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Home My WebLink About3319 TELAGA RD; ; FPR2016-0021; PermitPERMIT REPORT (city of Carlsbad Print Date: 09/23/2021 Job Address: 3319 TELAGA RD, CARLSBAD, CA Permit Type: FIRE-Construction Residential Parcel #: Valuation: $0.00 Occupancy Group: #of Dwelling Units: Bedrooms: Bathrooms: Project Title: Description: ACACIA - MODEL HOME BLDG 21// UNIT 47//PLAN 2 Permit No: FPR2016-0021 Status: Closed - Finaled Work Class: Single Family Fire Sprinkli Track #: Applied: 12/01/2016 Lot #: - Issued: Project #: Finaled Close Out: 09/23/2021 Plan #: Construction Type: Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: FPContractor: NP MECHANICAL INC P0 BOX 309 CORONA, CA 92878-0309 (951) 667-4220 FEE AMOUNT FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $239.00 Total Payments To Date: $239.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: Quarry Creek SR#: (Assigned upon plan submittal) PROJECT ADDRESS: CITY: Carlsbad PHONE: (951 ) 667.4220 x350 FAX NUMBER: (951) 667.4216 Largest Building (ft.2) Sprinkled? Construction Type: SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): Intersection of Adobe Springs Road and El Salto Falls Street TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 94 PSI Hydrant Number (if applicable):New Elevation of test: 114 Feet Date/Time of Test': rPjtdTube Reading: Corresponding Flow: GPM Total Flow: 5,825 GPM Residual Pressure 75 PSI At peak demand , this water system is capable of providing a fire flow discharge @ 20 psi of greater than 5,825 GPM, however the velocity exceeds the maximum criteria of 15 fps. Therefore, the maximum available fire flow for this location is 5,825 GPM. E1Test tobe performedascloseaspossibletothetime the most conservative flows and pressures are expectedi Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________________ Title/Org: 6r2ectManager Date: 03/14/2016 MRROR° Quarry Creek Fire Flow Analysis Prepared By: Jennifer R. Mael, P.E. - MCS Date: 3/14/2016 10:51:06 AM WILKINS LEAD EE NSF/AnSI SIC Options (Suffixes can be combined) El - with OS & Y gate valves (standard) L - less shut-off valves (flanged body connections) El LM - less water meter - with remote reading meter - with gallon meter (standard) El CFM - with cu ft meter El CMM - with cu meter meter L G - with groove end gate valves E] FG - with flanged inlet gate connection and grooved outlet gate connection El P1- with Post Indicator Gate Valve (3-10') Accessories El Repair kit (rubber only) El Thermal expansion tank (Model XT) E OS & Y Gate valve tamper switch (OSY-40) Attention: Model 350DA (flange body) and Model 350ADA (grooved body) have different lay lengths. I ZURN Model 3500A WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Model 350DA shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and unauthorized water use. Standards Compliance (Sizes 2 1/2 - 10 Horiz. & Vert.) (12 Horizontal Only) ASSE® Listed 1048 (Sizes 2 1/2 thru 12) CSA® Certified B64.5 (Sizes 2 1/2 thru 8, & 12) AWWA Compliant C510 (Sizes 2 1/2 thru 12), and C550 UL® Classified (Sizes 2 1/2 thru 12) C-UL® Classified (Sizes 2 1/2 thru 12) FM® Approved (Sizes 2 1/2 thru 10) NYC MEA 147-99-M Vol 4(2-1/2 - 10) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (Sizes 2 1/2 thru 12) NSF® Listed-Standard 61, Annex G* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDA Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM, NSF Listed Springs Stainless Steel, 300 Series Features Sizes: 2 1/2, 3, 4, 6", 8, 10, 12 Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWWA C606 (Flanged) ANSI B16.1 Class 125 Dimensions & Weights (do not include pkg.) MODEL DIMENSION _(approximate) WEIGHT 3500A SIZE in. mm A in. I mm B LESS GATE VALVES in. mm C in. I mm D in. mm E '-' S&Y OPEN in. mm E OS&Y CLOSED in. I mm F in. mm WITHOUT GATES VALVES lbs. kg WITH OS&Y GATE VALVES lbs. I kg 21/2 65 31 787 157/8 403 33/4 95 9 229 163/8 416 137/8 352 31/2 89 68 30.9 178 80.8 3 80 32 813 157/8 403 33/4 95 9 229 187/8 479 155/8 397 31/2 89 68 30.9 198 90 4 100 375/8 956 191/2 495 41/2 114 9 229 223/4 578 1 181/4 464 6 152 106 48 296 134.4 6 150 443/4 1137 231/2 597 51/2 140 101/2 267 301/8 765 233/4 603 7 178 180 81.7 480 217.9 8 200 603/4 1543 373/4 959 10 254 12 305 373/4 959 291/4 743 81/2 216 374 170 850 385.9 10 250 633/4 1619 373/4 959 10 254 12 305 453/4 1162 353/8 899 81/2 216 404 183 1222 554.8 12 300 661/41 1683 1 38 1 965 10 254 12 305 531/8 1349 405/8 i 1032 87/8 1 226 463 210 1623 1 736.2 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. B Date: 12/13 Document No. BF-350DA Patent No. 5, 913, 331 Product No. Model 350DA Page 1 of 2 VERTICAL INSTALLATION Flow Characteristics MODEL 350DA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 O Rated Flow (established by approval agencies) 50.5 0 200 400 600 800 FLOW RATES (GPM) MODEL 350DA 6" & 8" (STANDARD & METRIC) 0.0 ' 31.5 63.1 94.6 126.2 FLOW RATES (Ifs) 157.7 103 ) 15 0 —6(150mm) - J69 I 10 -134 Lu I0 0 500 1000 FLOW RATES (GPM)1500 2000 2500 MODEL 350DA 10" & 12" (STANDARD & METRIC) - FLOW RATES (us) 0.0 31.5 63.1 94.6 126.2 157.7 189.3 220.8 252.4 283.9 15 U) 0 W 55 lX 0 500 1000 1500 2000 2500 FLOW RATES (GPM) Typical Installation - Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12 (305mm) and a maximum of 30 (762mm) above adequate drains with sufficient side clearance for test- ing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5ftlsec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12' 1763 2644 3525 5288 OUTDOOR INSTALLATION Specifications The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NorylTM (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350DA. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited . 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com . - Page 2 of 2 3000 3500 4000 =1 103 —I U) —I Q —169 —i - U) 34 - U) _0 4500 Recordall® Compound Series Meter Badger Meter Lead-Free Bronze Alloy, Sizes 2' 3'. 4 & 6" NSF/ANSI Standards 61 and 372 Certified DESCRIPTION The Recordall Compound Series meters meet or exceed the most recent revision of AWWA Standard C700 and are available in a lead- free bronze alloy. The Compound Series meters comply with the lead-free provisions of the Safe Drinking Water Act, are certified to NSF/ANSI Standards 61 and 372 (Trade Designation: LL-NS) and carry the NSF-61 mark on the housing. All components of the lead-free bronze alloy meter (housing, measuring element, seals, and so on) comprise the certified system. Badger Meter Recordall Compound Series meters combine two metering technologies in one innovative package. A positive displacement chamber measures low flow, while a turbine chamber records high flow. Offered in four sizes, the Compound Series meter features: Patented design that eliminates the need for a trigger valve and maintains crossover accuracy. Permanently sealed, tamper-resistant register or encoder. Meters and encoders that are compatible with Badger Meter AMR/AMI systems and other approved reading technologies Badger Meter ORION and GALAXY AMR/AMI meter reading systems are available for all Compound Series meters. ltron ERT reading systems are also available. An optional summator can be provided as an integral part of the register assembly. All register options are removable from the meter without disrupting water service. TAMPER-PROOF FEATURES Unauthorized removal of the register or encoder is inhibited by the use of an optional tamper detection seal wire screw, TORX tamper-resistant seal screw or the proprietary tamper-resistant keyed seal screw. Each can be installed at the meter site or at the factory. APPLICATIONS Use the Recordall Compound meter for measuring potable cold water in commercial and industrial applications where flow is in one direction only. The meter is an ideal choice for facilities that experience rapid and wide fluctuations in water demand, such as hospitals, universities, residential complexes and manufacturing or processing facilities. OPERATION At low flow rates, the Compound Series meter diverts water up through a bypass to the disc chamber. Leaving the chamber's outlet port, water flows beyond the turbine element and main valve. As the flow rate increases, a pressure differential is created that opens the main valve. The water then flows straight through the turbine chamber. In addition, a portion still flows through the disc chamber before exiting the meter. RCS-DS-00078-EN-02 (September 2013) Rotor and disc movements are transmitted by magnetic drive couplings to individual register odometers. The direct magnetic drive provides a positive, reliable and dependable register coupling for straight-reading or remote reading options. The self-lubricating thermoplastic register gearing is designed to minimize friction and provide long life. OPERATING PERFORMANCE The Recordall Compound Series meets or exceeds registration accuracy for low, normal operating, maximum continuous operation, and changeover flow rates as specified in AWWA Standard C702. CONSTRUCTION The Recordall Compound Series meter's construction complies with ANSI and AWWA C702 standards. It consists of three basic components: meter housing, interchangeable measuring elements, and sealed direct reading registers. The measuring element consists of the disc measuring chamber, turbine head assembly, and high flow valve assembly. To simplify maintenance, the registers and measuring elements can be removed without removing the meter housing from the line. METER INSTALLATION The meter is designed for installations where flow is in one direction only. A separate strainer is required to ensure optimum flow conditioning and protection of the measuring element. Companion flanges for installation of meters on various pipe types and sizes are available in cast iron or NL bronze as an option. Product Data Sheet RecordaII Compound Series Meters, Sizes 2 3"4" & 6" REGISTERS I ENCODERS Standard-Sweep-Hand Registration The standard register is a straight-reading, permanently sealed magnetic drive register. Dirt, moisture, tampering and lens fogging problems are eliminated. The register has a six-odometer wheel totalization display, 3600 test circle with center sweep hand, and flow finder to detect leaks. Register gearing is made of self-lubricating engineered polymer, which minimizes friction and provides long life. The multi- position register simplifies meter installation and reading. The register capacity is 100,000,000 gallons (10,000,000 ft3, 1,000,000 m3). Optional-Encoders for AMR/AMI Reading Solutions AMR/AMI solutions are available for all Recordall Compound Series meters. All reading options can be removed from the meter without disrupting water service. Badger Meter encoders provide years of reliable, accurate readings for a variety of applications and are also available pre-wired to Badger Meter approved AMR/AMl solutions. See details at www.badgermeter.com. SPECIFICATIONS Compound Series Model 2" (50 mm) 3" (80 mm) 4" (100 mm) 6" (150 mm) Meter Flanges, Class 150 2" elliptical or round 3" round 4" round 6" round (50 mm) (80 mm) (100 mm) (150 mm) Typical Operating Range 0.5 ... 200gpm 0.5 ... 450gpm 0.75 ... l000gpm 0.75 ... 2000gpm (100% ± 1.5%) (0.1.. .45 m3/h) (0.1.. .102 m3/h) (0.17.. .227 m3/h) (0.17.. .454.4 m3/h) Low Flow Registration 0.25 gpm (0.06 m3/h) (97% minimum) 0.25 gpm (0.06 m3/h) 0.375 gpm (0.09 m3/h) 0.375 gpm (0.09 m3/h) Maximum Continuous Flow 170 gpm (38.3 m3/h) 400 gpm (90.3 m3/h) 800 gpm (181.6 m3/h) 1500 gpm (340.5 m3/h) Pressure Loss at Maximum Continuous Flow 5.4 psi at 170 gpm 6.0 psi at 400 gpm 11.0 psi at 800 gpm 9.3 psi at 1500 gpm (0.38 bar at 38.3 m3/h) (0.41 bar at 90.3 m3/h) (0.75 bar at 181.6 m3/h) (0.64 bar at 340.5 m3/h) Crossover Flow Rate, 12 gpm Typical 12 gpm 20 gpm 30 gpm Pressure Loss at Crossover 3.5 psi (0.24 bar) 4.0 psi (0.28 bar) 4.0 psi (0.28 bar) 5.0 psi (0.35 bar) Minimum Crossover Accuracy 97% 97% 97% 95% Maximum Operating Pressure 150 psi (10 bar) Maximum Operating Temperature 105° F (41°C) Test Plug 1-1/2" I 2" Materials Meter Housing & Cover Lead-free bronze alloy Turbo Cast Head Lead-free bronze alloy Nose Cone & Straightening Vanes Thermoplastic Rotor Thermoplastic Rotor Radial Bearings Lubricated thermoplastic Rotor Thrust Bearing Sapphire jewels Rotor Bearing Pivots Passivated 316 stainless steel Calibration Mechanism Stainless steel & thermoplastic Measuring Chamber & Disc Thermoplastic High Flow Valve Stainless steel& thermoplastic Magnets Ceramic Register Lens Glass Register Housing & Cover Thermoplastic or bronze Trim Stainless steel Drain Plug (3/4") Stainless steel or lead-free bronze alloy Test Plug Stainless steel or lead-free bronze alloy Page 2 September2013 I Product Data Sheet PHYSICAL DIMENSIONS Compound Series Model 2" Elliptical (50 mm) 2" Round (50 mm) 3(80mm) 4'(loomm) 6'(l5omm) Meter& Pipe Size 2(50mm) 3(80mm) 4(100mm) 6(150mm) Net Weight 45 lb (20.4 kg) 71.5 lb (32.4kg) 85 lb (38.4 kg) 152 lb (68.7 kg) Shipping Weight 63 lb (28.5 kg) 99.5 lb (45 kg) 120 lb (53.8 kg) 200 lb (90.4 kg) Length (A) 15-1/4"" (387 mm) 17" (432 mm) 20" (508 mm)** 24(610mm) Width (B) 7-3/8' (187 mm) 9-1/4" (235 mm) 9-1/8" (232 mm) 12-3/8' (314 mm) Height (C) 5-7/8(149mm) 6-5/8(168mm) 7-1/4(184mm) 8-7/8(225 mm) Flange (D) 5/8(16mm) 3/4(19mm) 7/8(22mm) 15/16" (24 mm) Bolt Circle (E) 4-1/2(114mm) 4-3/4(121 mm) 6(152mm) 7-1/2" (190.5 mm) 9-1/2" (241 mm) Centerline (C) to Base (F) 2-3/4" (70 mm) 3-5/8" (92 mm) 4-1/4" 008 mm) 5-3/8" 037 mm) Number of Bolts 2 4 4 8 8 "Adapter available to increase total length to 17" (432 mm). ""Adapter available to increase total length to 24" (610 mm). Elliptical Flange (2" Only) Round Flange September2013 Page 3 Mn ..iiii...•.uuiii.....iuuui.s•IuuuI.•..III u.iui...;;;;;;.uuuui.u•uuuIIII..uuIII .i,iii....uiiu..SIR .uiuui....uuflhI•••u.IIl uuiuul••UU11111•••duuiuui•••UIUIIUI•U•.UIIl .uuuut.u•..iiii.u. ..uuuuiu•..uuuiu..uuui uIuIII••••Uiiiii•U•U•uulII.