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HomeMy WebLinkAbout3266 LIONSHEAD AVE; ; FPC2017-0274; Permit(_ofity PERMIT REPORT Carlsbad Print Date: 12/02/2020 Permit No: FPC2017-0274 Job Address: 3266 LIONSHEAD AVE. CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2218811600 Track #: Applied: 09/26/2017 Valuation: $8,499,071.60 Lot #: Issued: 10/10/2017 Occupancy Group: Project #: DEV16036 Finaled Close Out: 04/21/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Inspector: Plan Check#: Final Inspection: Project Title: DISTRIBUTE LOTS 13-15 SHELL BLDG Description: DISTRIBUTE LOT 13-15 -SPRINKLER >100 (1971/941 HEADS) (154,540 SF 1ST FLOOR + 17,820 SF MEZZ) FPContractor: EPIC FIRE PROTECTION INC 765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126 (760) 310-6122 FEE AMOUNT FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System> 100 heads (includes 1, riser) $230.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $230.00 FIRE NFPA 13 System> 100 heads (includes 1 riser) $832.00 Total Fees: $1,522.00 Total Payments To Date: $1,522.00 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 08 0 a' Dashboard Hydraulics Hydraulics Summary Sheet Project Information FPCIolq--o24 Calculation Date: 9/22/2017 2:00:13 PM DISTRIBUT LOT 15 SYSTEM #1 system ID drawing ref 2 OF 2 building NEW 3266 LIONSHEAD AVE CARLSBAD, CA construction occupancy contract --authority Hydraulics Criteria - density 25 PSI GPM/ft'design system type WET ESFR std NFPA 13 remote area 12 HEADS ft2 hazard EXTRA spr coverage 100 ft2 sprs flowing 12 figure calc'd volume 7,994.2 gal curve Tr+ ( Th static pressure 94.50 psi residual pressure 91.80 psi quantity flowing 3,500.0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE 1ra%r4r,+,r TrfmH&in p ------ ---------- 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 No. Mfgr Mod SIN# Size K 12 1 VIKING K25 VK510 25.2 140 Remote Area 1 - Supply / Demand Graph 120 100 93.74 psi available at Sprinkler Demand of 93.50 psi with System Flow of 1,769.2 GPM Margin: +0.3% _J 00 ---"-- _______ N185 - - 1,7692GPM 40 20 0 0 250 500 750 1000 1250 1500 1750 2000 Water Flow (GPM) 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 11 DISTRIBUT LOT 15 SYSTEM #1 Dashboard Hydraulics Supply Analysis (Remote Area 1) Sprinkler Flow: 1,519.2 GPM Additional Flows: 250.0 GPM [se Flow at Zero: None Total System Flow: 1,769.2 GPM Maximum velocity in pipe 19-20 is 15.4 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 409 50.5 Sprinkler 25.20 126.00 25.00 126.00 410 50.5 Sprinkler 25.20 126.00 25.00 126.00 405 50.5 Sprinkler 25.20 126.00 25.02 126.05 406 50.5 Sprinkler 25.20 126.00 25.02 126.05 401 50.5 Sprinkler 25.20 126.00 25.11 126.27 402 50.5 Sprinkler 25.20 126.00 25.11 126.27 408 50.5 Sprinkler 25.20 126.00 25.37 126.92 404 50.5 Sprinkler 25.20 126.00 25.39 126.98 411 50.5 Sprinkler 25.20 126.00 25.41 127.03 407 50.5 Sprinkler 25.20 126.00 25.43 1 127.08 400 50.5 Sprinkler 25.20 126.00 25.48 127.20 403 50.5 Sprinkler 25.20 126.00 25.52 127.30 5 16.2 1 Hose Flow 84.48 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of 11 DISTRIBUT LOT 15 SYSTEM #1 Dashboard Hydfaullcs Pipe Information (Remote Area 1) From Elevi Pipe ID Flows Added Inside Length C Value JTotal (Pt) psi GPM Diameter _ Fittings Fitting ft _ Friction Loss j psi/ft I Elev (Pe) psi Notes To _ Elev2 Type _ Total Total ft Fnct (Pf) psi 410 50.49 21/2 Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00006 Pt 409) 25.000 Pe 0.000 P1 0.001 409 50.49 BL 3.7 Total 10.0 411 50.49 21/z1 Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 c = 120 Pt 410) 25.001 Pe 0.000 P1 0.410 Total 10.0 410 50.49 BL 129.7 0.04103 89 50.49 2W' Eddy Flow 127.0 2.7050 1 Len 90.0 Ftg 18.7 C = 120 0.14508 Pt 411) 25.411 Pe 0.000 P1 15.773 411 50.49 BL 256.8 Total 108.7 49 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 0.14508 Pt 89) 41.184 Pe 0.359 Pf 2.836 89 50.49 RN 256.8 Total 19.5 Total Pressure at Node 49) 44.380 psi 408 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03678 Pt 409) 25.001 Pe 0.000 Pf 0.368 409 50.49 BL 122.3 Total 10.0 69 50.49 2h/2 Eddy Flow 126.9 2.7050 1 Len 128.0 Ftg 18.7 = 120 0.13729 Pt 408) 25,368 Pe 0.000 P1 20.142 408 50.49 BL 249.2 Total 146.7 29 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.13729 Pt 69) 45.510 Pe 0.359 P1 2.684 69 50.49 RN 249.2 Total 19.5 Total Pressure at Node 29) 48.553 psi 406 50.49 21/2' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00005 Pt 405) 25.021 Pe 0.000 P1 0.001 405 50.49 BL 3.5 Total 10.0 407 50.49 2'4" Eddy Flow 126.1 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 406) 25.022 Pe 0.000 P1 0.409 406 50.49 BL 129.5 0.04091 Total 10.0 88 50.49 2%0 Eddy Flow 127.1 2.7050 1 Len 90.0 Ftg 18.7 C = 120 Pt 407) 25.431 Pe 0.000 P1 15.756 407 50.49 BL 256.6 0.14493 Total 108.7 48 49.66 21/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.14493 Pt 88) 41.187 Pe 0.359 P1 2.833 88 50.49 RN 256.6 Total 19.5 Total Pressure at Node 48) 44.379 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 11 Alk DISTRIBUT LOT 15 SYSTEM #1 Dashboard Hydraulics Pipe Information (Remote Area 1) From Elevi Pipe ID Flows Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi ft Added GPM Diameter Fittings Notes To Elev2 Type in Friction Loss Total Total ft psi/ft Frict(Pf) psi 404 50.49 2½" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03695 Pt 405) 25,021 Pe 0.000 P1 0.369 Total 10.0 405 50.49 BL 122.6 68 50.49 21/2U Eddy Flow 127.0 2.7050 1 Len 128.0 Ftg 18.7 C = 120 0.13765 Pt 404) 25.390 Pe 0.000 PI 20.195 404 50.49 BL 249.6 Total 146.7 28 49.66 21/2" Eddy Flow T Len 0.8 Ftg 18.7 c = 120 0.13765 Pt 68) 45.585 Pe 0.359 Pf 2.691 68 50.49 RN 249.6 Total 19.5 Total Pressure at Node 28) 48.635 psi 402 50.49 21/,' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 401) 25.107 Pe 0.000 Pf 0.000 401 50.49 BL 3.4 0.00005 Total 10.0 403 50.49 21/2 Eddy Flow 126.3 2.7050 Len 10.0 Ftg 0.0 C = 120 0.04101 Pt 402) 25.108 Pe 0.000 PI 0.410 Total 10.0 402 50.49 BL 129.7 87 50.49 2%" Eddy Flow 127.3 2.7050 1 Len 90.0 Ftg 18.7 C = 120 Pt 403) 25.518 Pe 0.000 P1 15.800 403 50.49 BL 257.0 0.14533 Total 108.7 47 49.66 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 87) 41.318 Pe 0.359 P1 2.841 87 50.49 RN 257.0 Total 19.5 1 0.14533 Total Pressure at Node 47) 44.519 psi 400 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 c = 120 0.03709 Pt 401) 25.108 Pe 0.000 P1 0.371 401 50.49 BL 122.8 Total 10.0 67 50.49 2½" Eddy Flow 127.2 2.7050 1 Len 128.0 Ftg 18.7 C = 120 Pt 400) 25.479 Pe 0.000 P1 20.268 400 50.49 BL 250.0 0.13814 Total 146.7 27 49.66 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 67) 45.746 Pe 0.359 Pf 2.700 67 50.49 RN 250.0 0.13814 Total 19.5 Total Pressure at Node 27) 48.806 psi 49 49.66 4" Eddy Flow 4.3100 0 Len io.ol Ftg 0.0 C = 120 Pt 48) 44.380 Pe 0.000 P1 0.000 48 49.66 CM2 9.7 - 0.00003 Total 10.0 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 11 8 £38OO DashboatdHydraullcs Pipe Information DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes To EIev2 Type Total Total ft - Frict (Pf) psi 50 49.66 4" Eddy Flow 256,8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 49) 44.380 Pe 0.000 Pf 0.161 49 49.66 CM2 266.4 0.01607 Total 10.0 51 49.66 4" Eddy Flow 7.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 50) 44.541 Pe 0.000 Pf 0.094 50 49.66 CM2 198.8 0.00935 Total 10.0 52 49.66 4" Eddy Flow -666 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00439 Pt 51) 44.634 Pe 0.000 Pf 0.044 51 49.66 CM2 132.2 Total 10.0 53 49.66 4" Eddy Flow -66.2 4.3100 0 Len 10.0 Ftg 0.0 c = 120 Pt 52) 44.678 Pe 0.000 Pf 0.012 52 49.66 CM2 66.0 0.00122 Total 10.0 93 50.49 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 53) 44.690 Pe -0.359 pf 0.230 53 49.66 RN 66.0 0.01176 Total 19.5 73 50.49 2½" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 0.01176 Pt 93) 44.561 Pe 0.000 Pf 3.357 93 50.49 BL 66.0 Total 285.4 33 49.66 2V Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01176 Pt 73) 47.918 Pe 0.359 Pt 0.230 73 50.49 RN 66.0 Total 19.5 32 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 33) 48.507 Pe 0.000 Pt 0.002 33 49.66 CM1 66.0 0.00018 Total 10.0 Total Pressure at Node 32) 48.509 psi 92 50.49 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 52) 44.678 Pe -0.359 Pf 0.231 52 49.66 RN 66.2 0.01180 Total 19.5 72 50.49 21/2" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 92) 44.549 Pe 0.000 Pf 3.369 92 50.49 BL 66.2 0.01180 Total 285.4 32 49.66 2¼" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 72) 47.919 Pe 0.359 Pf 0.231 72 50.49 RN 66.2 0.01180 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 5 of 11 DJOO Pipe Information Dashboard Hydraulics DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi - GPM Diameter in Fittings Fitting ft Etev (Pe) psi Notes To Elev2 Type Friction Loss psi/ft Total Total ft - Frict (Pt) psi 31 49.66 6" Sch 10 66,0 6.3570 0 Len 10.01 Ftg 00 c = 120 l- 0.00066 Pt 32) 48.509 Pe 0.000 Pt 0.007 32 49.66 CM1 132.2 Total 10.0 Total Pressure at Node 31) 48.516 psi 91 50.49 214' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 51) 44.634 Pe -0.359 Pf 0.234 51 49.66 RN 66.6 0.01196 Total 19.5 71 50.49 21/2' Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 Pt 91) 44.508 Pe 0.000 Pt 3.414 91 50.49 BL 66.6 0.01196 Total 285.4 31 49.66 2W' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.01196 Pt 71) 47.922 Pe 0.359 Pt 0.234 71 50.49 RN 66.6 Total 19.5 30 49.66 6" Sch 10 132.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 31) 48.516 Pe 0,000 Pf 0.014 31 49.66 CM1 198.8 0.00141 Total 10.0 Total Pressure at Node 30) 48.530 psi 90 50.49 2T Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 50) 44.541 Pe -0.359 Pt 0.240 50 49.66 RN 67.6 0.01229 Total 19.5 70 50.49 2W' Eddy Flow 2.7050 lIT Len 248.0 Ftg 37.4 c = 120 Pt 90) 44.421 Pe 0.000 Pt 3.509 90 50.49 BL 67.6 0.01229 Total 285.4 30 49.66 21/z" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01229 Pt 70) 47.930 Pe 0.359 Pt 0.240 70 50.49 RN 67.6 Total 19.5 29 49.66 6" Sch 10 198.