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2856 WHIPTAIL LP; ; FPC2018-0016; Permit
II*i ji~i ZI] :ii I Ec@E Print Date: 10/04/2022 Permit No: FPC2018-0016 Job Address: 2856 WHIPTAIL LP, CARLSBAD, CA Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2091201400 Track #: Applied: 01/10/2018 Valuation: $6,612,269.00 Lot #: Issued: 04/25/2018 Occupancy Group: Project U: DEV2016-0007 Finaled Close Out: 07/19/2021 #of Dwelling Units: Plan U: Bedrooms: Construction Type: Final Inspection: Bathrooms: Orig. Plan Check U: INSPECTOR: Fieri, Dominic Plan Check #: Wong, Cindy Project Title: CARLSBAD OAKS NORTH LOT 17 Description: CARLSBAD OAKS NORTH LOT 17 - SPRINKLER >100 (3 RISERS, 1280 HEADS) Applicant: FPContractor: EPIC FIRE PROTECTION INC EPIC FIRE PROTECTION INC ADAM BOISVERT 765 TURTLE POINT WAY 765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126 SAN MARCOS, CA 92069-8126 (760) 310-6122 (760) 310-6122 FEE AMOUNT FIRE ESFR Fire Sprinkler System (Initial system) $230.00 FIRE ESFR Fire Sprinkler System (Initial system) $832.00 FIRE ESFR Fire Sprinkler System (Initial system) $230.00 Total Fees: $1,292.00 Total Payments To Date: $1,292.00 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 HADLEY ENGINEERING April 12,2018 DA WHITACRE CONSTRUCTION David Blackston 1108 Greenfield Drive El Cajon, CA 92021 Subject: CARLSBAD OAKS 10117 2856 Whiptail Loop Carlsbad, CA Seyco Project No. W715-17 HE Project No. 17-141 The pre-fabricated steel joists for this project have been designed in accordance with the 2016 California Building Code, using the loads provided by the Engineer of Record. The loading included general uniform sprinkler loading. Additionally, the joists have been designed as per the sprinkler drawings by Epic Fire Protection, Inc. dated 10-17-17 with delta 1 revisions dated 1-23-18, accounting for pipes 4 inches or larger. Thank you for the opportunity to assist you in this matter. If you have any questions, please contact us. Sincerely, Thomas W. Hadley Hadley Engineering, Inc. Thomas W. Hadley, S.E. No.S 5697 Exp. 6-30-19 34159 Yucaipa Boulevard, Suite C, Yucaipa, CA 92399 (909) 446-0712 www.hadleyengineering.com Page 1 .1 No. -117 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: Lot 17 Whiptail Loop SR#: (Assigned upon plan submittal) PROJECT ADDRESS: Lot 17 Whiptail Loop CITY: Carlsbad PHONE: ( 760 )_310-6122 (Epic Fire Protection, Inc.) FAX NUMBER: (760) 798-0556 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): Northeast corner of Whiptail Loop TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 102 PSI Hydrant Number (if applicable):H61678 Elevation of test: 464 (est) Feet Date/Time of Test1: Pitot Tube Reading: PSI Corresponding Flow: GPM Total Flow: 81000 GPM Residual Pressure 78 PSI At peak demand this water system is capable of providing a fire flow discharge at 20 psi in excess of 8,000 gpm. However, this flow exceeds the maximum velocity requirement of 10 fps. Therefore, the maximum allowable fire flow for this location is 8,000 gpm. Test to be performed as close as possible to the time the most conservative flows and pressures are expected. 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: I have witnessed and/or reviewed this water flow information and by personal knowledge and/or on-site observation certify that the above information is correct. Name: JenniferR.Mael,P.E. Eng. Lic. No. (if applicable): C69606 Signature:________________________________ Title/Org: Pje'ctManager Date: 07/31/2017 H / Fire low Test / Location H61678 - Project Site 10. J & • • 8 /Ir 16" N Legend Pipe - + ZONE -550 700 Lot 17 Whiptail Loop - Fire Flow Analysis 80 60 a. 120 100 40 20 0 1h Hydraulics Summary Sheet DashbwidHydraulla 100 Project )Information Calculation Date: 1/24/2018 10:40:35 AM CALRSBAD LOT 17 SYSTEM I system ID drawing ref 2 OF 2 2856 WHIPTAIL LOOP building CARLSBAD, CA construction occupancy contract U authority tnnIr,4nr TMf,%rv,,44r.n I4a1.. .IL.'- r U I yt.. density ESFR GPM/ft' system type WET design std NFPA 13 remote area 12@25 PSI ft' hazard EXTRA spr coverage 100 ft' sprs flowing 12 figure ca1cd volume 6758.8 gal curve clnw Tact static pressure 91.80 psi residual pressure 70.20 psi quantity flowing 8000,0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email EPlCFlREcCOX.NET _ Sprinklers in Remote Mfgr Mod SIN# Size K [ 12 VIKING I K-25 I VK510 J 1 25.2 14 Remote Area 1 - Supply I Demand Graph 0250 500 750 1000 1250 1500 1750 2000 Water Flow (GPM) :s Demand at sprinkler and interior hose flows Total System Demand including Hose Flows at Zero © Copyright 2013 Sigma Development Group, Inc. Page 1 of 11 CALRSBAD LOT 117.SYSTEM I 88OO 2856 WHIPTAIL LOOP DasZ owdHydrauffis Supply Analysis (Remote Area 1) Source Static. •Node /Pressure L e .80 psi 7010,psi 8,000.0 GPM 90.48 psi T1,769.0 GPM 89.36 psi Residua Flowing l Quantity Pres Total Total sure Pressure Sprinkler Flow: 1,519.0 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 1769.0 GPM Maximum velocity in pipe 11 - 15 is 15.4 ft/sec Nodes Analysis F__F [Minimum Node Actual Node Elav Device KFactorl Flow Pressure Discharge Notes 1L: 1 GPM - psi GPM 110 44.8 Sprinkler 25.20 126.00 25.00 126.00 109 44.8 Sprinkler 25.20 126.00 25.00 126.00 106 44.8 Sprinkler 25.20 126.00 25.02 126.05 105 44.8 Sprinkler 25.20 126.00 25.02 126.05 102 44.8 Sprinkler. 25.20 126.00 25.09 126.22 101 44.8 Sprinkler 25.20 126.00 25.09 126.22 111 44.8 Sprinkler 25.20 126.00 25.39 126.97 108 44.8 Sprinkler 25.20 126.00 25.39 126.98 107 44.8 Sprinkler 25.20 126.00 25.41 127.02 104 44.8 Sprinkler 25.20 126.00 25.41 127.03 103 44.8 Sprinkler 25.20 126.00 25.47 127.19 100 44.8 Sprinkler 25.20 126.00 25.49 127.22 0 0.0 Hose@Zero 1 89.36 250.0 Page 2of 11 DashbwidHydraulft Pipe Information CALRSBAD LOT 17 SYSTEM 1 2856 WHIPTAIL LOOP (Remote Area 1) From EIWI Pipe ID Flows: Inside Length ft C Value Total (Pt) psi ft Added GPM Diameter Fittings Notes Fitting ft Elev (Pe) psi To EIev2 Type in Friction Loss Total. Total ft psi/ft Frict (Pt) psi 111 44.75 2 /2" Eddy Flow 2.7050 Len 10,0 Ftg 0.0 c = 120 Pt 110) 25.001 Fe 0.000 Pt 0.388 110 44.75 BL 125.8 0.03875 Total 10.0 88 4475 2% Eddy Flow 1270 2.7050 T Len 1075 Ftg 18.7 C 120 Pt 111) 25389 Pe 0.000 jf 17.788 111 4475 BL 252.8 014093 Total 126 2 48 4400 2% Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 88) 43.177 Pe 0.325 pf 2.744 88 44.76 RN 252.8 0.14093 Total 19,5 Total Pressure at Node 48) 46.245 psi 109 44.75 2%' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 110) 25.001 Pe 0.000 ff 0.000 110 44.75 BL 0.2 0.00000 Total 10.0 108 44.76 2%" Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 C=120 Pt 109) 25.001 Pe 0.000 Pt 0.390 109 44.75 BL 126.21 0.03900 Total 10.0 68 44.75 2%" Eddy Flow 127.0 2.7050 T Len 134.0 Ftg 18.7 C = 120 014138 Pt 108) 25.391 Pe. 0.000 Pt 21.591 108 4475 BL 2532 Total 1527 28 44.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 68) 46.982 Fe 0.325 Pt 2.752 68 4475 RN 253.2 0.14138 Total 19.5 Total Pressure at Node 28) 50.059 psi 107 44.75 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 25.020 Pe 0.000 Pt 0.386 106 44.75 BL 125.4 0.03855 Total 10.0 87 44.75 2%' Eddy Flow 127.0 2.7050 1 Len 107.5 Ftg 18.7 C = 120 0.14061 25.406 Pe 0.000 Pf 17.748 07; 44.75 BL 2524 Total 126.2 47 44.01) 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 87) 43.154 Fe 0.325 Pt 2,737 87 44.715 1 RN 2524 0.14061 Total 19 5 Total Pressure at Node 47) 46.216 psi 105 44.715 2%" Eddy Flow Len 10.0 [ c = 120 Pt 106) 25.020 2.7050 Ftg 0.0 Pe 0.000 j- 106 44.715 BL 0.6 0.00000 Pt 0.000 110.0 © Copyright 2013 Sigma Development Group, Inc. Page 3. of 11 CALRSBAD LOT I7 SYSTEM: I Pipe Information III VOIT 2856 WHIPTAIL LOOP (Remote Area 1) From Eled1 Pipe ID Flows Length I C Value I Total (Pt) psi Added GPM Inside Diameter I Fittings I J Notes Fitting ft I Elev (Pe) psi I To Elev2 Type in I Friction LOSE Total Total ft psi/ft Fct (Pf) psi 104 44.75 2W Eddy Flow 126.0: 105 -- 44.75 BL 126.7 2.7050 67 - 44.75 2W' Eddy Flow 127.0 104 -- 44.75 BL 253.7 2.7050 27 44.00 2W Eddy Flow 2.7050 67 44.75 RN 253.7 Len 10.0 Cr120 Pt 105) 25.020 Ftg 0.0 Pe 0.000 - 0.03926 Pt 0.393 Total 10.0 Len 134.0 C = 120 Pt 104) 25.413 T Ftg 18.7 Pe 0.000 0.14191 Pt 21.672 Total 152.7 Len 0.8 C = 120 Pt 67) 47.085 Ftg 18.7 Pe 0.325 0.14191 Pt 2.763 otal T 19.5 Total Pressure at Node 27) 50.172 psi 103 44.75 2W' Eddy Flow i 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 102) 25.089 Pe 0.000 Pt 0.384 102 44.75 BL 125.2 0.03840 Total 10.0 86 44.75 2%" Eddy Flow 127.2 2.7050 1 Len 107.5 Ftg 18.7 C 120 Pt 103) 25.473 Pe 0.000 Pt 17.735 103 44.75 BL 252.4 0.14051 Total 126.2 46 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 86) 43.209 Pe 0.325 Pt 2.735 86 44.75 • RN 252.4' 0.14051 Total 19.5 Total Pressure at Node 46) 46.269 psi 101 44.75 2%" Eddy Flow . 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 102) 25.089 Pe 0.000 Pt 0.000 I 102 -- 44.75 BL 1.1 __________________________________________________________ 0.00001 100 44.75 2W' Eddy Flow 126.2' 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 101) 25.089 Pe 0.000 Pt 0.396 101 44.75 BL 127.3 0.03961 Total 10-0 1 66 44.75 2%" Eddy Flow 127,2 2.7050 1 Len 134.0 Ftg 18.7 C = 120 Pt 100) 25.485 Pe 0.000 Pt 21.797 109 44.7.5 BL 254.5j 0.14273 Total 152.7 26 44.013 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C 120 Pt 66) 47.283 Pe 0.325 Pt 2.779 66 44.75 ' 254.5 0.14273 ' Total 19.5 Total Pressure at Node 26) 50.386 psi 48 44.01) 4" Eddy Flow Len 10.01 C = 120 Pt 47) 46.216 4.3100 Ftg 0.0 J- Pe 0.000 47 44.01) CM2 106.2 0.00293 Pt 0.029 Total io.1 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 11 From Eli Pipe ID Flows Length ft C Value Total (Pt) psi ft Added GPM. Inside Diameter Fittings Notes Fitting ft Elev (Pe) Psi To Ele'2 Type n Friction Loss Total Total ft psi/ft Frict (Pt) psi 49 44.00 4' Eddy Flow 252.8 4.3100 Len 10.0 Ftg 0.0 120 Pt 48) 46.246 Pe 0.000 Pt 0.279 48 44.00 CM2 359.0 0.02790 Total 10.0 50 44.00 4" Eddy Flow -64.4 4.3100 Len 10.0 Ftg 0.0 120 Pt 49) 46.525 Pe 0.000 Pt 0.194 49 44.00 CM2 294.6 0.01935 Total 10.0 51 44.00 4" Eddy Flow -61.8 4.3100 Len 8.0 Ftg 0.0 C= 120 Pt 50) 46.718 Pe 0.000 Pt 0.100 • 50 -- 44.00 CM2 232.8 0.01252 Total 8,0 52 44.00 4" Eddy Flow -60.4 4.3100 Len 8.0 Ftg 0.0 c = 120 Pt 51) 46.818 Pe 0.000 pf 0.057 51 44.00 CM2 172.4 0.00718 Total 8.0 53 44.00 4' Eddy Flow. -58.2 4.3100 Len 8.0 Ftg 0.0 C 120 Pt 52) 46.876 Pe 0.000 Pt 0.027 9 44.00 CM2 114.3: 0.00336 Total 8.0 54 44.00 4" Eddy Flow -57.3 4.3100 Len 8.0 Ftg 0.0 C 120 0.00093 Pt 53) 46.903 Pe 0.000 Pt 0.007 53 44.00 CM2 57.0 Total 8.0 94 44.75 2%' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C 120 Pt 54) 46.910 Pe -0.325 Pt 0.174 54 44.00 RN 57.0 0.00896 Total 19.5 74 44.75 2W' Eddy Flow 2.7050 TIT Len 127.5 Ftg 37.4 C= 120 Pt 94) 46.760 Pe 0.000 pf. 1.478 94 44.75 BL 57.0 0.00896 Total 164.9 34 44.00 2%' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 74) 48.238 Pe 0.325 Pf 0.174 74 44.75 RN 57.0 0.00896 Total 19.5 33 44.00 4" Eddy Flow 4.3100 0 Len 8.0 Ftg 0.0 C = 120 Pt 34) 48.737 Pe 0.000 Pt 0.007 34 44.00 CMI 57.0 0.00093 Total 8.0 93 44.75 2%" Eddy Flow Len = 120 2.7050 T Ftg 18.7 f-______--__ Pe -0.325 53 44.00 RN 57,3 19.5 0.00904 Pt 0.176 Total © Copyright 2013 Sigma Development Group, Inc. Page 5 of 11 Total Pressure at Node 33) 48.745 psi 0.81 Pt c 46.903 CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From Elevi P ID ipe Flows Length ft C Value Total (Pt) psi ft Added GPM Inside Diameter Fittings Notes Fitting ft Elev (Pe) psi • -- • To Elev2 Type in Friction Loss ft Total Total ft psi/ft Frict (Pf) psi 73 44.75 2%" Eddy Flow 2.7050 7/1 Len 127.5 Ftg 37.4 c 120 Pt 93) 46.754 Pe 0.000 Pt 1.490 93 44.75 BL 57.3: 0.00904 Total 164.9 33 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg., 18.7 c = 120 0.00904 Pt 73) 48.244 Pe 0.325 Pt 0.176 73 -- 44.75 RN 57.3 Total 19.5 32 44.00 4' Eddy Flow 57.0 4.3100 0 Len 8.0 Ftg 0.0 = 120 Pt 33) 48.745 Pe 0.000 Pt 0.027 33 44.00 CM, T 114.3 0.00336 Total 8.0 Total Pressure at Node 32) 48.772 psi 92 44.75 . 214" Eddy Flow . . 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 52) 46.876 Pe 4325 pf 0.181 52 44.00 RN 58.2 0.00930 Total 19.5 72 44.75 2%" Eddy Flow 2.7050 TIT Len 127.5 Ftg 37.4 c = 120 Pt 92) 46.732 Pe 0.000 Pt 1.534 • 92 -- 44.75 BL 58.2 0.00930 Total 164.9 32 44.00 2'h° Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 0.00930 Pt 72) 48.266 Pe 0.325 Pt 0.181 72 44.75 RN 58.2 Total 19.5 31 44.00 4" Eddy Flow 114.3: 4.3100: 2E Len. 72.0 Ftg 27.9 C= 120 Pt 32) 48.772 Pe 0.000 Pt 0.718 32 44.00 CMI 172.4: 0.00718 Total Total Pressure at Node 31) 49.489 psi 91 44.75 2W' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C= 120 Pt 51) 46.818 Pe -0.325 pf 0.194 51 44.00 RN . 60.4 0.00997 Total 195 71 44.7.5 2%" Eddy Flow . 2.7050 TIT Len 191.5 Ftg 37.4 C= 120 Pt 91) 46.687 Pe 0.000 Pf 2.283 91. 447.5 BL 60.4 0.00997 Total 228.9 31 44.00 214" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 71) 48.970 Pe 0.325 Pt 0.194 71 44.75 RN 60.4 0.00997 Total 19,5 30 4401) 6" Sch 10 172.4 6.3570 0 Len 8.0 Ftg 0.0 = 120 Pt 31) 49.489 Pe 0.000 Pt 0.015 .31 CMI . 232.8 0.00189 Total 8.0 Total Pressure at Node 30) 49.504 psi © Copyright 2013 Sigma Development Group, Inc. Page 6 of 11 CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From Elevi ft 'Pipe ID Flows Added GPM. Inside Diameter in Fittings Length ft C Value Friction Loss psi/ft Total (Pt) psi Notes Frict (Pt) psi Fitting ft Elev (Pe) psi To Elev2 Type Total Total ft 90 44.75 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 50) 46.718 Pe -0.325 Pt 0.202 50 44.00 RN 61.8 0.01040 Total 19,5 70 4475 2% Eddy Flow 2.7050 l/T Len 191.5 Ftg 37.4 c = 120 Pt 90) 46 596 Pe 0.000 Pt 2.381 90 44.75 BL 61.8 0.01040 Total 228.9 30 44.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 70) 48.977 Pe 0.325 Pt 0.202 70 4475 RN 61.8 0.01040 Total 195 29 4400 6 SchI0 2328 6 3570 0 Len 100 Ftg 0.0 C=120 Pt 30) 49504 Pe 0.000 Pt 0.029 30 4400 CM1 294.61 000292 Total 100 Total Pressure at Node 29) 49.533 psi 89 44.75 2%' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 49) 46.525 Pe -0.325 Pt 0.219 49 44.00 RN 64.4 1 0.01123 Total 19.5 69 44.75 2% Eddy Flow 2.7050 TIT Len 191.5 Ftg 37.4 c = 120 Pt 89) 46.418 Pe 0.000 Pt 2,571 89 447 BL 644 001123 Total 2289 29 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 69) 48.990 Pe 0.325 pf 0.219 69 44.75 RN 64.4 0.01123 Total 19.5 28 44.01) 6" Sch 10 294.6 63570 359.0 'Total 2E Len 90.0 Ftg 352 C = 120 Pt 29.) 49.533 Pe 0.000 Pt 0.526 29 44.01) CMI 0.00420 125.2 27 44.01) 6" Sch 10 253.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 28) 50.059 Pe 0.000 Pt 0.113 28 44.00 CM1 612.2 0.01129 Total 100 26 44.0() 6" Sch 10 253,7 6.3570 : 0 Len 10.0 Ftg 0.0 C = 120 0.02143 Pt 27). 50.173 Pe 0.000 Pt 0.214 27 44.00 CMI 865.9 Total 10.0 25 44.00 6" Sch lO 254.5 6.3570 .. 0 Len 10.0 Ftg 0.0 C= 120 Pt 26) 50.387 Pe 0.000 Pf 0.345 1 26:-- 44.00 CMI . 1,120.4 0.03453 Total 10.0 Total Pressure at Node 25) 50.732 psi © Copyright 2013 Sigma Development Group, Inc. Page 7 of 11 Pipe InfOrmation CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From Elevl Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM Diameter in Fittings Friction Loss psi/ft Notes Fiict (Pt) psi To Elev2 Type Total Total ft 46 4400 4 Eddy Flow 4.3100 Len 100 Ftg 0.0 C 120 0.00530 Pt 47) 46.216 Pe 0.000 pf 0.053 47 44.00 CM2 146.2, Total 10.0 45 44.00 4" Eddy Flow 252.4 4.3100 Len 10.0 Ftg 0.0 C 120 Pt 46) 46.269 Pe 0.000 Pt 0.339 46 44.00 CM2 398.6 0.03386 Total 10.0 85 44.76 2%' Eddy Flow -332.3 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 45) 46.608 Pe -0.325 Pt 0.231 45 44.00 RN 66.3 0.01186 Total 19.5 65 4475 2% Eddy Flow 2.7050 TIT Len 271 5 Ftg 37.4 c = 120 0.01186 Pt 85) 46.514 Pe 0.000 Pt 3,663 85 -- 4475 BL 66.31 Total 308.9 25 44.00 2%" Eddy Flow 2.7050 T Len 0,8 Ftg 18.7 120 0.01186 Pt 65) 50.176 Pe 0.325 Pt 0.231 65 44.75 RN 66.3 : Total 19.5 24 25 44.00 44.00 6° Sch 10 CM1 1,120.4 1,186.7 6.3570 0 Len 10.0 Ftg 0.0. C = 120 Pt 25) 50.732 Pe 0.000 Pt 0.384 0.03840 Total 10.0 Total Pressure at Node 24) 51.116 psi 44 44.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C 120 Pt 45) 46.608 Pe 0.000 Pt 0.242 45 44.00 CM2 332.3 0.02418 Total 10.0 84 44.75 2%" Eddy Flow -264.7:. 27050 T Len 0.8 Ftg 18.7 C120 Pt 44) 46.850 Pe -0.325 Pt 0.239 44 4401) RN 67.5 0.01226 Total 195 64 44.75 214' Eddy Flow 2.7050 1/1 Len 271.5 Ftg 37.4 C 120 0.01226 .Pt 84) . 46.764 Pe 0.000 Pt 3.789 84 44•75 BL 67.5 Total 308.9 24 44.01) 2%" Eddy Flow 2.7050 . 1 Len 0.8 Ftg 18.7 = 120 . 0.01226 Pt 64) 50.552 Pe 0.325 Pt 0.239 6 67.5 Total 19.5 15 4400 6 Schlo 11867 6.3570 Len 30 Ftg 0.0 C120 Pt 24) 51116 Pe 0.000 Pt 0.128 24 44.00 CM1 1,254.2 0.04254 Total 3.0 Total Pressure at Node 15) 51.243 psi © Copyright' 013 Sigma Development Group, Inc. Page 8of 11 Pipe Information CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From: Elevl Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM Diameter in Fittings Notes To Etev2 Type Friction Loss psi/ft Total Total ft Fnct (Pf) psi 43 44.00 4° Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C= 120 Pt 44) 46.850 Pe 0.000 Pf 0.159 44 44.00 CM2 264.7 0.01588 Total 10.0 83 44.75 2%" Eddy Flow -197.6 2.7050 1 Len 0,8 Ftg 18.7 c = 120 Pt 43) 47.009 Pe -0.325 Pt 0,236 43 4400 RN 671 0.01213 Total 195 63 44.75 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C= 120 Pt 83) 46.920 Pe 0.000 Pt 3.746 83 44.75 BL 67.1 0.01213 Total 308.9 23 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 63) 50.666 Pe 0.325 Pt 0.236 63 44.75 RN 67.11 0.01213 Total 19.5 Iota! Pressure at Node 23) 51.227 psi 42 4400 4 Eddy Flow 4.3100 Len 100 Ftg 0.0 C 120 Pt 43) 47.009 Pe 0.000 Pt 0.092 43 44.00 CM2 197.61 0.00925 Total 10.0 82 44.75 214o Eddy Flow 131.41 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 42) 47.101 Pe -0.325 Pt 0.230 42 44.00 RN 66.2 0.01182 Total 19.5 62 8 44.75 44.75 2/" Eddy Flow BL 66.2 2.7050 Tfl Len 271.5 Ftg 37.4 C = 120 Pt 82) 47.006 Pe 0.000 pf 3.652 0.01182 Total 308.9 162 44.0' ) 2¼" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 62) 50.658 Pe 0.325 Pt 0.230 44.7.5 RN 66.2 0.01182 Total 19-51 Total Pressure at Node 22) 51.213 psi 41 44.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C= 120 Pt42) 47.101 Pe 0.000 Pt 0.043 42 44.00 CM2 131.4 0.00435 Total 10.0 81 44.75 2¼" Eddy Flow -65.6 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 41) 47.145 Pe -0.325 Pt 0.227 41 44.01) RN 65.8 0.01168 Total 19.5 61 44.715 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 0=120 Pt 81) 47.047 Pe 0.000 Pt 3.607 81 44.715 BL 65.8 0.01168 Total 308.9 © Copyright' 013 Sigma Development Group, Inc. Page 9 of 11 El 8 oo cW Pipe Information CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From Elevi ft Pipe ID Flows Added GPM. Inside Diameter in Fittings Length ft C Value Friction Loss psi/ft Total (Pt) psi Notes Frict (Pt) Fitting: ft Elev (Pe) psi To Elev2 Typo Total Total ft 21 44.00 2Yz" Eddy Flow 2.7050 1 JLen 0.8j Ftg 18.7 C 120 Pt 61) 50.654 Pe 0.325 Pt 0.227 61 44.76 RN 65.8 F- 0.01168 Total 19.5 Total Pressure at Node 21) 51.206 psi 40 44.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C= 120 0.00120 Pt 41) 47.145 Pe 0.000 Pt 0.012 41 44.00 CM2 65.6 Total 10.0 86 44.75 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 0.01164 Pt 47.157 Pe -0.325 pf 0.227 40 44.00 RN 65.6 Total 19.5 60 44.75 2%" Eddy Flow L 2.7050 l/T Len 271.5 Ftg 37.4 C = 120 Pt 80) 47.058 Pe 0.000 pf 3.595 80 4476 BL 656 0.01164 Total 3089 20 4400 2% Eddy Flow 2.7050 T Len 08 Ftg 18.7 C1-- 120 0.01164 Pt 60) 50 653 Pe 0.325 pf 0.227 60 44.75 RN 65.6 Total 19.5 21 44.00 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 20) 51.205 Pe 0.000 pf 0.002 20 44.00 CMI 65.6 0.00018 Total 10.0 22 44.00 -- 6" Sch 10 65.8 6.3570 . 0 Len 10.0 Ftg 0.0 C 120 Pt 21) 51.207 Pe 0.000 pf 0.007 • 21 44.00 CMI 131.4. 0.00066 Total 10.0 23 44.00 6" Sch 10 66,2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 22) 51.213 Pe 0.000 pf 0.014 22 44.00 CMI 197.6 0.00139 Total 10.0 15 44.00 6" Sch 10 67.1 . 6.3570 0 Len 7.0 Ftg 0.0 C = 120 Pt 23) 51.227 Pe 0.000 pf . 0.017. 23 44.00 CMI 264.7 0.00239 Total 7.0 Total Pressure at Node 15) 51.244 psi i 8" PVC CL200 Len 910.0 C= 150 Pt 2) 79.616 7.6800 2EE Ftg 22.5 Pe 0.000 2 11.01) LU 227.5 0.00048 Pf 0.444 Total 932.5 1 11.01) 8" PVC CL200 7.6800 V12E T4EE Len 855.0 Ftg 139.0 C = 150 Pt 4) 80.060 Pe 0.000 4 11.01) Lu 1~~ 0.00048 Pt 0.473 Total 994.0 Total Pressure at Node 1) 80.533 psi © Copyright 2013 Sigma Development Group, Inc. Page 10 of 11 From Elevl Pipe ID Flows Length C Value Total (Pt) psi ft Added GPM Inside Diameter Fittings Notes Fitting ft Elev (Pe) psi To Ele'2 Type in Friction Loss ft Total Total ft psi/ft Frict (Pf) psi I 11.00 8" PVC CL200 Len 55.01 = 150 Pt 2) 79.615 7.6800 E Ftg 22.5 Pe 0.000 H-'------- 2 11.00 LU 1,291.5 0.01184 Pt 0.918 Total 77.5 Total Pressure at Node 1)80.533 psi 11 44.00 6" Sch 10 6.3570 2EIT Len 20.3 Ftg 72.9 = 120 Pt 15) 51.243 Fe 0.000 pf 5.649 15 44.00 FM 1,519.0 0.06063 Total 93.2 8 12.00 8" Sch 10 8.2490 T,BV/E Len 32.0 Ftg 76.3 C = 120 Pt 11) 56.893 Pe 13.856 Pt 1.847 11 44.00 FR 1,519.0 0.01705 Total 108.3 6 12.010 8" Sch 10 8.2490 Len 1.0. Ftg 0.0 C= 120 Pt 8) 72.605 Fe 0.000 Pt 0.017 8 12.00 MA .1,519.0. 0.01705 Total 1.0 5 6 11.00 -- 12.00 8' Sch l0 MA 1,519.0 8.2490 EIT Len 4.0 Ftg 62.2 = 120 Pt 6) 72.622 Fe 0.433 Pt 1.129 0.01705 Total 66.2 2 11.00 8" PVC CL.200 7.6800 5E T!GV Len 122.0 Ftg 217.9 C 150 Pt 5) 74.185 Pe 0.000 Pt 5.431 5 ii.&O UN 1,519.0 0.01598 ' Cv Total 339.9 I . Total Pressure at Node 2) .79.615 p& O 0.013 8" PVC CL200 Len ilo.o] C = 150 Pt 1) 80.533 4.75 PSI LOSS FOR DCDA 7.6800 Ftg 144.0 Fe 4.763 SHOWN AS ELEVATION 1 11.010 UN 1,519.0 1. 2E/EE 0.01598 Pt 4.058 Total 254.0 Total Pressure at Node 0)89.354 psi © Copyright 2013 Sigma Development Group, Inc. Qoo DashbardHyd,au/ks One Line. Report.: CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) EromTo Type Pipe ID Fl OW ia Total Length Fittings Friction Loss Static Loss Press From Press To e GPM in ft _jpsi/ft psi fUsec UN 8 pvc CL200J 1,519.1 76800 2540 21,2EIEE 001598 476 8930 8047 '10.5 1 2 LU 8 PVC CL2001 12916 76800 775 E 001184 000 8047 7955 89 4, 2 LU 8" PVC CL200 227-5, 7 6800 932 5 2E 0.00048 0 00 7955 80 00 1 6 1-4 LU B PVC CL200 227.5 7 6800 994.0 T 4EE GV!2E 0.00048 0.00 80.47 80.00 1.6 ' 25 UN 8"PVCCL200U 15191 76800 3399 5ETIGV,CV.,.. 001598 000 79?55 7412 105 5-6 MA 8" Sch I0 1,519.1 8.2490 66.2 E/I 0.01705 0.43 74.12 72.56 9.1 6f8 ! MA 8 SchlO 15191 82490 10 001705 000 7256 i 7254 91 8-11 FR 8' Sch lO 1,519.1 8.2490 108.3 T,BV/E 0.01705 13.86 72.54 56.83 9.1 111i15 tftFM 6" Sch I0 15191 63570 932 2E!T 006064 000 56..83 5118 j154 21-20 CMI 6' Sch 10 64.0 6.3570 10.0 0 0.00017 0.00 51.14 51.14 0.6 ' 224j,Mi 6 Sch10 1281 63570? 100 0 000062 000 5114 5115 13 ....1.... ...... ... 23-22 CMI 6 Sch 10 1927 63570 100 0 000133 000 5115 5116 19 hi5 23 CMI j p . V'.Sch I Os .... 2581 63570 70 ?.:T.- 0 . 000228 000 5116 5118 i 26 1524 CMI 6" Sch lO 1,261.0 6.3570 3.0 0.04297 0.00 51.18 51.05 12.7 24 ?5 1k CMI 6 SchI0 ? 11952 63570 100 01 003891 000 5105 5066 h121 25-26 CMI 6" Sch 10 1,130.8 6.3570 10.0 0 0.03512 0.00 50.66 50.31 11.4 26 21 j CMI 6 Sth10 8687 63570 100 0 002156 000 5031 O09 88 27-28 CMI 6" Sch lo 607.4 6.3570 10.0 0 0.01112 . 0.00 50.09 49.98 6.1 s28429 CMI j 6"SvhfO .................................................................. 3466 63570 .... ....-,.,-. -.,.,... . . ......... 1252 2E 000394 . -. 000 .. 4998 4949 35 29-30 CMI 6" Sch 10 284.4 6.3570 10.0 0 0.00273 0.00 49.49 49.46 2.9 j 130{1 JL CMI 6"Sch101 j 2247 63570 80 0 000177 000 496 ?4945 23? 31-32 CMI 4" Eddy Flow 166.4 4.3100 99.9 2E 0.00673 0.00 49.45 48.78 3.7 l32433 J1 CMI 4"EddyFlow 1103 43100 80 0 000314 000 4878 4875 24 33-34 CMI 4" Eddy Flow 55.0 4.3100 8.0 . 0 0.00087 0.00 48.75 48.74 1.2 4d41 4CM2 4EddyFlow jf64O 43100 100 000115 000 4728 4727 14? 41 -42 CM2 4" Eddy Flow 128.1 4.3100 10.0 0.00415 0.00 47.27 47.23 2.8 U i42-1431CM2t 4 EddyFloy 1927 43100 100 000882 000 4723 4714 42 43-44 CM2 - 4"EddyFlow 258.1 4.3100 10.0 . 0.01515 0.00 47.14 46.99 5.7 L44 5 ]CM2 4" Eddy, Flow 3239 43100 100 002306 000 4699 14676 i 171 45-46 CM2 4" Eddy Flow 388.3 4.3100 10.0 0.03226 0.00 46.76 46..43 8.5 )46.447JCM2 4 Eddy Flow h 1435 43100 100 000512 000 4643 14638 32 48-47 Eddy Flow 101.4 4.3100 10.0 0.00269 0.00 46.38 46.41 2.2 498 4fC?2 4 EddyFloy j 3466 43100 100 002614 000 4641 p4667 76 50-49 CM2 4" Eddy Flow 284.4 4.3100 10.0 0.01813 0.00 46.67 46.85 6.3 ?5j 0 'C12 4"EddyFtow 2247 43100, 80 001173 000 52751 CM2 4" Eddy Flow 166.4 4.3100 8.0 0.00673 0.00 46.95 47.00 3.7 j352 J cM'2t 4Eddy Flow j -11Q.3 4.3100 8 0 1 0 00314 000 -47.00 4703 214.: 54 -'53 CM2 4" Eddy Flow 55.0 4.3100 8.0 . 0.00087 0.00 47.03 47.03 1.2 0 Copyright 2.013 Sigma Development Group, Inc. Page 1 of 3 OO One Line Report Dashboatdftdtauffis CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From To Type Pipe ID 'Flow' I Dia I I Total Length Fittings 'F~iction' ss Static I Loss Press I From Press To Vel I GPM in ft psi/ft psi psi I psi ft/sec i 2060, RN 2%EddyFlo 640 270501 195 T - 001110 0325114 5060 36 21 761 RN 2%" Eddy Flow 64.1 2.7050 19.5 1 0.01114 0.32 51.14 50.60 3.6 222 J RN 2Ya"EddyFIOW 645 27050 195 T' 001128 032 5115 5061 36 23-63 RN 2W' Eddy Flow 65.4 2.7050 19.5 1 0.01157 0.32 51.16 50.61 3.7 ]" RN 2W' Eddy Flow 658 27050 195 001168 032 5105 5050 37 25-65 RN 2'h" Eddy Flow 64.4 2.7050 19.5 T 0.01122 0.32 50.66 50.12 3.6 I26F66 RN 2Y"EddyFlov 2621 27050 195 1 015075 032 5031 4705 j146 27-67 RN 2%" Eddy Flow 261.3 2.7050 19.5 T 0.14988 0.32 50.09 46.85 14.6 28 f8 j RN 24" Eddy FIo 200'.8 27050 M5 1 0 14934 0.32 , 4998675 1416 29 769 RN 2%" Eddy Flow. 62.2 2.7050 19.5 1 0.01052 0.32 49.49 48.96 3.5 j 350 i .,:2'" Eddy Flowi "i59 6 2.70K - f9.5 1 0.00974 0.32 4946 48.95 1 1 3.3 31771 RN 2% Eddy Flow 583 27050 195 1 000934 032 4945 4894 33 H 32 72 IL RN 2%" Eddy Flow 513.1' 6 1 2.7050' 19.5 1 0.00871 0.32 4878 48.28 3 1 33 7-73 RN 2W' Eddy Flow, 55.3 2.7050 19.5 1 0.00847 0.32 48.75 48.26 3.1 34f74 F RN 2% Eddy Flowl 550 27050 195 1 0 00840 032 4874 4826 31 80-40 RN 2h/z Eddy Flow' 64.0 2.7050 19.5 T 0.01110 0.32 47.28 47.17 3.6 ('8i41 2W'EddyFlcw 641 27050 195 1 001114 032 4727 4716 36 -- ................. 82.42 . RN 2%" Eddy Flow, 64.5 2.7050 19.5 1 001128 0.32 47.23 47.12 3,6 83 43. RN 2% Eddy FlOwj 654 2.7050' .19 .5 1 001157 0 32 7'4 47 04 3.7 84-44 RN 2'/2" Eddy Flow 65.8 2.7050 19.5 T 0.01168 0.32 46.99 46.89 3.7 85445 ti RN 2% Eddy FlowI 644 2,7050 19.5 1 001122 0 32 4676 46 65 t 3 6 4686 RN 2%" Eddy Flow, 244.8 2.7050 19.5 1 0.13280 0.32 46.43 43.52 13.7 V 4787 RN 2%EddyFlow1 2449 27050 195 T 013291 032 4638 4347 137 48-88 RN 2%" Eddy Flow 245.2 2.7050 19.5 1 0.13320 0.32 46.41 43.49 13.7 : 89.s49 t RN 14, Eddy 622 .. .---. 27050 195 ... 1 001052 032 4667 4655 35 ..............................................---- -. 90-50 RN 2%" Eddy Flow 59.6 2.7050 19.5 T 0.00974 0.32 46.85 46.72 3.3 '9151 J" RN f '.'' .................. 2%" Eddy Flow 583 ,.... 27050 195 .. 1 . 000934 032 .": 4695 4680 33 92-52 RN 2%" Eddy Flow' 56.1 2.7050 19.5 T Ô.00871 0.32 47.00 46.84 3.1 93 53 [ Rk 2%" Eddy Flow! 55.3 2:7050- 19.5 1 0.00847 0.32 47.M 46 87 3 11 94-54 RN 2%" Eddy Flow 55.0 2.7050 19.5 T 0.00840 0.32 47.03 46.87 3.1 G0-0 i.I BL 2WEddyFlow :' 640 .. .., 27050 3089 111 :......... 001110 .. 000 ....- 50.,60 4717 36 61 81 BL 2'/z" Eddy Flow 64.1 2.7050 308.9 TIT 0.01114 0.00 50.60 47.16 3.6 I68 1L j2%"EddyF16vII 645 27050 3089 T17,4 128 0005061 i41.12 63-83 BL 2W' Eddy Flow 65.4 2.7050 308.9 1ff 0.01157 0.00 50.61 47.04 3.7. .e8L 2%"EddyFtow 658 27050 3089 Tt1 001168 000 5050 4689 37 65-85 BL 2%" Eddy Flow 64.4 2.7050 308.9 TIT 0.01122 0.00 50.12 46.65 3.6 21/, Eddy Flowj L 63 2 2 7050 228 9 1/1 0.01052 '0.00, 48.96 :;146.55 3.5 70-90 BL 2%" Eddy Flow. 59.6 2.7050 228.9 TIT 0.00974 0.00 48.95 46.72 3.3 0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 3 qjoo CALRSBAD LOT I7 SYSTEM I One Line Report 2856 WHIPTAIL LOOP (Remote Area 1) Er0mTo Type Pipe ID Flow i I Dia I Total I Length I Fittings Friction' Loss Static Loss I Press I From Press I To Vel GPM in ft Psi/ft psi psi psi ft/sec 71 91 BL 21/, Eddy Flow 58.3 2:'7'0 5 0 228.9 111 0.00934 0.00 48.94 i 4680 13 72-92 BL 21/2 Eddy Flow 56.1 2.7050 164.9 1/1 0.00871 0.00 48.28 46.84 3.1 93 21/2" Eddy Flow, 55.3 2.7050 164.9 ITT 0.00847 0.00 48:26 46.87 3.1 74 -94 BL 21/2" Eddy Flow 55.0 2.7050 164.9 l/T 0.00840 0.00 48.26 46.87 3.1 68 lOO BL 21W Eddy Flow 2621 27050 1427 1 015075 000 4705 25.53,I 146 100-101 BL 2%" Eddy Flow 134.8 2.7050 10.0 0.04404 0.00 25.53 25.09 7.5 101 102 BL 21W Eddy Flovi, 86 27050 100 000027 000 2509 2509 103-102 BL 21/a Eddy Flow 117.7 2.7050 10.0 0.03426 0.00 25.09 25.43 6.6 rl 86 103 BL 2% EddyFlow 2448 27050 1362 1 013280 0.00,2543 4352 13 67-104 BL 21/," Eddy Flow 261.3 2.7050 142.7 1 0.14988 0.00 46.85 25.46 14.6 105 BL 2% Eddy Floyd 1342 2,7050' 100 004366 000 2546 2502 75 105-106 BL 2% Eddy Flow 8.1 2.7050 10.0 0.00024 0.00 25.02 25.02 . 