•.UIIIIlU•.HII ..nn....,iii..111111....uuiui....uuui Reliab le Bulletin 006 Rev. I Model RFC30 (SIN RA0611) Model RFC43 (SIN RA0612) Model RFC49 (SIN RA0616) Residential Flat Concealed Sprinklers C CD 0 0 0 CD A Residential Flat Concealed Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with 1/2" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VK KW Product Description Model RFC30, RFC43 and RFC49 Concealed Residen- tial Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Main Lover Hate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classifica- tion solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2 /8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating _____ Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) °F °C °F °C °F °C RFC 30 1/2" (15) 21/64 (8,2) 165 74 (RA0611) 135 57 100 38 3.0(43.2) 175 (12) RFC 43 (RA0612) 2 "(15) 4(10) 165 74 135 57 100 38 4.3(62) 175 (12) RFC 49 (RA0616) ½ " (15) /16(11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Fl Pressure GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0 (0,62) Smooth Ceilings 1/2 to 1(13 to 25.4) Beamed ceilings per NFPA 13D, 13R or concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams 1/2 to 1(13 to 25.4) For Ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12 (3,6 x 36) 12(3,6) 12(4,5) 7.8 (0,54) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13(49) 9.1(0,63)- 16 x 16(4,9 x 4,9) 16(4,9) 13 (49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams ½ to 1(13 to 25.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68) 17.5 (1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Max. Coverage Max. Spacing Ordinary Temp. Rating (165' 4-C) Top of Deflector Minimum area Ft x Ft (m x m) Ft (m) to Ceiling Inch (mm) Installation yp Type Spacing Ft (m) Flow Pressure GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(13 to 25.4) 14 x 14 (4,3 x 4,3) 14(4,3) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 16(4,9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1(13 to 25.4) Concealed 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12.0 (0,83) 20x 20(6,1 x 6,1) 20(6,1) 20 (75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K- factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a5/16", and /16" orifice. Temperature rating shall be Ordinary 165°F (74°C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 3. Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes 1 Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished. Bronze Black Plating Black Paint Off White Satin Chrome (') Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. x I/2 REDUCING TEE OR ELBOW f---JL- -]- ijj I -ill 2 [66.55mm] [58.42mm] DL4 HOLE IN CEILING CUP [12.70mm] MAX Itll1 70 FACE OF CEILING 2 [50.8mm] M4)) FACE OF FITI7NG COVER AWUS7MENT DIMENSION 1 H I/2 [12.70mmmcEIUN 1 (25.4mm] MAX. DROPPED DEFLECTOR TO CEXING [4.96mm] FLAT COVER PLA7E [84.2fmm] DA. CE7UNG ASSEMBLY COVER PLATE: 1/2" [12.7mm] ADJUSTMENT The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, o other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products nanulactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced bi the most highly qualified aid reputable sprinkle) contractors located nroughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled — ® (E-00) 431-1588 Sales Offices Paper ReliablLi (EOO) 848-6051 Sales Fax Revision tines indicate upda)ed or new data. (914) 829-2042 Corporate Offices vww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261 R I,a bi Bulletin 135 Rev.G Model Fl Residential Sprinklers for Design Density of .05 gpmlft CO CD -L () CTI DO CD Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm1ft2 Types: F1 Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/F1 Fl Res 76 Recessed Pendent/FP Fl Res 30 COP Pendent Fl Res 490CR Pendent Fl Res 58 COP Pendent Fl Res 76 COP Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 58 HSW Fl Res 58 HSW Recessed HSW/F2 Fl Res 44SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers The Reliable Automatic Sprinkler Co., Inc., F1 Res 30,49,58&76 F1 Res 30,49,58 & 76 Recessed Pendent I Fl Recessed Pendent/ FP Fl Res 30, 49, 58 & 76 Fl Res 44&58 CCP Pendent Recessed HSW/F2 Fl Res 44 SWC Fl Res 40 Recessed HSW/F2 The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R½) K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model Fl Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. 103 Fairview Park Drive, Elmsford, New York 10523 Product Description Model Fl Res Pendent sprinklers (Figs. 1 2, 3, & 4) are fast response sprinklers combining excellent durability high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs 5,6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkle i coverage in residential fire protection design. . ~, "r_r, ~. 13.5FG03 Installation Models Fl Res sprinklers are to be installed as shown. Model Ft F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & Model Fl Res 30, 49, 58 & 76 Pendent SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent/F2 Model Fl Res 49, 58 & 76 Recessed Pendent I Fl 2 l/4 -POLE O. (57.2m,,J I•X 012'REDUCER 1 I PAtOPfltThWC7O FUNS ON AOASD"T O3SVU 735FG02 __________ 2 27/j2' IZ. (72.2m"J Fig. 1 Fig. 2 Escutcheon*, Fl or F2, Data: Adjustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl /4(19.0) Min.=3/4" (19.1) Max.=1%" (38.1) 3/615/6(4724O) F2 )2 (12.7) Min.= '/6 (23.8) Max.=1)/2" (38.1) /6 - 'X6 (4.7 - 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Nominal Sprinkler Max Max. Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch OF °c OF °C (mm) (bar) (mm) "NPT 2/64' (8.2) 155 175 68 79 I 175 (12) 100 38 3.0 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4!(1 00mm) Max. Sprinkler Flow Pressure Sprinkler Spacing gpm (Lpm) psi (bar) Identification ft (m) Number (SIN) 12 x 12 (3.6x3.6) 8(30.3) 7.0 (0.48) R3511 14 x 14 (4.3x4.3) 10(37.8) 11(0.76) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max Max Actual Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating Temp. Factor Inch OF I °c OF I 0 (mm) (bar) (mm) /"NPT /6(11) 155 1751 68 79 175(12) 100 150166 38 49 2.25(57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft_(m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 16.7 (1.14) 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16 x 16 (4.9x4.9) 13 (49) 7.0 (0.48) 18 x 18 (5.5x5.5) 17(64.3) 12.0 (0.83) 20 x 20 (6.1x6.1) 20(75.7) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar ) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15(57) 9.4 (0.65) R3516 20.2(1.4) 14 x 14 (4.3x4.3) 16(60.5) 10.6 (0.73) 16x 16(4.9x4.9) 17(64.3) 12.0 (0.83) 18x 18(5.5x5.5) 19(72) 15.0(1.0) 20 x 20 (6.1x6.1) 22(83.2) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating psi Temp. Factor Inch OF I oc OF I 00 (mm) (bar) (mm) 1/2" NFl (R'/2) /2' (13) 155 1751 68 79 175(12) 100 1501 38 66 5.8 2.25 (57) Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing gpm (Lpm) psi (bar) Deflector Identification ft (m) _ Inch (mm) Number (SIN) 12 x 12 (3.6x3.6) 16(61) 7.6(0.53) 1-4 (25-100) R3513 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 16x 16(4.9x4.9) 16(61) 7.6 (0.53) 18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 14.4(1.0) 20 x 20 (6.1x6.1) 22(83.3) 3. Technical Data: Fl Res 76 Pendent and Recessed Pendent Nominal Spñilder Max. Max. -grader Thread Orifice Tayp Pressure AIT*3ieflt K Length Size Inch (mm) Rating psi (bar) Ten. Fador hch (mm) OF o OF 00 NPT (R3,) 1%2 (13.5) 155 175 68 I 79 175(12) 100 150 66 38 I 7.6 2.25 (57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6 (0.53) R7618 9.2(0.63) 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6(0.53) 18 x 18 (5.5x5.5) 21 7.6(0.53) 20 x 20 (6. 1 x6. 1) 23 Model Fl Res 30, 49, 58 & 76 cup Pendent Model Fl Res 30, 49, 58 & 76 Recessed Pendent I FP FP push-on/thread-off escutcheon - 2 5/8" [66.7mm] 0/A. 2 5/I6" 0/A. HOLE /N CEILING (58.7mm] CUP 1'x112" REDUCER CUP CEILING I 7/4" (31.5mm] MAX. FACE OF flIT/NC TO FACE OF CEILING ''•'1 0/MEWS/ON 'I COVER ADJUSTMENT / HEIGHT 3 5/16" 0/A. 135FG04D I [84.1mm] Fl RES 30, 49, 58 & 76 CCP PEND. CWNG 112 (IJnm) M FP ADJu5TNENr 2 5/8 014. (56.7,,,,,,) HOLE IN CEILING 2 5/I6 014. (58.7,o,,J CUP I I IX I/2RIVIJCER fjjj O0SVI D11h C! OF FIrING 1 FlFP1U 3 DIMENSION Wo Fig. 3 Fig. 4 NOTE: The Fl Res 76 will use a 1" x 3/4" reducer. 4. CCP Ootions Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) y2 (12.7) /6(79) 3/4(19) FP Data "A": L FP Position Inch (mm) Max. Recessed X6(11) Mm. Recessed '/6 (24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent / FP Nominal Sprinkler cc Max Max. Sprinkler Thread Orifice Teni Temp.Pressure i e Antient K Length Inch Rating InchSize RIM )SII) Ten Factor (mm) () OF CC OF I OF I , NPT 2)/'(82) 155! 68 1351 57 175 (12) 100! 38 ao 2.25 112) (B I I _L_ Max. Sprinkler Flow Pressure Sprinkler Spacing gpm(Lpm) psi (bar) Identification ft (M-) i I Number (SIN) 12 x 12 (3.6x3,6) I 8(30.3) I 7.0 (0.48) R3511 13.4(0.92) 14x14(4.3x4.3)_I_11(41.6) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Nominal Sprinkler CCP Max ñider Thread Orifice Teni Teni Assem*Max Ambient Pressure K Length Size Inch iing nsi Teniti InchFiig Factor (mm) (m) OF _I 0 NFl 6 (h1) 15568 1351 °F_°c 57 175 (12) iool I 38 4.9 25 (R½) I I Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) __ Sprinkler lton Number (SIN) ___ 12x_12(3.6x3.6) 13(49) 7.0(0.48) 1 R3516 14_x_14_(4.3x4.3) 13(49) 7.0(0.48) 16_x_16(4.9x4.9) 14 53) 8.2(0.56) 18x_18(5.5x5.5) 18(68.1) 1 13,5(0.93) Nominal Sprinkler CCP c Max.kler Thread Orifice Teni Assenft Pressure Ambient K Length Size Inch Rating psi Temp. Far Inch (mm) (bar) (MM)) °F ¶ ½ "NPT '(13) 15568 _CC 135 _CC _57 175(12) °FI_CC 10038 1 5.8 2.25(57) Max. Sprinkler Spacing ft (m)_ fl gpm (Lpm) Pressure psi (bar) Sprinklerow Identification Number (SIN) ___ 12x_12(3.6x3,6) 16(61) 7.6(0.53) R3513 1 14.4(1.0) 14x_14(4.3x4.3) 16(61) 7.6_(0.53) 16x_16(4.9x4.9) 16(61) 7.6(0.53) 18_x_18(5.5x5.5) 1 19(72) 10.8(0.75) 20x20.1x6.1) 1 22(83.3) 20x20(6.1x6.1) 20 (75.7) 16.7(1.14) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprinkler cc MaxMa Thread Orifice Temp. Ast Pressue Ambient K SPOrWer Length Size Inch Rating psi Temp Factor Inch (mm) ______ (mm) (bar) OF CF I_CC CF I 3%"NPT (R3/4) %" (13.5) 15568 1751_79 _°C 13557 175(12) 100138 1501_66 76 2.25(57) Max. Sprinkler ft (m) Spacing Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12_x_12(3.6x3.6) 21 7.6(0.53) R7618 14_x_14_(4.3x4.3) 21 7.6(0.53) 16 _x_16(4.9x4.9) 21 7.6(0.53) 18_x_18_(5.5x5.5) 22 8.4(0.58) 20x20(6.1x6.1) 1 25 1 10.8(0.74) 5. Escutcheon, F2, Data: Type Adjustment I Face of Fitting I I to wall Inch (mm) Inch (mm) i F2 (13) 1 3/6 -%(4.7 -17.4)l Model Fl Res 44 & 58 HSW Model Fl Res 44&58 Recessed HSW/F2 F2 escutcheon, y" (13mm adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Nominal Spriilder Max. Max. s1ngder Thead Orifice Teni Pessue Antient K Length Si2e Inch Ratlig psi Teni Facr Inch OF I cc cf; cc (mm) (bar) (mm) 1/2'NPT 3/(10) 155 1751 68 79 175(12) iool 1501 38 66 4.4 2.45 (62) Max. Sprinkler Spacing ft (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) Identification Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 12(45.4) 7.5(0.52) R3531 14x 14(4.3x4.3) 155(68) 175(79) 14(53.0) 10.2(0.71) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16x 18(4.9x5.5) 155(68) 175(79) 18(68.1) 16.8(1.16) 18x 18(5.5x5.5) 155(68) 175(79) 19(72.0) 18.7(1.29) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 79 14(53.0) 10.2 (0.71) 27.4(l.89) 14 x 14 (4.3x4.3) 155 (68) 175 79 16(60.6) 13.3 (0.92) 16x 16(4.9x4.9) 155(68) 175 79 17(64.4) 15.0 (1.04) 16x 18(4.9x5.5) 155(68) 175(79) 20(75.7) 20.7(1.43) 16 x 20(4.9x6.1) 155 (68) 1 175 (79) 23 (87.1) Escutcheon, F2, Data: Type Adjustment I Face of Fitting I to wall Inch (mm) I Inch (mm) F2 % (13) I3/6 1 e (47174) / Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Spnilder Max Max SpIiJCJer Ttad Orifice Teni Remjm Ambient K Lngtli Sbe Inch F1iig p TeniFactor hch OF °c OF OC (mm) (bar) (mm) 1/2"NFT yç (13) 155 1751 68 79 175(12) 100 150 I 38 I 66 5.8 2.45 (62) Ma.Spnnkler Spacing ft (m) ciling Deflector Inch (mm) Sprinkler Temp. Rating OF (°C) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155(68) 175 (79) 16(60.6) 7.6(0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18 (68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) 155(68) 175 (79) 21(79.5) 13.2 (0.91) 16x 18(4.9x5.5) 155(68) 175(79) 25(94.7) 18.6(l.28) 16 x 20 (4.9x6. 1) 155(68) 175(79) 29(109.8) 25(1.73) 12x 12(3.6x3.6) 6-12 (152305) 155(68) 175(79) 22(83.3) 14.4(l.0) 28.6(l.97) 14x 14(4.3x4.3) 155(68) 175(79) 22(83.3) 14.4(1.0) 16x 16(4.9x4.9) 155(68) 175(79) 26(98.4) 20.1 (1.39) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 31(117.4) 7. Model Fl Res 44 SWC 4 to 72 (707.60mm To 7 7/4 ((31.75-1 Mo,dmum _ - 304.80mm)_________ Face Of F77jin F PUSH To Wall Oimen,on ON COVER, THEN I TURN TO ADJUST UNTIL J TIGHT AGAINST WALL. 7 S 7/2 Reduce,' Recommended 't TURN COLLAR UNTIL —" WRENCH BOSS. SPRINKLER _:i 7/2•7 Fl RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Nominal Orifice SprinW Temp. CTeni Rallig Max Pressure Max AntientTeni K Sptiilder Length Sbe Inch Ratiiq ________ psi __________ Factor kidi OF I °C CF cc CF I °c (mm) (bar) (mm) 112"NPT (R½) (10) 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Max. Sprinkler Spacing ft(m) Ceiling -o- Deflector Flow gpm (Lpm) Inch (mm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13(49.2) 8.7(0.60) R3531 20.7(l 43) 14 x 14(4.3x4.3) 14(53.0) 10.2 (0.71) 16x 16(4.9x4.9) __ 17(64.3) 15.0 (1.1) 16x 18(4.9x5.5) 19(71.8) 18.7(1.13) 16 x 20 (4.9x6.1) 23(87.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2(0.71) 14x 14(4.3x4.3) 15 (56.7) 11.7 (0.81) 16 x 16 (4.9x4.9) 18(68.1) 16.8(l.16) 16 x 18 (4.9x5.5) 20(75.6) I 2 7/4 HOLE ON. [57.2',] CEILING TO DEFLECTOR I' X I/2 REDUCER DIMENSION 2 27132- Dk TURN COLLAR UNTIL TIGHT AGAiNST SPRINKLER WRENCH BOSS. I/2 [13-1IJNt06-C -.. ADJUSTMENT Fl RES 58, 44 & 40 HSW/F2 1 35FG05 Escutcheon. F2. Data: Type Adjustment I Face of Fitting I to wall Inch (mm) Inch (mm) F2 X(13) 1y6 (47174) 2. • Model Fl Res 40 Recessed MrrlcI Fl Pgc L1fl I.lW HSW/F2 F2 escutcheon, /2" adjustmei FACE OF FIT7INC To WALL DIMENSION Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Nominal Sprinkler Max. Max Spriilder ThEad Orifice TetT1 Ptessue Ambient K Length Sbe Inch Ftiig p Ten,. Inch °F cc p c ___ (mm) (bar) (mm) Y2"NPT _ 3/" (10) 155 175 68 I 79 175(12) 100 150 I 38 I 66 4.0 2.45 (62) Max. Sprinkler Ceiling Sprinkler Temp. How Pressure Sprinkler Spacing Rating gpm IdentificationDeflector psi (bar) ft (m) OF (°C) Inch (mm) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175 (79) 13(49.0) 10.6 (0.73) 14x14(4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10) 16 x 16 (4.9x4.9) 155 (68) 17(64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) 175 (79) 18(68.1) 20.2(l.39) _______ 16 x 18 (4.9x5.5) 155 (68) 175 (79) 20(75.7) 25.0(1.72) R3538 18 x 18 (5.5x5.5) 155 (68) 175 (79) 22(83.3) 30.2 (2.08) 25.0(1.72) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23(87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 13(49.0) 10.6(0.73) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 17(64.3) 18.1 (1.24) 16x 16 (4.9x4.9) 155(68) 175(79) 20(75.7) 91 Finishes" Standard Finishes Sprinkler Fl, F2, FP Cover Plates Escutcheons Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated Special Application Finishes Sprinkler Fl, F2, Cover Plates Escutcheons Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome " Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 130, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturers installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model El Res 30, 49 & 58, SIN R351 1, R3516 & R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish Model Fl Res 49 & 58 Recessed Pendent/F1, Model Fl Res 30,49 & 58 Recessed PendentlF2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers enginered to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FR)]. Standard finish shall be [brass] [bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model El Res 3.0, 49 & 58 Recessed Pendent/El] [Model El Res 30, 49 & 58 Recessed Pendent/E2] [Model Fl Res 30, 49 & 58 Recessed Pendent/FP] SIN R351 1, R3516 & R3513 (Bulletin 135). 