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 30) 48.530 Pe 0.000 Pf 0.024 30 49.66 CM1 266.4 0.00242 Total 10.0 28 49.66 6" Sch 10 249.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00822 Pt 29) 48.553 Pe 0.000 Pt 0.082 29 49.66 CM1 515.6 Total 10.0 27 49.66 6" Sch 10 249.6 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 28) 48.636 Pe 0.000 pf 0.171 28 49.66 CM1 765.2 0.01705 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of 11 DISTRIBUT LOT 15 SYSTEM #1 B 818OO Pipe Information (Remote Area 1) From Etevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi - GPM Diameter in Fittings Fitting ft Elev (Pe) psi Notes Frict (Pt) psi 1 ftTo EIev2 Type Friction Loss psi/ft Total Total ft - 26 49.66 6" Sch 10 250.0 6.3570 0 Len 10.0 Ftg 0.0 Lo Pt 27) 48.806 Fe 0.000 27 49.66 CM1 1,015.2 0.02877 Pt 0,288 Total Total Pressure at Node 26) 49.094 psi 47 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.01397 Pt 48) 44.379 Pe 0.000 Pt 0.140 48 49.66 CM2 246.9 Total 10.0 46 49.66 4" Eddy Flow 257.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 47) 44.519 Pe 0.000 Pt 0.523 47 49.66 CM2 503.9 0.05226 Total 10.0 86 50.49 2h/2 Eddy Flow 4357 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 46) 45.042 Pe -0.359 Pt 0.244 46 49.66 RN 68.2 0.01249 66 50.49 2%" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 0.01249 i Pt 86) 44.926 Fe 0.000 Pt 3.564 86 50.49 BL 68.2 Total 285.4 26 49.66 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 66) 48.491 Fe 0.359 Pt 0.244 66 50.49 RN 68.2 0.01249 Total 19.5 25 49.66 6" Sch 10 1,015.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.03245 Pt 26) 49.094 Fe 0.000 Pt 0.324 26 49.66 CM1 1,083.4 Total 10.0 i Total Pressure at Node 25) 49.419 psi 45 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 46) 45.042 Pe 0.000 Pt 0.399 46 49.66 CM2 435.7 0.03993 Total 10.0 85 50.49 21/a0 Eddy Flow -368.2 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 45) 45.441 Pe -0.359 Pt 0.240 45 49.68 RN 67.5 0.01226 Total 19.5 65 50.49 21/2" Eddy Flow 2.7050 T/1 Len 248.0 Ftg 374 c = 120 Pt 85) 45.321 Fe 0.000 Pt 3.498 85 50.49 BL 67.5 0.01226 Total 285.4 25 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01226 Pt 65) 48.820 Pe 0.359 Pt 0.240 65 50.49 RN 67.5 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 7 of 11 088 0* Pipe Information DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter in Fittings I Elev (Pe) Psi Frict (Pf) psi Notes To ft Elev2 Type Friction Loss psi/ft Total I Total ft 24 49.66 6" Sch 10 1,083,4 6.3570 0 Len 10.0 Ftg 0.0 F c = 120 Pt 25) 49.419 Pe 0.000 Pf 0.363 - 25 49.66 CM1 1,150.9 0.03629 Total 10.0 Total Pressure at Node 24) 49.781 psi 44 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.02925 Pt 45) 45.441 Pe 0.000 Pt 0.292 45 49.66 CM2 368.2 Total 10.0 84 50.49 21/2" Eddy Flow -300.1 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 44) 45.734 Pe -0.359 P1 0.244 44 49.66 RN 68.2 0.01247 Total 19.5 64 50.49 2h/2 Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 84) 45.618 Pe 0.000 Pt 3.560 84 50.49 BL 68.2 0.01247 Total 285.4 24 49.66 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18,7 c = 120 0.01247 Pt 64) 49.178 Fe 0.359 Pt 0.244 64 50.49 RN 68.2 Total 19.5 23 49.66 6" Sch 10 1,150.9 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.04036 ____ Pt 24) 49.781 Pe 0.000 Pt 0.404 24 49.66 CMI 1,219.1 Total 10.0 Total Pressure at Node 23) 50.185 psi 43 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 44) 45.734 Pe 0.000 Pt 0.200 44 49.66 CM2 300.1 0.02003 Total 10.0 83 50.49 2'/a" Eddy Flow -230.1 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01310 Pt 43) 45.934 Pe -0.359 Pf 0.256 43 49.66 RN 70.0 Total 19.5 63 50.49 272" Eddy Flow 2.7050 irr Len 248.0 Ftg 37.4 C = 120 0.01310 Pt 83) 45.830 Fe 0.000 Pt 3.739 83 50.49 BL 70.0 Total 285.4 23 49.66 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.01310 Pt 63) 49.570 Fe 0.359 Pt 0.256 63 50.49 RN 70.0 Total 19.5 22 49.66 6" Sch 10 1,219.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.04475 Pt 23) 50.185 Pe 0.000 PI 0.448 23 49.66 CMI 1,289.1 Total 10.0 Total Pressure at Node 22) 50.633 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 8 of 11 AM 088000' DashbwWHydraulla Pipe Information DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside TLength ft F C Value ITOthI (Pt) PSI GPM Diameter Fillings Fitting ft 1To1 Elev (Pe) psi Notes 1t( psi To ft Elev2 Type Friction Loss [ psi/ft Total ft 42 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.01225 Pt 43) 45.934 Pe 0.000 Pf 0.123 43 49.66 CM2 230.1 Total 10.0 82 50.49 2%" Eddy Flow -157.3 2.7050 T Len 0.8 Ftg 18.7 120 Pt 42) 46.056 Pe -0.359 Pf 0.276 42 49.66 RN 72.8 0.01410 Total 19.5 62 50.49 2%" Eddy Flow 2.7050 lIT Len 248.0 Ftg 37.4 C = 120 Pt 82) 45.972 Pe 0.000 Pf 4.025 82 50.49 BL 72.8 0.01410 Total 285.4 22 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 187 c = 120 Pt 62) 49.997 Pe 0.359 Pf 0.276 62 50.49 RN 72.8 0.01410 Total 19.5 21 49.66 6" Sch 10 1289.1 6.3570 0 _______ Len 10.0 Ftg 0.0 c = 120 0.04954 Pt 22) 50.633 Pe 0.000 Pf 0.495 22 49.66 CMI 1,361.9 Total 10.0 Total Pressure at Node 21) 51.128 psi 41 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 42) 46.056 Pe 0.000 Pf 0.061 42 49.66 CM2 157.3 0.00606 Total 10.0 81 50.49 2%" Eddy Flow -80.8 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 41) 46.117 Pe -0.359 Pf 0.302 41 49.66 RN 76.5 0.01544 Total 19.5 61 50.49 2'!3" Eddy Flow 2.7050 TIT Len 248.0 Ftg 374 C = 120 0.01544 Pt 81) 46.059 Pe 0.000 Pf 4.408 81 50.49 BL 76.5 Total 285.4 21 49.66 2'/a" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 61) 50.467 Pe 0.359 Pf 0.302 61 50.49 RN 76.5 0.01544 Total 19.5 20 49.66 6"Sch10 1,361.9 6.3570 0 Len 10.0 Ftg 0.0 C= 120 0.05481 Pt 21) 51.128 Pe 0.000 Pf 0.548 21 49.66 CMI 1,438.4 Total 10.0 Total Pressure at Node 20) 51.676 psi 40 49.66 4" Eddy Flow 4.3100 0 TLen 10.01 Ftg 0.0 C = 120 Pt 41) 46.117 Pe 0.000 41 49.66 CM2 80.8 0.00177 Pf 0.018 Total 10.0 © Copyright 2013 Sigma Development Group, Inc. Page 9 of II AN, Dashboard Hydraulics Pipe Information DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) Elevi Flows Length ft Total (Pt) psi From Pipe ID Added Inside C Value GPM Diameter _ Fittings Fitting ft _ Elev (Pe) psi _ Notes _ _ To Elev2 Type Friction Loss - Total Total ft psi/ft Frict (Pf) psi 80 50.49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01708 Pt 40) 46.135 Pe -0.359 Pf 0.334 40 49.66 RN 80.8 Total 19.5 60 50.49 21/2fl Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 Pt 80) 46.109 Pe 0.000 Pt 4.874 80 50.49 BL 80.8 0.01708 Total 285.4 20 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 60) 50.983 Pe 0.359 Pf 0.334 60 50.49 RN 80.8 0.01708 Total 19.5 Total Pressure at Node 20) 51.676 psi 6 16.16 8" PVC CL200 1 Len 745.0 c = 150 1t 5) 84.477 7 6800 8EE, GV/4 E Ftg 185.J__________j Pe 0.000 Total 1,930.3 5 16.16 LU 236.7 [ 0.00051 Pf 0.990 Total Pressure at Node 6)85.467 psi 4 16.16 8" PVC CL200 7.6800 0 Len 20.0 Ftg 0.0 C = 150 Pt 5) 84.477 Pe 0.000 Pt 0.325 5 16.16 LU 1,532.5 0.01624 Total 20.0 6 16.16 8' PVC CL200 A,032.3 7.6800 0 Len 325.0 Ftg 0.0 C = 150 0.00205 Pt 4) 84.802 Pe 0.000 Pt 0.665 4 16.16 LU 500.2 Total 325.0 2 0.00 8" PVC CL200 236.7 7.6800 T,GV!2E Len 145 .0 Ftg 93.9 c 150 0.00419 Pt 6) 85.467 Pe 6.997 Pt 1.001 7 PSI LOSS FOR DCDA SHOWN AS ELEVATION 6 16.16 LU 736.9 Total 238.9 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 = 150 0.00419 Pt 2) 93.471 Pe 0.000 Pt 0.004 2 0.00 LU 736.9 Total 1.0 Total Pressure at Node 1) 93.475 psi 3 0.00 8" PVC cL200 7.6800 2T,GV Len 120 .0 Ftg 92.7 C = 150 0.00782 Pt 84.802 Pe 6.997 Pt 1.663 7 PSI LOSS FOR DCDA SHOWN AS ELEVATION 4 16.16 LU 1,032.3 Total 212.7 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C = 150 0.00782 Pt 3) 93.467 Pe 0.000 Pt 0.008 3 0.00 LU 1,032.3 Total 1.0 Total Pressure at Node 1) 93.475 psi © Copyright 2013 Sigma Development Group, Inc. Page 10 of 11 88OO DaShbwidHydraulla Pipe Information DISTRIBUT LOT 15 SYSTEM #1 (Remote Area 1) Elevi Flows From ft Pipe ID Added Inside Length ft C Value Total (Pt) psi Fitting ft - Elev (Pe) psi GPM Diameter Fittings Notes To Elev2 Type in Friction Loss - ToTotal Total ft psi/ft Frict(Pf) psi 19 49.66 6" Sch 10 6.3570 3E Len 151.0 Ftg 52.8 c = 120 0.06064 Pt 20) 51.676 Pe 0.000 Pt 12.360 - 20 49.66 FM 1,519.2 Total 203.8 17 49.66 8" Sch 10 8.2490 E Len 60.8 Ftg 21.1 C = 120 Pt 19) 64.036 Pe 0.000 Pt 1.396 19 49.66 FM 1,519.2 0.01705 Total 81.9 11 18.16 8" Sch 10 8.2490 T,BV/E Len 33.5 Ftg 76.3 C = 120 0.01705 Pt 17) 65.432 Pe 13.640 Pt 1.873 17 49.66 FR 1,519.2 Total 109.8 10 18.16 8" Sch 10 8.2490 0 Len 2.0 Ftg 0.0 c = 120 0.01705 Pt 11) 80.954 Pe 0.000 Pt 0.034 - 11 18.16 MA 1,519.2 Total 2.0 8 18.16 8" Sch 10 8.2490 Len 1.0 Ftg 0.0 c = 120 0.01705 Pt 10) 80.988 Pe 0.000 Pt 0.017 - 10 18.16 MA 1,519.2 Total 1.0 7 16.16 8' Sch lO 8.2490 E/I Len 5.0 Ftg 62.2 C= 120 0.01705 Pt 8) 81.005 Pe 0.866 Pt 1.147 8 18.16 MA 1,519.2 Total 67.2 5 16.16 10" PVC cuoo 94200 T,3E/GV ,CV Len 50,0 Ftg 196.7 C = 150 0.00591 Pt 7) 83.019 Pe 0.000 Pt 1.459 7 16.16 UN 1,519.2 Total 246.7 Total Pressure at Node 5) 84.477 psi 0 0.00 8' PVC CL200 7.6800 0 Len 1.01 Ftg 0.0 = 150 J- Pt 1) 93.475 Pe 0.000 Pt 0.021 1 000 UN 1,7692 0.02119 Total 1.0 Total Pressure at Node 0) 93.496 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 11 of 11 & AlOO FC2-U:Vo 01q+ Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 9/22/2017 2:01:56 PM DISTRIBUT LOT 15 SYSTEM #2 system ID drawing ref 2 OF 2 building NEW 3266 LIONSHEAD AVE construction CARLSBAD, CA occupancy contract # authority r.nsr+nr Tnfnrmdinn I4 r4ri. .Iia-c rri4ri . •7I %SIIW U •I •tC F system type WET ESFR density 25 PSI GPM/ft2 design std NFPA 13 remote area 12 HEADS ft2 hazard EXTRA spr coverage 100 ft sprs flowing 12 figure calc'd volume 7,670.8 gal curve fax 760-798-0556 _- Flow Test I email EPICFIRE@COX.NET I j static pressure 94.50 psi Sprinklers in Remote ____________________ residual