0.5 107105 BL 2%" Eddy Flow 1180 27050 100 003441 000 2502 2537 87-107 8L 2'/2" Eddy Flow 244,9 2.7050 136.2 1 0.13291 0.00 25.37 43.47 13.7 168 108 BL 21/2 EddyAoWr 2808 27050 1427 1 ;'0J4934 000 4675 2544 1416 108-109 BL 2%" Eddy Flow 133.7 2.7050 10.0 0.04339 0.00 25.44 25.00 7.5 109 110 1 2'!," Eddy Flow 7.7 2 7050 10 0 0.00022 0.00 25 00 25.00 0 4 111 -110 BL 21Y Eddy Flow 118.3 2.7050 10.0 0.03460 0.00 25.00 25.35 6.6 88 111 BL 21/ Eddy Fldw 245-2 -2.7050, 1362 1 0 13320 000 2535 4349 1 J137 b'L' CALRSBAD LOT 17 SYSTEM 1. UU • 2856 WHIPTAIL LOOP Dashboardliyd,aulkg One Line Report (Remote Area 1) From To Type Pipe ID ' Flow I ' Dia I I Total I Length I Fittings Friction' I Loss Static J Loss I Press I From I Press I To Vel I I GPM in ft psi/ft psi psi J psi ft/sec 01 II UN 8 PVCCL2qOj 15190 76800 2540 2T2EJEE 001598 476 8931 8048 105 1 -2 LU 8" PVC CL200 1,291.5 7.6800 77.5 E 0.01184 0.00 80.48 79.56 8.9 4 7 2 LU 8 PVC CL200 227 5 7 6800c 932.5:,2E - 0 00048 0 00 79 56 "80.01 1.6 1 -4 LU 8'PVCCL200 227.5 7.6800 994.0 T,4EE,GV/2E 0.00048 0.00 80.48 80.01 1.6 2 5 4 UN 8 PVC CL200 1,519.01 76800 339.9 5E,T1GVCV :0.01598 0 0O 79.56 74.13 10 5 5-6 MA 8" Sch lO 1,519.0 8.2490 66.2 ElI 0.01705 0.43 74.13 72.57 9.1 68 MA 8 Sch 10! 15190 82490 10 001705 000 7257 17255 91 8-11 FR 8" Sch 10 1,519.0 8.2490 108.3 T,BVIE 0.01705 13.86 72.55 55.84 9.1 p 1 115 FM 6 Sch 10 15190 63570 932 2EIT 006063 000 5684 5119 21 20 CMI 6" Sch 10 67.3 6.3570 10.0 0 0.00019 0.00 51.15 51.15 0.7 i2221jt CMI 6"Sch116 134'7 63570 100 0 - 000069 000 5115 - 5116 14 23-22 CMI 6" Sch lO 202.6 6.3570 10.0 0 0.00146 0.00 51.16 51.18 2.0 iI5.{23 ]I cii 6 Sch I0 2714 63570 70 0 000251 000 5118 5119 27 15-24 CMI 6" Sch 10 1,247.5 6.3570 3.0 0.04212 0.00 51.19 51.07 12.6 25 11 ClI 6"Sch10 11782 63570 100 0 003790 000 5197 5069 119 25-26 CMI 6" Sch IO 1,110.0 6.3570 10.0 0 0.03393 0.00 50.69 50.35 111.2 R 26 ?7 1CMI 6Sch10 I 8631 63570 100 a I 002131 000 5035 5014 87 27-28 CMI 6" Sch IO 617.0 6.3570 10.0 0 0.01145 0.00 50.13 50.02 6.2 I28-29 h CMI 616101 3714 63570 1252 2E 000448 000 5002 4946 38 29-30 CMI 6" Sch IO 304.7 6.3570 10.0 0 0.00311 0.00 49.46 49.43 3.1 301 MI1 8 Sch10 1 _240.8"83570 80 0 000201 000 4943 14941 J 24 31-32 CMI 4" Eddy Flow 178.4 4.3100 99.9 2E 0.00765 0.00 49.41 48.65 3.9. 32433 CMII 4 Eddy Flow 1182 43100 80 0 000357 000 4865 14862 1 26 33-34 CMI 4" Eddy Flow 59.0 4.3100 8.0 0 0.00099 0.00 48.62 48.61 1.3 4O-1 J C42 4 EddyFlow 673 43100 100 000126 000 4691 4690 15 41 -42 CM2 4" Eddy Flow 134.7 4.3100 10.0 0.00455 0.00 46.90 46.85 3.0 42.143 JLCM2 4" Eddy Flow 2026 43100 100 000968 000 4685 46.76 45 43-44 CM2 4" EddyFlow 271.4 4.3190 10.0 0.01664 0.00 46.76 46.59 6.0 j 445 Jr CM21 4"_ Eddy Flow [T 3407 43100 100 0,02534 000 4659 4634 75 45-1 46 CM2 4"EddyFlow 409.0 4.3100 10.0 0.03552 0.00 46.34 45.98 9.0 l 6`1 _17 j CM2 4 Eddy Flow 1490 43100 100 000549 000 4598 4593 33 48-47 CM2 4" Eddy Flow 111.0 4.3100 10.0 0.00318 0.00 45.93 45.96 2.4 1' 49 48 ] CM2I 4 EddyFlovi 1 3714 43100 100 1 '0,0297,r000 4596 4626 j82 50 49 CM2 4" Eddy Flow • 304.7 4.3100 10.0 0.02061 0.00 46.26 46.46 6.7. 161, 60 , CM2 1 4"EddyFlow 2408 43100 80 001333 000 4646 4657 5.3 52-51 CM2 4" Eddy Flow 178.4 4.3100 8.0 0.00765 0.00 46.57 46.63 3.9 4" Eddy Flowjj 1182 43100 80 000357 000 4663 14666 26 54-53 CM2 4" Eddy Flow 59.0 4.3100 8.0 0.00099 0.00 46.66 46.67 1.3 © Copyright 2013 Sigma Development Group, Inc. Page 1 of 3 i800 One Line Report CALRSBAD LOT 17 SYSTEM 1' 2856 WHIPTAIL LOOP (Remote Area I) From To Type Pipe ID Flow ua Total Length Fittings 'Friction Loss Static Loss Press From Press To Vel JGPM in ft psi/ft psi psi psi ft/Sec' I 2O4 60 RNI 2%" Eddy Flow; 67 3 2 7050 195 1 0.61219 032 51 15 50 59 3.8 21-61 RN 2%" Eddy Flow. 67.4 2.7050 19.5 1 0.01223 0.32 51.15 50.59 3.5 RN 2iYEddyFlow 679 27050 195 T. 001238 032 51116 45060 38 23-63 RN 2% Eddy Flow 688 27050 195 1 001270 032 5118 50.60,38 t RN 2%"EddyFlow 1 -693 27050 195 T. 004287 032 5197 5049 39 25-65 RN 2%" Eddy Flow: 68.2 2.7050 19.5 1 0.01250 0.32 50.69 50.12 3.8 26 66 RN 2'fl Eddy Ftow 2489 2.7050. 19.6 T 0.13493 0.32 50.35 4740 13 27-67 RN 2W' Eddy Flow 246.1 2.7050 19.5 1 0.13416 0.32 50.13 47.20 13.7 28 68 ] RN 2%" Eddy Flow11 245.6 2 7050 195 1 0.13364 U.32 50.02 47.09 13 29-69. RN 2W'EddyFlow 66.6 2.7050 19.5 1 0.01196 0.32 49.46 48.90 3.7 T9JL 2W'EddyFlov 639 27050 195 1 001107 032 493 4889 36 31 71 RN 2V Eddy Flow 625 27050 195 1 001062 032 4941 4888 35 ( RN 2% Eddy Flow 602 27050 195 1 000990 032 4865 4813 34 -Th RN 21/i" Eddy Flow, 59.2 2.7050 19.5 1 0.00962 0.32 48.62 48.11 3.3 34 74 I RN 2% Eddy Flowj 590 2 7050 195 1 000954 032 4861 148 10 3 3 80-40 RN 2%' Eddy Flow ' 67.3 2.7050 19.5 1 0.01219 0.32 46.91 46.83 3.8 8141 RN 2%" Eddy Row 674 2 7050 19 ,5. 1 001223 0 32 4690 81 3 8 - 82-42 RN 2%' Eddy Flow 67.9 2.7050 19.5 1 0.01238 0.32 46.85 46.77 3.8 83Q43','RN 2% Eddy Flow 688 '21050 195 1 0.01270 032 4676 4668 38, 84-44 RN 2%' Eddy Flow 69.3 2.7050 19.5 1 0.01287 0.32 46.59 46.52 3.9 85.5 ' RN 2%. Eddy FloN 682 27050 195 1 001250 032 4634 46 26 J 3 & 46-86 RN • 2%" Eddy Flow 260.0 2.7050 19.5 T 0.14844 0.32 45.98 42.77 14.5 47-7 RN 2W'EddyFlowlL 2600 27050 195 1 014853 032 45.9314271 145 48-88 RN 2%' Eddy Flow 260.4 2.7050 " 19.5 T ' 0.14888 0.32 45.96 42.74 14.5 [t89491 2W'EddyFlowjj 6 27050 195 1 001196 032 4826 46)6 37 90-50 RN 2V Eddy Flow: 639 27050 195 1 001107 032 4646 4635 36 911I51 ij RN 2% Eddy Flov 825 27050 195 T 001062 032 4657 4645 35 92-52 RN 2%" Eddy Flow: 60.2 2.7050 19.5 1 0.00990 0.32 46.63 46.50 3.4 53 RN 2W' Eddy Flov( 592 27050 195 1 0 00962 032 466 4652 I 33 94-54 RN 2%" Eddy Flow, 59.0 2.7050 19.5 1 0.00954 0.32 46.67 46.53 3.3 iL.P:t9 IL BL 21,4 Eddy Flow 67 3 2 7050 308 9 111 0 01219 000 5059 4683 1 3.8. 61-81 BL •• 2%' Eddy Flow 67.4 2.7050 308.9 111 0.01223 0.00 50.59 46.81 3.8 i t62I82 Bt. 2% EddyFlowl 679 27050 3089 1 1ff i 001238 000 5060 4677 11 3.8 63-83 BL 2%" Eddy Flow 68.8 2.7050 308.9 TIT 0.01270 0.00 50.60 46.68 3.8 ' 1- BL ''''' 2% Eddy Flow 69 3 '•••••_•••••j 2.7050: ..• .30&9 TIT .--• 0.01287 ,• 0.00 ..•., 5049 '46.52 65-85 BL 2W' Eddy Flow' 68.2 2.7050 308.9 TIT 0.01250 0.00 50.12 46.26 3.8 ' 69 489 BL 2W' Eddy FIov Ii '66'.6 ?.,7050 228 9 1/1 0 01198 0.60 48.60 46 16 37 70-90 BL 2%" Eddy Flow 63.9 2.7050 228.9 1ff 0.01107 0.00 48.89 46.35 3.6• 0 Copyright 2.013 Sigma Development Group, Inc. Page 2 of 3 DashboatdHydrauliw One Line Report CALRSBAD LOT 17 SYSTEM I 2856 WHIPTAIL LOOP (Remote Area 1) From To Type Pipe ID Flow I Dia I Total Length I I Fittings 'Friction' I Loss Static I Loss I Press I From I Press I To Vel I - - - GPM psi/ft psi psi psi ft/sec 71 91 BL 2% Eddy FIov 625 27050 2289 T!T 0 01062 000 4888 4645 35 vi- 72 92 AL 21/2 Eddy Flow 602 27050 164.9.,lIT 000990 000 48.13 4650 34 73 93 81. 214" Eddy FIov 592 2.7050 . 1649 1ff 000962 000 48 11 4652 33 74-94 BL 2%" Eddy Flow 59:0 2.7050 164.9 1ff 0.00954 0.00 48.10 46.53 3.3 66 100 BL 2%" Eddy Flov 246..9, 27050 1627 1 .0 .13493 000 4740 2544 13 100-101 BL 2%" Eddy Flow 119.8 2.7050 10.0 0.03540 0.00 25.44 25.09 - 6.7 '102H101 AL 2% Eddy Flow 64 27050 100 000016 000 2509 2509 04 103-102 BL 2%" Eddy Flow 132.7 2.7050 10.0 0.04276 0.00 25.09 25.52 7.4 86103JI BL'2Y*7EddyFlov 2600 27050 1162 T P. 14844 000 2552 4277 114.5 674104 BL 2%" Eddy Flow - 246.1 2.7050 162.7 T 0.13416 0.00 47.20 ,25.37 13.7 21/21EddyFl 1192 27050 100 003508 000 2537 2502 67 106-105 BL 2%" Eddy Flow 6.9 2.7050 10.0 0.00018 0.00 25.02' 25.02 1 0.4 07 Li 06r AL 2%" Eddy Flov 132 9 2 7050 10 0 0.04291 000 2502 25.45 1 7.4 I. ,87107 BL 2W Eddy Flow 260.0 2.7050 116.2 - 1 0.14853 0.00 25.45 42.71 14.5 - '-'---'' t68108 AL .- -, 2%"EddyFlo9 .-' .• 2456 ., - 27050 - 1627 - T .. - 013364 -• - 000 - --- 4708 = 2535 - 137 8811 j•j 108-109 BL 2%' Eddy Flow 118.7 2.7050 10.0 0.03483 0.00 25.35 25.00 6.6 109jL BI 2% Eddy Fl 73 2 7050 100 000020 000 2500 2500 3 04 111-110 BL 2%° Eddy Flow 133.3 - 2.7050 10.0 0.04313 0.00 25.00 25.43 7.4 2%" Eddy FIov4L - 260.4 2.7050 116.2 TI - 0.14888 9:00 -. 25,43 42.74 114.5 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 3 Hydraulics Summary. Sheet 00 Project Information . Calculation Date: 1/24/2018 9:46:12 AM CARLSBAD LOT 17 SYSTEM 2 system ID drawing ref .2 ,OF 2 building 2856 WHIPTAIL LOOP . construction CARLSBAD, CA occupancy contract # . authority T.f........I-L... ....... .12..... ..:&..... rIyUIdUIIS IILCIId density K.25 ESFR GP system type WET design std NFPA 13 hazard EXTRA remote area 12l25 PSI ft' spr coverage 100 ft' sprs flowing 12 figure curve calc'd volume 6,879.9 gal L fax 760-798-0556 Flow Test * email EPICFIRE@COX.NET J static pressure 91.80 psi 1 Sprinkleirs in Remote ______________________ residual pressure 70.20 psi Mfgr Mod SIN# Size VIKING K-25 I VK5I0 1 1 25.2 kElmote area 3 - Supply / Demand Graph 100 40 20 fl .._. fl . . . . . 85 o l..L . . 1,819.7 GPM N1 0250 500 750 1000 1250 1500 1750 2000 2250 Water Flow (GPM) Demand at sprinkler and interior hose flows K' Total System Demand including Hose Flows at Zero © Copyright 2013 Sigma Development Group, Inc. Page lof 12 quantity flowing 8,000.0 GPM elevation from if 0.00 ft I date & time of flow test 7-31-17 location of flow test SITE j CARLSBAD LOT 17 SYSTEM 2 t Supply Analysis (Remote Area 3). Dashboard Hydraulld / Source /. Static / Residual / Quantity / Pressure / TotalPressure / Total Node / Pressure / Pressure / Flowing / Available / '0sm / Required Zero 91.80 :psi, 70.20 psi 8,000.0 GPM 90.40 psi I,819.7 GPM 86.99 pSi Maximum velocity in pipe 295 - .257 is 18.3 ft/sec Nodes .Analysis -- Minimum Node Actual Node Elev Device KFactor Flow Pressure I Discharge I Notes ft GPM psi GPM 290 44.8 Sprinkler 25.20 126.00 25.00 126.00 289 44.8 Sprinkler 25.20 126.00 25.00 126.00 286 44.8 Sprinkler 25.20 126.00 25.12. 126.30 285 44.8 Sprinkler 25.20 126.00 25.12 126.30 291 44.8 Sprinkler 25.20 126.00 25.36 126.90 288 44.8 Sprinkler 25.20 126.00 25.42 127.06 287 44.8 Sprinkler 25.20 126.00 25.48 127.20 284 44.8 Sprinkler 25.20 126.00 25.54 127.35 293 44.8 Sprinkler 25.20 126.00 30.20 138.49 294 44.8 Sprinkler 25.20 126.00 30.27 138.64 292 44.8 Sprinkler 25.20 126.00 30.41 138.97 295 44 Sprinkler 25.20 126.00 31.07 140.47 0 0.0 Hose@Zero . 86.99 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2of12 Sprinkler Flow: 1,569.7 GPM Additional Flows: None Nose Flow at Zero: 250.0 GPM Total System Flow: 1,819.7 GPM From ft Elevi Pipe ID Flows Added GPM Inside Diameter in Total ftft Fittings Length ft C Value Friction Loss psi/ft Total (Pt) psi Notes Fnct (Pf) psi Fitting ft Elev (Pe) psi To EIev2 Type Total 294 4475 2% Eddy Flow 2.7050 Len 100 Ftg 00 G= 120 Pt 293) 30200 Pe 0.000 Pf 0.066 293 44.75 BL 48.2 0.00657 Total 10.0 295 44.75 2%" Eddy Flow 138.6 2.7050 Len 10.0 Ftg 0.0 C 120 Pt 294) 30.266 Pe 0.000 pf 0.806 294 44.75 BL 186.8 0.08056 Total 10.0 257 44.75 2/a' Eddy Flow 140.5 2.7050 1 Len 35.5 Ftg 18.7 = 120 Pt 295) 31.073 Pe 0.000 Pf 12.325 295 4475 BL 3273 0.22732 Total 54.2 Total Pressure at Node 257) 43.397 psi 292 4475 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 = 120 Pt 293) 30201 Pe 0.000 Pf 0.210 293 44.75 BL 90.3 0.02099 Total • 10.0 250 4475 2%" Eddy Flow 1390 2.7050 T Len 134,0 Ftg 18.7 120 0.11767 Pt 292) 30-411 Pe 0.000 pf 17.970 292 44.75 BL 229.3 Total 152.7 210 44.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 250) 48.381 Pe 0.325 Pf 2.291 250 4475 RN 229.3 0.11767 Total 19 5 Total Pressure at Node 210)50.996 psi 291 44.75 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 290) 25.001 Pe 0.000 pf 0.358 290 44.75 BL 120.5: 0.03578 Total 10.0 269 44.75 2W' Eddy Flow 126.9 2.7050 T Len 107.5 Ftg 18.7 0=120 Pt 291) 25.359 Pe 0.000 Pf 17.093 291 44.75 BL 247.4 0.13542 Total 126.2 229 4400 2% Eddy Flow 2.7050 T Len 08 Ftg 18.7 c = 120 0.13542 1 Pt 269) 42 450 Pe 0.325 1 Pf 2.636 269 44.75 RN 247,4 Total 19.5 Total Pressure at Node 229) 45.411 psi 289 44.75 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 290) 25.000 Pe 0.000 Pf 0.001 290 44.75 BL 5.5 000012 Total 10.0 288 4475 2% Eddy Flow 1260 2.7050 Len 100 Ftg 0.0 C= 120 Pt 289) 25.001 Pe 0.000 Pf 0.421 289 44.76 BL 131.5° 0.04210 Total 10.0 © Copyright 2013 Sigma Development Group, inc. Page 3 of 12 CARLSBAD LOT 17 SYSTEM 2 DashboaidHydraullks Pipe Information •. (Remote Area 3) From Elevl ft Pipe ID Flows Added Inside ength C Value I 1 Total (Pt) psi [Fitting ft I Elev (Pe) psi GPM Diameter Fittings I 1 psi/ft Notes To ft Elev2 Type . Total Friction Losin __________ otal ft j Frict (Pt) Psi 249 44.75 2'h'EddyFlow .127,1 2.7050 T Len 134.0 Ftg 18.7 C 120 0.14701 Pt 288) 25.422 Pe 0.000 Pt 22.451 288 44.75 BL 258.6 Total 152.7 209 44.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18,7 c = 120 Pt 249) 47.873 Pe 0.325 Pt 2.862 249 44.75 RN 258.6 0.14701 Total 19.5 Total Pressure at Node 209) 51.060 psi 287 44.75 2W'Eddy Flow 2.7050 Len 10.0 Ftg 0.0 c = 120 Pt 286) 25.117 Pe 0.000 Pt 0.362 286 44.75 BL 121.21 0.03617 Total 10,0 268 44.75 2W' Eddy Flow 127.2 2.7050 T Len 107.5 Ftg 18.7 C = 120 Pt 287) 25.479 Pe 0.000 Pt 17.222 287 44.7 BL 248.4 0.13645 228 44.00 2%" Eddy Flow 2.7050 1 Len 0,8 Ftg 18.7 C= 120 Pt 268) 42.701 Pe 0.325 Pt 2.656 268 44.75 RN 248.4 0.13645 Total 19.5 Total Pressure at Node 228) 45.683 psi 285 44.75 VA" Eddy Flow . 2.7050 Len 10.0 Ftg 0.0 C= 120 . 0.b0010 Pt 286) 25.118 Pe 0.000 Pf 0.001 .286 44.75 BL 5.1 Total 100 284 44.715 2W Eddy Flow 126.3 2.7050 Len 10.0 Ftg 0.0 C 120 Pt 285) 25.119 Pe 0.000 Pt 0.420 285 44.715 BL 131.4 0.04203 Total 10.0 248 44.715 21/2" Eddy Flow 127.4' 2.7050 1 Len 134.0 Ftg 18.7 C = 120 0.14720 Pt 284) 25.540 Pe 0.000 Pt 22.480 284 44.715 BL 258.8' Total 152.7 208 44.00 2W' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C= 120 Pt 248) 48.018 Pe 0.325 Pf 2.866 248 44.715 RN 258.8; 0.14720 Total 19.5 Total Pressure at Node 208) 51.209 psi 259 44.75 3" Eddy Flow 3.3340 . TIT Len 10.0 Ftg 45.0 C = 120 Pt 257) 43.397 Pe 0.000 Pt 2.187 257 44.71; CM3 221.2' 0.03979 Total 55.0 258 44.715 3" Eddy Flow 3.3340 0 Len 88.5 Ftg 0.0 C=120 0.03979 Pt 259) 45.585 Pe 0.000 Pt 3.521 259 44.75 , BL 221.2 Total 88.5 © .Copyright.' 013 Sigma Development Group, Inc. Page 4 of 12 oo Pipe Information dHydravIAN CARLSBAD LOT 17 SYSTEM 2 (Remote Area 3) From El Pipe ID GPM Flows Added Inside Diameter in Fittings Length ft C Value Friction Lose psi/ft Total (Pt) psi Notes Fitting ft Elev (Pe) psi To 1 ft Elev2 Type Total Total ft Frict (Pf) psi 272 44.75 3" Eddy Flow 33340 TIT Len 10.0 Ftg 450 c = 120 Pt 258) 49.106 Pe 0.000 Pt 0.780 258 4475 CM3 1267 001419 Total 550 273 44.75 3" Eddy Flow 42.0 3.3340 TIT Len 10.0 Ftg 45.0 C = 120 0.00674 Pt 272) 49.886 Pe 0.000 Pt 0.370 272 44.75 CM3 84.7 Total 55.0 274 44.75 3" Eddy Flow -29.2 3.3340 TIT Len 10.0 Ftg 450 = 120 0 00308 Pt 273) 50.256 Pe 0.000 Pt 0.169 273 4475 CM3 55.5 Total 55.0 275 44.75 3" Eddy Flow -21.4 3.3340 l/T Len 8.0 Ftg 45.0 c = 120 0.00125 Pt 274) 50.426 Pe 0.000 pf 0.066 274 44.75 CM3 34.1 Total 53.0 276 44.75 3" Eddy Flow -17.6 3.3340 l/T Len 8.0 Ftg 45.0 C= 120 Pt 275) 50.492 Pe 0.000 Pt 0.017 275 44.75 CM3 16.5 0.00033 Total 53.0 256 4475 21/2 Eddy Flow 2.7050 T Len 1115 Ftg 18.7 C -120 Pt 276) 50.509 Pe 0.000 Pt 0.118 276 44.75 BL 16.5 0.00090 Total 130.2 216 44.00 21/2" Eddy Flow 2.7050 16.5.Total T Len 0.8 Ftg 18.7 C = 120 0.00090 Pt 256) 50.627 Pe 0.325 Pt 0.018 256 44.75 RN 19.5 215 44.00 6"SchI0 63570 0 Len 8.0 Ftg 0.0 C=120 Pt 216), 50.969 Pe 0.000 Pf 0.000 216 44.00 CMI 16.5 0.00001 Total 8.0 Total Pressure at Node 215) 50.969 psi 255 I ".7-52½" Eddy Flow 2.7050 1 Len 111.5 Ftg 18.7 C = 120 Pt 275) 50.492 Pe 0.000 Pt 0.133 275 44J5 ____________ BL ______ 17.6 0.00102 Total 130.2 215 44.(t0 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C= 120 Pt 255) 50.625 Pe 0.325 Pf 0.020 255 44.7'5 RN 17.& 0.00102 Total 19.5 214 44.00 6"SchlO 16.5 6.3570 0 Len 8.0 Ftg 0.0 C = 120 Pt 215) 50.969 Pe 0.000 Pt 0.000 215 44.(10 CMI 34.1 0.00005 Total 8.0 Total Pressure at Node 214) 50.970 psi © Copyright 2013 Sigma Development Group, Inc. Page 5 of 12 CARLSBAD LOT 17 SYSTEM 2 DashboardWdraufies Pipe Information (Remote Area 3) From EleVi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) PSI GPM. Diameter in Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes Frict (Pf) psi To Elev2 Type Total: Total ft 254 44.75 2%" Eddy Flow . 27050. I Len .111.5 Ftg 18.7 c = 120 Pt 274) 50.426 Pe 0.000 Pt 0191 274 4475 BL 21 .4, 0.00146 Total 130 2 214 44.00 2%" Eddy Flow 2.7050 T Len 0,8 Ftg 18.7 = 120 Pt 254) 50.616 Pe 0.325 Pt 0.028 254 44.75 RN 21.4 0.00146 Total 19.5 213 44.00 6"Sch10 34.1 6.3570 0 Len 10.0 Ftg 0.0 C=120 Pt 214) 50.970 Pe 0.000 Pt 0.001 214 44.00 CMI 55.5 0.00013 Total 10.0 Total Pressure at Node 213) 50.971 psi 253 44.75 2%" Eddy Flow 2.7050 1 Len 111.5 Ftg 18.7 C 120 Pt 273) 50.256 Pe 0,000 Pt 0.339 273 44.75 BL . 29.2 0.00260 Total 130.2 213 I 44.00 -- 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 187 C = 120 0 00260 Pt 253) 50.596 Pe 0.325 Pt 0.051 253 4475 RN 29.2 Total 19 5 212 44.00 6" Sch 10 555 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 213) 50.971 Pe 0.000 Pt. 0.003 213 44.00 CM1 84.7 0.00029 Total 10.0 Total Pressure at Node 212) 50.974 psi 252 44.75 2W' Eddy Flow, 2.7050 T Len 111.5 Ftg 18.7 C = 120 0.00510 Pt 272) 49.886 Pe 0.000 Pt 0.664 272 44.75 BL 42.0 Total 130.2 212 44.00 2%" Eddy Flow . 2.7050 1 Len 0.8 Ftg 18.7 C120 Pt 252) 50.550 Pe 0.325 Pt 0.099 • 252 44.75 ___________ RN ______ 42.0 0.00510 Total 19.5 211 • 44.00 -- 6'Sch10 . 84.7 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 212) 50.974 Pe . 0.000 Pt 0006 212 4400 CMI . 1267 0 00061 Total 100 Total Pressure at Node 21 1)_ 50.980 psi 251 44.75 3" Eddy Flow . 3.3340 1 Len 111.5 Ftg 22.5 C = 120 ' 0.00825 Pt 258) 49.106 Pe 0.000 Pt 1.105 258 44.75 BL 94.5 Total 134.0 211 44.00 2W' Eddy Flow 2.7050 T • Len 0.8 Ftg 18.7 C = 120 Pt 251) 50.211 Pe 0.325 Pt 0.444 251 44.75 RN •94~5 0.02283 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of 12 CARLSBAD LOT 17 SYSTEM 2 a W OO. Pipe Information (Remote Area 3) Hydraullar From EleVI Pipe ID Added Inside Length C Value Total (Pt) psi GPM Diameter in Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes To ft Elev2 Type Total Total ft Frict (Pt) psi 210 44.00 6Schl0 126.7 6.3570 0 Len 10.0 C Ftg 0.0 120 Pt 211) 50.980 Pe 0.000 Pt 0.017 211 44.00 CMI 221.2 0.00172 Total 10.0 .209 44.00 6" Sch 10 229.3 6.3570 0 Len . 10.0 Ftg 0.0 C 120 Pt 210) . 50.996 Pe 0.000 Pt 0.064 210 44.00 CMI 450.5 0.00640 Total 10.0 208 44.00 6" Sch 10 258.6 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 209) 51.061 Pe 0.000 Pt 0,148 .209 44.00 CM1 709.1 0.01481 Total 10.0 207 44.00 6"SchIO . 258.8 6.3570 0 Len 10.0 Ftg 0.0 C 120 0.02634 Pt 208) 51.209 Pe 0.000 pf 0.263 208 44.00 CMI 967.9 Total 10.0 Total Pressure at Node 207) 51.472 psi 270 44.75 3" Eddy Flow 3.3340 . EIT Len 75.8 Ftg 33.0 C = 120 Pt 257) 43.397 Pe 0.000 Pt 1.111 Total 108.7 257 44.75 BL 106.11 0.01021 230 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 270) 44.508, Pe 0.325 Pt 0.550 Total 19.5 270 44.75 RN 106.1: 0.02827 229 44.00 4" Eddy Flow . 4.3100 Len 10.0C Ftg 0.0 120 Pt 230) 45.383 Pe 0.000 Pt 0.029 Total 10.0 230 44.00 CM2 106.1 0.00292 228. 44.00 4" Eddy Flow 247.4 4.3100 Len 10.0 Ftg 0.0 C 120 Pt 229) 45.412 Pe 0.000 Pt 0.271 Total 10.0 229 44.00 CM2 353.4 0.02711 227 44.00 4" Eddy Flow 248.4 4.3100 • Len 10.0 Ftg 0.0 C 120 Pt 228) 45.684 Pe 0.000 Pt 0.726 228 44.00 CM2 601.8. 0.07257 Total 10.0 267 44.75 2%" Eddy Flow • -527.7 •• 2.7050 • • T Len 0.8 Ftg 18.7 C= 120 Pt 2.27) 46.410 Pe -0.325 Pt 0.283 227 44.00 RN 74.1 0.01455 Total 19.5 247 44.75 2W' Eddy Flow • • 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 Pt 267) 46.368 Pe 0.000 Pt 4.496 Total 308.9 267 44.75 BL 74.1 0.01455 Copyright 2013 Sigma Development Group, Inc. Page 7 of 12 From Etevi ft Pipe io Flows Added Inside Length ft C Value Total (Pt) PSI Fitting ft Elev (Pe) PSI GPM Diameter in Fittings Friction Loss psi/ft Notes To Elev2 Type Total Total ft Fnct (Pf) psi 207 44.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 247) 50865 Pe 0.325 pf 0.283 247 44.75 RN 74.1 0.01455 Total 19.5 206 44.00 6"Sch10 967.9: 6.3570 0 Len 10.0 Ftg 0.0 = 120 0.03019 Pt 207) 51.472 Pe 0.000 Pf 0.302 207 4400 C M 1 1,0420 Total 100 Total Pressure at Node 206) 51.774 psi 226 44.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 Pt 227) 46.409 Pe 0.000 Pf 0.569 227 44.00 CM2 527.11 0.05691 Total 10.0 266 44.75 2%" Eddy Flow 455.8. 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 226) 46.978 Pe -0.325 Pt 0.268 226 4400 RN 71.9 0.01379 Total 195 246 44.7:5 21/2 Eddy Flow 2.7050 liT Len 271.5. Ftg 37.4 c = 120 Pt 266) 46.922 Pe 0.000 Pt 4.259 • 266 44.75 BL 71.9 0.01379 Total 308,9 206 44.00 2%" Eddy Flow 2.7050 . I Len 0.8 Ftg 18.7 c = 120 Pt 246) 51.181 Pe 0.325 Pt 0.268 246 44.75 RN 71.9 0.01379 Total 19.5 205 44.01) 6" Sch 10 1042.0 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 206) 51.774 Pe 0.000 Pt 0.342 • 206 --. 44.01) CM1 . 1,113.9 0.03416 Total 10.0 Total Pressure at Node 2051 52.116 osi 225 44.01) 4" Eddy Flow. 4.3100 . Len 10.0 Ftg 0.0 C = 120 Pt 226) 46.979 Pe 0.000 pf 0.434 226 44.00 CM2 455.8 0.04340 Total 10.0 265 44.75 2%" Eddy Flow -384,6 2.7050 1 Len 0.8 Ftg 18.7 120 Pt 225) 47.413 Pe -0.325 Pt 0.263 225 44.00 RN 71.2 0.01352 Total 19.5 245 44.75 2½" Eddy Flow .: 2.7050. . lIT Len 271.5 Ftg 374 C = 120 Pt 265) 47.351 Pe 0.000 Pt 4.177 265 4476 BL 71.2 0.01352 Total 3089 205 44.01) 2t/" Eddy Flow 2.7050 . T Len 0.8 Ftg 18.7 c = 120 Pt 245) 51.528 Pe 0.325 Pt 0.263 245 44.75 RN 71.2 0.01352 Total 19.5 0 Copyright 4)013 Sigma Development Group Inc Page 8 of 12 CARLSBAD LOT 17 SYSTEM 2 Pipe Information (Remote Area 3) From Elevi ft Pipe ID Flows Added GPM. Inside Diameter Fittings Length ft c Value Friction Lose psi/ft Total (Pt) psi Notes Frict (Pt) psi Fitting ft Elev (Pe) psi To Elev2 Type Total Total ft 204 44.00 6" Sch 10 1113.9 6.3570 0 Len looT Ftg 0.0 c 120 JPt 205) 52.116 Pe 0.000 0.383 205 44.00 CM 1,185.1 F-H 0.03831 JPf Total 10.0 Total Pressure at Node 204) 52.499 psi 224 4.4.0 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 c 120 Pt 225) 47.412 Pe 0.000 pf 0.317 225 4400 CM2 384.6- 0 03170 Total 10.0 264 44.7.6 2Y Eddy Flow 3129 2.7050 T Len 08 Ftg 18.7 c = 120 0.01371 Pt 224) 47729 Pe -0.325 Pt 0.267 224 44.00 RN 71.7 1 Total 19.5 244 44.75 2%" Eddy Flow 2.7050 T/T Len 271.5 Ftg 37.4 C = 120 Pt 264) 47.671 Pe 0.000 Pt 4.236 264 44.75 BL 71.7 0.01371 Total 308.9 204 4400 2% Eddy Flow 2.7050 T Len 08 Ftg 18.7 C = 120 Pt 244) 51.907 Pe 0.325 Pt 0.267 244 44.75 RN 71.7 0.01371 Total 19.5 203 44.01) 6" Sch 10 1,185.1 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 204) 52.499 Pe 0.000 Pt 0.427 204 44.00 CMI 11256.8 0.04270 Total 10.0 Total Pressure at Node 203) 52.926 psi 223 4401) 4 Eddy Flow 4.3100 Len 100 Ftg 0.0 C = 120 Pt 224) 47,729 Pe 0.000 Pt 0.216 224 44.01) CM2 312.9' 0.02164 Total 10.0 263 44.715 2%" Eddy Flow -239.4 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 223) 47.946 Pe -0.325 pf 0.279 223 44.01) RN 73.4 0.01432 Total 19.5 243 44.71$ 2%" Eddy Flow 2.7050 l/T Len 271.5 Ftg 37.4 C = 120 0.01432 Pt 263) 47.899 Pe 0.000 Pf 4.423 263 44.75 BL 73.4 Total 308.9 203 44.0I) 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C= 120 Pt 243) 52.322 Pe 0.325 Pt 0.279 29 44.75 RN 73.4 0.01432 Total 19.5 202 44.0') 6" Sch 10 1,256.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 203) 52.926 Pe 0.000 Pt 0.474 203 44.01) CM1 1,330.3 0.04743 Total 10.0 Total Pressure at Node 202) 53.400 psi Copyright 2013 Sigma Development Group, Inc. Page 9 of 12 Aok %8800' Pipe Information CARLSBAD LOT 17 SYSTEM 2 (Remote Area 3) From • Elevl ft Pipe ID Flows. Added Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM: Diameter in Fittings Friction Loss psi/ft Notes • To ft -- Elev2 Type Total Total ft Frict (Pt) psi 222 4400 4 Eddy Flow 43100 Len 100 Ftg 00 C = 120 Pt 223) 47-945 Pe 0.000 Pf 0.132 223 44.00 CM2 239.4 0.01319 Total 10.0 262 44.75 2W Eddy Flow 163.3: 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 222) 48.077 Pe .0.325 Pt 0.298 222 44.00 RN 76.1. 0.01530 Total 19.5 242 44.75 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 374 C= 120 Pt 262) 48.050 Pe 0.000 Pt 4.727 262 44.75 BL 76.1 0.01530 Total 308,9 202 44.00 2%" Eddy Flow 2.7050. 1 Len 0.8 Ftg 18.7 = 120 Pt 242) 52.777 Pe 0.325 Pt 0.298 242 44.75 RN 76.11 0.01530 Total 19.5 201 44.00 6" Sch 10 1330.3 6.3570 0 Len 10.0 Ftg 0.0 C 120 0.05258 Pt 202) 53.400 Pe 0.000 Pf••• 0.526 202 44.00 CM1 1,406.4 Total 10.0 Total Pressure at Node 201) 53.926 psi 221 44.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C= 120 Pt 222) 48.078 Pe 0.000 Pt 0.065 222 44.00 CM2 163.3 0.00650 Total 10.0 261 4475 2½ Eddy Flow 837 2.7050 T Len 08 Ftg 18.7 C= 120 : Pt 221) 48.143 Pe -0.325 Pt 0.324 221 44.00 RN 79.6 0.01663 Total 19.5 241 4475 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 Pt 261) 48.141 Pe 0.000 pf 5.136 261 44.75 BL 79.6 0.01663 Total 308.9 201 4400 2½ Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c 120 Pt 241) 53 278 Pe 0325 Pt 0.324 241 44.75 RN 79.6 0.01663 Total 19.5 200 44.00 6" Sch 10 1406.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.05822 Pt 201) 53.926 Pe 0.000 Pt 0.582 201 44.00 CM1 1,486.0 Total 10.0 Total Pressure at Node 200) 54.508 psi 220 44.00 4' Eddy Flow. • • •• Len looT C= 120 Pt 221) 48.142 • 4.3100 Ftg 0.0 j- Pe 0.000 221 44.00 CM2 83.7 0.00189 Pt 0.019 Total 10.0 ©Copyright:2013 Sigma Development Group, Inc. Page 10 of 12 CARLSBAD LOT 17 SYSTEM 2 (Remote Area 3) From Elevl ft P1 e ID P Flows: Added Inside Length C Value Total (Pt) psi GPM W Diameter in Fittings Fitting ft Friction Loss psi/ft Elev(Pe) psi Notes To EIev2 ft Type : Total Total ft Frict (Pf) psi 260 4475 2% Eddy Flow 2.7050. 83.7, 1 Len 08 Ftg 18.7 c = 120 Pt 220) 48-161 Pe -0.325 pf 0.355 220 44.00 RN 0.01825 Total 19.5 240 44.75 2%" Eddy Flow 2.7050 TIT Len 27.1.5 Ftg 37.4 c = 120 Pt 260) 48.192 Pe 0.000 Pt 5.637 260 44.75 BL 83.7 0.01825 Total 308.9 200 44.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 240) 53.828 Pe 0.325 Pt 0.355 240 44.75 RN 83.7 0.01825 Total 19.5 Total Pressure at Node 200) 54.508 psi I 4 11.00 8" pvc cuoo Len '910.0 C = 150 Pt 2) 79.786 7.6800 2EE Ftg 22.5 Fe 0.000 ' 2 11.013 LU 59.8 0.00004 pf 0.037 Total 932.5 1 11.010 8" PVC CL200 T4EE Len 895.0 C = 150 Pt 4) 79.823 7.6800 Ftg 139.0 Fe 0.000 4 11.00 LU 59.8 GV/2E 0.00004 Pt 0.042 Total 1,034.0 Total Pressure at Node 1) 79.865 psi 1 11.01) 8" PVC CL200 Len 5.01 c = 150 Pt 2) 79.785 7.6800 0 Ftg 0.0 Pe 0,000 ---------- 2 11.01) LU 1,509.9 0.01580 Pt 0.079 Total 5.0 Total Pressure at Node 1) 79.864 psi 16 44.00 8" Sch 10 ' 8.2490 2E Len 22.8 Ftg 42.3 C = 120 Pt 200) 54.508 Pe 0.000 Pf 1.178 200 44.01) FM 1,569.7 0.01811 Total 65.0 12 44.01) 8" Sch lo . 8.2490 2E Len 42.0 Ftg 42.3 C=120 0.01811 Pt 16) 55.686 Pe 0.000 Pt 1.527 ' 16 4.01) FM 1,569.7 Total 84.3 9 12.01) 8" Sch 10 8.2490 , T,BV/E Len 32.0 Ftg 76.3 c = 120 Pt 12) 57.213 Pe 13.856 Pt 1.963 12 44.00 . FR 1,569.7 0.01811 Total 108.3 8 12.01) 8" Sch 10 8.2490 ' 0 Len 2.0 Ftg 0.0 C = 120 Pt 9) 73.041 Fe 0.000 Pt 0.036 9 12.01) MA 1,569.7 . 0.01811 Total 2.0 6 12.01) 8" Sch 10 ' 8.2490 Len 1.0 Ftg 0.0 C = 120 Pt 8) 73.077 Fe 0.000 Pf 0.018 8 12.01) MA 1,569.7 0.01811 Total 1.0 0 Coyright 2013 Sigma Development' Group, Inc. Page 11 of 12 CARLSBAD LOT 17 SYSTEM 2 Pipe InformationDaghbWidHvdraullcr (Remote Area 3) From Elevi ft Pipe ID Flows' Added Inside Length ft I C Value I I Total (Pt) psi I GPM Diameter in Fittings Filling ft I Friction Lossi I Elev (Pe) psi Notes Frict (Pt) psi To Elev2 Type Total Total ft 5 11.01) 8" Sch 10 Len 4.0 C =120 Pt 6) 73.095 8.2490 EIT Ftg 62.2 Pe 0.433 6 12.01) MA 1,569.7 0.01811 Pt 1.200 Total 66.2 2 11.01) 8" PVC CL200 I 3EIGV Len 125.0 c = 150 Pt 5) 74.729 7.6800 ' Ftg 172.8 Pe 0.000 5 11.01) UN 1,569.7 ' cV 0.01698 Pt 5.056 Total 297.8 o 0.00 8" PVC CL200 7.6800 T Ftg 43M - Pe 4.763 UN 1,569.7 0.01698 Pt 2.357 Total 138.8 Total Pressure at Node 0)86.984 psi © Copyright' 013 Sigma Development Group, Ind. Page 12 of 12 Total Pressure at Node 2) 79.785 psi L A 4,75 LOSS FOR DCDA 50 Pt 1) 79.8 SHOWN AS ELEVATION en 95.0 C =1 ''- CARLSBAD LOT. 17 SYSTEM 2 Vashboardftdmullcr . One Line Report . (Remote Area 3) From To Type . Pipe ID . Flow I Dia Total I Length I Fittings 'Friction I Loss 1 Static I Loss I Press From I Press I To Vel I GPM in ft psi/ft psi psi psi ft/sec O 1 UN 8 PVC CL200 1,564-7 76800 1388 T to,01688 476 8934 '82.23 108 1-2 LU 8" PVC C1-200 1,505.1 7.6800 5.0 0 0.01571 0.00 82.23 82.16 10.4 4 2 A %LUf 8" PVC CL200 596 7.6800 932 .5, 2EE :0..00004 0 00 'k.16 82 19 1 04 1-4 LU 8" PVC CL200 59.6 7.6800 1,034.0 T,4EE,GV/2E 0.00004 0.00 82.23 82.19 0.4 2-5 liUN 8" PVC C1200 1,564.7 76800 297.8 T,3E!GV,cv 001688 000 8216 77.13 110 .81: 56 MA . 