Figure 9A: NFPA 13 Obstruction Criteria ELEVATION VIEW Upper Deck or bottom of non-combustible insulation Distance from Sprinkler Obstruction 1-01. to Side of (X) 1 <300 mm Maximum Allowable Distance of Deflector Above Bottom of Obstruction (Y) I 0" 0mm 1'-0" to <1-6" 300 mm to <450 mm 0" 0 mm 1'-6" to <2-0" 450 mm to <600 mm 1" 25 mm 2'-0" to <2-6" 600 mm to <750 mm 1" 25 mm 2'-6" to <3-0" 750 mm to <900 mm 1" 75 mm 3'-O" to <3-6" 900 mm to <1.1 m 3" 75 mm X-6" to <4-0" 1.1 mto <1.2 m 3" 75 mm 4'-0" to <4'-6" 1.2 m to <1.4 m 5" 125 mm 4-6" to <5-0" 1.4 m to <1.5 m 7" 175 mm Figure 9B: NFPA 13 Obstruction Criteria Table 8.8.5.1.2 Form No. F_081216 18.12.06 Rev 18.2 Replaces Form No. F_081216 Rev 18.1 (Revised expanded listing information.) w -- FPC2OI9-0100 7315 ESTRELLA DE MAR R D 0MM HOTEL - BALLROOM SPRINKLERS (61 2 H E A D S ) DEV02092 2165900100 513012019 FPC20I9-0100 4 Hydraulic Calculations for Project Name: Drawing I Location: Drawing Name: PIPING PLAN 03-08-19 Design Remote Area Number: REMOTE AREA #1 Calculation Date: 4/16/2019 Occupancy Classification: Light Hazard Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated No. of sprinklers calculated: In-rack Demand: Hose Streams: 0.1ogpm/ft2 1500ft2 (Actual 1598ft2) 120ft2 Upright 27 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1079.53 @101.618 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: FPC20I9-0100 7315 ESTRELLA DE MAR RD OMNI HOTEL- BALLROOM SPRINKLERS (612 HEADS) DEV02092 2165900100 5/3012019 FPC20I9-0100 kJ M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.10.0 REMOTE ARE 4/16/2019 3:17:56PM Page 1 5000 1IISII_t; 4000 4500 2000 3000 2500 3500 Flow - gpm 1LS,©M.E.P.CAD, Inc. 1TJ AutoSPRlNK2018v14.3.10.0 4/16/2019 3:17:58PM Page Job Name: Drawingl Remote Area Number: REMOTE AREA #1 150- 10 12( 13! 30 15 45 9c - Water Supply mary Sheet Sum Node: 1 "T'-79.53'@ 118.943— Static Pressure 108.000 (90%) --1------ I. - 829.53@i01.618 . 1079.53 with Hose Allowance Static Pressure 120.000 500.00 @ 115.000 500.00@103.500(90%) _________ - at Source - System demand curve Hydraulic Graph N 1.85 Date: 4/16/2019 Job Number: 1 Reoort Descriotion Liaht Hazard (REMOTE AREA 1 Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1735 26.76 25.04 5.6 22.836 Sprinkler 1736 28.77 25.04 5.6 26.397 Sprinkler 1737 31.97 25.04 5.6 32.592 Sprinkler 1763 25.18 25.04 5.6 20.220 Sprinkler 1767 27.87 25.04 5.6 24.768 Sprinkler 1768 29.22 25.04 5.6 27.218 Sprinkler 1769 31.63 25.04 5.6 31.911 Sprinkler 1776 25.06 25.04 5.6 20.025 Sprinkler 1777 27.37 25.04 5.6 23.891 Sprinkler 1778 33.59 14.82 5.6 35.976 Sprinkler 1779 33.91 14.82 5.6 36.664 Sprinkler 1780 35.05 14.82 5.6 39.165 c Sprinkler 1829 25.04 25.04 5.6 20.000 Sprinkler 1830 27.30 25.04 5.6 23.758 Sprinkler 1831 34.20 14.82 5.6 37.291 Sprinkler 1832 3452 14.82 5.6 38.003 Sprinkler 1833 35.68 14.82 5.6 40.589 Sprinkler 1873 25.23 25.04 5.6 20.293 Sprinkler 1874 27.37 25.04 5.6 23.888 Sprinkler 1875 34.26 14.82 5.6 37.438 Sprinkler 1876 34.59 14.82 5.6 38.152 Sprinkler 1877 35.75 14.82 5.6 40.748 Sprinkler 1925 26.06 25.04 5.6 21.659 Sprinkler 1926 27.98 25.04 5.6 24.955 Sprinkler 1927 34.46 14.82 5.6 37.856 Sprinkler 1928 34.78 14.82 5.6 38.577 Sprinkler 1929 35.94 14.82 5.6 41.200 Most Demanding Sprinkler Data 1, 0 M.E.P.CAD, Inc. I, .11 AutoSPRINK 2018 04.3.10.0 4/16/2019 3:18:00PM Page 3 Job Name: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 120.000 115.000 2500.00 118.943 1079.53 101.618 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 Supply 101.618 829.53 1735 15-8 Sprinkler 22.836 26.76 1736 15-8 Sprinkler 26.397 28.77 1737 16-8 Sprinkler 32.592 31.97 1763 15-8 Sprinkler 20.220 25.18 1767 17-8 Sprinkler 24.768 27.87 1768 17-8 Sprinkler 27.218 29.22 1769 17-8 Sprinkler 31.911 31.63 1776 16-8 Sprinkler 20.025 25.06 1777 17-8 Sprinkler 23.891 27.37 1778 15-8 Sprinkler 35.976 33.59 1779 15-8 Sprinkler 36.664 33.91 1780 16-8 Sprinkler 39.165 35.05 1829 15-8 Sprinkler 20.000 25.04 1830 17'-8 Sprinkler 23.758 27.30 1831 15-8 Sprinkler 37.291 34.20 1832 15-8 Sprinkler 38.003 34.52 1833 16-8 Sprinkler 40.589 35.68 1873 15-8 Sprinkler 20.293 25.23 ,© M.E.P.CAD, Inc. NO AutoSPRlNK 2018 04.3. 4/16/2019 3:18:03PM Page 4 Job Name: Drawingi Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1874 17'-8 Sprinkler 23.888 27.37 1875 15-8 Sprinkler 37.438 34.26 1876 15-8 Sprinkler 38.152 34.59 1877 16-8 Sprinkler 40.748 35.75 1925 15-8 Sprinkler 21.659 26.06 1926 17-8 Sprinkler 24.955 27.98 1927 15-8 Sprinkler 37.856 34.46 1928 15-8 Sprinkler 38.577 34.78 1929 15-8 Sprinkler 41.200 35.94 3 0-6 97.036 4 -3-0 99.127 116 15-8 24.597 118 16-8 28.412 120 15-8 35.040 121 15-8 43.373 127 13-1 50.524 167 15-8 21.949 178 15-8 29.219 180 15-8 31.997 182 15-8 37.309 183 15-8 44.314 189 15-8 47.564 190 13'-1 50.578 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3. 4/16/2019 3:18:03PM Pages Job Name: Drawingi Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 260 15-8 21.585 261 15-8 28.224 264 15-8 37.906 266 15-8 38.628 268 15-8 41.253 270 13-1 50.677 350 14-8 54.058 351 15-8 52.121 387 13'-1 52.430 392 15-8 21.559 393 15-8 28.074 396 15-8 39.287 398 15-8 40.033 400 16-8 42.746 402 13-1 52.448 413 25-11 64.613 416 25'-11 64.617 421 31-11 62.042 422 31-11 62.063 423 31'-11 62.081 424 31-11 62.093 425 31'-11 62.104 426 31'-11 62.104 ,© M.E.P.CAD, Inc. 911AutoSPRINK 2018 v14.3: 4/16/2019 3:18:03PM Page 6 Job Nam: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Discharge at Node Node (psi) (gpm) Notes 427 31'-11 62.080 428 31-11 62.011 429 31-11 61.939 430 31-11 61.816 431 31-11 61.994 432 31-11 62.362 433 31-11 62.706 434 31-11 62.812 502 16-8 21.872 503 16-8 28.221 509 16-8 39.441 511 16-8 40.190 513 16-8 42.913 515 13-1 52.643 613 15-8 23.336 614 16-8 29.431 617 16-8 39.879 619 15-8 40.636 621 15-8 43.387 623 13-1 53.203 1234 13'-2 61.194 1237 25-11 64.163 1238 25-11 64.180 1s,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3. 4/16/2019 3:18:03PM Page 7 Job Name: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1240 28-9 63.020 1241 25-11 64.279 1243 32'-1 61.647 1246 31'-11 61.953 1247 31'-11 62.064 1248 31-11 62.168 1250 31'-11 62.290 1252 31'-11 62.426 1255 31'-11 62.585 1257 31-11 62.773 1260 31-11 63.019 1262 31-11 63.284 1264 31-11 63.677 1266 31-11 64.095 1268 31'-11 65.274 1270 31-11 65.060 1271 31-11 65.045 1294 13'-2 61.732 1307 11-0 68.602 1393 11-0 78.322 ,© M.E.P.CAD, Inc. 1 AutoSPRINK 2018 04.3. 4/16/2019 3:18:03PM Page 8 P Job Name: Drawing I RemoteI Area NIumber: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev i Flow added Fittings & Length C Factor Total(Pt) Notes 'Foot' K-Factor this step Nominal ID Devices (Foot) Fitting/Device (Equivalent Fitting (Foot) _________ Pf Friction Elev(Pe) (q) Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 .,2 Total Flow Actual ID Length • Loss Per U (psi) when applicable, are added Total (Foot) (Foot) (Foot) Friction(Pf) directly to (PQ and shown as a negative va11'e 1829 16-8 5.6 25.04 1 (See 0-101/2 120 20.000 Route I eeeee Notes) Sprinkler, 7'-0 0.005 392 16-8 25.04 1.0490 0.197277 E(2'-O), PO(5'-O) 7'-10Y2 1.554 392 15'-8 1% 101-0 120 21.559 0.002655 260 15-8 5.64 1.4420 10-0 0.027 260 16-8 25.06 1% 5'- 111/2 120 21.585 Flow (q) from Route 2 0061042 167 158 3070 14420 , 5-11% 0.364 167 16-8 25.18 1% (See 10'7Y2 120 21.949 Notes) Flow (q) from Route 3 E(3'-8%) 3-8/2 0.184882 0.000 116 158 5588 14420 144 2648 116 16-8 26.76 1% 101-0 120 24.597 Flow (q) from Route 6 0381317 0.002 118 158 8264 14420 10-0 3.813 118 16-8 28.77 1% 101-0 120 28.412 Flow (q) from Route 12 0.001 120 158 11141 14420 0662687 10-0 6.627 120 15-8 31.97 1% (See 0'5% 120 35.040 Notes) Flow (q) from Route 15 7'-5 0.000 121 15-8 143.38 1.4420 1.056819 T(7'-5) 7-10% 8.333 121 15-8 1% (See 2'-7 120 43.373 7'-5 1.117 Notes) 127 13'-1 10586 1 4420 0602922 P0(7 5) 10 0 6034 127 13'-1 3 6-5 120 50.524 -0.001 190 13'-1 ' 105.86 3.3340 0.010176 55 0.055 190 13'-1 97.14 3 2'-11 120 50.578 Flow (q) from Route 7 -0.000 270 13 1 20300 33340 0033938 2 -11 0.099 270 13'-1 102.54 3 (See 9'3 120 50.677 Notes) Flow (q) from Route 16 16-0 -0.001 387 13-1 305.55 3.3340 I I 0.072311 T(1 5'-O) 24-3 . 1.754 i f, 0 M.E.P.CAD Inc. 111 AutoSPRINK 2018 v14.3.1 0.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 9 Job Name: Drawing I Remote'Area Ntimber: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices (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 (°) Pt Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot)Total Total Flow Actual ID (Foot) Friction(Pf) 387 13'-1 3 (See Notes) 32'4Y2 120 52.430 E(7 0) 7'-0 0058757 -0.687 350 14'-8 27312 33340 39141/ 2.315 350 14'- 8 70.87 3 'See Notes) 125'2Y2 120 54.058 Flow (q) from Route 45 2T(15 0) 2E(7 0) 44-0 0090035 -7.476 430 31'-11 34399 33340 169'-21/2 15.234 430 31'-11 3 4'-2Y2 120 61.816 0042234 431 31-11 4 22848 33340 42/2 0.178 431 31-11 3 12'-6 120 61.994 0029397 432 31'-11 18783 33340 12 6 0.367 432 31'-11 2 (See Notes) 920 120 62.362 P0(1 2'-31/2) P0(12 3½) 24'-7Y2 0014862 1266 31'-11 4129 21570 116 1.733 1266 31'-11 383.59 4 (See Notes) 120 64.095 Flow (q) from Route 29 T(26-4) 26-4 0040338 1268 311-11 42488 42600 29 1179 1268 31'-11 146.55 4 (See Notes) 30'7 120 65.274 Flow (q) from Route 28 2E(13-2) 26-4 0069791 9.076 1393 11-0 57142 42600 56 3972 1393 111-0 258.11 4 (See Notes) 30'9 120 78.322 Flow (q) from Route 4 2E(13'-2), f(-0.000), CV(28'-l 1 1/2) BV(15'-9V2) 71'-1 0.139081 4.547 3 0'6 829.53 4.2600 ioi-iov 2 14167 . 3 0'-6 6 (See Notes) 167 140 97.036 E(24'-2½) 24'-2Y2 0.014406 1.517 4 4-0 829.53 6.4000 0.573 -3-0 39'-91/2 4 6 (See Notes) 121'11 150 99.127 E(21'7) EE(10'9%) S 32'-4 0016148 0.000 1 30 82953 60900 154'3 2.491 250.00 101.618 Hose Allowance At Source Total(Pt) Route 1 1 • 1079.53 ,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 10 Job Name: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q) Nominal ID Fittings & Devices E quiv. 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 'icjative ralue Fitting I Foot ____ Pt Friction Loss Per Unit p Elev(Pe) Node 2 Elev 2 (Foot) , - Total Flow Actual ID Total (Foot) Friction(Pf) 1776 15'-8 5.6 25.06 1 (See i Notes) 0'-10Y2 120 20.025 ' ' Route 2 Sprinkler, E(2 0) P0(50) 70 0197503 0.005 260 158 - 2506 10490 7 10½ 1555 21.585 Total(Pt) Route 2 1763 16-8 5.6 25.18 1 (See Notes) 1'-8 120 20.220 '..' Route 3."" Sprinkler, E(2-0) P0(5-0) 7'-0 0 199282 0.005 167 16-8 25.18 1.0490 8'-8 1.725 21.949 Total(Pt) Route 3 1873 16-8 5.6 25.23 1 (See K Notes) 0'-10½ 120 20.293 ..... Route 4. Sprinkler, E(2'-O), PO(5'-O) 7'-O 0.199945 0.005 502 16-8 25.23 1.0490 7'-10Y2 1.575 502 15-8 19.41 1% 12'-0 120 21.872 Flow (q) from Route 44 0121997 613 158 4463 14420 12-0 1.464 613 16-8 26.06 1% (See Notes) 112'0 120 23.336 Flow (q) from Route 5 3E(3'-8Y2), PO(7'-5) 18'-7 0.285664 1.092 1294 13'-2 70.69 1.4420 130'-7 37.304 1294 13'-2 414.85 3 (See Notes) 610 120 61.732 Flow (q) from Route 8 2E(7'-O), T(15'-O) 29'-0 0.170347 0.937 1307 11'-0 485.54 3.3340 34-10 5.933 1307 111-0 3 (See Notes) 153'7% 120 68.602 T(15'-0), P0(16-0) 30'-0 0.052923 0.002 1393 111-0 258.11 3.3340 183'-7% 9.718 78.322 Total(Pt) Route 4 1925 16-8 5.6 26.06 1 (See Notes) 0'10Y2 120 21.659 ...., Route 59se" Sprinkler, E(2'-O), P0(5'-0) 7'-O 0.212366 0.005 613 15'-8 26.06 1.0490 7-10% 1.672 23.336 Total(Pt) Route 5 1735 16-8 5.6 26.76 1 (See Notes' 0-10% 120 22.836 '""Route 6"'" Sprinkler, E(2'-O), PO(5'-O) 7-0 0.223022 0.005 116 15-8 26.76 1.0490 7'-101/2 1.756 24.597 Total(Pt) Route 6 ,©M.E.P.CAD, Inc. 11 AutoSPRlNK2O18v14.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 11 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv.F L:j (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 va1ue Filling Pf Friction Loss Per Unit (1) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID TI (Foot) Friction(Pf) 1830 17'-8 5.6 27.30 1 (See Notes) 2'-lO% 120 23.758 ••••• Route 7••••' Sprinkler, T(5'-O), E(2'-O), PO(5'-0) 12'-0 0.231341 0.872 393 15'-8 27.30 1.0490 14'-101A 3 393 16-8 1% 101-0 120 28.074 015044 0.015044 1-0 261 15-8 1440 14420 100 0.150 261 16-8 27.37 1% (See Notes) 56 120 28.224 Flow (q) from Route 9 E(3'-8%) 3-8% 0107917 178 158 4177 14420 92% 0.994 178 16-8 27.87 1% 101-0 120 29.219 Flow (q) from Route 10 0277827 0.002 180 16-8 • 6964 1.4420 10 0 2.777 180 15'-8 29.22 1% 101-0 120 31.997 Flow (q) from Route 13 0531180 0.000 182 158 9886 14420 100 5.312 182 15'-8 31.63 1% (See Notes) 0'5% 120 37.309 Flow (q) from Route 14 T(7 5) 7'5 0887784 -0.000 183 15'-8 ... 13049 14420 T-10% 7.004 183 15'-8 1% (See Notes) 2'-7 120 44.314 P0(75) 0514265 1.117 190 13 1 9714 14420 100 5.147 50.578 Total(Pt) Route 7 1874 17'-8 5.6 27.37 1 (See Notes) 2'-101A 120 23.888 ..... Route 8'"" Sprinkler, T(6-0), E(2' 0) P0(5' 0) 12-0 0.232510 0.872 503 15'-8 27.37 1.0490 W-10% 3461 503 15-8 12.90 1% 12'-0 120 28.221 Flow (q) from Route 43 100848 0.100848 '-0 614 158 . 4027 14420 120 1.210 614 15-8 27.98 1% (See Notes) 991 9 120 29.431 Flow (q) from Route 11 2E(3'-8%), PO(T-5) 14'-10% 0.267608 1.092 1234 13-2 68.24 1.4420 114'-7% 30.671 1234 13'-2 346.61 3 4-2% 120 61. 194 - Flow (q) from Route 18 0.127324 1294 13'-2 414.85 3.3340 4'-2% 0.538 12 Job Nam, e: Draying1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 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 (Pt) and shown as negaUve p Mal, 9 Fitting (Foot) Pf Friction Loss Per Unit ' Total (ps Elev(Pe) Node 2 Elev 2 'Foot' - Total Flow Actual ID (Foot) Friction(Pf) 61.732 Total(Pt) Route 8 1777 17'-8 5.6 27.37 1 (See Notes) 2-10% 120 23.891 '•" Route 9"" Sprinkler, T(5'-0), E(2'-0), PO(5'-O) 12-0 14'-101/2 0.232535 0.872 261 16-8 27.37 1.0490 3.462 28.224 Total(Pt) Route 9 1767 17'-8 5.6 27.87 1 (See Notes) 2'- 10% 120 24.768 '•'' Route 10....' Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12-0 14'-101/2 0.240419 0.872 178 16-8 27.87 1.0490 3.579 29.219 Total(Pt) Route 10 1926 17-8 5.6 27.98 1 (See Notes) 210% 120 24.955 '''Routell'"" Sprinkler T(5'-0), E(2'-O), PO(5'-O) 12-0 0.242104 0.872 614 15-8 :: 27.98 1.0490 14'-101/2 3.604 29.431 Total(Pt) Route 11 1736 16-8 5.6 28.77 1 (See Notes) 0'- 101/2 120 26.397 "'••Route12'"" Sprinkler, E(2-0), PO(5'-O) 7'-0 7'-10Y20 .255014 0.007 118 15-8 28.77 1.0490 2.008 28.412 Total(Pt) Route 12 1768 17'-8 5.6 29.22 1 (See Notes) 2'-101/2 120 27.218 ""'Route 13'.'" Sprinkler, T(5'-O), E(2'-O), P0(5-0) 12'-0 0.262343 0.874 180 15'-8 29.22 1.0490 14'- 101/2 3.905 31.997 Total(Pt) Route 13 1769 17-8 5.6 31.63 1 (See Notes) 2'-101/2 120 31.911 ""Route 14'"" Sprinkler, T(5'-O), E(2-0), PO(5'-O) 12-0 0.303927 0.874 182 16-8 - 31.63 1.0490 14'-101/2 4.524 37.309 Total(Pt) Route 14 1737 16-8 5.6 31.97 1 (See Notes) 010% 120 32.592 '"' Route 15.'"' Sprinkler, E(2'-O), PO(5'-O) 7'-0 0.309918 0.008 120 16-8 31.97 1.0490 7'- 101/2 2.441 35.040 Total(Pt) Route 15 1778 15-8 5.6 33.59 1 (See Notes) 0'8 120 35.976 '''' Route 16 9-9 Sprinkler, 130(6-0) 6-0 0339575 0.006 264 16-8 3359 1.0490 6-8 1.924 1&©M.E.P.CAD, Inc. AutoSPRlNK201804.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 13 Job Name: Draing1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev i 'Foot' K-Factor Flow added this step (q) Nominal ID Fift•iflgS & 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) Pf Friction Loss Per Unit (psi) fl Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 264 15-8 w4 101 0 120 37.906 0.072103 0.001 266 16-8 • 33.59 1.4420 10-0 0.721 266 16-8 33.91 1% 101-0 120 38.628 Flow (q) from Route 17 0.262223 0.001 268 16-8 - , 67.50 1.4420 10-0 2.624 268 16-8 35.05 1Y4 (See Notes) 3..51,4 120 41.253 Flow(q)fromRoute24 E(3'-8Y2), PO(7'-5) 11'-2 0.568420 1.116 270 13'-1 102.54 1.4420 14'2 8.308 50.677 Total(Pt) Route 16 1779 16-8 5.6 33.91 1 (See Notes) 0-8 120 36.664 eeese Route 17..... Sprinkler, PO(5'O) 6-0 0.345577 0.006 266 16-8 33.91 1.0490 5-8 1.958 38.628 Total(Pt) Route 17 1831 15-8 5.6 34.20 1 (See Notes) 0-8 120 37.291 .... Route 18..... Sprinkler, P0(5-0) 5-0 0.351045 0.006 396 16-8 .. 