pressure 91.80 psi FNo. Mfgr Mod SIN# Size K 1 quantity flowing 3,500,0 GPM L 12 1 VIKING K25 VK510 1 1 25.2 J elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE 140 emote Area 1 - Supply / Demand 93.73 psi available at Sprinkler Demand of 90.17 psi 120 with System Flow of 1,770.8 GPM I Marain: +3.8% I 100 U) 80 60 40 20 oil N1'85 I 0250 500 750 1000 1250 1500 1750 2000 Water Flow (GPM) © Copyright 2013 Sigma Development Group, Inc. Page 1 of 11 8800 Supply Analysis / Source / Static / Quantity / Node / Pressure / /Pressure Pressure / Flowing Zero 94.50 psi 1 91.80 psi 1 3,500.0 GPM f DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) / Total / 7 Pressure//f Total System / Pressure / Available Flow / Required / 93.73 psi 1,770.8 GPM 90.17 psi Sprinkler Flow: 1520.8 GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 1770.8 GPM Maximum velocity in pipe 130- 131 is 16.5 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 510 50.5 Sprinkler 25.20 126.00 25.00 126.00 509 50.5 Sprinkler 25.20 126.00 25.00 126.00 506 50.5 Sprinkler 25.20 126.00 25.05 126.13 505 50.5 Sprinkler 25.20 126.00 25.05 126.13 502 50.5 Sprinkler 25.20 126.00 25.24 126.60 501 50.5 Sprinkler 25.20 126.00 25.24 126.60 511 50.5 Sprinkler 25.20 126.00 25.37 126.93 508 50.5 Sprinkler 25.20 126.00 25.41 127.03 507 50.5 Sprinkler 25.20 126.00 25.43 127.06 504 50.5 Sprinkler 25.20 126.00 25.46 127.15 503 50.5 Sprinkler 25.20 126.00 25.62 127.55 500 50.5 Sprinkler 25.20 126.00 25.64 127.60 5 16.2 Hose Flow 81.14 250.0 0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 11 Aoo Pipe Information Dashboard Hydraulics DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From EIv1 ft Pipe ID Flows Added Inside Length ftT C Value Total (Pt) psi GPM Diameter in Elev2 Friction Fittings Elev (Pc) psi Notes Fiict (Pf) psi To Type Loss psi/ft Total Total ft 511 50.49 2'/a" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 510) 25.001 Pe 0.000 Pt 0.370 Total 10.0 510 50.49 BL 122.6 0.03697 173 50.49 21/al) Eddy Flow 126.9 2.7050 T Len 89.5 Ftg 18.7 C = 120 0.13765 Pt 511) 25.371 Pe 0.000 Pf 14.896 511 50.49 BL 249.6 Total 108.2 133 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 P1173) 40.267 Fe 0.359 Pt 2.691 173 50.49 RN 249.6 0.13765 Total 19.5 132 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.01424 Pt 133) 43.317 Fe 0.000 Pt 0.142 133 49.66 CM2 249.6 Total 10.0 , Total Pressure at Node 132) 43.459 psi 509 50.49 21/al Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 P1510) 25.001 Pe 0.000 Pt 0.000 510 50.49 BL 3.4 0.00005 Total 10.0 508 50.49 2h/afl Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 509) 25.001 Fe 0.000 pf 0.408 509 50.49 BL 129.4 0.04083 Total 10.0 153 50.49 2%" Eddy Flow 127.0 2.7050 1 Len 128.5 Ftg 18.7 c = 120 0.14471 Pt 508) 25.410 Fe 0.000 Pf 21.304 508 50.49 BL 256.4 Total 147.2 113 49.66 2/a" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 153) 46.714 Fe 0.359 Pt 2.829 153 50.49 RN 256.4 0.14471 Total 19.5 112 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 P1113) 49.903 Pe 0.000 Pt 0.023 113 49.66 CM1 256.4 0.00226 1 Total 10.0 Total Pressure at Node 112) 49.925 psi 507 50.49 2h/a1 Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03727 Pt 506) 25.052 Pe 0.000 Pt 0.373 Total 10.0 506 50.49 BL 123.2 172 50.49 214" Eddy Flow 127.1 2.7050 1 Len 89.5 Ftg 18.7 C = 120 Pt 507) 25.425 Fe 0.000 Pt 14.970 507 50.49 BL ______ 250.2 0.13834 Total 108.2 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 11 DISTRIBUT LOT 15 SYSTEM #2 Dashboard Hydratifics Pipe Information (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft J C Value Total (Pt) psi GPM Diameter in Total Fittings psi/ft Elev (Pe) psi Notes To Elev2 Type Total ft F,ict(Pf) psi 132 49.66 21/s" Eddy Flow 2.7050 1 Len 0.8 Ftg 18,7 c = 120 Pt 172) 40.395 Pe 0.359 Pt 2.704 Total 19.5 172 50.49 RN 250.2 0.13834 131 49.66 4" Eddy Flow 249.6 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.05146 Pt 132) 43.459 Pe 0.000 Pt 0.515 132 49.66 CM2 499.8 Total 10.0 Total Pressure at Node 131) 43.974 Psi 505 50.49 21/2 Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00004 Pt 506) 25.052 Pe 0.000 Pt 0.000 Total 10.0 506 50.49 BL 3.0 504 50.49 2'/a' Eddy Flow 126.1 2.7050 Len 100 Ftg 0.0 C = 120 Pt 505) 25.053 Pe 0.000 Pt 0.407 505 50.49 BL 129.1 0.04066 Total 10.0 152 50.49 2'/a" Eddy Flow 127.2 2.7050 T Len 128.5 Ftg 18.7 C = 120 0.14455 Pt 504) 25.459 Pe 0.000 Pt 21.281 504 50.49 BL 256.2 Total 147.2 112 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18,7 C = 120 0.14455 Pt 152) 46.740 Pe 0.359 Pt 2.826 152 50.49 RN 256.2 Total 19.5 111 49.66 6" Sch 10 256.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00813 Pt 112) 49.925 Pe 0.000 Pt 0.081 112 49.66 CMI 512.7 Total 10.0 Total Pressure at Node 111) 50.007 psi 503 50.49 21/2 Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 502) 25.237 Pe 0.000 Pt 0.384 502 50.49 BL 125.1 0.03837 Total 10.0 171 50.49 2'/2" Eddy Flow 127.6 2.7050 1 Len 89.5 Ftg 18.7 C = 120 0.14083 Pt 503) 25.621 Pe 0.000 Pf 15.240 503 50.49 BL 252.7 Total 108.2 131 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.14083 Pt 171) 40.861 Pe 0.359 Pt 2.753 171 50.49 RN 252.7 Total 19,5 130 49.66 4" Eddy Flow 499.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.10971 Pt 131) 43.974 Pe 0.000 Pt 1.097 131 49.66 CM2 752.5 Total 10.0 Total Pressure at Node 130) 45.071 psi © Copyright 2013 Sigma Development Group, Inc. Page 4 of 11 088'00* Pipe Information Dashboard HydraUlIcs DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft 1 C Value J Total (Pt) psi GPM Diameter in Fittings Fitting ft I Friction Loss J psi/ft I Elev (Pe) psi I Notes To Elev2 Type Total Total ft Frict (PI) psi 501 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 c = 120 Pt 502) 25.237 Pe 0.000 Pt 0.000 Total 10.0 - 502 50.49 BL 1.5 0.00001 500 50.49 2h/2 Eddy Flow 126,6 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 501) 25.238 Pe 0.000 Pf 0.401 Total 10.0 501 50.49 BL 128.1 0.04008 151 50.49 2/2" Eddy Flow 127.6 2.7050 1 Len 128.5 Ftg 18.7 c = 120 Pt 500) 25.638 Pe 0.000 pf 21.194 500 50.49 BL 255.7 0.14397 Total 147.2 111 49.66 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 0.14397 Pt 151) 46.833 Pe 0.359 Pt 2.814 151 50.49 RN 255.7 Total 19.5 110 49.66 6" Sch 10 512.7 6.3570 0 Len 10.0 Ftg 0.0 c = 120 Pt 111) 50.006 Pe 0.000 Pf 0.172 111 49.66 CMI 768.3 0.01718 Total 10-01 Total Pressure at Node 110) 50.178 psi 170 50.49 21/20 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01574 Pt 130) 45.071 Pe -0.359 Pt 0.308 130 49.66 RN 77.3 Total 19.5 150 50.49 21/a0 Eddy Flow 2.7050 1/1 Len 248.0 Ftg 37.4 c = 120 0.01574 Pt 170) 45.019 Pe 0.000 Pt 4.492 170 50.49 BL 77.3 Total 285.4 110 49.66 21/P Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 150) 49.511 Pe 0.359 Pt 0.308 150 50.49 RN 77.3 0.01574 Total 19.5 109 49.66 6" Sch 10 768.3 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02052 Pt 110) 50.178 Pe 0.000 Pt 0.205 110 49.66 CMI 845.6 Total 10.0 i Total Pressure at Node 109) 50.383 psi 129 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 130) 45071 Pe 0.000 Pf 0.898 130 49.66 CM2 675.2 0.08978 Total 10.0 169 50.49 2%" Eddy Flow -603.7 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 129) 45.969 Pe -0.359 Pt 0.266 129 49.66 RN 71.4 0.01360 Total 19.5 1 © Copyright 2013 Sigma Development Group, Inc. Page 5 of 11 oo Pipe Information DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft 'l' C Value Total (Pt) psi GPM Diameter in EIev2 Friction Fittings FittingJ- Elev (Pe) psi Notes To Type Loss psi/ft 1 ft Total Total ft -7 Frict (Pf) psi 149 50.49 21/2 ' Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C 120 0.01360 Pt 169) 45.875 Pe 0.000 Pf 3.883 169 50.49 BL 71.4 Total 285.4 109 49.66 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 149) 49.758 Fe 0.359 Pf 0.266 149 50.49 RN 71.4 0.01360 Total 19.5 108 49.66 6" Sch 10 845.6 6.3570 0 Len 10.0 Ftg 0,0 C = 120 0.02384 Pt 109) 50.383 Pe 0.000 pf 0.238 109 49.66 CMI 917.0 Total 10.0 Total Pressure at Node 108) 50.622 psi 128 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.07300 Pt 129) 45.969 Pe 0.000 Pf 0.730 ..129 49.66 CM2 603.7 Total 10.0 168 50.49 2'/a" Eddy Flow -536.7 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.01209 Pt 128) 46.699 Pe -0.359 Pt 0.236 128 49.66 RN 67.0 Total 19.5 148 50.49 21/zfl Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 168) 46.575 Fe 0.000 Pt 3.450 168 50.49 BL 67.0 0.01209 Total 285.4 108 49.66 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 148) 50.026 Pe 0.359 Pt 0.236 148 50.49 RN 67.0 0.01209 Total 19.5 107 49.66 6" Sch 10 917.0 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02716 Pt 108) 50.622 Pe 0.000 Pt 0.272 108 49.66 CM1 984.1 Total 10-0 1 Total Pressure at Node 107) 50.893 psi 127 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.05872 Pt 128) 46.699 Pe 0.000 Pf 0.587 128 49.66 CM2 536.7 Total 10.0 167 50.49 2'/2" Eddy Flow 72.7 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 127) 47.286 Pe -0.359 Pf 0.217 127 49.66 RN 64.0 0.01112 Total 19.5 147 50.49 2%" Eddy Flow 2.7050 TIT Len 248.0 Ftg 374 C = 120 Pt 167) 47.144 Pe 0.000 Pt 3.173 167 50.49 BL 64.0 0.01112 Total 285.4 © Copyright 2013 Sigma Development Group, Inc. Page 6 of 11 OO Dashboard Hydraulics Pipe Information DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ftl C Value Total (Pt) psi GPM Diameter Fittings Fitting ft Elev (Pe) Notes To Elev2 Type in Total Friction Loss Total ft psi/ft Frict (Pf) psi 107 49.66 21/20 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 120 Pt 147) 50.317 Fe 0.359 Pt 0.217 147 50.49 RN 64.0 0.01112 Total 19.5 106 49.66 6" Sch 10 984.1 6.3570 0 Len 10.0 Ftg 0.0 c = 120 0.03052 Pt 107) 50.893 Pe 0.000 Pt 0.305 107 49.66 CMI 1,048.1 Total 10,0 Total Pressure at Node 106) 51.199 psi 126 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 127) 47.286 Pe 0.000 Pt 0.464 127 49.66 CM2 472.7 0.04642 Total 10.0 166 50.49 2%" Eddy Flow -410.2 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 126) 47.750 Fe -0.359 PI 0.208 126 49.66 RN 62.5 0.01063 Total 19.5 146 50.49 21/20 Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 0.01063 Pt 166) 47.598 Fe 0.000 Pt 3.033 166 50.49 BL 62.5 Total 285,4 106 49.66 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01063 Pt 146) 50.631 Fe 0.359 Pt 0.208 146 50.49 RN 62.5 Total 19.5 105 49.66 6" Sch 10 1,048.