10. Model Fl Res 30,49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a 1/2" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 COP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (681C)] [175°F (791C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace horizontal sidewall sprinkler" with recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and haying a temperature rating of [155°F (681C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpmlft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NFl thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineerd to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] [with 3%" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/F1] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NFl thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Crpaj2tirur, or other mAwi vreications and 'et,'ti'e provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qual tied and reputable sprinkler coitrectors located throirghotit the United States. Canada and foreign countries. Manufactured by Reliable The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices w.reliablesprinkler.com Internet Address Recycled \ Paper Revision lines indicate updated or now data. EG. Printed in U.S.A. 06/08 PIN 9999970235 Model Fl FR Series Quick Response Glass Bulb Sprinklers ':4 El Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/F1/F2 Recessed Concealed Recessed Horizontal Sidewall Pendent PendentJFP XLH Upright XLH Pendent Pendent F1/F2 Product Description Reliable Model F1 FR series sprinklers are quick-response automatic sprin- klers with a glass bulb thermal element. Model FlFR series sprinklers are Stan- dard Spray sprinklers, with the excep- Upright Pendent Bulletin 014 Rev. N Reliable Model Fl FR56 Sprinkler Types Standard Spray Upright Standard Spray Pendent Conventional Upright/Pendent Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Spray Pendent Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Spray Pendent Model F1FR42, F1FRXLH & F1FR28 Sprinkler Types Standard Spray Upright Standard Spray Pendent Model Fl FR40 Sprinkler Types Standard Spray Pendent Model Fl FR42, Fl FR40, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Spray Pendent Model Fl FR56LL & Fl FR42LL NSF Certified Low Lead Sprinkler Types Standard Spray Pendent with less than 0.25% Lead Content Listing & Approvals The following organizations provide Listings or Approvals for various Model Fl FR series sprinklers. See the Design and Installation table in this Bulletin for information on specific listings and approvals applicable to each sprin- kler. Underwriters Laboratories Inc. and Certified for Canada (cULus). FM Approvals (FM) Loss Prevention Certification Board (LPCB) VdS Schadenverhutung GmbH (VdS) NSF Certified to NSF/ANSi Standard 61 Annex G (NSF) EC Certificate: 0786-CPD-40239 (RA1414), 0786- CPD-40251 (RA1425), 0786-CPD-40252 (RA1475) (EC) UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler tion of the Model El FR56 Conventional XLH Recessed sprinkler which is an Old-style/Conven- Pendent FP tional sprinkler. The Model F1FR Series automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrat- ed response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR Series sprinklers to apply water to a fire faster than standard-response sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely man- ufactured glass capsule. This glass bulb is specially con- structed to provide fast thermal response. Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Model Fl FR Series sprinklers provide a wide range of op- tions where quick-response, glass bulb sprinklers are used: Pendent, recessed pendent, upright, horizontal side- wall, and vertical sidewall deflectors K-factors of 2.8 (40 metric), 4.0 (57 metric), 4.2 (60 metric), and 5.6 (80 metric) Flush, recessed, and concealed installations See the Design and Installation Information table in this Bulletin for information on the approvals and availability of specific Model Fl FR series sprinkler configurations. Model F1FR Recessed Pendent and Recessed Horizon- tal Sidewall sprinklers are required to be used with Reliable Model El, F2, or FP recessed escutcheons. See the Re- cessed Escutcheon Data table in this Bulletin for listing and approval information with each specific Model F1FR series sprinkler. Model Fl and F2 recessed escutcheons, shown in Fig. 1 and 3, are a friction fit assembly allowing for 3/4-inch (19mm) and 1/2-inch (12.7mm) of adjustment, respectively. Model FP recessed escutcheons, shown in Fig. 2, provide a 1/2-inch (12.7mm) threaded adjustment. Model E1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers are required to be used with Model CCP cover plates. A standard profile Model CCP cov- er plate is available that provides up to 1/2-inch (12.7mm) of cover plate adjustment. In addition, a low profile Model CCP cover plate is also available that provides up to 5/16-inch (8.0mm) of cover plate adjustment. See the Design and In- stallation Information and Listed and Approved Temperature Ratings tables in this Bulletin for further information on ap- proved cover plate options. Application Model F1FR Series sprinklers are intended for use in accordance with NEPA 13, FM Property Loss Prevention Data Sheets, and the requirements of the Authority Hav- ing Jurisdiction. Care must be exercised that the k-factor, temperature rating, deflector style, and sprinkler type are in accordance with the requirements of the applicable design and installation standards. In addition, Model FlEA Series sprinklers must be used in accordance with their listings and approvals, as well as the information provided in this Bulletin. Installation Glass bulb sprinklers have orange bulb protectors or pro- tective caps to minimize bulb damage during shipping, han- dling and installation. Reliable sprinkler installation wrench- es are designed to install sprinklers with bulb protectors in place. Remove the bulb protector at the time when the sprin- kler system is placed in service for fire protection. Removal of the bulb protector before this time may leave the bulb vul- nerable to damage. Remove bulb protectors by undoing the clasp by hand. Do not use tools to remove bulb protectors. 2. Model F1FR Series sprinklers must be installed with the Reliable sprinkler installation wrench identified in the Design and Installation Information table in this Bulletin. Any other wrench may damage the sprinkler. A leak tight sprinkler joint can be obtained with a torque of 8 to 18 lb-ft (11 to 24 N-m). Do not tighten sprinklers over the maximum recommended installation torque. Exceeding the maximum recommended installation torque may cause leakage or impairment of the sprinkler. Recessed Sprinklers Model Fl FR Series Recessed sprinklers are to be installed as shown in Fig. 1, Fig. 2, or Fig. 3, as applicable to the spe- cific model being installed. The Recessed Escutcheon Data table in the Bulletin identifies the only recessed escutcheons that are permitted to be used with each Model Fl FR Series Recessed sprinkler. The use of any other recessed escutch- eon will void all approvals and negate all warranties. Concealed Sprinklers Model F1FR Series Concealed Pendent sprinklers are to be installed as shown in Fig. 4 or Fig. 5, as applicable to the selected cover plate. Model Fl FR56 Concealed Pendent and Model El FR56LL Concealed Pendent sprinklers have a factory-installed Model CCP cup. A protective cap is in- stalled at the factory that should remain on the sprinkler until the sprinkler is installed and should then be reinstalled on the sprinkler until the cover plate is installed. The concealed sprinkler assemblies are completed by the installation of a Model CCP push-on/thread-off cover plate assembly. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded engage- ment. A choice of two Model CCP cover plate assemblies provides either 1/2-inch (13mm) or 5/8-inch (8mm) of cover adjustment. Do not install Model F1FR Series Concealed Pendent sprinklers in ceilings which have positive pressure in the space above. Model F1FR Series Concealed Pendent sprinklers require a 2-5/8-inch (67mm) diameter hole to be cut in the ceiling. The Model RC1 wrench is used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. Remove the protective cap to install the sprinkler, then reinstall the protective cap until the cover plate is installed. When inserting or remov- ing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. Do not wrench any other part of the sprinkler/cup assembly Installation is com- pleted by removing the protective cap from the sprinkler and pushing the cover plate onto the cup. Anal adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning the cover plate in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impediment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any concealed cover plate/cup assembly other than the Reliable Model CCP with Model F1FR56 Concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifically listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Technical Data: Sensitivity: Quick-response Thread Size: 1/2-inch NPT standard; ISO 7-R1/2 optional Maximum Working Pressure: 175 psi (12 bar) - 100% Factory tested hydrostatically to 500 psi (34.5 bar) SIN RA1425, RA1414 & RA1435 cULus listed for 250 psi (17 bar) Design and Installation Information Model Nominal K-factor Nominal Orifice Diameter D / t fl eecor p Orientation Nominal S Sprinkler Height Installation Wrench SIN Listings and Approvals Approval Notes US Metric inches mm inchesi mm Pendent 2.25 57 D RA1411 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1411 cULus 2 F1FR28 2.8 40 3/8 10 Upright 2.25 57 D RA1421 cULus 1,2 F1FR40 4.0 57 3/8 10 Pendent 2.25 57 D RA1418 VdS Recessed Pendent 2.25 57 GFR2 RA1418 VdS Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 F1FR42 4.2 60 7/16 10 Upright 2.25 57 D RA1423 cULus 1,2 F1FR42LL 4.2 60 7/16 10 Pendent 2.25 57 D RA1410 cULus, NSF Recessed Pendent 2.25 57 GFR2 RA1410 cULus, NSF F1FRXLH Pendent 2.25 57 D RA1413 cULus 2 Recessed Pendent 2.25 57 GFR2 RA1413 cULus 2 (F1FR42 4.2 60 7/16 10 with Pintle) Upright 2.25 57 D RA1423 cULus 1,2 Pendent 2.25 57 0 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Recessed Pendent 2.25 57 GFR2 RA1414 cULus, FM, LPCB, VdS, EC 1,2,3,4 Concealed Pendent 2.25 57 RC1 RA1414 cULus,VdS,EC 5,6 F1FR56 5.6 80 1/2 15 Upright 2.25 57 D RA1425 cULus, FM, LPCB, VdS, EC 1,2,3,4 "Conventional 2.25 57 (Pendent or Upright)" D RA1475 LPCB, VdS, EC 4 Pendent 2.25 57 D RA1415 cULus, NSF 1 Recessed Pendent 2.25 57 GFR2 RA1415 cULus, NSF F1FR56LL 5.6 80 1/2 15 Concealed Pendent 2.25 57 RC1 RA1414 cULus, NSF 6 Horizontal Sidewall 2.63 67 D RA1435 cULus, FM 1,2,3,7 F1FR56 5.6 80 1/2 15 Recessed Horizontal 2.63 Sidewall 67 GFR2 RA1435 cULus, FM 8 F1FR56 5.6 80 1/2 15 Vertical Sidewall (Pendent or Upright) 2.25 57 D RA1485 cULus, FM, LPCB 1,2,3,9 cULus Listed Corrosion Resistant sprinkler when ordered with available Polyester coating. (2) cULus Listed Corrosion Resistant sprinkler when ordered with available Electroless Nickel PTFE plating. Available with FM approved Polyester coating in black or white. Available with LPCB and VdS approved Polyester coating. VdS and EC approvals of the F1 FR56 Concealed Pendent sprinkler are for 155°F (68°C) temperature rated sprinklers only. VdS approved sprin- klers must use Norbulb brand glass bulbs with the 1/2-inch (12.7mm) adjustment Model CCP cover plate only. Model F1FR56 concealed Pendent and Model F1FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates, available as either standard depth with 1/2-inch (12.7mm) of adjustment or low profile with 5/16-inch (8.0 mm) of adjustment. cULus Listing of the F1FR56 Horizontal Sidewall sprinkler is for Light and Ordinary Hazard occupancies only. FM Approval of the F1FR56 Hori- zontal Sidewall sprinkler is for Light Hazard occupancies only. (6) cULus Listing and FM Approval of the Fl FR56 Recessed Horizontal Sidewall sprinkler is for Light Hazard occupancies only. The Fl FR56 Vertical Sidewall sprinkler is listed and approved for use only in Light Hazard occupancies. Minimum to maximum deflector to ceil- ing distance shall be 4 inches to 12 inches (102mm to 305mm). LPCB approval of the F1FR56 Vertical Sidewall sprinkler is for installation in the Pendent position only. 3. Listed and Approved Temperature Ratings Model Deflector/ Orientation Ordinary Temp. Classification 100°F (38°C) Max. Ambient Temp. Intermediate Temp. Classification 150°F (65°C) Max. Ambient Temp. High Temp. Classification 225°F (107°C) Max. Ambient Temp. 135°F (57°C) Temp. Rating 155°F (68°C) Temp. Rating 175°F (79°C) Temp. Rating 200°F (93°C) Temp. Rating 286°F (141°C) Temp. Rating Orange Bulb Red Bulb I Yellow Bulb Green Bulb Blue Bulb Pendent cULus F1FR28 Recessed Pendent cULus -- Upright cULus _________ Pendent VdS F1FR40 Recessed Pendent VdS I -- Pendent cULus F1FR42 Recessed Pendent cULus -- _________ Upright cULus Pendent -- cULus, NSF -- F1FR42LL _________ Recessed Pendent -- cULus, NSF -- Pendent cULus F1FRXLH Recessed Pendent cULus I -- __________ Upright cULus Pendent cULus, FM, LPCB, VdS, EC Recessed Pendent cULus, FM, LPCB, VdS, EC -- F1FR56 Concealed Pendent* cULus I cULus,VdS,EC cULus -- Upright cULus, FM, LPCB, VdS, EC "Conventional (Pendent or Upright)" LPCB VdS EC Pendent -- cULus, NSF -- F1FR56LL Recessed Pendent -- cULus, NSF -- __________ Concealed Pendent* -- cULus, NSF -- Horizontal Sidewall cULus, FM Fl FR56 __________ Recessed Horizontal Sidewall cULus, FM -- F1FR56 Vertical Sidewall(Pen- cULus, FM, LPCB * Model El FR56 Concealed Pendent and Fl FR56LL Concealed Pendent sprinklers must be used with Reliable Model CCP cover plates. For Ordinary Temperature Classification sprinklers use a 135°F (57°C) temperature rated cover plate. For Intermediate Temperature Classification sprinklers use a 165°F (74°C) temperature rated cover plate. Recessed Escutcheon Data Listed and Approved Recessed Escutcheons Model Fl Model F2 Model FP Model Deflector/ (Fig. 1 & 3) (Fig. 1 & 3) (Fig. 2) SIN Orientation 3/4-inch (19mm) 1/2-inch (12.7mm) 1/2-inch (12.7mm) adjustment adjustment adjustment F1FR28 Recessed Pendent cULus cULus cULus RA1411 F1FR40 Recessed Pendent VdS VdS VdS RA1418 F1FR42 Recessed Pendent cULus cULus cULus RA1413 F1FR42LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1410 F1FR42XLH Recessed Pendent cULus cULus cULus RA1413 F1FR56 Recessed Pendent cULus, LPCB, VdS, cULus FM LPCB, cULus, VdS, EC RA1414 EC VdS,EC F1FR56LL Recessed Pendent cULus, NSF cULus, NSF cULus, NSF RA1415 F1FR56 Recessed Horizontal Sidewall cULus cULus, FM cULus RA1435 0 1' X 1/2' REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8"[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4"[19mm] 7777-7-71 I AT MINIMUM RECESS = 3/8"[9.5mm] Fl ESCUTCHEON - J & AT MAXIMUM RECESS = 7/8 "[22.2mm] 1A T MINIMUM RECESS = 1-5/8141.3mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1-1/8 "[28.6mm] AT MINIMUM RECESS = 1-5/8"[4 1.3mm] TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS ___\\\\\\ F! ESCUTCHEONJ_ 3/4 "[19mm] ADJUSTMENT F2 ESCUTCHEON 1/2"[12.7mm] ADJUSTMENT f 2 7/4" HOLE 0/A. (5 7.2mm] 7 15/76" 0/4 (49.2mm] _---- r If --------- /. \ / I (1 I L 2 21/32" 0/A. (72.2mm] Fig. 1 Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model Fl or F2 escutcheon L—_—_-------I---------J 1" X 1/2" REDUCER 2 5/8" 0/A. [66.7mm] HOLE IN CEILING 2 5/16" DIA. [58.7mm] CUP CEILING 12[12.7mm] ADJUSTMENT FACE OF FITTING TO FACE OF CEILING DIMENSION AT MAXIMUM RECESS = 1-1/2 "[38mm] AT MINIMUM RECESS = 1 "[25.4mm] AT MAXIMUM RECESS = 9/16 "[14.3mm] AT MINIMUM RECESS = 1 '[25.4mm] Fig. 2 Model Fl FR56, Fl FR56LL, Fl FR42, Fl FR40, Fl FR42LL, Fl FRXLH & Fl FR28 Recessed Pendent sprinkler with Model FP escutcheon 5. FACE OF R177NG TO FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1 "[25.4mm] AT MINIMUM RECESS = 3/8 "[9.