34.20 1.0490 5-8 1.989 396 16-8 11/4 101-0 120 39.287 0.074538 0.001 398 15'-8 34.20 1.4420 10-0 0.745 398 16-8 34.52 11/4 101-0 120 40.033 Flow (q) from Route 21 0.271074 0.001 400 16-8 . 68.72 1.4420 10-0 2.712 400 16-8 35.68 1% (See Notes) 3'5Y2 120 42.746 Flow (q) from Route 25 E(3'-8114), PO(7'-5) 11 '-2 0.587572 1.115 402 13-1 104.40 1.4420 14'-7Y2 8.586 402 13-1 32.43 3 12'-0 120 52.448 Flow (q) from Route 41 0.016357 -0.001 515 13'-1 136.82 3.3340 12-0 0.196 515 13'-1 104.60 3 12'-0 120 52.643 Flow (q) from Route 19 0.046769 - 0 001 623 13'-1 241.42 3.3340 12-0 0.561 12019 3:18:07PM Page 14 Job Name: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID F•U• ' Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Pressure Losses, when applicable, are added directly to (Pf) and shown as negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe)Fixed Node 2 Elev 2 (Foot) .. Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 623 13'-1 105.18 3 (See Notes) 73'-9Y2 120 53.203 Flow (q) from Route 20 2E(7'-O) 14'-0 0.091308 -0.024 1234 13'-2 346.61 3.3340 87'-9Y2 8.015 61.194 Total(Pt) Route 18 1875 16-8 5.6 34.26 1 (See Notes) 0'-8 120 37.438 •• •' Route 19 s Sprinkler, P0(5 0) 5'-0 0.352325 0.006 509 16-8 34.26 1.0490 6-8 1.997 509 16-8 11/4 101-0 120 39.441 0.074810 0.001 511 15'-8 . 34.26 1.4420 10-0 0.748 511 15'-8 34.59 11/4 101-0 120 40.190 Flow (q) from Route 22 0.272061 0.001 513 15'-8 68.85 1.4420 2.722 513 16-8 35.75 1% (See Notes) 3'-5Y2 120 42.913 Flow (q) from Route 26 E(3'-8Y2), PO(7'-5) 11'-2 0.589708 1.114 515 13'-1 104.60 1.4420 14'-7Y2 8.616 52.643 Total(Pt) Route 19 1927 16-8 5.6 34.46 1 (See Notes) 0'-8 120 37.856 •''• Route 20 • Sprinkler, PO(5'-O) s'-o 0.355961 0.006 617 16-8 34.46 1.0490 6-8 2.017 617 16-8 1% 101-0 120 39.879 0.075582 0.001 619 16-8 - 34.46 1.4420 10-0 0.756 619 16-8 34.78 1% 101 0 120 40.636 Flow (q) from Route 23 0.274867 0.001 621 15'-8 69.24 1.4420 10-0 2.750 621 15-8 35.94 11/4 (See Notes) 3'5 120 43.387 Flow (q) from Route 27 E(3'-81/2), P0(7-5) 11 '-2 0.595779 1.113 623 13'-1 . 105.18 1.4420 14'-7Y2 8.703 53.203 Total(Pt) Route 20 1832 15-8 5.6 34.52 1 (See Notes) 0'-8 120 38.003 •••'. Route 21 Sprinkler, P0(5-0) 6-0 0.357234 0.006 398 15-8 34.52 1.0490 5'-8 2.024 , 0 M.E.P.CAD, Inc. PU AutoSPRINK 2018 v14.3. 10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 15 Job Name: Dra'ing1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 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) Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) Pf Fri Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 40.033 Total(Pt) Route 21 1876 16-8 5.6 34.59 1 (See Notes) 08 120 38.152 .... Route 22....9 Sprinkler, P0(5-0) 6-0 0.358534 0.006 511 16-8 34.59 1.0490 5-8 2.032 40.190 Total(Pt) Route 22 1928 16-8 5.6 34.78 1 (See Notes) 0'8 120 38.577 ..... Route 23 Sprinkler, P0(5-0) 5-0 0.362229 0.006 619 15-8 1; 34.78 1.0490 68 2.053 40.636 Total(Pt) Route 23 1780 16-8 5.6 35.05 1 (See Notes) 0'-8 120 39.165 .... Route 24..... Sprinkler, P0(5-0) 5-0 0.367330 0.006 268 15-8 35.05 1.0490 5'8 2.082 41.253 Total(Pt) Route 24 1833 16-8 5.6 35.68 1 (See Notes) 0'-8 120 40.589 Route 25 . Sprinkler, P0(5-0) 6-0 0.379663 0.006 400 15-8 35.68 1.0490 5'8 2.151 42.746 Total(Pt) Route 25 1877 15-8 5.6 35.75 1 (See Notes) 0'-8 120 40.748 Route 26' Sprinkler, P0(6-0) 5-0 0.381038 0.006 513 15-8 .... . 35.75 1.0490 5-8 2.159 42.913 Total(Pt) Route 26 1929 16-8 5.6 35.94 1 (See Notes) 01-8 120 41.200 ..... Route 27..... Sprinkler, 130(6-0) 5-0 0.384947 0.006 621 15-8 ;. . 35.94 1.0490 51-8 2.181 43.387 Total(Pt) Route 27 1271 31-11 96.07 4 5'- 111/2 120 65.045 ••••' Route 28•"" Flow (q) from Route 35 0.002578 1270 31-11 96.07 4.2600 5-11Y2 0.015 1270 31'-11 50.48 4 (See Notes) 11'7 120 65.060 Flow (q) from Route 34 T(26'-4) 26-4 0.005630 1268 31-11 146.55 4.2600 37'2 0.214 65.274 Total(Pt) Route 28 ,©M.E.P.CAD, Inc. M AutoSPRlNK2018v14.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 16 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 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 a lic able are added pp directly to (N) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit n i Elev(Pe) Node 2 Elev 2 (Foot) i Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1238 25'-11 4 9'-1½ 120 64.180 ••••• Route 29••'•• 0.01 0863 1241 26-11 209.06 4.2600 0.099 1241 25-11 4 (See Notes) 14'10 120 64.279 2fE(6'-9Y2) 13'-7 0009667 -2.601 1246 31'-11 19630 42600 28 0275 1246 31'-11 2 (See Notes) 92'0 120 61.953 P0(12-3%) P0(12 31,4) 24'-7Y2 0000768 421 31'-11 832 21570 116 31'-11 31.14 0.09 421 0 12'-6 120 62.042 Flow (q) from Route 30 0001640 422 31-11 3946 33340 12-6 0.020 422 31'-11 3 11-6 120 62.063 0.001570 423 31'-11 38.54 3.3340 116 0.018 423 31'-11 3 12'-6 120 62.081 0001009 424 31-11 3035 33340 12 6 0.013 424 31'-11 3 (See Notes) 121 6 120 62.093 130(15-0) 15-0 0000369 425 31'-11 1763 33340 2T-6 0.010 425 31'-11 005 2 (See Notes) 92'0 120 62.104 Flow (q) from Route 38 PO(12'-3%) 12'-31/2 0.003094 1252 31'-ll 17.68 2.1570 104'-3% 0.323 1252 31'-11 20981 4 12'-6 120 62.426 Flow (q) from Route 31 .012699 0.012699 '-6 1255 31'-11 - '. 227.48 4.2600 12-6 0.159 1255 31-11 21.94 4 12'-6 120 62.585 Flow (q) from Route 37 0015058 1257 31'-11 24942 42600 12'6 0.188 1257 31'-11 26.72 4 13-6 120 62.773 Flow (q) from Route 36 0018178 1260 31'-11 27615 42600 136 0.245 cM.E.P.CAD, Inc. Ifi AutoSPRINK2018v14.3.10.O REMOTE AREA #1 4/16/2019 3:18:07PM Page 17 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 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 Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as negative ralue Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1260 11 30.80 4 - 12'-0 120 63.019 Flow (q) from Route 49 0.022105 1262 31-11 306.95 4.2600 12'-0 0.265 1262 31 11 36.00 4 14'-6 120 63.284 Flow (q) from Route 40 0027139 1264 311-11 34295 42600 146 0.394 1264 31'-11 4064 4 12'-6 120 63.677 Flow (q) from Route 48 0033387 1266 31-11 38359 42600 12'-6 0.417 64.095 Total(Pt) Route 29 1237 26-111 5-11 227.44 4 1'-4 120 64.163 '''' Route 30''.'. Flow (q) from Route 42 0.012694 -4 012694 1238 26-111 22744 42600 1'4 0.017 1238 25'-11 2 (See Notes) 2'10 120 64.180 fE(3' 6) 13-6 0004090 -1.227 1240 28-9 18.37 2.0670 16 0.067 1240 28-9 2 (See Notes) 94'5 120 63.020 fE(3'6) P0(12 3%) 15'-9Y2 0003323 1.227 413 2611 1837 21570 1103 0.366 413 25'-ii 3 8'-10 120 64.613 0.000399 416 26-11 18.37 3.3340 8'-10 0.004 416 25'-11 12.77 3 (See Notes) 15,-1 120 64.617 Flow (q) from Route 52 2fE(5'-O) oio 0.001058 -2.601 421 31'-11 31.14 3.3340 25'-1 0.027 62.042 Total(Pt) Route 30 1250 31'-11 197.09+ 12.7 4 12-6 120 62.290 '"•• Route 31•'"' Flow (q) from Route 32 and 50 0.010934 1252 31-11 209.81 4.2600 12'-6 0.137 62.426 Total(Pt) Route 31 422 31-11 2 (See Notes) 92'0 120 62.063 '"' R°ute 32"." P0(1 2'-31/2) 24'-71/2 0.000013 1247 31'-11 0.92 2.1570 116'-7% 0.002 , 0 M.E.P.CAD Inc. g AutoSPRINK 2018 vi 4.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 18 Job Narie: Draing1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step Nominal ID FittingsLength Devices E q iv. Length (Foot) (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as a negat"e value. Fitting (Foot) __ ______ Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) -. • Total Flow Actual ID Total (Foot) ______________ Friction(Pf) 1247 31'-11 187.97 4 11'-6 120 62.064 Flow (q) from Route 33 0.009004 1248 31'-11 IV 188.89 4.2600 11'-6 0.104 1248 31'-11 8.19 4 12'-6 120 62.168 Flow (q) from Route 51 0.009740 1250 31'-11 197.09 4.2600 12'-6 0.122 62.290 Total(Pt) Route 32 1246 31'-11 8.32 4 12-6 120 61.953 '••• Route 33..... Flow (q) from Route 29 0008923 1247 31'-11 18797 42600 12'-6 0.112 62.064 Total(Pt) Route 33 433 31-11 3 (See Notes) 10'-11V2 120 62.706 " Route 34'.... T(11 6-0) P0(15'-0) 30-0 0.002585 434 31-11 50.48 3.3340 40'-11Y2 0.106 434 31-11 2 (See Notes) 920 120 62.812 130(12 -3%) 123Y2 0.021553 1270 31-11 50.48 2.1570 10431,4 2.248 65.060 Total(Pt) Route 34 432 31'-11 41.29 3 (See Notes) 3'-6Y2 120 62.362 '••. Route 35 '•••' Flow (q) from Route 1 T(11 6-0) 16-0 0.018572 433 31-11 - 146.55 3.3340 18'-6% 0.345 433 31-11 50.48 3 (See Notes) 166'0 120 62.706 Flow (q) from Route 34 7E(7'-0), 3T(15'-O), PO(15'-O) 0.008504 -0.000 1271 31'-1 11 4 -1 96.07 F3.33140 276-0 2.339 65.045 Total(Pt) Route 35 427 31-11 48.71 2 (See Notes) 92'-0 120 62.080 '... Route 36 eeee- Flow (q) from Route 39 PO(12'-31,4) 12'-3Y2 0.006646 1257 31-11 26.72 2.1570 104'-3V2 0.693 62.773 Total(Pt) Route 367] 427 31-11 48.71 3 (See Notes) 12-6 120 62.080 •••''Route 37'.... P0(15-0), Flow (q) from Route 39 30'-0 0.000556 426 31'-11 21.99 3.3340 42'-6 0.024 1,©M.E.P.CAD, Inc. AutoSPRlNK2018v14.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 19 Job Nape: Drawing1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 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 a 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) 426 31'-11 2 (See Notes) 920 120 62.104 P0(1 2'-3Y2) 1231/2 0.004615 1255 31'-11 21.94 2.1570 104-3Y2 0.481 62.585 Total(Pt) Route 37 426 31'-11 3 (See Notes) 12-6 120 62.104 "•' Route 38"" P0(1 6-0) PO(15-0) 30-0 0.000000 425 3V-11 0.05 3.3340 42'6 0.000 62.104 Total(Pt) Route 38 429 31'-11 3 12'-0 120 61.939 ••'•• Route 39''''• 0005993 428 31-11 7951 33340 12'-0 0.072 428 31'-11 3 (See Notes) 13'6 120 62.011 P0(15-0) 15-0 0.002421 427 31-11 48.71 3.3340 28'-6 0.069 62.080 Total(Pt) Route 39 430 31-11 228.48 3 10-3% 120 61.816 "•' Route 4O"' Flow (q) from Route I 0011958 429 31'11 - - 11551 33340 103% 0.123 429 31-11 2 (See Notes) 920 120 61.939 PO(12-3%) P0(12-3%) 24'-7% 0.011533 1262 —T 31'-11 36.00 2.1570 1161/2-7 1.345 63. 284 Total(Pt) Route 40 387 13-1 3 (See Notes) 09 120 52.430 '' Route 41 T(15-0) i-o 0.001140 -0.000 402 13-1 - -4, 32.43 3.3340 15-9 0.018 52.448 Total(Pt) Route 41 1307 11-0 258.11 3 (See Notes) 19-7 120 68.602 ''"'Route 42..'" Flow (q) from Route 4 2E(7-0), P0(15-0) 29'-0 0.041879 -6.473 1237 25-11 227.44 3.3340 487 2.034 64.163 Total(Pt) Route 42 393 15-8 14.40 1% 12-0 120 28.074 .'.' Route 43"'.' Flow (q) from Route 7 0.012273 503 15-8 12.90 1.4420 12-0 0.147 ,©M.E.P.CAD, Inc. AutoSPRINK2018v14.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 20 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID F•U• & Devices Equiv. Length (Foot) Length (Foot) — C Factor T () Notes Fitting/Device (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 (psi' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 28.221 Total(Pt) Route 43 392 15'-8 5.64 1 12'-0 120 21.559 ••••' Route 44 • Flow (q) from Route I 0.026132 502 16-8 •• •. 19.41 1.4420 12'-0 0.314 21.872 Total(Pt) Route 44 189 16-8 33.35 + 37.52 1% (See Notes) 12'-2 120 47.564 •••• Route 45..... Flow (q) from Route 46 and 47 E(38½) 381/2 0286958 351 158 - 7087 14420 15-10% 4.557 351 16-8 1% (See Notes) 11 0 120 52.121 P0(80) 8'-0 0167779 0.428 350 148 7087 16100 90 1508 54.058 Total(Pt) Route 45 183 16-8 11/4 (See Notes) 30'-91/2 120 44.314 Route 46 T(7'-5) T(7'-5) 14'-101/2 0.071152 0.001 189 16-8 33.35 1.4420 468 3.250 47.564 Total(Pt) Route 46 121 16-8 1% (See Notes) 36'-2% 120 43.373 ••••. Route 47••••• T(7'-5) E(3'-8%) 11-2 0.088482 -0.000 189 16-8 37.52 1.4420 4.191 47.564 Total(Pt) Route 47 431 31'-I1 2 (See Notes) 92-0 120 61.994 ••••. Route 48 ' P0(1 2'-31/2) Z,PO(12'-31/2) 24'-7% 0.014434 1264 31'-11 40.64 2.1570 116'-71/2 1.683 63.677 Total(Pt) Route 48 428 31'-I1 2 (See Notes) 92'0 120 62.011 .... Route 49 9 •• P0(1 2'-31/2) P0(1 2'-3%) 24'-71/2 0.008641 1260 31-11 30.80 2.1570 116'-7% 1.008 63.019 Total(Pt) Route 49 424 31'-11 2 (See Notes) 92'0 120 62.093 •... Route 50 e esoo P0(1 2'-31/2) 130(12-31/2) 24'-71/2 0.001682 1250 31'-11 12.72 2.1570 116-71/2 0.196 62.290 Total(Pt) Route 50 ,©M.E.P.CAD, Inc. NJ AutoSPRlNK2018v14.3.10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 21 Job Name: DraMng1 Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Pipe Information Node 1 Elev i K-Factor Flow added Fittings & Length C Factor Total(Pt) Notes (Foot) this step Nominal ID Devices (Foot) Fitting/Device (Equivalent (q) E q Fitting (Foot) Pf Friction Elev(Pe) Length) Fixed Pressure Losses, - Node 2 Elev 2 .. Total Flow Actual ID Length Loss Per Unit (psi) when applicable, are added Total _______________ (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (N) and shown as negative ralue. 423 31'-11 2 (See 92'0 120 62.081 ••'•' Route 51'.... KI + Notes) PO(12'-3114) 24'-7% 1248 31 II _ 819 21570 0000746 P0(12 3Y2) 116 0087 62.168 Total(Pt) Route 51 1241 25-11 2 (See 6-2 120 64.279 ••••• Route 52 s Notes) PO(10'-O) 13'-6 -2.673 1243 32'-1 1277 20670 0002085 fE(36) 19 8 0.041 1243 32'-1 2 (See 1101 0% 120 61.647 65' OY 2.673 Notes) 416 25 11 1277 2 1570 0001694 8E(6 2) fE(3-6) P0(12-314) 175 0.297 64.617 Total(Pt) Route 52 , 0 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3. 10.0 REMOTE AREA #1 4/16/2019 3:18:07PM Page 22 lye 3:18:07PM Page 23 Job Name: Drawing I Remote Area Number: REMOTE AREA #1 Date: 4/16/2019 Actual Inside Diameter 4.87 - F Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter) - Factor 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 DelV Deluge Valve DPV Dry Pipe Valve E 90° 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 Hydraulic Calculations for Project Name: Drawing I Location:,, Drawing Name: PIPING PLAN 03-08-19 Design Remote Area Number: REMOTE AREA #2 Occupancy Classification: Light Hazard Density: 0.1ogpm/ft2 Area of Application: 1 500ft2 (Actual 1507ft2) Coverage per Sprinkler: 256ft2 Type of sprinklers calculated: Pendent No. of sprinklers calculated: 9 In-rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type Calculation Date: 4/16/2019 Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1081.45 @97.882 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: 1&© M.E.P.CAD, Inc. F. ,IlAutoSPRINK 2018 04.3.10.0 REMOTE ARE 4/16/2019 3:18:25PM Page 1 5000 4000 4500 2000 3000 2500 3500 Flow - gpm ©M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 4/16/2019 3:18:27PM Page 2 CL 6C Job Name: Drawing 1 Remote Area Number: REMOTE AREA #2 150- 10 12( 13.' 3C 4 15 9( - Water Supply mary Sheet Sum Node: 1 J 108l.45@ 118.939— Static Pressure 108.000 (90%) Static Pressure 120.000 500.00@ 115.000 500.00 @ 103.500(90%) • - ri 831.45@97.882 1081.45w1th I Hose AlowanceatSource , _____________________ - System demand curve IIJ.1.I.j.j.l.1_IIlIIIIIl IllilliTi 111111111 111111111 lIT III III II II Ill I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 4/16/2019 Job Number: 1 Rnnrt Descrintinn: Linht Hzrd (REMflTF ARFA ü21 Device Actual Flow (gpm) Minimum Flow gpm) K-Factor (K) - Pressure (psi) Sprinkler 1735 26.86 25.04 5.6 22.998 Sprinkler 1736 28.93 25.04 5.6 26.683 Sprinkler 1737 32.20 25.04 5.6 33.054 Sprinkler 1749 50.90 21.35 8 40.479 Sprinkler 1753 45.18 21.35 8 31.888 Sprinkler 1754 44.97 21.35 8 31.598 Sprinkler 1755 45.47 21.35 8 32.301 Sprinkler 1756 46.17 21.35 8 33.309 Sprinkler 1763 25.21 25.04 5.6 20.262 Sprinkler 1767 27.94 25.04 5.6 24.895 Sprinkler 1768 29.35 25.04 5.6 27.460 Sprinkler 1769 31.84 25.04 5.6 32.318 Sprinkler 1776 25.07 25.04 5.6 20.037 Sprinkler 1777 27.41 25.04 5.6 23.952 Sprinkler 1806 46.04 21.35 8 33.116 Sprinkler 1807 45.86 21.35 8 32.867 Sprinkler 1808 46.32 21.35 8 33.524 Sprinkler 1809 46.91 21.35 8 34.387 c Sprinkler 1829 25.04 25.04 5.6 20.000 Sprinkler 1830 27.31 25.04 5.6 23.790 Sprinkler 1873 25.20 25.04 5.6 20.254 Sprinkler 1874 27.37 25.04 5.6 23.892 Sprinkler 1925 25.99 25.04 5.6 21.540 Sprinkler 1926 27.93 25.04 5.6 24.881 c Most Demanding Sprinkler Data M.E.P.CAD, Inc. ill AutoSPRlNK 2018 04.3.10.0 4/16/2019 3:18:28PM Page 3 Job.Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 120.000 115.000 2500.00 118.939 1081.45 97.882 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes I 4-0 Supply 97.882 831.45 1735 15-8 Sprinkler 22.998 26.86 1736 16-8 Sprinkler 26.683 28.93 1737 15-8 Sprinkler 33.054 32.20 1749 16-8 Sprinkler 40.479 50.90 1753 16-8 Sprinkler 31.888 45.18 1754 15-8 Sprinkler 31.598 44.97 1755 15-8 Sprinkler 32.301 45.47 1756 15-8 Sprinkler 33.309 46.17 1763 15-8 Sprinkler 20.262 25.21 1767 17-8 Sprinkler 24.895 27.94 1768 17-8 Sprinkler 27.460 29.35 1769 17-8 Sprinkler 32.318 31.84 1776 16-8 Sprinkler 20.037 25.07 1777 17'-8 Sprinkler 23.952 27.41 1806 16-8 Sprinkler 33.116 46.04 1807 16-8 Sprinkler 32.867 45.86 1808 15-8 Sprinkler 33.524 46.32 1809 15-8 Sprinkler 34.387 46.91 1&© M.E.P.CAD, Inc. 11 AutoSPRINK 2018 04.3: 4/16/2019 3:18:31 PM Page 4 Job Name: Dra' Remote Area N Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1829 16-8 Sprinkler 20.000 25.04 1830 17-8 Sprinkler 23.790 27.31 1873 15-8 Sprinkler 20.254 25.20 1874 17-8 Sprinkler 23.892 27.37 1925 15-8 Sprinkler 21.540 25.99 1926 17-8 Sprinkler 24.881 27.93 3 0-6 93.288 4 4-0 95.381 116 15-8 24.771 118 15-8 28.719 120 15-8 35.535 121 15-8 44.076 127 13-1 52.091 142 16-10 42.241 146 15-10 42.441 148 15-10 42.635 150 16-10 43.191 152 16-10 48.721 167 15-8 21.995 178 15-8 29.363 180 16-8 32.271 182 15-8 37.770 183 15-8 44.981 ,© M.E.P.CAD, Inc. RlAutoSPRINK 2018 v14.3: 4/16/2019 3:18:31 PM Pages Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 189 15-8 47.107 190 13-1 52.154 260 15-8 21.599 261 15-8 28.294 323 16-10 44.237 327 16-10 44.421 329 16-10 44.655 331 16-10 45.270 350 14-8 51.720 351 16-8 50.251 356 14-8 51.719 360 14'-8 51.852 362 14-8 52.213 364 14'-8 53.001 366 14'-8 54.372 387 13-1 52.631 392 16-8 21.559 393 15-8 28.110 413 25-11 60.620 416 25'-11 60.622 421 31'-11 58.033 422 31-11 58.041 423 31-11 58.043 .,© M.E.P.CAD, Inc. 9111 AutoSPRINK 2018 v14.3. 4/16/2019 3:18:31 PM Page 6 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 424 31'-11 58.041 425 31'-11 58.024 426 31'-11 58.001 427 31-11 57.948 428 31-11 57.840 429 31-11 57.670 430 31-11 57.429 431 31'-11 57.632 432 31-11 58.045 433 31-11 58.428 434 31-11 58.545 502 15-8 21.831 503 15-8 28.225 613 15-8 23.209 614 16-8 29.348 1234 13'-2 59.750 1237 25-11 60.410 1238 25'-11 60.420 1240 28-9 59.224 1241 25'-11 60.482 1243 32-1 57.826 1246 31'-11 58.058 1247 31'-11 58.140 Page 7 Job Name: Drawingi Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1248 31'-11 58.224 1250 31-11 58.328 1252 31-11 58.451 1255 31-11 58.597 1257 31'-11 58.772 1260 31-11 59.005 1262 31-11 59.261 1264 31'-11 59.650 1266 31-11 60.071 1268 31-11 61.280 1270 31-11 61.042 1271 31-11 61.025 1294 13'-2 60.146 1307 11-0 65.632 1393 11-0 74.513 ,© M.E.P.CAD, Inc. IlAutoSPRINK 2018 v14.3: 4/16/2019 3:18:31 PM Page 8 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U & S Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQand shown as Fulling (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Frictuon(Pf) 1829 16-8 5.6 25.04 1 (See Notes) 0'-10% 120 20.000 ••••. Route I Sprinkler, E(2' 0) P0(5 0) 7'-0 0197277 0.005 392 16-8 2504 1 0490 7 10% 1 554 392 15-8 1% 101-0 120 21.559 0.004015 260 15-8 7.05 1.4420 10,-0 0.040 260 16-8 25.09 1% 5-11% 120 21.599 Flow (q) from Route 2 0.066371 167 16-8 i\: 32.12 1.4420 5-11% 0.396 167 16-8 25.28 1% (See Notes) 10'71/2 120 21.995 Flow (q) from Route 4 . E(3'-8%) 3'-8% 0.193837 0.000 116 15'-8 . 57.33 1.4420 14'-4 2.776 116 16-8 27.10 1% 101-0 120 24.771 Flow (q) from Route 6 0.394583 0.002 118 16-8 • 84.18 1.4420 10-0 3.946 118 16-8 29.32 1% 101-0 120 28.719 Flow (q) from Route 12 0.681487 0.001 120 16-8 113.11 1.4420 10-0 6.815 120 151-8 32.77 1% (See Notes) 0'5% 120 35.535 Flow (q) from Route 15 T(7'-5) 1.083195 0.000 121 15'-8 145.30 1.4420 7-10% 8.541 121 16-8 1% (See Notes) 2'-7 120 44.076 P0(7 5) 's 0689379 1.117 127 13'-1 11381 14420 10 0 6899 127 13-1 3 6-5 120 52.091 0.011635 -0.001 190 13'-1 113.81 3.3340 5-5 0.063 190 13'-1 108.86 3 12-2 120 52.154 Flow (q) from Route 7 0.039339 -0.001 387 13'-1 - 219.87 3.3340 12-2 0.479 387 13'-1 64.96 3 (See Notes) 986% 120 52.631 Flow (q) from Route 35 2E(7-0) 14'-0 0.063504 ..0.026 1234 13'-2 284.83 3.3340 112'-6% 7.146 f, 0 M.E.P.CAD, Inc. §11 AutoSPRINK 2018 v14.3. 10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 9 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 a negative value. Fitting 'F Pf Friction Loss Per Unit (1' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1234 13'-2 126.01 3 4-21/2 120 59.750 Flow (q) from Route 27 0093669 1294 132 35142 33340 42% 0.396 1294 13'-2 188.45 3 (See Notes) 610 120 60.146 Flow (q) from Route 8 2E(7'-O), T(15'-O) 29'-0 0.130613 0.937 1307 111-0 420.61 3.3340 341O 4549 1307 111-0 3 (See Notes) 1537% 120 65.632 T(16-0) P0(15-0) 30'-0 0048350 0.002 1393 111-0 24580 33340 183 8.878 1393 111-0 131.71 4 (See Notes) 30'9 120 74.513 Flow (q) from Route 3 2E(13 2) f(-0000) CV(28 11 %), BV(15'-9%) 71'1 0139678 4.547 3 06 83145 42600 101'-101/2 14•228 3 0'-6 6 (See Notes) 167 140 93.288 E(24'-21/2) 24'-21/2 0014468 1.517 4 -30 83145 64000 0576 4-0 39'-91/2 4 6 (See Notes) 121'11 150 95.381 E(21'-7), EE(10'-91/2), S 32'-4 0.016218 0.000 1 -3'-O 831.45 6.0900 154'-3 2.502 250.00 97.882 Hose Allowance At Source Total(Pt) Route I 1 1081.45 1776 16-8 5.6 25.07 1 (See Notes) 0'- 101/2 120 20.037 •••'' Route 2 ••'" Sprinkler, E(2 0) P0(5-0) 7-0 0.197619 0.005 260 15V-8 2507 1 0490 7 10% 1 556 21.599 Total(Pt) Route 2 1873 16-8 5.6 25.20 1 (See Notes) 0'- 101/2 120 20.254 ••s• Route 3 9 *999 Sprinkler, E(2'-O), PO(5'-O) 7'-0 0.199597 0.005 502 15-8 25.20 1.0490 7-10% 1.572 502 16-8 14.54 11/4 12'-0 120 21.831 Flow (q) from Route 30 0.114832 613 16-8 43.20 1.4420 12-0 1.378 f.,©M.E.P.CAD, Inc. 1,11AutoSPRINK2018v14.3.10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 10 age Job Name: Drawing 1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 negative Asall,e. Fitting (Foot) Pt Friction Loss Per Unit (psi) si Elev(Pe) Node 2 Elev 2 (Foot) ; Total Flow Actual ID Total (Foot) Friction(Pf) 613 16-8 25.83 11/4 (See Notes) 112'0 120 23.209 Flow (q) from Route 5 3E(3'-8114), P0(7-5) 18'-7 0.274493 1.092 1294 13'-2 69.19 1.4420 130'-7 35.846 60.146 Total(Pt) Route 3 1763 16-8 5.6 25.21 1 (See Notes) 1-8 120 20.262 •'•' Route 4•''•• Sprinkler, E(2'-0), PO(5'-O) 7'-0 0.199666 0.005 167 16-8 25.21 1.0490 8-8 1.728 21.995 Total(Pt) Route 4 1925 16-8 5.6 25.99 1 (See Notes) 0'- 101/2 120 21.540 •••'• Route 5'" Sprinkler, E(2'-O), P0(6-0) 'o 0.211291 0.005 613 15'-8 25.99 1.0490 71O1/ 1.664 23.209 Total(Pt) Route 5 1735 16-8 5.6 26.86 1 (See Notes) 010h/2 120 22.998 "S Route 6.".. Sprinkler, E(2'-O), P0(6-0) .,-v 0.224486 0.005 116 15'-8 I&C 26.86 1.0490 7'-10Y2 1.768 24.771 Total(Pt) Route 6 1830 17'-8 5.6 27.31 1 (See Notes) 2'-10Y2 120 23.790 ''' Route 7"... Sprinkler, 1(5-0), E(2'-O), P0(5-0) 12'-0 0.231630 0.872 393 15'-8 , 27.31 1.0490 14'-lO% 3.448 393 16-8 1% 101-0 120 28.110 0.018348 261 16-8 16.03 1.4420 10-0 0.183 261 16-8 27.51 1% (See Notes) 56 120 28.294 Flow (q) from Route 9 E(3'-8%) 381/2 0.116016 178 16-8 43.44 1.4420 9-2% 1.069 178 16-8 28.14 1% 101-0 120 29.363 Flow (q) from Route 11 0290789 0.002 180 158 7138 14420 10-0 2.906 180 15-8 29.70 1% 10-0 120 32.271 Flow (q) from Route 13 0.549890 0.000 182 16-8 __ 100.72 1.4420 10-0 5.499 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information Node I Elev I (Foot) K-Factor Flow added this step q) Nominal ID FittingsLength Devices E Equiv. Length (Foot) (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) .i Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as negative a value. Fitting (Foot) ________ Pf Friction Loss Per Unit Total (ps Elev(Pe) Node 2 El 2 'Foot' - - Total Flow Actual ID (Foot) Friction(Pf) 182 16-8 32.37 1% (See K Notes) 0'51/2 120 37.770 Flow (q) from Route 14 T(7'-5) 0.913994 -0.000 183 16-8 -H:.. 132.56 1.4420 7'lOY 7.211 183 16-8 11/4 (See Notes) 2'7 120 44.981 P0(7-5) 0.604971 1.117 190 13'-1 106.06 1.4420 6.055 52.154 Total(Pt) Route 7 1874 17'-8 5.6 27.37 1 (See Notes) 2'101,4 120 23.892 • •'. Route 8 • Sprinkler, T(6-0), E(2 0) P0(5 0) 12'-0 0232543 0.872 503 15 8 : 2737 1.0490 1410½ 3462 503 15-8 7.20 11/4 12-0 120 28.225 Flow (q) from Route 29 0093513 614 158 3866 14420 120 1.122 614 16-8 27.85 1% (See Notes) 991 9 120 29.348 Flow (q) from Route 10 2E(3'-81A), P0(7-5) 14'-10Y2 0.255746 1.092 1234 13'-2 66.59 1.4420 114'-7Y2 29.311 59.750 Total(Pt) Route 8 1777 17'-8 5.6 27.41 1 (See K Notes) 2'-10½ 120 23.952 ••.. Route 9 Sprinkler, T(5'O), E(2'-O), PO(50) 12'-O 0.233087 0.872 261 15'-8 .r - 27.41 1.0490 142 3.470 28.294 Total(Pt) Route 9 1926 17'-8 5.6 27.93 1 (See Notes) 2'-101/2 120 24.881 Route 10'.... Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12'-0 0.241440 0.872 614 16-8 .J. 27.93 1.0490 14'-10% 3.594 29.348 Total(Pt) Route 10 1767 17'-8 5.6 27.94 1 (See Notes) 2'10Y2 120 24.895 000 00 Route 11 •' Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12-0 0.241560 0.872 178 15-8 27.94 1.0490 14'-101/2 3.596 29.363 Total(Pt) Route 11 1736 16-8 5.6 28.93 1 (See Notes) 0'-10% 120 26.683 oeeoeRoute oe eee Sprinkler, E(2'-O), PO(5'-O) 7'-0 T-10%0.257571 0.007 118 16-8 - 28.93 1.0490 2.028 28.719 Total(Pt) Route 12 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 12 Job Name: Drawing'! Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as 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) 1768 17'-8 5.6 29.35 1 (See Notes) 2-10% 120 27.460 ••••• Route 13"•'• Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12'-0 14'-101/20.264496 0.874 180 15-8 29.35 1.0490 3.937 32.271 Total(Pt) Route 13 1769 17-8 5.6 31.84 1 (See Notes) 2'-101/2 120 32.318 •••'• Route 14••••• Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12-0 14'-101/2 0.307514 0.874 182 16-8 :. 31.84 1.0490 4.578 37.770 Total(Pt) Route 14 1737 16-8 5.6 32.20 1 (See Notes) 0'- 101/2 120 33.054 ••••• Route 15..... Sprinkler, E(2'-O), PO(5'-O) 7'-0 0.313983 0.008 120 16-8 32.20 1.0490 7'-101/2 2.473 35.535 Total(Pt) Route 15 1754 15-8 8 44.97 1 (See Notes) 6-6 120 31.598 '••• Route 16..'.. Sprinkler, 2E(2'-O), T(5'-O), PO(5'-O) 14'-0 0.582606 -0.508 146 16-10 .; 44.97 1.0490 19'-6 11.352 146 16-10 1% 161-0 120 42.441 0.123706 327 16'-10 .. 44.97 1.4420 16'-O 1.979 327 16-10 45.86 1% (See Notes) 3'l% 120 44.421 Flow (q) from Route 19 E(3 8%) P0(7 5) 112 0454200 0.939 360 14'-8 90.83 1.4420 14' 6492 360 14-8 84.24 3 14'-0 120 51.852 Flow (q) from Route 17 0025809 362 14-8 17508 33340 14-0 0.361 362 14-8 91.79 3 14'-0 120 52.213 Flow (q) from Route 18 0.056292 364 14'-8 266.86 3.3340 14-0 0.788 364 14'-8 93.08 3 14'-0 120 53.001 Flow (q) from Route 21 0.097915 366 14'-8 359.95 3.3340 14-0 1.371 366 14'-8 50.90 3 (See Notes) 40'2% 120 54.372 Flow (q) from Route 24 2T(15'-O), 2E(7'-O) 44-0 0.125058 -7.476 430 31'-11 410.84 3.3340 84'-21/2 10.533 , 0 M.E.P.CAD, Inc. fl AutoSPRINK 2018 v14.3. 10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 13 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 (N) and shown as p negative 'value. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) - T- , Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 430 31'-11 111.85 4'-2Y2 120 57.429 Flow (q) from Route 1 0.048013 431 31'-11 244.88 3.3340 421/ 0.202 431 3111 92.18 12'-6 120 57.632 Flow (q) from Route l 033030 0.033030 '-6 432 31'11 20005 33340 126 0.413 432 31 -11 2 (See Notes) 92'-O 120 58.045 P0(1 2'-31/2) P0(12 3%) 24'-7Y2 0017379 1266 31'-11 4493 21570 116 2027 1266 31'-11 192.04 4 (See Notes) 2-11 120 60.071 Flow (q) from Route 17 T(26'-4) 26'-4 0041338 1268 31'-11 43054 42600 29 1208 1268 31'-11 155.11 4 (See Notes) 30'-7 120 61.280 Flow (q) from Route 25 2E(13 2) 26-4 0073040 9.076 1393 111 0 58565 42600 56 4.157 74.513 Total(Pt) Route 16 1753 15'-8 8 45.18 1 (See Notes) 4'6 120 31.888 e eeee Route 17. 2E(2'-O), T(5'-O), PO(5'-O) 14'-0 0.587547 -0.508 142 16-10 - 45.18 1.0490 18-6 10.861 142 16-10 11/4 16-0 120 42.241 0.124755 323 16-10 45.18 1.4420 16'-0 1.996 323 16-10 46.04 1% (See Notes) 3-1% 120 44.237 Flow (q) from Route 20 E(3'-8%), PO(7'-5) 11'-2 0.457712 0.939 356 14-8 91.21 1.4420 14'-3% 6.542 356 14'-8 3 20'-0 120 51.719 20- 070006669 360 14'-8 8424 33340 0.133 51.852 Total(Pt) Route 17 1755 16-8 8 45.47 1 (See Notes) 41-3 120 32.301 ...' Route 18.. Sprinkler, 2E(2 0) T(5 0) P0(5 0) 14'-0 0 594592 -0.508 148 16-10 • 4547 1.0490 18' 10.842 r,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.3.10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 14 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 148 16-10 1% 16'-0 120 42.635 0.126251 329 16'-10 45.47 1.4420 16 0 2.020 329 16-10 46.32 11/4 (See M Notes) 3'1Y2 120 44.655 Flow (q) from Route 22 E(3 81/2) P0(7 5) 11'-2 0.463065 0.939 362 14'-8 9179 1.4420 14'-31/2 6.619 52.213 Total(Pt) Route 18 1807 16-8 8 __ 45.86 1 (See Notes) 5-11% 120 32.867 .... Route 19'..'' Sprinkler, 2E(2 0) T(5 0) P0(5 0) 14'-O 0604226 -0.508 327 16-10W 4586 1.0490 19'11% 12.061 44.421 Total(Pt) Route 19 1806 16-8 8 46.04 1 (See 5'-l% 120 33.116 '•'• Route 20'..'. Sprinkler, 2E(2'-O), T(5'-0), P0(6-0) - 0.608454 -0.508 323 16-10 46.04 1.0490 19'-l% 11.629 44.237 Total(Pt) Route 20 1756 16-8 8 46.17 1 (See N Sj 3'0 120 33.309 ••..' Route 21 '••" Sprinkler, 2E(20) 1(50) P0(50) 14'O 0611727 -0.508 150 1610 3r' 4617 10490 170 10391 150 16-10 1% 16-0 120 43.191 0129889 331 16'-10 4617 14420 160 2.078 331 16-10 46.91 1% (See Notes) 3'l% 120 45.270 Flow (q) from Route 23 E(3'-8%), PO(7'-5) 11'-2 0.475228 0.939 364 14'-8 93.08 1.4420 14'-3% 6.793 53.001 Total(Pt) Route 21 1808 16-8 8 46.32 1 (See Notes) 4'-11 120 33.524 '••' Route 22'"" Sprinkler, 2E(2'-O), T(5'-O), PO(5'-O) 14'-0 0.615394 -0.508 329 16'-10 : 46.32 1.0490 18-11 11.639 44.655 Total(Pt) Route 22 1809 16-8 8 46.91 1 (See Notes) 4'1 120 34.387 e eee e Route 23..... Sprinkler, 2E(2'-O), 1(5-0), PO(5'-O) 14-0 0.630017 -0.508 331 16-10 46.91 1.0490 18'-1 11.391 45.270 Total(Pt) Route 23 1.,0M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.1O.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 15 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 'ulU9 Fitting (Foot) Pf Friction LOSS Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) '-z Total Flow Actual ID Total (Foot) Friction(Pf) 1749 15'-8 8 50.90 1 (See Notes) 1-11Y2 120 40.479 ..'. Route 24•'•'. Sprinkler, T(5'-O), PO(5'-O) 10-0 0.732616 -11%8.750 -0.508 152 16-10 50.90 1.0490 152 16-10 1% (See Notes) 191 11% 120 48.721 E(3-8Y2), PO(T-5) 11'-2 0.155558 0.939 366 14'-8 50.90 1.4420 303y 4.712 54.372 Total(Pt) Route 24 1271 31'-11 47.25 4 51-11Y2 120 61.025 sees* Route 25'••'• Flow (q) from Route 24 0002863 1270 31'-11 10169 42600 5'11½ 0.017 1270 31'-11 24.83 4 (See Notes) 11'7 120 61.042 Flow (q) from Route 23 T(26'-4) 26'-4 0.006254 1268 31'-11 . 155.11 4.2600 37'llY 0.237 61.280 Total(Pt) Route 25 1238 25'-11 112.23 4 9-1Y2 120 60.420 **see Route 26.'.'' Flow (q) from Route 17 0006831 1241 26-11 16270 42600 0.062 1241 25'-11 105.22 4 (See Notes) W-10 120 60.482 Flow (q) from Route 17 2fE(6'-9114) 13'-7 0.006229 -2.601 1246 31'-11 - 154.78 4.2600 28'-5 0.177 1246 31'-11 4.24 4 12'-6 120 58.058 Flow (q) from Route 46 0.006548 1247 31'-11 159.02 4.2600 12-6 0.082 1247 31'-11 9.34 4 11'-6 120 58.140 Flow (q) from Route 45 0.007277 1248 31'-11 168.36 4.2600 11-6 0.084 1248 31'-11 3.55 4 12'-6 120 58.224 Flow (q) from Route 39 0.008344 1250 31'-11 181.28 4.2600 12-6 0.104 1250 31'-11 102.09 + 5.98 4 12'-6 120 58.328 Flow (q) from Route 22 and 37 0.009812 1252 31'-11 197.88 4.2600 12-6 0.123 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.3.1O.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 16 Job Nape: Draing1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information Node I K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Fixed Pressure Losses, when applicable, are added directly to (N) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Frictuon(Pf) 1252 31'-11 108.08 + 8.42 4 12'-6 120 58. 451 Flow (q) from Route 20 and 38 0.011661 _____________ 1255 31'-11 217.23 4.2600 12'-6 0.146 1255 31'11 116.50 4 12'-6 120 58. 