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.03397 Pt 106) 51.199 Fe 0.000 Pt 0.340 106 49.66 CMI 1,110.6 Total 10.0 Total Pressure at Node 105) 51.538 psi 125 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.03571 Pt 126) 47.750 Fe 0.000 Pt 0.357 126 49.66 CM2 410.2 Total 10.0 165 50.49 2l/z Eddy Flow 3479 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01057 Pt 125) 48.107 Fe -0.359 Pt 0.207 125 49.66 RN 62.3 Total 19.5 145 50.49 2'/2" Eddy Flow 2.7050 irr Len 248.0 Ftg 37.4 C = 120 0.01057 Pt 165) 47.954 Pe 0.000 Pt 3.018 165 50.49 BL 62.3 Total 285.4 105 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01057 Ft 145) 50.972 Fe 0.359 Pt 0.207 145 50.49 RN 62.3 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 7 of 11 AWI&WO Pipe Information DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft T C Value Total (Pt) psi GPM Diameter Fittings Fitting "1- Elev (Pe) psi Notes To I Elev2 ft ype in tion Loss T Total Total ft psi/ft Frict (Pf) psi 104 49.66 6" Sch 10 1110.6 6.3570 0 Len io.oT Ftg 0.0 c = 120 0.03758 Pt 105) 51.538 Pe 0.000 Pt 0.376 105 49.66 CM1 1,172.9 Total -'j'511 Total Pressure at Node 104) 51.914 psi 124 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02632 Pt 125) 48.108 Pe 0.000 Pf 0.263 125 49.66 CM2 347.9 Total 10.0 164 50.49 21/z Eddy Flow -284.4 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01092 Pt 124) 48.371 Fe -0.359 Pf 0.213 124 49.66 RN 63.4 Total 19.5 144 50.49 2/2" Eddy Flow 2.7050 l/T Len 248.0 Ftg 37.4 C = 120 pt164) 48.225 Pe 0.000 Pt 3.117 164 50.49 BL 63.4 0.01092 Total 285.4 104 49.66 2'/a" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 144) 51.341 Pe 0.359 Pt 0.213 144 50.49 RN 63.4 0.01092 Total 19.5 103 49.66 6" Sch 10 1,172.9 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 104) 51.914 Pe 0.000 Pt 0.414 104 49.66 CM1 1,236.3 0.04143 Total 10.0 Total Pressure at Node 103) 52.328 psi 123 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.01814 Pt 124) 48.371 Pe 0.000 Pt 0.181 124 49.66 CM2 284.4 Total 10.0 163 50.49 2h/2 Eddy Flow -218.8 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01164 Pt 123) 48.552 Pe -0.359 Pt 0.227 123 49.66 RN 65.6 Total 19,5 143 50.49 2%" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 0.01164 Pt 163) 48.420 Pe 0.000 Pf 3.322 163 50.49 BL 65.6 Total 285.4 103 49.66 2t/2U Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.01164 Pt 143) 51.741 Fe 0.359 Pt 0.227 143 50.49 RN 65.6 Total 19.5 102 49.66 6" Sch 10 1,236.3 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.04559 Pt 103) 52.328 Pe 0.000 Pt 0.456 103 49.66 CM1 1,302.0 Total 10.0 Total Pressure at Node 102) 52.784 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 8 of 11 44-4 DISTRIBUT LOT 15 SYSTEM #2 Pipe Information (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside TLength ft F I 1 CValue ITOthI (Pt) psi - GPM Diameter in Fittings Filling ft I Friction Loss [ psi/ft Elev (Pe) Psi Notes 1Mct (Pt) psi To EIev2 Type Total I ITotal ft 122 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 c = 120 Pt 123) 48.552 Pe 0.000 Pf 0.112 123 49.66 CM2 218.8 0.01116 Total 10.0 162 50.49 21/" Eddy Flow -150.0 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01270 Pt 122) 48.664 Pe -0.359 Pt 0.248 122 49.66 RN 68.8 Total 19.5 142 50.49 2'/2" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 162) 48.552 Pe 0.000 Pt 3.624 162 50.49 BL 68.8 0.01270 Total 285.4 102 49.66 2h/1 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 142) 52.177 Pe 0.359 Pt 0.248 142 50.49 RN 68.8 0.01270 Total 19.5 101 49.66 6" Sch 10 1,302.0 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.05014 Pt 102) 52.784 Pe 0.000 Pt 0.501 102 49.66 CMI 1,370.8 Total 10-01 Total Pressure at Node 101) 53.286 psi 121 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 122) 48.664 Pe 0.000 Pt 0.056 122 49.66 CM2 150.0 0.00555 Total 10,0 161 50.49 2%" Eddy Flow -77.2 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 121) 48.719 Pe -0.359 Pt 0.275 121 49.66 RN 72.7 0.01407 Total 19.5 141 50.49 21/2 Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 161) 48.635 Pe 0.000 Pf 4.016 161 50.49 BL 72.7 0.01407 Total 285.4 101 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 141) 52.651 Pe 0.359 Pt 0.275 141 50.49 RN 72.7 0.01407 Total 19.5 100 49.66 6" Sch 10 1,370.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.05518 Pt 101) 53.286 Pe 0,000 Pt 0.552 101 49.66 CMI 1,443.6 Total 10.0 Total Pressure at Node 100) 53.837 psi 120 49.66 4" Eddy Flow 4.3100 0 Len io.oj Ftg 0.0 C=120 Pt 121) 48.719 Pe 0.000 Pt 0.016 121 49.66 CM2 77.2 0.00163 iri1 0 Copyright 2013 Sigma Development Group, Inc. Page 9 of 11 UJOO Da Pipe Information shboard Hydraulics DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi Fittingft Etev (Pe) p' GPM Diameter Fittings Notes To 1 Elev2 in ft ype Friction Loss T Total I I Total ft psi/ft Frict (Pt) psi 160 50.49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01572 Pt 120) 48.735 Pe -0.359 Pt 0.307 120 49.66 RN 77.2 Total 19.5 140 50.49 21/2" Eddy Flow 2.7050 l/T Len 248.0 Ftg 37.4 = 120 0.01572 Pt 160) 48.683 Pe 0.000 Pt 4.487 160 50.49 BL 77.2 100 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 140) 53.171 Pe 0.359 Pt 0.307 140 50.49 RN 77.2 0.01572 Total 19.5 Total Pressure at Node 100) 53.837 psi 6 16.16 8" PVC CL200 76800 8EE, GV/4E [Len 1,745.01 C= 150 TPt5) 81.144 0.000 5 16.16 LU 236.9 0.000511Pt 0.992 JTotal 1,930.31 Total Pressure at Node 6)82.135 psi 4 16.16 8" PVC CL200 7.6800 0 Len 20.0 Ftg 0.0 C=150 Pt 5) 81.144 Pe 0.000 Pt 0.325 5 16.16 LU 1,533.9 0.01627 Total 20.0 6 16.16 8" PVC CL200 -1,033.2 7.6800 0 Len 325.0 Ftg 0.0 C = 150 0.00205 Pt 4) 81.469 Pe 0.000 Pt 0.666 4 16.16 LU 500.6 Total 325.0 2 0.00 8" PVC CL200 236.9 7.6800 T,GVI2E Len 145.0 Ftg 93.9 C = 150 0.00420 Pt 6) 82.135 Pe 6.997 Pt 1.003 7 PSI LOSS FOR DCDA SHOWN ASELEVATION 6 16.16 LU 737.6 Total 238.9 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C = 150 Pt 2) 90.141 Pe 0.000 Pt 0.004 2 0.00 LU 737.6 0.00420 Total 1.0 Total Pressure at Node 1) 90.145 psi 3 0.00 8"PVCwoo 7.6800 21,GV Len 120.0 Ftg 92.7 c = 150 Pt 4) 81.469 Pe 6.997 Pt 1.666 7PSILOSSFORDCDA SHOWN AS ELEVATION 4 16.16 LU 1,033.2 0.00783 Total 212.7 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 c = 150 Pt 3) 90.137 Pe 0.000 Pf 0.008 3 0.00 LU 1,033.2 0.00783 Total 1.0 Total Pressure at Node 1) 90.145 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 10 of 11 4 e8800' Dashboard Hydraulics Pipe Information DISTRIBUT LOT 15 SYSTEM #2 (Remote Area 1) 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 To ft Elev2 Type Total Total ft Frict (Pt) psi 18 49.66 6" Sch 10 6.3570 E Len 69.3 Ftg 17.6 C = 120 Pt 100) 53.837 Pe 0.000 Pt 5.277 100 49.66 FM 1,520.8 0.06076 Total 86.9 12 18.16 6" Sch 10 6.3570 E,BV/E Len 31.5 Ftg 47.8 C = 120 Pt 18) 59.115 Pe 13.640 Pt 4.817 18 49.66 FR 1,520.8 0.06076 Total 79.3 11 18.16 8" Sch 10 8.2490 0 Len 2.0 Ftg 0.0 120 0.01708 Pt 12) 77.581 Pe 0.000 pf 0.034 12 18.16 MA 1,520.8 Total 2.0 10 18.16 8" Sch 10 8.2490 0 Len 2.0 Ftg 0.0 C = 120 0.01708 Pt 11) 77.615 Pe 0,000 P1 0.034 11 18.16 MA 1,520.8 Total 2.0 8 18.16 8" Sch 10 8.2490 Len 1.0 Ftg 0.0 120 Pt 10) 77.649 Pe 0.000 Pt 0.017 10 18.16 MA 1,520.8 0.01708 Total 1.0 7 16.16 8" Sch 10 8.2490 ElI Len 5.0 Ftg 62.2 = 120 0.01708 Pt 8) 77.667 Pe 0.866 Pf 1.149 8 18.16 MA 1,520.8 Total 67.2 5 16.16 10" PVC CL200 9.4200 T,3E/GV CV , Len 50.0 Ftg 196.7 C = 150 0.00592 Pt 7) 79.682 Pe 0.000 Pt 1.462 7 16.16 UN 1,520.8 Total 246.7 Total Pressure at Node 5)81,144 psi 0 0.00 8" PVC CL200 7.6800 0 Len 1.01 Ftg 0.0 C = 150 Pt 1) 90.145 Pe 0.000 1 0.00 UN 1,770.8 Pt 0.021 Total i.o0.021 Total Pressure at Node 0)90.166 psi © Copyright 2013 Sigma Development Group, Inc. Page 11 of 11 onn M20 (1--02-0+4 uvvv flathboardHrdrau/Ics Hydraulics Summary Sheet Project Information Calculation Date: 9/22/2017 2:05:28 PM DISTRIBUT LOT 15 SYSTEM #2 MZZ system ID drawing ref 2 OF 2 building NEW 3266 LIONSHEAD AVE construction CARLSBAD, CA occupancy contract # authority Contractor Information Hydraulics Criteria r EPIC FIRE PROTECTION, INC. density .20 GPM/ft2 r system type WET ESFR design std NFPA13 765 TURTLE POINT WAY remote area 1500 ft2 hazard ORD GRP II SAN MARCOS, CA 92069 spr coverage 130 ft2 sprs flowing 14 figure calculated by ADAM BOISVERT calcd volume 7,750.4 gal curve telephone 760-310-6122 ____________________________ faX 7n7ocuc9;c I,wi, TI email EPICFIRE@COX.NET _ Sprinklers in Remote No. Mfgr Mod SIN# Size K L 14 1 GLOBE G GL8164 17/32w 18.0 static pressure 94,50 psi residual pressure 91.80 psi quantity flowing 3,500.0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE 140 piy / Demand Graph 94.39 psi available at Sprinkler Demand of 81.17 psi 120 with System Flow of 629.7 GPM I Marain: +14.0% 1+ 100 U) 80 w I- 60 a. 40 20 0 0 100 200 300 400 500 Water Flow (GPM) 6297 GPM 600 700 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 12 8OO Dashboard Hydra ui/cs Supply Analysis DISTRIBUT LOT 15 SYSTEM #2 MEZZ Sprinkler Flow: 379.7 GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 629.7 GPM Maximum velocity in pipe 800 - 801 is 21.2 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 832 31.1 Sprinkler 8.00 24.60 9.46 24.60 830 31.1 Sprinkler 8.00 24.60 9.50 24.66 831 31.1 Sprinkler 8.00 24.60 10.08 25.40 829 31.1 Sprinkler 8.00 24.60 10.13 25.46 828 31.1 Sprinkler 8.00 24.60 10.15 25.49 827 31.1 Sprinkler 8.00 24.60 10.31 25.69 825 31.1 Sprinkler 8.00 24.60 10.53 25,95 824 31.1 Sprinkler 8.00 24.60 10.71 26.18 822 31.1 Sprinkler 8.00 24.60 11.18 26.75 821 31.1 Sprinkler 8.00 24.60 11.38 26.99 826 31.1 Sprinkler 8.00 24.60 14.35 