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4 "[19mm] AT MINIMUM RECESS = 3/8 "[9.5mm] 2 1/4" HOLE 0/A. [57.2mm] 1" X 1/2" REDUCER Fl ESCUTCHEON (L AT AlA VillA/Al Q,W'C - i - T IP "rn 7 - VIflflIIfl#IflI Ifl_.J,J S 5.1/ 1 AT MINIMUM RECESS = 2— 1/16"[52.4mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 1.-5/8'[41.3mm] AT MINIMUM RECESS = 2— 1/16"[52.4mm] 1 15/16" [49.2mm] 7-. LJL 2 27/32" 0/A. [72.2mm] (1) 4"-12" [10 1.6mm-304.8mm] CEILING TO DEFLECTOR TURN COLLAR UNTIL -' TIGHT AGAINST SPRINKLER WRENCH BOSS. H Fl ESCUTCHEON L 3/4"[19mm] ADJUSTMENT F? ESCUTCHEON 1/2"[12. 7mm] ADJUSTMENT RECESSED HSW w/F1 OR F2 ESCUTCHEON (1) FM APPROVED FOR 4" - 6" [10 1.6MM - 152.4MM] CEILING TO DEFLECTOR WITH F2 ONLY. Fig.3 Model El FR56 Recessed Horizontal Sidewall sprinkler with Model El or F2 escutcheon 1" x 1/2" REDUCING TEE OR ELBOW 2 5/16" DIA - HOLE IN CEILING CUP ---- r—i 1 1/2" MAX. FACE OF FITTING FACE OF CEILING 7,1 DIMENSION _TO 15/16" CEILING 1/2" MAX. I COVER ADJUSTMENT COVER PLATE ASSEMBLY 5/16" DIA. SPRINKLER CONCEALED, 1/2" ADJUSTMENT 017FGO1A Fig. 4 Model Fl FR561F1 FR56LL Concealed Pendent sprinkler with standard depth 1/2-inch (12.7mm) adjustment - Model CCP cover plate 1" x 1/2" REDUCING TEE OR ELBOW Tr 2 5/16" CEILING 5/16" MAX. - COVER ADJUSTMENT 2 5/8" DIA. HOLE IN CEILING 1 1/2" MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3/4" COVER PLATE— -' ASSEMBLY SPRINKLER CONCEALED, 5Z16" ADJUSTMENT 0171CO2A Hg. 5- Model Fl FR56IF1 FR56LL Concealed Pendent sprinkler with low profile 5/16-inch (8.0mm) adjustment - Model CCP cover plate Maintenance The Model Fl FR Series sprinklers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Replace any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Finishes (1) Standard Finishes Sprinkler Escutcheon Cover plate0t Bronze Brass Chrome Chrome Plated Chrome White Polyester Plated Coated (4)(5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover plate0t Electroless Nickel PTFE17 Electroless Nickel PTFE Bright Brass Bright Bras S(3) Bright Brass Black Plating Black Plated Black Plated Black Paint Black Paint(2116) Black Paint I Off White Off White (2)(6) Off White Satin Chrome Chrome Dull Chrome Dull I Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. (2) cULus Listed only. 200°F (93°C) maximum. 141 cULus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. 151 FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414, RA1418 (VdS) and RA1475. cULus listed Corrosion Resistant 7 Material Data Frame: DZR Brass, OM Brass, or Low Lead Brass Deflector: CDA Alloy 220, 260, or 510 Load Screw\Pintle: CDA Alloy 360 or 544 Cup: CDA Alloy 651 or 693 Washer: Nickel Alloy 440 or 360, coated with PTFE Adhesive Tape Bulb: Glass Ordering Information Specify: Sprinkler Model: [Fl FR28][F1 FR4O][F1 FR42] [El FR42LL][F1 FRXLH][F1 FR56][F1 FR56LL] Sprinkler Deflector/Orientation: [Pendent] [Recessed Pendent] [Upright] [Conventional] [Horizontal Sidewall] [Recessed Horizontal Sidewall] [Vertical Sidewall] Sprinkler threads: [1/2-inch NPT][ISO 7-191/2] Sprinkler Temperature Rating: [135°F (57°C)][155°F (68°C)][175°F (79-C)] [200-F (93-C)] [286-F (141°C)] Sprinkler Finish Escutcheon Model: [F1][F2][FP] Escutcheon Finish (where applicable) Cover plate Model: [standard profile CCP 1/2-inch (12.7mm) adjustment][low profile CCP 5/16-inch (8.0mm) adjustment] Cover plate Temperature Rating: [135°F (57°C) for use with Ordinary Temperature sprinklers][ 1 65'F (74°C) for use with Intermediate Temperature sprinklers] Cover plate Finish Note: When Model F1FR Series Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. Reliable,,,For Complete Protection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. Automatic sprinklers Flush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is lobe install-3d in accordance with the latest published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, ci- other similar organitions and also with the provisions of governmental codes or ordinances whenever apDlicable. Products nanufactured and dis:ributed by Reliable hive been protecting life and property for over 90 years, and are intallod and serviced by the most highly qualified and reputable sprinkle- contractors located throughout the United States, Canada and foreign countries. Mariulactjred by fleliable Automatic Sprinkler Co., Inc. Recycled ® (00) 431-1588 Sales Offices Ppr (914) 829-2042 Corporate Offices e (800) 848-6051 Sales Fax Revision lines indicate updated or new data. Reliabl ww.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 12 /15 PIN 9999970300 o Hanger L L P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 510 CPVC - STEEL - COPPER HANGER SIZE - 3/41'thru 3" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION To seort horizontal piping - CPVC, Copper or Steel. Hanger in listed mounting positions - Top, Bottom or Side. Also, provides stability on vertical piping. INSTALLATION - Per NFPA 13, 13R, 13D and CPVC manufacturers instructions on top, bottom or side of building element. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 in WOOD: 3/4" - 3" CPVC pipe - #905 screw - no pre-drill. 3/4" - 3" Copper pipe - #905 screw - no pre-drill. 3/4" -3" Steel pipe - 1/4"x 11/2" lag screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 3" Steel pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. *CAN ALSO BE USED TO REPLACE - #500 Pipe Strap #520 Tin Strap Specific AFCON products are exclusively designed to be compatible ONLY with other .4FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - .4FCONvill NOT warrant against the failure of its products when used in combination will, other products, parts or systems not manufactured or sold by AFCON. AFCOuV shall NOT be liable under any circumstances whatsoever for any director indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-.4FCON prodttcts have been, or are used. 2/08 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 511 SIDE MOUNT CPVC - COPPER HANGER SIZE - 3/4" thru 2" pipe. MATERIAL - Carbcn Steel. FINISH - Mu. Galvanized. LISTING/ApPROVtL - 203 - EX 4231, EX 2551 FUNCTION - Hanger on CPVC and Copper pipe. IN5TAi.LATJoJJ - .Per NFPA 13,13R, 13D and CPVC manufacturers instructions on top or bottom of beam. Space by pipe type SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2' Copper pipe - #905 screw - no pre-drill. in STEEL - mm. 18 GA. 3/4" - 2" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. FEATURES * Offset edge eliminates abrasion. * Retainer dimples secure hanger to pipe during installation. * Required AFCON #905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Side View - For Drawings Below Hanger - Wood Stud Hanger - Metal Stud Specific .AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER- AFCON will NOT warrant against the failure of its products when used ,n combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, when non-AFCON products have been, or are used. 2/08 -- Hanger .7 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 513 CPVC — STEEL — COPPER HANGER SIZE - 3/4' thru 2" pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized. LISTING/APPROVAL - 203 - EX 4231, EX 2551 FUNCTION - To support horizontal piping - CPVC, Copper or Steel. Tab up = Hanger. INS'[4LLki'JoN - f-er NFPA 13, I3R and 13D on side (t top of beam. Space by pipe type. SPECIAL NOTE: When installing on CPVC sprinkler system pipe: 'erIfy tnot aU assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13. in WOOD: 3/4" - 2" CPVC pipe - #905 screw - no pre-drill. 3/4" - 2" Copper pipe - #905 screw - no pre-drill. 3/4" - 2" Steel pipe - 1/4"x1 1/2" lag screw - no pre-drill. FEATURES * Offset edge eliminates abrasion. * Required AFCON#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. Specific A FCON products are exclusively designed to be compatible ONLY with other A FCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Bead vised (lie followtitgwarranty restriction svtll apply. DISCLAIMER. .4FCON will NOT warrant against the failure of its products when used in combination sritlt other products, parts orsysteuss not nsattnlactured or sold by AFCON. .4FCON sl,att NOT be Itabic under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not l,m,ted to loss of business or profit, when non-.IFCON products have been, or are used. 2/08 #906 A ;7. vu' P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 514 OFFSET CPVC HANGER SIZE - 3/4" thru 3"pipe. MATERIAL - Carbon Steel. FINISH - Mil. Galvanized.. LISTING/APPROVAL - 203 - EX 4231, EX 2551 PATENT - No. 6,648,278. FUNCTION - 3/4"-2" Hanger/restrainer for horizontal CPVC, Copper or Steel pipe. Listed hanger/restrainer in all 3 n'iounting positions, i.e. vertical surface and both top and bottom of horiontal surface. Provides listed vertical/lateral restraint and prevents upward movement of pipe that supplies a pendent sprinkler below a ceiling. Size 2 %" Hanger for horizontal CPVC pipe. Listed hanger in all 3 mounting positions. i.e. vertical surface and both top and bottom of horizontal surface. Size 3" Hanger for horizontal CPVC pipe in two mounting positions, side and bottom. i.e. vertical surface and bottom of horizontal surface. Stabilizes vertical piping by providing horizontal restraint. INSTALLATION - Per NFPA 13, 13R and 13D. Space by pipe type. install on wood, concrete or steel - See Drawings. Snap over pipe then squeeze strap back allowing pipe to slide freely. Listed When #905 threads are exposed in wood, install #906 backing nut. 3/4 SPECIAL NOTE: When installing on CPVC sprinkler system pipe: Verify that all assembly components are cleaned of any surface oil. FASTENERS - UL Listed per NFPA 13 WOOD - 3/4" - 3" CPVC pipe - #905 screw- no pre-drill. 3/4" - 2" Copper pipe - #905 screw- no pre-drill. 3/4" - 2" Steel pipe - l/4"xl 1/2" lag screw - no pre-drill. Thru 5/8" gypsum board - 1/4" x 2" lag screw. STEEL - mm. 18 GA. - 3/4" - 3" CPVC pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Copper pipe - 1/4" or #14 Tek Screw. 3/4" - 2" Steel pipe - 1/4" or #14 Tek Screw. CONCRETE: Required minimum load each fastener = 5(wi)+2501bs. 2 FEATURES * 1 1/2" Offset - loose fit allows pipe to slide. * 3/4" and 1" pipe size made with common center-line. * Patented design for superior strength. * Offset edge eliminates abrasion. * AFCOI'/#905 screw has 5/16" hex head - included. ORDERING - Part # and pipe size. AFCON #906 backing nut sold separately. Listed Restraint 3/4" thru 2" Specific .1 FCON products are exclusively designed lobe compatible ONLY with other ..IFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the Following warranty restriction will apply. DISCLAIMER AFCON will NOT warrant against the failure of its products when used in combination with otlter products, parts or systems not manufactured or sold byAFCON. AFCOsVshall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss sif business or prsifit, when non-A FCON products have been, or are used. 6/08 L -" 11 Pipe Manufactured for Viking Sup,lyNet by Viking Plastics. LLC (Huntsville, Alabama USA.) 3/4" t Nu Bagmber 34P1PE in'i 240 It - 1" 1PIPE 150 ft 1-1/4" 114P1PE 105 ft 1-1/2" 112P1PE 751t - 2" 2PIPE 60 It - 2-1/2" 212P1PE 30 It - 3" 3P1PE 15 ft BlazeMaster® CPVC fittings are manufactured/supplied for Viking SupplyNet by NIBCO, Inc. Standard Fittings 3/4" V5011-007 250 1" V5011-010 100 1-1/4" V5011-012 25 1-1/2" V5011-015 25 _ 3/4'x3/4"xl" V5011 R-102 10 1"0/4'x3/4" V5011 R-125 100 1"x3/4"xl" V5011 R-126 10 1"xl"x3/4' V5011 R-131 100 1-1/4"xl'0/4" V5011 R-157 5 1-1/4"xl"xl" V5011 R-158 25 1-1/4"xl"xl-1/4" V5011 R-159 5 1-1/4"x1-1/4"x3/4" V5011R-167 25 1-1/4"xl-1/4"xl" V5011 R-168 25 1-1/4"xl -1/4"xl -1/2" V5011 R-169 5 1-1/2"xl-1/4"x3/4" V5011 R-201 5 1-1/2"x1-1/4"xl" V5011 R-202 5 1-1/2"xl-1/2"x3/4" V5011 R-210 25 1-1/2"xl-1/2"xl" V5011R-211 25 L W7 iz Box Qty. 7z Part Number Tee (continued) 2" V5011-020 2 2-1/2" V5011-025 1 3" V5011-030 1 IRMF Part Number Box Qtyl Reducing Tees (continued) 1-1/2"xl -1/2"xl -1/4" V5011 R-212 5 1-1/2"xl-1/2"x2" V5011 R-213 S 2"x2"x3/4" V5011 R-248 2 2"x2"xl" V5011 R-249 10 2"x2"x1-1/4" V5011R-250 2 2"x2"xl-1/2" V5011 R-251 2 2-1/2"x2-1/2"xl" V5011 R-289 1 2-1/2"x2-1/2"xl-1/4" V5011 R-290 1 2-1/2"x2-1/2"xl-1/2" V5011 R-291 1 2-1/2"x2-1/2"x2" V5011R-292 1 3"x3"xl-1/2" V5011 R-337 1 3"x3"x2" V5011 R-338 1 3"x3"x2-1/2" V5011 R-339 1 Tee Reducing Tee www.vikinggroupinc.com Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. Size I •rt Number I Box IS1II Cap (continued) V5017-020 2 2-1/2" V5017-025 1 V5017-030 1 Cap L-1. Standard Fittings continued from Page 1 900 Elbow 450 Elbow Size Part 3/4" Number