8" Sch 10 1,564.7 8.2490 66.2 ElI 0.01801 0.43 77.13 75.50 9.4 MA 8" Sch 10 I ' 1 5647 82490 1.0 p.001801 000 7550 75 48 1 94 8-9 MA 8" Sch 10 11564.7 8.2490 2.0 0 0.01801 0.00 75.48 75.45 9.4 J FR Sch 10 15647 82490 1083 ,TBVIE 001801 1386 7545 5963 94 16-200 . FM 6" Sch I0 1,564.7 6.3570 58.0 2E 0.06405 0.00 58.11 54.40 15.8 200201 j CM1 6" Sch 10 1,4822 6.3570 10 .0, 0 005794 000 5440 5382 115.0- M 201 7202 CMI 6" Sch 10 1,403.8 6.3570 10.0 0 0.05240 0.00 53.82 53.30 14.2 1F02 2Q3jCM1 6" Sch'ii 1 3289 6 3570 10 0 0 0 04735 0 00 53 30 52 82 134 203-204 CMI - 6" Sch lO 1,256.8 6.3570 10.0 0 0.04271 0.00 52.82 52.40 :12.7 2O405 CMI 6" Sch 10 1,186,5 6.3570- 1.0 .0 0 003839 0.00 52.410 '52'.01 112.01 205-206 CM1 6" Sch 10 1,116.8 6.3570 10.0 0 0.03432 0.00 52.01 51.67 .11.3 i2O6 p207 it CMI1 6" Sch 10 10465 63570 100 0 003043 000 5167 5137 1106 207-208 CMI 6" Sch l0 974.2 6.3570 10.0 0 0.02666 0.00 51.37 51.10 9.8 08j2Q9JI CM1 6"Sch10 l i 7095 63570 100 0 001483 000 5110 5095 72 209-210 CMI 6" Sch lO 445.0 6.3570 10.0 0 0.00626 0.00 50.95 50.89 4.5 t10-(2111tcM1 6 Schiot h 2074 63570 100 0 000152 000 5089 5087 21 211 -212 CMI 6" Sch 10 100.3 6.3570 10.0 0 0.00040. 0.00 . 50.87 50.87 1.0 212-213 CM1 6"SGhIO 591 63570 100 0 000015 000 5087 5087 06 213-214 CMI 6" 5th 10 34.5 6.3570 10.0 0 0.00006 0.00 50.87 50.87 0.3 214-215 j CM1 6 Sch1O 195 63570 80 0 000002 000 5087 5087 02 215-216 CMI 6" Sch 10 9.0 6.3570 8.0 0 0.00000 0.00 50.87 50.87 0.1 ft ?20 221 4 EddyFlow `M$ 43100 100 0160184 0i.,001 4822 4820 1.8 221 -222 CM2 4" Eddy Flow 160.9 4.3100 10.0 0.00632 0.00 48.20 48.14 3.5 222 -223 CM2 4" Eddy Flow 235.8 4.3100 10.0 1.0.01282 0.00 48.14 48.01 5.2 223-224 CM2 4" Eddy Flow 307.9 4.3100 10.0 • 0.02100 0.00 48.01 47.80 6.8 224225 CM2 4 Eddy Flo j 3782 43100 100 003072 000 4780 4749 83 225-226 CM2 4" Eddy Flow 44 7. 9 4.3100 10.0 0.04201 0.00 47.49 47.07 9.8 p226 27 j CM2 4" Eddy Flov 51.9.2 43100 100 005502 000 4707 4652 114 227-228 CM2 4" Eddy Flow 590.5 4.3100 100 0.07007 0.00 46.52 45.82 13.0 228 229 CM2 4 Eddy Flow 1 348.11 4.3100 -MO .0 .02635 U0 45 82 '45.56 71 229-230 CM2 4" Eddy Flow • 106.6 4.3100 10.0 0.00295 000 45.56 45.53 2.3 00240]I RN 2WEddyFIow 825 27050 195 T 001777 032 5440 5373 46 201-241 RN 21/" Eddy Flow 78.4 2.7050 19.5 T 0.01616 0.32 53.82 53.18 4.4 © Copyright 2013 Sigma Development: Group, Inc. Page 1 of 3 OO".: . Dash&vrdHYdraullc, One Line Report CARLSBAD LOT ,17.SYSTEM 2 (Remote Area 3) From To i Type Pipe ID Flow Dia Total I Length I Fittings Friction I Loss Static Loss I Press I From I Press I To Vel GPM in ft psi/ft psi psi psi ft/sec h022421 RNI 21/a Eddy Flov 748 2 7050 195 1 001483 032 5330 5268 42 203-243 . RN 2%" Eddy Flow 72.1 2.7050 195 1 0.01384 0.32 52.83 52.23 . 4.0 204 - 244 Al 2% Eddy Flow 70 3 2 050 19 5 T :04,01322 032 62.40 51 82 3 9 .205 245 RN 2%" Eddy Flow 69.7 2.7050 19.5 1 0.01299 0.32 52.01 51.44 39 O6 1246 RN 2% Eddy 7Q3 27050 195 1 001322 032 5167 5109 39 207-247 RN 2%"EddyFlow 72.3 2.7050 19.5 1 0.01392 0.32 51.37 50.77 4.0 208 .1248 J[ RN 2% EddyFlow1 2647 27050 195 1 015349 032 5110 4779 148 209-249 RN 2W' Eddy Flow' 264.5 2.7050 19.5 1 0.15328 0.32 50.95 47.64 14.8 210-250 RN 2'/a Eddy Flaw 1 237w6-,,27050 195 1 012568 032 509 4512 113.3 211 -251 RN 2%" Eddy Flow, 107.1 2.7050 19.5 T 0.02877 0.32 50.87 49.99 6.0 [12 252 IL:N 2'/aEddyF69 413 27050 195 T 000493 032 5087 i50 45 23 213-253 RN 2W' Eddy Flow 24.6 2.7050 19.5 1 0.00189 0.32 50.87 50.51 1.4 iL I 150 27050 195 1 000076 032 5087 1,50.53 08 215 7 255 RN 2W' Eddy Flow; 10.4 2.7050 19.5 T. 0.00039 0.32 50.87 50.54 0.6 3216?256 I RN 2%"EddyFlow 90 27050 195 1 000030 032 5087 5054 05 260-220 RN 2%" Eddy Flow 82.5 2.7050 19.5 T 0.01777 0.32 48.22 48.24 4.6 261221 ,RN 2%"EddyFkwj1 78.4-:-2.7060: 195 T 001616 032 4820 4819 44 262-222 RN 2W' Eddy Flow 74.8 2.7050 19.5 T 0.01483 0.32 48.14 48.10 4.2 ?6323J RN 2'%"dyRowII 721 27050 195 001384 032 4801 a4796 40 264-224 RN 2W' Eddy Flow' 70.3 2.7050 19.5 1 0.01322 0.32 47.80 47.73 3.9 i2654225RN, 214"EddyFtow1, 697 27050 195 T 0012991 032 4749 4742 39' 266-226 RN 2%" Eddy Flow 70.3 2.7050 19.5 T 0.01322 0.32 47.07 47.01 3.9 267 227 RN 2%'!,Eddy.FIowji 723 27050 195 T 001392 032 4652 4647 40 228-268 RN 2%' Eddy Flow 242.4 2.7050 19.5 T 0.13045 0.32 45.82 42.96 13.5 I 229-269 RN 2% Eddy Flow 241 5 27050 195 1 0 12953 032 4556 4271 ,13 5 230-270 RN 2%" Eddy Flow, 106.6 2.7050 19.5 1 0.02851 0.32 45.53 44.65 5.9 240f26Oj BL 2%"EddyFloW1 825 270501 3089 TIT 001777 000 5373 4824 46 241 -261 BL 2%" Eddy Flow 78.4 2.7050 308.9 111 0.01616 0.00 53.18 48.19 4.4 ?4262 1FBL 2%"EddyFlotwj, 748 27050 3089 TIT 3 001483 000 5268 4810 42 243-263 BL 2%" Eddy Flow 72.1 2.7050 308.9 1ff 0.01384 0.00 .52.23. 47.96 4.0 44~264 SL 2%" Eddy Flow 70 3 2 7050 -308.9 1ff 0 01322 0 00 51 82 47 73 3 9 245-265 BL 2W' Eddy Flow, 69.7 2.7050 308.9 1ff 0.01299 0.00 51.44 47.42 3.9 4246266 8L 2WEyFlowI 703 27050 3089 III 001322 000 5109 4701 39 247-267 BL 2%" Eddy Flow 72.3 2.7050 308.9 TIT 0.01392 0.00 50.77 46.47 4.0 270 -L257 JBL 1 3" Eddy Flow 106 6 3 3340 1087 Eff 001030 0.00 43 53 ",,44.L65 3 251 -258 BL " Eddy Flow 107.1 3.3340 134.0 1 0.01039 0.00 49.99 48.60 . 3.9 268:1259 St. 3 Eddy Flow 2074 3 3340 88 5 0 '0.03532 0.00 4860 4547 7 6 259-257 CM3 3" Eddy Flow 207.4 3.3340 55.0 lIT 0.03532 0.00 43.53 45.47 7.6 0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 3 AO One Line. Report CARLSBAD LOT. 17 SYSTEM .2. (Remote Area 3) From To Type Pipe ID Flow ia D Total Length Fittings Friction Loss Static Loss Press From Press To e GPM in ft psi/ft psi psi psi ft/sec 74 272 2581 CM3 2%EddyFlowt , 1003 27050 474 liT 002551 000 4860 4981 56 273-272 CM3 2W' Eddy Flow 59.1 2.7050 47.4 1/1 0.00957 0.00 49.81 50.26 3.3 274 273 CM3 2'h Eddy Flow i 34 5 2 7050 474 T!T 0 00354 0 00 50 26 5043 1 9 275-274 CM3 2W' Eddy Flow, 19.5 27050 454 1/1 0.00123 0.00 5043 50.49 11 !276275 AL CM3 2%" Eddy FIow 9.0 2.7050 45.4 TIT 0.00030 0.00 50.49 150.60 0.5 252-272 BL 2%" Eddy Flow 41.3 2.7050 130.2 1 0.00493 0.00 50.45 49.81 23 253 273 BL 2W' Eddy FIow' 24.6 2.7050 130.2 T 0.00189 0.00 50.51 50.28 - : 1.4 254-274 BL 21/2" Eddy Flow 15.0 2.7050 130.2 1 0.00076 0.00 50.53 50.43 0.8 255275 BL - .2h1"YF!0v1 10:4 2.7050 130.2 1 10.00039 0,00 60.54' 50.49.. 0.6 256 276 BL 214' Eddy Flow 9.0 2.7050 130.2 1 0.00030 0.00 50.54 50.50 0.5 .12416 . FM 8"Sch10 1 1,564.7 8.2490 84.3 2E 0.01801 0.00 59.63 58.11 9.4 - 248-284 BL 2W Eddy Flow 264.7 2.7050 144.7 1 0.15349 0.00 47.79 25.57 148 84 285 BL 2%" Eddy Flow 137.3 2.7050 10.0 0.04554 0.00 25.57 25.12 7.7 285-286 BL 2%" Eddy Flow: 11.0 2.7050 10.0 0.00042 0.00 25.12 25.12 0.6 287.286 BL Eddy Flow 115.3 2.7050 10.0.'0.03301 0.00 25.11 25.45 i 6.4 - . - 268-287 BL 2%" Eddy Flow 242.4 2.7050 134.2 T 0.13048 0.00 25.44 4296 135 - 249288 BL 2%"EddyFlow 2645 27050 1447 1 015328 000 4764 25..46 148 288-289 BL • 2W' Eddy Flow 137.3 2.7050 10.0 0.04560 0.00 25.46 25.00 77 289 290 II BI 2% EdctyFlow 113 27050 100 000045 000 2501 2500 06 291-290 BL 2W' Eddy Flow 114.7 2.7050 10.0 0.03266 0.00 25.00 25.33 6.4 26929111 BL 2WEddyFtow 241.5 2.7050 134:2 1 0.12953 0.00 25.33 42.71 1115 250-292 BL 2h/, Eddy Flow 237.6 27050 1447 1 0.12568 0.00 4812 29.93 13.3 il 292 i 293 2%" Eddy Flow, 99.7..2.7050,,',10.0 0.02522 - 0.00 29.93 29.68 5.6 - 294-293 BL 2%" Eddy Flow 37.6 2.7050 10.0 0.00414 0.00 29.68 29.72 21 295 294jL BL 2%EddyFlow 1750 27050 10 0 007135 000 2972 '3043 9 8 257-295 BL 2W' Eddy Flow 314.0 2.7050 62.2 1 021050 0.00 30.43 43.53 17.5 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 3 Aff Rt 12 Dashboard Hvd,aull,s One Line Report CARLSBAD LOT I7 SYSTEM 2 From To Type Pipe ID Fl OW ia Total Length Fittings Friction Loss Static Loss Press From Press To e GPM in ft psi/ft psi psi psi ft/sec O1 UN 8 PVcCL200 15703 76800 1388 T - 001699 476 8632 7919 t109 1-2 LU 8 PVCCL200 15106 76800 50 0 001581 000 7919 7911 105 4:2 3 Lu 8 PVCCL200 598 76800 32 95 2EE 000004 0.00,7911 7915 04 1 -4 LU 8" PVC CL200. 59.8 7.6800 1034.0 T,4EE,GV/2E 0.00004 0.00 79.19 79.15 0.4 2 5 UN 8 PVC CL200 15703 76800 2978 T3EIGV,CV 001699 000 7911 7405 109 - - 5-6 MA 8" Sch lO 1,570.3 8.2490 66.2 ElF 0.01813 0.43 74.05 72.42 9.4 68 jj MA 8Sch10, , 15703 82490 10 001813 000 7242 7240 94 8-9 MA 8' Sch lO 1,570.3 8.2490 2.0 0 0.01813 0.00 72.40 72.36 9.4 9 :12 FR 8 Sch 10 15703 82490 1083 TBV/E 001813 1386 7236 5653 94 16-200 FM 8" Sch lO 1,570.3 8.2490 65.0 2E 0.01813 0.00 55.01 53.83 9.4 20020ij1 CMI 6"Schloi j 14768 63570 100 0 005755 0.00.5383 5325 149 201 -202 CMI 6' Sch 10 1,386.9 6.3570 10.0 0 0.05124 0.00 53.25 52.74 14.0 202 t203 4 CMI 6" Sch l0 13005 63570 . .., 100 0 . 004549 ., .................. 000 5274 52.28.131 203.204 CMI 6" Sch 10: 1,21.7.2 6.3570 10.0 0 0.04025 0.00 52.28 51.88 12.3 204 205 kCMI 6 SchI0 11364 63570 100 0 003545 000 5188 5153 115 205-206 CMI 6 Sch 10 10579 63570 100 0 003105 000 5153 5122 107 206207j CMI 6Sch1Q j 9811 63570 100 0 002701 000 5122 5095 99 207-208 CMI 6" Sch IO 905.6 6.3570 10.0 0 0.02329 0.00 50.95 50.71 9.2 ?08 209 CM1 6 Sch10 6565 63570 100 0' 001285 000 5071 5059 66 209-210 CMI 6' Sch lQ 408.0 6.3570 10.0 0 0.00533 0.00 50.59 50.53 4.1 210 L 211 j[ CMI 6HSch10j Ji 1888 63570 100 0 000128 000 5053 5052 19 211-212 CMI 6" Sch lO 91.4 6.3570 10.0 . 0 0.00033 . 0.00 50.52. .50.52: . 0.9 212213 Q CMI 6"Sc60 Ir 538 63570 100 0 000013 000 5052 5052 05 213-214 CMI 6" Sch IO 31.4 6.3570 10.0 0 0.00005 0.00 50.52 50.51 0.3 214f2151 CMI 6 SchiOl } 177 63570 '80 0 000002 000 551 5051 02 215-216 CMI 6" Sch lO 8.2 6.3570 8.0 0 0.00000 0.00 50.51 50.51 0.1 22022i j[ CM2 6"S chl0i 936 63570 100 000035 000 4603 4602 09 221 -222 CM2 6" Sch 10 183.4 6.3570 10.0 0.00121 0.00 46.02 46.01 1.9 222 223 J[CM2 6"SchIO .'. 2698 . . 83570 . 100 . . ... 000248 000 4601 4599 27 223-224 CM2 6" Sch 10 353.2 6.3570 10.0 0.00408 0.00 45.99 45.95 3.6 '224-225 j CM2 - 63 Sch10 4339 63570 100 000597 000 4595 45.89, 44 225-226 CM2 6" Sch I0 512.4 6.3570 10.0 0.00812 0.00 45.89 45.80 5.2 22-227 Jr CM2 6Sch10 5693 83570 100 001052 000 4580 4570 60 227-228 CM2 6" Sch lO 664.8 6.3570 10.0 0.01315 0.00 45.70 45.57 6.7 228-229 II CM 6"SchI0' 4074 63570 100 000531 000 4557 4551 41 229-230 CM2 6" Sch I0 150.0 6.3570 10.0 0.00084 0.00 45.51 45.51 1.5 200}.240j 'RN 2%"EddyFItwç 936 27050 195 1 002242 032 5383 5307 52 201-241 RN 2% Eddy Flow 89.8 2.7050 19.5 1 0.02078 0.32 53.25 52.52 5.0 © Copyright 2013 Sigma Development Group, Inc. Page 1 of 3 One Line Report CARLSBAD LOT 17 SYSTEM 2 From To Type Pipe ID ' Flow I ' Dia I Total I Length I Fittings 'Friction' I Loss Static Loss I Press I From I Press I To Vel GPM in ft psi/ft psi psi psi ft/sec 02,-.242 RN 2% Eddy Flow, 864 27050 195 1 0 01934 032 5274 52.04 4.8 203-243 RN 2W Eddy Flow 83.4 2.7050 19.5 1 0.01811 0.32 52.28 51.61 4.7 204 244 F RN 2W Eddy Fl?v 80 7 2 7050 19 5 1 0 01707 0.32 51.88 51.22 4,i5 , 205-245 RN 2W Eddy Flow, 78.5 2.7050 19.5 1 0.01622 0.32 51.53 50.89 4.4 I 206 246 j 2'h Eddy Fl9 1 768 2.7050 19.5 1 0.01556 0.32 51.22 50.59 4.3 207-247 RN 2W' Eddy Flow 75.5 2.7050 19.5 1 0.01509 0.32 50.95 50.33 4.2 2O248 J[ RN 2%"EddyFIov 2490 27050 195 T 013709 032 5071 4772 139 209-249 RN 2%" Eddy Flow 248.6 2.7050 19.5 1 0.13665 0.32 50.59 47.60 13.9 21q250j[ RN 2W'EddyRov) 2191 27050 195 T 010822 032 5053 4810 122 211 -251 RN 21/2' Eddy Flow 97.5 2.7050 19.5 1 0.02418 0.32 50.52 49.72 5.4 s •<- 1r 212 252 RN .. 214 Eddy Fli~. -..., 376 -• 27050 195 1 000415 032 5052 - 45011 21 213-253 RN 2%' Eddy Flow: 22.4 2.7050 19.5 1 0.00159 0.32 50.52 50.16 1.2 214 . 2541[ RN 2%" Eddy Flew 137 2 7050 19 5 1 0 00064 032 50 51 18 4 50 08 215-255 RN 2'/2" Eddy Flow 9.5 2.7050 19.5 T 0.00033 0.32 50.51 50.18 0.5 2l6256 4 214 RN 1 WEddyFlow1 82 27050 195 1 000025 032 5051 5018 05 260-220 RN 2'h° Eddy Flow 93.6 2.7050 19.5 1 0.02242 0.32 46.03 46.14 5.2 261 21 [ tR '_,'V/,!.EddyFIowi,-898 27050 195 T 002078 032 4602 46.10 50 262-222 RN 2W' Eddy Flow 86.4 2.7050 19.5 1 0.01934 0.32 46.01 46.06 4.8 63 f 223 RN 2% Eddy Floyd 834 27050 19 5 1 0 01811 0.32 46.'99 46;01 4.7 264-224 RN - 2W Eddy Flow 80.7 2.7050 19.5 T 0.01707 0.32 45.95 45.95 4.5 265{.225 RN 2WEddyFlow 785 27050 v 195 T 001622 032 4589 4588 44 266-226 RN 2'h"EddyFlów 76.8 2.7050 19.5 1 0.01556 0.32 45.80 45.78 4.3 267 1.227 uRN 2%"EddyFlow 755 27050 195 1 001509 032 4570 4567 42 228-268 RN 2W Eddy Flow, 257.4 2.7050 19.5 1 0.14579 0.32 45.57 42.40 14.4 p29269J RN 2thEddyFIowt 2574 27050 195 T 014574 032 4551 4235 144 230-270 RN 2%" Eddy Flow 150.0 2.7050 19.5 1 0.05366 0.32 45.51 44.14 8.4 24Q20j BL WEddyFlow 936 27050 3089 T/T 002242 000 5307 4614 52 241 -261 BL 2%" Eddy Flow 89.8 2.7050 308.9 T/T 0.02078 0.00 52.52 46.10 5.0 242 .282 BL 2W Eddy FIOW 864 2 7050 ''.'308.9 T!T 0 01934 0.00 5204 146.06 i 4 8 243-263 BL 2%" Eddy Flow 83.4 2.7050 308.9 l/T 0.01811 0.00 51.61 46.01 4.7 44f2641( BL1 21flEddyFlw 807 27050 3009 VT 001707 000 5122 4595 f 45 245-265 BL 2W Eddy Flow 78.5 2.7050 308.9 l/T 0.01622 0.00 50.89 45.88 4.4 46 268 BL 2W' Eddy Flows 76 8 2 7050 308 9 1/1 0 01550 0 00 5059 4578 4 3 247-267 BL 2W' Eddy Flow 75.5 2.7050 308.9 1/1 0.01509 0.00 50.33 45.67 4.2 270257j BL 3"EddyFlwf 500 33340 1087 E/I 001938 000 4203 4414 55 251-258 BL 3' Eddy Flow 97.5 3.3340 134.0 T 0.00873 0.00 49.72 48.55 3.6 BVl 3EddyFlwI 1888 33340 885 0 002968 000 4855 4593 69 259 -257 CM3 2'/2' Eddy Flow, 188.8 2.7050 47.4 TiT 0.08217 0.00 42.03 45.93 10.5 0 Copyright :2013 Sigma Development Group, Inc. Page 2 of 3 .00 Da$hboaMHyd,u/k5 One Line Report CARLSBAD LOT I7 SYSTEM 2 From To Type Pipe ID Flow I Dia I I Total I Length I I Fittings 'Friction I Loss Static Loss Press From Press To I Vet GPM J I psi/ft psi psi psi ft/sec 272 258 C'.l3 2'/a Eddy Flow 1 91 4 2 7050 47 4 lIT -0.021144 0,00, 48.65 49.57 5.1 273 -272 CM3 2% Eddy Flow 53.8 2.7050 47.4 TIT 0.00805 0.00 49.57 49.95 3.0 274. 273 CM3 2% Eddy FtovJ 31 4 2 7050 47 4 lIT 0 00298 0 00 4995 50 09 T.8 275-274 CM3 2'h" Eddy Flow 17.7 2.7050 45.4 lIT 0.00103 0.00 50.09 50.14 1.0 276F 275 _,03,2W Eddy Flow 82 27050 454 111 000025 000 5014 50 15 05 252-272 BL 2%" Eddy Flow 37.6 2.7050 130;2 1 0.00415 0.00 50.11 49.57 2.1 25 273 2¼ Eddy Ftov 224 27050 1302 T 000159 000 5016 4995 1 1:12 254-274 BL 2%" Eddy Flow 13.7 2.7050 130.2 1 0.00064 0.00 50.18 50.09 0.8 255.275 SI. 2% EddyFlow 95 27050 1302 1' 000033 000 5018 5014 05 256-276 BL. 2%" Eddy Flow 8.2 2.7050 130.2 1 000025 0.00 50.18 50.15 0.5 16 FM 8"Sch1O f' i57 82490 843 2E 00181 000 5653 j5501 94 248-284 BL 214 Eddy Flow 249.0 2.7050 162.7 1 0.13709 0.00 47.72 25.41 13.9 -. Ii 28 - 85 BL .. - . . - . 2h/ Eddy Fl 122 0 - . ---- 2 7050 .---.. 100 . 0 03661 . 0 00 2541 25 05 1 6 8 286-285 BL 2%" Eddy Flow 4.1 2.7050 10.0 0.00007 0.00 25.05 25.05 0.2 287 286 Al. 2%' EddyFlo 1303 2 7050 100 0.04135 000 2505 2546 73 268-287 BL 2%" Eddy Flow 257.4 2.7050 116.2 1 0.14579 0.00 25.46 42.40 14.4 249 288 BL 2'/z"EddyFlow 2486 27050 1627 T 013665 000 4760 2536 1139 288-289 BL 2W' Eddy Flow 121.7 2.7050 10.0 0.03644 0.00 25.37 25.00 6.8 d 29Qf289i[8L 2%"EddyFlo 43 2.70501100 -000O08 000 25,00 . 2500 02 291 290 BL 2%" Eddy Flow. 130.3 2.7050 10.0 0.04139 0.00 25.00 25.41 7.3 2WEddy Fkwj 2574 27050 1162 1 014574 0.00'.2542 4235 1144 250-292 BL 2%" Eddy Flow 219.1 2.7050 162.7 1 0.10822 0.00 , 48.10 30.49 12.2 292T293 J BL 2% EddyFlovi i 800 72.7050 100 , 001677 000 3049 3032 45 294-293 BL 21/2' Eddy Flow. 58.8 2.7050 10.0 0.00949 0.00 30.32 30.42 ' 3.3 2951294j BL 214"EddyFlow 1978 27050 100 008952 000 3042 3131 1110 257-295 BL 2%" Eddy Flow 338.8 2.7050 44.2 1 0.24232 0.00 31.31 42.03 18.9 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 3 100 Dasftward Hydraulic; Hydraulics Summary Sheet Project Information Calculation Date: 1/24/2018 10:50:41 AM CARLSBAD LOT 17 SYSTEM 3 system ID drawing ref 2 OF 2 building 2856 WHIPTAIL LOOP construction CARLSBAD, CA occupancy contract # authority rnntrr4,n. tnfnrmf4an IJtg.lr. lUre rranr;s U74UflUI llLPU - system type WET density ESFR GPM/ft' design std NFPA 13 hazard EXTRA remote area 12@25PSi ft' spr coverage 100 ft' sprs flowing 12 figure curve calcd volume 7,227.2 gal rinlA, Tact static pressure 91.80 psi residual pressure 70.20 psi quantity flowing 8,000.0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email EPICFIRECOX.NET - Sprinklers in Remote No. Mfgr Mod SlN# Size K L 12 VIKiNG I K-25 I VK510 I 1' 1251 location of flow test SITE 140 emote area z - suppiy I Demana Grapn 90.39 psi available at Sprinkler Demand of 88.89 psi with I Total System Flow of 1,827.4 GPM - L_Margin:+1.7% :- T 000" 40 20 0250 500 750 1000 1250 1500 1750 2000 2250 Water Flow (GPM) S Demand at sprinkler and interior hose flows K> Total System Demand including Hose Flows at Zero 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 13 Ak- oo CARLSBAD LOT 17 SYSTEM 3 U88 Dashboard Supply Analysis (Remote Area 2) Hydraulirr Quantity Pressure Total Total Source Static ressure /Node/P /pr stem /F 88.8 Residual Zero I 91.80 Psi 70.20 psi 8,000.0 GPM 90.39 psi 1,827.4 GPM 9 psi Maximum velocity in pipe 376 - 396 is 20.9 ft/sec Nodes Analysis Node Actual Node Elev Device KFact or I MInimul- FlowPressure Discharge Notes GPM psi GPM 393 45.8 Sprinkler 25.20 126.00 25.00 126.00 394 458 Sprinkler 25.2d 126.00 25.01 126.02 389 45.8 Sprinkler 25.20 126.00 25.20_- 126.50 390 45.8 Sprinkler 25.20 126.00 25.21 126.52 392 45.8 Sprinkler 25.20 126.00 25.32_- 126.80 395 45.8 Sprinkler 25.20 126.00 25.47_- 127.19 388 45.8 Sprinkler 25.20 126.00 25.51_- 127.28 391 45.8 Sprinkler 25.20 126.00 25.69 127.72 398 45.8 Sprinkler 25.20 126.00 30.82 139.89 399 45.8 Sprinkler 25.20 126.00 30.88 140.04 397 45.8 Sprinkler 25.20 126.00 31.03 140.38 396 458 Sprinkler 25.20 126.00 32.23. 143.07 0 0.0 Hose©Zero 88:89 250.0 Sprinkler Flow: 1577.4 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 1827.4 GPM © Copyright 2013 Sigma Development Group, Inc. CARLSBAD LOT 17 SYSTEM 3 Pipe Information (Remote Area 2) From ft Elevi Pipe ID Flows Inside Length ft C Value Total (Pt) psi Added, GPM Diameter in Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes Frict (Pf) psi To Elev2 Type Total Total ft 399 45.83 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 398) 30.818 Pe 0.000 Pt 0.087 398 45.83 BL 48.5 0.00665 Total 10.0 380 45.8:3 2%" Eddy Flow 140,0 2.7050 1 Len 38.8 Ftg 18.7 c = 120 Pt 399) 30.884 Pe 0.000 Pt 4.710 399 45.83 BL 188.6 0.08196 Total 57.5 336 45.00 21/z Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 380) 35.594 Pe 0.359 pf 1.602 380 45.83 RN 188.6, 0.08196 Total 19.5 335 45.00 4 Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 336) 37.556 Pe 0.000 Pt 0.085 336 45.00 CM2 188.6 0.00848 otal 10.0 Total Pressure at Node 335) 37.641 psi 397 45.8:3 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 0=120 Pt 398) 30.818 Pe 0.000 Df 0.215 398 45.83 BL 91.4 0.02145 Total 10.0 396 45.8:3 2W' Eddy Flow 140.4 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 397) 31.032 Pe 0.000 Pt 1.200 397 45.8:3 BL 231.8. 0.12003 otal 10.0 376 45.8:3 2%" Eddy Flow 143.1 : 2.7050 0 Len 3.3 Ftg 0.0 C = 120 Pt 396) 32.233 Pe 0.000 Pt 0.949 396 45.8:3 BL 374.8' 0.29213 Total 33 Total Pressure at Node 376) 33.182 psi 394 45.8:3 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 0=120 Pt 393) 25.001 Pe 0.000 Pt 0.006 393 45.83 BL 13.2 0.00060 Total 10.0 395 45.8:3 2%" Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 394) 25.007 Pe 0.000 Pt 0.467 394 45.83 BL ' 139.2 0.04675 Total 10.0 375 45.8:3 2%" Eddy Flow 127.2 ' 2.7050 T Len 37.8C Ftg 18.7 = 120 Pt 395) 25.474 ,Pe ' 0.000 Pt 8.771 395 45.83 BL 266.4: 0.15532 Total 56.5 335 45.013 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 375) 34.245 Pe 0.359 Pt 3.036 375 45.83 RN 266.4 0.15532 Total 19.5 Copyright 2013 Sigma Development Group, Inc. Page 3 of 13 CARLSBAD LOT 17 SYSTEM 3 Dashboard Hydrauffis Pipe Information (Remote Area 2) From Et ft Pipe ID Flows Added Inside Length ft 1 C Value J Total (Pt) Psi I Diameter GPM Fittings [Fitting . ft Friction Loss psi/ft ' Elev (Pe) psi Notes I To Elev2 Type Total in Total ft Frict (Pf) psi 334 46.00, 4"EddyFlow 188.6 4.3100 0 Len 10.0j Ftg 0.0 C= 120 Pt335) 37, Pe •• 9.00 F-------- 336 45.00 CM2 455.0 0.04325 Pt 0.433 1r0.0 Total Pressure at Node 334) 38.073 psi 392 45.83 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 393) 25.001 Pe 0.000 Pt 0.317 _______ 393 45.83 BL 112.8 0.03168 Total 10.0 355 5.83 2%" Eddy Flow 126.8 2.7050 T Len 90.3 Ftg 18.7 C = 120 Pt 392) 25.318 Pe 0.000 Pt 13.912 392 45.83 BL 239.6 0.12767 - Total 109.0 315 45.00 2%" Eddy Flow 2.7050 . T Len 0.8 Ftg 18.7 = 120 Pt 355) 39.229 Pe 0.359 Pt 2.496 355 45.83 RN 239.6 0.12767 - Total 19.5 Total Pressure at Node 315) 42.084 psi 390 45.83 2W' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 389) 25.200 Pe 0.000 Pt 0.007 389 45.83 BL 14.8. 0.00074 - Total 10.0 391 45.83 2%" Eddy Flow 126.5 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 390) 25.208 Pe 0.000 Pt 0.481 390 45.83 BL 141.3 0.04808 Total 10.0 374 45.3 214" Eddy 127.7' 2.7050 T Len Ftg 18.7 C 120 Pt 391) 25.688 Pe 0.000 Pt 8.933 391 45.53 BL 269.1. 0.15820 Total 56.5 334 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 374) 34.621 Pe 0.359 Pt 3.092 Total 19,5 374 45.53 RN 269.1 0.15820. - 333 45.00 4" Eddy Flow 455.0 4.3100 0 Len 10.0 Ftg 0.0 C= 120 Pt 334) 38.073 Pe 0.000 Pt 1.022 33 45.00 CM2 724.0 0.10216 Total 10.0 Total Pressure at Node 333) 39.095 psi 388 45.83 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 389) 25.200 Pe 0.000 Pt 0.311 Total 10.0 389 45.83 BL 111.7 0.03111 354 45.83 21/2' Eddy Flow 127.3 2.7050 T Len 90.3 Ftg 18.7 C = 120 Pt 388) 25.511 Pe 0.000 Pt 13.844 388 45.83 BL 239.0 0.12704 -. Total 109.0 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 13 43avo a' Oath ydrau/Is Pipe Information 44 CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) From EleviPipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter in Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes To Elev2 Type Total - Total ft Frict (Pf) psi 314 46.00 2140 Eddy Flow 2.7050 T Len 0.81 Ftg 18.7 c = 120 Pt 354) 39.355 Pe 0.359 }- 354 46.83 RN 239.0 0.12704 Pt 2.483 Total 19.5 Total Pressure at Node 314) 42.198 psi 377 45.83 21/2 Eddy Flow 2.7050 T/T Len 10.0 Ftg 37.4 c = 120 Pt 376) 33.182 Pe 0.000 Pt 4.491 376 45.83 BL 203.8 0.09467 Total 47.4 378i 45.83 2%" Eddy Flow -113.7 2.7050 l/T Len 8.0 Ftg 37.4 C= 120 Pt 377) 37.673 Pe 0.000 Pf 0.952 377 45.8.3 BL 90.2 0.02095 Total 45.4 358 45.83 2WEddyFlow 2.7050 T,2E/0 Len 88.0 Ftg 37.4 C = 120 Pt 378) 38.624 Pe 0.000 pf 2.627 378 45.83 BL 90.2 0.02095 Total 125.4 318 45.010 2W' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C= 120 Pt 358) 41.252 Pe 0.359 Pt 0.409 358 45.83 RN 90.2 0.02095 Total 19.5 317 4500 6 Schlo 6.3570 0 Len 100 Ftg 0.0 C= 120 Pt 318) 42021 Pe 0.000 Pt 0.003 318 45.013 CMI 90.2 0.00033 Total 10.0 Total Pressure at Node 317) 42.024 psi 357 45.83 2%" Eddy Flow 2.7050 TIO Len 86.0 Ftg 18.7 C = 120 Pt 377) 37.673 Pe 0.000 Pt 3.364 377 45.83 BL 113.7 0.03212 Total 104.7 317 45.01) 21/z"Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 357) 41.037 Pe 0.359 Pt 0.628 357 45.83 RN 113.7 0.03212 Total 19.5 316 45.013 6" Sch 10 90.2 6.3570 0 Len 10.0 Ftg 0.0 0 = 120 Pt 317) 42.024 Pe 0.000 Pt 0.015 317 45.00 CMI 203.8 0.00148 otaI 10.0 Total Pressure at Node 316) 42.039 psi 356 45.83 2W' Eddy Flow 2.7050 1/0 Len 86.0 Ftg 18.7 C = 120 Pt 376) 33.182 Pe 0.000 Pt 7.161 376 45.83 BL 171.0. 0.06838 Total 104.7 316 45.01) 2W' Eddy Flow . 2.7050 1 Len 1 0.8 Ftg 18.7 C= 120 Pt 356) 40.343 Pe 0.359 Pt 1.337 356 45.83 RN. 171.0. 0.06838 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 5 of 13 CARLSBAD LOT 17 SYSTEM 3 Pipe Information (Remote Area 2) From Elevl ft Pipe ID Flows Added I Inside ILength ft ' I I C Value I Total (Pt) psi GPM I Diameter in Fittings I Fitting ft IFriction Lossi psi/ft Elev (Pe) psi Notes [Fñct(P psi To Elev2 Type Total ITotal ft[ 315 45.00 6'Sch10 203.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 316) 42.039 Fe 0.000 Pf 0.046 316 45.00 CM1 374.8 0.00455 - Total 10.0 314 45.00 6Sch10 239.6 6.3570 0 Len 10.0 Ftg 0.0 C 120 Pt 315) 42.084 Pe 0.000 Pt 0.114 315 45.00 Gm 614.4 0.01136 Total 10.0 313 45.00 6'Sch10 239.0 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 314) 42.198 Pe 0.000 Pt 0.209 . 314 45.00 CM1. 853.4 0.01 02087 Total 10.0 Total Pressure at Node 313) 42.407 psi 373 45.83 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 333) 39.095 Pe -0.359 Pt 0.276 333 45.00 RN 72.9 0.01412 Total 19.5 353 45.83 2W' Eddy Flow 2.7050 ________ lIT _______ Len 158.0 Ftg 37.4 C = 120 0.01412 Pt 373) 39.011 Pe 0.000 Pt 2.760 373 • 45.83 BL ____________ 72.9 ______ - Total 195.4 313 • 45.00 2%" Eddy Flow 2.7050 T Len 0,8 Ftg 18.7 C= 120 Pt 353) 41.771 Pe 0.359 Pt 0.276 353 -- 45.83 RN 72.9 0.014 12 Total 19.5 312 45.00 6"Sch10 853.4 6.3570 0 Len 10.0 Ftg 0.0 C =120 Pt 313) 42.407 Pe 0.000 Pt 0.243 313 45.00 CM1 926.3 0.02428 Total 10,0 Total Pressure at Node 312) 42.650 psi 332 45.00 4 Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C=120 0.08395 Pt 333) 39.095 Pe 0.000 P1 0.840 333 45.00 CM2 651.1 Total 10.0 372 45.83 2%" Eddy Flow -585.7' 2.7050 • 1 Len 0.8 Ftg • 18.7 C 120 Pt 332) 39.934 Fe -0.359 Pt 0.226 332 45.00 RN 65.5' 0.01158 Total 19.5 352 45.83 21/2" Eddy Flow • 2.7050 lIT Len 158.0 Ftg 374 C = 120 Pt 372) 39.801 Fe 0.000 Pt 2.263 372 • 45.83 BL ____________ 65.5 ______ 0.01158 - Total 195.4 312 45.00 2%" Eddy , 2.7050 T Len 0.8 Ftg • 18.7 C= 120 0.01158 Pt 352) 42.063 Pe • 0.359 Pt 0.226 • 352 • -- 45.83 RN 65.5 Total 19.5 © Copyright :2013 Sigma Development Group, Inc. Page 6 of 13 3 8800 Pipe Information CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) NO 1 Flows From ft Pipe ID I Added Inside Length ft C Value Total (Pt) psi GPM F----------- Diameter Fittings Fitting ft Elev (Pe) psi Notes To Elev2 in Friction Loss Total Total ft psi/ft Fnct (Pt) PSI 311 0 6"SchlO 926.3 6.3570 0 Len 10.01 Ftg 0,0 C=120 Pt 312) 42.650 Pe 0.000 - 312 45.00 CMI 991.8 0.02755 Pt 0.276 Total 10.0 Total Pressure at Node 311) 42.925 psi 331 45.00 4' Eddy. Flow 4.3100 0 Len 10.0 Ftg 0.0 Cr120 Pt 332) 39.935 Pe 0.000 pf 0.690 332 45.00 CM2 585.7 0.06901 Total 10.0 371 45.83 2%° Eddy Flow -525,8 2.7050 T Len 0.8 Ftg 18.7 C= 120 0.00981 Pt 331) 40.625 Pe -0.359 Pt 0.192 331 45.00 RN 59.91 Total 19.5 351 45.83 21h"Eddy Flow 2.7050 TIT Len 158.0 Ftg 374 C= 120 Pt 371) 40.457 Pe 0.000 Pt 1.917 371 45.83 BL 59.9 0.00981 Total 195.4 311 45.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 351) 42.374 Fe 0.359 pf 0.192 351 45.83 RN 59.9 0.00981 Total 19.5 310 45.00 6°Sch10 991.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 311) 42.925 Pe 0.000 pf 0.307 311 45.00 CMI T17,051.6 0.03071 Total 10.0 Total Pressure at Node 310) 43.232 psi 330 45.00 4 Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.05653 Pt 331) 40.624 Fe 0.000 pf 0.565 331 -- 45.00 CM2 5258 Total 10.0 370 45.83 2%" Eddy Flow -469.7 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00871 Pt 330) 41.190 Fe -0.359 Pt 0.170 330 45.00 RN 56.1 Total 19.5 350 45.83 2% Eddy Flow 2.7050 TIT Len 158.0 C = 120 Pt 370) 41.000 I Fe 0.000 Pt 1.702 370 45.83 BL 56.1 0.00871 Total 195.4 310 45.00 2% Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00871 Pt 350) 42.702 Fe 0.359 Pt 0.170 350 45.83 RN 56.1 Total 19.5 309 45.00 6Sch10 10516 6.3510 0 Len 10.0 Ftg 0.0 C=120 Pt 310) 43.232 Pe 0.000 Pt 0.338 310 45.00 CM1 1,107.7 0.03381 Total 10.0 Total Pressure at Node 309) 43.570 psi © Copyright 2013 Sigma Development Group, Inc. Page 7 of 13 MOIT Pipe Information CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) From ft Pipe ID Added Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM Diameter in Fittings Friction Loss psi/ft Notes Frict (Pt) PSI To Elev2 Type Total Total ft 329 4500 4 Eddy Flow 4.3100 0 Len 100 Ftg 0.0 C =120 Pt 330) 41.190 Pe 0.000 Pt 0.459 330 45.00 CM2 469.7 0.04588 Total 10.0 369 45.83 2W' Eddy Flow 4154 2.7050 1 Len 0.8 Ftg 18.7 = 120 0.00819 Pt 329) 41.649 Pe 0.359 Pf 0.160 329 45.00 RN 54.3 total 19.5 349 45.83 2% Eddy Flow 2.7050 l/T Len 158.0 Ftg 37.4 c 120 Pt 369) 41.449 Pe 0.000 P1 1.601 369 45.83 BL 54.3 0.00819 Total 195.4 309 45.00 2'%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 349) 43.050 Pe 0.359 Pt 0.160 349 45.83 RN 54.3 0.00819 Total 19.5 308 4500 6 Sch10 11077 6.3570 0 Len 100 Ftg 0.0 C= 120 Pt 309) 43570 Pe 0.000 Pt 0.369 309 45.00 CM1 1,162.0 0.03694 Total 10.0 Total Pressure at Node 308) 43.940 psi 328 45.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 329) 41.648 Pe 0.000 Pt 0.365 329 45.00 CM2 415.4 0.03655 otai 10.0 368 4583 2% Eddy Flow -361,.0." 2.7050 T Len 08 Ftg 18.7 = 120 Pt 328) 42.014 Pe .0.359 Pt 0.160 328 45.00 RN 54.4 . 0.00821 Total 19.5 348 45.83 2'/a" Eddy Flow 2.7050 TIT Len 158.0 Ftg 37.4 C = 120 Pt 368) 41.815 Pe 0.000 Pt 1.605 368 45.83 BL 54.4. 0.00821 Total 195.4 308 45.00 214' Eddy Flow 2.7050 T Len. 0.8 Ftg 18.7 C 120 Pt 348) 43,419 Pe 0.359 pf . 0.160 348 45.8.3 RN 54.4 0.00821 Total 19.5 307 45.00 6" Sch 10 1162.0 6.3570 0 Len 10.0 Ftg 0.0 C= 120 0.04020 Pt 308) 43.940 Pe 0.000 Pt 0.402 308 45.00 CMI 1,216.4 Total 10.0 Total Pressure at Node 307) 44.342 psi 327 45.00 4 Eddy Flow J Len 10.0 J C = 120 Pt 328) 42.014 4.3100 0 Ftg 0.0 - Pe 0.000 ______ 328 45.00 CM2 361.0 0.02820 Pt 0.282 fTotal io.I © Copyright 2013 Sigma Development Group, Inc. . Page 8 of 13 oo' CARLSBAb LOT 17 SYSTEM 3 DashbmidHydraulla Pipe Information (Remote Area 2) From: ft ENO Pipe ID T Flows Added 1 GPM Inside Diameter in Friction LossToft Fittings ength ft 1 _________ C Value psi/ft 1 Total (Pt) psi Notes J Frict (Pf) psi [Fitting ft Elev (Pe) psi Elev2 TypeTotal otal ftJ 367 45.83 2W Eddy Flow -3049 2.7050 1 Len 0,8 Ftg 18.7 c 120 Pt 327) 42.296 Pe -0.359 Pt 0.170 327 45.00 RN 56.2 0.00872 Total 19.5 347 45.83 2W' Eddy Flow 2.7050 l/T Len 158.0 Ftg 37.4 c = 120 Pt 367) 42.107 Pe 0.000 Pf 1.704 367 45.83 BL 56.2 0.00872 307 45.00 2W Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 347) 43.811 Pe 0.359 Pt 0.170 347 45.83 RN 56.2 0.00872 - Total 19.5 19 45.00 6'Sch10 1,216.4 6.3570 Len 2.0 Ftg 0.0 C 120 Pt 307) 44.342 Pe 0.000 Pt 0.087 307 45.00 CM1 1,272.6 0.04370 Total 2.0 Total Pressure at Node 19) 44.429 psi 326 45.