30.31 823 31.1 Sprinkler 8.00 24.60 14.42 30.38 820 31.1 Sprinkler 8.00 24.60 14.68 30.65 819 31.1 Sprinkler 8.00 24.60 15.22 31.21 5 16.2 Hose Flow 73.87 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of 12 goo Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft F C Value Total (Pt) psi GPM Diameter Fittings I Elev (Pe) psi Frict (PQ psi Notes To 1 ft EIev2 in Type Friction Loss psi/ft Total Total ft 830 31.08 2" Eddy Flow 2.2030 0 Len 9.3 Ftg 0.0 c = 120 0.00515 Pt 832) 9.456 Pe 0.000 Pf 0,048 832 31.08 BN 24.6 Total 9.3 828 31.08 2" Eddy Flow 24.7 2.2030 T,E Len 14.3 Ftg 20.5 c = 120 Pt 830) 9.504 Pe 0.000 pf 0.647 830 31.08 BN 49.3 0.01859 Total 34.8 825 31.08 2" Eddy Flow 25.5 2.2030 0 Len 9.3 Ftg 0.0 a = 120 0.04021 Pt 828) 10.150 Pe 0.000 Pt 0.375 828 31.08 BN 74.8 Total 9.3 822 31.08 2" Eddy Flow 26.0 2.2030 0 Len 9.3 Ftg 0.0 C = 120 0.06979 Pt 825) 10.526 Pe 0.000 Pt 0.651 825 31.08 BN 100.7 Total 9.3 812 31.08 2" Eddy Flow 26.7 2.2030 110 Len 60.9 Ftg 13.6 = 120 Pt 822) 11.177 Pe 0.000 Pt 8.045 822 31.08 BN 127.5 0.10791 Total 74.6 804 30.41 2" Eddy Flow 1/0 Len 0.7 Ftg 13.6 c = 120 Pt 812) 19.222 Pe 0.290 Pt 1.544 812 31.08 NR 127.5 0.10791 Total 14.31 Total Pressure at Node 804) 21.056 psi 829 31.08 2" Eddy Flow 2.2030 0 Len 9.3 Ftg 0.0 C = 120 Pt 831) 10.079 Pe 0.000 Pt 0.051 831 31.08 BN 25.4 0.00546 Total 9.3 827 31.08 2" Eddy Flow 25.5 2.2030 0 Len Ftg 0.0 C = 120 0.01972 Pt 829) 10.130 Pe 0.000 Pf 0.184 829 31.08 BN 50.9 Total 9.3 824 31.08 2" Eddy Flow 25.7 2.2030 0 Len 93 Ftg 0.0 C = 120 Pt 827) 10.314 Pe 0.000 Pf 0.392 827 31.08 BN 76.6 0.04203 Total 9.3 821 31.08 2" Eddy Flow 26.2 2.2030 0 Len 9.3 Ftg 0.0 C = 120 0.07241 Pt 824) 10.706 Pe 0.000 Pt 0.676 824 31.08 BN 102.7 Total 9.3 811 31.08 2" Eddy Flow 27.0 2.2030 110 Len 60.9 Ftg 13.6 C = 120 0.11149 Pt 821) 11.382 Pe 0.000 Pt 8.312 821 31.08 BN 129.7 Total 74.6 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 12 á8OO Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From EIv1 ft Pipe ID Flows Added Inside Length ft c Value Total (Pt) psi Fitting ft - Elev (Pe) psi GPM Diameter Fittings Notes To Elev2 Type in Friction Loss - I ft Total Total ft psi/ft Frict(Pf) psi 803 30.41 2" Eddy Flow 2.2030 TIO Len 0,71 Ftg 13.6 c = 120 I.- 0.11149 Pt 811) 19.694 Pe 0.290 pf 1.595 811 31.08 NR 129.7 Total 14.3 Total Pressure at Node 803) 21.579 psi 823 31.08 2" Eddy Flow 2.2030 0 Len 9.3 Ftg 0.0 C = 120 Pt 826) 14.354 Pe 0.000 Pt 0.071 826 31.08 BN 30.3 0.00757 Total 9.3 820 31.08 2' Eddy Flow 30.4 2.2030 0 Len Ftg 0.0 = 120 0.02735 Pt 823) 14.425 Pe 0.000 Pt 0.255 823 31.08 BN 60.7 Total 9.3 819 31.08 2" Eddy Flow 30.7 2.2030 0 Len 9.3 Ftg 0.0 C = 120 0.05827 Pt 820) 14.680 Pe 0.000 Pt 0.544 820 31.08 BN 91.3 Total 9.3 810 31.08 2" Eddy Flow 31.2 2.2030 TIO Len 51,6 Ftg 13.6 C = 120 Pt 819) 15.223 Pe 0.000 Pt 6.546 819 31.08 BN 122.6 0.10037 Total 65.2 802 30.41 2" Eddy Flow 2.2030 TIO Len 0.7 Ftg 13.6 c = 120 0.10037 Pt 810) 21.770 Pe 0.290 Pt 1.436 810 31.08 NR 122.6 Total 14.3 Total Pressure at Node 802) 23.496 psi 160 50.49 21/2 Eddy Flow 2.7050 T Len 97.8 Ftg 18.7 C = 120 0.09482 Pt 800) 44.457 Pe 0.000 Pt 11.043 - 800 50.49 BL 204.0 Total 116.5 120 49.66 2h/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 160) 55.501 Pe 0.359 Pf 1.853 160 50.49 RN 204.0 0.09482 Total 19.5 121 49.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00981 Pt 120) 57.714 Pe 0.000 Pf 0.098 120 49.66 CM2 204.0 Total 10.0 122 49.66 4" Eddy Flow -23.1 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 121) 57.812 Pe 0.000 Pt 0.079 121 49.66 CM2 180.9 0.00785 Total 10.0 123 49.66 4° Eddy Flow -21.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00625 Pt 122) 57.890 Pe 0.000 Pt 0.062 122 49.66 CM2 159.9 Total 10.0 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 12 AM Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft I C Value 1 Total (Pt) psi Fitting ft I Elev (Pe) psi GPM Diameter Fittings I Notes To Elev2 Type Friction Loss' Total Total ft Total psi/ft 1Frict (Pt) psi 124 49.66 4" Eddy Flow -191 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00494 Pt 123) 57.953 Pe 0.000 Pt 0.049 123 49.66 CM2 140.7 Total 10.0 125 49.66 4" Eddy Flow -17.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 124) 58,002 Pe 0.000 Pt 0.039 124 49.66 CM2 123.2 0.00386 Total 10.0 126 49.66 4° Eddy Flow -16.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00297 Pt 125) 58.041 Pe 0.000 Pt 0.030 125 49.66 CM2 106.9 Total 10.0 127 49.66 4" Eddy Flow -15.2 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00224 Pt 126) 58.071 Pe 0.000 Pt 0.022 126 49.66 CM2 91.8 Total 10.0 128 49.66 4" Eddy Flow -14.3 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00163 Pt 127) 58.093 Pe 0.000 pf 0.016 127 49.66 CM2 77.4 Total 10.0 129 49.66 4" Eddy Flow -13.6 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00114 Pt 128) 58.109 Pe 0.000 Pf 0.011 128 49.66 CM2 63.8 Total 10.0 1 130 49.66 4" Eddy Flow -13.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00074 Pt 129) 58.121 Pe 0.000 P1 0.007 129 49.66 CM2 50.6 Total 10.0 131 49.66 40 Eddy Flow -12.9 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00043 Pt 130) 58.128 Pe 0.000 pf 0.004 130 49.66 CM2 37.8 Total 10.0 132 49.66 4" Eddy Flow -12.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 (Y00020 Pt 131) 58.132 Pe 0.000 Pt 0.002 131 49.66 CM2 25.1 Total 10.0 133 49.66 4" Eddy Flow -12.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 132) 58.134 Pe 0.000 pf 0.001 132 49,66 CM2 12.5 0.00006 Total 10.0 173 50.49 2h/2I Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00054 Pt 133) 58.135 Pe -0.359 Pt 0.011 133 49.66 RN 12.5 Total 19.5 153 50.49 21/2 Eddy Flow 2.7050 TIT Len 248.0 Ftg 374 C = 120 Pt 173) 57.786 Pe 0.000 Pf 0.156 173 50.49 BL 12.5 0.00054 Total 285.4 © Copyright 2013 Sigma Development Group, Inc. Page 5 of 12 Hydraulics Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft [ C Value 1 I Total (Pt) psi GPM Diameter in Fittings Fitting ft I I Elev (Pe) psi I Notes To Eiev2 I ft Type Friction Loss { psi/ft J Total Total ft Frict (Pt) psi 113 49.66 21/afl Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 153) 57.942 Pe 0.359 Pt 0.011 153 50.49 RN 12.5 0.00054 Total 19.5 112 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00001 Pt 113) 58.312 Pe 0.000 Pt 0.000 113 49.66 CM1 12.5 Total 10.0 Total Pressure at Node 112) 58.312 psi 172 50.49 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 132) 58.134 Pe -0.359 Pt 0.011 132 49.66 RN 12.6 0.00055 Total 19.5 152 50.49 2W Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 0.00055 Pt 172) 57.786 Pe 0.000 Pf 0.156 172 50.49 BL 12.6 Total 285.4 112 49.66 21/2' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 152) 57.942 Pe 0.359 Pt 0.011 152 50.49 RN 12.6 0.00055 Total 19.5 111 49.66 6" Sch 10 12.5 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 112) 58.312 Pe 0.000 Pt 0.000 112 49.66 CM1 25.1 0.00003 Total 10.0 Total Pressure at Node 111) 58.312 psi 171 50.49 21/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18,7 c = 120 0.00055 Pt 131) 58.132 Pe -0.359 Pt 0.011 131 49.66 RN 12.7 Total 19.5 151 50.49 2W' Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 0.00055 Pt 171) 57.784 Pe 0.000 Pt 0.158 171 50.49 BL 12.7 Total 285.4 111 49.66 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00055 Pt 151) 57.942 Pe 0.359 Pt 0.011 151 50.49 RN 12.7 Total 19.5 110 49.66 6" Sch 10 25.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 111) 58.312 Pe 0.000 Pt 0.001 111 49.66 CM1 37.8 0.00007 Total 10.0 Total Pressure at Node 110) 58.313 psi 170 50.49 2'/a" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 1 c = 120 0.00057 Pt 130) 58.128 Pe -0.359 Pt 0.011 130 49.66 RN 12.9 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of 12 'c8po Dashboard Hydivulles Pipe Information )lSTRlBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter ., Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes Frict (PI) psi To Elev2 Type Total Total ft 150 50.49 21/2 Eddy Flow 2.7050 lIT Len 248.0 Ftg 37.4 C = 120 Pt 170) 57.780 Pe 0.000 P1 0.163 170 50.49 BL 12.9 0.00057 Total 285.4 110 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00057 Pt 150) 57.942 Pe 0.359 P1 0.011 Total 19.5 150 50.49 RN 12.9 109 49.66 6" Sch 10 37.8 6.3570 0 Len 10.0 Ftg 0,0 C = 120 Pt 110) 58.313 Pe 0.000 P1 0.001 110 49.66 CMI 50.6 0.00011 Total 10.0 Total Pressure at Node 109) 58.314 psi 169 50.49 2W' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00060 Pt 129) 58.121 Pe -0.359 P1 0.012 129 49.66 RN 13.2 Total 19.5 149 50.49 2W' Eddy Flow 2.7050 1(1 Len 248.0 Ftg 37.4 C = 120 Pt 169) 57.773 Pe 0.000 P1 0.170 169 50.49 BL 13.2 0.00060 Total 285.4 109 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 149) 57.943 Pe 0.359 P1 0.012 149 50.49 RN 13.2 0.00060 Total 19.5 108 49.66 6" Sch 10 50.6 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 109) 58.314 Pe 0.000 P1 0.002 109 49.66 CMI 63.8 0.00017 Total 10.0 , Total Pressure at Node 108) 58.316 psi 168 50.49 21/2' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 128) 58.109 Pe -0.359 P1 0.012 128 49.66 RN 13.6 0.00064 Total 19.5 148 50.49 21/2 Eddy Flow 2.7050 l/T Len 248.0 Ftg 37.4 C = 120 Pt 168) 57.762 Pe 0.000 P1 0.182 168 50.49 BL 13.6 0.00064 Total 285.4 108 49.66 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00064 Pt 148) 57.944 Pe 0.359 P1 0.012 148 50.49 RN 13.6 Total 19.5 107 49.66 6" Sch IO 63.