V5007-007 Box 1 250 V5007-010 100 1-1/4" V5007-012 25 1-1/2" V5007-015 25 V5007-020 10 Size 3/4" Part NumberBox V5006-007 Qty. 250 1" V5006-010 100 1-1/4" V5006-012 5 1-1/2" V5006-015 5 Size I Num I Boxber 90° Elbow (continued) 2-1/2" V5007-025 1 V5007-030 1 1" x 3/4" V5007R-131 100 Size Part Number I Box Qty. 450 Elbow (continued) 2" V5006-020 2 2-1/2" V5006-025 1 3" V5006-030 1 Cross ó0 Size 3/4" Part NumberBox V5035-007 Qty. 10 V5035-010 100 1-1/4" V5035-012 S 1-1/2" V5035-015 6 V5035-020 4 Size Part Number I Box I1;1 Cross (continued) 2-1/2" V5035-025 4 V5035-030 1 1"xl"x3/4"0/4" V5035R-131 10 Coupling Size 3/4" Part Number V5001-007 Box Qty. 250 1" V5001-010 100 1-1/4" V5001-012 25 1-1/2" V5001-015 25 Size I Part Number I Box Qty. Coupling (continued) V5001-020 10 2-1/2" V500I-025 1 V5001-030 1 Size •1 I 11'j Reducing Coupling 1T1 1"x3/4" V5001 R-131 10 Q 1-1/4" x 1" V5001 R-168 5 1-1/2" x 3/4" V5001 R-210 5 1-1/2" xl" V5001 R-211 5 Size I Part Number I Box Ii1II Reducing Coupling (continued) 1-1/2'x 1-114" V5001 R-212 5 2" x 1" V5001 R-249 2 2" x 1-1/2" V5001 R-251 2 Bushing Size lx 3/4" Part Number V5018-131 Box Qty. 100 1-1/4" x 3/4" V5018-167 25 1-1/4" x 1" V5018-168 25 1-1/2" x 3/4" V5018-210 5 1-1/2" x 1" V5018-211 25 1-1/2" x 1-1/4" V5018-212 25 2" x 3/4" V5018-248 2 2" x 1" V5018-249 2 Size Part Number Box Qty. Bushing (continued) 2" x 1-1/4" V5018-250 2 x 1-1/2" V5018-251 2 2-1/2" x 1-1/4" V5018-290 1 2-1/2" x 1-1/2" V5018-291 1 2-1/2" x 2" V5018-292 1 3" x 2" V5018-338 x 2-1/2" V5018-339 1 www.vikinggroupinc.com Sprinkler Head Adapters I Sprinkler Head Tee with Metal Thread Insert Sprinkler Head Back to Back Cross with Metal Thread Insert BoxSize Part Number Qty. 3/4" x 1/2' V5003SBT-101 100 1" x 1/2" V5003SBT-130 50 Brass starter thread molded into plastic, virtually eliminating cross-threading. Size Part Nu IBox Qty. 3/4" x 1/2" V5003SBI-lO1 100 1" x 1/2" V5003SBI-130 50 1" x 3/4" V5003SBI-131 10 Size PartNumber Box Qty. 3/4" x 1/2" V50032SBl-101 100 1" x 1/2" V50032SBl-130 50 Size 3/4" x 1/2" Pan NumberBox V50073SBl-101 Qty. 100 1" x 1/2" V50073SBl-130 50 1" x 3/4" V500735B1-131 10 1-1/4" x 1/2" V500735B1-166 5 l"xl"xl" PartSize•m V50125B1-010 Box Qty. 50 3/4"x3/4"xl/2" V5012SB1-101 10 1"x1"x1/2" V50125B1-130 50 1-1/4"xl-1/4"x112" V5012SBI-166 5 1-1/2"xl-1/2"xl/2" V50125B1-209 5 2"x2"x1/2" V5012SB1-247 2 BoxSize I Part Numberin'j lxi "xi/2"xi/2" 1-1/8" V50353SBlS-130 1 1 x1"xl/2"xl/2" 1-15/16" V503535B1L-130 1 Size I Part Number I Box Qty. Sprinkler Head Tee w/Metal Thread Inserts (continued) 1"x3/4"xl/2" V5012RSB1-124 10 1-1/4"xl"x112" V5012RSBI-156 5 1-1/2"xl-114"xl/2' V5012RSBI-199 5 2"xl-1/2"xl/2" V5012RSBl-237 2 1 x1/2 x1* V5014RSBl122* 10 *Socket x APT x Socket BRASTIC Sprinkler Head Adapter U Female Sprinkler Head Adapter with Metal Thread Insert cii Spigot Female Sprinkler Head Adapter with Metal Thread Insert cj Sprinkler Head 90 with Metal Thread Insert Back to Back Tee with Metal Threads Insert (ip Test Plug U Size I Part Number Box Qty. 1/2"xl/2"xl" 1-1/8" V5011335B1S-075 48 1/2"xl/2"xl" 1-15/16" V501 133SB1L-075 48 Size Part Number Box Qty. j- YLMIZSIIJ. www.vikinggroupinc.com Standard Union Transition Fittings Female Adapter with Metal Thread Insert Spigot Female Adapter with Metal Thread Insert Size iivii Box Qty. Size Part Number Box Qty. 3/4" V5003B1-007 10 Female Adapter w/Metal Thread Inserts (continued) 1" V500313I-010 50 1-1/2" V5003131-015 5 1-1/4" V5003B1-012 5 2" V5003131-020 2 Size •i;iNumber Box Qty. 3/4" V50032Bl-007 10 1" V50032B1-010 10 Male Adapter with Metal Thread Insert Grooved Coupling Adapter Size Part Number t I Box Qty. 3/4" V5004Bl-007 10 V5004B1-010 10 1-1/4" V5004B1-012 5 Size I Part Number I Box Qty. Male Adapter w/Metal Thread Inserts (continued) 1-1/2" V5004Bl-015 5 2" V5004B1-020 2 Size Part Number I Box i.1I'j Size Part Number I_Box Qty. _____ 1-1/4" V5001 G-012 30 Grooved Coupling Adapter (continued) 1-1/2" V5001 G-015 25 2-1/2" V5001G-025 10 V5001 G-020 15 3" V5001G-030 8 Size 3/4" Part NumberBox V5033E-007 Qty. 1 1" V5033E-010 1 1-1/4" V5033E-012 1 1-1/2" V5033E-015 1 Size I Part Number I Box Qty. Standard Union (continued) V5033E-020 1 2-1/2" V5033E-025 1 V5033E-030 1 Accessories Solvent Cement tSize Part Number Box Qty Quart V5097Q 12 Pint V5097P 12 Dauber Size .Part Number JJi Box Qty Small V5093-S M 100 Large V5093-L mmti= Part Number Box Qty _VA. Size Part Number Box Qty - Refer to manufacturer's DESIGN AND INSTALLATION GUIDE for technical specifications and installation instructions. c®us <~> APPROVED www.vikinggroupinc.com September 20110 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building : CALC AREA 1 Location : CARLSBAD,CA System 1 Contract Data File : PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N NP Mechanical, Inc. ACACIA - PLAN 2 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Date - 9-14-16 Location - CARLSBAD, CA Building - CALC AREA 1 System No. - 1 Contractor - NP MECHANICAL Contract. No. - Calculated By - EH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Page 1 Date 9-14-16 Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )l (X )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 27.32 Psi Required 37.012 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - 8 Psi Elev. E Static (Psi) - 94 Elev. R Residual (Psi) - 75 Other Well Flow (Gpm) - 5,825 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. ACACIA - PLAN 2 Page 2 Date 9-14-16 City Water Supply: Cl - Static Pressure : 84.6 C2 - Residual Pressure: 67.5 C2 - Residual Flow ': 5825 Demand: Dl - Elevation : 9.961 D2 - System Flow : 27.318 D2 - System Pressure : 59.395 Hose ( Demand) : 5 D3 - System Demand : 32.318 Safety Margin : 25.204 150 140 130 p120 R11° E100 590 -c-I-- = 80 U 70 - R 60 E 50D3 40 30 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW( N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 I Fittings Used Summary 41 NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'EII Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90 Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 01 Pressure / Flow Summary - STANDARD NP Mechanical, Inc. Page 4 ACACIA - PLAN 2 Date 9-14-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Rea. 9.0 4.9 7.04 na 13.0 9.0 4.9 8.54 na 14.32 19.0 23.43 na 19.0 23.43 na 19.0 23.43 na 10.0 7.36 na 10.0 8.56 na 10.0 12.22 na 10.0 14.62 na 10.0 24.72 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 20.0 23.0 na 10.0 27.33 na 2.0 37.01 na 5.0 -3.0 40.17 na -3.0 40.46 na -3.0 41.61 na -3.0 41.62 na -3.0 41.62 na -3.0 41.62 na -3.0 41.62 na -3.0 41.63 na 3.0 39.03 na 3.0 47.03 na -3.0 49.63 na -3.0 49.63 na -3.0 54.63 na -3.0 41.62 na -3.0 41.62 na -3.0 41.62 na -3.0 41.62 na -3.0 41.63 na 3.0 39.03 na 3.0 47.03 na -3.0 49.63 na -3.0 49.63 na -3.0 54.63 na -3.0 54.63 na -3.0 54.63 na -3.0 54.63 na -14.0 59.39 na 0.05 256 7.039 0.05 256 7.0 The maximum velocity is 14.61 and it occurs in the pipe between nodes D2 and 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 Di 13.0 0.0944 0.0 8.000 0.755 Vet = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 14.32 0.874 0 3.0 1.000 8.539 K Factor =4.90 to 150.0 0.0 3.000 -0.433 D2 14.32 0.1128 0.0 4.000 0.451 Vet = 7.66 0.0 14.32 8.557 K Factor = 4.90 H3 0.0 0.874 N 7.0 1.000 23.431 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 22.998 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 23.431 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 22.998 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 23.431 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 22.998 K Factor = 0 Di 13.00 0.874 R 1.0 11.667 7.361 to 150.0 0.0 1.000 0.0 D2 13.0 0.0944 0.0 12.667 1.196 Vel= 6.95 D2 14.32 0.874 0 3.0 6.833 8.557 to 150.0 0.0 3.000 0.0 1 27.32 0.3729 0.0 9.833 3.667 Vet = 14.61 1 0.0 0.874 0 3.0 3.417 12.224 to 150.0 0.0 3.000 0.0 2 27.32 0.3731 0.0 6.417 2.394 Vet = 14.61 2 0.0 0.874 3R 3.0 17.083 14.618 to 150.0 N 7.0 10.000 0.0 3 27.32 0.3729 0.0 27.083 10.100 Vet = 14.61 3 0.0 0.874 0 3.0 4.000 24.718 to 150.0 0.0 3.000 0.0 TR 27.32 0.3730 0.0 7.000 2.611 Vet = 14.61 0.0 27.32 27.329 K Factor = 5.23 D3 0.0 0.874 0 3.0 1.083 22.998 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 4.083 0.0 Vet = 0 4 0.0 0.874 R 1.0 10.083 22.998 to 150.0 0 3.0 4.000 0.0 5 0.0 0.0 0.0 14.083 0.0 Vet = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftngs Fe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 0.0 0.874 0 3.0 10.667 22.998 to 150.0 0.0 3.000 0.0 6 0.0 0.0 0.01 13.667 0:0 Vel = 0 6 0.0 0.874 R 1.0 11.000 22.998 to 150.0 0.0 1.000 0.0 7 0.0 0.0 0.0 12.000 0.0 Vel = 0 0.0 0.0 22.998 K Factor = 0 D5 0.0 0.874 0 3.0 2.000 22.998 to 150.0 0.0 3.000 0.0 7 0.0 0.0 0.0 5.000 0.0 Vel = 0 7 0.0 0.874 0 3.0 10.667 22.998 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 13.667 0.0 Vel = 0 8 0.0 0.874 2N 14.0 9.417 22.998 to 150.0 0.0 14.000 0.0 11 0.0 0.0 0.0 23.417 0.0 Vel = 0 11 0.0 0.874 A 1.0 10.000 22.998 to 150.0 0.0 1.000 4.331 TR 0.0 0.0 0.0 11.000 0.0 Vel = 0 0.0 0.0 27.329 K Factor = 0 8 0.0 0.874 R 1.0 10.667 22.998 to 150.0 0 3.0 4.000 0.0 9 0.0 0.0 0.0 14.667 0.0 Vel = 0 9 0.0 0.874 R 1.0 6.500 22.998 to 150.0 0.0 1.000 0.0 10 0.0 0.0 0.0 7.500 0.0 Vel = 0 0.0 0.0 22.998 K Factor = 0 D4 0.0 0.874 0 3.0 2.917 22.998 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.917 0.0 Vel = 0 10 0.0 0.874 3R 3.0 15.167 22.998 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 18.167 0.0 Vel = 0 0.0 0.0 22.998 K Factor = 0 TR 27.32 1.101 2R 2.0 8.000 27.329 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 27.32 0.1212 Fsp 0.0 26.562 3.218 Vel = 9.21 S 9.563 BR 5.00 1.101 0 5.0 1.000 37.012 0a=5 to 150.0 0.0 5.000 2.166 X 32.32 0.1652 0.0 6.000 0.991 Vel = 10.89 X 0.0 1.59 E 5.687 5.000 40.169 to 150.0 0.0 5.687 0.0 EL 32.32 0.0276 0.0 10.687 0.295 Vel = 5.22 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.59 1 11.375 30.000 40.464 to 150.0 0.0 11.375 0.0 102 32.32 0.0276 0.0 41.375. 1.142 Vel = 5.22 102 0.0 6.09 T 46.249 260.000 41.606 to 150.0 0.0 46.249 0.0 103 32.32 0.0 0.0 306.249 0.013 Vel = 0.36 103 -15.36 6.09 T 46.249 160.000 41.619 to 150.0 0.0 46.249 0.0 104 16.96 0.0 0.0 206.249 0.002 Vel = 0.19 0.0 16.96 41.621 K Factor = 2.63 103 15.35 6.09 T 46.249 275.000 41.619 to 150.0 0.0 46.249 0.0 109 15.35 0.0 0.0 321.249 0.003 Vel= 0.17 0.0 15.35 41.622 K Factor = 2.38 104 10.06 6.09 T 46.249 100.000 41.621 to 150.0 0.0 46.249 0.0 105 10.06 0.0 0.0 146.249 0.001 Vel = 0.11 0.0 10.06 41.622 KFactor= 1.56 104 6.90 6.09 T 46.249 275.000 41.621 to 150.0 0.0 46.249 0.0 108 6.9 0.0 0.0 321.249 0.001 Vel = 0.08 0.0 6.90 41.622 K Factor = 1.07 105 10.06 6.09 T 46.249 175.000 41.622 to 150.0 0.0 46.249 0.0 106 10.06 0.0 0.0 221.249 0.001 Vel= 0.11 106 6.77 6.09 1 46.249 210.000 41.623 to 150.0 . 0.0 46.249 0.0 Fl 16.83 0.0 0.0 256.249 0.003 Vel = 0.19 Fl 0.0 6.09 E 21.583 6.000 41.626 to 150.0 0.0 21.583 -2.599 F2 16.83 0.0 0.0 27.583 0.001 Vel = 0.19 F2 0.0 2.945 0.0 3.000 39.028 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 16.83 0.0003 0.0 3.000 0.001 Vel = 0.79 F3 0.0 6.09 E 21.583 6.000 47.029 to 150.0 0.0 21.583 2.599 F4 16.83 0.0 0.0 27.583 0.0 Vel = 0.19 F4 0.0 6.09 E 21.583 3.000 49.628 to 150.0 0.0 21.583 0.0 Ml 16.83 0.0 0.0 24.583 0.0 Vel = 0.19 Ml 0.0 2.945 0.0 1.000 49.628 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 16.83 0.0010 0.0 1.000 0.001 Vel= 0.79 M2 0.0 6.09 1 46.249 30.000 54.629 to 150.0 0.0 46.249 0.0 111 16.83 0.0 0.0 76.249 0.001 Vel = 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. ACACIA - PLAN 2 Page 8 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.83 54.630 K Factor = 2.28 106 -6.77 6.09 T 46.249 120.000 41.623 to 150.0 0.0 46.249 0.0 107 -6.77 0.0 0.0 166.249 0.0 Vel = 0.07 107 0.0 6.09 1 46.249 220.000 41.623 to 150.0 0.0 46.249 0.0 108 -6.77 0.0 0.0 266.249 -0.001 Vel = 0.07 108 6.90 6.09 1 46.249 165.000 41.622 to 150.0 0.0 46.249 0.0 109 0.13 0.0 0.0 211.249 0.0 Vel =0 109 15.36 6.09 T 46.249 160.000 41.622 to 150.0 0.0 46.249 0.0 101 15.49 0.0 0.0 206.249 0.002 Vel = 0.17 101 0.0 6.09 3E 64.749 130.000 41.624 to 150.0 0.0 64.749 0.0 Bi 15.49 0.0 0.0 194.749 0.002 Vel = 0.17 Bi 0.0 6.09 E 21.583 6.000 41.626 to 150.0 0.0 21.583 -2.599 B2 15.49 0.0 0.0 27.583 0.001 Vel = 0.17 B2 0.0 2.945 0.0 3.000 39.028 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 15.49 0.0003 0.0 3.000 0.001 Vel = 0.73 B3 0.0 6.09 E 21.583 6.000 47.029 to 150.0 0.0 21.583 2.599 B4 15.49 0.0 0.0 27.583 0.0 Vel= 0.17 B4 0.0 6.09 E 21.583 3.000 49.628 to 150.0 0.0 21.583 0.0 M3 15.49 0.0 0.0 24.583 0.0 Vel = 0.17 M3 0.0 2.945 0.0 1.000 49.628 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 15.49 0.0 0.0 1.000 0.0 Vel = 0.73 M4 0.0 6.09 E 21.583 30.000 54.628 to 150.0 0.0 21.583 0.0 113 15.49 0.0 0.0 51.583 0.001 Vel= 0.17 113 0.0 11.65 E 36.224 115.000 54.629 to 150.0 0.0 36.224 0.0 112 15.49 0.0 0.0 151.224 0.0 Vel = 0.05 112 0.0 11.65 T 80.498 1305.000 54.629 to 150.0 0.0 80.498 0.0 111 15.49 0.0 0.0 1385.498 0.001 Vel= 0.05 111 16.83 11.65 T 80.498 700.000 54.630 to 150.0 0.0 80.498 4.764 FT 32.32 0.0 0.0 780.498 0.001 Vel = 0.10 0.0 32.32 59.395 K Factor = 4.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building : CALC AREA 2 Location : CARLSBAD,CA System : 1 Contract Data File : PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 ACACIA - PLAN 2 Date 9-14-16 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Date - 9-14-16 Location - CARLSBAD,CA Building - CALC AREA 2 System No. - 1 Contractor - NP MECHANICAL S Contract No. - Calculated By - EH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)l ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 43.912 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 75 Flow (Gpm) - 5,825 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N Water Supply Curve C NP Mechanical, Inc. ACACIA - PLAN 2 Page 2 Date 9-14-16 City Water Suppiy: Demand: Cl -Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 20.024 C2 - Residual Flow : 5825 D2 - System Pressure : 65.370 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 19.229 150 140 130 p120 R11° E100 90 - --Cl- - 80 60D3 - E5° 40 30 20 .Di_ 10 - I I I I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingTee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O Flow thruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Length Units Flow Units Pressure Units Inches Feet US Gallons per Minute Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical, Inc. ACACIA - PLAN 2 Page Date 4 9-14-16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. Hi 9.0 36.07 na H2 9.0 36.07 na H3 19.0 4.9 16.7 na 20.02 0.05 400 16.7 H4 19.0 23.24 na H5 19.0 23.71 na Di 10.0 35.64 na D2 10.0 35.64 na 1 10.0 35.64 na 2 10.0 35.64 na 3 10.0 35.64 na D3 20.0 17.95 na 4 20.0 18.8 na 5 20.0 21.76 na 6 20.0 22.57 na D5 20.0 23.27 na 7 20.0 23.27 na 8 20.0 24.08 na 11 20.0 29.0 na 9 20.0 . 