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C= 120 Pt 327) 42.296 Pe 0.000 Pt 0.206 Total 10.0 327 45.00 CM2 304.9: 0.02062 366 45.83 2W Eddy Flow -250.8 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 326) 42.502 Pe •0.359 Pt 0.159 326 45.00 RN 54.0 0.00811 Total 19.5 346 45.83 2W' Eddy Flow 2.7050 l/T Len 158.0 Ftg 37.4 C= 120 Pt 366) 42.301 Pe 0.000 Pt 1.585 366 45.83 BL 54.0 0.00811 Total 195.4 306 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 346) 43.886 Pe 0.359 Pt 0.159 Total 19.5 346 45.83 RN 54.0 0.00811 Total Pressure at Node 306) 44.404 psi 325 45.00 4 Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 326) 42.502 Pe 0.000 Pt 0.144 326 45.00 CM2 250.8 0.01438 - Total 10.0 365 45.83 21/20 Eddy Flow -199.4 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 325) 42.646 Pe -0.359 Pt • 0.145 Total 19.5 325 45.00 RN 51.4 0.00740 345 45.83 2%" Eddy Flow 2.7050 . l/T Len 158.0 Ftg 37.4 c= 120 Pt 365) 42.431 Pe 0.000 Pf 1.447 Total 195.4 365 45.83 BL 51.4 0.00740 0 Copyright :2013 Sigma Development Group, Inc. Page 9 of 13 Flows Length ft Total (Pt) psi From ft Pipe ID Inside C Value Added,GPM Diameter Fittings Fitting ft Elev(Pe) psi Notes To Elev2 Type in Friction Loss Total 1 otal ft psi/ft Frict (Pf) psi 305 45.00 2%" Eddy Flow Len 0.81 C= 120 Pt 345) 43.878 2.7050 1 Ftg 18.7 Pe 0.359 j- 345 45.53 RN 51.4 0.00740 Pt 0.145 Total 19.5 Total Pressure at Node 305) 44.382 psi 324 45.00 4"EddyFtow 4.3100 - O Len 10.0 Ftg 0.0 C= 120 Pt 325) 42.646 Pe 0.000 pf 0.094 325 45.00 CM2 199.4 0.00941 Total 10.0 364 45.83 21/2" Eddy Flow -149.8 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00694 Pt 324) 42.740 Pe -0.359 pf 0.136 324 45.00 RN 49•71 Total 19.5 344 4523 2'/2" Eddy Flow 2.7050 lIT Len 158.0 Ftg 37.4 C 120 0.00694 Pt 364) 42.516 Pe 0.000 Pt 1.357 364 46.113 BL 49.7 Total 195.4 304 45.00 2h/z Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 344) 43.873 Pe 0.359 Pt 0.136 344 45.83 RN T 49.7 0.00694 Total 19.5 Total Pressure at Node 304) 44.368 psi 323 45.00 4" Eddy Flow 4.3100 0 Len 10.0 Hg 0.0 C=120 Pt 324) 42.740 Pe 0.000 pf. 0.055 324 4500 CM2 149.8 0.00554 10.0 4523 2'/a" Eddy Flow Total 363 -103.4 2.7050 1 Len 0.8 Ftg 18.7 C= 120 Pt 323) 42.795 Pe -0.359 Pt 0.120 323 45.00 RN 46.4 0.00613 Total 19.5 343 45.83 214" Eddy Flow 2.7050 T,2E!T Len 160.0 Ftg 56.2 C = 120 0.00613 Pt 363) 42.555 Pe 0.000 Pt 1.325 363 45.83 BL 46.4 Total 216.2 303 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18,7 C = 120 Pt 343) 43.880 Pe 0.359 Pt 0.120 343 45.83 RN 46.4 0.00613 Total 19.5 Total Pressure at Node 303) 44.359 psi 322 45.00 47 Eddy Flow 4.3100 0 Len 8.0 Ftg 0.0 C = 120 Pt 323) 42.795 Pe 0.000 Pt 0.022 323 45.00 CM2 103.4 0.00279 Total 8.0 362 45.83 2%" Eddy Flow -57,6' 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 322) 42.818 Pe -0.359 pf 0.117 322 45.00 RN 45.8 0.00598 [Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 10 of 13 CARLSBAD LOT 17 SYSTEM 3 Pipe Information (Remote Area 2) Flows Length ft Total (Pt) psi From Elevi Pipe ID Added GPM Inside Diameter Fittings C Value Notes Fitting ft Elev (Pe) psi Elev2 Type in Friction Loss To ft Total Total ft psi/ft Frict (Pf) psi 342 45.83 2%" Eddy Flow 2.7050 T,2EIT Len 162.0 Ftg 56.2 C = 120 Pt 362) 42,575 Pe 0.000 Pf 1.304 362 45.83 BL 45.8 0.00598 Total 218.2 302 45.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 342) 43.879 Pe 0.359 Pf 0.117 342 4583 RN 458 0.00598 Total 195 Total Pressure at Node 302) 44.355 psi 321 45.00 4 Eddy Flow 4.3100 0 Len 3.0 Ftg 0.0 C= 120 Pt 322) 42.818 Pe 0.000 Pf 0.003 322 45.00 CM2 57.6 0.00094 Total 3.0 361 45.83 2%" Eddy Flow 2.7050 E: Len 0.8 Ftg 94 c = 120 Pt 321) 42.820 Pe .0.359 Pf 0.093 321 45.00 RN 57.6 0.00913 Total 10.2 366 45.83 2W' Eddy Flow 2.7050 2E,EE/E Len 87.5 Ftg 32.8 C= 120 Pt 361) 42.554 Pe 0.000 N1.097 361 45.83 BL 57.6 0.00913 Total 120.3 359 45.83 2%" Eddy Flow -31.4 2.7050 TIT Len 8.0 Ftg 37.4 C = 120 Pt 360) 43.651 Pe 0.000 P1 0.097 360 -- 45.83 BL 26,2 0.00213 Total 454 340. 45.83 2%" Eddy Flow 2.7050 T Len 77.5 Ftg 18.7 C = 120 Pt 359) 43.748 Pe 0.000 Pf 0.205 • 359 -- 45.83 BL 26.2 0.00213 Total 96.2 300 45.00 2'/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 340) 43.953 Pe 0.359 Pf 0.042 • 340 -- 45.83 RN 26.2 0.00213 Total 19.5 301 45.00 6" Sch 10 6.3570 0 Len 8.0 Ftg 0.0 = 120 Pt 300) 44.354 Pe 0.000 Pf 0.000 300 45.00 CMI 26.2 0.00003 Total 8.0 Total Pressure at Node 301) 44.354 psi 341 4583 2%" Eddy Flow 2.7050 T Len 77.5 Ftg 18.7 C = 120 0.00297 Pt 360) 43.651 Pe 0.000 Pf 0.285 360 45.83 BL 31.4 Total 96.2 301 45.00 2W' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 341) 43.936 Pe 0.359 Pf 0.058 341 45.83 RN 31.4' 0.00297 Total 19.5 © 'Copyright 2013 Sigma Development Group, Inc. Page 11 of 13 CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) Fro GPM Diameter Fittings Fitting ft I Elev (Pe) psi Notes To EIev2 in Friction Los ft s Type Total Total ft psi/ft Frict (Pf) psi 302 45010 6" Sch 10 26.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00014 Pt 301) 44.354 Pe 0.000 pf 0.001 301 45.00 CM1 57.6 - Total 10.0 303 45.00 6" Sch 10 45.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 302) 44.356 Pe 0.000 Pt 0.004 302 45.00 CM1 103.4 0.00042 T otal 10.0 304 45.00 6" Sch 10 46.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 303) 44.360 Pe 0.000 Pt 0.008 303 45.01) CM1 149.8 0.00083 - Total 10.0 305 45.01) 6" Sch 10 49.7 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00142 Pt 304) 44.368 Pe 0.000 Pt 0.014 304 45.00 CMI 199.4 Total 10.0 306 45.01) 6" Sch IO 51.4 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 305) 44.382 Pe 0.000 Pt 0.022 305 45.01) CM1 250.8 0.00217 - Total 10.0 19 45.01) 6" Sch 10 54.0 6.3570 0 Len 8.0 Ftg 0.0 C 120 Pt 306) 44.404 Pe 0.000 Pt 0.025 306 45.01) CM1 304.9 0. 00311 To tal 8.0 Total Pressure at Node 19) 44.429 psi 4 11.01) 8" PVC CL200 Len 910.0 C=150 Pt 2) 81.665 7.6800 2EE Ftg 22.5 Pe 0.000 2 11.01) LU 60.1 0.00004 Pt 0.038 - Total 932.5 1 11.01) 8" PVC CL200 T,4EE, Len 895.0 C=150 Pt 4) 81.703 76800 GV/2E Ftg 139.0 Pe 0.000 -_______ Total 1,034.0 4 11.00 LU 60.1 0.00004 Pt 0.042 Total Pressure at Node 1) 81.744 psi 1 11.01) 8" PVC CL200 Len 5.01 C 150 Pt 2) 81.665 7.6800 0 Ftg 0.0 Pe 0.000 2 11.00 LU 1,517.4 Pt 0.080 T5T-j-;595 Total Pressure at Node 1) 81.745 psi 18 44.00 6" Sch 10 6.3570 E/I Len 98.0 Ftg 55.3 C =120 Pt 19) 44.429 Pe 0.433 Pt 9.968 19 45.00 FM 1,577.4 0.06502 Total 153.3 Id 44.00 8" Sch IO 8.2490 0 Len 231.0 Ftg 0.0 C=120 0.01828 Pt 18) 54.831 Pe 0.000 Pt 4.223 18 44.00 FM 1,577.4 otaI 231.0 0 Copyright 2013 Sigma Development Group, Inc. Page 12 of 13 OO" , Pipe Information ft m Elevi Flows Length C Value lT0thI (Pt) psi Pipe ID ft Added Inside I CARLSBAD LOT 17 SYSTEM 3 DashbmidHydrauffis Pipe Information (Remote Area 2) From Elevl ft Pipe ID Flows inside Length C Value Total (Pt) psi I Fitting ft L. Elev (Pe) psi Added GPM Diameter in Fittings Friction Loss psi/ft Notes Frict (Pt) PSI To Elev2 ft Type Total lTotal ft 7 1200 8 Sch10 8.2490 T,BV/E Len 320 Ftg 76,3 C 12 Pt 10) 59,054 Pe 13.856 Pt 1.981 10 44.00 FR 1,577.4 0.01828 Total 108.3 6 12.00 8" Sch 10 8.2490 0 Len 1.0 Ftg 0.0 c = 120 0.01828 Pt 7) 74.900 Pe 0.000 Pt 0.018 7 12.00 MA 1,577.4 r, .otaI 1,0 5 11.00 8'Sch10 . 8.2490 Err Len 4.0 Ftg 62.2 c= 120 0.01828 Pt 6) 74.918 Pe 0.433 Pf 1.211 6 12.00 MA 1,577.4 Total 66.2 2 11.00 8" PVC CL200 7.6800 T3E/GV ' ' Cv Len 125.0 Ftg 172.8 C= 150 Pt 5) 76.562 Pe 0.000 f 5.103 5 11.00 UN 1,577.4 0.0.1713 Total 297.8 Total Pressure at Node 2)81.665 psi • 0 -- 0.00 8" PVC CI-200 Len 95.0 81.745 4.75 PSI LOSS FOR DCDA SHOWN AS ELEVATION 7.6800 1 Ftg 43.8 Pe 4.763 11.00 UN 1,577.4 0.01713 Pt 2.379 Total 138.8 0 Copyright 2013 Sigma Development Group, Inc. . Page 13 of 13 From-To Type Pipe ID Fl OW ia 0.JTotal Length Fittings Friction Loss Static Loss Press From Press To e -- GPM in ft psi/ft psi psi psi ft/sec 01 iflJN 8PVCCL2001 J 15678 76800 1388 1 001694 476 8839 8128 109 1-2 LU 8" PVC CL200 1,508.1 7.6800 5.0 o 0.01577 0.00 81.28 81.20 104 4L2 LU 8" PVC CL200 59.7 7.6800 932.5 2EE 0.00004 0.00 81.20 81.23 1 0.4 1-4 LU 8" PVC CL200 59.7 7.6800 1,034.0 T,4EE,GV/2E 0.00004 0.00 81.28 81.23 0.4 2L5 UN rfVCCL200 1,567.8 7.6800 . 297.8 T,3E!GV,CV 0.01694 0.00 81.20 76.15 10.9 5-6 MA 8" Sch 10 1,567.8 8.2490 66.2 E!T 0.01807 0.43 7615 74.52 9.4 67 MA 81Sch10 15678 82490 10 0 001807 0.00,7450 7452 94 7-10 FR 8" Sch lO 1,567.8 8.2490 108.3 T,BV/E 0.01807 13.86 74.50 58.68 94 1018 FM 8 Sch 15678 82490 2310 0 001807 000 5868 5450 94 18-19 FM 6" Sch 10 1,567.8 6.3570 153.3 ElI 006428 0.43 54.50 4421 15.8 301 .300 CM - 6"Sch 101 27.1 6.3570 8.0 0 0.00004 0.00 44.13 44.13 I' 0.3 302-301 CMI 6" Sch 10 59.6 6.3570 10.0 0 0.00015 0.00 44.13 44.14 0.6 303'302 f CMI 6 &h 1-0: 1070 63570 100 0 000045 000 4414 4414 11 304-303 CMI 6" Sch lO , 155.1 6.3570 10.0 0 0.00089 0.00 44.14 44.15 1.6 305r304'jl CMI 6" SchlO 206:5 6.3570 10.0 0 0.00151 0.00 44.15 44.16 ' 2.1 306-305 CMI 6" Sch lO 259.7 6.3570 10.0 0 0.00231 000 44.16 44.19 26 19-306 CMI 6"Sch10; 1 315.6 6.3570 8.0 0 0.00331 0.00 44.19 44.21 3.2 19-307 CMI 6" Sch lO 1,252.2 6.3570 2.0 0.04241 0.00 4421 44.13 12.7 30730811 CM1 - 6" Sch lol H 1,193.9 6.3570 10.0 0 0.03883 0.00 44.13 43.74 121 308-309 CMI 6" Sch 10 1,136.9 6.3570 100 0 0.03547 000 4374 4339 115 309--310 ft;CMi 6" Sch lO, 1,079.4 6.3570 10.0 . 0' 0.03222 0.00 43.39 43.06 110.9 310-311 CM1 6" Sch lO 1,019.4 6.3570 10.0 0 0.02899 0.00 4306 42.77 103 3111312 4 CMI 68ch10 9550 63570 100 0 002570 000 4277 4252 97 312-313 CMI - 6" Sch 10 884.4 6.3570 10.0 0 0.02229 0.00 42.52 42.29 8.9 313314Jt CMI1 6Sch10 8057 6.3570 1, 100 0 001876 000 4229 4211 81 I 314-315 CMI 6" Sch lO 576.7 63570 10.0 0 001011 0.00 4211 4201 5.8 CMI 6Sch10 346.9 6.3570 10.0 0 0.00395 0.00 42.01 41.97 3.5 316-317 CMI 6" Sch lO 188.6 6.3570 10.0 0 0.00128 000 41.97 41.95 1.9 317318J[ CMI 6"Schl0 835 63570 100 0 000028 000 4195 4195 08 321-322 CM2 4" Eddy Flow 59.6 4.3100 3.0 0 0.00101 0.00 42.50 4250 1.3 I 22j323.f 4" 62-,' Flow 107.0 4.3100 8.0 ,0 0.00297 0.00 42.50 42.47 2.4 323-324 CM2 4" Eddy Flow 155.1 4.3100 100 0 0.00590 0.00 42.47 4241 34 324 32 'CM2-1 4"EddyFlow 206.5 4.3100 ' 10.0 0 0.61003 0.00 42.41 ,42.31 45 325-326 CM2 4" Eddy Flow 259.7 4.3100 10.0 0 0.01533 000 42.31 42.16 5.7 326 327 . CM2. 4"EddyFlow 315.6 4.3100 10.0 0 0.02199 0.00 42.16 '41.94 6.9 327-328 CM2 4"EddyFlow 373.9 4.3100 10.0 0 0.03008 0.00 41.94 41.64 8.2 328.329 [ CM2 4 Eddy Flo 4309 43100 100 0 003911 000 4164 4125 95 329-330 CM2 4" Eddy Flow 488.4 4.3100 10.0 0 0.04932 0.00 41.25 40.76 107 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 4 E,38800" One Line. Report DashbvardHydrauft CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) From To Type Pipe ID I Flow I Total I Dia I I I Length I I Fittings Friction' I Loss Static I Loss I Press I From Press I To Vel I GPM in ft psi/ft psi psi psi ft/sec 3303 331 CM2 4 EddyFlowl 5484 43100 100 0 006110 000 4076 4014 1.12A 331 -332 CM2 4" Eddy Flow 612.7 4.3100 10.0 0 0.07502 0.00 40.14 39.39 13.5 332 333 CM2 4"EddyFlow 6833 43100 100 0 009180 000 3939 3848 1150 333-334 CM2 4" Eddy Flow 762.1 4.3100 10.0 0 0.11231 0.00 38.48 37.35 16.8 33335 CM2 4"EddyF1ow1. 4826 43100 100 0 004824 000 3735 3687 106 335-336 CM2 4" Eddy Flow 206.4 4.3100 10.0 0 0.01002 0.00 36.87 36.77 45 30O 340J RN 2% Eddy 271 27050 195 1' 000227 036 4413 4373 15 301-341 RN 2W' Eddy Flow 32.5 2.7050 19.5 1 0.00316 0.36 44.13 43.71 1.8 RN . H .2% Eddy Fl . 47.4 2.7050 . 19.5 T 0,00637 0.36 , 44.14 43.65 2.6 303-343 RN 2W' Eddy Flow 48.1 2.7050 19.5 T 0.00654 0.36 44.14 43.65 2.7 3304344JRN2%"Eddyl 514 27050 195 T 000740 036 4415 4365 29 305-345 RN 2%" Eddy Flow 53.2 2.7050 19.5 T 0.00789 0.36 44.16 43.65 3.0 3046 RN 2W Eddy Flowt 559 27050 195 1 000865 036 4419 4366 31 307 7 347 RN 2%" Eddy Flow 58.3 2.7050 19.5 1 0.00933 0.36 44.13 43.59 3.3 ..... , 308 348 ' RN,: , 2%r'gddyFlowl 57.0. , '2.7050 , .. 19.5 .1' •' -. '0.00896 . 0.36 . . 43:74, ;43.21 32 309-349 RN , 2W' Eddy Flow 57.5 2.7050 19.5 1 0.00912 0.36 43.39 42.85 3.2 31 1350 RN 2% EddyFlow3 600 27050 195 1 000985 036 4306 4251 33 311 -351 RN 2W' Eddy Flow 64.3 2.7050 19.5 1 0.01121 0.36 42.77 42.20 3.6 RN .................................................. 2WEddyFlôw 706 27050 195 1 001332 036 4252 4190 39 3136353 RN 2%" Eddy Flow 78.7 2.7050 19.5 1 0.01628 , 0.36 42.29 r 41.62 4.4 3143541I' RN 2WEddyFkw 2290 27050 195 1 .......... 011738 036 4211 3945 128 315-355 RN 2%" Eddy Flow 229.9 2.7050 19.5 1 0.11823 0.36 42.01 39.34 12,8 p16f356''N 2%" Eddy Flow 158.2 2.7050 19,5 ' 1 0.05924 0.36 41;97 4045 88 . 317-357 RN 2%" Eddy Flow 105.2 2.7050 19.5 1 0.02783 0.36 41.95 41.05 5:9 318 358 2%EddyFlcwj 835 27050 195 1 001815 036 4195 4124 47 361-321 RN 2%" Eddy Flow 59.6 2.7050 10.2 E 0.00973 0.36 42.50 42.24 3.3 362 f 322 11 !R Eddy flôvi4 474 2:7050" 19.5 1 0 00637 036 42.50 , 42.26 1 2:'6 363 w 323 . RN 2%" Eddy Flow 48.1 2.7050 19.5 1 0.00654 0.36 42.47 42.24 2.7 364I 324 , F4 2%"E ddy Flow I 51.4 2.7050-:- 19.5 1 000740 0.36 4241 42.20 2.9 365-325 RN , 2W' Eddy Flow 53.2 2.7050 19,5 1 0.00789 0.36 42.31 42.11 3.0 366 326 RN 2%" Eddy Fkw 559 27050 19 5 1 000865 036 42 16 41.97 3.11 367-327 RN 2%" Eddy Flow 58.3 2.7050 19.5 1 0.00933 0.36 41.94 41.76 3.3 368 328 J RN 21/1" Eddy Flow 57.'0 2 7050 19.5 1 0;008961 0.36 41 64 41 46 1 3 2 369-329 ,RN 21/2 ' Eddy Flow 57.5 2.7050 19.5 T 0.00912 0.36 41.25 41.07 3.2 370 330 RN 2%" Eddy Flcw1 60.0 2 7050 19.5 1 '0,00985 0.36 4076 40.59+ 1 3.3 371 -331 RN 2%" Eddy Flow 64.3 2.7050 19.5 1 0.01121 0.36 40.14 40.00 3.6 372 332 l AN)"' 2%" Eddy Flow ' 706 27050 19.5 T 0.01332 036 39;39 39.29-119, 373-333 RN 2W' Eddy Flow 78.7 2.7050 19.5 1 0.01628 0.36 38.48 38.43 4.4 0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 4 CARLSBAD LOT 17 SYSTEM 3 (Remote Area 2) From To Type • Pipe ID Flow Dia I Total Length I Fittings Friction Loss Vel Static I Loss Press From I Press To • GPM in ftI psi/ft psi psi psi ft/sec 334 374 RN 2% Eddy Flow 2794 2.705'0 19.5 1 0 16967 0.36 37 35 33.68 15i6 335-375 RN 21/2 Eddy Flow 276.2 2.7050 19.5 T 0.16609 0.36 36.87 33.26 . 15.4 336 r 380 RN 2% Eddy Flow, 2064 23050, 19.6 T 0 09689 036 36 77 34 52 11.5 340-359 BL 21/2 Eddy Flow 27.1 2.7050 96.2 1 . 0.00227 0.00 43.73. 43.51 1.5 341 360 BL 2% Eddy Flow 32 5 2 7050 96 2 1 0 00316 0 00 43.71 43 41 1 8 359-360 BL 2%" Eddy Flow 27.1 2.7050 45.4 TIT 0.00227 0.00 43.51 43.41 1.5 60 361 BL 2% Eddy Flow 59.61 2.7050 120 3 2EEEIE 0 00973 000 43 41 42 24 3'3 342-362 BL 2W' Eddy Flow 47.4 2.7050 218.2 T,2EIT 0.00637 0.00 43.65 42.26 2.6 343 363 BL 2W Eddy Fhv 48.1 27050 2162 T,2E11 000654 000 43.65,42.24 2 344-364 BL 2%" Eddy Flow 51.4 2.7050 195.4 TIT 0.00740 0.00 43.65 42.20 2.9 345 365 BU 2% Eddy Flow 532 27050 1954 l/T 000189 000 4365 4211 j 30 346-366 BL 2%" Eddy Flow .55.9 2.7050 .195.4 l/T 0.00865 0.00 43.66 41.97 3.1 347 367 BL 2'I2 Eddy Flow 583 2.70.W 1954 TIT' 000933 000 4359 41 76 i 3,3 1 348-368 , BL 2%" Eddy Flow, 57.0 2.7050 195.4 l/T 0.00896 0.00 43.21 41.46 3.2 349-369 - BL 2%"EddyFiow 575 27050 1954 1(1 000912 000 4285 4107 32 350-370 BL 2%" Eddy Flow 60.0 2.7050 195.4 TIT 0.00985 0.00 42.51 40.59 3.3 351 371 BL 2%" Eddy Flow 643 2 7050 195 4 l/T 0 01121 000 42 20 40"00 36 352-372 BL 2%" Eddy Flow 70.6 2.7050 195.4 l/T 0.01332 0.00 41.90 39.29 3.9 353373 8L 2'% Eddy Flow 787 27050 1954 l/T 001628 000 4162 3843 44 356 -376 8L 21/," Eddy Flow 158.2 2.7050 104.7 1/0 0.05924 0.00 40.45 34.24 8.8 357 377 BL 2%" Eddy Flow 1052 27050k 1047 110 002783 000 4105 3814 59 358-378 BL 2%" Eddy Flow 83.5 2.7050 125.4 T,2E10 0.01815 0.00 41.24 38.96 4.7 377-376 1 BL 2W'EddyF1ow 3 1886 27050 474 l/T 008202 000 3424 3814 1105 378-377 BL VA" Eddy Flow 83.5 2.7050 45.4 1/1 0.01815 0.00 38.14 38.96 4.7 354388 BL 21/2 Eddy Flow 2290 27050 1190 1 0141738 000 3945 2549 128 388-389 BL 2W Eddy Flow 101.7 2.7050 10.0 0.02618 0.00 25.49 25.23 5.7 390 389 BL 2Yz Ed" dyFlqw/ 248 27050 100 000193 000 2523 2525 14 391 -390 BL 2%" Eddy Flow 151.4 2.7050 10.0 0.05463 0.00 25.25 25.79 8.5 374 391 BL 2%" Eddy Flow 2794 27050 465 T 016967 000 2579 3368 156 355-392 81- 2"A" Eddy Flow 229.9 2.7050 119.0 1 0.11823 0.00 39.34 25.27 12.8 392 393 BL 2% Eddy Flow 10$ 2 27050 100 0 02687 0 00 25 27 25 00 1 5 394-393 BL 2%" Eddy Flow :22.8 • 2.7050 10.0 0.00165 0.00 25.00 25.02 . 1.3 395 394 BL 2% Eddy Flow, 1489 2 7050 100 0 05292 000 2502 25'55 8.3 375-395 SL 2%" Eddy. Flow 276.2 2.7050 46.5 1 0.16609 0.00 25.55 33.26 15.4 378 396 BL 2%" Eddy Fkw/ 346 9 2 7050 133 0 025311 000 34 24 30.89 194 396-397 BL 2%" Eddy Flow 206.8 2.7050 10.0 0.09723 0.00 30.89 29.92 11.5 397 398 BL 2% Eddy Flw 690 2 7050 100 001275 000 2992 2979 3 9 399-398 BL 2%" Eddy Flow 68.6 2.7050 10.0 0.01262 0.00 29.79 29.92 3.8 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 4 XT CARLSBAD LOT 17 SYSTEM 3 One Line Report (Remote Area 2) Er0mTo Type Pipe ID Fl • OW D ia Total Length Press Fittings Friction Loss Static Loss Press From To e GPM in ft psi/ft psi psi psi ft/sec 38O399 BL 2hEddyF 2O6427050 * 475 T 009689 0002992 3452 H15 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 4 From-To Type Pipe ID Fl . ia Total Length Fittings Friction Loss Static Loss Press From Press i To e GPM in ft psi/ft psi psi psi ] fUsec 0-1 UN 8" PVC CL200 1520.5 7.6800 138.8 1 0.01601 4.76 8614 79.75 10.5 1 -2 LU 8" PVC CL200 1,462.6 7.6800 5.0 0 0.01490 0.00 79.75 79.67 10.1 4-2 Lii 8 PVC CL200. 57.9 7.6800 932.5 2EE 0.00004 0.00 79.68 79.71 0.4 1 -4 LU 8" PVC CL200 57.9 7.6800 1,0340 T,4EE,GV/2E 0.00004 000 79.75 79.71 0.4 2-5 UN 8 PVC CL200 1,5205 7.6800 297.8 T,3E1GV,CV 0.01601 0.00 79.67 74.91 10.5 5-6 MA 8' Sch lO 1,520.5 8.2490 66.2 ElI 001708 0.43 74.91 73.34 9.1 67 MA 8" Sch lO 1,520.5 8.2490 . 1.0 0 0:01708 0.00 73.33 73.34 9.1 7-10 FR 8" Sch 10 1,5205 8.2490 108.3 T,BV/E 0.01708 13.86 73.33 57.61 9.1 10-18 FM 8" 8th 10 1,520.5 8.2490 231.0 0 0.01708 0.00 57.61 53.66 9.1 18-19 FM 6" Sch 10 1,520.5 6.3570 153.3 ElI 0.06074 0.43 53.66 43.92 15.4 301 NO CM1 . 6' Sch 10 27.2 6.3570 8.0 0 0.00004 0.00 43.84 43.84 , 0:3 302-301 CM1 6" Sch 10 59.8 6.3570 10.0 0 0.00015 0.00 4384 43.84 0.6 30-302 CMI 6" Sch IO 107.4 6.3570' 10.0 0 0.00045 0.00 43.84 43.85 1.1 304-303 CM1 6" Sch lO , 155.6 6.3570 10.0 0 0.00090 0.00 43.85 43.85 1.6 305-304 CMI 6" Sch 10 207.2 6.3570 10.0 1 .0 0.00152 - 0.00 . 43.85 43.87 2.1 306-305 CMI 6" Sch 10 2606 6,3570 10.0 0 0.00232 0.00 43.87 43.89 2.6 19-306 CMI 6" Sch l0 316.7 6.3570 8.0 0 000333 0.00 43.89 43.92 3,2 19-307 CMI 6" Sch 10 1,2038 6.3570 2.0 0.03943 0.00 43.92 43.84 12.2 307-308 CMI 6" Sch 1,145.2 6.3570 10.0 0 0.03595 0.00 43.84 43.48 11.6 308-309 CMI 6" Sch 10 10874 6.3570 10.0 0 0.03267 0.00 43.48 43.15 11.0 309.310 CMI . 6" Sch 10 1,028.7 6.3570 10.0 0 0.02948 0.00 43.15 42.86 10.4 310-311 CM1 6" Sch 10 967.1 6.3570 10.0 0 0.02630 0.00 42.86 42.59 9.8 311 .312 CM1 6" Sch l0 . 900.7 6.3570 10.0 0 0.02306 0.00 42.59 42.36 9.1 312-313 CMI 6" Sch 10 827.8 63570 10.0 0 0.01972 0.00 42.36 42.17 8.4 313314 6" Sch 589.3 6.3570.. 10.0 0 0.01052 0.00 42.17 42.06 6.0 . 314-315 CMI 6" Sch 10 350.4 6.3570 10.0 0 0.00402 0.00 42.06 42.02 3.5 315-316 CMI 6" Sch 10 111.5 6.3570 10.0 0 0.00048 0.00 42.02 1'42.02 . 316 -317 CMI 6" Sch 10 60.6 6.3570 100 0 0.00016 0.00 42.02 42.02 0.6 317 7 318 It ., CMI 6Sch10 26.8 6.3570 10.0 0 0.00003 0.00 42.02 42.02 03 321 -322 CM2 4' Eddy Flow 59.8 4.3100 3.0 0 0.00101 0.00 42.19 42.19 1.3 32323 d CM2 4" Eddy Flow 107.4 4.3100 8.0 0 .0.00299 0.00 42.19 ,42.17 2.4 . 323-324 CM2 4" Eddy Flow 155.6 4.3100 10.0 0 0.00594 0.00 42.17 42.11 3.4 324-325 CM2 4" Eddy Flow 207.2 4.3100 10.0 0 0.01009 0.00 42.11 42.01 i j 4.6 325-326 CM2 4" Eddy Flow 2606 4.3100 10.0 0 0.01543 0.00 42.01 41.85 5.7 326327 , CM2 4" Eddy Flow, . 3167 4.3100 10.0 0 0.02213 0.00 41.85 41.63 . 1,7,0 327-328 CM2 4' Eddy Flow 375.3 4.3100 10.0 0 0.03029 0.00 41.63 41.33 8.3 328 329 CM2 ' 4" Eddy Flow 433.1 4.3100 10.0 - 0 0.03948 0.00 41.33 40,93 9.5 329-330 CM2 4''EddyFlow 491.8 4.3100 10.0 0 0.04995 0.00 40.93 40.43 10.8 © Copyright 2013 Sigma Development Group, Inc. Page 1 of 4 CARLSBAD LOT 17 SYSTEM 3 Dashboard Hyd,auJk One Line Report (Remote Area 1) mToType Er Pipe ID I Fl I OW D a Total Length Fithngs Friction Loss Static Loss Press From Press J_9PM in Toe _____________ ft psi/ft psi - psi psi ft/sec 330 3314 CM2 4EddyFlow 5534 43100 AU 0 006214 000 4043 3981 1 1,22 331-332 CM2 4 Eddy Flow 619.8 4.3100 10.0 0 0.07662 0.00 39.81 39.04 13.6 332 333 CM2 4"EddyFlowI 6927 43100 1.0.0 0 009415 000 3905 3810 H52 333-334 CM2 4 Eddy Flow. 4230 43100 100 0 003780 000 3810 3772 93 334k 6142 4'EddyFlowj 1556 43100 100 0 000594 000 3773 3767 i 34 336-335 CM2 4 Eddy Flow 1115 43100 100 0 000321 000 3767 3770 25 300 340 RN 2%.Eddy nov1 :27-2, .2-7050 19.5 T 0,00228 0.36 43.84 4343 1 t5 301-341 RN 2%" Eddy Flow. 32.6 2.7050 19.5 T 0.00318 0.36 43.84 43.42 1.8 302 F342t RN 2% Eddy Flow 476 27050 195 T 000642 036 434 4336 2 .303-343 RN 2'/a" Eddy Flow, 48.2 2.7050 19.5 T 0.00658 0.36 43.85 43.36 2.7 304344 RN 21N'EddyFlW 4 516 27050 195 T 000745 036 4385 4335 29 305-345 RN 2W' Eddy Flow 534 2.7050 19.5 T 0.00795 0.36 43.87 43.35 3.0 306 346 4 RN 21/2" Eddy Flow 56A 2.7050 19.5 T 0.00870 0 89 43.36 3 307-347 RN 2%" Eddy Flow, 58.6 2.7050 19.5 1 0.00942 0.36 43.84 43.30 3.3 308 348 RN 2% Eddy Flow) .57 .8 2.7060 19.5 T 0.00918 0.36 4348 42 94 3 2 309-349 RN 2W' Eddy Flow 58.7 2.7050 19.5 1 0.00947 0.36 43.15 42.61 3.3 , 310350 f lN 2W Eddy Flo 61'6 2.7050 195 1 0.01035 036 4286 42.30 34 311-351 RN 2%" Eddy Flow 66.4 2.7050 19.5 T 0.01187 0.36 42.60 42.00 3.7 3T352J1 RN 2%"EddyPov 730 27050 195 1 001416 036 4237 4173 41 313-353 RN 2'h" Eddy Flow 238.4 2.7050 19.5 1 0.12651 0.36 42.17 39.33 13.3 314;354 RNI 2W' Eddy tow, j 2389 .,• 27050 - -•. 195 . T i 012702 036 42.06,3922 1133 315-355 RN 2%" Eddy Flow 238.9 2.7050 19.5 1 0.12697 0.36 42.02 39.18 13.3 316 }. 356 RN 21%" Eddy Flow 1 50.9 2.7050 19.5 1 0 00726 0.36 42 02 41,52 2.8 317-357 RN 2W' Eddy Flow 33.8 2.7050 19.5 1 0.00341 0.36 42.02 41.59 1.9 - t3l8358 RN 2147EddyFlow - •-. - 26827050 .-- - 195 T - 000222 036 4202 4161 15 361-321, RN 21Y Eddy Flow 598 27050 102 E 000979 036 4219 4193 33 362322 l RN . 2W' Eddy Flow, 476 27050 195 1 000642 036 4219 4196 1 27 363-323 RN 2W' Eddy Flow 48.2 2.7050 19.5 1 0.00658 0.36 42.17 41.93 2.7 324 RN 2% Eddy Flovd 51 6 2 7050 19 5 1 0 00745 0 36 42 11 41 89 2.9 365-325 RN 2'/3" Eddy Flow 53.4 2.7050 19.5 1 0.00795 0.36 42.01 41.80 3.0 J366t326 j RN 2W'EddyFlow1 561 27050 195 1 000870 036 4185 4166 31 367-327 RN TA" Eddy Flow 58.6 2.7050 19.5 1 0.00942 0.36 41.63 41.45 3.3 3681 328 1[RN 2W' Eddy Flow, 578 27050 195 1 000918 036 - 4133 4115 32 369-329 RN 2%" Eddy Flow 58 .7 , 2.7050 19.5 1 0.00947 0.36 40.93 40.76. 3.8 370 I. 330 RN 2%" Eddy Flow 1 61.6 2.1050 19.5 1 0,01035 .-----r 0.36 ..- 4043 ----- • 4028 34 371-331 RN 21/2 ' Eddy Flow. 66.4 2.7050 19.5 1 0.01187 0.36 39.81 39.68 3.7 lL :372332 RN 2WEddyFlov 730 27050 195 0d1416 036 3905 3896 333-373 RN 2%" Eddy Flow 269.7 2.7050 19.5 1 0.15891 0.36 38.10 34.64 15.1 © Copyright :2013 Sigma Development Group, Inc. . Page 2 of 4 d 8OO CARLSBAD LOT 17 SYSTEM 3 Dash draulling One Line Report (Remote Area l) board fly Flow' I Total I Friction 1 Static I Press Press EromTo Type Pipe ID I Dia I I L.ength Fittings Loss I Loss J From To Vel GPM in psi/ft psi psi psi ft/sec ] 334 374 RN 2%' Eddy Flow 267 4 2 7050 19 5 1 - 0 15641 0 36 3732- 34 31 1'147 9 335-375 RN 2'fl Eddy Flow 267.1 2.7050 .19.5 T 0.15610 0.36 37.67 34.25 14.9 336 1380 RN 21/z" Eddy Flov i 1115 27050 195 T 003100 036 3770 3794 62 340-359 BL 2W' Eddy Flow 27.2 2.7050 96.2 1 0.00228 0.00 43.43 43.21 1.5 341 360 214 Eddy Flow 32 6 2 7050 96 .2, 1 0.0031'8 000 43 42 43.11 1.8 359-360 BL 2%" Eddy Flow 27.2 2.7050 45.4 TIT 0.00228 0.00 43.21 43.11 1.5 360-361 BL 2% EddyFlo 598 27050 1203 2E,EEIE 000979 000 4311 4193 33 342-362 BL 21/a" Eddy Flow 47.6 2.7050 218.2 T,2E!T 0.00642 0.00 43.36 41.96 2.7 '34?$3 L . 2%" Eddy Flov 462 2 7050 216 2 T,2EIT 0 00658 0 00 4336 41 93 27 344-364 BL 2'/a" Eddy Flow 51.6 2.7050 195.4 lIT 0.00745 0.00 43.35 41.89 2.9 , 34j. 365 VA!'-Eddy;FIo 34 2 7050 195.4 lIT 0 00795 0.00 :43'35 t 41.80 30 346-366 BL 2'/z" Eddy Flow 56.1 2.7050 195.4 lIT 0.00870 0.00 43.36 41.66 3.1 ........ 367 BL ,347 . . fri . 2'4" Eddy FloW 586 ..... 2.7050 . 1954 .. TIT- 0.00942 . 0 00 - . 4130 41.45 3.3 348-368 BL 2W' Eddy Flow 57.8 2.7050 195.4 TIE 0.00918 0.00 42.94 41.15 3.2 BL 214 Eddy FIoW 58 7 2 7050 195 4 1(1 0.00947 0.00 42.'61 40.76. 3.3 i369, 350-370 BL 2W' Eddy Flow 61.6 2.7050 195.4 TIT 0.01035 0.00 42.30 40.28 3.4 351 -.71 ii RI. 2WEddyF14 664 7050 1954 TIE 0 01187 0.00 4200 39 68 3 1 352-372 . SL 2W Eddy FIow 73.0 2.7050 195.4 . lIT 0.01416 0.00 .41.73 38.96 4.1 3563761 EL 2%UEddyFl?vfl 509 27050 1047 110 000726 000 4152 4076 28 357-377 BL 2%" Eddy Flow 33.8 2.7050 104.7 110 . 0.00341 0.00 41.59 41.23 1.9 358-378 BL "Eddy Flo 268 27050 1254 T2EJO 000222 000 4161 4133 15 377-376 BL 2%" Eddy Flow 60.6 2.7050 47.4 lIT 0.01005 0.00 40.76 41.23 3.4 , 377 ,378 BL 2W Eddy Fl 26.8 2.7050 454 TIT 0 00222 0 00 41 23 4i.33 1 5 376-380 BL 2W' Eddy Flow 111.5 2.7050 90.7 0/1 0.03100 0.00 40.76 37.94 6.2 ~384 214 EddyFlv 2384 27050 1092 1 01251 000 3933 2552 133 384-385 BL 2%" Eddy Flow 111.1 2.7050 10.0 0.03082 0.00 25.52 25.21 6.2 386385 8L1 2%"EddyFlovi 154 27050 100 000080 000 2521 2522 09 387 7 386 BL 2%' Eddy Flow 142.0 2.7050 10.0 0.04847 0.00 25.22 25.70 7.9 387 BL 2% EddyFtqwj 2697 27050 562 T 015891 000 25,70, 3464 151 354-388 BL 2%" Eddy Flow 238.9 2.7050 109.2 1 0.12702 0.00 39.22 25.35 13.3 388389 BL 2WEddyF164 1121 27050 100 003130 000 2535 j2503 63 390-389 BL 2W' Eddy Flow 14.0 2.7050 10.0 0.00067 0.00 25.03 25.04 0.8 t39i390 2'h"EddyFlow t 1401 27050 ..... 100 004732 000 2504 2551 78 374-391. BL 2'/a" Eddy Flow 267.4 2.7050 56.2 1 0.15641 . 0.00 25.51 34.31 14.9 355 392,"1 BL 2'h" Eddy Flo 238.9 2 7050 109 2 1 0 12697 :0.00 39 18 25 31 1.13 3 392-393 BL 2%" Eddy Flow 112.1 2.7050 10.0 0.03132 0.00 25.31 25.00 6.3 394r393 j BL 2%" Eddy Flo 139 Z7050. 