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 0.00025 Pt 108) 58.316 Pe 0.000 P1 0.002 108 49.66 CMI 77.4 Total 10-0 1 Total Pressure at Node 107) 58.318 psi © Copyright 2013 Sigma Development Group, Inc. Page 7 of 12 AM oo Dashboxyl Hydraulics Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft C Value lTotal (Pt) psi Fitting ft GPM Diameter Fittings Friction Loss psi/ft Notes To ft Elev2 Type Total Total ft Frict (Pf) psi 167 50.49 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 127) 58.093 Pe -0.359 Pf 0.014 127 49.66 RN 14.3 0.00069 Total 19,5 147 50.49 2W' Eddy Flow 2.7050 1/1 Len 248.0 Ftg 37.4 C = 120 0.00069 Pt 167) 57.747 Pe 0.000 Pf 0.198 167 50.49 BL 14.3 Total 285.4 107 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00069 Pt 147) 57.945 Pe 0.359 pf 0.014 147 50.49 RN 14.3 Total 19.5 106 49.66 6" Sch 10 77,4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 107) 58.318 Pe 0,000 Pf 0.003 107 49.66 CM1 91.8 0.00034 Total 10.0 Total Pressure at Node 106) 58.322 psi 166 50.49 21/20 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 120 0.00077 _ Pt 126) 58.071 Pe -0.359 Pf 0.015 126 _ 49.66 RN 15.2 Total 19.5 146 50.49 21/2 Eddy Flow 2.7050 TIT Len 248,0 Ftg 374 C = 120 Pt 166) 57,726 Pe 0.000 pf 0.221 166 50.49 BL 15.2 0.00077 Total 285.4 106 49.66 21/20 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00077 Pt 146) 57.947 Pe 0.359 Pf 0.015 146 50.49 RN 15.2 Total 19.5 105 49.66 6"Sch10 91.8 6.3570 0 Len 10.0 Ftg 0.0 C= 120 0.00045 Pt 106) 58.322 Pe 0.000 Pf 0.004 106 49.66 CM1 106.9 Total 10.0 Total Pressure at Node 105) 58.326 psi 165 50.49 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00088 Pt 125) 58.041 Pe -0.359 pf 0.017 125 49.66 RN 16.2 Total 19.5 145 50.49 21/2" Eddy Flow 2.7050 TIT Len 248.0 Ftg 374 C = 120 0.00088 Pt 165) 57.698 Pe 0.000 Pf 0.251 165 50.49 BL 16.2 Total 285.4 105 49.66 21/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00088 i Pt 145) 57.949 Pe 0.359 P1 0.017 145 50.49 RN 16.2 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 8 of 12 A MR 1LOV00- Dashbwid Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From EIv1 ft Pipe ID Flows Added Inside Length ft 1 c Value [Total (Pt) psi Fitting ft Elev (Pe) psi I GPM Diameter Fittings F Friction Lose psi/ft Notes To Elev2 I ft Type Total Total ftt jFrict(Pf) psi 104 49.66 6' Sch lO 106.9 6.3570 0 Len 10.0 Pt 105) 58.326 0.000 105 49.66 CM 123.2 0.0061 Total 10.0 Total Pressure at Node 104) 58.332 psi 164 50.49 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00102 Pt 124) 58.002 Pe -0.359 pf 0.020 124 49.66 RN 17.6 Total 19.5 144 50.49 21/2" Eddy Flow 2.7050 TIT Len 248.0 Ftg 374 C = 120 0.00102 Pt 164) 57.663 Pe 0.000 Pt 0.290 164 50.49 BL 17.6 Total 285.4 104 49.66 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 144) 57.952 Pe 0.359 Pt 0.020 144 50.49 RN 17.6 0.00102 Total 19.5 103 49.66 6 Sch 10 123.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 104) 58.332 Pe 0.000 Pf 0.007 104 49.66 CMI 140.7 0.00074 Total 10.0 Total Pressure at Node 103) 58.339 psi 163 50.49 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00119 Pt 123) 57.953 Pe -0.359 Pt 0.023 123 49.66 RN 19.1 Total 19,5 143 50,49 21/2 Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 c = 120 0.00119 Pt 163) 57.617 Pe 0.000 Pt 0.340 163 50.49 BL 19.1 Total 285.4 103 49.66 214" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00119 Pt 143) 57.956 Pe 0.359 1 Pt 0.023 143 50.49 RN 19.1 Total 19.5 102 49.66 6" Sch 10 140.7 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 103) 58.339 Pe 0.000 Pt 0.009 103 49.66 CMI 159.9 0.00094 Total 10.01 Total Pressure at Node 102) 58.349 psi 162 50.49 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 122) 57.890 Pe -0.359 Pf 0.028 122 49.66 RN 21,0 0.00141 Total 19.5 142 50.49 2½" Eddy Flow 2.7050 1/1' Len 248.0 Ftg 374 C = 120 Pt 162) 57.558 Pe 0.000 Pt 0.403 162 50.49 BL 21.0 0.00141 Total 285.4 © Copyright 2013 Sigma Development Group, Inc. Page 9 of 12 A h- ,128W906- A7$h&vidHydrai11ta Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft C Value TTothI (Pt) psi GPM Diameter in Fittings Fitting ft Notes To I EIev2 ft Type Friction Loss psi/ft Total Total ft 102 49.66 21/2" Eddy Flow 2.7050 1 ten 0.8 Ftg 18.7 c = 120 Pt 142) 57.962 Pe 0,359 Pt 0.028 142 50.49 RN 21.0 0.00141 Total 19.5 101 49.66 6" Sch 10 159.9 6.3570 0 Len 10.0 Ftg 0,0 C = 120 Pt 102) 58.349 Pe 0.000 Pt 0.012 102 49.66 CMI 180.9 0.00118 Total 10.0 Total Pressure at Node 101) 58.361 psi 161 50.49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 120 0.00169 Pt 121) 57.812 Pa -0.359 Pt 0.033 121 49.66 RN 23.1 Total 19.5 141 50.49 2%" Eddy Flow 2.7050 TIT Len 248.0 Ftg 37.4 C = 120 Pt 161) 57.485 Pe 0.000 Pt 0.483 161 . 50.49 BL 23.1 0.00169 Total 285.4 101 49.66 2h/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 141) 57.968 Pe 0.359 Pt 0.033 141 50.49 RN 23.1 0.00169 Total 19.5 100 49.66 6" Sch 10 180.9 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00148 Pt 101) 58.361 Pe 0.000 Pt 0.015 Total 10.0 101 49.66 CM1 204.0 Total Pressure at Node 100) 58.376 Psi 140 50.49 2%" Eddy Flow 2.7050 1 Len 150.3 Ftg 18.7 C = 120 0.07192 Pt 800) 44.457 Pe 0.000 Pt 12.152 800 50.49 BL 175.7 Total 169.0 100 49.66 2%' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.07192 Pt 140) 56.610 Pe 0.359 Pt 1.406 140 50.49 RN 175.7 Total 19.5 Total Pressure at Node 100) 58.375 psi 6 16.16 8" PVC CL200 8EE, Len 1,745.01 c = 150 Pt 5) 73.873 76800 GV/4 E Ftg 185.3 Pa 0.000 Total 1,930.3 5 16.16 LU 84.3 0.00008 Pt 0.146 Total Pressure at Node 6) 74.019 psi 4 16.16 8" PVC CL200 7.6800 0 Len 20.01 Ftg 0.0 C 150 000240 Pt 5) 73.873 Pe 0.000 Pt 0.048 5 16.16 LU 545.5 Total 20.0 0 Copyright 2013 Sigma Development Group, Inc. Page 10 of 12 Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter in Fittings Fitting -1------------ psi/ft Elev (Pe) psi Notes Frict (Pf) psi To Elev2 T I ft ype Total Total ft 6 16.16 8" PVC CL200 -367.4 7.6800 0 Len 325.0 Ftg 0.0 C = 150 Pt 4) 73.921 Pe 0.000 Pf 0.098 4 16.16 LU 178.0 0.00030 Total 325.0 2 0.00 8' PVC CL200 843 .7.6800 T,GV/2E Len 145:0 Ftg 93 9 c = 150 0.00062 Pt 6) 74,019 Pe 6.997 Pf 0.148 7PSILOSSFORDCDA SHOWN AS ELEVATION 6 16.16 LU 262.3 Total 238.9 1 0.00 8' PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 c = 150 0.00062 Pt 2) 81.170 Fe 0.000 Pf 0.001 2 0.00 LU 262.3 Total 1.0 Total Pressure at Node 1) 81.170 psi 3 0.00 8" PVC CL200 7.6800 21,GV Len 120.0 Ftg 92.7 150 0.00116 Pt 4) 73.921 Pe 6.997 Pf 0.246 7PSILOSSFORDCDA SHOWN AS ELEVATION 4 16.16 LU 367.4 Total 212.7 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C = 150 Pt 3) 81.169 Fe 0.000 Pf 0.001 3 0.00 LU 367.4 0.00116 Total 1.0 Total Pressure at Node 1) 81.170 psi 803 30.41 21/2fl Eddy Flow 2.7050 0 Len 13.2 Ftg 0.0 C = 120 0.03971 Pt 804) 21.057 Pe 0.000 Pf 0.523 804 30.41 FM2 127.5 Total 13.2 802 30.41 21/2H Eddy Flow 129.7 2.7050 0 Len 13.2 Ftg 0.0 c = 120 0.14551 Pt 803) 21.80 Fe 0.000 Pf 1.916 803 30.41 FM2 257.2 Total 13.2 801 30.41 2'/2" Eddy Flow 122.6 2.7050 E Len 28.3 Ftg 9.4 c = 120 0.29924 Pt 802) 23.496 Pe 0.000 Pf 11.254 802 30.41 FM2 379.7 Total 37.6 800 50.49 2h/2 Eddy Flow 2.7050 T,2E Len 24.1 Ftg 37.4 C = 120 0,29924 Pt 801) 34.750 Fe -8.695 Pf 18.408 801 30.41 FM2 379.7 Total 61.5 1 Total Pressure at Node 800) 44.463 psi 18 49.66 6" Sch 10 6.3570 E Len 69.3 Ftg 17.6 C = 120 Pt 100) 58.375 Pe 0.000 P1 0.405 iDO 49.66. FM 379.7 0.0.0466 Total 86.9 12 18.16 6" Sch 10 6.3570 E,BV/E Len 31.5 Ftg 47.8 C = 120 Pt 18) 58.781 Pe 13.640 Pf 0.370 18 49.66 FR 379.7 0.00466 Total 79.31 © Copyright 2013 Sigma Development Group, Inc. Page 11 of 12 Oo Dashboard Hydraulics Pipe Information )ISTRIBUT LOT 15 SYSTEM #2 MEZZ From EleVi Pipe ID Flows Length C Value Total (Pt) psi ft Added GPM Inside Diameter Fittings Notes Fitting ftj__-__- Elev (Pe) Psi To Type Elev2 Friction in Loss I ft Total Total It psi/ft Frict (PI) psi 11 18.16 8" Sch 10 8.2490 0 Len 2.0 Ftg 0.0 c = 120 it 12) 72.799 Pe 0.000 P1 0.003 12 18.16 MA 379.7 0.00131 Total 2.0 10 18.16 8" Sch 10 8.2490 0 Len 2.0 Ftg 0.0 C= 120 Pt 11) 72.802 Pe 0.000 P1 0.003 11 18.16 MA 379.7 0.00131 Total 2.0 8 18.16 8" Sch 10 8.2490 Len 1,0 Ftg 0.0 C= 120 Pt 10) 72.805 Pe 0.000 Pf 0.001 10 18.16 MA 379.7 0.00131 Total 1.0 7 16.16 8" Sch 10 8.2490 EJT Len 5.0 Ftg 62.2 120 Pt 8) 72.806 Pe 0.866 Pf 0.088 8 18.16 MA 379.7 0.00131 Total 67.2 5 16.16 10" PVC CL200 9.4200 T,3E!GV cV ____ L Len 50.0 Ftg 196.7 C=150 Pt 7) 73.761 Pe 0.000 P1 0.112 7 16.16 UN 3797 0.00045 1 Total 246.7 Total Pressure at Node 5) 73.873 psi 0 0.00 8" PVC CL200 7.6800 0 Len 1.01 Ftg 0.0 c = 150 0.00313 Pt 1) 81.170 Pe 0.000 P1 0.003 1 0.00 UN 629.7 Total 1.0 Total Pressure at Node 0) 81.173 psi © Copyright 2013 Sigma Development Group, Inc. Page 12 of 12 Ff t2-0 (I - o24 UOO Dashboard Hydraulks Hydraulics Summary Sheet Project Information Calculation Date: 9/22/2017 2:03:00 PM DISTRIBUT LOT 15 SYSTEM #3 system ID drawing ref 2 OF 2 building NEW 3266 LIONSHEAD AVE construction CARLSBAD, CA occupancy contract # authority rnn4rr+nr T nfrirmHnn I1urIr iii i,- rri4r; - 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 r- Sprinklers in Remote FNo. Mfgr Mod SIN# Size K 12 1 VIKING K25 VK510 1 1' 125.2 r II 7U UIW U lI • - density 25 PSI GPM/system type WET ESFR ft2 design std NFPA 13 remote area 12 HEADS ft2 hazard EXTRA spr coverage 100W sprs flowing 12 figure calc'd volume 8,381.5 gal curve I,,,w The4 ( static pressure 94.50 psi residual pressure 91.80 psi quantity flowing 3,500.0 GPM elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE 140 Remote Area 2- Supply I Demand Graph 93.62 psi available at Sprinkler Demand of 93.49 psi 120 with System Flow of 1905.3 GPM 11 Marciin: +0.1% 100 U) CL 80 60 a. 40 20 Qil 1 I 0250 500 750 PM N1 85 1000 1250 1500 1750 Water Flow (GPM) 2000 2250 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 12 -44-14 ffJ800- Dashboard Hydraulics Supply Analysis DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) Sprinkler Flow: 1655.3 GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 1,905.3 GPM Maximum velocity in pipe 257- 269 is 17.7 ft/sec Nodes Analysis Minimum No 1 Actual No Elev Device KFactor Flow Pressure I Discharge Notes ft GPM psi GPM 605 50.5 SprInkler 25.20 126.00 25.00 126.00 606 50.5 Sprinkler 25.20 126.00 25.00 126.01 601 50.5 Sprinkler 25.20 126.00 25.05 126.13 602 50.5 Sprinkler 25.20 126.00 25.06 126.14 604 50.5 Sprinkler 25.20 126.00 25.33 126.82 600 50.5 Sprinkler 25.20 126.00 25.38 126.95 607 50.5 Sprinkler 25.20 126.00 25.46 127.16 603 50.5 Sprinkler 25.20 126.00 25.51 127.28 611 50.5 Sprinkler 25.20 126.00 40.57 160.52 610 50.5 Sprinkler 25.20 126.00 40.57 160.52 609 50.5 Sprinkler 25.20 126.00 40.64 160.65 608 50.5 Sprinkler 25.20 126.00 40.87 161.11 5 16.2 1 Hose Flow 1 84.18 250.0 0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 12 DISTRIBUT LOT 15 SYSTEM #3 118800 Pipe Information (Remote Area 2) From Elevi Pipe ID Flows Length ft C Value Total (Pt) psi ft Added GPM Inside Diameter Fittings Notes Fitting ft Elev (Pe) psi To Elev2 Type Friction Loss Total Total ft psi/ft Fnct (Pf) psi 268 50.49 4" Eddy Flow 4.3100 1 Len 71.5 Ftg 27,9 120 Pt 611) 40.575 Pe 0.000 Pf 0.591 611 50.49 BL 155.7 0.00595 Total 99.4 228 49.66 2Y2° Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.05751 Pt 268) 41.166 Pe 0.359 Pf 1.124 268 50.49 RN 155.7 To tal 19.5 227 49.66 6' Sch 10 6.3570 0 Len 10.0 Ftg 0,0 C = 120 Pt 228) 42.650 Pe 0.000 Pf 0.009 228 49.66 CM2 155.7 0.00090 Total 10-01 Total Pressure at Node 227) 42.659 psi 610 50.49 4" Eddy Flow 4.3100 Len 10.0 Ftg 0.0 C = 120 Pt 611) 40.575 Pe 0.000 Pf 0.000 Total 10.0 611. 