23.24 na D4 20.0 22.8 na 10 20.0 22.8 na TR 10.0 35.64 na BR 2.0 43.91 na 5.0 X -3.0 46.7 na EL -3.0 46.88 na 102 -3.0 47.59 na 103 -3.0 47.6 na 104 -3.0 47.6 na 105 -3.0 47.6 na 106 -3.0 47.6 na Fl -3.0 47.6 na F2 3.0 45.0 na F3 3.0 53.01 na F4 -3.0 55.6 na Ml -3.0 55.6 na M2 -3.0 60.6 na 107 -3.0 47.6 na 108 -3.0 47.6 na 109 -3.0 47.6 na 101 -3.0 47.6 na Bi -3.0 47.6 na B2 3.0 45.0 na B3 3.0 53.01 na B4 -3.0 55.6 na M3 -3.0 55.6 na M4 -3.0 60.6 na 113 -3.0 60.6 na 112 -3.0 60.6 na 111 -3.0 60.61 na FT -14.0 65.37 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 36.069 to 150.0 0.0 7.000 -0.433 Di 0.0 .0.0 0.0 8.000 . 0.0 Vel = 0 0.0 0.0 35.636 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 36.069 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 35.636 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vel = 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 23.238 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 22.805 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 23.707 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 23.274 K Factor = 0 Dl 0.0 0.874 R 1.0 11.667 35.636 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 12.667 0.0 Vel =0 D2 0.0 0.874 0 3.0 6.833 35.636 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.833, 0.0 Vel = 0 1 0.0 0.874 0 3.0 3.417 35.636 to 150.0 0.0 3.000 0.0 2 0.0 0.0 0.0 6.417 0.0 Vel = 0 2 0.0 0.874 3R 3.0 17.083 35.636 to 150.0 N 7.0 10.000 0.0 3 0.0 0.0 0.0 27.083 0.0 Vel = 0 3 0.0 0.874 0 3.0 4.000 35.636 to 150.0 0.0 3.000 0.0 TR 0.0 0.0 0.0 7.000 0.0 Vel = 0 0.0 0.0 35.636 K Factor = 0 D3 20.02 0.874 0 3.0 1.083 17.946 to 150.0 0.0 3.000 0.0 4 20.02 0.2101 0.0 4.083 0.858 Vel = 10.71 4 0.0 0.874 R 1.0 10.083 18.804 to 150.0 0 3.0 4.000 0.0 5 20.02 0.2099 0.0 14.083 2.956 Vel = 10.71 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 -9.94 0.874 0 3.0 10.667 21.760 to 150.0 0.0 3.000 0.0 6 10.08 0.0590 0.0 13.667 0.806 Vel = 5.39 6 0.0 0.874 R 1.0 11.000 22.566 to 150.0 0.0 1.000 0.0 7 10.08 0.0590 0.0 12.000 0.708 Vel = 5.39 0.0 10.08 23.274 K Factor = 2.09 D5 0.0 0.874 0 3.0 2.000 23.274 to 150.0 0.0 3.000 0.0 7 0.0 0.0 0.0 5.000 0.0 Vel = 0 7 10.08 0.874 0 3.0 10.667 23.274 to 150.0 0.0 3.000 0.0 8 10.08 0.0590 0.0 13.667 0.806 Vel = 5.39 8 9.94 0.874 2N 14.0 9.417 24.080 to 150.0 0.0 14.000 0.0 11 20.02 0.2099 0.0 23.417 4.916 Vel= 10.71 11 0.0 0.874 R 1.0 10.000 28.996 to 150.0 0.0 1.000 4.331 TR 20.02 0.2099 0.0 11.000 2.309 Vel = 10.71 0.0 20.02 35.636 K Factor = 3.35 8 -9.94 0.874 R 1.0 10.667 24.080 to 150.0 0 3.0 4.000 0.0 9 -9.94 -0.0575 0.0 14.667 -0.844 Vel = 5.32 9 0.0 0.874 R 1.0 6.500 23.236 to 150.0 0.0 1.000 0.0 10 -9.94 -0.0575 0.0 7.500 -0.431 Vel = 5.32 0.0 -9.94 22.805 K Factor = -2.08 D4 0.0 0.874 0 3.0 2.917 22.805 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.917 0.0 Vel = 0 10 -9.94 0.874 3R 3.0 15.167 22.805 to 150.0 0.0 3.000 0.0 5 -9.94 -0.0575 0.0 18.167 -1.045 VeI= 5.32 0.0 -9.94 21.760 K Factor= -2.13 TR 20.02 1.101 2R 2.0 8.000 35.636 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vel = 6.75 S 9.563 BR 5.00 1.101 0 5.0 1.000 43.912 Qa=5 to 150.0 0.0 5.000 2.166 X 25.02 0.1028 0.0 6.000 0.617 Vel = 8.43 X 0.0 1.59 E 5.687 5.000 46.695 to 150.0 0.0 5.687 0.0 EL 25.02 0.0172 0.0 10.687 0.184 Vel = 4.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn EL 0.0 1.59 T 11.375 30.000 46.879 to 150.0 0.0 11.375 0.0 102 25.02 .0.0172 0.0 41.375 0.712 Vel = 4.04 102 0.0 6.09 T 46.249 260.000 47.591 to 150.0 0.0 46.249 0.0 103 25.02 0.0 0.0 306.249 0.007 Vel = 0.28 103 -11.88 6.09 1 46.249 160.000 47.598 to 150.0 0.0 46.249 0.0 104 13.14 0.0 0.0 206.249 0.002 Vel = 0.14 0.0 13.14 47.600 K Factor= 1.90 103 11.89 6.09 1 46.249 275.000 47.598 to 150.0 0.0 46.249 0.0 109 11.89 0.0 0.0 321.249 0.002 Vel = 0.13 0.0 11.89 47.600 K Factor = 1.72 104 7.79 6.09 1 46.249 100.000 47.600 to 150.0 0.0 46.249 0.0 105 7.79 0.0 0.0 146.249 0.0 Vel = 0.09 0.0 7.79 47.600 K Factor = 1.13 104 5.34 6.09 T 46.249 275.000 47.600 to 150.0 0.0 46.249 0.0 108 5.34 0.0 0.0 321.249 0.0 Vel = 0.06 0.0 5.34 47.600 K Factor = 0.77 105 7.79 6.09 1 46.249 175.000 47.600 to 150.0 0.0 46.249 0.0 106 7.79 0.0 0.0 221.249 0.001 Vel= 0.09 106 5.24 6.09 T 46.249 210.000 47.601 to 150.0 0.0 46.249 0.0 Fl 13.03 0.0 0.0 256.249 0.002 Vel = 0.14 Fl 0.0 6.09 E 21.583 6.000 47.603 to 150.0 0.0 21.583 -2.599 F2 13.03 0.0 0.0 27.583 0.001 Vel = 0.14 F2 0.0 2.945 0.0 3.000 45.005 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 13.03 0.0 0.0 3.000 0.0 Vel = 0.61 F3 0.0 6.09 E 21.583 6.000 53.005 to 150.0 0.0 21.583 2.599 F4 13.03 0.0 0.0 27.583 0.0 Vel = 0.14 F4 0.0 6.09 E 21.583 3.000 55.604 to 150.0 0.0 21.583 0.0 Ml 13.03 0.0 0.0 24.583 0.0 Vel = 0.14 Ml 0.0 2.945 0.0 1.000 55.604 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 13.03 0.0010 0.0 1.000 0.001 Vel = 0.61 M2 0.0 6.09 T 46.249 30.000 60.605 to 150.0 0.0 46.249 0.0 111 13.03 0.0 0.0 76.249 0.0 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 13.03 60.605 K Factor = 1.67 106 -5.24 6.09 1 46.249 120.000 47.601 to 150.0 0.0 46.249 0.0 107 -5.24 0.0 0.0 166.249 0.0 Vel = 0.06 107 0.0 6.09 1 46.249 220.000 47.601 to 150.0 0.0 46.249 0.0 108 -5.24 0.0 0.0 266.249 -0.001 Vel = 0.06 108 5.34 6.09 T 46.249 165.000 47.600 to 150.0 0.0 46.249 0.0 109 0.1 0.0 0.0 211.249 0.0 Vel =0 109 11.89 6.09 T 46.249 160.000 47.600 to 150.0 0.0 46.249 0.0 101 11.99 0.0 0.0 206.249 0.002 Vel = 0.13 101 0.0 6.09 3E 64.749 130.000 47.602 to 150.0 0.0 64.749 0.0 B1 11.99 0.0 0.0 194.749 0.001 Vel = 0.13 Bi 0.0 6.09 E 21.583 6.000 47.603 to 150.0 0.0 21.583 -2.599 B2 11.99 0.0 0.0 27.583 0.001 Vel = 0.13 B2 0.0 2.945 0.0 3.000 45.005 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 11.99 0.0 0.0 3.000 0.0 Vel = 0.56 B3 0.0 6.09 E 21.583 6.000 53.005 to 150.0 0.0 21.583 2.599 B4 11.99 0.0 0.0 27.583 0.0 Vel= 0.13 B4 0.0 6.09 E 21.583 3.000 55.604 to 150.0 0.0 21.583 0.0 M3 11.99 0.0 0.0 24.583 0.0 VeI= 0.13 M3 0.0 2.945 0.0 1.000 55.604 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 11.99 0.0 0.0 1.000 0.0 Vel = 0.56 M4 0.0 6.09 E 21.583 30.000 60.604 to 150.0 0.0 21.583 0.0 113 11.99 0.0 0.0 51.583 0.001 Vel = 0.13 113 0.0 11.65 E 36.224 115.000 60.605 to 150.0 0.0 36.224 0.0 112 11.99 0.0 0.0 151.224 0.0 Vel = 0.04 112 0.0 11.65 T 80.498 1305.000 60.605 to 150.0 0.0 80.498 0.0 111 11.99 0.0 0.0 1385.498 0.0 Vel = 0.04 111 13.03 11.65 T 80.498 700.000 60.605 to 150.0 0.0 80.498 4.764 FT 25.02 0.0 0.0 780.498 0.001 Vel = 0.08 0.0 25.02 65.370 K Factor = 3.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building : CALC AREA 3 Location : CARLSBAD,CA System : 1 Contract Data File : PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 ACACIA - PLAN 2 Date 9-14-16 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Date - 9-14-16 Location - CARLSBAD, CA Building - CALC AREA 3 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - EH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.13 Psi Required 35.173 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 75 Flow (Gpm) - 5,825 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. Page 2 ACACIA - PLAN 2 Date 9-14-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 26.128 C2 - Residual Flow : 5825 D2 - System Pressure : 57.392 Hose ( Demand) : 5 D3 - System Demand : 31.128 Safety Margin : 27.207 150 140 130 p120 R 11 E10° 90 --Cl— c 80 C u 70 R 60 I 3 E 5003 40 30 20 Di_ 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N A 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *• The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Prssure I Flow Summary - STANDARD " NP Mechanical, Inc. ACACIA - PLAN 2 Node No. Elevation K-Fact Pt Actual Pn Hi 9.0 26.18 na H2 9.0 26.18 na H3 19.0 8.38 na H4 19.0 4.9 7.04 na H5 19.0 4.9 7.18 na Di 10.0 . 25.74 na D2 10.0 25.74 na 1 10.0 25.74 na 2 10.0 25.74 na 3 10.0 25.74 na D3 20.0 7.95 na 4 20.0 7.95 na 5 20.0 7.95 na 6 20.0 7.97 na D5 20.0 7.51 na 7 20.0 7.99 na 8 20.0 9.59 na 11 20.0 17.64 na 9 20.0 8.49 na D4 20.0 7.36 na 10 20.0 7.92 na TR 10.0 25.74 na BR 2.0 35.17 na X -3.0 38.26 na EL -3.0 38.54 na 102 -3.0 39.6 na 103 -3.0 39.62 na 104 -3.0 39.62 na 105 -3.0 39.62 na 106 -3.0 39.62 na Fl -3.0 39.62 na F2 3.0 37.02 na F3 3.0 45.03 na F4 -3.0 47.62 na Ml -3.0 47.63 na M2 -3.0 52.63 na 107 -3.0 39.62 na 108 -3.0 39.62 na 109 -3.0 39.62 na 101 -3.0 39.62 na Bi -3.0 39.62 na B2 3.0 37.02 na B3 3.0 45.03 na B4 -3.0 47.62 na M3 -3.0 47.62 na M4 -3.0 52.63 na 113 -3.0 52.63 na 112 -3.0 52.63 na 111 -3.0 52.63 na FT -14.0 57.39 na Page 4 Date 9-14-16 Flow Density Area Press Actual Req. 13.0 0.05 256 7.039 13.13 0.05 256 7.0 5.0 The maximum velocity is 13.97 and it occurs in the pipe between nodes 8 and 11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pt/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 26.178 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel =.O 0.0 0.0 25.745 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 26.178 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 25.745 K Factor =0 H3 0.0 0.874 N 7.0 1.000 8.384 to 150.0 0.0 7.000 -0.433 D3 0.0 -0.0001 0.0 8.000 -0.001 Vel = 0 0.0 0.0 7.950 K Factor = 0 H4 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H5 13.13 0.874 N 7.0 1.000 7.177 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.13 0.0961 0.0 8.000 0.769 Vel = 7.02 0.0 13.13 7.513 K Factor = 4.79 Dl 0.0 0.874 Fl 1.0 11 .667 25.745 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 12.667 0.0 Vel = 0 D2 0.0 0.874 0 3.0 6.833 25.745 to 150.0 0.0 3.000 0.0 1 0.0 0.0 0.0 9.833 0.0 Vel = 0 1 0.0 0.874 0 3.0 3.417 25.745 to 150.0 0.0 3.000 0.0 2 0.0 0.0 0.0 6.417 0.0 Vel = 0 2 0.0 0.874 3R 3.0 17.083 25.745 to 150.0 N 7.0 10.000 0.0 3 0.0 0.0 0.0 27.083 0.0 Vel = 0 3 0.0 0.874 0 3.0 4.000 25.745 to 150.0 0.0 3.000 0.0 TR 0.0 0.0 0.0 7.000 0.0 Vel = 0 0.0 0.0 25.745 K Factor = 0 D3 0.0 0.874 0 3.0 1.083 7.950 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 4.083 0.0 Vel = 0 4 0.0 0.874 R 1.0 10.083 7.950 to 150.0 0 3.0 4.000 0.0 5 0.0 0.0 0.0 14.083 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 5 1.48 0.874 0 3.0 10.667 7.950 to 150.0 0.0 3.000 0.0 6 1.48 0.0018 0.0 13.667 0.024 VeI= 0.79 6 0.0 0.874 R 1.0 11.000 7.974 to 150.0 0.0 1.000 0.0 7 1.48 0.0017 0.0 12.000 0.020 Vel = 0.79 0.0 1.48 7.994 K Factor = 0.52 05 13.13 0.874 0 3.0 2.000 7.513 to 150.0 0.0 3.000 0.0 7 13.13 0.0962 0.0 5.000 0.481 Vel = 7.02 7 1.47 0.874 0 3.0 10.667 7.994 to 150.0 0.0 3.000 0.0 8 14.6 0.1171 0.0 13.667 1.600 Vel = 7.81 8 11.53 0.874 2N 14.0 9.417 9.594 to 150.0 0.0 14.000 0.0 11 26.13 0.3434 0.0 23.417 8.042 Vel= 13.97 11 0.0 0.874 R 1.0 10.000 17.636 to 150.0 0.0 1.000 4.331 TR 26.13 0.3435 0.0 11.000 3.778 Vel = 13.97 0.0 26.13 25.745 K Factor= 5.15 8 -11.52 0.874 R 1.0 10.667 9.594 to 150.0 0 3.0 4.000 0.0 9 -11.52 -0.0755 0.0 14.667 -1.108 Vel= 6.16 9 0.0 0.874 R 1.0 6.500 8.486 to 150.0 0.0 1.000 0.0 10 -11.52 -0.0755 0.0 7.500 -0.566 Vel= 6.16 0.0 -11.52 7.920 K Factor = -4.09 D4 1100 0.874 0 3.0 2.917 7.361 to 150.0 0.0 3.000 0.0 10 13.0 0.0945 0.0 5.917 0.559 Vel = 6.95 10 -11.52 0.874 3R 3.0 15.167 7.920 to 150.0 0.0 3.000 0.0 5 1.48 0.0017 0.0 18.167 0.030 VeI= 0.79 0.0 1.48 7.950 K Factor = 0.52 TR 26.13 1.101 2R 2.0 8.000 25.745 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.13 0.1116 Fsp 0.0 26.562 2.963 Vel= 8.81 S 9.563 BR 5.00 1.101 0 5.0 1.000 35.173 Qa=5 to 150.0 0.0 5.000 2.166 X 31.13 0.1542 0.0 6.000 0.925 Vel= 10.49 X 0.0 1.59 E 5.687 5.000 38.264 to 150.0 0.0 5.687 0.0 EL 31.13 0.0257 0.0 10.687 0.275 VeI= 5.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn EL 0.0 1.59 T 11.375 30.000 38.539 to 150.0 0.0 11.375 0.0 102 31.13 0.0258 0.0 41.375 1.066 Vel = 5.03 102 0.0 6.09 T 46.249 260.000 39.605 to 150.0 0.0 46.249 0.0 103 31.13 0.0 0.0 306.249 0.011 Vel = 0.34 103 -14.79 6.09 T 46.249 160.000 39.616 to 150.0 0.0 46.249 0.0 104 16.34 0.0 0.0 206.249 0.003 Vel = 0.18 0.0 16.34 39.619 K Factor= 2.60 103 14.79 6.09 T 46.249 275.000 39.616 to 150.0 0.0 46.249 0.0 109 14.79 0.0 0.0 321.249 0.003 Vel= 0.16 0.0 14.79 39.619 K Factor = 2.35 104 9.69 6.09 1 46.249 100.000 39.619 to 150.0 0.0 46.249 0.0 105 9.69 0.0 0.0 146.249 0.0 Vel = 0.11 0.0 9.69 39.619 K Factor = 1.54 104 6.65 6.09 T 46.249 275.000 39.619 to 150.0 0.0 46.249 0.0 108 6.65 0.0 0.0 321.249 0.0 Vel = 0.07 0.0 6.65 39.619 K Factor = 1.06 105 9.69 6.09 T 46.249 175.000 39.619 to 150.0 0.0 46.249 0.0 106 9.69 0.0 0.0 221.249 0.001 VeI= 0.11 106 6.52 6.09 1 46.249 210.000 39.620 to 150.0 0.0 46.249 0.0 Fl 16.21 0.0 0.0 256.249 0.003 Vel = 0.18 Fl 0.0 6.09 E 21.583 6.000 39.623 to 150.0 0.0 21.583 -2.599 F2 16.21 0.0 0.0 27.583 0.001 Vel = 0.18 F2 0.0 2.945 0.0 3.000 37.025 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 16.21 0.0003 0.0 3.000 0.001 Vel = 0.76 F3 0.0 6.09 E 21.583 6.000 45.026 to 150.0 0.0 21.583 2.599 F4 16.21 0.0 0.0 27.583 0.0 Vel = 0.18 F4 0.0 6.09 E 21.583 3.000 47.625 to 150.0 0.0 21.583 0.0 Ml 16.21 0.0 0.0 24.583 0.0 Vel = 0.18 Ml 0.0 2.945 0.0 1.000 47.625 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 16.21 0.0 0.0 1.000 0.0 Vel = 0.76 M2 0.0 6.09 T 46.249 30.000 52.625 to 150.0 0.0 46.249 0.0 111 16.21 0.0 0.0 76.249 0.001 Vel = 0.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fihal Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 16.21 52.626 K Factor = 2.23 106 -6.52 6.09 1 46.249 120.000 39.620 to 150.0 0.0 46.249 0.0 107 -6.52 0.0 0.0 166.249 0.0 Vel = 0.07 107 0.0 6.09 1 46.249 220.000 39.620 to 150.0 0.0 46.249 0.0 108 -6.52 0.0 0.0 266.249 -0.001 Vel = 0.07 108 6.65 6.09 T 46.249 165.000 39.619 to 150.0 0.0 46.249 0.0 109 0.13 0.0 0.0 211.249 0.0 Vel =0 109 14.78 6.09 1 46.249 160.000 39.619 to 150.0 0.0 46.249 0.0 101 14.91 0.0 0.0 206.249 0.002 Vel = 0.16 101 0.0 6.09 3E 64.749 130.000 39.621 to 150.0 0.0 64.749 0.0 B1 14.91 0.0 0.0 194.749 0.002 Vel = 0.16 Bi 0.0 6.09 E 21.583 6.000 39.623 to 150.0 0.0 21.583 -2.599 B2 14.91 0.0 0.0 27.583 0.001 Vel = 0.16 B2 0.0 2.945 0.0 3.000 37.025 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 14.91 0.0003 0.0 3.000 0.001 Vel = 0.70 B3 0.0 6.09 E 21.583 6.000 45.026 to 150.0 0.0 21.583 2.599 B4 14.91 0.0 0.0 27.583 0.0 Vel = 0.16 B4 0.0 6.09 E 21.583 3.000 47.625 to 150.0 0.0 21.583 0.0 M3 14.91 0.0 0.0 24.583 0.0 Vel = 0.16 M3 0.0 2.945 0.0 1.000 47.625 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 14.91 0.0 0.0 1.000 0.0 Vel= 0.70 M4 0.0 6.09 E 21.583 30.000 52.625 to 150.0 0.0 21.583 0.0 113 14.91 0.0 0.0 51.583 0.001 Vel = 0.16 113 0.0 11.65 E 36.224 115.000 52.626 to 150.0 0.0 36.224 0.0 112 14.91 0.0 0.0 151.224 0.0 Vel = 0.04 112 0.0 11.65 T 80.498 1305.000 52.626 to 150.0 0.0 80.498 0.0 111 14.91 0.0 0.0 1385.498 0.0 Vel= 0.04 111 16.22 11.65 T 80.498 700.000 52.626 to 150.0 0.0 80.498 4.764 FT 31.13 0.0 0.0 780.498 0.002 VeI= 0.09 0.0 31.13 57.392 K Factor= 4.