597 Flow(q)from Route 19 0.014067 1257 31-11 24041 42600 126 0.176 1257 31'11 12.95 4 13'-6 120 58.772 ______ Flow (q) from Route 25 0.017203 1260 31'-11 26804 42600 136 0.232 1260 31'11 14.87 4 12'-0 120 59.005 _______ Flow (q) from Route 35 0 021365 1262 31'-11 301 35 4 2600 12 0 0.256 1262 31'-11 17.41 4 14'-6 120 59.261 Flow (q) from Route 36 0026822 1264 31-11 34078 42600 14 6 0.389 1264 31'11 19.67 4 12'-6 120 59.650 Flow (q) from Route 34 0033713 1266 31'-11 38560 42600 12 6 0.421 60.071 Total(Pt) Route 26 1237 25'l 1 122.26 4 1'-4 120 60.410 ••'•• Route 27''... Flow (q) from Route 28 0007801 1238 25'-11 17481 42600 1 0.010 1238 25-11 2 (See Notes) 2 '-lO 120 60.420 PO(10'-O) fE(3 6) 13-6 0001890 -1.227 1240 28-9 • 1211 20670 16'4 0.031 1240 28'-9 10.03 2 (See Notes) 94 '-5 120 59.224 Flow (q) from Route 18 fE(3'6) PO(12'-3Y2) 15'-9Y2 001536 0.001536 -3 1.227 413 25'-11 1211 21570 110'3 0.169 413 26-11 10.03 3 8'-lO 120 60.620 Flow (q) from Route 18 0.000184 416 25-11 : 12.11 3.3340 8'-lO 0.002 416 26-11 7.01 3 (See Notes) 16-1 120 60.622 Flow (q) from Route 40 2fE(5 0) 0000467 -2.601 421 31'-11 - F 2003 33340 26-1 0.012 3:18:36PM Page 17 Job Name: Drawingl Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step Nominal ID F•ft•5 & Devices Equiv. 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 'Iua Fitting (Foot) Pf Friction LOSS PerU • Elev(Pe) Node 2 Elev 2 (Foot) • Total Flow Actual ID Total (Foot) Friction(Pf) 421 31'-11 17.04 3 (See Notes) 12'6 120 58.033 Flow (q) from Route 18 P0(1 6-0) 16-0 0.000301 -6 .000301 422 31-11 15.79 3.3340 27'6 0.008 422 31'-11 1.80 3 (See Notes) 11'6 120 58.041 P0(15-0), Flow (q) from Route 21 130( 30'-0 0.000057 423 31'-11 6.45 3.3340 41'6 0.002 423 31'-11 6.47 2 (See Notes) 92'0 120 58.043 Flow (q) from Route 31 P0(1 2'-3/2) 12'-3Y2 0.001731 1248 31'-11 12.91 2.1570 104'-3Y2 0.181 58.224 Total(Pt) Route 27 433 31-11 3 (See Notes) 101 11½ 120 58.428 '••• Route 28'•••• T(1 5'-O) P0(1 V-0) 30'-0 0.002872 434 31-11 53.43 3.3340 40'-11½ 0.118 434 31-11 24.83 2 (See Notes) 92'0 120 58.545 Flow (q) from Route 23 P0(12'-3%) 0.023942 1270 31'-11 53.43 2.1570 104'3Y 2.497 61.042 Total(Pt) Route 28 432 31'-1 1 4493 3 (See Notes) 3'-6½ 120 58.045 Route 29 Flow (q)from Route 16 T(15 0) 0.020631 433 31'-11 155.11 3.3340 18 61/2 0 383 433 31-11 53.43 3 (See Notes) 1660 120 58.428 Flow (q) from Route 28 7E(7'-O), 3T(15'-O), P0(15-0) 0.009446 -0.000 1271 31-11 101.69 3.3340 275-0 2.598 61.025 Total(Pt) Route 29 425 31'-11 5.76 3 (See Notes) 12-6 120 58.024 00000 Route 30 .'"' Flow (q) from Route 17 P0(15-0) 15'-0 0.000607 424 31'-11 23.07 3.3340 27'-6 0.017 424 31-11 14.18 2 (See Notes) 92'0 120 58.041 Flow (q) from Route 17 PO(12'-3%) 12'-31/2 0.002754 1250 31-11 16.60 2.1570 104'-3V2 0.287 58.328 Total(Pt) Route 30 ,©M.E.P.CAD, Inc. 9AutoSPRINK2018v14.3.1O.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 18 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information Node 1 Elev i K-Factor Flow added F•ft• & Dev Fittings Length C Factor Total(Pt) Notes (Foot) this step Nominal ID (Foot) Fitting/Device (Equivalent Fitting (Foot) Pf Friction Elev(Pe) s Unit Los Per Equiv. Length) Fixed Pressure Losses, Node 2 Elev 2 Total Flow Actual ID Length (psi) when applicable, are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (PQand shown as 424 31'-11 3 (See 12'-6 120 58.041 '"' Route 31'"" Notes) P0(1 V-0) 30'-0 423 31'-11 647 33340 0000058 P0(15 0) 42'-6 0.002 58.043 Total(Pt) Route 31 427 31-11 12.95 3 12'-6 120 57.948 '""Route 32..." Flow (q) from Route 25 0.004199 426 31'-11 65.61 3.3340 12-6 0.052 426 31'-11 4.87 3 12'-6 120 58.001 Flow (q) from Route 26 0.001874 425 31'-11 42.42 3.3340 12-6 0.023 425 31-11 2 (See 92'0 120 58.024 Notes) P0(12-3%) PO(12'-3%) 0.003659 24'-7Y2 1252 31'-ll 19.35 2.1570 116'-7Y2 0.427 58.451 Total(Pt) Route 32 429 31'-11 32.69 3 12'-0 120 57.670 "•• Route 33 Flow (q) from Route 25 0014156 428 31'-11 12654 33340 12-0 0.170 428 31'-11 17.82 3 13'-6 120 57.840 Flow (q) from Route 25 008045 0.008045 '-6 427 31'11 9323 33340 136 0.109 427 31'-11 2 (See 92'0 120 57.948 Notes) P0(1 2'-31/2) PO(12'-3%) 24'-71/2 0.007067 1257 31-11 - 27.63 2.1570 116'-7% 0.824 58.772 Total(Pt) Route 33 430 31'-11 244.88 3 10'-3Y2 120 57.429 '"''Route 34'"'. Flow (q) from Route 16 429 31'-11 165.97 3.3340 0.023381 10-31/2 0.240 429 31'-11 2 (See 92'0 120 57.670 Notes) P0(12-3%) 24'-71/2 1262 31'-11 39.43 2.1570 0.013646 P0(1 2'-31/2) 116'-7% 1.591 59.261 Total(Pt) Route 34 ,©M.E.P.CAD, Inc. P11 AutoSPRlNK2018v14.3.10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 19 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 Pipe Information 1 Elev i (Foot) K-Factor Flow added this step Nominal ID TotalNode () Fittings Devices Equiv. Length (Foot) Length (Foot) C Factor Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when 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 (Foot) Friction(Pf) 189 16-8 29.04 + 33.63 1% (See Notes) 12'-2 120 47.107 ••••• Route 35••••• Flow (q) from Route 32 and 33 E(38%) 3'8'/2 0198022 351 158 5799 14420 1510% 3.145 351 16-8 62.67 1% (See Notes) 11 0 120 50.251 Flow (q) from Route 31 P0(8-0) 8'-0 0 115780 0.428 350 14'-8 5799 1 6100 9 0 1 041 350 14'-8 62.67 3 (See Notes) 324h/2 120 51.720 Flow (q) from Route 31 E(7'-O), T(11 6-0) 22'-0 0.004123 0.687 387 13-1 I, 64.96 3.3340 5441/ 0.224 52.631 Total(Pt) Route 35 356 14-8 84.24 3 22'-11Y2 120 51.719 sees* Route 36'.'.' Flow (q) from Route 17 0.000066 350 14'-8 6.97 3.3340 22-111/2 0.002 51.720 Total(Pt) Route 36 1307 111-0 245.80 3 (See Notes) 19'-7 120 65.632 ••••. Route 37 Flow (q) from Route I 2E(7'-O), PO(15'-O) 29'-0 0.025736 -6.473 1237 25'-111 174.81 3.3340 48'-7 1.250 60.410 Total(Pt) Route 37 393 16-8 16.03 1% 12'-0 120 28.110 ••'••Route 38.'... Flow (q) from Route 7 0.009585 503 16-8 11.28 1.4420 12-0 0.115 28.225 Total(Pt) Route 38 392 16-8 7.05 1% 12-0 120 21.559 ***so Route 39••'" Flow (q) from Route 1 0.022722 502 16-8 17.99 1.4420 12-0 0.273 21.831 Total(Pt) Route 39 183 16-8 1% (See Notes) 30'-91/2 120 44.981 ••••' Route 40 so o so T(7'-S) T7'- 14'-101/2 0.046510 0.001 189 15-8 26.50 1.4420 45-8 2.124 47.107 Total(Pt) Route 40 121 16-8 1V4 (See Notes) 36-2% 120 44.076 ..'. Route 41 "s's T(7'-5) E(3'-8%) 11 '-2 0.063989 47'-41/2 3.031 -0.000 189 15-8 31.49 1.4420 ,©M.E.P.CAD, Inc. 111 AutoSPRlNK2O18v14.3.1O.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 20 Job Na -me: Drawing 1 Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 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) 47.107 Total(Pt) Route 41 431 31'-11 J 2 (See Notes) 92'0 120 57.632 ••'•• Route 42 • PO(12'-3½) Z, PO(12'-3½) 24'-7Y2 0.017306 1264 31'-11 44.83 2.1570 116'-7Y2 2.018 59.650 Total(Pt) Route 42 428 31'-11 2 (See Notes) 92'-0 120 57.840 ' Route 43'... P0(1 2'-31/2) P0(12 3½) 24'-7Y2 0009990 1260 31' 11 3331 21570 116-71/2 1.165 59.005 Total(Pt) Route 43 426 31-11 4.87 2 (See Notes) 92-0 120 58.001 •••'• Route 44••..' PO(12'-3%), Flow (q) from Route 26 P0(1 2'-31/2) 24'-7½ 0.005109 1255 31'-11 23.18 2.1570 116'-71/2 0.596 58.597 Total(Pt) Route 44 422 31'-11 1.80 2 (See Notes) 92-0 120 58.041 .... Route 45 ' Flow (q) from Route 21 P0(12 31/2) 12'-3½ 0000951 1247 3V-1 1 934 21570 104'-3/2 0.099 58.140 Total(Pt) Route 45 421 31'-11 17.04 2 (See Notes) 92'-0 120 58.033 '.'. Route 46'.'.' PO(12'-3'A), Flow (q) from Route 18 P0(1 2'-31/2) 24'-71/2 0.000220 1246 31-11 4.24 2.1570 116'-71/2 0.026 58.058 Total(Pt) Route 46 1241 25'-11 2 (See Notes) 6-2 120 60.482 Route 47 PO(10'-O) fE(3-6) 13'-6 0000862 -2.673 1243 32'-1 7.92 2.0670 19 8 0017 1243 32'-1 7.01 2 (See Notes) 110'01/2 120 57.826 Flow (q) from Route 40 8E(6'-2), fE(3'-6), P0(12-3%) 65'-01/2 0.000700 2.673 416 25-11 71 7.92 2.1570 176-11 0.123 60.622 Total(Pt) Route 47 ,©M.E.P.CAD, Inc. AutoSPRINK201804.3.10.0 REMOTE AREA #2 4/16/2019 3:18:36PM Page 21 Job Name: Drawing I Remote Area Number: REMOTE AREA #2 Date: 4/16/2019 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 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 22Y2° 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 St U Swing Check Valve Strainer Union SFx Seismic Flex T Tee Flow Turn 90° WirF Wirsbo Spr Tr WMV Sprinkler Tee Run Water Meter Valve 16/2019 3:18:36PM Page 22 Hydraulic Calculations for Project Name: Drawing I Location: Drawing Name: PIPING PLAN 03-08-19 Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Calculation Date: 4/1612019 Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In-rack Demand: Hose Streams: NA NA NA NA 15 N/A gpm at Node: N/A 250.00 at Node: I Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 665.92 @72.818 Type of System: NA Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: k@ M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.10.0 Manually Flowii 4/16/2019 3:18:44PM Page 1 5000 0500 1000 1500 4000 4500 2000 3000 2500 3500 Flow - gpm ©M.E.P.CAD, Inc. M AutoSPRINK 2018 04.3.10.0 4/16/2019 3:18:46PM Page 0 60 Job Name: Drawingi Remote Area Number: Manually Flowing 150- 120 135 105 30 75 45 15 Water Supply Summary Sheet Node: I - 119.567—...._ Static Pressure 108.000 (90%) - Static Pressure 120.000 - soo.00 @ 115.000 ----------------------------------- - - -500.0O@103.500(90%) 66592 -415.92 @ 72.818 with Hose - Allowance at Source S rstem demand curve IrjJ.I.I.j.I.I.IuIlIIII 111111111 111111111 liii 11111 111111111 II I I I I I I I I I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 4/16/2019 Job Number: I Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1735 27.10 25.04 5.6 23.421 Sprinkler 1736 29.32 25.04 5.6 27.421 Sprinkler 1737 32.77 25.04 5.6 34.236 Sprinkler 1763 25.28 25.04 5.6 20.379 Sprinkler 1767 28.14 25.04 5.6 25.253 Sprinkler 1768 29.70 25.04 5.6 28.122 Sprinkler 1769 32.37 25.04 5.6 33.419 Sprinkler 1776 25.09 25.04 5.6 20.078 Sprinkler 1777 27.51 25.04 5.6 24.133 c> Sprinkler 1829 25.04 25.04 5.6 20.000 Sprinkler 1830 27.37 25.04 5.6 23.885 Sprinkler 1873 25.15 25.04 5.6 20.172 Sprinkler 1874 27.39 25.04 5.6 23.930 Sprinkler 1925 25.83 25.04 5.6 21.271 Sprinkler 1926 27.85 25.04 5.6 24.735 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 4/16/2019 3:18:48PM Paae 3 Job Name: Drawing 1 Remote Area Number: Manually Flowing Date: 4/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 120.000 115.000 2500.00 119.567 665.92 72.818 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-0 Supply 72.818 415.92 1735 15-8 Sprinkler 23.421 27.10 1736 15-8 Sprinkler 27.421 29.32 1737 15-8 Sprinkler 34.236 32.77 1763 16-8 Sprinkler 20.379 25.28 1767 17-8 Sprinkler 25.253 28.14 1768 17-8 Sprinkler 28.122 29.70 1769 17-8 Sprinkler 33.419 32.37 1776 15-8 Sprinkler 20.078 25.09 1777 17-8 Sprinkler 24.133 27.51 1829 15-8 Sprinkler 20.000 25.04 1830 iT-B Sprinkler 23.885 27.37 1873 16-8 Sprinkler 20.172 25.15 1874 I7'-8 Sprinkler 23.930 27.39 1925 16-8 Sprinkler 21.271 25.83 1926 17'-8 Sprinkler 24.735 27.85 3 0-6 70.446 4 4-0 72.123 116 15-8 25.224 1&© M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v14.3: 4/16/2019 3:18:50PM Page 4 Job Name: Drawingi Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 118 151-8 29.508 120 16-8 36.798 121 16-8 45.865 127 13-1 54.178 167 15-8 22.122 178 16-8 29.769 180 16-8 33.021 182 15-8 39.015 183 15-8 46.772 189 15-8 49.288 190 13-1 54.243 260 15-8 21.642 261 16-8 28.499 350 14'-8 54.547 351 15'-8 52.918 387 13-1 54.742 392 15-8 21.559 393 15-8 28.218 413 25-11 53.467 416 25-11 53.468 421 31'-11 50.876 422 31'-11 50.883 423 31-11 50.890 ,© M.E.P.CAD, Inc. NJ AutoSPRlNK 2018 04.3: 4/16/2019 3:18:50PM Page 5 Job Name: Drawing'! Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 424 31-11 50.896 425 31'-11 50.903 426 31'-11 50.905 427 31-11 50.903 428 31'-11 50.892 429 31'-11 50.879 430 31'-11 50.852 431 31-11 50.900 432 31'-11 50.998 433 31-11 51.091 434 31-11 51.120 502 15-8 21.742 503 15'-8 28.268 613 15-8 22.921 614 16-8 29.182 1234 13'-2 56.297 1237 25'-11 53.320 1238 25'-11 53.325 1240 28-9 52.120 1241 25-11 53.357 1243 32-1 50.697 1246 31-11 50.842 1247 31'-11 50.877 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3: 4116/2019 3:18:50PM Page Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1248 31-11 50.908 1250 31-11 50.945 1252 31-11 50.985 1255 31'-11 51.031 1257 31'-11 51.085 1260 31-11 51.155 1262 31'-11 51.230 1264 31-11 51.340 1266 31-11 51.456 1268 31-11 51.782 1270 31-11 51.724 1271 31-11 51.720 1294 13'-2 56.422 1307 111-0 59.148 1393 11-0 61.949 Page 7 'age 8 Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 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() Notes FittingiDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as "alu. a negative Fulling (Foot) Pf Friction i Loss Per Unit Total (ps Elev(Pe) Node 2 Elev 2 A (Foot) Total Flow (Q) Actual ID (Foot) Friction(Pf) 1829 15'-8 5.6 25.04 1 (See Notes) 0'-10% 120 20.000 ••••• Route I • Sprinkler, E(2 0) P0(5 0) 7'-0 0.197277 0.005 392 16-8 2504 1.0490 10¼ 1 392 15-8 1% 10,-0 120 21.559 0.008395 260 15'-8 10.50 1.4420 10-0 0.084 260 16-8 25.09 11/4 5'-11Y2 120 21.642 Flow (q) from Route 2 0080280 167 15 8 3560 14420 5-11Y2 0.479 167 16-8 25.28 1% (See Notes) 10'71/2 120 22.122 Flow (q) from Route 4 E(3'-8¼) 3814 0.216639 0.000 116 15'-8 60.88 1.4420 14'-4 3.102 116 16-8 27.10 1¼ 101-0 120 25.224 Flow (q) from Route 6 0.428148 0.002 118 15-8 87.98 1.4420 10-0 4.281 118 16-8 29.32 1% 10,-0 120 29.508 Flow (q) from Route 12 0728981 0.001 120 15'-8 11730 14420 10-0 7.290 120 16-8 32.77 1% (See Notes) 0'5% 120 36.798 Flow (q) from Route 15 T(7'-5) 1.149834 0.000 121 15'-8 150.07 1.4420 7'-10½ 9.066 121 15'-8 11/4 (See Notes) 2'7 120 45.865 PO(7'-5) 0.719079 1.117 127 13-1 116.44 1.4420 7.196 127 13'-1 3 6-5 120 54.178 0012137 -0.001 190 13 1 11644 33340 5-5 0.066 190 13'-1 108.86 3 12'-2 120 54.243 Flow (q) from Route 7 0041153 -0.001 387 13'-1 . 22529 33340 12-2 0.501 387 13'-1 3 (See Notes) 32'4% 120 54.742 T(1 5'-O) E(7'-O) 22'-0 0.009038 -0.687 350 14'-8 99.29 3.3340 0.492 age 9 Job Name: Drawing'! Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv.F (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as Fitting t Pt Friction Loss Per Unit (1' Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow Actual ID TI (Foot) Friction(Pt) 350 14'-8 62.67 3 (See Notes) 125'2Y2 120 54.547 Flow (q) from Route 31 2T(15'-O), 2E(7'-O) 44'-0 0.022346 -7.476 430 31'-11 161.96 3.3340 169'-2Y2 3.781 430 31'-11 3 4'-2Y2 120 50.852 0011266 431 31'-11 11185 33340 4-2,4 0.048 431 31'-11 3 12-6 120 50.900 0.007877 432 31'-11 9218 33340 126 0.098 432 31'-11 2 (See Notes) 92'0 120 50.998 PO(12'-3%) P0(12-3%) 24'-71/2 0003922 1266 31'-11 20.10 2.1570 116'71,4 0.457 1266 31-11 192.04 4 (See Notes) 2'11 120 51.456 Flow (q) from Route 17 T(26'4) 26-4 0.011 160 1268 31-11 21214 42600 293 0.326 1268 31'-11 72.08 4 (See Notes) 30'7 120 51.782 Flow (q) from Route 16 2E(13 2) 26'-4 0019172 9.076 1393 111-0 28421 42600 56 1.091 1393 111-0 131.71 4 (See Notes) 30'9 120 61.949 Flow (q) from Route 3 2E(13-2), f(-0.000), CV(28'-11 %), BV(15'-9%) 71'-1 10 10 0.038780 4.547 3 0'-6 415.92 4.2600 2 3950 3 0'-6 6 (See Notes) 167 140 70.446 E(24'2%) 24'-21/2 0004017 1.517 4 30 41592 64000 0160 4 4-0 6 (See Notes) 121'11 150 72.123 E(21'-7), EE(10'-g%), S 32'-4 0.004503 0.000 I 4-0 - 415.92 6.0900 154'-3 0.695 250.00 72.818 Hose Allowance At Source Total(Pt) Route 1 1 .1 665.92 1776 15-8 5.6 25.09 1 (See Notes) 0'-10% 120 20.078 '... Route 2... Sprinkler, E(2'-O), PO(5'-O) 7'-O 0.197992 0.005 260 15-8 25.09 1.0490 7-10% 1.559 8:54PM Page 10 Job Nane: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node I Elev i (Foot) K-Factor Flow added this step Nominal ID FittingsLength Devices E q iv. Length (Foot) (Foot) C Factor Total( PQ Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses when applicable are added directly to (Pt) and shown as negative vlue Total(Pt) Route 2 Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) . Total Flow (Q) Actual ID Total (Foot) Fructuon(Pf) 21.642 1873 16-8 5.6 25.15 1 (See Not ' 0'-10Y2 120 20.172 ••••• Route 3..... Sprinkler, E(2 0) P0(5 0) 7-0 0 198842 0.005 502 15'-8 25.15 1.0490 10% 1.566 502 15'-8 14.54 1% 12'-0 120 21.742 Flow (q) from Route 30 0098191 613 16-8 3969 14420 12-0 1.178 613 16-8 25.83 1% (See 112'0 120 22.921 (q) from Route 5 3E(3-8Y2) P0(7-5) 18'-7 Notes)Flow 0248179 1.092 1294 132 6552 14420 1307 32.409 1294 13'-2 188.45 3 (See Notes) 610 120 56.422 Flow (q) from Route 8 2E(7 0) T(1 5'O) 29'-0 0051363 0.937 1307 111-0 ' 25397 33340 3410 1789 1307 11-0 245.80 3 (See Notes) 153'7Y2 120 59.148 Flow (q) from Route I T(15 0) P0(15 0) 301-0 0015244 0.002 1393 11 0 131 71 33340 183' 2.799 61.949 Total(Pt) Route 3 1763 16-8 5.6 25.28 1 (See Notes) 0 1'8 120 20.379 ..... Route 4••••' Sprinkler, E(2'-0), PO(5'-O) 7'-O 0.200737 0.005 167 15-8 25.28 1.0490 8'-8 1.737 22.122 Total(Pt) Route 4 1925 16-8 5.6 25.83 1 (See Notes) 0'- 101/2 120 21.271 ••''• Route 5'•••' Sprinkler, E(2'-O), PO(5'-0) 7'-O 0.208847 0.005 613 16-8 25.83 1.0490 7'-lO% 1.645 22.921 Total(Pt) Route 5 1735 16-8 5.6 27.10 1 (See Notes) 0'10Y2 120 23.421 ' Route e eoee Sprinkler, E(2'-O), PO(5'-O) 7-0 0.228305 0.005 116 16-8 '.,-; 27.10 1.0490 7'-lO% 1.798 25.224 Total(Pt) Route 6 1830 17'-8 5.6 27.37 1 (See Notes) 2'101/2 120 23.885 ' Route 7 Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12'-0 0.232486 0.872 393 16-8 27.37 1.0490 14'- 101/2 3.461 Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Filling (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) .:; Total Flow (Q) Actual ID Total Friction(Pf 393 15-8 1% 101-0 120 28.218 0028071 261 158 2017 14420 100 0.281 261 16-8 27.51 1% (See Notes) 5-6 120 28.499 Flow (q) from Route 9 E(3 81/2) 3-8% 0137860 178 158 4768 14420 92% 1.270 178 15-8 28.14 1/4 10-0 120 29.769 ______ Flow (q) from Route 11 0.325179 0.002 180 15'-8 75.82 1.4420 10 0 3.250 180 15-8 29.70 in 10-0 120 33.021 Flow (q) from Route 13 0599322 0.000 182 16-8 105.52 1.4420 101-0 5.993 182 15-8 32.37 ih (See Notes) 0-5% 120 39.015 Flow (q) from Route 14 T(7 5) 0983206 -0.000 183 158 13789 14420 7 10% 7.757 183 15'-8 11n (See Notes) 2'7 120 46.772 P0(7-5) 0634841 1.117 190 13'-1 10886 14420 100 6.354 54.243 Total(Pt) Route 7 1874 17-8 5.6 27.39 1 (See Notes) 2-b 2Y 120 23 . 930 ••••'..'.. Route Sprinkler T(5'-O), E(2-0), P0(5-0) 12-0 0.232883 0.872 503 15-8 27.39 1.0490 14-i0% 3.467 503 15-8 7.20 1% 12-0 120 28.268 Flow (q) from Route 29 076135 0.076135 '-0 614 158 3459 14420 120 0.914 614 15-8 27.85 1% (See Notes) 991-9 120 29.182 Flow (q) from Route 10 2E(3'-8/2), P0(7-5) 14-101/2 0227057 1.092 1234 13'-2 - 6244 14420 114 26023 123 34 2 1 12 6.01 4-2% 120 56.297 Flow (q) from Route 27 0.029575 1294 13-2 188.45 3.3340 4-2% 0.125 56.422 Total(Pt) Route 8 rk,©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 Manually Flowing 4/16/2019 3:18:54PM Page 11 Job Name: Dravtng1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node I Elev i 'F 00 K-Factor - Flow added this step (q) Nominal ID Fittings& Devices Equiv. Length (Foot) Length (Foot) _________ C Factor ta(t) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) FrictionPf LossPrU • Elev(Pe) Node 2 Elev 2 (Foot) ! Total Flow (Q) Actual ID Total (Foot) (ps Friction(Pf) 1777 17'-8 5.6 27.51 1 (See Notes) 2'-10Y2 120 24.133 a negative value. ••••• Route 9 Sprinkler, T(5'-O), E(2'-O), P0(5-0) 12'-0 14'-101/20.234714 0.872 261 16-8 27.51 1.0490 3.494 28.499 Total(Pt) Route 9 1926 17'-8 5.6 27.85 1 (See Notes) 2-10% 120 24.735 ••''• Route 10 Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12-0 0.240128 0.872 614 16-8 27.85 1.0490 14'-10½ 3.575 29.182 Total(Pt) Route 10 1767 17'-8 5.6 28.14 1 (See Notes) 2'101/2 120 25.253 9 0000 Route 11 s Sprinkler, T(5'-O), E(2'-O), P0(5-0) 12'-0 0.244775 0.872 178 15'-B 28.14 1.0490 W-101/2 3.644 29.769 Total(Pt) Route 11 1736 16-8 5.6 29.32 1 (See Notes) 0'- 101/2 120 27.421 '•" Route 12..... Sprinkler, E(2'-O), P0(5-0) 7'-0 0.264147 0.007 118 16-8 29.32 1.0490 7'-lO% 2.080 29.508 Total(Pt) Route 12 1768 17'-8 5.6 29.70 1 (See Notes) 2'lO% 120 28.122 sees* Route 13*ease Sprinkler, T(5-0), E(2'-O), PO(5'-O) 12'-0 0.270391 0.874 180 15'-8 29.70 1.0490 14'-lO% 4.025 33.021 Total(Pt) Route 13 1769 17'-8 5.6 32.37 1 (See Notes) 2'lO% 120 33.419 "" Route 14'.'99 Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12'-0 14'-101/20.317186 0.874 182 15'-8 T( 32.37 1.0490 4.722 39.015 Total(Pt) Route 14 1737 15'-8 5.6 32.77 1 (See Notes) 0'- 101/2 120 34.236 ••'•' Route 15.''.. Sprinkler, E(2'-O), PO(5'-O) 7-0 0.324357 0.008 120 16-8 -. 32.77 1.0490 7'-10½ 2.554 36.798 Total(Pt) Route 15 1271 31-11 47.25 4 5'- 111/2 120 51.720 '••• Route 16'".' Flow (q) from Route 24 0.000694 1270 31-11 47.25 4.2600 5-11% 0.004 , 0 M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v14.3. 10.0 Manually Flowing 4/16/2019 3:18:54PM Page 12 Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 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 (N) and shown as negatve value. Fitting Foot iota? Pf Friction Loss Per Unit (1' Elev(Pe) Node 2 Elev 2 (Foot) ' Total Flow Actual ID (Foot) Friction(Pf) 1270 31'-11 24.83 4 (See Notes) 11 -7 120 51.724 Flow (q) from Route 23 T(26'-4) 26'-4 0001515 1268 31-11 7208 42600 11% 0057 51.782 Total(Pt) Route 16 1238 25'-11 4 9'-l% 120 53.325 ''•• Route 17.'.9' 0003436 1241 26-11 11223 42600 0.031 1241 25'-11 4 (See Notes) 14'10 120 53.357 2fE(6-9114) 13'-7 0.003050 -2.601 1246 311-11 105.22 4.2600 28'-5 0.087 1246 31-11 2 'See Notes) 92'0 120 50. 842 PO(12'-3%) PO(12'-3%) 24'-7Y 2 0.000285 421 31'-11 4.87 2.1570 116-7% 0.033 421 31 '-11 17.04 3 12'-6 120 50.876 Flow (q) from Route 18 0000552 _________ 422 31-11 2191 33340 12 6 0.007 422 31 11 1.80 3 11'-6 120 50.883 Flow (q) from Route 21 0.000639 423 31'-11 23.71 3.3340 , 11 -6 0.007 423 31'-11 3 12'-6 120 50.890 0000473 424 31'-11 2016 33340 12'-6 0.006 424 31'-11 3 (See Notes) 12'6 120 50.896 P0(15 0) 15'-0 0000247 425 31'-11 1418 33340 27'6 0.007 42 5 ' 31-11 3 See Notes) 12'6 120 50.903 PO(15'-0) PO(15'-O) 30'-0 0.000047 426 31'-11 - 5.76 3.3340 42'-6 0.002 426 31-11 4.87 2 (See Notes) 120 50.905 Flow (q) from Route 26 PO(12'-31/2) 12'-31/2 0.001207 1255 31-11 10.63 2.1570 104-3% 0.126 1255 31'-11 116.50 A 12'-6 120 51.031 Flow (q) from Route 19 0.004328 1257 31'-11 . 127.13 4.2600 12'-6 0.054 Flowing 4/16/2019 3:18:54PM Page 13 Job Name: Drawing'! Remote 'Area Nmber: Manually Flowing Date: 4/16/2019 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 negative value. Fitting (Foot)Pf Friction Loss Per Unit (psiFoot' ' Elev(Pe) Node 2 Elev 2 (Foot) ' Total Flow (Q) Actual ID Total Friction(Pt) 1257 31'-11 12.95 4 13'-6 120 51 .085 Flow (q) from Route 25 0005179 1260 31'-11 14008 42600 13'e 0.070 1260 31 11 14.87 4 12'-0 120 51.155 Flow (q) from Route 35 0006241 1262 31-11 154.95 4.2600 12'-O 0.075 1262 31'-11 17.41 4 14'-6 120 51.230 Flow (q) from Route 36 0.007601 1264 31'-11 4 ge 172.36 4.2600 14'-6 0.110 I) I L64 1' 14 3i uu 19. 7 12'-6 120 51.340 Flow (q) from Route 34 0009283 1266 31 11 19204 42600 126 0.116 51.456 Total(Pt) Route 17 1237 2511 122.26 4 1'-4 120 53.320 '••• Route 18 sees* Flow (q) from Route 28 0004026 1238 25'-11 12226 42600 1 0.005 1238 25'-11 2 (See Notes) 2'10 120 53.325 P0(10-0) fE(3 6) 13'-6 0001335 -1.227 1240 28'-9 1003 20670 164 0022 1240 28'-9 2 (See Notes) 94'5 120 52.120 fE(3 6) P0(12 3%) 15'-9% 0001085 1.227 413 26-11 1003 21570 1103 0120 413 25'-111 3 8'-10 120 53.467 0000130 416 26-11 J4 1003 33340 8 10 0.001 416 25'-111 7.01 3 (See Notes) 15'1 120 53.468 Flow (q) from Route 40 2fE(5 0) oI o 0000347 -2.601 421 31 11 - 1704 33340 25' 1 0009 50.876 Total(Pt) Route 18 1252 31'-11 108.08 +8.42 4 12'-6 120 50.985 •••'• Route l9.'... Flow (q) from Route 20 and 38 0.003682 1255 31111 116.50 4.2600 12'-6 0.046 51.031 Total(Pt) Route 19 1,©M.E.P.CAD, Inc. qjAutoSPRINK2O18v14.3.10.0 Manually Flowing 4/16/2019 3:18:54PM Page 14 Job Name: Drawing 1 Remote Area Number: Manually Flowing Date: 4/16/2019 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 Friction Loss Per Unit (psi' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1250 31'-11 102.09 + 5.98 4 12'-6 120 50.945 Route 20...'. Flow (q) from Route 22 and 37 0.003205 1252 31'-11 108.08 4.2600 12'-6 0.040 50.985 Total(Pt) Route 20 1246 31'-11 4.87 4 12'-6 120 50.842 '•'• Route 21*sees Flow (q) from Route 17 0.002794 1247 31'-11 100.35 4.2600 12'-6 0.035 1247 31'-11 2 (See Notes) N 92'0 120 50.877 PO(12'-3%) PO(12'-3%) i 24-'7,4 0.000045 422 31'-11 1.80 2.1570 116'-7% 0.005 50.883 Total(Pt) Route 21 1247 31-11 1.80 4 11'-6 120 50.877 ''•• Route 22'•'•' Flow (q) from Route 21 0.002702 1248 31'-11 98.55 4.2600 11'-6 0.031 1248 31-11 355 4 12'-6 120 50.908 Flow (q) from Route 39 0002885 1250 31 11 10209 42600 12 6 0.036 50.945 Total(Pt) Route 22 433 31'-11 3 (See Notes) 10-11% 120 51.091 ''•' Route 23''''' T(1 5'-O) PO(15'-0) 30'-0 0.000696 434 31'-11 24.83 3.3340 40'-l1% 0.028 434 31'-11 2 (See Notes) 92'0 120 51.120 PO(12'-3%) 12'-3% 0.005800 1270 31'-11 24.83 2.1570 104'-3% 0.605 51.724 Total(Pt) Route 23 432 31'-11 20.10 3 (See Notes) 3-6% 120 50.998 .'.' Route 24'.'.' Flow (q) from Route 1 T(1 5'-O) 15'-0 0.004998 433 31'-11 72.08 3.3340 18'-6% 0.093 433 31'-11 24.83 3 (See Notes) 166'0 120 51.091 Flow (q) from Route 23 7E(7'-O), 3T(15'-O), P0(15-0) 0.002288 -0.000 1271 31'-11 47.25 3.3340 275'-0 0.629 51.720 Total(Pt) Route 24 ,©M.E.P.CAD, Inc. jjjAutoSPRINK2018v14.3.10.O Manually Flowing 4/16/2019 3:18:54PM Page 15 Page 16 Job Name: Drawing 1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U• Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Filling/Device (Equivalent Length) Pressure Losses, when applicable are added directly to (Pt) and shown as "glue. a negative Filling (Foot) Pf Friction Loss P Unit (psi) Elev(Pe)Fixed Node 2 Elev 2 (Foot) 1 Total Flow Actual ID Total (Foot) Friction(Pf) 430 31'-11 111.85 3 10-3% 120 50.852 ***so Route 25.'". Flow (q) from Route I 0002550 429 31'-11 5011 33340 103% 0.026 429 31'-11 3 12'-0 120 50.879 0.001158 428 31'-11 32.69 3.3340 12-0 0.014 428 31'-11 3 (See Notes) 13'6 120 50.892 P0(15-0) 15-0 0000377 427 31'-11 1782 33340 286 0011 427 31'-11 2 (See Notes) 92'0 120 50.903 PO(12'-31/2) 12'-3% 0.001740 1257 31'-11 12.95 2.1570 104'-31/2 0.181 51.085 Total(Pt) Route 25 427 31'-11 3 (See Notes) 126 120 50.903 ••••' Route 26...'. PO(15'-O) P0(15 0 30'-0 0000034 426 31'-11 - 487 33340 42-6 0.001 50.905 Total(Pt) Route 26 387 13'-1 284.83 3 (See Notes) 98'-61/2 120 54.742 '•••• Route 27 Flow (q) from Route 1 2E(7'-O) 14-0 0.014046 -0.026 1234 13-2 126.01 3.3340 112'-61/2 1.580 56.297 Total(Pt) Route 27 1307 111-0 • 245.80 3 (See Notes) 19'-7 120 59.148 ".. Route 28 ' '"' Flow (q) from Route 1 2E(7'-O), P0(15-0) 29'-O 0.013282 -6.473 1237 25-11 122.26 3.3340 48'7 0.645 53.320 Total(Pt) Route 28 393 15-8 16.03 12'-0 120 28.218 0"9oRoute29""' Flow (q) from Route 7 0.004171 503 ____ 16-8 • 7.20 1.4420 12-0 0.050 28.268 Total(Pt) Route 29 392 15-8 7.05 1% 12'-0 120 21.559 ••" Route 30..... Flow (q) from Route 1 0.015319 502 16-8 14.54 1.4420 12-0 0.184 21.742 Total(Pt) Route 30 Job Name: Draing1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U• & DevrSeS 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 n9gatve mail ia Fitting (Foot) Pf Friction Loss Per Unt (psi) I Elev(Pe) Node 2 Elev 2 (Foot) t Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 189 15'-8 29.04 + 33.63 1% (See Notes) 122 120 49.288 ' Route 31 Flow (q) from Route 32 and E(31-8%) 31 81/2 0.228573 351 15-8 62.67 1.4420 1511O1,/2 3.630 351 158 1v2 (See Notes) 10 120 52.918 P0(8 0) 8'-O 0133642 0.428 350 148 6267"16100 90 1.201 54.547 Total(Pt) Route 31 183 15-8 11/4 (See Notes) 30'-9% 120 46.772 •• •'' Route 32'.'.' T(71-5) T(7'-5) 1410% 0.055076 0.001 189 15-8 29.04 1.4420 4518 2.516 49.288 Total(Pt) Route 32 121 158 1Y4 (See Notes) 36l21/2 120 45.865 '••• Route 33'•'" T(7'-5) E(3 -8%) 11'-2 0.072268 -0.000 189 16-8 33.63 1.4420 3423 49.288 Total(Pt) Route 33 431 31'-11 2 (See Notes) 92'-0 120 50.900 so*** Route 349999. PO(121-3%) Z, PO(121-3%) 24l71/2 0.003772 1264 31'-11 19.67 2.1570 116-7% 0.440 51.340 Total(Pt) Route 34 428 31-11 2 (See Notes) 92-0 120 50.892 '•'• Route 35 ' P0(12-3%) PO(12'-3%) 24l71/2 0.002248 1260 31-11 - 14.87 2.1570 1167% 0.262 51.155 Total(Pt) Route 35 429 31-11 2 (See Notes) 92l0 120 50.879 ''" Route 36''." PO(12'-3%) P0(12-3%) 24'-7% 0.003009 1262 3111 17.41 2.1570 116'-7% 0.351 51.230 Total(Pt) Route 36 424 31-11 2 (See Notes) 920 120 50.896 **see Route 37•''" PO(12-31/2) PO(12'-3%) 2471/2 0.000417 1250 31'-11 5.98 2.1570 116-71/2 0.049 50.945 Total(Pt) Route 37 ,©M.E.P.CAD, Inc. AutoSPRlNK2018vl4.3.10.0 Manually Flowing 4/16/2019 3:18:54PM Page 17 age 18 Job Name: Drawing 1 Remote Area Ntmber: Manually Flowing Date: 4/16/2019 Pipe Information Node I Elev i (Foot) K- Factor Flow added this step Nominal ID Fittings Devices E Equiv. Length (Foot) Length (Foot) C Factor Total( PQ Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses when applicable, are added directly to (Pt) and shown as negative 'u'alue a Fitting (Foot) _________ Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 'Foot' - Total Flow ' ' Actual ID Total (Foot) Fructuon(Pf) 425 31'-11 5.76 2 (See Notes) 92'-0 120 50.903 •''• Route 38••••• Flow (q) from Route 17 P0(12'3%) 12-3% 0.000785 1252 31'-ll 8.42 2.1570 104'31,4 0.082 50.985 Total(Pt) Route 38 423 31-11 2 (See Notes) 92'-0 120 50.890 •••" Route 39••••• PO(12'-3%) P0(12 3%) 24'-71/2 0.000158 1248 3V-1 1 . 355 21570 1167% 0.018 50.908 Total(Pt) Route 39 1241 25'-11 2 (See Notes) 6-2 120 53.357 •••••Route 40••••• PO(10'-0) fE(3 6) 13'-6 0000687 -2.673 1243 32'-1 701 20670 198 0014 1243 32'-1 2 (See Notes) 110'O% 120 50.697 8E(6'-2), fE(3 6) P0(12 3%) 651-01/2 0000558 2.673 416 25-11 701 2.1570 175' 1 0.098 53.468 Total(Pt) Route 40 71 Job Name: Dra,ing1 Remote Area NlJmber: Manually Flowing Date: 4/16/2019 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 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 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 Z Caø ,©M.E.P.CAD, Inc. 11 AutoSPRINK 2018 v14.3.10.0 Manually Flowing 4/16/2019 3:18:54PM Page 19 Hydraulic Calculations for Project Name: Drawing 1 Location: Drawing Name: PIPING PLAN 03-08-19 Design Remote Area Number: REMOTE AREA #3 Calculation Date: 4/16/2019 Occupancy Classification Light Hazard Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In-rack Demand: Hose Streams: 0.10gpm/ft2 I 500ft (Actual 1507ft2) 256ft2 Pendent 12 N/A gpm at Node: N/A 250.00 at Node: 1 Type Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 1226.15@99.479 Type of System: Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes: Page 1 5000 0500 '000 1500 4000 4500 2000 3000 2500 3500 Flow - gpm .,© M.E.P.CAD, Inc. M1 AutoSPRINK 2018 04.3.10.0 4/16/2019 3:19:12PM Page 2 0 6C Job Name: Drawing I Remote Area Number: REMOTE AREA #3 150- 12( 13 15 45 9c - - - . Water Supply Summary Sheet Node: 1 Static Pressure 120.000 Static L 226.15 ©118.662____ Pressure 108.000(90%) 500.00@103.50(90%) -- 976.15 @ 99.479 . - I 1226.15 with Hose - Allowance at Source System demand curve iW"W_j I lIIIIIII 111111111 111111111 111111111 III I! I I I I I I I I I I I I I I I I I I I I I I Hydraulic Graph N 1.85 Date: 4/16/2019 DVi Job Number: I Report Description Light Hazard (REMOTE AREA #3) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1735 27.11 25.04 5.6 23.427 Sprinkler 1736 29.33 25.04 5.6 27.431 Sprinkler 1737 32.77 25.04 5.6 34.253 Sprinkler 1763 25.28 25.04 5.6 20.381 Sprinkler 1767 28.14 25.04 5.6 25.258 Sprinkler 1768 29.70 25.04 5.6 28.131 Sprinkler 1769 32.38 25.04 5.6 33.434 Sprinkler 1776 25.09 25.04 5.6 20.079 Sprinkler 1777 27.51 25.04 5.6 24.136 c Sprinkler 1829 25.04 25.04 5.6 20.000 Sprinkler 1830 27.37 25.04 5.6 23.887 Sprinkler 1873 25.15 25.04 5.6 20.170 Sprinkler 1874 27.39 25.04 5.6 23.930 Sprinkler 1925 25.83 25.04 5.6 21.268 Sprinkler 1926 27.85 25.04 5.6 24.734 Sprinkler 1953 46.84 32.00 8 34.274 Sprinkler 1954 46.67 32.00 8 34.036 Sprinkler 1971 45.25 32.00 8 31.988 Sprinkler 1972 47.11 32.00 8 34.675 Sprinkler 1996 46.78 32.00 8 34.195 Sprinkler 2030 47.72 32.00 8 35.582 Sprinkler 2031 45.70 32.00 8 32.628 Sprinkler 2072 46.48 25.60 8 33.759 Sprinkler 2099 45.07 32.00 8 31.743 Sprinkler 2100 46.91 32.00 8 34.377 Sprinkler 2121 48.67 32.00 8 37.018 Sprinkler 2122 46.99 32.00 8 34.508 c Most Demanding Sprinkler Data .,©M.E.P.CAD, Inc. AutoSPRINK2018v1431O.O lO•lADrtA .'. Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply J_120.000 115.000 1 2500.00 118.662 1226.15 99.479 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 -3-0 Supply 99.479 976.15 1735 15-8 Sprinkler 23.427 27.11 1736 15-8 Sprinkler 27.431 29.33 1737 15-8 Sprinkler 34.253 32.77 1763 15-8 Sprinkler 20.381 25.28 1767 17-8 Sprinkler 25.258 28.14 1768 17'-8 Sprinkler 28.131 29.70 1769 17-8 Sprinkler 33.434 32.38 1776 15-8 Sprinkler 20.079 25.09 1777 17'-8 Sprinkler 24.136 27.51 1829 16-8 Sprinkler 20.000 25.04 1830 17-8 Sprinkler 23.887 27.37 1873 15-8 Sprinkler 20.170 25.15 1874 17'-8 Sprinkler 23.930 27.39 1925 15-8 Sprinkler 21.268 25.83 1926 17-8 Sprinkler 24.734 27.85 1953 25-0 Sprinkler 34.274 46.84 1954 26-0 Sprinkler 34.036 46.67 1971 25-0 Sprinkler 31.988 45.25 1&© M.E.P.CAD, Inc. AutoSPRINK 2018 04.3: 4/16/2019 3:19:17PM Page 4 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1972 25-0 Sprinkler 34.675 47.11 1996 25-0 Sprinkler 34.195 46.78 2030 22-0 Sprinkler 35.582 47.72 2031 22-0 Sprinkler 32.628 45.70 2072 26-0 Sprinkler 33.759 46.48 2099 26-0 Sprinkler 31.743 45.07 2100 25-0 Sprinkler 34.377 46.91 2121 26-0 Sprinkler 37.018 48.67 2122 25-0 Sprinkler 34.508 46.99 3 0'-6 93.821 4 4-0 96.113 116 16-8 25.231 118 15-8 29.519 120 15-8 36.816 121 15-8 45.890 127 13-1 54.204 167 15-8 22.124 178 15-8 29.775 180 16-8 33.032 182 16-8 39.032 183 15-8 46.797 189 16-8 49.324 190 13-1 54.269 3:19:17PM Page Job Name: Drawingi Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 260 16-8 21.643 261 16-8 28.502 350 14-8 54.602 351 16-8 52.968 387 13-1 54.768 392 15-8 21.559 393 15-8 28.220 413 25'-11 52.061 416 25'-11 52.049 421 31'-11 49.412 422 31'-11 49.370 423 31-11 49.370 424 31'-11 49.525 425 31-11 49.963 426 31'-11 50.323 427 31-11 50.610 428 31'-11 50.845 429 31'-11 50.984 430 31-11 51.046 431 31'-11 51.250 432 31-11 51.687 433 31'-11 52.112 434 31'-11 52.243 160 M.E.P.CAD, Inc. M AutoSPRINK 2018 04.3. 4/16/2019 3:19:17PM Page 6 Job. Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 502 15-8 21.741 503 15-8 28.269 613 15-8 22.917 614 16-8 29.180 641 31-11 48.052 642 31'-11 45.834 709 31'-11 45.563 712 31'-11 46.675 769 31'-11 45.534 772 31-11 46.552 842 31-11 47.972 844 31'-11 46.555 922 31'-11 45.639 924 31'-11 46.732 1007 31-11 48.099 1008 31-11 45.968 1234 13-2 56.252 1237 25-11 52.559 1238 25'-11 52.553 1240 28-9 51.260 1241 25'-11 52.553 1243 32-1 49.829 1246 31-11 49.953 1,© M.E.P.CAD, Inc. 111 AutoSPRlNK 2018 v14.3. 4/16/2019 3:19:17PM Page 7 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1247 31'-11 49.957 1248 31-11 49.996 1250 31-11 50.157 1252 31'-11 50.468 1255 31-11 50.818 1257 31'-11 51.207 1260 31'-11 51.678 1262 31-11 52.153 1264 31-11 52.814 1266 31-11 53.477 1268 31-11 55.283 1270 31-11 55.019 1271 31-11 55.000 1294 13'-2 56.373 1307 111-0 59.058 1393 11-0 70.129 ,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3: 4/16/2019 3:19:17PM Page 8 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i K-Factor Flow added Nominal ID Fiffirips & Length C Factor Total(Pt) Notes (Foot) this step Devices (Foot) Fitting/Device (Equivalent Filling (Foot) . Pt Friction Elev(Pe) Equiv. Length) Fixed Pressure Losses, Elev 2 Total Flow Node 2 Actual ID Length Loss Per Unit (psi) when applicable, are added Total (Foot) I wow (Q) (Foot) (Foot) Fructuon(Pt) directly to (PQ and shown as 1829 15'-8 5.6 25.04 1 (See 0'-10Y2 120 20.000 '••• Route I Notes) Sprinkler, 7'-0 0.005 392 15 8 2504 1 0490 0 197277 E(2 0) P0(5 0) 7 10% 1.554 392 15-8 11/4 10-0 120 21.559 0.008464 260 15'-8 10.55 1.4420 10-0 0.085 - 260 15'-8 25.09 11/4 5'-11Y2 120 21.643 Flow (q) from Route 2 0080476 167 158 3564 14420 5-11% 0.480 167 15'-8 25.28 1% (See 10'7Y2 120 22.124 Notes) Flow (q) from Route 4 3-8/2 0.000 116 15'-8 60.93 1.4420 0.216956 E(3'-8%) 14'-4 3.107 116 16-8 27.10 1% 101-0 120 25.231 Flow (q) from Route 6 0.428612 0.002 118 15'-8 88.03 1.4420 4.286 118 16-8 29.32 1% 101-0 120 29.519 Flow (q) from Route 12 0.001 120 16-8 117.36 1.4420 0.729636 io'-o 7.296 120 16-8 32.77 1% (See 0'5% 120 36.816 Notes) Flow (q) from Route 15 0.000 121 158 .t.. 15013 14420 1150754 T(7 5) 7-10% 9.073 121 16-8 1% (See 2'-7 120 45.890 1.117 Notes) 127 13'-1 116.45 1.4420 0.719146 PO(7'-5) 7.197 127 13'-1 3 5'-5 120 54.204 -0.001 190 13'-1 116.45 3.3340 0.012138 0.066 190 13'-1 108.86 3 12'-2 120 5.4.269 Flow (q) from Route 7 -0.001 387 13'-1 225.31 3.3340 0.041156 12-2 0.501 387 13'-1 3 (See 32'4V2 120 54.768 Notes) 22'-0 -0.687 T(1 6-0) 350 14'-8 102.37 3.3340 0.009564 E(7-0) ] 0.520 , 0 M.E.P.CAD, Inc. 111 AutoSPRINK 2018 04.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 9 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fillings & Devices Equiv.F jti (Foot) I Length (Foot) C Factor Total(Pt) Notes Filling/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as I p negative valu9 Fitting Pf Friction Loss Per Unit I Elev(Pe) Node 2 Elev 2 (Foot) ______ Total Flow (Q) Actual ID I I (Foot) Friction(Pt) I 350 ' 14'-8 ' 62.67 ' 3 ' (See Notes) ' 125'-2½ ' 120 54.602 ' Flow (q) from Route 32 2T(15'0), 2E(7'O) 44'-0 0023172 -7.476 430 31'-11 16517 33340 1692½ 3.921 430 31'-11 8018 3 4'-2% 120 51.046 Flow(q)from Route 17 0048184 431 31'-11 24535 33340 4'-2% 0.203 431 31'-11 3 12'-6 120 51.250 0.034960 432 31'-11 _____ 206.28 3.3340 12'-6 0.437 432 31'-11 2 (See Notes) 92'0 120 51.687 P0(1 2'-31/2) P0(1 2'-31/2) 24'-7½ 0015357 1266 31'11 4203 21570 11671/2 1.791 1266 31'-11 192.04 4 (See Notes) 2'-11 120 53.477 Flow (q) from Route 17 T(26'-4) 26'-4 0.061776 1268 31'-11 534.96 4.2600 29-3 1.806 1268 31'-11 72.08 4 (See Notes) 30-7 120 55.283 Flow (q) from Route 16 2E(13-2) 26'-4 0101382 9.076 1393 11 0 69922 42600 56 5.770 1393 11-0 131.71 4 (See N iotes) 30'9 120 70.129 Flow (q) from Route 3 2E(13'-2), f(-0.000), CV(28'-11 ½) BV(15 9½) 71'-1 0.187945 4.547 3 0'-6 976.15 4.2600 101'-10'/2 2 19 144 3 0'-6 6 (See Notes) 167 140 93.821 E(24 2%) 24'-21/2 0019467 - 2 1.517 4 30 : 97615 64000 0.775 4 4-0 6 (See Notes) 121'11 150 96.113 E(21'-7), EE(10'-9½), S 32'-4 0.021822 0.000 I -3'-O 976.15 6.0900 154'-3 3.366 250.00 99.479 Hose Allowance At Source Total(Pt) Route 1 1 7 1226.15 1776 16-8 5.6 25.09 1 (See Notes) 0'-10½ 120 20.079 •••'' Route 2"... Sprinkler, E(2'-O), P0(5-0) 7'-0 0.197998 0.005 260 16-8 - 25.09 1.0490 7-10,4 1.559 1AI0M.E.P.CAD, Inc. AutoSPRlNK201804.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 10 Job Nane: Drawingi Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 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 FittingiDevice (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 (psi) Elev(Pe) Node 2 Elev 2 (Foot) - ': Total Flow Actual ID Total (Foot) Friction(Pf) 21.643 Total(Pt) Route 2 1873 16-8 5.6 25.15 1 (See 0'-10Y2 120 20.170 '.•• Route 3 Notes) ..... Sprinkler, E(2'-O), PO(5'-O) T-0 0.198832 0.005 502 16-8 25.15 1.0490 7101/ 1.566 502 16-8 14.54 1% 12'0 120 21.741 Flow (q) from Route 31 0.097975 613 15'-8 39.64 1.4420 12 0 1.176 613 16-8 25.83 1% (See Notes) 112'0 120 22.917 Flow (q) from Route 5 3E(3'81/2), PO(T-5) 18'-7 0.247834 1.092 1294 13'-2 65.47 1.4420 130'-7 32.364 1294 132 188.45 3 (See Notes) 6-10 120 56.373 Flow (q) from Route 8 2E(7'-O), T(15-0) 29'-0 0.050181 0.937 1307 11'-0 250.79 3.3340 34'- 10 1.748 1307 11-0 26.14 3 (See Notes) 153'71/2 120 59.058 Flow (q) from Route 29 T(1 5'-O), P0(16-0) 30-0 0.060283 0.002 1393 111-0 276.93 3.3340 183'-7½ 11.069 70.129 Total(Pt) Route 3 1763 15'-8 5.6 25.28 1 (See Notes) 1'-8 120 20.381 SiS Route Sprinkler, E(2'-O), PO(5'-O) 7'-0 0200753 0.005 167 16-8 2528 1.0490 8'-8 1.737 22.124 Total(Pt) Route 4 1925 16-8 5.6 25.83 1 (See Notes) 0'-10Y2 120 21.268 00009Route 5'•' Sprinkler, E(20), PO(5'-O) 7'-0 0.208816 0.005 613 15-8 'Y 25.83 1.0490 7'-lO% 1.644 22.917 Total(Pt) Route 5 1735 16-8 5.6 27.11 1 (See Notes) 0'10Y2 120 23.427 ..... Route 6 Sprinkler, E(2'-O), PO(5'-O) 7'-0 0.228359 0.005 116 15'-8 27.11 1.0490 7'-lO% 1.798 25.231 Total(Pt) Route 6 1830 17'-8 5.6 27.37 1 (See Notes) 1 2'10Y2 120 23.887 ''•Route7•". Sprinkler, T(5'-0), E(2-0), PO(5'-O) 12'-0 0.232498 0.872 393 15-8 27.37 1.0490 14'-101/2 3.461 1,©M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 11 M Page 12 Job Name: Drawng1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 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, are added directly to (Pt) and shown as negative Value Fitting (Foot) Pt Friction Loss Per Unit si Elev(Pe) Node 2 Elev 2 (Foot) j Total Flow (Q) Actual ID Total 'F • 00, Friction(Pt) 393 15'-8 11,4 101-0 120 28.220 0028215 261 16-8 2023 14420 101-0 0.282 261 15'-8 27.51 1% (See Notes) 5'-6 120 28.502 Flow (q) from Route 9 E(3'-8Y2) 3'-8½ 0.138168 178 15'-8 47.74 1.4420 9'-21A 1.273 178 15'-8 2814 11/ 10-0 120 29.775 Flow (q) from Route ii 0.325659 101-0 0.002 180 16-8 75.88 1.4420 3.255 180 15-8 29.70 In 101- a 120 33. 032 Flow (q) from Route 13 0600009 0.000 182 158 1 10559 14420 100 6.000 182 16-8 32.37 1% (See Notes) 0'-5Y2 120 39.032 Flow (q) from Route 14 T(7'-S) 0.984167 -0.000 183 15'-8 137.97 1.4420 7-laY2 7.765 183 16-8 1% (See Notes) 2'7 120 46.797 P0(75) 0634891 1.117 190 13'-1 10886 14420 100 6.355 54.269 Total(Pt) Route 7 1874 17'-8 5.6 27.39 1 (See Notes) 2'10Y2 120 23.930 ''•• Route 8'.'" Sprinkler, T(6-0), E(2' 0) P0(5 0) 12'-0 0232890 0.872 503 15 *-8 2739 1.0490 14'-10'/2 3.467 503 15-8 7.20 14 12'-O 120 28.269 ______ Flow (q) from Route 30 0075911 614 15'8 3454 14420 120 0.911 614 16-8 27.85 1% (See Notes) 991 9 120 29.180 Flow (q) from Route 10 2E(3'-8%), P0(7-5) 14'- 101/2 0.226681 1.092 1234 13'-2 62.39 1.4420 114'-7Y2 25.980 1234 13'-2 126.01 3 4'-2% 120 56.252 Flow (q) from Route 28 0.028673 1294 13'-2 185.32 3.3340 4'-2% 0.121 56.373 Total(Pt) Route 8 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID Fiftinps & 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 (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1777 17'-8 5.6 27.51 1 (See Notes) 2-10% 120 24.136 s 9 ' Route 9'"' Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12-0 0.234737 0.872 261 15'-B 27.51 1.0490 14'-lO% 3.494 28.502 Total(Pt) Route 9 1926 17'-8 5.6 27.85 1 (See Notes) 2-10% 120 24.734 ••••• Route 10..... Sprinkler, T(5'-O), E(2'-O), P0(5-0) 12-0 0.240113 0.872 614 15'-8 27.85 1.0490 14'-10½ 3.574 29.180 Total(Pt) Route 10 1767 17'-8 5.6 28.14 1 (See Notes) 2-10% 120 25.258 ••'"Route ll" Sprinkler, T(5'-0), E(2'-O), PO(5'-O) 12'-0 0.244821 0.872 178 15'-8 28.14 1.0490 14'-lO% 3.644 29.775 Total(Pt) Route 11 1736 15'-8 5.6 29.33 1 (See Notes) 0-10% 120 27.431 ••''• Route 12"" Sprinkler, E(2'-O), PO(5'-O) 7'-0 0.264239 0.007 118 15'-8 29.33 1.0490 7'-lO% 2.081 29.519 Total(Pt) Route 12 1768 17'-8 5.6 29.70 1 (See Notes) 2-10% 120 28.131 ""Route 13..... Sprinkler, T(5' 0) E(2 0) P0(5 0) 12'-0 0270475 0.874 180 15-8 29.70 1.0490 14'-101/2 4.026 33.032 Total(Pt) Route 13 1769 17'-8 5.6 32.38 1 (See Notes) 2-10% 120 33.434 ..... Route 14'..'. Sprinkler, T(5-0) E(2 0) P0(5 0) 12-0 0317322 0.874 182 15-8 I. 32.38 1.0490 14 10% 4 724 39.032 Total(Pt) Route 14 1737 15'-8 5.6 32.77 1 (See Notes) 0-10% 120 34.253 ..... Route 15..... Sprinkler, E(2 0) P0(5 0) 7'-0 0.324501 0.008 120 116-8 32.77 1.0490 T-110% 2.555 36.816 Total(Pt) Route 15 2099 26-0 8 45.07 1 (See Notes) 14'-101/2 120 31.743 ""'Route 16""' Sprinkler, 2E(2'-O), T(5'-0), PO(5'-O) 14-0 0.585088 -2.999 922 31'-11 45.07 1.0490 28'-101/2 16.894 1A,©M.E.P.CAD, Inc. AutoSPRlNK201804.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 13 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node I K-Factor Flow added this step Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative valuL Fitting (Foot) Pf Friction Loss Per Unit (psi) ev e, El 'P' Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total Friction(PO 922 31'-11 26.52 2 8'-0 120 45.639 Flow (q) from Route 49 0041145 1008 31'-11 7159 21570 80 0.329 1008 31'-11 46.99 2 (See Notes) 26-2 120 45.968 Flow (q) from Route 23 PO(12'-3Y2) 12'-3Y2 0.104660 1248 31-11 118.59 2.1570 38'-6 4.028 1248 31'-11 3.55 4 12'-6 120 49.996 Flow (q) from Route 39 012880 0.012880 '-6 1250 31'-11 22923 42600 126 0.161 1250 31'-11 102.09 + 5.98 4 12'-6 120 50.157 Flow (q) from Route 22 and 37 0.024897 1252 31'11 -- 32733 42600 12'6 0.311 1252 31'-11 108.08 + 8.42 4 12'-6 120 50.468 Flow (q) from Route 20 and 38 0027962 _____________ 1255 31-11 34853 42600 12 6 0.350 1255 31'11 116.50 4 12-6 120 50.818 Flow (q) from Route 19 0.031154 1257 31-11 36950 42600 12'-6 0.389 1257 31'-11 12.95 4 13'-6 120 51.207 Flow (q) from Route 25 0.034871 1260 31'-11 392.71 4.2600 13'-6 0.471 1260 31'-11 14.87 4 12'-0 120 51.678 Flow (q) from Route 27 0.039572 1262 31'-11 420.50 4.2600 12'-0 0.475 1262 31'-11 17.41 4 14'- 120 1536 52. Flow (q) from Route 36 0.045578 1264 31'-11 453.87 4.2600 14'-6 0.661 1264 31'-11 19.67 4 12-6 120 52.814 Flow (q) from Route 35 0.053099 1266 31'-11 492.93 4.2600 -i 12'-6 0.664 53.477 Total(Pt) Route 16 1971 25-0 8 45.25 1 (See Notes) 14-1 2 120 31 . 988 '•'•Route17''''' Sprinkler, 2E(2'-O), T(5'-O), PO(5'-O) 14'-O 0.589267 -2.999 709 31'-11 45.25 1.0490 28'-1Y2 16.573 L 0 M.E.P.CAD, Inc. L911 AutoSPRINK 2018 v14.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 14 Job Name: Drawing 1 Remote Area Nu'mber: REMOTE AREA #3 Date: 4/16/2019 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 valug Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) - Total Flow Actual ID Total (Foot) Friction(Pf) 709 31 11 19.18 2 8'-0 120 45.563 Flow (q) from Route 18 033848 0.033848 '-0 642 31'-11 * 6442 21570 80 0.271 642 31'-11 46.67 2 'See Notes) 26-10 120 45. 834 Flow (q) from Route 19 P0(12 3%) 12-3% 0092756 423 31'-11 11110 21570 38 3.537 43 31'-11 6.45 12'-6 120 49.370 Flow (q) from Route 21 012351 0.012351 '-6 424 31-11 ' 11755 33340 126 0.154 424 31'-11 89.18 3 12'-6 120 49.525 Flow (q) from Route 20 0.035097 425 31'-11 206.72 3.3340 12'-6 0.439 425 31'-11 3 12'-6 120 49.963 0028731 426 31'-ll 185.53 3.3340 12'-6 0.359 426 31'-11 4.87 3 12'-e 120 50.323 Flow (q) from Route 26 0023012 427 31'-11 16455 33340 12-6 0.288 427 31'-11 3 13'-6 120 50.610 0.017371 428 31'-11 141.34 3.3340 13'-6 0.235 428 31'-11 3 12'-0 120 50.845 0.011586 429 311'-11 113.55 3.3340 12-0 0.139 429 31'-11 3 10'-31/2 120 50.984 0006086 430 31'll 8018 L-------- j- 33340 103% 0.063 51.046 f Total(Pt) Route 17 2031 22-0 8 45.70 ______________ 1 (See Notes) 191-8 120 32.628 ••.'. Route 18 Sprinkler, 2E(2'-O), PO(5'-O) 91-0 0.600164 -4.299 769 31'-11 45.70 __________ 1.0490 2818 17.205 769 31-11 2 8'-0 120 45.534 0.003597 709 31111 - 19.18 2.1570 8'-0 0.029 /16/2019 3:19:21 PM Page 15 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 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 (Mand shown as a nag-tome ralue. Total(Pt) Route 18 Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 45.563 1954 26-0 8 46.67 1 (See Notes) 14'-8Y2 120 34.036 '••• Route 19 ee— Sprinkler, 2E(2'-O), PO(5'-O) 91-0 0.624078 -2.999 642 31'-11 46.67 1.0490 23'-8?