50.49 BL 4.8 0.00001 609 50.49 4 Eddy Flow 160.5 4.3100 Len 10.0 Ftg 0.0 c = 120 0.00665 Pt 610) 40.575 Pe 0.000 Pf 0.066 610 50.49 BL 165.3 Total 10.0 608 50.49 4" Eddy Flow 160.7 4.3100 Len 10.0 Ftg 0.0 C = 120 0.02334 Pt 609) 40.641 Pe 0.000 Pf 0.233 609 50.49 BL 326.0 Total 10.0 257 50.49 4 Eddy Flow 161.1 4.3100 0 Len 10.5 Ftg 0.0 C = 120 0.04907 Pt 608) 40.875 Pe 0.000 Pf 0.515 608 50.49 BL 487.1 Total 10.5 , Total Pressure at Node 257) 41.390 psi 606 50.49 2Ya" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 605) 25.000 Pe 0.000 Pf 0.005 605 50.49 BL 11.4 0.00046 Total 10.0 607 50.49 21/2" Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 606) 25.004 Pe 0.000 Pf 0.457 606 50.49 BL 137.5 0.04566 Total 10.0 267 50.49 2'/2" Eddy Flow 127.2 2.7050 1 Len 71.5 Ftg 18.7 C = 120 0.15340 Pt 607) 25.461 Pe 0.000 Pf 13.839 607 50.49 BL 264.6 Total 90.2 227 49.66 21/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 267) 39.300 Pe 0.359 Pf 2.999 267 50.49 RN 264.6 0.15340 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 3 of 12 &88 0 Dnghb Pipe Information o.a rdHvdravllrs DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From Elv1 Pipe ID Flows Length ft C Value Total (Pt) psi ft Added GPM Inside Diameter Fittings Notes Fitting ft Elev (Pe) psi Elev2 Type in Friction Loss To ft I Total Total ft psi/ft Frict (Pt) psi 226 49.66 6" Sch 10 155.7 6.3570 0 Len 10.0] Ftg 0.0 c = 120 Pt 227) 42.659 Pe 0.000 Pt 0.056 227 49.66 CM2 420.3 0.00563 Total 10.0 Total Pressure at Node 226) 42.715 psi 604 50.49 21/2' Eddy Flow 2.7050 Len 10.0 Ftg 0,0 C = 120 Pt 605) 25.000 Pe 0.000 Pt 0.326 Total 10.0 605 50.49 BL 114.6 0.03260 247 50.49 2'/2" Eddy Flow 126.8 2.7050 T2E Len 168.0 Ftg 37.4 C =120 0.12942 Pt 604) 25.326 Re , 0.000 Pt 26.588 604 50.49 BL 241.4 Total 205.4 207 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.12942 Pt 247) 51.913 Pe 0.359 Pf 2.530 .247 50.49 RN 241.4 Total 19.5 Total Pressure at Node 207) 54.803 Psi 602 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00044 Total 10.0 Pt 601) 25.051 Pe 0.000 Pt 0.004 601 50.49 BL 11.2 603 50.49 2%" Eddy Flow 126.1 2.7050 Len 10.0 Ftg 0.0 C = 120 0.04562 Pt 602) 25.055 Pe 0.000 Pt 0.456 602 50.49 BL 137.4 Total 10.0 266 50.49 2%" Eddy Flow 127.3 2.7050 T Len 71.5 Ftg 18.7 C = 120 0.15345 Pt 603) 25.511 Pe 0.000 Pf 13.844 603 50.49 BL 264.7 Total 90.2 226 49.66 2%" Eddy Flow 27050 I Len 0.8 Ftg 18.7 C = 120 Pt 266) 39.356 Re 0.359 Pt 3.000 266 50.49 RN 264.7 0.15345 Tota l 19.5 225 49.66 6" Sch 10 420.3 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.01389 Pt 226) 42.715 Pe 0.000 Pt 0,139 226 49.66 CM2 685.0 Total 10.0 Total Pressure at Node 225) 42.854 psi 600 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03277 Pt 601) 25.051 Re 0.000 Pt 0.328 601 O.49 BL 114.9 Total 10.0 246 50.49 2W' Eddy Flow 127.0 2.7050 T,2E Len 168.0 Ftg 37.4 C = 120 1 0.12988 Pt 600) 25.378 Pe 0.000 Pt 26.682 600 50.49 BL 241.8 Total 205.4 0 Copyright 2013 Sigma Development Group, Inc. Page 4 of 12 &88OO Pipe Information Dashboard Hydraulics DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From Elevi Pipe ID Flows Inside Length ft C Value Total (Pt) psi Elev (Pe) psi ft Added GPM Diameter 1in Fittings Notes To E1ev2 Type yp Friction Loss Total Total ft psi/ft Frict (Pf) psi 206 49.66 2'/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.12988 Pt 246) 52.060 Pe 0.359 Pt 2.539 246 50.49 RN 241.8 Total 19.J Total Pressure at Node 206) 54.958 psi 269 50.49 2Y2" Eddy Flow 2.7050 lIT Len 10.0 Ftg 37.4 = 120 Pt 257) 41.390 Pe 0.000 Pt 10.125 257 50.49 CM3 316.3 0.21345 Total 47.4 270 50.49 2/2" Eddy Flow -178.4 2.7050 lIT Len 10.0 Ftg 37.4 C = 120 Pt 269) 51.515 Pc 0.000 Pt 2.182 269 50.49 CM3 138.0 0.04599 Total 47.4 271 50.49 21/2' Eddy Flow -79.5 2.7050 TIT Len 10.0 Ftg 374 C 120 0.00941 Pt 270) 53,697 Pe 0.000 Pt 0.446 270 50.49 CM3 58.5 Total 47.4 272 50.49 2%" Eddy Flow 40.8 2.7050 TIT Len 10.0 Ftg 37.4 C = 120 0.00103 Pt 271) 54.143 Pc 0.000 Pt 0.049 271 50.49 CM3 17.7 Total 47.4 258 50.49 2!!? Eddy Flow 2.7050 0 Len 112.0 Ftg 0.0 C = 120 0.00103 Pt 272) 54.192 Pc 0.000 Pt 0.115 272 50.49 BL 17.7 273 50.49 21/2 ' Eddy Flow -85 2.7050 TIT Len 10.0 Ftg 37.4 C 120 0.00031 Pt 258) 54.307 Pc 0.000 Pt 0.014 258 50.49 CM3 9.2 Total 47.4 274 50.49 1 2!!? Eddy Flow 44 2.7050 TIT Len 10.0 Ftg 37.4 C = 120 Pt 273) 54.321 Pc 0.000 Pt 0.004 273 50.49 CM3 4.8 0.00009 Total 47.4 275 50.49 21/? Eddy Flow -2.4 2.7050 TIT Len 10.0 Ftg 374 C = 120 Pt 274) 54.326 Pe 0.000 Pt 0.001 274 50.49 CM3 2.4 0.00003 Total 47.4 276 50.49 21/2" Eddy Flow -14 2.7050 TIT Len 10.0 Ftg 37.4 C = 120 Pt 275) 54.327 Pc 0.000 Pt 0.000 275 50.49 CM3 1.0 0.00001 256 50.49 2'/2' Eddy Flow 2.7050 1/0 Len 40.0 Ftg 18.7 C = 120 Pt 276) 54.327 Pc 0.000 Pt 0.000 276 50.49 BL 1.0 0.00001 Total 58.7 0 Copyright 2013 Sigma Development Group, Inc. Page 5 of 12 B8800' DashbwrdHydraullop Pipe Information DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM Diameter Fittings Notes To ft Elev2 Type in Friction Lose Total Total ft psi/ft Frict (Pf) psi 216 49.66 21/20 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 256) 54.327 Pe 0.359 P1 0.000 256 50.49 RN 1.0 0.00001 Total 19.5 215 49.66 6" Sch 10 6.3570 0 _______ Len 10.0 Ftg 0.0 C = 120 0.00000 Pt 216) 54.687 Pe 0.000 PI 0.000 Total 10.0 216 49.66 CM1 1.0 Total Pressure at Node 215) 54.687 psi 255 50.49 2V Eddy Flow 2.7050 1/0 Len 40.0 Ftg 18.7 C = 120 0.00001 Pt 275) 54,327 Pa 0.000 P1 0.001 275 50.49 BL 1.4 Total 58.7 215 49.66 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 255) 54.327 Pe 0.359 P1 0.000 255. 50.49 RN 1.4 0.00001 Total 19.5 214 49.66 6" Sch 10 1.0 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 215) 54.687 Pa 0.000 Pf 0.000 Total 10.0 215 49.66 CM1 2.4 0.00000 Total Pressure at Node 214) 54.687 psi 254 50.49 2'/z" Eddy Flow 2.7050 110 Len 40.0 Ftg 18.7 C = 120 0.00002 Pt 274) 54.326 Pe 0.000 Pf 0.001 274 50.49 BL 2.4 Total 58.7 214 49.66 21/20 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C-120 0.00002 Pt 254) 54.327 Pe 0.359 P1 0.000 254 50.49 RN 2.4 Total 19.5 213 49.66 6" Sch 10 2.4 6.3570 0 Len 10.0 Ftg 0.0.. C = 120 0.00000 Pt 214) 54.687 Pa 0.000 Pf 0.000 214 49.66 CM1 4.8 Total 10.0 Total Pressure at Node 213) 54.687 psi 253 50.49 21/2" Eddy Flow 2.7050 110 Len 40.0 Ftg 18.7 C = 120 Pt 273) 54.321 Pe 0.000 PI 0.005 273 50.49 BL 4.4 0.00008 Total 58.7 213 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00008 Pt 253) 54.326 Pe 0.359 Pf 0.002 .253 50.49 RN 4.4 Total 19.5 212 49.66 6' Sch lO 4.8 6.3570 0 Len 10.0 Ftg 0.0 C=120 Pt 213) 54.687 Pa 0.000 P1 0.000 213 49.66 CM1 9.2 0.00000 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of 12 ANY Pipe Information DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From Elvi 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 (PQ psi To Elev2 Type Total Total ft Total Pressure at Node 212) 54.687 psi 252 50.49 2h/2 Eddy Flow 2.7050 1/0 Len 40.0 Ftg 18.7 c = 120 0.00026 Pt 258) 54.307 Pe 0.000 P1 0.016 258 50.49 BL 8.5 Total 58.7 212 49.66 2%" Eddy Flow 2.7050 1 Len 0,8 Ftg 18.7 C = 120 Pt 252) 54.322 Pe 0.359 Pt 0.005 252 50.49 RN 8.5 0.00026 Total 19.5 211 49.66 6" Sch 10 9.2 6.3570 0 Len 10.0 Ftg 0,0 C = 120 0.00002 Pt 212) 54.687 Pe 0.000 Pt 0.000 212 49.66 CM1 17.7 Total 10.0 Total Pressure at Node 211) 54.687 psi 251 50.49 4' Eddy Flow 43100 1/0 Len 152.0 Ftg 27.9 C = 120 0.00050 Pt 271) 54.143 Pe 0.000 Pt 0.090 271 50.49 BL 40.8 Total 179.9 211 49.66 2h/2I Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00484 Pt 251) 54.233 Pe 0.359 Pt 0.095 251 5049 RN 40.8 Total 19.5 210 49.66 6" Sch 10 17.7 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00015 Pt 211) 54.687 Pe 0.000 Pt 0.001 211 49.66 CMI 58.5 Total 10.0 1 Total Pressure at Node 210) 54.689 psi 250 50.49 4" Eddy Flow 4.3100 1/0 Len 152.0 Ftg 27.9 C = 120 Pt 270) 53.697 Pe 0.000 Pt 0.308 270 50.49 BL 79.5 0.00171 Total 179.9 210 49.66 21/2fl Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01657 Pt 250) 54.005 Pe 0.359 Pf 0.324 250 50.49 RN 79.5 Total 19.5 209 49.66 6" Sch 10 58.5 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 210) 54.689 Pe 0.000 P1 0.007 210 49.66 CMI 138.0 0.00072 Total 10.0 Total Pressure atNode2O) 54.69.6.psi 249 50.49 4" Eddy Flow 4.3100 110 Len 152.01 Cl20 Pt 269) 51.515 Pe 0,000 Pt 1.376 269 50.49 BL 178.4 0.00765 Total 179.91 © Copyright 2013 Sigma Development Group, Inc. Page 7 of 12 0800, Pipe Information DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From Elevi Pipe ID Flows Added GPM Inside Diameter in Fittings Length ft C Value Friction Loss psi/ft Total (Pt) psi Notes Frict (N) psi Fitting ft Elev (Pe) psi To ft Elev2 Type Total Total ft 209 49.66 2W Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 249) 52.891 Pe 0,359 Pt 1.445 249 50.49 RN 178.4 0.07394 Total 19.5 208 49.66 6" Sch 10 138.0 6.3570 0 Len 10.0 Ftg 0O C = 120 0.00333 Pt 209) 54.696 Pe 0.000 Pt 0.033 209 49.66 CM1 316.3 Total 10.0 Total Pressure at Node 208) 54.729 psi 248 50.49 2%" Eddy Flow 2.7050 1/0 Len 152.0 Ftg 18.7 C = 120 0.06822 Pt 257) 41.390 Pe 0.000 Pt 11.646 257 50.49 BL 170.8 Total 170.7 208 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c 120 0.06822 Pt 248) 53.036 Pe 0.359 Pt 1.334 248 50.49 RN 170.8 Total 19.5 207 49.66 6' Sch 10 316.3 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 208) 54.729 Pe 0.000 Pt 0.074 208 49.66 CM1 487.1 0.00739 Total 10.0 206 49.66 6" Sch 10 241.