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building ALT. CALC AREA 1 Location : CARLSBAD,CA System 1 Contract Data File : ALT. PLAN2 CAl 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N NP Mechanical, Inc. Page 1 ACACIA - PLAN 2 Date 9-14-16 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Location - CARLSBAD,CA Building - ALT. CALC AREA 1 Contractor - NP MECHANICAL Calculated By - EH Construction: (X) Combustible OCCUPANCY - LIGHT HAZARD Date - 9-14-16 System No. - 1 Contract No. - Drawing No. - Non-Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 27.32 Psi Required 44.285 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W A T E R S P P L Y Water Flow Test: Date of Test - Time of Test - Static (Psi) - 94 Residual (Psi) - 75 Flow (Gpm) - 5,825 Elevation - Location: Source of Information: Pump Data: Tank or Reservoir: Rated Cap. Cap. 8 Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. Page 2 ACACIA - PLAN 2 Date 9-14-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 9.961 C2 - Residual Pressure: 67.5 D2 - System Flow : 27.318 C2 - Residual Flow : 5825 D2 - System Pressure : 66.668 Hose' ( Demand) : 5 D3 - System Demand : 32.318 Safety Margin : 17.931 150 140 130 p120 R11° E10° s90 CI S 80 - -D2_ C U 70 - R 60D3 - _____ _______ _________ ___________ _____________ ______________ ________________ _________________ E5° 40 30 20 10 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N ,1 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R* CPVCCouplingiee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD NP Mechanical, Inc. Page 4 ACACIA - PLAN 2 Date 9-14-16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Actual Area Press Req. Hi 9.0 4.9 7.04 na 13.0 0.05 256 7.039 H2 9.0 4.9 8.54 na 14.32 0.05 256 7.0 H3 19.0 27.56 na H4 19.0 27.56 na H5 19.0 27.56 na Di 10.0 7.36 na D2 10.0 8.56 na 1 10.0 12.22 na D3 20.0 27.13 na 4 20.0 27.13 na 5 20.0 27.13 na 6 20.0 27.13 na D5 20.0 27.13 na 7 20.0 27.13 na 8 20.0 27.13 na 9 20.0 27.13 na A 10.0 31.46 na D4 20.0 27.13 na 10 20.0 27.13 na B 10.0 31.46 na C 10.0 31.46 na TRA 10.0 34.6 na BR 2.0 44.28 na 5.0 X -3.0 47.44 na EL -3.0 47.74 na 102 -3.0 48.88 na 103 -3.0 48.89 na 104 -3.0 48.89 na 105 -3.0 48.89 na 106 -3.0 48.9 na Fl -3.0 48.9 na F2 3.0 46.3 na F3 3.0 54.3 na F4 -3.0 56.9 na Mi -3.0 56.9 na M2 -3.0 61.9 na 107 -3.0 48.9 na 108 -3.0 48.89 na 109 -3.0 48.89 na 101 -3.0 48.9 na Bi -3.0 48.9 na B2 3.0 46.3 na B3 3.0 54.3 na B4 -3.0 56.9 na M3 -3.0 56.9 na M4 -3.0 61.9 na 113 -3.0 61.9 na 112 -3.0 61.9 na 111 -3.0 61.9 na FT -14.0 66.67 na The maximum velocity is 14.61 and it occurs in the pipe between nodes D2 and 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams J NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 13.00 0.874 N 7.0 1.000 7.039 K Factor= 4.90 to 150.0 0.0 7.000 -0.433 Di 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 H2 14.32 0.874 0 3.0 1.000 8.539 K Factor = 4.90 to 150.0 0.0 3.000 -0.433 D2 14.32 0.1128 0.0 4.000 0.451 VeI= 7.66 0.0 14.32 8.557 K Factor = 4.90 H3 0.0 0.874 N 7.0 1.000 27.565 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 27.132 K Factor = 0 H4 0.0 0.874 N 7.0 1.000 27.565 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 27.132 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 27.565 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 27.132 K Factor =0 Di 13.00 0.874 R 1.0 11.667 7.361 to 150.0 0.0 1.000 0.0 D2 13.0 0.0944 0.0 12.667 1.196 VeI= 6.95 D2 14.32 0.874 0 3.0 6.833 8.557 to 150.0 0.0 3.000 0.0 1 27.32 0.3729 0.0 9.833 3.667 Vel = 14.61 1 0.0 0.874 0 3.0 3.417 12.224 to 150.0 0.0 3.000 4.331 2 27.32 0.3731 0.0 6.417 2.394 Vel = 14.61 0.0 27.32 18.949 K Factor = 6.28 D3 0.0 0.874 0 3.0 1.083 27.132 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 4.083 0.0 Vel = 0 4 0.0 0.874 R 1.0 10.083 27.132 to 150.0 0 3.0 4.000 0.0 5 0.0 0.0 0.0 14.083 0.0 Vel = 0 5 0.0 0.874 0 3.0 10.667 27.132 to 150.0 0.0 3.000 0.0 6 0.0 0.0 0.0 13.667 0.0 Vel = 0 6 0.0 0.874 R 1.0 11.000 27.132 to 150.0 0.0 1.000 0.0 7 0.0 0.0 0.0 12.000 0.0 Vel = 0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point at Pf/Ft Eqv. Ln. Total Pf Pn 0.0 0.0 27.132 K Factor =0 D5 0.0 0.874 0 3.0 2.000 27.132 to 150.0 0.0 3.000 0.0 7 0.0 0.0 0.0 5.000 0.0 Vel = 0 7 0.0 0.874 0 3.0 10.667 27.132 to 150.0 0.0 3.000 0.0 8 0.0 0.0 0.0 13.667 0.0 Vel = 0 8 0.0 0.874 R 1.0 10.667 27.132 to 150.0 0 3.0 4.000 0.0 9 0.0 0.0 0.0 14.667 0.0 Vel = 0 9 0.0 0.874 2N 14.0 17.417 27.132 to 150.0 0.0 14.000 4.331 A 0.0 0.0 0.0 31.417 0.0 Vel = 0 A 0.0 0.874 N 7.0 10.000 31.463 to 150.0 0.0 7.000 0.0 B 0.0 0.0 0.0 17.000 0.0 Vel = 0 0.0 0.0 31.463 K Factor = 0 9 0.0 0.874 R 1.0 6.500 27.132 to 150.0 0.0 1.000 0.0 10 0.0 0.0 0.0 7.500 0.0 Vel = 0 0.0 0.0 27.132 K Factor =0 D4 0.0 0.874 0 3.0 2.917 27.132 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.917 0.0 Vel = 0 10 0.0 0.874 3R 3.0 15.167 27.132 to 150.0 0.0 3.000 0.0 5 0.0 0.0 0.0 18.167 0.0 Vel = 0 0.0 0.0 27.132 K Factor = 0 B 0.0 0.874 0 3.0 4.500 31.463 to 150.0 0.0 3.000 0.0 C 0.0 0.0 0.0 7.500 0.0 Vel = 0 C -27.32 0.874 N 7.0 32.167 31.463 to 150.0 3R 3.0 13.000 4.331 2 -27.32 -0.3729 0 3.0 45.167 -16.845 Vel = 14.61 0.0 -27.32 18.949 K Factor = -6.28 C 27.32 0.874 N 7.0 1.417 31.463 to 150.0 0.0 7.000 0.0 TRA 27.32 0.3729 0.0 8.417 3.139 Vel = 14.61 TRA 0.0 1.101 2R 2.0 8.000 34.602 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 27.32 0.1212 Fsp 0.0 26.562 3.218 Vel = 9.21 S 9.563 BR 5.00 1.101 0 5.0 1.000 44.285 Qa=5 to 150.0 0.0 5.000 2.166 X 32.32 0.1652 0.0 6.000 0.991 Vel = 10.89 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Fe Pv ******* Notes Point Qt PfIFt Eqv. Ln. Total Pf Pn X 0.0 1.59 E 5.687 5.000 47.442 to 150.0 0.0 5.687 0.0 EL 32.32 0.0276 0.0 10.687 0.295 Vel = 5.22 EL 0.0 1.59 T 11.375 30.000 47.737 to 150.0 0.0 11.375 0.0 102 32.32 0.0276 0.0 41.375 1.143 Vel = 5.22 102 0.0 6.09 T 46.249 260.000 48.880 to 150.0 0.0 46.249 0.0 103 32.32 0.0 0.0 306.249 0.012 Vel = 0.36 103 -15.36 6.09 T 46.249 160.000 48.892 to 150.0 0.0 46.249 0.0 104 16.96 0.0 0.0 206.249 0.002 Vel = 0.19 0.0 16.96 48.894 K Factor = 2.43 103 15.35 6.09 1 46.249 275.000 48.892 to 150.0 0.0 46.249 0.0 109 15.35 0.0 0.0 321.249 0.003 VeI= 0.17 0.0 15.35 48.895 K Factor = 2.20 104 10.06 6.09 1 46.249 100.000 48.894 to 150.0 0.0 46.249 0.0 105 10.06 0.0 0.0 146.249 0.001 Vel = 0.11 0.0 10.06 48.895 K Factor = 1.44 104 6.90 6.09 T 46.249 275.000 48.894 to 150.0 0.0 46.249 0.0 108 6.9 0.0 0.0 321.249 0.001 VeI= 0.08 0.0 6.90 48.895 K Factor = 0.99 105 10.06 6.09 T 46.249 175.000 48.895 to 150.0 0.0 46.249 0.0 106 10.06 0.0 0.0 221.249 0.001 Vel = 0.11 106 6.77 6.09 1 46.249 210.000 48.896 to 150.0 0.0 46.249 0.0 Fl 16.83 0.0 0.0 256.249 0.003 Vel = 0.19 Fl 0.0 6.09 E 21.583 6.000 48.899 to 150.0 0.0 21.583 -2.599 F2 16.83 0.0 0.0 27.583 0.001 VeI= 0.19 F2 0.0 2.945 0.0 3.000 46.301 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 16.83 0.0003 0.0 3.000 0.001 Vel = 0.79 F3 0.0 6.09 E 21.583 6.000 54.302 to 150.0 0.0 21.583 2.599 F4 16.83 0.0 0.0 27.583 0.0 Vel = 0.19 F4 0.0 6.09 E 21.583 3.000 56.901 to 150.0 0.0 21.583 0.0 Ml 16.83 0.0 0.0 24.583 0.0 Vel = 0.19 Ml 0.0 2.945 0.0 1.000 56.901 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 16.83 0.0010 0.0 1.000 0.001 Vel = 0.79 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 0.0 6.09 1 46.249 30.000 61.902 to 150.0 0.0 46.249 0.0 111 16.83 0.0 0.0 76.249 0.0 VeI= 0:19 0.0 16.83 61.902 K Factor= 2.14 106 -6.77 6.09 T 46.249 120.000 48.896 to 150.0 0.0 46.249 0.0 107 -6.77 0.0 0.0 166.249 0.0 Vel = 0.07 107 0.0 6.09 T 46.249 220.000 48.896 to 150.0 0.0 46.249 0.0 108 -6.77 0.0 0.0 266.249 -0.001 Vel = 0.07 108 6.90 6.09 T 46.249 165.000 48.895 to 150.0 0.0 46.249 0.0 109 0.13 0.0 0.0 211.249 0.0 Vel =0 109 15.36 6.09 T 46.249 160.000 48.895 to 150.0 0.0 46.249 0.0 101 15.49 0.0 0.0 206.249 0.002 Vel = 0.17 101 0.0 6.09 3E 64.749 130.000 48.897 to 150.0 0.0 64.749 0.0 B1 15.49 0.0 0.0 194.749 0.002 VeI= 0.17 B1 0.0 6.09 E 21.583 6.000 48.899 to 150.0 0.0 21.583 -2.599 B2 15.49 0.0 0.0 27.583 0.001 Vel = 0.17 B2 0.0 2.945 0.0 3.000 46.301 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 15.49 0.0003 0.0 3.000 0.001 Vel = 0.73 B3 0.0 6.09 E 21.583 6.000 54.302 to 150.0 0.0 21.583 2.599 B4 15.49 0.0 0.0 27.583 0.0 Vel = 0.17 B4 0.0 6.09 E 21.583 3.000 56.901 to 150.0 0.0 21.583 0.0 M3 15.49 0.0 0.0 24.583 0.0 Vel = 0.17 M3 0.0 2.945 0.0 1.000 56.901 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 15.49 0.0 0.0 1.000 0.0 Vel = 0.73 M4 0.0 6.09 E 21.583 30.000 61.901 to 150.0 0.0 21.583 0.0 113 15.49 0.0 0.0 51.583 0.001 Vel = 0.17 113 0.0 11.65 E 36.224 115.000 61.902 to 150.0 0.0 36.224 0.0 112 15.49 0.0 0.0 151.224 0.0 Vel = 0.05 112 0.0 11.65 T 80.498 1305.000 61.902 to 150.0 0.0 80.498 0.0 111 15.49 0.0 0.0 1385.498 0.0 Vel = 0.05 111 16.83 11.65 T 80.498 700.000 61.902 to 150.0 0.0 80.498 4.764 FT 32.32 0.0 0.0 780.498 0.002 Vel = 0.10 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 32.32 66.668 K Factor = 3.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building : ALT. CALC AREA 2 Location : CARLSBAD,CA System 1 Contract Data File : ALT. PLAN2 CA2 20X20.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 ACACIA - PLAN 2 Date 9-14-16 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Date - 9-14-16 Location - CARLSBAD,CA Building - ALT. CALC AREA 2 System No. - 1 Contractor - NP MECHANICAL Contract No. - Calculated By - EH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 )Other )Specific Ruling Made by Date Listed Flow at Start Point - 20 Gpm System Type Listed Pres. at Start Point - 16.7 Psi (X) Wet ( ) Dry MAXIMUM LISTED SPACING 20 x 20 ( ) Deluge ( ) PreAction Domestic Flow Added - 5 Gpm Sprinkler or Nozzle Additional Flow Added - Gpm Make RELIABLE Model RFC49 Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 Note: Temperature Rating 165 Calculation Gpm Required 20.02 Psi Required 49.962 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - Rated Cap. Cap. T Time of Test - @ Psi Elev. B Static (Psi) - 94 Elev. R Residual (Psi) - 75 Other Well Flow (Gpm) - 5,825 Proof Flow Gpm S Elevation - P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 S Y S T E M D E S I G N Water Supply Curve C NP Mechanical, Inc. Page 2 ACACIA - PLAN 2 Date 9-14-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 20.024 C2 - Residual Flow : 5825 D2 - System Pressure : 71.420 Hose ( Demand) : 5 D3 - System Demand : 25.024 Safety Margin : 13.179 150 140 130 p120 R0 E10° 90 CI S 80 D2 R 60 D3 - ___ ______ E5° 40 30 20 Di_ 10 • - ,...l I I I I I _________________________ I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (N"1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name ½ 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent Iongths shown are standard for actual diameters of Sched 40 pipe and Cractors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical, Inc. Page 4 ACACIA - PLAN 2 Date 9-14-16 Node No. Elevation K- Fact Pt Actual P Flow Density Area Press Actual Req. Hi 9.0 40.35 na H2 9.0 40.35 na H3 19.0 4.9 16.7 na 20:02 0.05 400 16.7 H4 19.0 23.67 na H5 19.0 23.19 na Dl 10.0 . 39.92 na D2 10.0 39.92 na 10.0 39.92 na D3 20.0 17.95 na 4 20.0 18.8 na 5 20.0 21.76 na 6 20.0 22.29 na D5 20.0 22.75 na 7 20.0 22.75 na 8 20.0 23.28 na 9 20.0 23.85 na A 10.0 34.78 na D4 20.0 23.24 na 10 20.0 23.24 na B 10.0 38.34 na C 10.0 39.92 na TRA 10.0 41.69 na BR 2.0 49.96 na 5.0 X -3.0 52.75 na EL -3.0 52.93 na 102 -3.0 53.64 na 103 -3.0 53.65 na 104 -3.0 53.65 na 105 -3.0 53.65 na 106 -3.0 53.65 na Fl -3.0 53.65 na F2 3.0 51.05 na F3 3.0 59.06 na F4 -3.0 61.65 na Ml -3.0 61.65 na M2 -3.0 66.65 na 107 -3.0 53.65 na 108 -3.0 53.65 na 109 -3.0 53.65 na 101 -3.0 53.65 na Bi -3.0 53.65 na B2 3.0 51.05 na B3 3.0 59.06 na B4 -3.0 61.65 na M3 -3.0 61.65 na M4 -3.0 66.65 na 113 -3.0 66.66 na 112 -3.0 66.66 na 111 -3.0 66.66 na FT -14.0 71.42 na The maximum velocity is 10.71 and it occurs in the pipe between nodes H3 and D3 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. 0 or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn Hi 0.0 0.874 N 7.0 1.000 40.352 to 150.0 0.0 7.000 -0.433 Di . 0.0 0.0 . 0.0 . 8.000 0.0. Vet = 0 0.0 0.0 39.919 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 40.352 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vet = 0 0.0 0.0 39.919 K Factor = 0 H3 20.02 0.874 N 7.0 1.000 16.700 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D3 20.02 0.2099 0.0 8.000 1.679 Vet = 10.71 0.0 20.02 17.946 K Factor = 4.73 H4 0.0 0.874 N 7.0 1.000 23.672 to 150.0 0.0 7.000 -0.433 D4 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 23.239 K Factor = 0 H5 0.0 0.874 N 7.0 1.000 23.186 to 150.0 0.0 7.000 -0.433 D5 0.0 0.0 0.0 8.000 0.0 Vet = 0 0.0 0.0 22.753 K Factor = 0 Dl 0.0 0.874 R 1.0 11.667 39.919 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 12.667 0.0 Vet = 0 D2 0.0 0.874 0 3.0 6.833 39.919 to 150.0 0.0 3.000 0.0 1 0.0 0.0 .0.0 9.833 . 0.0 . Vet = 0 1 0.0 0.874 0 3.0 3.417 39.919 to 150.0 0.0 3.000 4.331 2 0.0 0.0 0.0 6.417 0.0 Vet = 0 0.0 0.0 44.250 K Factor =0 D3 20.02 0.874 0 3.0 1.083 17.946 to 150.0 0.0 3.000 0.0 4 20.02 0.2101 0.0 4.083 0.858 Vet = 10.71 4 0.0 0.874 R 1.0 10.083 18.804 to 150.0 0 3.0 4.000 0.0 5 20.02 0.2099 0.0 14.083 2.956 Vet = 10.71 5 -11.99 0.874 0 3.0 10.667 21.760 to 150.0 0.0 3.000 0.0 6 8.03 0.0387 0.0 13.667 0.529 Vet = 4.29 6 0.0 0.874 R 1.0 11.000 22.289 to 150.0 0.0 1.000 0.0 7 8.03 0.0387 0.0 12.000 0.464 Vet = 4.29 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 8.03 22.753 K Factor = 1.68 D5 0.0 0.874 0 3.0 2.000 22.753 to 150.0 0.0 3.000 0.0 7 0.0 0.0 0.0 5.000 0.0 Vet = 0 7 8.03 0.874 0 3.0 10.667 22.753 to 150.0 0.0 3.000 0.0 8 8.03 0.0387 0.0 13.667 0.529 Vet = 4.29 8 0.0 0.874 R 1.0 10.667 23.282 to 150.0 0 3.0 4.000 0.0 9 8.03 0.0387 0.0 14.667 0.567 Vet = 4.29 9 11.99 0.874 2N 14.0 17.417 23.849 to 150.0 0.0 14.000 4.331 A 20.02 0.2100 0.0 31.417 6.596 Vet = 10.71 A 0.0 0.874 N 7.0 10.000 34.776 to 150.0 0.0 7.000 0.0 B 20.02 0.2099 0.0 17.000 3.568 Vet = 10.71 0.0 20.02 38.344 K Factor = 3.23 9 -12.00 0.874 R 1.0 6.500 23.849 to 150.0 0.0 1.000 0.0 10 -12.0 -0.0813 0.0 7.500 -0.610 Vet = 6.42 0.0 -12.00 23.239 K Factor = -2.49 D4 0.0 0.874 0 3.0 2.917 23.239 to 150.0 0.0 3.000 0.0 10 0.0 0.0 0.0 5.917 0.0 Vet = 0 10 -12.00 0.874 3R 3.0 15.167 23.239 to 150.0 0.0 3.000 0.0 5 -12.0 -0.0814 0.0 18.167 -1.479 Vet= 6.42 0.0 -12.00 21.760 K Factor = -2.57 B 20.02 0.874 0 3.0 4.500 38.344 to 150.0 0.0 3.000 0.0 C 20.02 0.2100 0.0 7.500 1.575 Vet = 10.71 C -20.02 0.874 N 7.0 32.167 39.919 to 150.0 3R 3.0 13.000 4.331 2 0.0 0.0 0 3.0 45.167 0.0 Vet = 0 0.0 0.0 44.250 K Factor = 0 C 20.02 0.874 N 7.0 1.417 39.919 to 150.0 0.0 7.000 0.0 TRA 20.02 0.2099 0.0 8.417 1.767 Vet = 10.71 TRA 0.0 1.101 2R 2.0 8.000 41.686 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 20.02 0.0682 Fsp 0.0 26.562 1.811 Vet = 6.75 S 9.563 BR 5.00 1.101 0 5.0 1.000 49.962 Qa=5 to 150.0 0.0 5.000 2.166 X 25.02 0.1030 0.0 6.000 0.618 Vet = 8.