100 000066 0.00 25.00 25.01 J1 0.8 1 395-394 BL 2%" Eddy Flow. 139.9 2.7050 10.0 0.04719 0.00 25.01 25.48 7.8 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 4 From To Type Pipe ID Flow Dia Total Length Fittings Friction Loss Static Loss Press From Press To Vel GPM in ft psi/ft psi psi psi ft/sec 3753954 BL 2%EddyFIv 2671 27050 562 1 015510 000 2548 3425 149 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 4 1DashboHydrauIIG Hydraulics Summary Sheet Project Information Calculation Date: 10/20/2017 10:08:29 AM CARLSBAD LOT 17 MEZZANINE system ID drawing ref 2 OF 2 building 2856 WHIPTAIL LOOP construction CARLSBAD CA occupancy contract # authority Hydraulics Criteria density .20 GPM/ft2 system type WET design std NFPA 13 remote area 1500 ft2 hazard ORD GRP II spr coverage 130 ft2 sprs flowing 16 figure calc'd volume 6,802.2 gal curve Tef static pressure 91.80 psi residual pressure 70.20 psi quantity flowing 8,000.0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE Contractor Information - EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email EPICFIRE@COX.NET Sprinklers in Remote FNo. Mfgr Mod SIN# Size K 16 I VIKING I G I VK202 1 3/4" 1 8.0- 140 supply, uernanarapn 91.58 psi available at Sprinkler Demand of 86.75 psi with - 120 Total System Flow of 677.7 GPM Margin: +5.3% 100 40 20 01 I1 1 I 0100 200 300 400 Demand at sprinkler and interior hose flows © Copyright 2013 Sigma Development Group, Inc. N185 677.7 GPM 500 600 700 800 Water Flow (GPM) Total System Demand including Hose Flows at Zero Page 1 of 12 Aof Supply Analysis CARLSBAD LOT 17 MEZZANINE Sprinkler Flow: 427.6 GPM Additional Flows: None Hose Flow at Zero: 250.0 GPM Total System Flow: 677.7 GPM Maximum velocity in pipe 400 - 401 is 23.9 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 425 28.3 Sprinkler 8.00 25.50 10.16 25.50 423 28.3 Sprinkler 8.00 25.50 10.18 25.52 421 28.3 Sprinkler 8.00 25.50 10.24 25.60 419 28.3 Sprinkler 8.00 25.50 10.37 25.76 417 28.3 Sprinkler 8.00 25.50 10.60 26.04 415 28.3 Sprinkler 8.00 25.50 10.94 26.46 424 28.3 1 Sprinkler 8.00 25.50 11.07 26.61 422 28.3 Sprinkler 8.00 25.50 11.08 26.63 420 28.3 Sprinkler 8.00 25.50 11.15 26.72 418 28.3 Sprinkler 8.00 1 25.50 11.29 26.89 413 28.3 Sprinkler 8.00 25.50 11.34 26.94 416 28.3 Sprinkler 8.00 25.50 11.54 27,17 414 28.3 Sprinkler 8.00 25.50 11.84 27.53 411 28.3 1 Sprinkler 8.00 25.50 11.87 27.57 412 28.3 Sprinkler 8.00 25.50 12.27 1 28.03 410 28.3 Sprinkler 8.00 25.50 12.85 28.68 0 0.0 Hose@Zero 86.75 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of 12 7oo Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevi Pipe ID Flows [Length ft I l CValue TTotal (Pt) psi F ft Added GPM Inside Diameter Fittings I Notes I Fitting ft I I Elev (Pe) psi I To EIev2 Type in IFriction Loss Total JTotal ft[ psi/ft 1Ft() psi 423 28.25 2%" Eddy Flow 2.7050 0 Len 8.5 Ftg 0.0 c = 120 Pt 425) 10.160 Pe 0.000 Pf 0.017 425 28.25 BN 25.5 0.00202 Total 8.5 421 28.25 2%" Eddy Flow 25.5 2.7050 0 Len 8,5 Ftg 0.0 C=120 0.00730 Pt 423) 10.177 Pe 0.000 Pf 0.062 423 28.25 BN 51.0 Total 8.5 419 28.25 21/2 Eddy Flow 25.6 2.7050 0 Len 8.5 = 120 Pt 421) 10.239 1 Pe 0.000 Pf 0.132 421 28.25 BN 76.6 0.01549 417 28.25 21/2' Eddy Flow 25.8 2.7050 0 Len 8.5 Ftg 0.0 c = 120 Pt 419) 10.371 Pe 0.000 Pf 0.225 419 28.25 BN 102.4 0.02648 Total 8.5 415 28.25 21/2" Eddy Flow 26.0 2.7050 0 Len 8,5 Ftg 0.0 c = 120 Pt 417) 10.596 Pe 0.000 Pf 0.342 417 28.25 BN 128.4 0.04027 Total 8.5 413 28.25 2%" Eddy Flow 26.5 2.7050 0 Len 7.0 Ftg 0.0 c = 120 Pt 415) 10.939 Pe 0.000 Pf 0.399 415 28.25 BN 154.9 0.05696 Total 7.0 411 28.25 2%" Eddy Flow 26,9 2.7050 0 Len 7.0 Ftg 0.0 c = 120 0.07662 Pt 413) 11.337 Pe 0.000 P1 0.536 413 28.25 BN 181.8 403 28.25 2W' Eddy Flow 27.6 2.7050 T,5E Len 75.0 Ftg 65.5 C = 120 0.09949 Pt 411) 11.874 Pe 0.000 P1 13.979 411 28.25 BN 209.4 Total 140.5 1 Total Pressure at Node 403) 25.853 psi 422 28.25 2%" Eddy Flow 2.7050 0 Len 8.5 Ftg 0.0 c = 120 Pt 424) 11.066 Pe 0.000 PI 0.019 424 28.25 BN 26.6 0.00219 Total 8.5 420 28.25 2%" Eddy Flow 26,6 2.7050 0 Len 8.5 Ftg 0.0 = 120 Pt 422) 11.084 Pe 0.000 Pf 0.067 422 28.25 BN 53.2 0.00790 Total 8.5 418 28.25 2%" Eddy Flow 26.7 2.7050 0 Len 8.5 Ftg 0.0 C = 120 0.01676 Pt 420) 11.152 Pe 0.000 P1 0.142 420 28.25 BN 80.0 Total 8.5 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 12 88OO'" Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevl ft Pipe ID Flows Added Inside Length ft I C Value I I Total (Pt) psi I GPM Diameter in ft Friction Loss I Fittings Fitting ft I Elev (Pe) psi I Notes To Elev2 Type I psi/ft Total Total ft Frict (Pt) psi 416 28.25 214 Eddy Flow 26.9 2.7050 0 Len 8.5 Ftg 0.0 c = 120 0.02866 Pt 418) 11.294 Pe 0.000 P1 0.244 418 28.25 BN 106.9 Total 8.5 414 28.25 21/zO Eddy Flow 27.2 2.7050 0 Len 7.0 Ftg 0.0 c = 120 Pt 416) 11.538 Pe 0.000 P1 0.305 416 28.25 BN 134.0 0.04358 Total 7.0 412 28.25 21/2" Eddy Flow 27.5 2.7050 0 Len 7.0 Ftg 0.0 c = 120 0.06157 Pt 414) 11.843 Pe 0.000 pf 0.431 414 28.25 BN 161.6 Total 7.0 410 28.25 2'/" Eddy Flow 28.0 2.7050 0 Len 7.0 Ftg 0.0 = 120 0.08278 Pt 412) 12.274 Pe 0.000 P1 0.579 412 28.25 BN 189.6 402 28.25 2Y Eddy Flow 28.7 2.7050 T,5E Len 68.0 Ftg 65.5 C = 120 Pt 410) 12.853 Pa 0.000 P1 14.343 410 28.25 BN 218.3 0.10743 Total 133.5 Total Pressure at Node 402) 27.196 psi 94 45.75 2W' Eddy Flow 2.7050 1 Len 87.5 Ftg 18.7 c = 120 0.08211 Pt 400) 53.984 Pe 0.000 P1 8.722 400 45.75 BL 188.8 Total 106.2 54 45.00 21/20 Eddy Flow 2.7050 T Len 0,8 Ftg 18.7 c = 120 Pt 94) 62.705 Pe 0.325 P1 1.599 94 45.75 RN 188.8 0.08211 Total 19.5 53 45.00 40 Eddy Flow 4.3100 Len 8.0 Ftg 0.0 c = 120 0.00849 Pt 54) 64.629 Pe 0.000 P1 0.068 Total 8.0 54 45.00 CM2 188.8 Total Pressure at Node 53) 64.697 psi 74 45.75 2%" Eddy Flow 2.7050 1 Len 40.0 Ftg 18,7 C = 120 Pt 400) 53.984 Pe 0.000 P1 7.456 400 45.75 BL 238.9 0.12697 Total 58.7 34 45.00 21/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 74) 61.439 Pe 0.325 Pf 2.472 74 45.75 RN 238.9 0.12697 Total 19.5 33 45.00 40 Eddy Flow 4.3100 0 Len 8.0 Ftg 0.0 = 120 Pt 34) 64.236 Pe 0.000 P1 0.105 34 45.00 CM1 238.9 0.01314 Total 8.0 0 Copyright 2013 Sigma Development Group, Inc. Page 4 of 12 %mvoa- Dastibmid Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevi ft Pipe ID Flows Added Inside Length ft 1 c Value 1 Total (Pt) psi Fitting ft I I Elev (Pe) psi I GPM Diameter in IFriction Loss I ft Fittings I psi/ft Notes To Elev2 Type Total Total ft j Frict (Pt) psi 73 45.75 2%" Eddy Flow -215.4 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00174 Pt 33) 64.341 Pe -0.325 Pf 0.034 33 45.00 RN 23.5 Total 19.5 93 45.75 2'/" Eddy Flow 2.7050 TIT Len 127.5 Ftg 37.4 C = 120 Pt 73) 64.050 Pe 0.000 Pf 0.288 73 45.75 BL 23.5 0.00174 Total 164.9 53 45.00 21/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18,7 c = 120 Pt 93) 64.338 Pe 0.325 Pf 0.034 93 45.75 RN 23.5 0.00174 Total 19.5 52 45.00 4" Eddy Flow 188.8 4.3100 Len 8.0 Ftg 0.0 120 0.01056 Pt 53) 64.697 Pe 0.000 Pf 0.084 53 45.00 CM2 212.3 Total 8.0 Total Pressure at Node 52) 64.781 psi -- 32 45.00 4" Eddy Flow 4.3100 0 Len 8.0 Ftg 0.0 c = 120 0.01084 Pt 33) 64.341 Pe 0.000 Pf 0.087 33 45.00 CMI 215.4 Total 8.0 72 45.75 2%" Eddy Flow -191.9 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 32) 64.428 Pe -0.325 Pf 0.034 32 45.00 RN 23.4 0.00173 Total 19.5 92 45.75 2%" Eddy Flow 2.7050 TIT Len 127.5 Ftg 37.4 C = 120 0.00173 Pt 72) 64.137 Pe 0.000 Pf 0.286 72 45.75 BL 23.4 52 45.00 21/afl Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 92) 64.422 Pe 0.325 Pf 0.034 92 45.75 RN 23.4 0.00173 Total 19.5 51 45.00 4" Eddy Flow 212.3 4.3100 Len 8.0 Ftg 0.0 C = 120 0.01282 Pt 52) 64.781 Pe 0.000 Pf 0.103 Total 8.0 52 45.00 CM2 235.7 91 45.75 21/2" Eddy Flow -213.5 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 51) 64.884 Pe -0.325 Pf 0.030 51 45.00 RN 22.2 0.00156 Total 19.5 71 45.75 21/2' Eddy Flow 2.7050 TIT Len 191.5 Ftg 37.4 C= 120 Pt 91) 64.589 Pe 0.000 Pf 0.358 91 45.75 BL 22.2 10.00156 Total 228.9 0 Copyright 2013 Sigma Development Group, Inc. Page 5 of 12 8O O'" Dashboard Pipe Information Hydraullcc CARLSBAD LOT 17 MEZZANINE From Elevi Pipe ID Flows Length ft f C Value TTotal (Pt) psi ft Added GPM Inside Diameter Fittings I I Notes Fitting ft I Elev (Pe) psi To EIev2 Type in 'Friction Los Total Total ft psi/ft J Frict (Pt) psi 31 45.00 2h/2 Eddy Flow 2.7050 T [Len 0.81 Ftg 18.7 C= 120 - Pt 71) 64.947 Pe 0.325 Pf 0.030 71 45.75 RN 22.2 0.00156 Total 19.5 Total Pressure at Node 31) 65.303 psi 50 45.00 4" Eddy Flow 4.3100 Len 8.0 Ftg 0.0 c = 120 Pt 51) 64.884 Fe 0.000 Pf 0.085 51 45.00 CM2 213.5 0.01067 Total 8.0 90 45.75 2h/2 Eddy Flow -193.5 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 50) 64.969 Pe -0.325 Pt 0.025 50 45.00 RN 20.0 0.00129 Total 19.5 70 45.75 2'/2' Eddy Flow 2.7050 TIT Len 191.5 Ftg 37.4 C = 120 0.00129 Pt 90) 64.669 Pe 0.000 Pf 0.296 90 45.75 BL 20.0 Total 228.9 30 45.00 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 70) 64.966 Pe 0,325 Pt 0.025 70 45.75 RN 20.0 0.00129 Total 19.5 Total Pressure at Node 30) 65.316 psi 49 45.00 40 Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 0.00890 Pt 50) 64.969 Fe 0.000 Pt 0.089 50 45.00 CM2 193.5 Total 10.0 89 45.75 21/20 Eddy Flow -175.8 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 49) 65.058 Pe -0.325 Pt 0.020 49 45.00 RN 17.7 0.00103 Total 19.5 69 45.75 21/20 Eddy Flow 2.7050 TIT Len 191.5 Ftg 37.4 C = 120 Pt 89) 64.753 Fe 0.000 Pt 0.237 89 45.75 BL 17.7 0.00103 Total 228.9 29 45.00 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 69) 64.990 Pe 0.325 Pt 0.020 69 45.75 RN 17.7 0.00103 Total 19.5 Total Pressure at Node 29) 65.335 psi 48 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 Pt 49) 65.058 Pe 0.000 Pt 0.074 49 45.00 CM2 175.8 0.00745 Total 10.0 88 45.75 2%0 Eddy Flow -155.1 2.7050 1 Len 0.8 Ftg 18.7 C =120 0.00137 Pt 48) 65.132 Pe -0.325 Pf 0.027 48 45.00 RN 20.6 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of 12 088 ~-'OO'" Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevi Pipe ID T Flows T I Inside Length ft 1 C Value 1 Total (Pt) DS I ft Added GPM I Diameter Fittings I I Notes Fitting ft Elev (Pe) psi I To EIev2 Type Friction Loss J Total - Total ft psi/ft Frict (Pt) psi 68 45.75 2%" Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 c = 120 Pt 88) 64.834 Pe 0.000 P1 0.422 88 45.75 BL 20.6 0.00137 TOtal 308.9 28 45.00 2h/z Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00137 Pt 68) 65.257 Pe 0.325 P1 0.027 68 45.75 RN 20.6 Total 19.5 Total Pressure at Node 28) 65.608 psi 47 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 = 120 Pt 48) 65.132 Pe 0.000 P1 0.059 48 45.00 CM2 155.1 0.00591 Total 10.0 87 45.75 2%" Eddy Flow -135.3 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 47) 65.191 Fe -0.325 P1 0.025 47 45.00 RN 19.8 0.00127 Total 19.5 67 45.75 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 0.00127 Pt 87) 64.891 Pe 0.000 P1 0.392 87 45.75 BL 19.8 Total 308.9 27 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 67) 65.284 Fe 0.325 P1 0.025 67 45.75 RN 19.8 0.00127 Total Pressure at Node 27) 65.633 psi 46 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 Pt 47) 65.192 Fe 0.000 P1 0.046 47 45.00 CM2 135.3 0.00459 Total 10.0 86 45.75 21/2" Eddy Flow -115,9 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 46) 65.237 Pe -0.325 P1 0.024 46 45.00 RN 19.4 0.00122 66 45.75 2%" Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 0.00122 Pt 86) 64.936 Fe 0.000 P1 0.377 86 45.75 BL 19.4 Total 308.9 26 45.00 21/2 ' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 66) 65.313 Pe 0.325 PI 0.024 66 45.75 RN 19.4 0.00122 Total 19.5 Total Pressure at Node 26) 65.662 psi 45 45.00 4" Eddy Flow 4.3100 Len 10.01 Ftg 0.0 C = 120 0.00345 Pt 46) 65.237 Fe 0.000 P1 0.034 46 45.00 CM2 115.9 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 7 of 12 13 ~878 vOO L Pipe Information CARLSBAD LOT 17 MEZZANINE From ft Elevl Pipe ID Flows Added GPM Inside Diameter Fittings Length ft l C Value Loss psi/ft IFriction 1Total (Pt) psi I Notes I Fitting ft I I Elev (Pe) psi To Elev2 Type Total Total ftj Fiict (Pf) psi 85 45.75 2'/i" Eddy Flow -96.6 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 45) 65.272 Pe -0.325 Pt 0.024 45 45.00 RN 19.4 0.00122 Total 19.5 65 45.75 2%" Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 Pt 85) 64.971 Pe 0.000 Pf 0.375 85 45.75 BL 19.4 0.00122 Total 308.9 25 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00122 Pt 65) 65.346 Pe 0.325 Pf 0.024 65 45.75 RN 19.4 Total 19.5 Total Pressure at Node 25) 65.694 psi 44 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 Pt 45) 65.272 Pe 0.000 Pt 0.025 Total 10,0 45 45.00 CM2 96.6 0.00246 84 45.75 2'/z" Eddy Flow -76.9 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 44) 65.296 Pe -0.325 Pf 0.024 44 45.00 RN 19.6 0.00125 Total 19.5 64 45.75 21/a Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 Pt 84) 64.996 Pe 0.000 Pf 0.386 84 45.75 BL 19.6 0.00125 Total 308.9 24 45.00 2/i" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 64) 65.381 Pe 0.325 Pf 0.024 64 45.75 RN 19.6 0.00125 Total 19.5 Total Pressure at Node 24) 65.731 psi 43 45.00 4' Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 0.00161 Pt 44) 65.296 Pe 0.000 Pf 0.016 44 45.00 CM2 76.9 Total 10,0 83 45.75 2'/z" Eddy Flow -57,4 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00123 Pt 43) 65.313 Pe -0.325 Pt 0.024 43 45.00 RN 19.5 Total 19.5 63 45.75 2'/i" Eddy Flow 2.7050 lIT Len 271.5 Ftg 37.4 C = 120 Pt 83) 65.012 Pe 0.000 Pt 0.381 83 45.75 BL 19.5 0.00123 Total 308.9 23 45.00 21/i Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 63) 65.392 Pe 0.325 Pt 0.024 63 45.75 RN 19.5 0.00123 Total 19.5 Total Pressure at Node 23) 65.741 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 8 of 12 ag OO Oas/,!drauI/cs Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevi Pipe ID T Flows I Inside Length ft 1 C Value [Total (Pt) psi I Fitting ft I I I Elev (Pe) psi ft Added GPM I Diameter Fittings Notes I Elev2 Type IFriction Lossi I in To ft Total Total ft psi/ft [Frict (Pf) psi 42 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 00 c = 120 Pt 43) 65.313 Pe 0.000 Pf 0.009 Total 10.0 43 45.00 CM2 57.4 0.00094 82 45.75 2'/2' Eddy Flow -38.2 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00120 Pt 42) 65,322 Pe -0.325 P1 0.023 42 45.00 RN 19.2 Total 19.5 62 45.75 2W' Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 0.00120 Pt 82) 65.020 Pe 0.000 P1 0.371 82 45.75 BL 19.2 22 45.00 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 62) 65.391 Pe 0.325 pf 0.023 62 45.75 RN 19.2 0.00120 Total 19.5 Total Pressure at Node 22) 65.739 psi 41 45.00 4" Eddy Flow 4.3100 Len 10,0 Ftg 0.0 C = 120 Pt 42) 65.322 Pe 0.000 P1 0.004 42 45.00 CM2 38.2 0.00044 Total 10.0 81 45.75 272" Eddy Flow -19.1 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 41) 65.326 Pe -0.325 P1 0.023 41 45.00 RN 19.1 0.00119 Total 19.5 61 45.75 2h/2 Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 0.00119 Pt 81) 65.024 Pe 0.000 Pf 0.367 81 45.75 BL 19.1 Total 308.9 21 45.00 2h/z Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 61) 65.391 Pe 0.325 P1 0.023 61 45.75 RN 19.1 0.00119 Total 19.5 Total Pressure at Node 21) 65.739 psi 40 45.00 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 0.00012 Pt41) 65.326 Pe 0.000 P1 0.001 41 45.00 CM2 19.1 Total 10.0 80 45.75 272" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C 120 0.00118 Pt 40) 65.328 Pe -0.325 Pf 0.023 40 45.00 RN 19.1 Total 19.5 60 45.75 2h/2 Eddy Flow 2.7050 TIT Len 271.5 Ftg 37.4 C = 120 Pt 80) 65.026 Pe 0.000 P1 0.365 80 45.75 BL 19.1 0.00118 Total 308.9 0 Copyright 2013 Sigma Development Group, Inc. Page 9 of 12 AA h- OO Pipe Information CARLSBAD LOT 17 MEZZANINE From Elevi ft Pipe ID Flows Added Inside Length ft l CValue JTotal (Pt) psi GPM Diameter in Fittings Fitting ft I lFriction Loss psi/ft I I Elev (Pe) psi Notes To El ft ev2 Type Total Total ft J Frict (Pf) psi 20 45.00 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00118 Pt 60) 65.391 Pe 0.325 Pf 0.023 60 45.75 RN 19.1 Total 19.5 21 45.00 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00002 Pt 20) 65.739 Pe 0.000 Pf 0.000 20 45.00 CM1 19.1 Total 10.0 22 45.00 6° Sch 10 19.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 21) 65,739 Pe 0.000 Pf 0.001 21 45.00 CMI 38.2 0.00007 Total 10.0 23 45.00 6" Sch 10 19.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 22) 65.740 Pe 0.000 Pf 0,001 22 45.00 CM1 57.4 0.00014 Total 10.0 15 45.00 6" Sch 10 19.5 6.3570 0 Len 7.0 Ftg 0.0 C = 120 0.00024 Pt 23) 65.741 Pe 0.000 Pf 0.002 23 45.00 CM1 76.9 Tot al 7.0 Total Pressure at Node 15) 65.743 psi 31 45.00 4° Eddy Flow 4.3100 2E Len 72.0 Ftg 27.9 C = 120 Pt 32) 64.428 Pe 0.000 Pf 0.875 32 45.00 CM1 191.9 0.00876 Total 99.9 30 45.00 6° Sch 10 22.2 6.3570 0 Len 8.0 Ftg 0.0 c = 120 Pt 31) 65.303 Pe 0.000 Pf 0.013 31 45.00 CM1 214.1 0.00162 Total 8.0 29 45.00 6° Sch 10 20.0 6.3570 0 Len 10.0 Ftg 0.0 c = 120 0.00191 Pt 30) 65.316 Pe 0.000 Pf 0.019 30 45.00 CM1 234.1 Total 10.0 28 45.00 6" Sch 10 17.7 6.3570 2E Len 90.0 Ftg 35.2 C = 120 Pt 29) 65.335 Pe 0.000 Pf 0.273 29 45.00 CM1 251.9 0.00218 Total 125.2 27 45.00 6" Sch 10 20.6 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 28) 65.608 1 Pe 0.000 Pf 0.025 28 45.00 CM1 272.5 0.00253 Total 10.0 26 45.00 6" Sch 10 19.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00288 Pt 27) 65.633 Pe 0.000 Pf 0.029 27 45.00 CM1 292.3 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 10 of 12 oo Pipe Information CARLSBAD LOT 17 MEZZANINE From ft Pipe ID Flows inside Length I1 I C Value [Total (Pt) psiT I Fitting ft I I Elev (Pe) psi 4 Added GPM Diameter Fittings L Friction Loss I Notes To Elev2 Type In 1 Total Total ft [ psi/ft Frict (Pf) psi 25 45.00 6' Sch 10 19,4 6.350 0 Len 100 Ftg 0.0 c = 120 Pt 26) 65.662 Fe 0.000 Pf 0.032 26 45.00 CMI 311.7 0.00324 Total 10.0 24 45.00 6" Sch 10 19.4 6.350 0 Len 10.0 Ftg 0.0 C = 120 Pt 25) 65,695 Pe 0.000 Pf 0.036 Total 10.0 25 45.00 CMI 331.1 0.00362 15 45.00 6" Sch 10 19.6 6.3570 Len 3.0 Ftg 0.0 120 Ft 24) 65.731 Pe 0.000 Pf 0.012 24 45.00 CMI 350.7 0.00403 Total 3.0 Total Pressure at Node 15) 65.743 psi 4 12.00 8' PVC CL200 7.6800 2EE Len 910.0 Ftg 22.5 C = 150 Pt 2) 81.326 Pe 0.000 Pf 0.003 Total 932.5 2 12.00 LU 16.3 0.00000 1 12.00 8" PVC CL200 7.680 9GV/2E T,4EE, Len 895.0 Ftg 139.0 C 150 0.00000 Pt 4) 81.330 Pe 0.000 Pf 0.004 4 12.00 LU 16.3 Total 1,034.0 Total Pressure at Node 1) 81.333 psi 1 12.00 8" PVC CL200 7 6800 0 Len 5.0 Ftg 0.0 C = 150 Pt 2) 81.326 Fe 0.000 Ff 0.007 2 12.00 LU 411.4 0.00143 Total 5.0 Total Pressure at Node 1) 81.333 psi 402 28.25 2'/z" Eddy Flow 2.7050 0 Len 13.5 Ftg 0.0 C = 120 Pt 403) 25.853 Pe 0.000 Pf 1.343 403 28.25 FM2 209.4 0.09949 Total 13.5 401 28.25 21/2 Eddy Flow 218.3 I 2.700 0 Len 33.3 Ftg 0.0 C = 120 Pt 402) 27.196 Pe 0.000 Pf 12.397 Total 33.3 402 28.25 FM2 427.7 0.37284 400 45.75 2R Eddy Flow 2.70O T,2E Len 21.5 Ftg 37.4 C=120 0.37284 Pt 401) 39.593 Pe -7.578 Pf 21.974 Total 58.9 401 28.25 FM2 427.7 Total Pressure at Node 400) 53.989 psi 11 45.00 6" Sch 10 Len 20.31 C = 120 JPt 15) 65.743 6.3570 2EIT Ftg 72.9 1-1 Pe 0.000 15 45.00 FM 427.7 0005811Ff 0.542 Total 93.2 0 Copyright 2013 Sigma Development Group, ilnc. Page 11 of 12 4 QJOO Pipe Information Dashboard Hvdravllcs CARLSBAD LOT 17 MEZZANINE From Elevi Pipe ID Flows T Inside Length ft I C Value 1 Total (Pt) psi I Fitting ft I I Elev (Pe) Psi I ft Added GPM I I I Diameter Fittings Notes I To EIev2 Type I in iFriction Loss j Total ft psi/ft (K) psi 8 13.00 8" Sch 10 8.2490 T,BV/E Len 32.0 Ftg 76.3 C = 120 0.00163 Pt 11) 66.284 Pe 13.856 Pt 0.177 11 45.00 FR 427.7 Total 108.3 6 13.00 8" Sch 10 8.2490 Len 1.0 Ftg 0.0 C = 120 0.00163 Pt 8) 80.327 Pe 0.000 Pt 0.002 8 13.00 MA 427.7 Total 1.0 5 12.00 8" Sch 10 8.2490 E!T Len 4.0 Ftg 62,2 C = 120 0.00163 Pt 6) 80.329 Pe 0.433 Pt 0.108 6 13.00 MA 427.7 2 12.00 8' PVC CL200 7.6800 T,3E!GV ,cv Len 125.0 Ftg 172.8 C = 150 Pt 5) 80.870 Pe 0.000 Pf 0.456 5 12.00 UN 427.7 0.00153 Total 297.8 Total Pressure at Node 2) 81.326 psi 0 0.00 8" PVC CL200 7.6800 T Len 95.01 C=150 Pt 1) 81.333 Pe 5.196 Pt 0.213 5 PSI LOSS FOR DCDA SHOWN AS ELEVATION 1 12.00 UN 427.7 0.00153 Total 138.81 Total Pressure at Node 0) 86.742 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 12 of 12 MODEL 3500A0 SHOWN ABOVE ZURN Id©IeEi WILKINS Double Check Detector Assembly Application Designed for installation on water lines in fire protection systems IL ' WILKINS to protect against both backsiphonage and backpressure of LEAD, FREE polluted water into the potable water supply. Model 350DA Li shall provide protection where a potential health hazard does not exist. Incorporates metered by-pass to detect leaks and .J . 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 1364.5 (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) Meets the requirements of NSF/ANSI 61* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) By-Pass Backflow Assembly 3/4' Model 950XLD Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved fusion epoxy finish Internals Stainless steel, 300 Series NORYLTM Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYLTM 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 1316.1 Class 125 Dimensions & Weights (do not include pkg.) Options (Suffixes can be combined) D - with OS & Y gate valves (standard) D L - less shut-off valves (flanged body connections) L LM - less water meter - with remote reading meter - with gallon meter (standard) O CFM - with cu ft meter LI CMM - with cu meter meter El G - with groove end gate valves 0 FG - with flanged inlet connection and grooved outlet connection 0 P1 - with Post Indicator Gate Valve 0 GE - with flanged inlet connection and grooved outlet connection El BG - with grooved end butterfly valves with integral monitor switches (2 1/2 - 10) O —509 - with AWWA C509 gate valves Accessories El Repair kit (rubber only) El Thermal expansion tank (Model XT) F1 OS & V Gate valve tamper switch (OSY-40) Attention: Model 350DA (flange body) and Model 350ADA (grooved body) have different lay lengths. DIMENSION r'imate) _(app WEIGHT MODEL A BLESS E E E LESS OS&Y OS&Y BUTtERFLY 350DA A WITH GATE c D OS&Y OS&Y WITH F SHUTOFF GATE GATE VALVES SIZE BUTTERFLY BUTTERFLY VALVES VALVES VALVES VALVES OPEN CLOSED VALVES VALVES FLANGED GROOVED GROOVED in. I mm in. I mm in. I mm in. mm in. Imm in. 1mm in. I mm in. I mm in. I mm in. I mm lbs. kg lbs. I kg lbs. kg lbs. I kg 2 1f2I 65 31 1787 28 1711 157/8 403 33/4 95 9129 73/4 451 153/8 391 81/4 1210 31/2189 68 31 178 81 160 73 140 1 64 3 80 32 1813 28112 724 1 157/-8 403 33/4 95 1 9 229 201/41514 17 432 1 81121216 31/2 89 68 31 198 90 150 68 120 54 4 100 375/8 956 328/9 835 1191/2 495 41 114 9 229 221/21572 1 /4 464 9 229 6 152 106 48 296 134 282 128 190 86 6 0 142 _i6 7 3O1I277524V46161O1/4260 7 178 180 82 480 218 454 206 298 135 8 O44337375/8956231/25976d 254 2OO6O3/4lS4353718l36g3l3/4gSg1012t 37940281/2 724 1230581/2216374170850386802364548249 10 250633/41619577/81470373/4959 10 I245S/8IlSg343/4 883 13 33081/221640418312225541156524 792 359 12 3006641683 n/a 965 104 53 1346401/21329 n/a n/a 87/8 226 463 210 1623 736 n/a n/a n/a n/a 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. H Date: 1/17 Document No. BF-350DA Patent No. 5,913, 331 Product No. Model 350DA Page 1 of 2 VERTICAL INSTALLATION f -,- Flow Characteristics ' Rated Flow (established by approval agencies) 0 200 400 6DO FLOW RATES(GPM) MODEL 350DA 6" & 8" (STANDARD & METRIC) — 50.5 103 (I) 0 69 t.. 0 0 800 157.7 I .III 1000 RATESFLOW (GP a) MODELI4'] 1'1I METRIC) i FLOW RATES (I/S) 4. 157.7 189.3 220.8 252.4 283.9 - I. -- -- -- -- -- -- —- -, 103 FU ) I. -- -- --- — -- -- -- -- -- — -- _- __ -- —= - -- -- - 0. 0 500 1000 1500 2000 2500 3000 3500 4000 4500 FLOW RATES (GPM) 0.0 15 9 6 10 0 5 0. MODEL 350DA 2 112", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 12.6 25.2 37.9 103 (0 (I) 0 69 —J (0 • 34u, 0 0 2000 2500 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 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 2 112" 75 112 149 224 115 173 230 346 198 298 397 595 6" 1 450 675 900 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 certified to NSF/ANSI 61, 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), the seat ring and check valve shall be NorylTM, 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 ZURN 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 112 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 r'-'lz47ERl,,,AL DATA SUBr"1177AL CARLSBAD LOT 17 CARLSBAD, CA EPIC FIRE PROTECTION, INC. 7S5 TURTLE POINT WAY SAN MARCOS, CA 920 (7GO)310-Gl22 FAX(700)78-055S Page 1 of 6 Page 2 of 6 The Viking Corporation, 210 N industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vlklngcOrP.cOm Visit the Viking website for the latest edition of this technical data page: www.viklnggroupinc.com DESCRIPTION Viking Early Suppression Fast Response (ESFR) Pendent Sprinkler VK510 incorpo- rates the capability to suppress specific high-challenge tires. The addition of a larger K-Factor allows ESFR performance at lower end-head pressures than ESFR K14 sprinklers. K25.2 ESFR sprinklers can: Eliminate the use of in-rack sprinklers when protecting high-piled storage of certain specified materials up to 40 ft. (122 m) with ceilings up to 45 ft. (13.7 m) Reduce or eliminate the need for a system fire pump. Provide flexibility when sizing system piping. Viking VK510 ESFR Pendent Sprinklers are primarily intended to protect the following types of storage, which tend to produce severe-challenge fires: palletized and solid pile storage and single, double, multiple row, and portable open rack storage (no open-top containers or solid shelves). Viking ESFR Pendant VK510 Sprinklers provide protection of most common storage materials, including: Encapsulated or unencapsulated Class I, Ii. Ill, and IV commodities". cULus Listed for protection of cartoned unexpanded plastic commodities and FM Approved for protection of cartoned and uncartoned unexpanded plastic commodities. FM Approved for protection of exposed expanded polystyrene and exposed ex- panded polyurethane commodities. *Refer the Approval Charts and Design Criteria for cULus Listing and FM Approval requirements that must be furrowed. In addition, some storage arrangements of rolled paper, flammable liquids, aerosols, and rubber tires may be protected by Viking ESFR Pendent Sprinkler VK510. LISTINGS AND APPROVALS cULus Listed: Category VNWH (Listed as a Specific Application ESFR Sprinkler) Successfully meets new UL 1767 test standard and compliance program for ESFR sprinklers Installed in-rack storage with high clearances to ceiling (20 ft or greater) <> FM Approved: Class 2026 fvd VdS Approved: Certificate 04040015 ow: LPCB Approved: Ref. No. 096e/07 (j) CCCF Approved: Approved by the China Certification Canter for Fire Products (CCCF) The 10280 VK5IO, ESFR Pendant Sprinkler Assembly conforms to the provision of CUAP11.03/03 standard. CUAP11.03/03 approvals are provided by: FM Approvals Ltd. 1 Windsor Dials Windsor, Berkshire. UK. SL4 1 RS Approval Certificate No. Issued December 20, 2010. Note: Other International approval certificates are available upon request Refer to Approval Chart I and Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Cnterra for FM Approval requirements that must be followed. The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-394-5464 Fax: 269-818-1680 Email: techxvcs@vlkingcorp.com Visit the Viking website for the latest edition of this technical data page: www.viklnggroupinc.com 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to NFPA 13 or FM Global Loss Preven-tion Data Sheets. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1 NPT for Sprinkler 12080, 25 mm BSP for Sprinkler 12200 Nominal K-Factor. 252 U.S. (363 metric") Metric K4actor measurement shown is in bar. When pressure is measured in kPa, dash the metric K-factor shown by 10.11 Overall Length: 3-3/16' (81 mm) Deflector Diameter: 1-3/4" (44.5 mm) Covered by ens or more of the following patents: U55828,532: USe,059,044; US6.338.50t US6,502,643; OS8.e68,917: AU722593: 082336777 Material Standards: Frame Coating: Brass tiNS-Cfl4400 Deflector. Phosphor Bronze UNS-051000 Seat Copper UNS-C11000 and Stainless Steel UNS-530400 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw. Stainless Steel UNS-531603 Trigger and Support Stainless Steel UNS-531600 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint Ordering Information: (Also refer to the current Viking price list) Order ESFR Pendant Sprinkler VK510 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to sprinkler base part number. Finish Suffix: Brass = A Temperature Suffix: 165 F (74 C) = C, 205 "P (96 C) = E For example, Sprinkler VK510 with 1 NPT threads, Brass finish, and 165 ¶ (74 C) temperature rating = Part No. 12080AC. Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: Part No. 13635W/B (double-ended wrench - Use Side B. Side A is for use with K14.0 ESFR Pendent Sprinkler VKSOO) Available since 2006. Part No. 12143W/B (no longer available) Sprinkler Cabinet: Six-head capacity: Part No. 01731A (available since 1971) 4. INSTALLATION àWARUING Viking sprinklers are manufactured and tested to meet rigid requirements of the approving agencies. The sprinklers are designed to be installed in accordance with recognised Installation standards or FM Global Loss Prevention Data Sheets. System design must be based on ESFR design guidelines described In the latest edition of the applicable FM Global Loss Prevention Data Sheets, the latest NFPA Standards, the latest standards of Verband der Saehverelcherer (VdS), Loss Prevention Council (LPCB), the Authorities Having Jurisdiction, and also with the provisions of govern- mental codes, ordinances, and standards whenever applicable. Deviation from the standards or any alteration to the sprinkler after It leaves the factory Including, but not limited to: painting, plating, coating, or modification, may render the sprinkler Inoperative and will automatically nullify the approval and any guarantee made by The Viking Corporation. Sprinklers must be handled with care. They must be stored in a cool, dry place in their original shipping container. Never install sprinklers that have been dropped or damaged in any way. Such sprinklers should be destroyed immediately. NOTE: Wet pipe systems must be provided with adequate heat The sprinklers must be installed after the piping is In place to prevent mechanical damage. Before Installing, be cure to have the appropriate sprinkler model and style, with the correct orifice size, temperature rating, and response characteristics. With the sprinkler contained In the plastic protective cap, apply a small amount of pipe joint compound or tape to the male threads only, while taking care not to allow a build-up of compound in the sprinkler orifice. Uco ONLY sprinkler wrench 10285W/B or 13635W/B (shown In Figure 1) for installing ESFR Sprinkler VK5101 With the sprinkler contained in the protective cap, Install the sprinkler onto the piping by applying the sprinkler wrench to the sprinkler wrench flats only, while taking care not to damage the sprinkler operating parts. Form No. P100102 16.06.30 Rev 16.1 Replaces Form No. F_100102 Rev. 15.1 Form No. F_100102 16.06.30 Rev 16.1 (Updated formatting: Added CCCF approval) Wrench - Fist Protective Sprinkler Cup Use Side B For ESFR Pendent K25.2 Sprinkler VK510 Figure 1: ESFR Pendent Sprinkler Wrench 13e35WiB (40 (81 (42 (Dimensions are L 1-3/4' approximate.) Figure 2: ESFR Pendent Sprinkler VKSIO Dimensions Page 3 of 6 ESFR PENDENT 4III(_II4Gi SPRINKLER VK5I0 (K25.2) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsivlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlklnggroupinc.com DO NOT use any other type of wrench, as this could damage the unit. - DO NOT use the sprinkler deflector or fusible elarrent to start or thread the sprinkler into a fitting. DO NOT u,..,..,d 00 It lbs of torque (hand tight, pIer rrpprnninretaiy two full turns with the wrench) to install lhsq sprinklers. Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. After installation, the entire sprinkler system must be tested. The test mutt be conducted to comply with the Installation Standards. Make sum the sprinkler has been properly tightened. If a thread leak Occurs, normally the unit must be removed, new pipe-joint compound or tape appifed, and then reinstated. This is due to the fact that when the joint seal is damaged, the sealing compound or tape is washed out of the joint immediately replace any damaged units, using the special sprinkler wrench only. After Installation and testing and repairing of all leaks, remove the protective caps from the sprinklers. Do NOT use any type of tool to remove the cap. Remove the cap by hand: turn It slightly and pull It off the sprinkler. When remov- ing caps, use care to prevent dislodging or damaging sprinkler fusible element THE CAPS MUST BE REMOVED FROM SPRINKLERS BEFORE PLACING THE SYSTEM IN SERVICEL 5. OPERATION During fire conditions, the heat-sensitive fusible element assembly disengages, releasing the seat and bell uvula spring assembly to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to suppress the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE The owner Is responsible for maintaining the fire protection system and devices In proper operating condition. For minimum maintenance and Inspection requirements, refer to the NFPA standard that describes care and maintenance of sprinkler systems. In addition, the Authorities Having Jurisdiction may have additional maintenance, testing, and Inspection requirements that must be followed. A. The sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. The frequency of inspections may vary due to corrosive atmosphere, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be replaced immediately. Sprinklers showing signs of corrosion shut be tested and/or replaced immediately as required. Installation standards require sprinklers to be tested and, if necessary, replaced after a specified term of service. For Viking ESFR Pendent Sprinklers, refer to the Installation Standards (e.g., NIFPA 25) and the Authorities Having Jurisdiction for the specified period of time after which testing and/or replacement is required. Sprinklers that have operated cannot be reassembled or mused, but must be replaced. When replacing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or other- wise obstruct the discharge pattern. All obstructions mast be immediately removed or, if necessary, additional sprinklers instated. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify at Authorities Having Jurisdiction. Consideration should be given to employment of a fire patrol in the affected area. Remove the system from service, drain all water, and relieve all pressure on the piping. Using the special sprinkler wrench, remove the old sprinkler and install the new unit. Care must be taken to ensure that the replacement sprinkler Is the proper model and style, with the correct orifice size, temperature rating, and response character- istics. A fully stocked spare sprinkler cabinet should be provided for this purpose. Place the system back in service and secure all valves. Check the replaced sprinklers and repair all leaks. E. Sprinkler systems that have been subject to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced. Refer to the Authorities Having Jurisdiction for minimum replacement requirements. 7. AVAILABILITY The Viking Model VK510 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. Page 4 of 6 NIK]IC4 ESFR PENDENT ® SPRINKLER VK510 (I5.2 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vlklngcorp.com Visit the Viking webslte for the latest edition of this technical data page: www.vlklnggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES In ,lIh, T rnperatnn(lek1 Cr i m Tampnratur& r Ordinary 165 F (74 'C) 100 ¶ (38 'C) None Intermediate 205 'F (96 'C) 150 'F (65 'C) White Sprinkler Finish: Brass Footnotes The sprinkler temperature rating Is stamped an the deflector. Based an NFPA.13. Other limits may apply, depending on tire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific Installation standards. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_100102 16.06.30 Rev 16.1 I Form No. F_100102 16.06.30 Rev 16.1 Page 5 of 6 Page 6 of 6 ESFR PENDENT (IlI H(11416i SPRINKLER VK510(K25.2) The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsviklngcorp.COm Visit the Viking webslte for the latest edition of this technical data page: www.vikinggroupinc.com ApproCha(U ESR Pendant Sprinkler V$510 i: ltea: appug> McImum11SP(l2baWP. . ... Nominal K Overall Length Listings and Approvals'-' Base part SIN Thread Size Factor (Rotor also to Design Criteria an pug. 4.) Number U.S. metrlef Inches mm cUlus' NYC VdS LPCB 12080 VK5l0 VNPT 25.2 363 3-3116 81 Al SeuFOerOo& 12200 VK51O 25mm BSP 25.2 363 3-3/16 81 Al See rmnroito Al Al - - 19857 VlO 1'NPT 25.2 363 3-3116 - 20373 VK5 K51O 25mmBSP 25.2 363 3-3116 81 - Approved Temperature Ratings Approved Finish A - 165 'F (74 'C) and 205 'F (96 'C) 1-Brass B-165'E(74'C) Footnotes 'Base part number shown. For complete part number, refer to the price list 'Metric K-Factor measurement shown Is when pressure is measured In bar. When pressure is measured in kPa, diode the metric K-Factor shown by 10.0. 'This chart shows listings and approvals available at the time of printing. Other approvals may be In process. Refer to the latest standards of NFPA 13. LPCB Loss Prevention Stendards, and the latest VdS standards. Listed by Underwriters Laboratories inc. for use In the U.S. and Canada as a Specific Application ESFR Sprinkler (refer to the deflector pontoon reguiremfirity on page 4). Mnela Now York Coy requirements. elfecllve July I, 2008. -,-.-,............. ---.,. DESIGN CRETE I- UL (Also rater to Approvet Chart I) ...t-.-a--.----------Y& clJLrm Unties Reoutreineets: ESFR Pendant Sprinkler VKSIO Is cULus Listed as indicated iv Appronat Chart 1 for installation in accordance with the latest appropriate NFPA stan- dards (including NFPA 13) for ESFR Pendent 1<25.2 (363) Spnnklers. for. Protecting rack storage of certain specified materials up 10400(122in) high in buildings with 458(13.7 m) high ceilings with NO in-raids sprinklers. Exception to NFPA 03 sprInkler installation odes for ESFR Pendent 1<252 Sprinklers: cULus Listing Requirement for Buildings up to 40 ft. (12.2 m) Nigh: Locate the dtSotS between rend 18 "(152 and 457 mm) below the calling. cULus ListIng Requirement for Buildings Between 40 ft. (12.2 m) and 45 ft. (13.7 m) High: Locate the tls.fltiidat between rand 14' (152 and 35e mm) below the ceiling. - The minimum area of coverage allowed per sprinkler is 64 fte (5.8 m') per NFPA 13. Maximum Reel or Calling Slope: 2 in 12 (167 mrrtlm or 9.5 degrees). Sprinkler Position: Approved for use only In the penitent position. Align the deflector parallel with the ceiling or roof. System 'oypo: Wet systems only. Deflector Distance from Wallet At least 4' (102 mm) from walls, and no more than one-hall the allowable distance permitted between sprinklers. Clearance from Deflector to Top of Storage: At least 38' (914 mm). Maximum Distance Between Sprinklers: The maximum area of coverage aImed per sprinkler is 1005' (9.3 nn'. For buildings over 3011(9.1 m) high, spacing between Sprinklers and/or branch lines must be from 8 to 100(2.4 to 3.1 m)'. - For building heights up to 30 It (9.1 m), the spacing allowed between sprinklers and/or branch lines is 8 10 12 0(2.410 3.7 m), provided the area covered per sprinkler dons not exceed the maximum 100 IF (9.3 rrr') allowed**. "Refer to the Installation Standards for permissible devotions from the maximum sprinkler spacing rides above, 10 eliminate obstructions created by trusses and bar joists when using ESFR sprinklers. Note: lithe ceiling is beam and girder or panel construction, locate sprinklers in the bays rather than under the beams. IMPORTANT: Always refer to Bulletin Form No. F,091699 - Care and Handling of Sprinklers. Viking ESFR Pendent Sprinklers are to be Installed in accordance with the latest edition of Viking technical data, the latest standards of NFPA, VdS, LPCB, and any other Authorities Having Jurisdiction, and also with provisions of governmental codes, ordinances, and standards whenever applicable. Form No. F_100102 16.06.30 Rev 16.1 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvIklngcorp.com Vlgit the Viking websito for the latest edition of this technical data page: wWw.viklnggroupinc.com - 'ApprovatChart2(FM)- Wksio - YP Base Part Nominal K-Factor Overall Length FM Approvals '-' Number SIN Thread Size (oof., nIna to Design Criteria before.) U.S. metrief Inches mm 12080 VK510 I' NPT 25.2 363 3-3/16 81 Al 12200 VKSIO 25 mm BSP 25.2 363 3-3/16 81 Al Approved Temperature Ratings Approved Finish A 165 'F (74 'C) and 205 'F (96 'C) 1 - Brass Footnotes Base part number shown. For complete part number, rotor to the price list. 'Metric K-Factor measurement shown Is when pressure is measured in bat ltd/ten pressure is measured in kl'a. divide the metric K-Factor shown by 1110. 'This short shows the FM Approvals available at the two 01 printing. Other approvals maybe In process. 'FM Approved as quick response pendant Non-storage sprinkler and also FM Approved as a quick response pendant Storage sprinkler. Refer to Design Criteria below. (AJn4 ate, loApplovat Cl 12 5 vvr 1 , FM Acorovat Reautrements; Spfnhler VKS1O Is FM Approved as a quick response pendant Storage sprinkler as indicated in the FM Approval Guide. For specific apptcatton and Installation requirements, reference the latest applicable FM Loss Prevention Data Sheets oncluding Data Sheets 2-0 and 8-9). Sprinkler 1/1<510 is also FM Approved as a quick response pendent Non-Storage sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Laos Prevention Data Sheets (Including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but net limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. Note: The FM Installation galdettnee reap differ from cULuis andfer NFPA criteria. - IMPORTANT: Always refer to Bulletin Form No, F091699 -Care and Handling of Sprinklers, Viking ESFR Pendent Sprinklers are to be installed in accordance with the latest edition of Viking technical data, the latest applicable FM Global Loss Prevention Data Sheets, including 2-0 and 8-9, applicable standards of NFPA, and any other Authorities Having Jurisdiction, and also with provisions of governmental codes, ordinances, and standards whenever applicable. Form No. F_100102 16.06.30 Rev 18.1 Replaces Form No. F_100102 Rev. 15.1 (Updated ANSI WARNING and NOTICE formatting; Added CCCF approval) Page lot 8 MICROMATIC5 STANDARD +JIIl(jI%16j® i:iir..w RESPONSE PENDENT I SPRINKLER VK202 (K8.0) The Viking Corporation, 210 N industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking websito for the latest edition of this technical data page: www.vlkinggroupinc.com 1. DESCRIPTION The Viking Micromatica Standard Response Pendent VK202 Sprinkler is a small, thor- mosensitive, glass-bulb spray sprinkler available in several different finishes, temper- ature ratings, and K-Factors to meet design requirements. The special Polyester and Eleclroloss Nickel FIFE (ENT) coatings can be used in decorative applications where colors are desired, in addition, these coatings have been investigated for Installation In cor- rosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves the ENT coating as corrosion resistant FM Global has no approval classification for Polyester coatings as corrosion resistant.) Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions. 2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificate 0414015 and G414016 CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-0021 and 0786-CPD-40141 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) NOTE: Other International approval certificates are available upon request. Refer to Approval Charts and Design Criteria for listing and approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)-f Maxlmum'Working Pressure: 175 psi (12 bar) wwp Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2' NP1 15 min BSP, 3/4' NP1 20 mm BSP Nominal K-Factorr. 8.0 U.S. (115.2 metric") Glass-bulb fluid temperature rated to -65 'F (.55 'C) Overall Length: 2-1/4 (57 mm) cULus Listing. FM Approval, and NEPA 13 installs require a minimum of 7ps1 (0.5 bar). The minimum operating pressure for CE Approvals ONLY is 5psi (0.35 bar). Metric K-factor measurement shown is In Bar, When pressure is measured In kPa, divide the metric K-lacier shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Phosphor Bronze UNS-0510001-I' or Copper LINS-C19500 Bulb: Glass. nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coaled on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coaled Sprinklers: Belleville Spring-Exposed For ENT coated Sprinklers: Belleville Spring - Exposed. Screw and Plpcap - ENT plated. ttNot for FM Approval. Ordering Information: (Also refer to the current Viking price fist.) Order Micromatica and MtcrornaticHpe Standard Response Pendent Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-NV, Black Polyester = M-/B, Wax Coated = C, Wax Over Polyester = V-M, ENT = JN Page 2 of 8 MICROMATIC® STANDARD NIKJW*J@" TECHNICAL DATA RESPONSE PENDENT SPRINKLER VK202 (K8.0) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@viklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlkinggroupinc.com Temperature Suffix: 135 'F (57 'C) = A, 155 'F (68 'C) = B, 175 'F (79 'C) = D, 200 'F (93 'C) = E, 212 'F (100 'C) = M, 286 'F (141 'C) = 0.360 'F (182 'C) = H, 500 'F (260 'C) = L For example, sprinkler VK202 with a 1/2' thread, Brass finish and a 155 'F (68 'C) temperature rating = Part No. 18269A8 Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: Standard Wrench: Part No. 21475M/B (available since 2017). Standard Wrench for Wax Coated Sprinklers: Part No. 10896W/B (available since 2000) Socket Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B' (available since 2006) Optional Protective Sprinkler Cop Remover/Escutcheon Installer Tool" Part No. 15915 (available since 2010.) Socket Wrench for Wax Coated Sprinklers: Part No. 13577W/B' (available since 2006) 'A Yu ratchet is required (not available from Viking). "Allow; use from the floor by attaching a length of r diameter CPVC tubing to the tool. Ideal for sprinkler cabineto. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA installation Standards. S. OPERATION During fire conditions, the heat-sensifivo liquid In the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Micromatic° Standard Response Pendent Sprinkler VK202 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_032614 17.10.05 Rev 17.1 Replaces Form No. F_032614 Rev 16.2 Form No. F_032614 17.10.05 Rev 17.1 (Added new standard wrench 21475) Page 3 of 8 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877384.5464 Fax: 269-818-1680 Email: tachsvcs@vlklngcorp.com Visit the Viking webslte for the latest edition of this technical data page: www.vlkinggroupinc.com TABLE 1: AVAiLA8LE SPRINKLERl48io1 5prlktcrToThptirature ' pnlnkI rJo 'tfr*t " ' Mai7iuuAnbln ii Claosificaon Tla$rathreRatlng1 cenylemperstvrn ., ILC,,l,A Ordinary 135 'F (57 'C) 100 'F (38 'C) Orange Ordinary 155 'F (68 'C) 100 'F (38 'C) Red Intermediate 175 'F (79 'C) 150 'F (65 'C) Yellow Intermediate 200 'F (93 'C) 150 'F (65 'C) Green High 286 'F (141 'C) 225 'F (107 'C) Blue Extra High 360 'F (182 'C) 300 'F (149 'C) Mauve Ultra High' 500 'F (260 'C) 465 'F (240 'C) Black Sprinkler Finishes: Brass. Chrome, White Pglygyter, Black Polvectctr and ENT Corrosion-Resistant Coatings': White and Black Polyester in all temperature ratings. ENT in all temperature ratings except 135 'F (57 'C). Wax-Coated Brass and Wax over Polyester' for sprinklers with the following temperature ratings: 155 'F (68 'C) Lt. Brown Wax 175 'F (79 'C) Brown Wax 200 'F (93 'C) Brown Wax 286 'F (141 'C) Ok. Brown Wax' Footnotes The sprinkler temperature rating is stamped on the defector. 'Based on NFPA-13. Other limits may apply, depending on tire loading, sprinkler location, and other requirements 01 the Authority Having Jurisdiction. Refer to specltc Installation standards. 'Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, ersirnitar enclosures with normal operating temperatures above 300 ¶ (149 C). Where the ambient temperature around the Ultra-High temperature rated sprinkler Is significantly reduced below 300 'F (149 'C>. response time nay be severely retarded. The corrosIon-resIstant coatings have passed the standard corrosion test required by the approving agencies Indicated In theApproval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verity through the end-user that the coatings ore com- patible wither suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring Is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. 'Won melting point is 286 'F (141 'C) temperature rated sprinklers. rench Flat Protective Sprinkler Cap ddglbb AIW- Standard Sprinkler Standard Sprinkler Wrench for Wax Wrench 21475M/B Coated Sprinklers 108961011113 Figure 1: Standard Sprinkler Wrenches Form No, F_032614 17.10.05 Rev 17.1 Page 4 of 8 MICROMATICO STANDARD 'i H(IF1G® l II[Ui7f RESPONSE PENDENT j SPRINKLER VK202 (K8,0) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-9464 Fax: 269-818-1680 Email: techsvcsivikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com !tCñait't" I(FY ç Mlomrnr,oIJ Sl.,rrdayci Response Pen'dent 5)srlIn Sprinkler Thread Size rK.Factor Nomlnai - - M1 bgr) W Overall 7 (52 Wf', Listings ls' stings and Approva Base Part SIN I Length lRntersi50000L000laeCriteria.i Number' I NPT ES? U.S. metric°l inches mm cULus' IVdSI LPCB I CE I Standard Orifice 18269' 115.2 2-1/4' 57 Al, 64, 811', CS, 03, E6, G6Z P.2 P.2, 84 — — — 18264 VK202 1152 2-1/4' 57 Al, 64, B1Y, CS, 03, E6, G6Z P.2 P.2,64, B2Y VK202 1152 2-1/4' FG2Y 18267 57 Al, 64, 811', CS, oa Eti, G6Z P.2 P.2,64, 82V VK202 1152 2-1/4' F3,G2Y 20380 57 — — — — — (-(3 20376 VK202 ;/T VK202 115.2 &15:2 2-1/4' 57 - — — — - 1-13 10223' VK202 115.2 -- - 2-3/8' 60 A1.B4,B1Y,C5,03,E6,G6Z VK202 P.2 10142 115.2 2-5/19' 59 P.1,64, BIY, CS,03, E6, GOZ P.2 P.2, 82Y F3,G2Y F3 — 10170 VK202 115.2 2-3/8' 60 Al, 84, B1Y, CS, D3. E6. G6Z P.2 I P.2, 132Y I F3G2Y F3 - Approved Temperature fiatlng, A - 135 F 157 'Cl, Ito 'F 168 'Cl, 175 'F 179 'Cl, 200 F (53 'C), 206 'F (141 'C), and 300 'F (182-C) B - 135 'F 157 'Cl, 155 'F (66 'C), 175 'F (70 C). Approwid Fl,rlslr,o Appronnd EsOut050055 and 200'F 193 'Cl C - 206 'F (141 'C) 1 - 06,00. Chenifle. While Polyester" and Black Puk,stor'° 2- 01,00, ChrOme. VOile Polyester', and Bunk Polyester. X - Recessed with the Viking Mino.saildti Model E-1. c-s. or 6-3 Renenond csxstdroon o - 500'F 1260 -Cy 3-Brass and CtVOlrw V - Slandwd nurfoce-niounted oncutck000 or the 6' 155 'F (60 'C). 175 'F (79 'C), 200 -F 193 4- Wax-Coaled Brass and Wee Den, Ppete,' ktking MIsrolastS Model F-i Adjustable Esmrdiune Ci, Stiit 'F 1141 'C), 360 'P1182 Cl, Oat '0, F Cf - Hisk Temporatsre 200 'F (53 'C) W-Coating (--.I-E'2. or E-3 Recessed Escutcheon1260 or recessed onto Ore Wring MiveeratieS) Model E-i. F-155'F(68'C),175'F179 'CL 2n0'F(93'C). redsoosl- r,ssolooni aeflblont toolporutxr, 00000d at ceitnO' lsu'F(tiS'C) 7- Standard s,a1ace-eiourted escutcheon Or 0- 286 'F 1141 'Cl, and 360 'F (182 'C) - en' mooed with the StenO Mtaenaltolu Model El O-ito'F(88'C),175'F)79'C), and 200'F (93'C) H - ito 'F 168 'Cl. 200 'F (03 'C), and 206 'F (141 'Cl Footnotes Base part number is shown. For complete part number, rater to Viking's Current price schedule. 'Metric K-factor shown is for use short pressure Is measured in bar. When pressures measured In Wa, dIode the nret,lc K-factor shown by 10,0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 'Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. O cULus Listed as corrosion resistant, 'Other colors are available on request with the same Listings and Approvals as the standard colors. 'Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 'F (149 'C). Whore the ambient temperature around the Ultra-High lernperabure rated sprinkler is significantly reduced below 300 'F (149 'C), the response time 01 the Ultra-High temperature rated sprinkler may be severely retarded. 'CE Certified, Standard EN 12259-1, EC-cerrlticate of conformity 0032-CPO-0021 and 0832.CPD-2003. 'The 1/2' NPT Large Orifice Sprinkler is listed and approved for retrofit only when Installed In accordance with NFPA 13. "MED Certified, Standard EN 12259-1, EC-ce4lticale 01 confontilty 0032-MEO-1003 and 0832-MED-I OOB. Form No.F 032614 17.10.05 Rev 17.1 Page 5 of 8 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services., 877-384-5464 Fax 269-818-1680 Email: techsvcsivlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlkinggroupinc.com :DEs thL . - rULes Listina kenulroments: The Viking Micromatice Standard Response Pendent Sprinkter VK202 is ctJLus Listed as indicated In Approval Chart 1 for installation In accordance with the latest edition of NFPA 13 for standard spray Sprinklers. Designed for use In Light. Ordinary, and Extra Hazard occupancies. The sprinkler Installation rules contained In NFPA 13 for standard spray pendent sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA. LPCB, APSAD. VCIS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Lim Carefully slide the wrench sideways around 1 the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/S for Recessed Pendant Sprinklers Form No. F_032614 17.10.05 Rev 17.1 Page 6 of 8 STANDARD "J II(JF,lGi®MICROMATICO l II[ifli7f RESPONSE PENDENT SPRINKLER VK202 (1(8.0) The Viking Corporation, 210 N industrial Park Drive, Hastings Ml 49058 Telephone: 269.945-9501 Technical Services: 871.384-5464 Fan: 269-818-1680 Email: techsvcs@vlkingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlkinggroupinc.com ApprovFChart2(FM) T1" U II t,rt'ltl R4onee Pendant Sprt hi I KEY Mauls' n3'7k PcI (1? h I WiNP n.'or'( .nPr'. - Sprinkler Base Thread Size Nominal K-factor Overall Length FM Approvals' Part Number' SIN (Rotor also to Design Crttanta below.) NPT SSP U.S. I metric' Inches mm Standard Orifice 18269' VK202 1/2' 15 min 8.0 1 115.2 2.1/4' 57 Al. 82, Cl, 03,611', 63Z 18264 1/1(202 3/4' 20 mm 8.0 115.2 2-1/4' 57 Al, 82, Ci, 03, B1Y, E3Z 18267 VK202 - 20 mm 8.0 115.2 2-1/4' 57 Al. 62. Cl, 03, B1Y. E3Z 10223' VK202 1/2' 15 mm 8.0 115.2 2-3/8' 60 Al, 62, Cl, 03, B1X, E3Z 10142 VK202 3/4' 20 mm 8,0 1152 2-5/16' 59 Al, 82, Cl. 03,BIX,E3Z 10170 VK202 - 20 min 8.0 115.2 2-3/8' 60 Al. 62, Cl, 03, B1X, 83Z Approved Temperature Ratings Approved Escutcheons X Recessed .with the ViloogMicrOntatioS' 1 68 'C ,l3 , 4r47 C), 55 ' F 1 1. 17 5 • F (79 C). end Finishes - Brass. Chrome, htririte Polyester', and Escutcheon Y - Standard surface-mounted escutch- Black Polyester' eon or the Viking Microfastrir) Model F-i C - 500 -F (260'Cr 0-155 'F (68 'C). 175 -F (79 'C), 200 -F (93 'C). 286 'F . 2-Was-Coated Brass (corrosion resistant) Adjustable Escutcheon or recessed with the Viking MicmmatioS) Model E-1, E-2, or 6-3 (141 'C), 360 'F (182 'C), and 500 'F (260 'C) 3- ENT' Recessed Escutcheon E - 155 'F (68 'C), 175 'F (79 'C), and 200 'F (93 'C) Z - Standard surface-mounted escutcheon or re- cessed with the Viking Micmmatlda Mode E-1 Footnotes Base part number Is shown. For complete part camber, refer to Viking's current price schedule. 'Metes K-factor shows Is for use when pressure Is measured is bar. When pressure Is measured is kPa. divide the metric K-factor straws by 10.0. 'This table shows the listings and approvals available at tire time of printing. Cliedi with the manufacturer for any additional approvals. 'Other colors are available on request with the same Approvals as the standard colors. 'Sprinklers of Ultra-High temperature rating are intended for use Inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 'F (149 'C). Where the ambient temperature around the Lithe-High temperature rated sprinkler is significantly reduced below 300 OF (149 'C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 'FM approved as corrosion resistant. The 112' NPT Large Orifice Sprinkler Is listed and approved for retrofit only when Installed In accordance with NFPA 13. P$tQ1(91IRIA 'EM -. - FM AoorOval Reoalrereents: The Viking Micromatic° Standard Response Pendent Sprinkler VK202 is is FM Approved as standard response Non-Storage pendent sprinkler as Indicated In the FM Approval Guide. For sped/IC application and Installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Streets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM Installation guidelines may differ from cULus and/or NFPA criteria. IMPORTANT Always refer to Bulletin Form No. F_091699 'Care and Handling of Sprinklers. Also refer to page F,080614 for general care, Installation, and maintenance information. Viking sprinkler's are to be Installed In accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. P_032614 17.10.05 Rev 17.1 Sprinkler wrench 13655W1 for recessed pendent sprinklers A 1/2" ratchet Is requir (not available from VI kin! Page 7of8 Page 8 of 8 MICROMATIC5 STANDARD .1 II(iI4IGu II[.?U'7if RESPONSE PENDENT SPRINKLER VK202 (K8.0) The Viking Corporation, 210 N industrial Park Drive Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking webslte for the latest edition of this technical data page: www.viklnggroupinc.com Step 1: Carefully slide the wrench sideways around the deflector, ensuring engage- ment with the sprinkiger wrench flats. iii (f101 available now CI5fl9) Step 2: Carefully press the wrench upward and ensure engagement with the sprinkler wrench flats. Figure 3: Wrench 13577W18 for Wax Coated Sprinklers The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsivlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Ceiling Opening Size: 1/2" 2-5/16" (59 mm) minimum (15 mm) -"r 2-1/2"(64mm)maxlmUm 2. NPT 41m1 (3118 min) (g57 m) 49mm) (512mm) Installed with a standard Installed with a Microfast Nob 5 odoptor 118" surface-mounted Model F-I Adjustable ooposed 112' (13 mm) escutcheon Escutcheon from bCe of ceiling Figure 4: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon f. Ceiling Opening Size- 2-516P'(59 own mm) minimum 2-112" (64 mm) maximum I,..... 2-118" La... 2-181" ,....1 .s (54 mm) mm) I3M TI-1/8"T"'q!1(29 m8m) Max. Max. IVROWWAW Wax I Pendent Sprinkler wrer must be usec. ._. ..._.. .... wax coated sprinklers. A 112' ratchet Is required Installed with a Installed with a Model Model 04 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 5: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons Form No. F_032614 17.10.05 Rev 17.1 Form No. F_032614 17.10.05 Rev 17.1 Replaces Form No. F032614 Rev 16.2 (Added new standard wrench 21475) The Cost Effective Replacement for Schedule 10 Realizing the growing need of fire protection systems in commercial and residential construction, Bull Moose Tube has added Eddy Flow to its comprehensive line of sprinkler pipe products. Eddy Flow is a specially engineered replacement for schedule 10, offering better flow characteristics while providing design flexibility. This product is FM approved, as well as UL listed (for U.S. and Canada) for roll grooving and welding for use in fire protection COMPARISON systems with a working pressure of 300 psi or less. Please check with appropriate sources for up-to-date listings and approval information. As an added benefit, it is more economical to use than schedule 10 due to reduced delivery costs and ease of handling. Furthermore, Eddy Flow's larger ID provides an opportunity for downsizing and further cost savings. 11/4 1.660 1.530 1.442 1.380 1.98 1.00 11/2 1.900 1.728 1.682 1.610 3.44 1.00 2 2.375 2.203 2.157 2.067 2.78 1.00 2 1/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio Dual Certified to ASTM A135 and A795. FM Approved for roil grooved, and welded, and plain-end application in wet systems. UL Listed (for U.S. and Canada) for joining by welding or by listed rubber gasketed fittings for use in wet, dry, preaction, and deluge type sprinkler systems. UL Listed (for US and Canada) and FM Approved for use with Victaulic® FI7 Fittings in plain end applications. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered in custom lengths.. Can be used for wet and dry* systems. * Eddy Flow can be hot dipped galvanized to meet FM'S requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's instructions for the specific fitting used. () BULL MOOSE TUBE COMPANY A1cflcompany 1819 Clarkson Road Chesterfield, MO 63017 (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com e-maIl:sales@bullmoosetube.com For additional information, c®us t contact your salesperson today at LISTED (800) 325-4467 or (636) 537-2600 in the USA, or from Canada call (600) 882-4666 APPROVED All Information contained hereIn is accurate as known at the time of publication. Bull Moose Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Has a Pressure Rating of 300 psi Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves Is Produced From Steel With Excellent Properties of Strength and Threadability Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS 1 1.461 1.083 70 11/4 2.070 1.418 51 11/2 2.547 1.654 44 2 3.308 2.123 30 CORROSION RESISTANCE RATIOS 1 1.00 1.00 11/4 1.00 1.00 11/2 1.00 1.00 2 1.00 1.00 * Eddythread 40 can be hot dipped galvanized to meet PM's requirement for thy systems 1819 Clarkson Road C:~,' 6 For additional- information, contact your. salesperson at U C 1 us Chesterfield, MO 63017 BULL. MOOSE TUBE COMPANY (800 325-4467 FAX: (636) 537-2645 today (800) 325-4467 or (636) 537-2600 in the USA, or from Canada LISTED www.bullrnoosetube.com _______ call (800) 882-4666 FM A CE1J company e-mall:sales(bul1moosetube.com APPROVED All information contained herein is accurate as known at the time of publication. Bull Moons Tube reserves the right to change product specifications without notice and without incurring obligation. 8/08 tLjca /Fire & Building Products Technical Services: Tel: (800) 381-93121 Fare (800) 791-5500 wWw.tyce-trre.cem Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description (diLJ See Fire Prorechon FM OubflriOJ Sheet foe Prossore R. and Liotin'Apyruval Information 1en772ticgprouchsaripvighrdby lhnt grip*tg along trio cdtorrdeterce or ore nyc gromes. Rigid eegdorgs are pretm-rort for dry pipe and tow applications. Figure 772 Rigid ceeptnga amapmuendchbferrrettmd of joining pipe and aroo1sear5ndamathotoweidtogJoeadhryor roerySettiopeoheopromuetsuplodpeig (3O47(pesdngonpipeobeardwa11Olderess when used mfire soviam Rl65OnyoreerneaerdmJtoethypipeaioI The lbywo 172 Rigid Cocrylirrg described heels, mfro'bek93ffes'reol,reir0hredrurcnrepliareurth gibdomxren dhohkstarrthrhe elSe80heutRinPrnt80AarAsscchlierbirrn to Se stoxter€fs of any oilier aritbooflcs having .kolodbsben Fa,lu,e to do so may Impale floe peaf Lhedooloo. The oe,ws iopaozetde for erairtafrrhry their fire profeid/cirsystenn aoddorees it proper operating omdulioa fire instal/ing corrtla000r or sprint/or rreawdrstanrstrmdoboanredrstorasryqrnsaoou Technical Data Agrere 172 S1W-12 Apprnvaftr UL FM PLC. VrtS, and LPCB; See Are Protection Submittal Street for enacf Listing/Approval information. Hmism16 Ductile iron onnfeerñng In 1rSTM 8-536, Grade 65-45-12 Peotoettee Coatings: Non-lead orange paint Fire brigade rod (optional) eon-lead paint Hot dipped galvarrisert coelorming tnlislld A-153 Bolt/Nero: Track lead Bolts - conforming In ASTM A-183, Zinc Rioted, (Min. Tensile = 110.000 psi/758.422 bRa) Menlo- conforming to ASIM P56gM Gasket (specify when ordering) Stalin "A EPDMA relIef color ante ambhettoe150(e66C)for1impmlncrbro sysrorrts. Not recommended for Mr water Tri-seai(GradeEEP0M),gmencolorcode for use in dry pipe trlreeonr systems. Prefubrirored (Grade A EPOMA) (See Data Sitnel 1FP1895 for aid In soIecOrr propnrgastiet) Ordering Procedure When placing an order, kid/care the ton product name. Pleasespecifytheqriantity,figore number, W of gasket. Grade W EPOMPS Prefubrlcalnd (0raded/'EPOMA)orGradeE'EPOMTri-Seal. and size GrinvdGeonedRip5rrgProrksts,rofsm,oecassores and other products are aaaifable throughout the US.,Sut,widkrtmro5roetip,0ouogirarehooib oldlohltsdheomtorreYcooroywttodrASyorcao 215'362-076510rttre5650adreras180y0u. Care and Maintenance The owner N respnrrdblo for Ore brspection. testing, and maintenance of rhoirfire protection system and devices or accordance with the apy64blestaerinrdsoltheNaticera8lmProfocticn doSaclaflOO (org.. NFPA 25). In addition to the slanrtherts of any authority treoirrg jurisdiction. Theirslalllngcoofracroeorprodactnranofaclrner should be contacted relative to any questions thrryknpaiorreetrrniotbolmmedlaj&ycerrenrrd. It is recommended that automatic cprbrldnr tysrerns be irrsprcfcd, tested, arrd rrwmnrainod by a quaffed Irlopoction Seeuicor Limited Warranty Predicts nwnrhotamt by Tyw In Ftrotucts an ereram30srtoOnole5rymke56rfl1pars lorarCproperiph56heaiidrrheforedrcu56 omafdwnuhelllonaiartywlterykrelm(10)years bun thtnidddperedbyTgou fire Products, No uorrarrty is poor for prO9jds or omnpforerrls wiorlycsFnsFflvdiidsentmprabce56oerqeareos eAbhha ecekOmi or rrpokod in accofflivicit ed/if grlo Sta56rde of the Rikevi File Fiooctla,Association (NPA)svi/oroo standards ofwyodorirarlrradkis hainrg ,bnfohaios. t7atehe tOast by Tyco foe Plmkesc lobe ddheon doe be mine rgkemt or mpliced,afTycoReProduclesillecilbort. TpsrFoe taaneorwhot.wyooeeoidgatbekramucokmelth the safe 01p56or pars; 01prt4a56 Tyro Re P85olinrefenn6IebropnWdorvbmn /osfonutreaset.e56rekieeerpkeekihonetbo supplied by0oneor8reSrgnana56tfwn IN NO P/lddt Sftilbt Vito RilE FRtISJCtS 65 UIaE y1120d11185t.10PtT,STRCTLJASIJTYOR tpRie0XYuo88bmoL1fyraetrpL R62JJD0et9JPNOTL8816550LA69f0-loA56ep REQ4RrXStScflWEfl93TYWRREFRlI*325 wpsg80Ri80d00JroLFtuwc1rgM).f OWSK AND 0180 01B4F 5441/i. lYf21 ff06 P60853trUo88liY6efgMlNJMME0uPL FF52. Page 1 01 2 July 2004 'IFPIBSO Page 2nr2 TFP11150 Figure 772 Grooved Coupling 0A - Mordrrran, sea/aide gap belet000 pipe ooda henimarn gap 0. Mardmuot pmosuan and end load are brat from 30 rondo based on slaadard weight stool pipe. Fronuare ratings arid end bads my differ on other pipe materials 0usd/ne wait eridoroso. 000rdutTyco hen Products for detaiN, Sen Fire Pt000cnlon Eqrdp.00nf Submittal Shoot to, LIsting and d0000n3l prescore ratings. Gold color eodod ,rrotle bee sine.. re available upon request 0 Mao Eon Gap Is for cur gtnevod Standard weight pipe. Shoes for roe greened pipe nIt be '4 that of cod Or0000d. ROles 772 Rigid Cnoylins have andea-Rotaline Feature 00 gtipping 10eft7 along lIne coupling kong in nines 1W- 4', whet, rrrake the Agnes 772 perfectly roiled to, 'arm oser installations ratoore the bkehhead of roraran, sgmalnst This feature reap eliminate the need of eatea bangers to 50000rt Ore ant. ever due to lrrneoanad rightly and grrpnlng rosen uardng len and costi General COlour o in ore orrsigrreo's e000005i58fy to seNd products tillable for the intended snrckro and to encore ISO that preonrre ratings and pnrrnrtrraoee data is not eoe0000d. always read and understand the installation 9001 brsfrnnrlons (lH-l000). None, rornnno any plying eetrpe.toeO or 0000et or modify any piping do6dendes ebbed OttO eopreusueiomg end draerrrrg the patrons MaterIal and gasket unles600 shoed be seAted robe oernpatrbrn roe the 000edsiapphearino. Ceelioed Company TOD FIRE PRODUCTS. 451 North CamronA0000e, Laoodalo. Penrruytnarria 19946 Printed U.S.a., Pipe MOe Mait4 Max.f Nominal Dimension BOR s Net 3 7-5 . End Gap Peessoro End Load WI. 00. A B C Sine Inches Inches psi Lbs. frrctres Inches Inches . Lbs. rem mm hPa N mm mm mm Kg. 1.660 0.06 300 649 2.75 4.38 1.91 Wo2W 1.0 42.4 1.5 2068 2,887 69.9 ff1.3 45.0 Mt0re57 0.5 1.900 0.08 500 1417 3.00 4.62 1.01 %'o2W 1.0 48.3 2.0 3,447 6.303 76.2 1173 46.0 Mt0n57 0.5 2 2.375 0.13 500 2,214 3.41 5.12 1.88 3'o'a2'/.' IS 60.3 3.3 3.447 9.848 86.6 1300 47.8 M10x57 0.7 2W 2.075 0.13 500 3,244 91 5.63 1.08 Wx2W 2,5 73.0 3.3 3.447 04,430 99.3 143.0 47.8 Mf0n57 1.0 3.000 0.13 300 2,120 519 5.72 2.00 M10057 2.6 76.1 3.3 2.068 9.430 1054 r453 500 1.2 3.500 0.13 000 4,808 4.63 6.25 1.88 %'x2W 2.6 88.9 3.3, 3,447 20,387 1/7.6 158.8 47.9 Mf0x57 1.2 4.500 0.19 500 7,046 5.81 7.50 1.97 %'o2W 3.5 114.3 4.8 3,447 35,353 147.6 100.5 50.0 Mt0ar57 0.6 139.7,..,, 5.500 0.19 300 7,127 7.02 9.72 2.06 M16x83 139.7 4.8 2 51 12, .068 31,701 1703 2459 52.3 3.4 5.563 0.19 300 7288 7.09 9.71 2.04 %'o3W 75 141.3 4.8 2.008 32,417 180.1 246.6 51.0 Mt6rr83 3.4 6.500 0.19 300 9,950 8.09 10.53 2.13 7.6 16,5.1 4.8 2,060 44.258 205.5 267.5 54, 3.4 0' 6.625 0.19 400 13,782 8.09 10.53 2.13 Wx3'/, 7.6 168.3 4.8 2,758 61,302 205.5 267.5 54.1 M16ue83 3.4 8.625 019 450 26,278 10.56 13.56 2.62 %04'/.' 18.0 219.r 4.8 3,rW 116.885 268.2 344.4 66.5 M202 121 8.2 io 10.750 0.13 250 35,679 1254 16.41 2.62 1x6W 245 273.0 23 1,724 100.876 3251 416.8 66.5 M24x 165 11.2 12.750 0.13 250 31,902 15,41 10.04 2.62 rxe',k 42.0 3239 23 1,724 141,905 391.4 478.5 66.5 M24C 165 19.1 tqcoFire & Building / Products Technical Services: Tel: (800)381-93121 Fax: (800) 791 -5500 Www.lyco-lire.cnm Grinnell Grooved Fire Protection Products Grooved Fittings General °'- Limited Cast Figures'. 201, 21 0, 219, 250, 260, 5(11, 510. Description 519.51008. 501S, 510S and 5165- Warranty LI)See FIre Prntenonn Ductile iron conforming In ASTM A-536, Products; manufactured bylyco Fire Products are Submittal Sheer for Gram 65-45-12 warranted solely to the orIgirot 8mnjor for tar (10) Pressure Radngand Fabricated Steel Figures 391. 392, 393, 312, (Jsting/Appmosal 313, 321,327,341 and 350 - Carbon Steel, whmpadforandpmoerVimWWandrrentiiIeri (Sires 8' -12' are Schedule 3D), orphobo(1ymesbomrte1oolstopnmdbyTyca lmrlorrnaoon (Sizes 1/.' -E are Schedule 40); under normal on aid reevee, This wig Cufllutrrnng to ASTM 4-53 Grade 8 flreProdreAL Na gneetorpmodnaitsor Thegmovedfithngspeovideanecormomjcat PoutocilneCemalingec components oranuheturerl by companies not andefficienlnnethodofchaargingdheclion, Nan-load orange paint adding an oratlel, redueerg, or capping Fire brigade red (0p50na1) nun-lead pant mVoWbymnedVwbTycoFimPmdLxmorfbr grooved piping systems. Grooved fittings -Hat dipped galvanized Cnfltormoing tuASIM products and comporentswhich have been subicei are available in durable ductile iron or A-153 tDmism , nd, or fabricated steel as indicated. ham not rowitedtoxmr60meinthapelboMu5DAdar5snf Nole:Figure 510S arid 519S lillings are Ordering Ow National too Protection Association (NA'A(, special short radios fulling: with smaller center In end dimensions than standard Procedure aref/orflxSizadanleataryellmr4othnnaeskbvnsg ,torisuic&rrr. ldateriatstuundbylycellroProducts grooved fittings. Depending an the size and When placing an order, indicate the full product tobedefec6uosboJheeirjxrreneimnorre,at coupling used, them may bnlnteltereooesai rome.Ploasespncifntheqnaohtu.iitturnrmomler Tyco FvnP!crhrCH'soleeptiorl i'lwRroPtodnsts the bull pads gialrequlroreposutlnolngofll..e wall thickness ' si ze. neither rosettes, air asthertoes any person to cone/log orientation. The use ut flange Grinnell Gromed Piping Products, valves. rosurretoriLargrutlierabationinronoucrionwith adapters is not recommended with Figures accessories and other products are availableoxcaleofp tuerpattuotprodocts. lycaFire 518S and 5192 fillings. Contact ltrcn Flea thmnghacttheU,Caroila,aedinteroation, toatumthsteiast.bemmfoletorsprrnlbosystern Products lee detalle, through a network at distribution centers. You duIgmrmnlswiJrateortrwmpb(obdonrwtion WAa'idxs may write dimcN or call 215-362-0700 for the nippfrol by Buyer or Buyers Synseelabuot N Fittlags descarlred here/r, amoCO be irusyalied diettibataronarostysa. IN NO WRIT WALL TYCO FIRE PRODUCTS BE admxnta!rr4incam9/iznceblththindetvmeoC LIABLE ,lNT, TORT. STRICT UAslL0w as we# as with fire applicable staamdardsoithe Care and 0956506 ANY OTHER LEGAL ThEORY, 059 INCIDENTAL INDIRECT, SPECIAL OR 0iz1r0re8 toe ProtecdonAssor5a0ion, rnaddsiun Maintenance lathe standards of any other authorities having jurindktioo Failure to dose may nepal, the The owner is responsible for the inspection, LIMITED TO LABOR CHARGES. REGARDLESS OF porlomnoamme oflhlo device. testing, and maintenance of their fee protection WHE111RlTltOPlREPR000CTSWASltiFORMED The owner in responsible for maintaining *it system and devices in accordance with the 6801)1 THE POSSIBILITY OF SUCH DAMAGES. the protection system and devices in proper uppbtostaedardsol0wNatiarutFisePmtectjan AND INR)EVRITSIIALL1YCORREPRODUCTS' operating corrditioa. The irrstatllrrg contractor-or Association (e.g. NFPA 25), in addition to the LIABILITY DICER) All AMOUNT ESUAL TO THE spn'nkierrrranolactorershouidbecentacredwiill standards of any authority flaring jurisdiction. SALES PRICE any rzuusriorec Theirmstathngcontroctororpmductmanutacturer RRIESIXIS should be contacted whOse to any questions, ANTA7L O1R WAlGN4NfRDE3268 Technical Any impairment must be immediately cnrrectorj EMPtIED, 180000188 WARR,4817E5 OF to is recommended that automatic sprinkler MEIRCHMTANIUTY AND F1Th'ESB FOR A Data beirropected, tested. and maintained by PMTh3LE9P8WF-. Approvals: a qualified Inspection Service, UL FM. ULC. VdS, and LPCB: Note: See Fire Protection Submittal Sheer for exact Listing (Approval information. Pag020r6 TFPtnrn Figures 201, 210, 219, and 260 Nominal FIgure 201 1.1 Figure 210 CME Cr001 - en Figure 260 2-6 Figure 219 51 * 'S'r..rree,mponoron.or,o.ot,.000,os O,0dr,npmoduOs. 6.5 nersu950easssu.0,0000,00w,0000ueeoponar* roe. 0,00Cm .0% 0%000, 0' tOO' - tram. owes .sjotioar0.t - rroaiomosro.00000nroo.oedroo.,n.,.r(4.o.nroS 000 Smes. Pnutinn Rosicruuee (25fpsSnd as Eqsmaateel Slmarotl Pipe) Size _00 457 8rancrm Rue Inches Fret Feel Fret Peel ear -iv;- Metro Meters Meters MeterS g- 424 -iv;- 0.0 153 r.s 06 - 02 45.3 0.7 0.4 n.e 07 ThY lIT 00.3 -35;- 1.0 0.5 55 I.e _53_ l5 IT 73.0 1.2 0.6 30 12 70.1,., 4.1 2,1 10.3 4.1 72 0.5 II 12 88.9 -w 1.5 yr 0,7 135 3,7 yr 1.5 ZO t.0 v; 5.0 yr 20 6 114.3 r 2.0 r 1.0 135 5.0 2.0 133.0.,. TOY 2.4 - 12 368' 51 24 8.0 n.m an.o 8.0 24 t.3 51 2.4 -3- _63_ ThY TOY 041.3 2.5 1.3 6.3 25 - 909.6.,,., - - T TOY 2.9 1.4 7.2 29 - 105.1.., TOY TOY 216 TOY Z9 7.4 7.2 29 TOY 108.3 - 3.0 1.5 7.0 10 210.3..,. 1ST 4.0 r 2.0 i roe 4.0 1 131 TOY 8' -15-T- 219.1 4.0 2.0 tOO 4.0 10 16.5 8.3 41,3 16.5 273.0 - 5.0 25 12.6 5.0 131 SI RT O35. 323.4 6.1 3.0 15.1 6.1 Figure 201 Ptgumn 210 FIgure 219 FIgure 2693 - 45' Whew 90' Elbow Tue nod Cap (081 Inches Lbs. liST ethos m, V ". Lbs. 2153 rebus ,.3ITWr, Lb. EG roleS Wt. Lbs. mm mom mm mm fY3 44.5 _, 0.9 0.4 2.78' 69.9 i.e 0.5 2.73 89.0 _jfl 1.4 0.6 0.86 22.4 0.4 02 2 .73'TOY2.08'44.5 0.569.9 0.5009 0.8 22,4 23 k - ER) 50 535 035TOY50.8 9.8 82.6 09 826 12 22,4 04 572 TOY335Y353Y535TOY 1.0 95.3 1.4 05.3 26 214 04 2.20 57.2 1.0 2.20 95.3 ThY 7.4 335 95.3 TOY 2.6 035 23.9 TOY 05 335 63.5 3.5 1.6 235 008.0 4.5 2.0 135 108.0 7.0 3.2 035 22.4 TOY 05 335 73.0 55 2.5 8' 120.7 3.9 4.75 120.7 -ilY 5.2 - - - 535 762 52 2.4 2.07 r27.0 TOY 39 335 127.0 35Y 5.4 735 25.4 t2 335 7.7 - '38' 91Y335 10Y - 826 3.5 113.4 5.t 133.4 4.8 3 2 7.7 3.50 23.0 45.0 525 35.0 1 5 335 155 0 4.7 35 026 3.5 t357 5.1 039.7 59 214 30 -2.20 TOY 335 9ES 335 17Y 135 52.6 3.9 039.7 6.r 139.7 7.7 25.4 23 120,0mm 3 1SY 635 'T4Y 035 133" - 85.9 5.4 ISZ4 6.6 t5C4 6.3 - 165,1mm 3 TIIT 5356357 353 735 73 88.9 5.4 tu5t 5.4 1652 11.8 25.4 3.4 6' "3' 6 'tO3 030' ThEY 135 TOY' 85.9 5.4 r65.r 8.4 t651 77.8 25.4 3.4 425 23,0 7.75 36.5 PIT e,3rmuen 1080 104 199.9 t66 1959 204 - 235 735 "SOY 35 - 5 931 8' 108.0 00.4 095.5 06.6 198.9 20.4 302 5,8 235 Th 035 '635 7ST 135 1207 ra.r 2256 27.2 229.6 32.7 31.8 01 12' oto rose '6OY - - - ? L ! 0 Page 1 of 6 September 2004 TFPI8I0 Pege3o16 TFP18I0 Figures 501, 510,519 and 51 ODE F/goes 201 Fig.,. 512 Flgono 519 Figme 51000 Figures 501S, 510S and 519S F/gore SO1S FIgure 5100 Figure 51957 RgszeholS FgosehloS Fgze519S 45 Elbow 90' ElbOw Too NoTnInal cbs 85, Inches Lb. looSes Lbs. In Lbs. m fig.mnt 85 1.8 2.75 1.5 2.75 Si 50.8 2 08 69.9 0.7 569 1.0 7B 3.08 5 3.0 572 1.0 76.2 1.0 76.2 1.4 572 7.0 78.2 7.0 752 7.4 41 625 1.6 85.9 1.3 85.9 1.9 85_ _3_ 428 4 YY 762 54 101.6 Z6 101.6 25 - T7 1 4 S. 28 82.6 55 724.0 59 124.0 5.4 - . --8. 3 428 0 82.6 29 224.0 18 124.0 5.4 - 350 i7 1128 5 85.9 54 139.7 5.0 739.7 6.8 165.1- - 555 r 6 88.9 54 139.7 5.1 139.7 59 - - 53 - 5.80 al 0' 100,0 92.4 174.8 10.6 174.8 74.2 * 581510 151000 1•000 sloe. oolbe - d!oefld00.flfl..570*S10l06oLc.nt,dTF.0.hS.swd.6k. 0 ApM Ko 1.1 3.75 ZDO 2.75 27 3.50 Zlb 1-14 23,0 ' FigowsOl F11ow510 Flgon519 Flgnw5lO0E 457 FlOss.. 90 Flbow Tnn 9 Otuin Elbow cbs gu r Noes trdws Lbs. Inohes Lbs. 7744,05 Lb. Ir44ws hwhns Inches Lbs. Size me, KS. mm Ks mb Kg. mm mm mm 1.75 2.75 15 2.06 IA - - 44.5 0.4 69.9 0.5 69.9 0.6 - - g -s:s 12 225 1 - 44.5 0.5 69.9 0.5 69.9 0.8 - - - - - 557.8 0.0 82.6 0.9 856 72 - - - - S 3.75 S 5.75 8 2/n 57.2 1.0 95.3 1.4 95.3 2.6 95.3 50.0 69.9 R3. - S:5 - s -a:s- sz r s, 6.35 9.6 708.0 2.0 709.0 3,2 708.0 59.4 69.9 sr ma 3 s 75.2 Z4 77.0 3.9 727.0 5.4 727.0 72.4 69.9 53 T 135 330'82.6 39 739.7 6.7 739.7 7.7 139.7 85.9699 I15250'88.9 5.4 165.7 8.4 76578 765.790.699.9 i :6:20 7.75305 7E us 425 708.070.4795.916.6196.9 204 1969 725.7 69.9 Fnclrun Ronututwe SOIS. 510555165 j25owod as Equivalent Stmight Pipe) 59 OS' Branch Ron Size Feet Feet PF Feet Inc hes M. MIners Melpis Meters Meters -r- -- 3.2 t .o Y 60.3 7.0 0.5 2.5 1.0 'W' 5W 2.0 9.8 iS 73.0 7.2 0.5 50 72 2.1 3 4.1 - 72 0.6 3.1 72 -5- 88.9 4.9 5.5 -5- 0.7 ,5 - 3.7 -IS- 9.5 4 3 3.3 16.3 6.5 774.3 20 7.0 5.0 50 8.0 4.1 00.0 0.5 - 24 7.3 6.7 24 r 2T Sos B . 747.3 2.5 7.3 53 25 63 2.9 7.4 7.2 29 W 768.3 3.0 8 T 50.8 1ST 279.1 4.0 50 70.0 4.0 Page 4of6 TFPIO1S Figures 250 and 350 F.goro 250 Cost h57091 Fabricated Sines 3 to 0' -ES ifs Figure 350 Fabricated Sines 870 12' [E100106 ,ranSunnst.a.m..nue..ec flw. 50, 00000100 058w mOcw1. - .10w4u0n0wIA 0,0 cthy 0000100 nO.0, 150 n000nanod. 4 Q Dior M End F ADA CAP Patented SO.0 lnn00d 010.0 00 n.000010 1100 50.007. Ficrn2S0 and 350 Concentric ROdaCer-Gwove,tGw058 - Noes/nut 5990. WI None/nA EtoE Appo. WI Nominal 0706 Aeon. Wt Size SIze InC7,nS Lbs. Size Inches Lbs. Inches L b s. InchesmmKg !nchnmmKS 1.0 -350 5.8'281 139.7.n3g 42 .4.00 0.5 79 101.6 2.6 r:6-3.5 201',h •139.7...4 3à5 2 5512 T1 3.50 4.6 5.00 72.1 482 0.5 5014 88.9 21 0024 177.05.5 53.50 4.6 5.001'76.1....oli/c 0.7 502 859 27 803 727.0 5.5 1.6 3.50 4.5 5.00 11.9 16.1o2 0,8 639 20 127.0 5.4 1,3 3.50 4.4 5.00 11.3 301/. 106 503 859 20 os 7220 57 13 '5 3.50 4.5 5.00 10.8 r3-OD 3014 0.6 04 08.9 50 127.0 4.9 F 1.3 4.00 5.5 6.00 21.9 Figure 350 0.6 105.1.03 101.5 2.5 1004 752.4 10.0 1.5 . 4.00 6.0 6.00 21.6 _________ 57 765.1.04 101.6 27 1005 7524 9.8 '2076.1,.. 1951..c1507. ¶506 1524 96 3.00 22 . 00 6.5 5.00 19.5 - 401/, 762 7.0 .6 2.7 1000 754 9 3.00 2.3 0 6.0 7.00 28.0 40 IS 70.2 1.0 S. 1.6 27 1204 777.8 72.7 3.00 2.3 ' 101.6 Z5 0. 9 2 0 6.0 7.00 30.0 402 76.2 1.0 5 57 7206 7778 13.5 _ '4 3.00 2.3 0 6.0 7.00 28.0 02/, 762 1.0 7.0 27 1208 177.9 72.7 3.00 32 0 5.9 7.00 335 4076.1... 762 1.5 1.0 12010 3.00 2.6 0 6.3403 76212 7.5 2.9 r -i Inch- Inches C D nche~ Kg- Inches hoSes Inches 125 31.8 1.75 44.5 1.89- 48.0 0.77 6.3 1.25 1.75 1.89 0.77 1.900 453 37.6 44.5 48.0 0.3 137 34.8 2.00 50.8 2.02 57.3 0.58 0.4 O 725 37.8 1.75 44.5 1.89 40.0 0.92 0.4 In 125 1.75 44.5 1.89 48.0 7592 0.4 2 2.375 60.3 31. 8 8 1.37 34. 2.00 50.8 2.02 5i.3 1.06 0.5 1.47 37.3 1.97 50.0 1.88 460 128 0.5 o 1.47 1.97 _150.0_ 1.89 2. 128 J.L 2.875 150 1.37 34.8 2.05 598 2.02 51.3 1.50 0.7 page 5ol6 1FP1810 Figures 391, 392, 393, 312 and 313 391 III 1111111 gurs T111 UL VUI FlOare 392 393 COO 312 Cr Flgme 313 Figaro392 312 Figoto 313 - and 393 Adapte Nipples 1050w hstbow Nominal Size nppn.Wt. CloE Appn.Wl. Glob Apps.Wt. Lbs. Inches Lbs. Inches Lbs. --!E• 0.8 1.75 0.4 1.35 0.4 [4.DD 0.4 44.5 9.2 35.7 0.9 1.75 02 0.5 1.38 0.5 0.4 44.5 62 30.1 0.2 2 • 7.2 1.80 05 1.38 0.6 0.5 47.8 8.3 35.1 0.3 21h•. 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 03 38.7 0.5 31 4.00 2.5 2.25 7.4 1.50 12 701.6 7.1 572 0.6 38.0 8.5 • 4 6.00 5.5 2.63 2.4 1.75 22 152.4 2.5 66.8 1.1 445 1.0 51 6.09 - 7.4 2.88 4.1 2.00 3.3 152.4 3.4 712 1.9 50.8 1.5 6.00 9.5 3.13 5.6 2.00 4.6 1524 4.3 79.5 2.5 50.8 2.1 6.00 142 3.98 11.1 2.00 8.7 152.4 5.4 98.6 5.9 50.8 3.9 8.00 27.0 4.35 14.0 2.13 9.1 203.2 12.2 71.3 8.4 54.0 4.0 8.00 33.0 4.88 22.0 2.25 16.7 2032 75.9 724.9 70.0 57.2 7.6 Figures 327 and 341 Figure 327 Figure 341 page 6ol6 TF51818 Figure 321 I._._ CO 1-4 -11E CaC F,gare 321 General Notes, Its the Dnsigno4s r00p0ns1561y, to select products suitable for the intended Snroice 60410 005010 ISO that pressure r850gSand pettotenancodalalsr,olecceoded. 550045 r060and 05dotstottdthe ostofias000s5tnotl88rs 9001 (8,1-1000). None, re,n000 any piping component or correct 01 loathly 659 piping deficiencies without first doprenna4zing aM dtahtatg the system. P4ato0aI and gashet selection should be nerised to be coenpoflblo Ion the speo6lc 090006ttos. Cer8lied Company TYCO FIRE PRODUCTS. 451 North Cannon Avenue. Lansdale. Pennsylvania 19946 PrInted U.S.A. ____________ 59rdocin0Ten - Na.n50I CtoE 9090.WL l CIOE Appo.Wt. Size Inches Lbs. Si. h In es Lbs. Inches nnn nsf, 1'4x11001'/o 2.0 6.50 26.5 82.6 0.9 __165.1 12.1 282015 3.25 2.7 6.50 27.0 h6x6x4 c Kg 325 3*75 42 3'75 42 7"75 36.6 82.6 7.2 __165.0 722 2½o210o1Y 2 7.71 362 95.3 7.9 __196.0 16.4 21002100110 4.2 3 7.75 36.595.3 7.9 __ 696.9 76.6 2'/u02½02 5n804 95.3 2.0 105.9 160 3030110 425 5. 8xa.5 7-75 1060 790.9 167 30302 80086 37.0 108.0 2.5 190.9 76.8 30302'S 4.25 5.8 1001002 9110 59.1 7060 5.5 2266 25.9 4o4o1V. & 0 9.0 190100 9,00 57.4 3 0 57.6 727.0 4.4 228.6 26.0 4048174 500 9.9 tOn 1004 9.00 027.0 4.5 328.6 267 40402 5 0 0Sa ngt 1501005 •:o- r 1270 4.6 228.6 202 4s4n215 5.00 1 58.0 0.3 15a10x 1 9-00 6 727.0 4.7 228.6 26.3 40403 5.00 15.5 9.00 58.4 1501008 727.0 4.8 228.6 265 805s2 5.50 1.4.5 iSa 1203 10.00 802 1397 60 254.0 39.4 5050210 5.50 14.8 1201204 10.00 00.5 1357 6.7 254.0 35.5 50503 5.50 15.2 1201205 12.00 80.7 139.7 8.9 254.0 38.5 50504 155 12o12n6 10.50 80.9 139.7 7.2 254.0 30.7 60602 6.50 6 5 1201200 15.05 91.4 2 25-5 254. 47.6 165.1 77.9 254.0 41.5 6060274 5.52 12s 12010 515 60603 6.50 765.7 72.8 Primary Materials: Body ASTM A536 Nylon- 11 Coated Disc ASTM 3.536 EPDM Enc.npsuIcd Uppor&Lower Stems AISI 420-SS Worn Gear Shaft AISI 410.55 Housing ASTM A-536 Hand Wheel ASTM A-536 Flag indicator ASTM A536 Shear Pin ASTMA-510 SegmoniGoar ASTM B.148 Housing Gasket EPDM GradeE LL rage i ui. i Fvaco® Förerser Grooved Butterfly Valve UL, ULC Listed! FM Approved Fig No,:DO Specifications Working Pressure- 175 PSI(12.5 ears) C®USZ Max. Test Pressure: 350 P51(25,0 Bars) LISTED APPROVED Max. Working Temp.: 250F (1 201,C) Factory Installed UL Listed Double Tamper Switches Valve Approved For Indoor and Outdoor Use Grooved End to Suit ANSI/AWWA and 8$ Pipe Size Dimensions(ln/mm): 2.5/65 4.1/105 3.3/85 3.7/94.6 2.9r3.0 5.31135 4.9/125 3/80 4/100 441112 5.7/145 3.6192 4.341108 3.8196,4 4.5/115.4 3,5183,9 4.61116.2 5.6/142 5.3/135 49/125 4.91125 6/150 8'/200 7.11180 8.0/204 5.71145 6.7/170 5.3/133.4 6.71170 6.6/168.3 8.6/219.1 7.6/193 7.6/193 8.91225 8.91225 0.28)7.1 0.9/24 I)i'n 8 r•J niotocials .iit,ut to ch:n)O ,'olfloiit )OICO ZI(t F rolsor' OO Rj5 I'yitd •t (..I(t1 (OI)'tOt F,valco 2006 ht//f,cdi'nv1v& mid/f 1p/rrriductcilPTPPPTSPR/')fl1 flRfl)/')7ddQhflY7d 11 / /"fli c Fig. 200 - "Trimflne" Adjustable Band Hanger Size Range - 1/2 thru 8 pipe Material - Carbon Steel, Mil. Galvanized to G90 specifications Function - For fire sprinkler and other general piping purposes. Knurled swivel nut design permits hanger adjustment after installation. Features - (1/2" thru 2") Flared edges ease installation for all pipe types and protect CPVC plastic pipe from abrasion. Captured design keeps adjusting nut : from separating with hanger. Hanger is easily A installed around pipe. (2'/E ' thru 8" Spring tension on nut holds it S securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters' Laboratories listed (1/2' thru 8") in the USA (UL) and Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"). Conforms to Federal Specifications WW-H-171E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200W0N. Order By - Figure number and pipe size Dimensions -Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 0mm or 10mm 31 /a 22/4 400 11 3/4 3/8 8mm or 10mm 31/8 21/?.400 11 1 3/8 8mm or 10mm 33/s 2/a 400 12 1'I4 3/8 8mm or 10mm 31I4 21/9 400 13 11!2 3/8 8mm or 10mm 37/s 2I 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 2'/2 3/8 10mm 55/4 411 600 27 3 3/8 10mm 57/6 4 600 29 31I2 3/8 10mm 73/s 5114 600 34 4 3/8 10mm 72/s 5 1000 35 5 1/2 12mm 91/a 61/4 1250 66 6 1/2 12mm 101/0 6I 1250 73 8 1/2 12mm 131/ 8/4 1250 136 Main Otfice/Manulacluriiig Facility 1 1/ '.nip;nn Av • (:n,n,o. (:I 92319 • II, 009 /3/ hN39 • Fax 059 131 0331") Customer Service • i"3 www.tolco.com res 3/8" thru 7/8' rod in 1" incTTTnts Material -• Carbon Steel Maximum Temperature - 750°F Finish - Plain Note - Available in Electro-Galvanized and HOG finish or Stainless Steel materials. Order By - Figure number, rod diameter, rod length and finish Dimensions Weights Rod Max. Rec. Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 98 - Rod Stiffener Size Range - Secures 3/8 thru 7/8" hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - Al) Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8" thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature -- 750°F Finish - Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions Weights Max Rec. Load Lbs. Rod For Service Temps Approx. Size 650°F 750°F Wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 - 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1'/4 8000 7140 360 1112 11630 10370 510 Main Office/Manufacturing Facility 13/' 1pervl t' • Cv'n:. Ci 92./9 • Ph 909 /3/ Mi9 • Ivy 099/3/0330 Customer Service • 30) / 'm26 wwwto!co.corn c®uS LISTED UL Listed Design Load Sch. 7 - 1600 lbs. (7,11kN) Sch. 10 & 40w/1" (25mm) Brace Pipe 2015 lbs. (8.96kN) Sch. 10 & 40 w/11/4" (32mm) Brace Pipe -- 2765 lbs. (12.30kN) ** See load ratings in UL Listed Design Load chart. The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where 9 is the installation angle measured from the vertical, Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 2/2' (65mm) thru 8' (200mm) IPS, * Pipe size used for bracing: 1" (25mm) and 11/4" (32mm) Schedule 40 IPS. Material: Steel Function: For bracing pipe against sway and seismic disturbance. The pipe attachment component of a sway brace system: Fig. 1001 is used in conjunction with a Fig, 900 Series fitting and joined together with bracing pipe per NFPA 13, forming a complete sway brace assembly. Features: Can be used to brace schedules 7 through 40 IPS. Field adjustable, making critical pre-engineering of bracing pipe length unnecessary. Unique design requires no threading of bracing pipe. Comes assembled and ready for installation. Fig. 1001 has built-in visual verification of correct installation. See installation note below. Installation Note: Position Fig. 1001 over the pipe to be braced and tighten two hex head cone point set bolts until heads bottom out. A minimum of 1" (25mm) pipe extension is recommended. Brace pipe can be installed on top or bottom of pipe to be braced. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 65. Finish: Plain, Contact Cooper B-Line for alternative finishes and materials. Order By: Order by figure number, pipe size to be braced, followed by pipe size used for bracing (1 "(25mm) or 11/4" (32mm)) , and finish. Important Note: Fig. 1001 is precision manufactured to perform its function as a critical component of a complete bracing assembly. To ensure performance, the UL Listing requires that Fig. 1001 must be used only with other Cooper B-Line/TOLCO bracing products. II All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line Set Bolt Included Mounting Hardware Is Not Included Fig. 4L ® TDLCD cus LISTED Fig. 980 - Universal Swivel Sway Brace Attachment - I8" to 3/4" Size Range: One size fits bracing pipe 1(25mm) thru 2" (50mm), Cooper B-Line 12 gauge (2.6mm) channel, and all structural steel up to 1/4" (31 .7mm) thick. Material: Steel Function: Multi-functional attachment to structure or braced pipe fitting. Features: This product's design incorporates a concentric attachment opening which is critical to the performance of structural seismic connections. NFPA 13 indicates clearly that fastener table load values are based only on concentric loading. Mounts to any surface angle. Break off bolt head assures verification of proper installation. Installation; Fig.980 is the structural or transitional attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-LineITOLCO "braced pipe" attachment, Fig. 1000, 1001, 2002, 4L, 4A or approved attachment to pipe to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 980 onto the "bracing pipe". Tighten the set bolt until the head breaks off. Attachment can pivot for adjustment to proper brace angle. Approvals: —Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 61. Note: Fig. 980 Swivel Attachment and Fig. 1001, 1000, 2002, 4A or approved attachment to pipe that make up a sway brace system of UL Listed attachments and bracing materials which satisfies the requirements of Underwriters Laboratories and the National Fire Protection Association (NFPA) Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number and finish. Pat. #6,273,372, Pat. #6,517,030, Pat. #6,953,174, Pat. #6,708,930, Pat. #7,191,987, Pat. #7,441,730, Pat. #7,669,806 Fig. 960 "Standard size. Longitudinal Brace Cooper B-Line, inc.'s ("Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. COOPER B-Line nnuo dim nvA aUtS Included Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4' (100mm) thru 8' (200mm) pipe. For sizes smaller than 4" (100mm) use B3140. ® TDLCD c®uS LISTED Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 4' (100mm) thru 8" (200mm). Installation Instructions: Fig. 4A is the braced pipe attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the bracing pipe and Cooper B-Line/TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4A over the pipe to be braced. Attach Cooper B-Line/TOLCO transitional fitting, either Fig. 980, 910, 909, or any other Cooper B-Line/TOLCO approved transitional fitting. Tighten bolts and nuts; torque requirement is a minimum of 50 ft/lbs. (68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish Note: Please refer to Fig. 4L for longitudinal brace applications for 2" (50mm) - 8" (200mm) pipe sizes. Fig. 4A - Longitudinal Cooper B-Line, Inc.'s ('Cooper B-Line") seismic bracing components are designed to be compatible only with other Cooper B-Line bracing components, resulting in a listed seismic bracing assembly. Cooper-B-Line's warranty for seismic bracing components will be the warranty provided in Cooper B-Line's standard terms and conditions of sale made available by Cooper B-Line, except that, in addition to the other exclusions from Cooper B-Line's warranty, Cooper B-line makes no warranty relating to Cooper B-Line's seismic bracing components that are combined with products not provided by Cooper B-Line. All dimensions in charts and on drawings are in inches, Dimensions shown in parentheses are in millimeters unless otherwise specified. COOER B-Line Component of State of Fig. 825 - Bar Joist Sway Brace Attachment CaiiforniaOSHPD Approved C Vi Seismic Restraints System Size Range — One size accommodates all TOLCO Fig. 