/2 14.796 45.834 Total(Pt) Route 19 1996 26-0 8 46.78 1 (See Notes) 15'-6 120 34.195 ••••• Route 2O'•••' Sprinkler, 2E(2'-O), PO(5'-O) 91-0 0.626769 -2.999 772 31'-11 fo 46.78 1.0490 24'-6 15.356 772 31'-11 2 8'-0 120 46.552 0.015385 712 31'-11 42.07 2.1570 8'-0 0.123 712 31'-11 47.11 2 (See Notes) 33'10 120 46.675 Flow (q) from Route 24 D0(12'31,) 0.061767 424 31'-11 89.18 2.1570 2.849 49.525 Total(Pt) Route 20 1953 26-0 8 46.84 1 (See Notes) 12'-81/2 120 34.274 '•'• Route 21 Sprinkler, 2E(2'O), T(60), PO(5'O) 14'-0 0.628116 -2.999 641 31-11 46.84 1.0490 26'-81/2 16.776 641 31'-11 18.33 2 (See Notes) 25'10 120 48.052 Flow (q) from Route 25 P0(12-3%) 12'-31/2 0034570 422 31'-11 6516 21570 38'l% 1318 422 31-11 23.71 3 11'-6 120 49.370 Flow (q) from Route 17 0000057 423 31'11 645 33340 11 -6 0.001 49.370 Total(Pt) Route 21 2100 26-0 8 46.91 1 (See Notes) 10'-41/2 120 34.377 .... Route 22 9999* Sprinkler, 2E(2'-O), T(5'-0), PO(5'-O) 14'-0 0.629862 -2.999 924 31'-ll 46.91 1.0490 24'-4% 15.353 924 31'-11 51.20 2 (See Notes) 34'-2 120 46.732 Flow (q) from Route 27 P0(1 2'-31/2) 12'-3% 0.073689 1250 31'11 98.10 2.1570 46-6 3.425 50.157 Total(Pt) Route 22 lk,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 16 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID FUn s & Devices Equiv. Length (Foot) Length (Foot) C Factor a Total(Pt) Notes Fitting/Device (Equivalent ..i n Length) 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) 2122 25'-0 8 46.99 1 (See Not / 13'-10% 120 34.508 ••'•• Route 23"'.' Sprinkler 2E(2'-O), PO(5'-O) 9-0 0.632073 -2999 1008 31'-11 46.99 1.0490 22'-10% 14.459 45.968 Total(Pt) Route 23 1972 26-0 8 47.11 1 (See N ' 9'J% 120 34.675 Route 24' eeee Sprinkler, 2E(2'-O), T(5'-O), PO(5'-O) 14'-O 0.634899 -2.999 712 31-11 - -- 47.11 1.0490 23'-7Y2 14.999 46.675 Total(Pt) Route 24 2030 22'-O 8 47.72 1 (See Notes) 16'-8 120 35.582 '"' Route 25 Sprinkler, 2E(2 0) P0(50) 9-0 0650247 -4.299 842 31'-11 4772 10490 258 16.690 842 31'-11 2 24'-0 120 47.972 0.003308 641 31'-11 18.33 2.1570 24'-O 0.079 48.052 Total(Pt) Route 25 2121 26-0 8 48.67 1 (See Notes) 11'-101/2 120 37.018 '•'" Route 26''•" Sprinkler, 2E(2'-O), PO(5'-O) 91-0 0.674486 0.674486 -2.999 1007 31'-11 48.67 1.0490 20-101 14.080 1007 31'-11 29.39 2 (See Notes) 26-2 120 48.099 Flow (q) from Route 50 P0(12 3%) 12'-31/2 3 :8: 0048291 1247 31-11 7807 21570 1.858 1247 31'-11 32.57 4 11-6 120 49.957 Flow (q) from Route 30 0003347 1248 31 11 11064 42600 11-6 0.038 49.996 Total(Pt) Route 26 2072 26-0 8 46.48 1 (See Notes) 16'-6 120 33.759 '"..Route 27 ' Sprinkler, 2E(2'-O), PO(5'-O) 'o 0.619373 -2.999 844 31'-11 46.48 1.0490 25-6 15.794 844 31-11 4.71 2 8'-0 120 46.555 Flow (q) from Route 46 0022125 924 31'-11 5120 21570 8-0 0.177 46.732 Total(Pt) Route 27 ,©M.E.P.CAD, Inc. AutoSPRlNK2O18v14.3.1O.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 17 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U• 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 yalue Fitting (Foot) ion Loss Per Unit (psi) I Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1271 31-11 47.25 4 5'-1U./2 120 55.000 ••'•• Route 28*sees Flow (q) from Route 24 0003183 6-111 1270 31'-11 10768 42600 Y2 0.019 1270 31-11 24.83 4 (See Notes) 11'7 120 55.019 Flow (q) from Route 23 T(26'-4) 26-4 0.006953 37'-11 Y2 55.283 1268 31'-11 164.26 4.2600 0.264 Total(Pt) Route 28 1243 32'-1 15.88 2 (See Notes) 62 120 49.829 ••'•'Route 29..... Flow (q) from Route 32 PO(10'-O) o'o 0.003122 2.67-3 1241 25'-11 15.88 2.0670 16-2 0.050 1241 25'-11 105.22 4 91-1% 120 52.553 Flow (q) from Route 17 0000012 1238 251-11 530 42600 I 9-1% 0.000 1238 25'-111 20.84 4 (See Notes) 14 120 52.553 Flow (q) from Route 31 P0(26'-4) 26'-4 0.000232 1237 26-11 26.14 4.2600 27'-8 0.006 1237 25-11 122.26 3 (See Notes) 19'7 120 52.559 Flow (q) from Route 18 2E(7'-0 14'-0 0.000765 6.473 1307 11'-0 26.14 3.3340 33-7 0.026 59.058 Total(Pt) Route]29:::::] 1241 25'-11 5.30 4 (See Notes) 14'-10 120 52.553 ••••• Route 00000 Flow (q) from Route 29 2fE(6'-g%) 13-7 0.000043 -2.601 1246 31'-11 LT 10.58 4.2600 28-5 0.001 1246 31111 22.00 4 17-6 120 49.953 Flow (q) from Route 51 0000349 1247 31 11 - 3257 42600 12-6 0.004 49.957 Total(Pt) Route 30 416 25'-11 7.01 3 (See Notes) 8110 120 52.049 0000•Route31 •'•'• Flow (q) from Route 40 P0(1 6-0) 16-0 0.000503 413 25'-11 20.84 3.3340 23'-10 0.012 413 25'-11 10.03 2 (See Notes) 941 5 120 52.061 Flow (q) from Route 18 2fE(3'-6) 7'-O 0.004194 -1.227 1240 281 9 ' 20.84 2.1570 101'-5 0.425 , 0 M.E.P.CAD, Inc. NJ AutoSPRINK 2018 04.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 18 Job Name: Drawing I Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U• & Devic5eS Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Pressure Losses, when applicable, are added directly to (PQ and shown as a negath'e ,alue Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe)Fixed Node 2 Elev 2 (Foot) • Total Flow (Q% Actual ID Total (Foot) Friction(Pf) 1240 28-9 10.03 2 (See Notes) 2'10 120 51.260 Flow (q) from Route 18 P0(10-0) 101-0 0.005161 1.227 1238 26-111 20.84 2.0670 12-10 0.066 52.553 Total(Pt) Route 31 416 25-11 7.01 2 (See Notes) 1100Y2 120 52.049 ••••• Route 32 • PO(12-3½), , Flow (q) from Route 40 68-6Y2 0.002537 -2.673 1243 32-1 15.88 2.1570 178-7 0.453 49.829 Total(Pt) Route 32 433 31-11 3 (See Notes) 10-11Y2 120 52.112 ••'•'Route 33 ..... T(15-0) P0(15 0) 0003193 434 31 11 5658 33340 40 0131 434 31-11 24.83 2 (See Notes) 920 120 52.243 Flow (q) from Route 23 P0(11 2'-31/2) 12'-3Y2 0.026618 1270 31-11 56.58 2.1570 104-3½ 2.776 55.019 Total(Pt) Route 33 432 31-11 42.03 3 (See Notes) 3-6Y2 120 51.687 •••" Route 34 • Flow (q) from Route I T(15 0) 15-0 0022937 433 31-11 16426 33340 18'-61/2 0.426 433 31-11 56.58 3 (See Notes) 1660 120 52.112 Flow (q) from Route 33 7E(7'-O), 3T(15'-O), P0(116-0) 109-0 0.010502 -0.000 1271 31-11 107.68 3.3340 275-0 2.888 55.000 Total(Pt) Route 34 422 31-11 1.80 3 12'-6 120 49.370 •••'' Route 35'''.. Flow (q) from Route 21 0003420 421 31'-11 5871 33340 12-6 0.043 421 31'-11 17.04 3 (See Notes) 151 120 49.412 Flow (q) from Route 18 2fE(5 0) o'o 0001435 2.601 416 26-111 3671 33340 25 1 0036 52.049 Total(Pt) Route 35 387 13-1 102.37 3 (See Notes) 98'-6V2 120 54.768 see Route 36'.'" Flow (q) from Route 1 2E(7'-0) 14-0 0.013419 -0.026 1234 13-2 122.94 3.3340 112'-6% 1.510 56.252 Total(Pt) Route 36 1, 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 19 Job Name: Draing1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 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 (N) and shown as a nepa*ive 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) 393 15-8 20.23 1% 12l0 120 28.220 ••'•' Route 37.'999 Flow (q) from Route 7 0.004112 503 15-8 . 7.14 1.4420 12'-0 0.049 28.269 Total(Pt) Route 37 392 168 10.55 11/4 12'-0 120 21.559 ••••• Route 38•"'• Flow (q) from Route I .015228 0.015228 -0 502 16-8 14.49 1.4420 12lO 0.183 21.741 Total(Pt) Route 38 189 168 29.04 + 33.63 1% (See Notes) 12l2 120 49.324 .'.' Route 39."" Flow (q) from Route 33 and E(3348%) 0229433 351 158 6280 14420 151101/2 3643 351 16-8 62.67 11/2 (See Notes) 10 120 52.968 Flow (q) from Route 32 PO(8'-0) 8-0 0.134145 0.428 350 -T, 14l8 62.80 1.6100 9'-O 1.206 54.602 Total(Pt) Route 39 183 168 11/4 (See Notes) 309Y2 120 46.797 '"' Route 40 T(7-5) T(7-5) 14101/2 0.055316 0.001 189 168 29.11 1.4420 45'-8 2.526 49.324 Total(Pt) Route 40 121 15-8 1% (See Notes) 36-21/2 120 45.890 ' ••• Route 41 T(7-5) E(31-8%) 11-2 -0.000 189 15 33.69 0.072503-8 1.4420 49.324 Total(Pt) Route 41 431 31'-11 2 (See Notes) 92l0 120 51.250 '..' Route 42' P0(1 2'-31/2) Z, PO(12'-31/2) 24'-71/2 0.013413 1264 31-11 - •. - 39.06 2.1570 116-71/2 1.564 52.814 Total(Pt) Route 42 427 31-11 2 (See Notes) 92-0 120 50.610 "" Route 43."" P0(1 2'-31/2) P0(12-3%) 24-71/2 0.005119 1257 31-11 23.21 2.1570 116'-71A 0.597 51.207 Total(Pt) Route 43 19 3:19:21 PM Page 20 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Date: 4/16/2019 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 (Pfl and shown as Filling (Foot) Pf Friction Loss Per Unit (psi) I Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 428 31'-1I 2 (See Notes) 92'-0 120 50.845 '••• Route 44 • PO(12'-3%) P0(1 2'-3%) 24'-7Y2 0.007145 1260 31'-11 27.79 2.1570 116'-7% 0.833 51.678 Total(Pt) Route 44 429 31'-11 2 (See Notes) 92'-0 120 50.984 ••••• Route 45 • PO(12'-314) PO(12'-3%) 24'-71/2 0.010025 1262 31'-11 . 33.37 2.1570 11671/2 1.169 52.153 Total(Pt) Route 45 772 31'-11 42.07 2 8'-0 120 46.552 "s's Route 46 s. Flow (q) from Route 20 0.000268 844 31'-11 4.71 2.1570 8-0 0.002 46.555 Total(Pt) Route 46 425 31'-11 2 (See Notes) 92'-0 120 49.963 "• Route 47'"" PO(12'-3%) PO(12'-3½) i 0.004329 1252 31'-11 - 21.20 2.1570 0.505 50.468 Total(Pt) Route 47 426 31'-I1 4.87 2 (See Notes) 92'0 120 50.323 ' '' Route 48 • PO(12'-3%), Flow (q) from Route 26 PO-3) 24'-7Y2 0.004246 1255 31'-11 20.98 2.1570 116'-7Y2 0.495 50.818 Total(Pt) Route 48 769 31-11 19.18 2 16-0 120 45.534 '••'Route 49•''.. Flow (q) from Route 18 0.006553 922 31'-11 26.52 2.1570 16-0 0.105 45.639 Total(Pt) Route 49 842 31'-11 18.33 ___ 2 16'-O 120 47.972 .'.' Route 50 s. Flow (q) from Route 25 0.007926 1007 31'-11 29.39 2.1570 16-0 0.127 48.099 Total(Pt) Route 50 421 31'-11 17.04 2 (See Notes) 92-0 120 49.412 ••"' Route 51 e eeee P0(12-3%), Flow (q) from Route 18 PO (12--31/2) 24'-71'2 0.004637 1246 31'-11 22.00 2.1570 116'-7Y2 0.541 49.953 Total(Pt) Route 51 , 0 M.E.P.CAD, Inc. AutoSPRINK 2018 04.3.10.0 REMOTE AREA #3 4/16/2019 3:19:21 PM Page 21 Job Name: Drawing 1 Remote Area Number: REMOTE AREA #3 Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter) = Factor Date: 4/16/2019 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 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 PumD In P2 Pijmn Out 'M Page 22 Hydraulic Calculations for Prolect Name: Drawing I Location: Drawing Name: PIPING PLAN 03-08-19 Design Remote Area Number: Manually Flowing Remote Area Location: NA Occupancy Classification: NA Calculation Date: 4/16/2019 Density: Area of Application: Coverage per Sprinkler: Type of sprinklers calculated: No. of sprinklers calculated: In-rack Demand: Hose Streams: NA NA NA NA 15 N/A gpm at Node: N/A 250.00 at Node: 1 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 665.92 @72.818 Type of System: NA Volume of Dry or PreAction System: N/A Name of Contractor: Address: Phone Number: Name of designer: Authority Having Jurisdiction: Notes © M.E.P.CAD, Inc. I I lAutoSPRINK2018 04.3.10.0 Manually Flowii 4/16/2019 3:19:30PM Page 1 5000 0500 1000 1500 4000 4500 2000 3000 2500 3500 Flow - gpm 1A,©M.E.P.CAD, Inc. I I AutoSPRlNK2018v14.3.10.0 4/16/2019 3:19:32PM Page 2 0 6C Job Name: Drawingi Remote Area Number: Manually Flowing 150- - 10 12( 13! 15 45 7 9c - Water Supply mary Sheet Sum Node: 1 119.567—..... Static Pressure 108.000(90%) Static Pressure 120.000 --._ 2500 00 @ 115.000 ?500.O0@103500(90%) ----------------- ---------------------------- 665.92 -415.92 @ 72.818 with Hose - Allowance at Source S stem demand curve IILi.I.1.I.I.I.IIIIIIIuI 111111111 111111111 11111111 111111111 111111111 11111111 I I I I I I I I I Hydraulic Graph N 1.85 Date: 4/16/2019 owin Job Number: 1 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 1735 27.10 25.04 5.6 23.421 Sprinkler 1736 29.32 25.04 5.6 27.421 Sprinkler 1737 32.77 25.04 5.6 34.236 Sprinkler 1763 25.28 25.04 5.6 20.379 Sprinkler 1767 28.14 25.04 5.6 25.253 Sprinkler 1768 29.70 25.04 5.6 28.122 Sprinkler 1769 32.37 25.04 5.6 33.419 Sprinkler 1776 25.09 25.04 5.6 20.078 Sprinkler 1777 27.51 25.04 5.6 24.133 c' Sprinkler 1829 25.04 25.04 5.6 20.000 Sprinkler 1830 27.37 25.04 5.6 23.885 Sprinkler 1873 25.15 25.04 5.6 20.172 Sprinkler 1874 27.39 25.04 5.6 23.930 Sprinkler 1925 25.83 25.04 5.6 21.271 Sprinkler 1926 27.85 25.04 5.6 24.735 c Most Demanding Sprinkler Data 3:19:33PM Page 3 Job1Name: Drawingi Remote Area Number: Manually Flowing Date: 4/16/2019 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) Water Supply 120.000 115.000 2500.00 119.567 665.92 72.818 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1 4-0 Supply 72.818 415.92 1735 15'-8 Sprinkler 23.421 27.10 1736 16-8 Sprinkler 27.421 29.32 1737 16-8 Sprinkler 34.236 32.77 1763 16-8 Sprinkler 20.379 25.28 1767 17'-8 Sprinkler 25.253 28.14 1768 17'-8 Sprinkler 28.122 29.70 1769 17'-8 Sprinkler 33.419 32.37 1776 15-8 Sprinkler 20.078 25.09 1777 17'-8 Sprinkler 24.133 27.51 1829 15-8 Sprinkler 20.000 25.04 1830 17-8 Sprinkler 23.885 27.37 1873 15-8 Sprinkler 20.172 25.15 1874 17'-8 Sprinkler 23.930 27.39 1925 15-8 Sprinkler 21.271 25.83 1926 17-8 Sprinkler 24.735 27.85 3 0-6 70.446 4 4-0 72.123 116 15-8 25.224 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3. 4/16/2019 3:19:36PM Page 4 Job,Name: Drawingi Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Notes Node (gpm) 118 15-8 29.508 120 15-8 36.798 121 15-8 45.865 127 13-1 54.178 167 15-8 22.122 178 16-8 29.769 180 15-8 33.021 182 15-8 39.015 183 16-8 46.772 189 16-8 49.288 190 13'-1 54.243 260 16-8 21.642 261 15-8 28.499 350 14'-8 54.547 351 16-8 52.918 387 13-1 54.742 392 15-8 21.559 393 16-8 28.218 413 25-11 53.467 416 25-11 53.468 421 31'-11 50.876 422 31-11 50.883 423 31'-11 50.890 ,© M.E.P.CAD, Inc. BlAutoSPRINK 2018 v14.3. 4/16/2019 3:19:36PM Page 5 Job Nme; Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Notes Node (gpm) 424 31'-11 1 50.896 425 31'-11 50.903 426 31'-11 50.905 427 31'-11 50.903 428 31'-11 50.892 429 31'-11 50.879 430 31'-11 50.852 431 31'-11 50.900 432 31'-11 50.998 433 31'-11 51.091 434 31-11 51.120 502 16-8 21.742 503 16-8 28.268 613 16-8 22.921 614 15-8 29.182 1234 13-2 56.297 1237 25-11 53.320 1238 25'-11 53.325 1240 28-9 52.120 1241 25'-11 53.357 1243 32-1 50.697 1246 31-11 50.842 1247 31'-11 50.877 :36PM Page 6 JobN?me: Drawing 1 Remote Area Number: Manually Flowing Date: 4/16/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1248 31-11 50.908 1250 31'-11 50.945 1252 31-11 50.985 1255 31'-11 51.031 1257 31'-11 51.085 1260 31'-11 51.155 1262 31-11 51.230 1264 31-11 51.340 1266 31-11 51.456 1268 31-11 51.782 1270 31-11 51.724 1271 31-11 51.720 1294 13-2 56.422 1307 111-0 59.148 1393 11-0 61.949 ,© M.E.P.CAD, Inc. NO AutoSPRINK 2018 v14.3: 4/16/2019 3:19:36PM Page 7 3:19:39PM Page 8 Job Nam: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 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 applicable, are added directly to (Pf) and shown as a negative value. Fittin F ' Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1829 15-8 5.6 25.04 1 (See Notes) 0'- 101/2 120 20.000 E(2'-O), P0(5 0) 0.197277 0.005 392 16-8 25.04 1.0490 7 10% 1.554 392 15-8 11/4 10-0 120 21.559 0.008395 260 15-8 10.50 1.4420 101-0 0.084 260 15-8 25.09 14 5-11Y2 120 21.642 Flow (q) from Route 2 0.080280 167 15-8 35.60 1.4420 5-11% 0.479 167 15-8 25.28 1% (See Notes) 10'-7% 120 22.122 Flow (q) from Route 4 E(3 8%) 3'-8'/2 0216639 0.000 116 151-8 6088 14420 14 3102 116 15-8 27.10 1 ' 101-0 120 25.224 Flow (q) from Route 6 0428148 0.002 118 16-8 8798 14420 10 0 4.281 118 16-8 2932 1Y 10,-0 120 29.508 Flow (q) from Route 12 0728981 0.001 120 158 11730 14420 100 7.290 120 15-8 32.77 1% (See Notes) 0'-5% 120 36.798 Flow (q) from Route 15 T(7'-5) 1149834 0.000 121 15-8 15007 14420 7-10% 9066 121 15-8 1% (See Notes) 27 120 45.865 P0(75) 715 0719079 1.117 127 13-1 11644 14420 100 7.196 127 13-1 3 5-5 120 54.178 0.012137 6-5 -0.001 190 13'-1 116.44 3.3340 0.066 190 13'-1 10886 3 12-2 120 54.243 Flow (q) from Route 7 0.041153 -0.001 387 13-1 HH 225.29 3.3340 12'-2 0.501 387 13'-1 3 (See Notes) 3.3340 r5 32'4% 120 54.742 1 T(15-0) E(7'-O) 22-0 0.009038 -0.687 350 148 99.29 /12 0.492 Job Namp: Lrawjng1 Remote Area Number: Manually Flowing Date: 4/16/2019 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 FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a n9gat"e value. Fitting (Foot) Pf Friction Loss PerUnit Elev(Pe) Node 2 Total Flow Actual ID Total (Foot) Friction(Pf) 350 14'-8 62.67 3 (See Notes) 125'2Y2 120 54.547 Flow (q) from Route 32 2T(15'-O), 2E(7'-O) 44'-0 0.022346 -7.476 430 31'-11 161.96 3.3340 169'-2% 3.781 430 31'-11 3 4'-2Y2 120 50.852 0011266 431 31'-11 t4 11185 33340 42% 0.048 431 31'-11 3 12'-6 120 50.900 0007877 432 31 11 9218 33340 126 0.098 432 31'-11 2 (See 92'0 120 50.998 P0(12 -346) PO(12'3%) Notes)24'-7Y2 - 0.003922 1266 31'-11 2010 21570 116-71/2 0.457 1266 31'-11 192.04 4 (See Notes) 211 120 51.456 Flow (q) from Route 17 T(26 4) 26'-4 0011160 1268 31'-11 21214 42600 29 0.326 1268 31'-11 72.08 4 (See Notes) 30'7 120 51.782 Flow (q) from Route 16 2E(13-2) 26'-4 0019172 9.076 1393 111-0 28421 42600 56 1091 1393 111-0 131.71 4 (See Notes) 30'9 120 61.949 Flow (q) from Route 3 2E(13 2) f(-0000) CV(28 11 ½), BV(15'-91/2) 71'-1 0038780 4.547 3 0'-6 41592 42600 101 10% 3.950 3 0-6 6 (See Notes) 167 140 70.446 E(24'-2½) 24'-2% 0004017 1.517 4 -31-0 41592 64000 0.160 4 4-0 6 (See Notes) 121'11 150 72.123 E(21'-7), EE(10'-91/2), S 32'-4 0.004503 0.000 1 4-0 F415.92 6.0900 154-3 0.695 250.00 72.818 Hose Allowance At Source Total(Pt) Route 1 I 66592 1776 15-8 5.6 25.09 1 (See Notes) 01 10½ 120 20.078 .". Route 2 •'... Sprinkler, E(2 0) P0(5 0) 7'-0 0 197992 0.005 260 15'-8 25.09 1.0490 7 10% 1.559 1.,©M.E.P.CAD, Inc. NJ AutoSPRlNK2018v14.