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 7 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn X 0.0 1.59 E 5.687 5.000 52.746 to 150.0 0.0 5.687 0.0 EL . 25.02 0.0172. 0.0 10.687 0.184. Vel = .4.04 EL 0.0 1.59 T 11.375 30.000 52.930 to 150.0 0.0 11.375 0.0 102 25.02 0.0172 0.0 41.375 0.711 Vel = 4.04 102 0.0 6.09 T 46.249 260.000 53.641 to 150.0 0.0 46.249 0.0 103 25.02 0.0 0.0 306.249 0.008 Vel = 0.28 103 -11.88 6.09 1 46.249 160.000 53.649 to 150.0 0.0 46.249 0.0 104 13.14 0.0 0.0 206.249 0.001 Vel = 0.14 0.0 13.14 53.650 K Factor= 1.79 103 11.89 6.09 T 46.249 275.000 53.649 to 150.0 0.0 46.249 0.0 109 11.89 0.0 0.0 321.249 0.002 Vel= 0.13 0.0 11.89 53.651 KFactor= 1.62 104 7.79 6.09 1 46.249 100.000 53.650 to 150.0 0.0 46.249 0.0 105 7.79 0.0 0.0 146.249 0.001 Vel = 0.09 0.0 7.79 53.651 K Factor = 1.06 104 5.34 6.09 1 46.249 275.000 53.650 to 150.0 0.0 46.249 0.0 108 5.34 0.0 0.0 321.249 0.001 Vel = 0.06 0.0 5.34 53.651 K Factor = 0.73 105 7.79 6.09 T 46.249 175.000 53.651 to 150.0 0.0 46.249 . 0.0 106 7.79 0.0 0.0 221.249 0.0 Vel = 0.09 106 5.24 6.09 T 46.249 210.000 53.651 to 150.0 0.0 46.249 0.0 Fl 13.03 0.0 0.0 256.249 0.002 Vel = 0.14 Fl 0.0 6.09 E 21.583 6.000 53.653 to 150.0 0.0 21.583 -2.599 F2 13.03 0.0 0.0 27.583 0.001 Vel = 0.14 F2 0.0 2.945 0.0 3.000 51.055 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 13.03 0.0003 0.0 3.000 0.001 Vel = 0.61 F3 0.0 6.09 E 21.583 6.000 59.056 to 150.0 0.0 21.583 2.599 F4 13.03 0.0 0.0 27.583 -0.001 Vel = 0.14 F4 0.0 6.09 E 21.583 3.000 61.654 to 150.0 0.0 21.583 0.0 Ml 13.03 0.0 0.0 24.583 0.001 Vel = 0.14 Ml 0.0 2.945 0.0 1.000 61.655 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 13.03 0.0 0.0 1.000 0.0 Vel = 0.61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 ACACIA - PLAN 2 Date 9-14-16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C' or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 0.0 6.09 T 46.249 30.000 66.655 to 150.0 0.0 46.249 0.0 111 13.03 0.0 0.0 76.249 0.0 Vel =' 0.14 0.0 13.03 66.655 K Factor = 1.60 106 -5.24 6.09 T 46.249 120.000 53.651 to 150.0 0.0 46.249 0.0 107 -5.24 0.0 0.0 166.249 0.0 Vel = 0.06 107 0.0 6.09 T 46.249 220.000 53.651 to 150.0 0.0 46.249 0.0 108 -5.24 0.0 0.0 266.249 0.0 Vel = 0.06 108 5.34 6.09 1 46.249 165.000 53.651 to 150.0 0.0 46.249 0.0 109 0.1 0.0 0.0 211.249 0.0 Vel =0 109 11.89 6.09 T 46.249 160.000 53.651 to 150.0 0.0 46.249 0.0 101 11.99 0.0 0.0 206.249 0.001 Vel = 0.13 101 0.0 6.09 3E 64.749 130.000 53.652 to 150.0 0.0 64.749 0.0 B1 11.99 0.0 0.0 194.749 0.001 Vel = 0.13 B1 0.0 6.09 E 21.583 6.000 53.653 to 150.0 0.0 21.583 -2.599 B2 11.99 0.0 0.0 27.583 0.001 Vel = 0.13 B2 0.0 2.945 0.0 3.000 51.055 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 11.99 0.0003 0.0 3.000 0.001 Vel = 0.56 B3 0.0 6.09 E 21.583 6.000 59.056 to 150.0 0.0 21.583 2.599 B4 11.99 0.0 0.0 27.583 -0.001 Vel= 0.13 B4 0.0 6.09 E 21.583 3.000 61.654 to 150.0 0.0 21.583 0.0 M3 11.99 0.0 0.0 24.583 0.0 Vel= 0.13 M3 0.0 2.945 0.0 1.000 61.654 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 11.99 0.0010 0.0 1.000 0.001 Vel = 0.56 M4 0.0 6.09 E 21.583 30.000 66.655 to 150.0 0.0 21.583 0.0 113 11.99 0.0 0.0 51.583 0.0 Vel = 0.13 113 0.0 11.65 E 36.224 115.000 66.655 to 150.0 0.0 36.224 0.0 112 11.99 0.0 0.0 151.224 0.0 Vel = 0.04 112 0.0 11.65 T 80.498 1305.000 66.655 to 150.0 0.0 80.498 0.0 111 11.99 0.0 0.0 1385.498 0.0 Vel = 0.04 111 13.03 11.65 T 80.498 700.000 66.655 to 150.0 0.0 80.498 4.764 FT 25.02 0.0 0.0 780.498 0.001 Vel = 0.08 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 25.02 71.420 K Factor = 2.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 MECHANICAL NP Mechanical, Inc. 9225 Stellar Court Corona, CA 92883 951-667-4220 Job Name : ACACIA - PLAN 2 Building : ALT. CALC AREA 3 Location : CARLSBAD,CA System : 1 Contract Data File : ALT. PLAN2 CA3 16X16.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 NP Mechanical, Inc. Page 1 ACACIA - PLAN 2 Date 9-14-16 HYDRAULIC DESIGN INFORMATION SHEET Name - ACACIA - PLAN 2 Date - 9-14-16 Location - CARLSBAD, CA Building - ALT. CALC AREA 3 System No. - 1 Contractor - NP MECHANICAL Contract No. -. Calculated By - EH Drawing No. - Construction: (X) Combustible ( ) Non-Combustible Ceiling Height OCCUPANCY - LIGHT HAZARD S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( )1 (X )2 ( )4 S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make RELIABLE Model RFC49 I Elevation at Highest Outlet - Feet Size 7/16" K-Factor 4.9 G Note: Temperature Rating 165 N Calculation Gpm Required 26.22 Psi Required 45.345 AT BR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 94 R Residual (Psi) - 75 Flow (Gpm) - 5,825 S Elevation - P Location: P L Source of Information: Y Pump Data: Tank or Reservoir: Rated Cap. Cap. @ Psi Elev. Elev. Other Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C NP Mechanical, Inc. ACACIA - PLAN 2 Page 2 Date 9-14-16 City Water Supply: Demand: Cl - Static Pressure : 84.6 Dl - Elevation : 14.292 C2 - Residual Pressure: 67.5 D2 - System Flow : 26.219 C2 - Residual Flow : 5825 D2 - System Pressure : 67.576 Hose ( Demand) : 5 D3 - System Demand : 31-219 Safety Margin : 17.023 150 140 130 p120 R11° E10° 590 S 80 --Cl- -____ - -_ _ u 70 _ D2 - C R 60D3 E5° 40 30 20 10 ...DI_ I •.. I I I I I I I 750 1500 2250 3000 3750 4500 5250 6000 6750 FLOW (NA 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary NP Mechanical, Inc. Page 3 ACACIA - PLAN 2 Date 9-14-16 Fitting Legend Abbrev. Name 1/2 3/4 1 11/4 11/2 2 21/2 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Fsp Flow Switch Potter VSR Fitting generates a Fixed Loss Based on Flow N * CPVC 90'Ell Harvel-Spears 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0 0* CPVCTee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 '0 0 0 0 0 0 R * CPVC Coupling Tee - Run 1 1 1 1 1 1 2 2 0 0 0 0 0 0 0 0 0 0 0 0 S NFPA 13 Swing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 139O'FlowthruTee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with * The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a * will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure I Flow Summary - STANDARD NP Mechanical, Inc. Page 4 ACACIA - PLAN 2 Date 9-14-16 Node No. Elevation K-Fact Pt Actual Pn Flow Density Area Press Actual Req. Hi 9.0 33.42 na H2 9.0 33.42 na H3 19.0 8.48 na H4 19.0 4.9 7.28 na 13.22 0.05 256 7.0 H5 19.0 4.9 7.04 na 13.0 0.05 256 7.039 Dl 10.0 32.99 na D2 10.0 32.99 na 10.0 32.99 na D3 20.0 8.05 na 4 20.0 8.05 na 5 20.0 8.05 na 6 20.0 7.93 na D5 20.0 7.36 na 7 20.0 7.83 na 8 20.0 8.55 na 9 20.0 9.33 na A 10.0 24.52 na D4 20.0 7.62 na 10 20.0 8.2 na B 10.0 30.4 na C 10.0 . 32.99 na TRA 10.0 35.9 na BR 2.0 45.34 na 5.0 X -3.0 48.44 na EL -3.0 48.72 na 102 -3.0 49.79 na 103 -3.0 49.8 na 104 -3.0 49.8 na 105 -3.0 49.8 na 106 -3.0 49.8 na Fl -3.0 49.81 na F2 3.0 47.21 na F3 3.0 55.21 na F4 -3.0 57.81 na Ml -3.0 57.81 na M2 -3.0 62.81 na 107 -3.0 49.8 na 108 -3.0 49.8 na 109 -3.0 49.8 na 101 -3.0 49.81 na Bi -3.0 49.81 na B2 3.0 47.21 na B3 3.0 55.21 na B4 -3.0 57.81 na M3 -3.0 57.81 na M4 -3.0 62.81 na 113 -3.0 62.81 na 112 -3.0 62.81 na 111 -3.0 62.81 na FT -14.0 67.58 na The maximum velocity is 14.02 and it occurs in the pipe between nodes 9 and A Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 5 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Hi 0.0 0.874 N 7.0 1.000 33.421 to 150.0 0.0 7.000 -0.433 Di 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 32.988 K Factor = 0 H2 0.0 0.874 0 3.0 1.000 33.421 to 150.0 0.0 3.000 -0.433 D2 0.0 0.0 0.0 4.000 0.0 Vel = 0 0.0 0.0 32.988 K Factor = 0 H3 0.0 0.874 N 7.0 1.000 8.481 to 150.0 0.0 7.000 -0.433 D3 0.0 0.0 0.0 8.000 0.0 Vel = 0 0.0 0.0 8.048 K Factor = 0 H4 13.22 0.874 N 7.0 1.000 7.278 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D4 13.22 0.0974 0.0 8.000 0.779 Vel = 7.07 0.0 13.22 7.624 K Factor = 4.79 H5 13.00 0.874 N 7.0 1.000 7.039 K Factor = 4.90 to 150.0 0.0 7.000 -0.433 D5 13.0 0.0944 0.0 8.000 0.755 Vel = 6.95 0.0 13.00 7.361 K Factor = 4.79 Dl 0.0 0.874 A 1.0 11.667 32.988 to 150.0 0.0 1.000 0.0 D2 0.0 0.0 0.0 12.667 0.0 Vet = 0 D2 0.0 0.874 0 3.0 6.833 32.988 to 150.0 0.0 3.000 0.0 0.0 0.0 0.0 9.833 0.0 Vel = 0 0.0 0.874 0 3.0 3.417 32.988 to 150.0 0.0 3.000 4.331 2 0.0 0.0 0.0 6.417 0.0 Vel = 0 0.0 0.0 37.319 K Factor = 0 D3 0.0 0.874 0 3.0 1.083 8.048 to 150.0 0.0 3.000 0.0 4 0.0 0.0 0.0 4.083 0.0 Vel = 0 4 0.0 0.874 R 1.0 10.083 8.048 to 150.0 0 3.0 4.000 0.0 5 0.0 0.0 0.0 14.083 0.0 Vet = 0 5 -3.51 0.874 0 3.0 10.667 8.048 to 150.0 0.0 3.000 0.0 6 -3.51 -0.0083 0.0 13.667 -0.114 VeI= 1.88 6 0.0 0.874 R 1.0 11.000 7.934 to 150.0 0.0 1.000 0.0 7 -3.51 -0.0084 0.0 12.000 -0.101 VeI= 1.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 6 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 -3.51 7.833 K Factor = -1.25 D5 ' 13.00 0.874 0 3.0 ' 2.000 7.361' to 150.0 0.0 3.000 0.0 7 13.0 0.0944 0.0 5.000 0.472 Vet = 6.95 7 -3.51 0.874 0 3.0 10.667 7.833 to 150.0 0.0 3.000 0.0 8 9.49 0.0528 0.0 13.667 0.721 Vet = 5.07 8 0.0 0.874 A 1.0 10.667 8.554 to 150.0 0 3.0 4.000 0.0 9 9.49 0.0528 0.0 14.667 0.774 Vet = 5.07 9 16.73 0.874 2N 14.0 17.417 9.328 to 150.0 0.0 14.000 4.331 A 26.22 0.3457 0.0 31.417 10.860 Vet = 14.02 A 0.0 0.874 N 7.0 10.000 24.519 to 150.0 0.0 7.000 0.0 B 26.22 0.3457 0.0 17.000 5.877 Vet = 14.02 0.0 26.22 30.396 K Factor = 4.76 9 -16.73 0.874 R 1.0 6.500 9.328 to 150.0 0.0 1.000 0.0 10 -16.73 -0.1504 0.0 7.500 -1.128 Vet = 8.95 0.0 -16.73 8.200 K Factor = -5.84 D4 13.22 0.874 0 3.0 2.917 7.624 to 150.0 0.0 3.000 0.0 10 13.22 0.0973 0.0 5.917 0.576 Vet = 7.07 10 -16.73 0.874 3R 3.0 15.167 8.200 to 150.0 0.0 3.000 0.0 5 -3.51 -0.0084 0.0 18.167 -0.152 Vel= 1.88 0.0 -3.51 8.048 KFactor= -1.24 B 26.22 0.874 0 3.0 4.500 30.396 to 150.0 0.0 3.000 0.0 C 26.22 0.3456 0.0 7.500 2.592 Vet = 14.02 C -26.22 0.874 N 7.0 32.167 32.988 to 150.0 3R 3.0 13.000 4.331 2 0.0 0.0 0 3.0 45.167 0.0 Vel = 0 0.0 0.0 37.319 K Factor = 0 C 26.22 0.874 N 7.0 1.417 32.988 to 150.0 0.0 7.000 0.0 TRA 26.22 0.3457 0.0 8.417 2.910 Vet = 14.02 TRA 0.0 1.101 2R 2.0 8.000 35.898 to 150.0 N 7.0 18.562 6.465 * * Fixed Loss = 3 BR 26.22 0.1123 Fsp 0.0 26.562 2.982 Vet= 8.84 S 9.563 BR 5.00 1.101 0 5.0 1.000 45.345 Qa=5 to 150.0 0.0 5.000 2.166 X 31.22 0.1550 0.0 6.000 0.930 Vet = 10.52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. ACACIA - PLAN 2 Page 7 Date 9-14-16 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn X 0.0 1.59 E 5.687 5.000 48.441 to 150.0 0.0 5.687 0.0 EL 31.22 0.0259 0.0 10.687 0.277 Vel = 5.04 EL 0.0 1.59 T 11.375 30.000 48.718 to 150.0 0.0 11.375 0.0 102 31.22 0.0259 0.0 41.375 1.071 Vel = 5.04 102 0.0 6.09 1 46.249 260.000 49.789 to 150.0 0.0 46.249 0.0 103 31.22 0.0 0.0 306.249 0.011 Vel = 0.34 103 -14.83 6.09 T 46.249 160.000 49.800 to 150.0 0.0 46.249 0.0 104 16.39 0.0 0.0 206.249 0.003 Vel = 0.18 0.0 16.39 49.803 K Factor = 2.32 103 14.83 6.09 T 46.249 275.000 49.800 to 150.0 0.0 46.249 0.0 109 14.83 0.0 0.0 321.249 0.003 Vel = 0.16 0.0 14.83 49.803 K Factor = 2.10 104 9.72 6.09 T 46.249 100.000 49.803 to 150.0 0.0 46.249 0.0 105 9.72 0.0 0.0 146.249 0.0 Vel = 0.11 0.0 9.72 49.803 K Factor = 1.38 104 6.67 6.09 T 46.249 275.000 49.803 to 150.0 0.0 46.249 0.0 108 6.67 0.0 0.0 321.249 0.0 Vel = 0.07 0.0 6.67 49.803 K Factor = 0.95 105 9.72 6.09 T 46.249 175.000 49.803 to .150.0 0.0 46.249 0.0 106 9.72 0.0 0.0 221.249 0.001 Vel= 0.11 106 6.54 6.09 T 46.249 210.000 49.804 to 150.0 0.0 46.249 0.0 Fl 16.26 0.0 0.0 256.249 0.003 Vel = 0.18 Fl 0.0 6.09 E 21.583 6.000 49.807 to 150.0 0.0 21.583 -2.599 F2 16.26 0.0 0.0 27.583 0.001 Vel = 0.18 F2 0.0 2.945 0.0 3.000 47.209 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 F3 16.26 0.0003 0.0 3.000 0.001 Vel = 0.77 F3 0.0 6.09 E 21.583 6.000 55.210 to 150.0 0.0 21.583 2.599 F4 16.26 0.0 0.0 27.583 0.0 Vel = 0.18 F4 0.0 6.09 E 21.583 3.000 57.809 to 150.0 0.0 21.583 0.0 Ml 16.26 0.0 0.0 24.583 0.0 Vel = 0.18 Ml 0.0 2.945 0.0 1.000 57.809 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M2 16.26 0.0010 0.0 1.000 0.001 Vel = 0.77 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 8 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "c' or Ftngs Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn M2 0.0 6.09 T 46.249 30.000 62.810 to 150.0 0.0 46.249 0.0 111 16.26 0.0 0.0 76.249 0.0 Vel = 0.18 0.0 16.26 62.810 KFactor= 2.05 106 -6.54 6.09 T 46.249 120.000 49.804 to 150.0 0.0 46.249 0.0 107 -6.54 0.0 0.0 166.249 0.0 Vel = 0.07 107 0.0 6.09 1 46.249 220.000 49.804 to 150.0 0.0 46.249 0.0 108 -6.54 0.0 0.0 266.249 -0.001 Vel = 0.07 108 6.67 6.09 1 46.249 165.000 49.803 to 150.0 0.0 46.249 0.0 109 0.13 0.0 0.0 211.249 0.0 Vel =0 109 14.83 6.09 T 46.249 160.000 49.803 to 150.0 0.0 46.249 0.0 101 14.96 0.0 0.0 206.249 0.002 Vel = 0.16 101 0.0 6.09 3E 64.749 130.000 49.805 to 150.0 0.0 64.749 0.0 Bi 14.96 0.0 0.0 194.749 0.002 Vel = 0.16 Bi 0.0 6.09 E 21.583 6.000 49.807 to 150.0 0.0 21.583 -2.599 B2 14.96 0.0 0.0 27.583 0.001 Vel = 0.16 B2 0.0 2.945 0.0 3.000 47.209 to 150.0 0.0 0.0 8.000 * * Fixed Loss = 8 B3 14.96 0.0003 0.0 3.000 0.001 Vel = 0.70 B3 0.0 6.09 E 21.583 6.000 55.210 to 150.0 0.0 21.583 2.599 B4 14.96 0.0 0.0 27.583 0.0 Vel = 0.16 B4 0.0 6.09 E 21.583 3.000 57.809 to 150.0 0.0 21.583 0.0 M3 14.96 0.0 0.0 24.583 0.0 Vel = 0.16 M3 0.0 2.945 0.0 1.000 57.809 to 150.0 0.0 0.0 5.000 * * Fixed Loss = 5 M4 14.96 0.0 0.0 1.000 0.0 Vel = 0.70 M4 0.0 6.09 E 21.583 30.000 62.809 to 150.0 0.0 21.583 0.0 113 14.96 0.0 0.0 51.583 0.001 Vel = 0.16 113 0.0 11.65 E 36.224 115.000 62.810 to 150.0 0.0 36.224 0.0 112 14.96 0.0 0.0 151.224 0.0 Vel = 0.05 112 0.0 11.65 1 80.498 1305.000 62.810 to 150.0 0.0 80.498 0.0 111 14.96 0.0 0.0 1385.498 0.0 Vel = 0.05 111 16.26 11.65 T 80.498 700.000 62.810 to 150.0 0.0 80.498 4.764 FT 31.22 0.0 0.0 780.498 0.002 Vel = 0.09 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams NP Mechanical, Inc. Page 9 ACACIA - PLAN 2 Date 9-14-16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pt Pn 31.22 67.576 K Factor = 3.80 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087