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Material — Carbon Steel Function — To attach sway bracing and hanger assemblies to steel open web structural members. Features — This products design incorporates a concentric attachment point which is critical to the performance of structural seismic connections. NFPA 13 indicates the importance of concentric loading of connections and fasteners. Permits secure non-friction connection without drilling or welding. Unicjue design reinforces point of connection to joist. Break off head bolt design assures verification of proper instal- lation torque (mm. 31 ft.-lbs.). Approvals Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). Approved by Factory Mutual Engineering (FM). Included in our Seismic Restraints Catalog approved by the State of California Office of Statewide Health Planning and Development (OSHPD). For additional load, spacing and placement information relating to OSHPD projects, please refer to the TOLCO Seismic Restraint Systems Guidelines. Installation Instructions — The Fig. 825 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe' and a TOLCO "braced pipe" attachment, to form a complete bracing assembly. NFPA 13 and/or OSHPD guide- lines should be followed. To Install — Place the Fig. 825 on the steel beam, tighten the cone point set bolts until bolt heads break off. Attach other TOLCO transitional attachment fitting, Fig. 909, 910, 980 or 986. Transitional fitting attachment can pivot for adjustment to proper brace angle. Shvn;viII, Important Structural Note: // Fig. 060 .. The TOLCO Fig. 825 has significant UL established design loads, however, struc- tural issues related to the steel joist member require restricted location installation for all bracing. Steel Joist Manufacturers require that all earthquake bracing connections be within 6" of the cord panel point. Installation of the Fig. 825 must be limited to the outer third sections of the joist span. For instal- lations within the center third section of the joist span, use UL Listed TOLCO Fig. 825A. Finish — Plain, Electro-Galvanized and HDG Order By — Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 3/8" Maximum Design Load 2015 Lbs. Weight/1 00 237.5 Lbs. UL Listed as Hanger Attachment 6" Pipe Max. FM Approved Design Loads* 2900 — Across Beam 1350- Along Beam Dal joist shown allnc000 to va,bc,,s ,00I ,00loilnls Max. .1/ S1Onnachh VigS1O h/.xypi;oli; -. any dtro,liCn /.. ./ Fi fllEl,J,/ May pi. 0 ___ r2 onydllodlon F;g. IWO LI \, \I SIDE VIEW Optional Wood N000r Shown Fig. o- . [i Shoanwflh 1•.... ,- Fig. MO * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 8 is the installation angle measured from the vertical. FRONT VIEW TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components, in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or indirect, incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been, or are used. OFFICE/MANUFACTURING FACILITY • 1376 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com P.O. Box 3365 South El Monte, CA 91733 626444.0541 Fax 626.444.3887 www. Afcon.org P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 162 REVERSIBLE UNIVERSAL BEAM CLAMP 3/4" MOUTH RESTRAINING STRAP SIZE -3/8"and W" rod. MATERIAL- Ductile iron. FINISH - Plain. E.G. and H.D.G. LISTINGS - e'.tYas 203-EX 2551 <> Approval guide- Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thickness of less than 3/4". INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8= 60 inch tbs. or I/2"= 125 inch tbs. lathe absence of a torque wrench, engage set bolt finger tight their additionally tighten 1/3 turn. FEATURES * Listings allow installation with set screw up or down - see drawings. * Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish. SIZE- One size fits both 3/8" and 1/2" rod or set screw. Available lengths 4" and longer MATERIAL- Carbon Steel. FINISH - Mil. Galvanized. LISTINGS- ,-.. c&o 203-EX 2551 PATENT - No. 5,897,088 FUNCTION - To enhance hanger attachment in areas subject to Eaxthquaket INSTALLATION - Install tight to structure and component parts Minimum return on snap: I" L-dimcnsion is measured from hanger rod center to the strap earL FEATURES Fast installation for new construction or retrofit Requires no banger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts. (See drawings provided) ORDERING - Parr // and 1.-dimension. 1/08 1/08 APPROVED 8007957 GST 10 X CPVC 1-1/2 300 1.5 8020957 SWG 10 X CPVC 1-1/2 300 1.5 8008957 GST 20 X 2-1/2 850 1.5 X 4 1475 1.5 8068925 GST20SS X 2-1/2 850 1,5 8010957 GST 30 X 4 1500 1,5 X 4 1475 1.5 8009925 GST 25-380 X 4 1500 1.5 X 4 1475 1.5 8022925 SWG 25-380 X 3-1/2 - 4 1500 1.5 X 4 1475 1.5 8021957 SWG 20 X 2-1/2 - 3** 1250 1.5 8073925 SWG 20 SS X 2-1/2 1250 1.5 8139957 SH GST 2O X 3 1050 1.5 X 4 1475 1.5 8141957 SH GST 3O X 4 1500 1.5 X 4 1475 1,5 8140957 SH GST 2OSS X 3 1050 1.5 8142957 SH GST 3OSS X 4 1500 1.5 8038957 DSTR 1 X 4 1500 0.035 X 4 1475 0,1050 8037957 DSTR 1-1/2 X 4 1500 0.035 X 4 1475 0.1050 8039957 DSTR 516 X 4 1500 0.037 X 4 1475 0.1050 8045957 DST 516 X 4 1500 0.188 X 4 1475 0.1875 8046957 TEK50 X 4 1500 0.250 X 4 1475 0,1875 8055957 SWDR 1 X 4 1500 0.037 X 4 1475 0.0600 8056957 SWDR 516 X 4 1500 0.037 X 4 1475 0.0600 8054957 SWDR 1-1/2 X 4 1500 0.037 X 4 1475 0.0600 8137957 SH DSTR I X 4 1500 0.035 X 4 1475 0.1050 8150922 XP 20 X 2 750 0.027 X 4 1475 0.1050 8153922 XP 35 X 3-1/2 1250 0.043 X 4 1475 0.1050 8059957 CST 20 X 4 1475 3000 PSI 8061957 SWC2O x 4 1475 3000 PSI * SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2" SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4" ** SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" ** SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" UL and FM tests were performed in compliance with NFPA-13 Standards. Fastening requirement: 5 times weight of water filled schedule 40 pipe plus 250 pounds J9&- iT[7BUiIdex www.itwbuildex.com 800-284-5339 SSS2S 1 1 1 MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY SIGHT GLASS BRONZE LEKAbP VALVE SEAT IMPREGNATE!) TEFLON INDICATOR FEATS STEEL HANDLE LOCK SPRING STEEL MODEL 1000 9 A_ 3/4" 1" 11/4" 11I2' 2" TE&T'___ 0 The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. O The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R, And NFPA-13D. O The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact, Includes A Tamper Resistant Test Orifice. Integral Tamper Resistant Sight Glasses. And Is 300 PSI Rated. O Available In A Full Range Of Sizes From 3/i' To 2' NPT & BSPT, With All Specifiable Orifice Sizes 3/81, 711e, 1/2", 11/32°, (ELO). 3/4° (ESFR) and K.25. The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gauge. The Standard Model 1000 TESTANDRAIN Valve Includes A Pressure Gauge Port Tapping And Can Be Ordered With A Relief Valve As A Model 1011 Or lOUT O Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. 0.,Ik out New c)- ViSItEZE OF, the Internet Of / , , , , , , . FRONT VIEW/VERTiCAL INSTALLATION FROM 22411CR GAUGE #8.21 / PROVIDED - X1 1 SIREET 1002410 ORPFE DRAIN SIGEIT HAND/STRAIGHT INSTALLATION ORIFICE SIZE AVAILABLE - 3/8", 17/16". 1/2", 17/32", 810(5/8'). ESFR(3/4"Y and K.25 °AUGr.oblo on 11/2-to 2-nlUo uflltn only. DIMENSIONS - INCHES SIZE A B C 0 E F G I H 3/4"' 1 1/f 2 /,6" 120? 3N41 S&US 312" 93.241, 3 1B" BSS&,,, I a'16" 4 U/u"" 6 3i? T/° 1 is° 2 I16" 3 A" 3 'f 3/" 4 6 ia'" 1 -- 57/ 1 2 /16" 'n1 *1* 4 1/0 3 5,/' * 5 't' _ 1 1, 2 6 h/4° U116 3 11: 163.3Bnn, 45.58.,,,, 81.18.0,, 5 ito" trw., 3 i/o" FR.1&wn 2 SJ" 8 '//'10 6&c?w., 20S43.nn, 27118.0, 6 7l6" 1 &5a13/16W 3 //" 123J4n,, a,,, 81.145.0, 5 Iif 127,,!,, 3 f 99.118.,, 2 /e" 8 'Ii' 10 74" B&97n, 47.w., 27168.0,, ""3/4" Valve ULllntod only. gum ULLWEC EECIY JOB NAME: A 2! (090) 040 10FF: (MB) 228-4526 ARCHITECT: 20,8: b,foOta.bnIten,!. Wnb:0,00.t9040,dolonon. kStU81 ________ ENGINEER: CONTRACTOR: N APPROVALS: UL and ULC Listed U FM Approved except 3/4" U NYC-BSA NO. 7-87-SM CA. State Fire Marshall ®Pq1 VANE TYPE WATERFLOW PGfFER ALARM SWITCH WITH RETARD • The Symbol of Protection VSR-F VANE 1YPE WATERFLOW ALARM SWITCH WITH RETARD UL,ULCandCSfMkisted,FMandLPCgApproved,NYMEA Accepted, CE Marked Service Pressure: Upto450 PSI (31 BAR) Minimum FlewRateforAlann:lOGPM (38 LPM) Maxbnren Surge: 18 FPS (5,5 rn(s) ContactRatings: Twosets olSPOT (Form C) 15.0 Amps at 125/250 VAC 2.0 Amps at30VDC Resistive - Conduit Entrances: Two knockouts provided for 1/Zcrrnduil -. Environmental SpecifIcations: Suitable for indooror outdoor use with factory instated - din gasket and -cant housing. NEMA4ltP54 Rated Enclosure -use with appropriate conduit lIlting. Temperature Range: 40'F1120F, 4,5C149C - Non-corrosive sleeve Mutely installed in saddle. Caution: This device is not intended for applications in explosive environments. / SaeaAvailable: Steeleipe schedules lothru4O,sizes2'thrrr8 ES 387p,.e5"m200"s Wale For copper or plastic pipe use Model VSR-CF Service Use. Automatic Sprinkler NFPA-13 U.S. Pat. Na. 3821989 One ortwotarnilydweuing NFPA-130 Canadian Pat. No. 1009680 Residential occupancy up to four stories NFPA-13R Other Patents Pending National Fire Alarm Cede NFPA-72 Potter Electric. Rd.. 1990 optional: coverTumperswitctr Kit, Stock No. 0090018 GENERAL INFORMATION The Model VSR-F is a none type watertlow switch for use no wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe; schedules 10 through 40, sizes 2 thru 8' (50mm lhru 200mm). LPC approved sizes are 2' thIn 8" (50mm thru 200mm). The unit may also be used as a sectional watertlow detector on large systems. The unit contains two single pole, double throw, soup action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when 3 110w of 10 gallons per minute (38 LM or more occurs downstream at the device. The flow condition must exist for a period of time necessary to overcome the selected inlaId period. ERCLOSURE. The unit is enclosed in a general purpose, die- cost housing. The cover is held in place with two to tamper resis- ot screws which require a special 10y for removal. A field in- stattabte cover tamper switch is available as an option which may be used In indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch, Potter Electric Signal Company "2001 Craig Rno St l.uiae, MO, 63145.4161 Phone: 800-325-3939/Canada oila.602-lv33cwm.puttmsigeoicner PRINTED at usa MKT.mnomOr .OEVW PAGE tOF 2 terG.,5ar0761 -Paz FIG. 2 opsoat tower Sre rOn' FOR uE ROAM moisnog: no, PIR,xi or V owes mAc Burn nun (9/Her natcroa) 100 nmem -E OO.sr. USE r< ucasulu -'t or arisen Ecrssaee m Pntvtmjr ratsc aseua_, a 0' enruc as U5UaILY roe rrw rocitem S err iv '0'. W0 10 06101].. oetl. lorE us pitrotren M oat I rat sot F is 2 I/F I 1/.- u C 2' ar/n' 1 3' (w.,• ma mom,,) SO,am 02,,a,t Cover Tamper (triOs rover in plural rn eve me net Dec. SImm-Jo aprenu. ocr.aa scmrrrcs in tEns,) FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: PUG. 4 1. The Model VSR-F has two To remove knockouts: Place screwdriver at edge of knack- uwitrhon. one can be used to operate a control station, pro- outs, not in the center. unit whil. tM the, at is of via" annunciator, pilony this product is that the alectri. I cal entry must be sealed to iniclude moisture. 3 For pemd circ uits noe : 'Switch Terminal Cannon- finns' drawing and uaofian mA 151-a natolFcull. APPLICATION WARNINGI Duo lathe possibility of unintended discharges caused by pressure surges, trapped air, or Short retard times, watertlow switches that are monitoring wet pipe sprinkler systems should not he used as the sole initialing device In discharge APFF. deluge, or chemical suppression systems. TESTING The frequency of inspection and letting for the model VSR-F and its associated protective monitoring system should hole accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve, that is usually located at the end of the most remote branch toe, should ho always used for test purposes. It there are no provisions for testing the operation of the tam detection device on the system, application of the VSR-F is not recommended or advisable. A modicum flaw of 10 gpo (38 1pm) is required to activate this device. IMPORTANT NOTICE.- Please advise the person resporrstrme for testing of the fee protection system that this system must he tested in accordance with the testing instructions. PRINTED IN usa inlEt mommr -1000W PAGE 2OF2 MFG.45200701 -7)02 INSTALLATION: See Fig2 These devices may be mounted an horizontal or vertical pipe. On horizontal pipe they should he installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 0" (15cm) ala filling which changes the direction of the walertlow, or within 24' (60 cm) of valve or drain. Drain the system and drill a hole in the pipe rising a circular saw in a stow speed dnlL The 2" (Stmm) and 21/2" (65mm) devices require a hole with a diameter all 114' + 1/8' - 1/16' (33mm ±2renn(. At other sizes require a hole with a diameter of 2" ±1/8' (50mm ±2mm). Clean the inside pipe 01311 growth or ether material for a dis- tance equal to the pipe diameter on either side of the hole. Rot the vane so that it may be inserted into the hale; do not bend or crease t. Insert the vane so that the arrow on the saddle points in the direction of the walerliaw. Install the saddle strap and tighten nuts alternately to an eventual SUIt-lbs. (60 n-rn) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specifications subject to change without notice. FIG. I SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An aninsulatod section of a single conductor should not be leaped around the lemsl- not and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connecting in the event that the wire becomes dislodged from under the terminal lea —t PBA (E)POTTERBELLS -AC & PBD-DC The Symbol of Protection ULListed Size Voltages Available: 24VAC s Available: 60(l5omm)&(200m00) and 10" (250mm) 12OVAC 12VDC(10.210 15.6) Polarized 24VDC (20.4 to 312) Polarized Service Use: Fire Alarm General Signaling BurglarAlarm Environment Indoor oroutdoor use (See Note 1) -40" to 150"F(-40 to 66-C) (Outdoor use requiresweatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powdercoating Optional: Model BBK-1 weatherproof backbox 6" BELL SHOWN These vibrating type bets are designed for use as tire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4 (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: PnllerElec01ic signal Company -2081 C0003 Road, 50. Loon. MO. 63145-4161 - P1mw: 8e0-325-3936)Caoada nan.n82-1033-owo.pn*melsignol.cow P0101150 IS USA 12111.702*0001- REV s PAGE 1(7*2 0.IFG.05425776-5/55 Noles: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30" to 150"F (-34" to 660C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 1010S Vol.1002 7000(00* 670CR 003. 0000nor 4710101 21 Ii Ft 0)110) l2VnC 100006 1700012 .12.5 05 15 0050) 12000 PenIle 700012 *20 00 77 In 250) 12502 Pnololn 17100*2 .122 01 70 -I'm laVnC P00250 70004 4* 07 = 000) 24)100 70024 174 40 01 70 10m0) 207nC 70042)0 (71020 4* *4 02 0)100) 241/AC 702200 *400024 .370 01 70 0500) 241/SC P02240 (000024 .07* 00 77 0*052) 24(1CC Pn22410 (4102* .07* 00 10 0500 070020 P9*1706 640)70 40 00 00 000) 1701/AC 760100 1000)00 4* 00 04 07 00) 070500 *0*17010 1610170 02* 40 00 POTU ER BELLS The Symbol of Protection DIMENSIONS INCHES (mm) AG. I BEI.LS FIG. 2 WEATHERPROOFBACKBOX noxHesoNEmREADEo 1r2CONoUrrENroeojce r o 17 (10) Do -4-12 (60) 0100. 1775-2 AG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS 20(40) 00 10211 0040 (421 4-0*1(00 10010(01*) 0202_iI 4J(II0040 00)1) 60000 001*01 0. 005(02* 270.00)17 50 0000 D.C. 00.1.5. 2. 0*0 0)005 #010104* (2) ICIESt 0. 04(06 701060 241. 0171*. 1020007* (200 0010* 016€ 20uTO.T 007*0 (.0017 00.1.. 2. 00.00) Own 01(06110* 3-) 2. 006-7*-VIE 1OR Is 0010(4010*0 400 2.C. 0124*. 0000. #776-3 INSTALLATION The bet shall be installed in accordance with NFPA 72 or local At*j. The top of the device shall be no less than 90" Aff and not less than 6 below the ceiling. Removethegong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test at bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority P106(1500425* 12Kt08050001. REV S PAGE 20*2 1256.05200770.5045 Tension zones, seismic and • Fire Sprinkler & pipe supports wind loading applications • Cable Trays and Stool Suspended Conduit • Suspended Lighting + Ideal for precast hollow-core plank and post-tensioned concrete stabs + Cracked concrete tested afternatine tea mini drapin anchor + Redesigned ANSI carbide step bit with enlarged shoulder for accurate depth + Anchor design allows for shallow embedment as Iowan 3/4 of an inch 0. + Internally threaded anchor for easy adjustment and removability of threaded rod or huh + Drill and drive the anchor with one tool for fast anchor installation International Code Council, Evaluation Service QCC-ES), ESR-3912 for Concrete and Hollow-Care precast slabs, Code Compliant with the 2015, BC, 2015 IRC, 2012 IBC, 2012 111G, 2009 IBC, and 2009 IRC. Qualified according to ACI 355.2(including ASTM E 488) for use in concrete FM Approvals Factory Mutual) - File No. J.I. 3059197 CSI Divisions: 03 16 00 - Concrete Anchoring and 0505 19 - Post Installed Concrete Anchors. Expansion anchors shall be Mini-Undercut,- as suppled by OtWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. m'nn-uNooncur+ THREAD VERSION UNCThrnad ANCHOR MATERIALS Zinc plated ashen steel ANCHOR SIZE RANGE (TTh) 3/8" SUITABLE BASE MATERIALS Post-Tension Concrete Precast Hollow-Core Plate Normal-weight concrete E. -. CODE USTEI) cc-Es esg-sar GENERAL INFORMATION INSTALLATION INSTRUCTIONS GENERAL INFORMATION M1N14JN0ERC1JT+' Internally Threaded Undercut Anchor The Mini-Undercut+ anchor is an internally threaded, self-undercutting anchor designed for performance in cracked and uncracked concrete. Suitable base materials include past-tension concrete ('T slabs), hotlow-core precast concrete, normal-weight concrete, sand-lightweight concrete and concrete over steel dock. The Mini-lindercut+ anchor is installed into a pre-drilled hole with a power tool and a setting tool. The result is an anchor winch can provide consistent behavior at shallow embedments as low as 3/4 of an inch. After installation a steel element is threaded into the anchor ho'. SECTION CONTENTS General Infonnatiun ........... .. .... Installation Instructions ......... ........2 Reference Data (ASD)......................3 Strength Design (SO) ....................... 4 Ordering Intomsalion ....................... 6 INSTALLATION INSTRUCTiONS drill blL 011 lele en . debris from let, menus, sea/net/u thes050e, eqenhochuthuOng sited aN nerreare n 5100500n 410 Irene particles left 01 0 r Oads. The 15w drilling. . iatoi no resend son .. ... Iterative 01151 and dereanes of the i/U bit =it musl meet On requirements, sloan 50010/ E512.15. InstallatIon Infomiallon for NOW-Undorcut+ Anchor"-' . Attach the reqebod ... . - ... ... Ennoteeraded rod - 555 setting tool .• -. -- Cr boo till tenth tothehammer. . , . lustre dril Mount the M nl-thrdeicut+ -n won endetnni taking care anchor onto the net toe.xcend se/ann tool Duke the maximumthe anchor into . aehtvolnt torque the hole until the ot the steel insert Moulder of the element, T. anchor is flush wOn Ose base material. NonAOodnefoUU) radrospnonthjsennn MtoonO Syraboll Umb 3,111 .. ArChDr carbide (Diameter A in. IrnI 0.625 (159) Internal thread dameten lJn(1 d 3/8 NanOret drill bit ,xaunotm c6 lnnml ON/a Minimum nominal embedment depth . If—ii n. 314 Enecsvo embedment depth he (mm) (19) Hole depth h. lfnrnl 119) overall anchor length before seruke m. (mm) 15n6 (24) proximale Ice) impact poelen ylninmer-drill) . J 2.1 to 2.e Minimum diameter at hole clearance In lboure to cl,fl. . / 16 stool insert 0/meet (OdIne/ru anchor inatudaim) Me/mann member 00/russ in reuesd-weight , in. St/S lfnml 1641 lutrimum core, thIcisuem in holow men concrete In. 1-1/2 slobs bee ltoinw-Ceeemante noun) leenl (30) Critical edge distance c (mm) Minimum edge Ostunw So, (mm) (04) Minimum spacing distance aa 2) 70) Masimum Installation mqse T Poll M Enectrie tensile ovens ova A. In.' 0.044 undercut anchor body) (mel (28,4) Minimum spec/tad ultimate Shnnglr f. psi 95,000 Me/must seen/led yield 510050mg 6 psi yr, 76.000 thuaciad nanON fl Odds. 50.400 Cached ascreto fl sOOn. 29,125 hoar Itol = 25.4 em,. r 0/51 = tsa€ N.m. 1. The kufennatin, vesened S 510050/S to be used in meheenar Os, meaner ,no/a 000 310.14 coasts, 17o,usse.rr seneoun. eau201u0e. I ho, istu/afler Seoul to nohous In n010wintee wem0005luto. see ha/bee-Core onusroin O9re, 3. The embedment Separ, 1*, Is nrsaoretnsr, the curser se/ann of en concrete nwnnd, to Pr enhoddnd 5,40 5,40/ne. & Mean vskns even.,, e000 oudfr'ees oadns cw,o5,noie dereneeg an enemefe unenath. 505,0 red geenesotwtteaunn 1 euwn.DNWALT.mnn I eeaw.onwdl.n.coen 2 REFERENCE DATA (ASD) Mini-Undercut+ Anchor Detail evWMM STOP DRILL Off ______________________ MINI-UNDERCU'T* Before After SETTING TOOL Mini-Undercut+ Anchor Installed with Steel Insert Element REFERENCE DATA (ASD) Ulthnate and Allowable Tension Load Capacities for Mint-Undercut+ in Nonnal-WcigM Concrete'40 -_85AU cannixesseen moms Sessions Bear Miehown Rosebud ,FC,o3,eOOp01(thL7MPe) ..r4ns((073MPe) 0Reassear = ____ d be. Othalee, ieeen Tyn.Ioyy aooa T0000á SI0e TOInOIO 000 be. 00009 lb. .00 ISo lb. 00, ' 00 000 00 pa) N) we we 040 041) (000 (141) 3/4 1 ,535 1,975 385 495 1,770 2275 445 570 - 79) (6.8) (1.7) (2.5) 1. labehled dud athoea are In 00001,00 Installed 0 ooanre0. Coroeth coynmatie Cr0190 oral be at the 0,000050001r00008 00 CooS 0001,100 . AImelee bed capacities, are oalCuththd wing a, epa04 safety SOar 425 12 'n',5ASa, may00 ned S delemlone 010eecln 00000 for 01001 00010 ,0rri0011nd Cr104.00. Ultimate and Allowable Tension Load Capacities for Minl-Undercut+ In Hollow-Core Plank40 I •- Reff J VJW Fe .5,800 p.1 (34SMP.) Fe 8,000 p040.4 .). Pep 8,800 p.O (003 Ire) - O = L__Anshor ' - lfl00rel '8000th0, 4 11 1.104... ao, 1.0.100 Shea Tealee, 8000.1 Tue.,.' 800ea 10000.0 ObOe (0. (_)the we wewe. . we we -we TOe..00 FO 3/4 1.855 2,590 495 650 040 3/0 2,035 2,835 510 710 2,345 3,275 (8,3) (11.9) (2.1) (7.9) 585 (19) (9.1) (123) 9)3) 9)3) (10.4) (143) (23) labdarorctaad 00010 are for anchors efaladed in concrete. C0000nee roonreoreoar Oraf 0 naIl bed Or 0(0,4000005,0844 00,0 II 1fl0110a00. /11000010 bad repealer ore 04olethd 0009 p10,2 lately factor 4.0, LOom 000pe6900 ray be rood to de00009ny 0In00000 beds for IrlorreerIcto ethlprrsndu000rr9lCr Mini-Undercut+ installed Detail for Anchor in the Underside of Hollow-Core Concrete slabs 3 asrmv.0W4LT.ccm '4 p. STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design Information for Mlnl-Undercut+ Anchors In the Underside of I CODE USTFJ) I Honnal-welqht Concrete and the Underside of Hollow-Core Concrete Slabsa.coneo LXrES !J HootionalAncluarShoulloonsedodRad e0ea00 (Sod,) O.00a, 11.2stle, unfle " 3/8 Pacchacate0ry 1,2913 - 1 500ninS embedment depth h. (mm) (19) Swi Sbaerth 0010000.. (AU 3500-1417.4.1 9,00310-I1 0.8,1) Steel 0000)00 In leaden N.. - 8 Reduction factor to, stool 0503)5 ____ 0.65 85.0,000.0.80.0500.0800001.0040, (AU 310-1417,4,2 aA0 300-1103.2) Ettecline embedment Ire 09) Etteceveness fasten Ice uea01cked concrete 4... . 24 Effecduthrem factor for Gac000concrete 00 ' 17 Mo(lificatlon factor for cracked and 'Fre ' 1.0 (see note 5) Se Critical edge Astance C.(mm) (57) Redaction factor, concrete breakout ehe3)94 0 - . 0,40 Pe110.dS1000810080Tension (80318-1417.4.3 N AU 310-11 8,5.3) 701001 stoengOl. urorackrd ,0nreote foe,..lb See note 7 FoRest 5181900, cracbrod concrete I to 455 Rertractfon factor. potayd 50081915, 0.40 P04002850,00000 Tunisian For Soberer Appll0000lo.0 (80318-1417.2.3,3 OeAO 310-110.3,3.3) Characteristic palest o0arg1t seismic 410 Redr0000 factor, palbit stoe3)Sr, 505110 1 0 . 1 0.40 65001 05, = 25.4 ners 001= heRO former; tIn .0.004465. 1. The 0050000380 ended tobe erodaoth000045, pthmbrsrf AG 318.14 Cr4200 175 Act 318'119500'doD, 00 0(0(0,08, tceoe010s roOsteR redynlo dud 000010,70 adaldetat oe95reereroelA5 318-1417.2.3 a AD 311.11 0.3,3, 00a951005e. errol ,p*. to bvlolalal000 nrrdg ee31 000405fralr'S poObnhed 00,1,10138 (rabrsada,o and 2,1,01. to 500,95001 0 oee 0501004, elI, Seen an0o8ra00101 BC Section 1005.2. Act 310.14 Sec0 5.3. nAG 318-10 teolon 9.2, 4, TIre bonded rod or 95000055 11001 dm be r5edr,d. and the corVrM 0,100 01$. 001ao0110manchor ad lcd roast be 00011 toe detd9e. ti SOW the a50oRrrda eneCrosese factre IM ooaded 00001050 crrncr,100110000ry Ire,) 05 we 5)10a = 1.5 6. TIre 004080,0109,0,0510095 Icr 0.05110 0.1900,00,, 001090159101000102.50059 for erst0,1 maybe 'omeaead be edl10y9rg00aak00the Obebe 7o/2,540" forods trc/17.27& 700 heloor'coee curves, 0001 l 001500086 9a0,aroirnrglh In 000onote sroenrlsl4ae 810,4.70 90010 dm 95 8.000 Itsanorms may be 850,004 by rmd0*2 00, 01900 bOre 000 by ref borpo' (or 95cr ire /41.41' 7 ear led 011000 tcrdo,r0001etsle polcrrosthorgtrbMoan In soisreb applications0010404 on test remits 191AO355.2. Section 9.5, anremhhWptlT.com 0 ei,.0,:. t.:..o ;, :> :f. L I!; STRENGTH DESIGN (SD) Shear Design Information for Mlnl-Undercut+ Anchors In the Underside of ICODE LISTED Noomal-weight Concrete and the Underside of lIoUow-Coe Concrete Slabs'—"ICC-ES ESI1-3912 d- So. I 11bdd Rod momoopsodel Rods c141o Nabs. 54515 . a/B oecttorotegony 1.2m3 - t Nominal embedment depth in. (mm) 314 07 slooi SSBogIII Is, 5400,150 318-I4 17.51 s,s,A0 310-115.4.1) Steel strength inshear V. 985 Reduction (acts. steel 1 fr - 1 0.60 0100155005545.51500. losollmlc (50315-1417.2.3.3 0050315-Il 5.3.3.3) Steel strength in shear, selSnrte V..... lb 1195 Re/BetS factor, steel strength in shear, 5e6an1c - 0.60 00054010 B.o.d 550055454 Dasoc (00315-1017.5.20040 310-lI 5.4.2) Lead hearing length at anchor In shear (10-1 ________ 34 09) _______________________________________ Narsdnet outride anchor diameter d.0.625 RedioSar factor for concrete breakout strength - 0.45 POosdllsls3)th 1054000(50310-1417.2.355450315-115.4.3) CoeItclent to, pnwtsteong5n to, . 1.0 Effective embedment ho In. N4 Re/BoSon factor, ptha..4 shergth - 0.45 For St 1 con = 25.4 mn. rIg = 0.544 911. I. lfmrsea in the We is baIted to be asedsdtr no design prosisSosofact 318.14 Ceaplon brAct 31 B-11 0epeeths D. osapps Ineordess roslsteig eaaein inhoroneinatem no bessaaraleegarnnrsnlsef AS 316-17 17,2,3 sAS 318-11 013, as annbeSo ghe) asia IretalaSor rrustosrrpb OS nrasidscrares'sgub1shed (ASlalSo lnst'adbm and deraou All selasnor# are applicable wcheoeedesnbhnateasotlsCeoclsn reea.2, Act 318-t4aesttent3 arA03t8-tt 0,03559.2. The shengers sheen in So 5biearsfor the Mini-UrSoihe 009(549 gAy. 05015 petsobhe 6nespanabp lee Andring teeaded rod s055th41nrs910n. shear, and corrhSed torebe end shcar.asaconcaa6. RepasnsdaasioO Se steel seengrh in shear See bssed OtOl Sara per AS 355.2. 1011er 9,4 and man ho acod hr deuce in IsO of the eated00oJ results seing cyidSo 17.5.1.21e or Ad 318-145 equation o-29e Act 318-rn 0.611 R4orad snoas me ornel anasgth in sheer foe em Mr1.48005e0+ ardor, an, Ion aeshnate cyldailem 004 (Bead slob oaSIs inaenesbarco cith AS 3551 Ssorong.6a5n55151 be iced f5de01gn ORDERING INFORMATION ORDERING INFORMATION Mini-Undercut-i- Rot No. Sothen S132 0.4100050.544. .54540J 0.505 Le.ns,Th !!!.W. 1 015.5)17. P002511820 3/&s3/4 3/8 58 314 100 600 Accu-Bit' for DEWALT MIni-Undeacut+ Coteflo. 054445545454dm ",' 0051 0,1550.151. 554. P4015 P702431720 I 518"x3/4* SW 05461-PT (solos 1 3/8W 1 5/8 3/4 ) ..' SDS Plus Setting Tool for DEWALT Mlnl-Undercut+ Q&. I I-an50do PFM2101720 I 3/8000.r Setting Tool -FtAnchor 1 3/8 t Mini$IeeIen,..t,.. flo,Ieei.rn Me.frio - A000 Sad" Td 00 ] 3/9. 3/4 tsfini-Urdercunn PRIo42111820 PP02431720 P7102101720 00O273, 0C11133, 025133, 025262 IV 5 ewecSOWALT.corn I emaa.0EVE5Lt.com 6