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 9 Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step q) Nominal ID Fittings & Devices E Equiv. 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 a negative value. Total(Pt) Route 2 Fitting 1Foot Pf Friction Loss Per Unit (ps ' Elev(Pe) Node 2 Elev 2 (Foot) • Total Flow " Actual ID Total (Foot) Friction(Pt) 21.642 1873 15-8 5.6 25.15 1 (See O1O% 120 20.172 ••••• Route 3•••'• E(2'-O), PO(5'-O) 7'-O 0.198842 Notes)Sprinkler, 0.005 502 16-8 25.15 1.0490 T- 10% 1.566 502 15-8 14.54 1% 12'0 120 21.742 Flow (q) from Route 31 0098191 613 16-8 3969 14420 12'-0 1.178 613 16-8 25.83 1% (See Notes) 112'0 120 22.921 Flow (q) from Route 5 3E(3 8%) P0(7-5) 18'-7 0248179 1.092 1294 13'-2 ., 65.52 1.4420 130-7 32.409 1294 13-2 188.45 3 (See Notes) 6-10 120 56.422 Flow (q) from Route 8 2E(7 0) T(15 0) 29-0 0051363 0.937 1307 111-0 25397 33340 34'-10 1.789 1307 11-0 3 (See Notes) 153'71/2 120 59.148 T(16-0), P0(15 0) 30'-0 0015244 0.002 1393 11-0 13171 33340 183-7% 2.799 61.949 Total(Pt) Route 3 1763 16-8 5.6 25.28 1 (See Notes) 1'-8 120 20.379 •••'• Route 4 Sprinkler, E(2'-O), PO(5'-O) 7'0 0.200737 0.005 167 15-8 1 25.28 1.0490 8'-8 1.737 22.122 Total(Pt) Route 4 1925 16-8 5.6 25.83 1 (See N / 01 10% 120 21.271 *****Route 5'•••• Sprinkler E(2'-O), PO(5'-O) 7'-O 0.208847 0.005 613 15'-8 25.83 1.0490 7'-lO% 1.645 22.921 Total(Pt) Route 5 1735 16-8 5.6 27.10 1 (See Notes) 0'- 101/2 120 23.421 ..... Route 6 Sprinkler, E(2'-O), PO(5'0) 7'-O 0.228305 0.005 116 15-8 27.10 1.0490 7'-lO% 1.798 25.224 Total(Pt) Route 6 1830 17'-8 5.6 27.37 1 (See Notes) 2'-101/2 120 23.885 ..... Route 7..'.. Sprinkler, 1(5' 0) E(2 0) P0(5 0) 12'-0 0232486 0.872 393 16-8 27.37 1.0490 14'-101/2 3.461 , 0 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3. 10.0 Manually Flowing 4/16/2019 3:19:39PM Page 10 Job Name: Drawing 1 Remote Area Number: Manually Flowing Date: 4/16/2019 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 aneativevalue. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 393 16-8 11,4 101-0 120 28.218 0.028071 261 15'-8 20.17 1.4420 0.281 261 16-8 27.51 1% (See Notes) 5-6 120 28.499 Flow (q) from Route 9 E(3'-8%) 381/2 0137860 178 158 4768 14420 91 21/ 1.270 178 - U. 101-0 120 29.769 Flow (q) from Route ll 325179 0.325179 1-0 0.002 180 158 - 7582 14420 100 3.250 180 15-8 29.70 1/4 10-0 120 33. 021 Flow (q) from Route 13 0 599322 0.000 182 16-8 105.52 1 4420 101-0 5.993 182 15-8 32.37 14 'See Notes) 0'5% 120 39.015 Flow (q) from Route 14 T(7-5) 7'-5 0 983206 -0.000 183 16-8 - ' 137.89 1.4420 7'-10% 7.757 183 15'-8 1% (See Notes) 2'7 120 46.772 P0(7'5) 7'-5 0.634841 1.117 190 13'-1 108.86 1.4420 6.354 54.243 Total(Pt) Route 7 1874 17-8 5.6 27.39 1 (See Notes) 2' 2 120 23.930 ••'•' Route 8'•'•' Sprinkler, 1(5 0) E(2 0) P0(5 0) 12'-0 0232883 0.872 503 16-8 2739 1 0490 14' 10% 3.467 503 15-8 7.20 1 " 12'-0 120 28.268 Flow (q) from Route 30 0076135 614 168 3459 14420 12-0 0.914 614 16-8 27.85 1% (See Notes) 991-9 120 29.182 Flow (q) from Route 10 2E(3'-8%), PO(7'-5) 14'-lO% 0.227057 1.092 1234 13'-2 62.44 1.4420 114-7% 26.023 1234 13-2 126.01 3 4-2% 120 56. 297 Flow (q) from Route 28 0.029575 1294 13'-2 188.45 3.3340 4-2% 0.125 56.422 Total(Pt) Route 8 ,©M.E.P.CAD, Inc. 41 AutoSPRlNK 2018 v14.3.1 0.0 Manually Flowing 4/16/2019 3:19:39PM Page 11 Job Name: praiing1 Remote Area Number: Manually Flowing Date: 4/16/2019 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) . Fxed Pressure Losses, when applicable, are added directly to (Pt) and shown as a nepat've 'alue. Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 1777 17'-8 5.6 27.51 1 (See Notes) 2'-1W2 120 24.133 ••••• Route 9 Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12'-0 0.234714 0.872 261 15'-8 27.51 1.0490 14-10% 3.494 28.499 Total(Pt) Route 9 1926 17'-8 5.6 27.85 1 (See Notes) 2'10Y2 120 24.735 "Route 10'.'.. Sprinkler, T(5'-O), E(2'-O), PO(5'-O) 12'-0 0.240128 0.872 614 15-8 27.85 1.0490 14'-10Y2 3.575 29.182 Total(Pt) Route 10 1767 17'-8 5.6 28.14 1 (See Notes) 2'-10Y2 120 25.253 ''•• Route 11 Sprinkler, T(5-0), E(2'-O), PO(5'-O) u2-0 0.244775 0.872 178 15'-8 28.14 1.0490 14-10% 3.644 29.769 Total(Pt) Route 11 1736 16-8 5.6 29.32 1 (See Notes) 0'- 101/2 120 27.421 '••• Route 12'.... Sprinkler, E(2'-O), PO(5'-O) 7-0 0.264147 0.007 118 15'-8 29.32 1.0490 7'-lO% 2.080 29.508 Total(Pt) Route 12 1768 17'-8 5.6 29.70 1 (See Notes) 2'i01/2 120 28.122 ••"' Route 13''.'. Sprinkler, T(5'-O), E(2'-O), PO(5'-O) u2-0 0.270391 0.874 180 16-8 29.70 1.0490 14'-lO% 4.025 33.021 Total(Pt) Route 13 1769 17'-8 5.6 32.37 1 (See Notes) 2'-101/2 120 33.419 '"' Route 14"" Sprinkler, T(5-0), E(2'-O), PO(5'-O) 12-0 0.317186 0.874 182 15'-8 32.37 1.0490 14' -10Y2 4.722 39.015 Total(Pt) Route 14 1737 16-8 5.6 32.77 1 (See Notes) 0'-lO% 120 34.236 '""Route 15''"' Sprinkler, E(2'-O), PO(5'-0) 7'-O 0.324357 0.008 120 16-8 32.77 1.0490 7'-lO% 2.554 36.798 Total(Pt) Route 15 1271 31'-11 47.25 4 5'- 111/2 120 51.720 ''''' Route lG''''' Flow (q) from Route 24 0.000694 1270 31'-11 47.25 4.2600 5-11% 0.004 .,©M.E.P.CAD, Inc. Ifi AutoSPRlNK2O18v14.31O.O Manually Flowing 4/16/2019 3:19:39PM Page 12 Job Narre: Qraing1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices (Foot) Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as negative value. Fitting 00 Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID otal (Foot) Friction(Pf) 1270 31'-11 24.83 4 (See Notes) 11 '-7 120 51.724 Flow (q) from Route 23 1(26 4) 26-4 0001515 1268 31'-11 7208 42600 37 1/ 0.057 51 .782 Total(Pt) Route 16 1238 25'-11 4 91-1% 120 53.325 •••'' Route 17..... 0003436 1241 25'-11 11223 42600 91-1% 0.031 1241 25'-11 4 (See Notes) 14'10 120 53.357 2fE(6 9Y2) 13'-7 0003050 -2.601 1246 311-11 10522 42600 28 0.087 1246 31'-11 2 See Notes) 92'0 120 50.842 PO(12'-3Y2) P0(12 31/2) 24'-7Y2 116'-7%0000285 421 31 11 487 21570 0033 421 31'-11 1704 3 12'-6 120 50.876 Flow (q) from Route 18 0000552 422 31'-11 2191 33340 12 6 0.007 422 31'-11 1.80 3 11'-6 120 50.883 Flow (q) from Route 21 0000639 423 31'-11 2371 33340 11 6 0.007 423 31'-11 3 12'-6 120 50.890 0.000473 424 31'-11 20.16 3.3340 12'-6 0.006 424 31'-11 3 (See Notes) 12'6 120 50.896 PO(15'-0) 15'-0 0000247 425 31'11 1418 33340 276 0.007 425 31'-11 3 (See N Notes) 12'6 120 50.903 P0(15-0) P0(15-0) s)U J 0000047 426 31'-11 - . - 576 33340 426 0.002 426 31'-11 4.87 2 (See Notes) 92'0 120 50.905 Flow (q) from Route 26 P0(12-3%) 12'-3% 0.001207 1255 31-11 10.63 2.1570 104-3% 0.126 1255 31'-11 116.50 4 12'-6 120 51.031 Flow (q) from Route 19 0.004328 1257 31'-11 127.13 4.2600 12'-6 0.054 L M.E.P.CAD, Inc. ffi AutoSPRlNK 2018 04.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 13 Job Nan)e: raiing1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev I (Foot) K-Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Length (Foot) C Factor Total(Pt) Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, en when applicable are added directly to (Pt) and shown as negative value Fitting (Foot) Pt Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total 1257 31'-11 12.95 13'-6 120 51 .085 Flow (q) from Route 25 0.005179 1260 31'-11 140.08 4.2600 13'-6 0.070 1260 31'-11 14.87 4 12-0 120 51.155 Flow (q) from Route 27 0.006241 1262 31'-11 . 154.95 4.2600 12'-0 0.075 12 31'-11 I 7.Al A 14'-6 120 51.230 Flow (q) from Route 36 0.007601 1264 31'-11 172.36 4.2600 14'-6 0.110 14 I'-1 4 i 19.67 4 12'-6 120 51.340 Flow (q) from Route 35 0.009283 1266 31'-11 19204 42600 12'-6 0.116 51.456 Total(Pt) Route 17 1237 25-11 122.26 1'-4 120 53.320 ••''' Route 18'•••' Flow (q) from Route 29 0004026 1238 25'-11 12226 42600 1 0.005 1238 25'-11 2 (See Notes) 2'10 120 53.325 PO(10'-0) E(3 6) 13'-6 0001335 -1.227 1240 28'-9 1003 20670 164 0.022 1240 28'-9 2 (See Notes) 94'5 120 52.120 fE(3'6) P0(12 3%) 15-9% 0001085 1.227 413 25-11 1003 21570 110 0120 413 25'-11 3 8'-10 120 53.467 0000130 416 25-11 1003 33340 8 10 0.001 1 4,6 ' 25-11 7.0.i , 3 (See Notes) 15'l 120 53.468 Flow (q) from Route 40 2fE(5' 0) io'-o 0 000347 -2.601 421 31'-11 17.04 3.3340 25'-1 0.009 50.876 Total(Pt) Route 18 1252 31'-11 108.08+8.42 4 12'-6 120 '50.985 '•'• Route 19 •'•'' Flow (q) from Route 20 and 38 0003682 1255 31'-11 11650 42600 12'6 0.046 51.031 Total(Pt) Route 19 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 14 Job Nanje: Prawingl Remote Area Number: Manually Flowing Date: 4/16/2019 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) . 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) 1 Total Flow Actual ID Total (Foot) Friction(Pf) 1250 31'-11 102.09 + 5.98 4 12'-6 120 50.945 '•'• Route 20 ' Flow (q) from Route 22 and 37 .003205 0.003205 '-6 1252 31'-11 7 108.08 4.2600 12-6 0.040 50.985 Total(Pt) Route 20 1246 31'-11 4.87 4 12'-6 120 50.842 '•'' Route 21'"" Flow (q) from Route 17 0.002794 1247 31'-11 :-7 100.35 4.2600 12'-6 0.035 1247 31-11 2 (See Notes) 92'0 120 50.877 PO(12'-3%) PO(12'-3%) N24'-71/2 0.000045 422 31'-ll 1.80 2.1570 0.005 50.883 Total(Pt) Route 21 1247 31'-11 4 11'-6 120 50.877 '''''Route 22''''' Flow (q) from Route 21 0.002702 1248 31'-11 E98.55 4.2600 11'-6 0.031 1248 31'-11 3.55 4 12'-6 120 50.908 Flow (q) from Route 39 0.002885 1250 31 -11 102.09 4.2600 12'-6 0.036 50.945 Total(Pt) Route 22 433 31'-11 3 (See Notes) 101 11% 120 51.091 Route 23 T(1 5'-O) PO(15'-0) 30'-0 0.000696 434 31'-11 24.83 3.3340 40-111/2 0.028 434 31'-11 2 (See Notes) 2,11701 104'-31/2 92'0 120 51.120 PO(12'-31/2) 12'-3% 0.005800 1270 31'-11 24.83 0.605 51.724 Total(Pt) Route 23 432 31'-11 42.03 3 (See Notes) 3-6% 120 50.998 0""Route24'9" Flow (q) from Route I T(1 5'O) 15-0 0.004998 433 31'-11 72.08 3.3340 18'-6% 0.093 433 31-11 24.83 3 (See Notes) 1660 120 51.091 Flow (q) from Route 23 7E(7'-O), 3T(15'-O), PO(15'-O) 0.002288 -0.000 1271 31'-11 47.25 3.3340 275'-0 0.629 51.720 Total(Pt) Route 24 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 04.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 15 16 Job Name: rawing1 Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information 1 Elev i (Foot) K-Factor Flow added this step Nominal ID TotalNode Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor () Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (PQ and shown as Fitting (Foot) Pt Friction Loss Per Unit (psi' Elev(Pe) Node 2 Elev 2 (Foot) Total Flow Actual ID Total (Foot) Friction(Pf) 428 31'-11 113.55 3 (See Notes) 13'-6 120 50.892 •••••Route 25..... Flow (q) from Route 17 P0(15 0) 15'-0 0000377 427 31'-11 1782 33340 28 6 0011 427 31'-11 141.34 2 (See Notes) 92-0 120 50.903 Flow (q) from Route 17 P0(12 3½) 12'-3Y2 0001740 1257 31'-11 1295 21570 104' 3½ 0.181 51.085 Total(Pt) Route 25 427 31'-11 1 1- 3 (See Notes) 12-6 120 50.903 Route 26••••• PO(15'-O) P0(15-0) 30-0 0.000034 426 31'-11 4.87 3.3340 42-6 0.001 50.905 Total(Pt) Route 26 430 31'-11 245.35 3 10'-3Y2 120 50.852 •• •' Route 27 • Flow (q) from Route I 0.002550 429 31'-11 50.11 3.3340 10 -3½ 0.026 429 31'-11 80.18 3 12'-0 120 50.879 Flow (q) from Route 17 0001158 428 311-11 -' 3269 33340 120 0.014 428 31-11 2 (See Notes) 92'0 120 50.892 PO(12'-3Y2) PO(12'-3%) 24'-7½ 0.002248 1260 31'-11 14.87 2.1570 116'-7% 0.262 51.155 Total(Pt) Route 27 387 13'-1 102.37 3 (See Notes) 98'6Y2 120 54.742 •'•• Route 28 • Flow (q) from Route I 2E(7'-O) 14'-0 0.014046 -0.026 1234 13'-2 126.01 3.3340 112'-6½ 1.580 56.297 Total(Pt) Route 28 1307 11-0 276.93 3 (See Notes) 19'-7 120 59.148 '... Route 29'99.. Flow (q) from Route 3 2E(7'-O), PO(15'-O) 29'-0 0.013282 -6.473 1237 25'-11 - 122.26 3.3340 48'-7 0.645 53.320 Total(Pt) Route 29 393 15-8 20.23 1% 12-0 120 28.218 ''' Route 3O"'•' Flow (q) from Route 7 0.004171 503 16-8 7.20 1.4420 12-0 0.050 28.268 Total(Pt) Route 30 Job Name: Drawing I Remote Area Number: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i (Foot) K-Factor Flow added this step Nominal ID F•U• & Devic Fittings Equiv. Length (Foot) Length (Foot) C Factor () Total Notes FittinglDevice (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value Fitting (Foot) Pf Friction Loss P U • (psi) Unit Elev(Pe) Node 2 Elev 2 (Foot) \_ Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 392 15'-8 10.55 11/4 12'-0 120 21.559 '•'• Route 31 Flow (q) from Route I 0.015319 502 15'-8 14.54 1.4420 12'-0 0.184 21.742 Total(Pt) Route 31 189 15'-8 9.04 + 33.63 1% (See Notes) 12'2 120 49.288 '••• Route 32••••' Flow (q) from Route 33 and 34 E(381/2) 3 81/2 0 .228573 351 15'-8 62.67 1.4420 15 3.630 351 16-8 11/2 (See Notes) 11 0 120 52.918 PO(8'-O) 0.133642 0.428 350 14-8 62.67 1.6100 9,-0 1.201 54.547 Total(Pt) Route 32 183 16-8 11/4 (See Notes) 30'-9% 120 46.772 ••'•' Route 33 s T(7-5) T(7'-5) 14'- 101/2 0.055076 0.001 189 16-8 29.04 1.4420 46-8 2 516 49.288 Total(Pt) Route 33 121 16-8 11/4 (See Notes) 36-21/2 120 45.865 "' Route 34••••' T(7'-5) E(3'-8%) 11'-2 0.072268 -0.000 189 16-8 33.63 1.4420 3.423 49.288 Total(Pt) Route 34 431 31'-11 2 (See Notes) 92'-0 120 50.900 '•'• Route 35 " PO(12'-3½) Z, PO(12'-3%) 24'-71/2 0.003772 1264 31'-11 19.67 2.1570 116'-7% 0.440 51.340 Total(Pt) Route 35 429 31'-11 2 (See Notes) 92'-0 120 50.879 '"' Route 36 ' PO(12'-3%) P0(12-3%) 24'-7% 0.003009 1262 31'-11 17.41 2.1570 116'-71/2 0.351 51.230 Total(Pt) Route 36 424 31'-11 2 (See Notes) 92'-0 120 50.896 "•' Route 37 9999* PO(12'-3%) PO(12'-31/2) 24'-71/2 0.000417 1250 31'-11 T: 5.98 2.1570 116-7% 0.049 50.945 Total(Pt) Route 37 ,©M.E.P.CAD, Inc. 11 AutoSPRINK2018v14.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 17 Job Name: Drawing 1 Remote%re'a Fstumber: Manually Flowing Date: 4/16/2019 Pipe Information Node 1 Elev i K-Factor Flow added Fiftirips & Length C Factor Total(Pt) Notes (Foot) this step Nominal ID Devices (Foot) FittinglDevice (Equivalent __ __________ Equiv. Fitting (Foot) Pf Friction Elev(Pe) Length) Fixed Pressure Losses, Node 2 Elev 2 T. Total Flow Actual ID Length LossUnit (psi) when applicable are added Total (Foot) (Q) (Foot) (Foot) Friction(Pf) directly to (Pf) and shown as a r'9Jative valug. 425 31'-il 185.53 2 (See 92'-O 120 50.903 Route 38 eeeee Notes) Flow (q) from Route 17 P0(12 31/2) 000785 0.000785 '-3% 1252 31'-11 842 21570 1:43% 0.082 50.985 Total(Pt) Route 38 423 31'-11 2 (See 92'-: 120 50.890 '' Route 39' Notes) PO(12'-31/2) 24'-71/2 1248 31-11 3.55 2.1570 0.000158 PO(12'-3½) 116-7% 0.018 50.908 Total(Pt) Route 39 1241 25'-11 2 (See 62 120 53.357 " •' Route 4O'•••• Notes) P0(10'-:) 13'-6 -2.673 1243 32'-1 7.01 2.0670 *1~1 0.014 0.000687 19'-8 1243 32'-1 15.88 2 (See 110'0½ 120 50.697 Notes) Flow (q) from Route 29 65'-O% 2.673 416 25'-ll 7.01 2.1570 0.000558 8E(6'-2), fE(3'-6), PO(12'-3%) 175'-1 0.098 53.468 Total(Pt) Route 40 ,© M.E.P.CAD, Inc. AutoSPRlNK 2018 v14.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 18 Job Name: Drawing I Remote)r Number: Manually Flowing Date: 4/16/2019 I IälMultiplier I Actual Inside Diameter 4.87 - Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter) - a Multiplying Factor 0.713 1.16 1.33 1.51 ALV Alarm Valve AngV Angle Valve b Bushing BaIV 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 45° Elbow Eel 11W Elbow Ee2 221/2* Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 900 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 Cap L 0 M.E.P.CAD, Inc. ffl AutoSPRlNK2018v14.3.10.0 Manually Flowing 4/16/2019 3:19:39PM Page 19