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.01557 Pt 207) 54.803 Pe 0.000 Pt 0.156 207 49.66 CM1 728.5 Total 10.0 205 49.66 6" Sch 10 241.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02646 Pt 206) 54.959 Pe 0.000 Pt 0.265 206 49.66 CM1 970.3 Total 10.0 i Total Pressure at Node 205) 55.223 psi 265 50.49 2h/a Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.03391 Pt 225) 42.854 Pe -0.359 Pf 0.663 225 49.66 RN 117.0 Total 19.5 245 50.49 2'/2" Eddy Flow 2,7050 T,2E/T Len 269.5 Ftg 56.2 C = 120 Pt 265) 43.157 Pe 0.000 pf 11.044 265 50A9 BL. 117.0 0.03391 Total 325.7 205 49.66 2%' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 245) 54.201 Pe 0.359 Pt 0.663 245 50.49 RN 117.0 0.03391 Total 19.5 204 49.66 6" Sch 10 970.3 6.3570 0 Len Ftg 0.0 C = 120 Pt 205) 55.223 Pe 0.000 Pt 0.327 205 49.66 CM1 1,087.4 0.03267 Total 10-01 Total Pressure at Node 204) 55.550 psi © Copyright 2013 Sigma Development Group, Inc. Page 8 of 12 oo Dashboanl Hydraulics Pipe Information DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From v1 ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) PSI GPM Diameter Ifl Fittings Fitting ft Friction Loss psi/ft Elev (Pe) Psi Notes To EIev2 Type Total Total ft Frict (Pt) psi 224 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 c = 120 0.00982 Pt 225) 42.854 Pe 0.000 Pt 0.098 225 49.66 CM2 567.9 Total 10.0 264 50.49 2%" Eddy Flow -449.8 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.03454 Pt 224) 42.952 Pe -0.359 Pt 0.675 224 49.66 RN 118.2 244 50.49 2h/2 Eddy Flow 2.7050 T,2E/T Len 269.5 Ftg 56.2 C = 120 Pt 264) 43.268 Pe 0.000 Pt 11.247 264 50.49 BL 118.2 0.03454 Total 325.7 204 49.66 2'!," Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 244) 54.515 Pe 0.359 Pt 0.675 244 50.49 RN 118.2 0.03454 Total 19.5 203 49.66 6" Sch 10 1,087.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.03954 Pt 204) 55.550 Pe 0.000 Pt 0.395 204 49.66 CMI 1,205.6 Total 10.0 Total Pressure at Node 203) 55.945 psi 223 49.66 6" Sch 10 6.3570 T,E Len 58.0 Ftg 55.3 C = 120 0.00638 Pt 224) 42.952 Pe 0.000 Pt 0.723 224 49.66 CM2 449.8 Total 113.3 263 50.49 2%" Eddy Flow -340.8 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 223) 43.675 Pe -0.359 Pt 0.581 223 49.66 RN 109.0 0.02973 Total 19.5 243 50.49 21/20 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 Pt 263) 43.897 Pe 0.000 Pf 11.108 263 50.49 BL 109.0 0.02973 Total 373.7 203 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 243) 55.005 Pe 0.359 Pf 0.581 243 50.49 RN 109.0 0.02973 Total 19.5 202 49.66 6" Sch 10 1,205.5 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.04640 Pt 203) 55.945 Pe 0.000 Pt 0.464 203 49.66 CM1 1,314.5 Total 10.0 Total Pressure at Node 202 56.409 psi 222 49.66 60 Sch 10 6.3570 0 Len io.oT Ftg 0.0 C = 120 0.00382 Pt 223) 43.675 Pe 0.000 Pt 0.038 223 49.66 CM2 340.8 Totar10.0 © Copyright 2013 Sigma Development Group, Inc. Page 9 of 12 88OO Pipe Information DISTRIBUT LOT 15 SYSTEM #3 (Remote Area 2) From EIv1 Pipe ID Flows Added Inside I Length ft C Value Total (Pt) psi GPM Diameter Fittings Fitting ft IOflLOSs - psi/ft Elev e)'psi Notes To Elev2 ft I Type Total Total It 262 50.49 21/2" Eddy Flow -229.7 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 222) 43.713 Pe -0.359 Pf 0.601 222 49.66 RN 111.0 0.03076 Total 19.5 242 50.49 21/21 Eddy Flow 2.7050 T,2E!T Len 317,5 Ftg 562 = 120 0.03076 Pt 262) 43.955 Fe 0.000 Pt 11.493 262 50.49 BL 111.0 Total 373.7 202 49.66 21/21 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.03076 Pt 242) 55.448 Pe 0.359 Pf 0.601 242 50.49 RN 111.0 Total 19.5 201 49.66 6"Sch10 1,314.5 6.3570 0 Len 10,0 Ftg 0.0 c = 120 Pt 202) 56.409 Pe 0.000 Pf 0.539 202 49.66 CMI 1,425.6 0.05391 Total 10.0 Total Pressure at Node 201) 56.949 psi 221 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00184 Pt 222) 43.713 Pe 0.000 Pt 0.018 222 49.66 CM2 229.7 Total 10.0 261 50.49 21/211 Eddy Flow -116.3 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 221) 43.732 Pe -0.359 Pt 0.626 221 49.66 RN 113.5 0.03202 Total 19.5 241 50.49 2'/2" Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 0.03202 Pt 261) 43.998 Pe 0.000 Pt 11.965 261 50.49 BL 113.5 Total 373.7 201 49.66 21/211 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 0.03202 Pt 241) 55.963 Pe 0.359 Pt 0.626 241 50.49 RN 113.5 Total 19.5 200 49.66 6" Sch 10 1,425.6 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.06212 Pt 201) 56.949 Fe 0.000 Pt 0.621 201 49.66 CMI 1,539.0 Total 10.0 Total Pressure at Node 200) 57.570 psi 220 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00052 Pt 221) 43.732 Pe 0.000 pf 0.005 221 49.66 CM2 116.3 Total 10.0 260- 50.49 21/211 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 220) 43.737 Fe -0.359 Pt 0.655 220 49.66 RN 116.3 0.03351 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 10 of 12 I ,. DISTRIBUT LOT 15 SYSTEM #3 Dashboard Hydraulics Pipe Information (Remote Area 2) From Elevi Pipe ID Flows Inside Length ft C Value [Total (Pt) psi Fitting ft ft Added GPM Diameter Fittings Notes To Type EIev2 Friction in Loss I ft Total Totat ft psi/ft Frict (Pf) psi 240 50.49 2W' Eddy Flow 2.7050 T,2E!T Len 317.5 Ftg 56.2 c = 120 Pt 260) 44.032 Pe 0.000 Pt 12.522 260 50.49 BL 116.3 0.03351 Total 373.7 200 49.66 2%" Eddy Flow .2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.03351 Pt 240) 56.555 Pe 0.359 Pt 0.655 Total 19.5 240 50.49 RN 116.3 Total Pressure at Node 200) 57.569 psi 6 16.16 8" PVC CL200 7.6800 8EE, GV/4E JLen 1,745.0[ Ftg 185.3 C=150 0.000 JPt5) 84.177 Pe ITotal 1,930.3 5 16.16 LU 254.9 0.000591pf 1.136 Total Pressure at Node 6) 85.313 psi 4 16.16 8" PVC CL200 7.6800 0 Len 20.0 Ftg 0,0 c = 150 Pt 5) 84.177 Pe 0.000 Pt 0.373 5 16.16 LU 1,650.4 0.01863 Total 20.0 6 16.16 8" PVC CL200 -1,111.7 7.6800 0 Len 325.0 Ftg 0.0 C = 150 0.00235 Pt 4) 84.550 Pe 0.000 Pt 0.763 4 16.16 LU 538.7 Total 325.0 2 0.00 8" PVC CL200 254.9 7.6800 T,GV12E Len 145.0 Ftg 93.9 C = 150 Pt 6) 85.313 Pe 6.997 Pt 1.149 7 PSI LOSS FOR DCDA SHOWN AS ELEVATION 6. 16.16. LU 793.6 0.00481 Total 238.9 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 = 150 0.00481 Pt 2) 93.464 Pe 0.000 Pt 0.005 2 0.00 LU 793.6 Total 1.0 1 Total Pressure at Node 1) 93.468 psi 3 0.00 8' PVC CL200 7.6800 21,OV Len 120.0 Ftg 92.7 C = 150 0.00897 Pt 4) 84.550 Pe 6.997 pf 1.907 7PSILOSSFORDCDA SHOWN AS ELEVATION 4 16.16 LU 1,111.7 Total 212.7 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 = 150 0.00897 Pt 3) 93.459 Pe 0.000 Pt 0.009 3 0.00 LU 1,111.7 1 Total 1.0 Total Pressure at Node 1) 93.468 psi. 199 49.66 6" Sch 10 6.3570 E Len 30.81 Ftg 17.6 C = 120 Pt 200) 57.570 Pe 0.000 Pt 3.437 200 49.66 FM 1,655.3 0.07108 Total48. 0 Copyright 2013 Sigma Development Group, Inc. Page 11 of 12 w " e8800' Dashboard Hydraulics DISTRIBUT LOT 15 SYSTEM #3 Pipe Information (Remote Area 2) From Elevi ft Pipe ID Flows Added Inside Length ft C Value Total (Pt) psi GPM Diameter in Fittings Fitting ft Elev (Pe) psi Notes To ft EIev2 Type Friction Loss psi/ft Total Total ft Frict(Pf) psi 15 49.66 8' Sch 10 8.2490 3E Len 128.0 Ftg 63.4 C = 120 0.01998 Pt 199) 61-007 Pe 0.000 Pf 3.826 199 49.66 FM 1,655.3 Total 191.4 9 18.16 8' Sch lO 8.2490 E,BV/E Len 31.5 Ftg 564 C= 120 0.01998 Pt 15) 64.832 Pe 13.640 Pf 1.756 15 49.86 FR 1,655.3 Total 87.9 8 18,16 8" Sch 10 8.2490 0 Len 1.0 Ftg 0.0 = 120 0.01998 Pt 9) 80.237 Pe 0.000 Pf 0.020 9 18.16 MA 1,655.3 Total 1.0 7 16.16 8" Sch 10 8.2490 ElI Len 5.0 Ftg 62.2 C = 120 0.01998 Pt 8) 80.257 Pe 0.866 pf 1,344 8 18.16 MA 1,655.3 Total 67.2 5 16.16 10" PVC CL200 9.4200 T,3E/GV ,cv Len 50.0 Ftg 196.7 C = 150 0.00693 Pt 7) 82.468 Pe 0.000 Pf 1.710 7 16.16 UN ______ 1,655.3 Total 246.7 Total Pressure at Node 5)84.177 psi 0 - 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C =150 0.02430 Pt 1) 93.468 Pe 0.000 Pf 0.024 1 0.00 1 UN 1,905.3 Total Pressure at Node 0) 93.493 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 12 of 12 fM2,0(4--Mq4 88OO Dashboard Hydraulics Hydraulics Summary Sheet Project Information Calculation Date: 9/22/2017 2:04:16 PM DISTRIBUT LOT 15 SYSTEM #4 system ID drawing ref 2 OF 2 building NEW 3266 LIONSHEAD AVE construction CARLSBAD, CA occupancy contract # authority Contractor Information Hydraulics Criteria 1EPIC FIRE PROTECTION, INC. system type WET ESFR density 25 PSI GPM/ft' design std NFPA 13 765 TURTLE POINT WAY I calculated by ADAM BOISVERT 1 remote area 12 HEADS ft hazardEXTRA SAN MARCOS, CA 92069 spr coverage 100111 sprs flowing 12 figure calc'd volume 7775.3 gal curve fax 760-798-0556 - Flow Test L email EPICFIRE@COX.NET I j static pressure 94.50 psi r- Sprinklers in Remote ____________________ residual pressure 91.80 psi No. Mfgr Mod SIN# Size K quantity flowing 3,500.0 GPM 12 1 VIKING 1<25 VK510 J iN 25,2 elevation from if 0.00 ft date & time of flow test 7-31-17 location of flow test SITE 140 Remote Area 1 - Supply I Demand Graph 93.74 psi available at Sprinkler Demand of 93.18 psi 120 with _System_Flow _of_1,768.5_ GPM ___________________________________________________ I Marain: +0.6% 1 _ 100 80 0) I- 60 0 40 20 1 I I 0 250 500 750 N185 1000 1250 1500 Water Flow (GPM) 1750 2000 © Copyright 2013 Sigma Development Group, Inc. Page 1 of 10 It Dashboard Hydraulics ,J80(Y Supply Analysis DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) Sprinkler Flow: 1,518.5 GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 1768.5 GPM Maximum velocity in pipe 16- 299 is 15.3 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 709 50.5 Sprinkler 25.20 126.00 25.00 126.00 710 50.5 Sprinkler 25.20 126.00 25.00 126.00 705 50.5 Sprinkler 25.20 126.00 25.01 126.03 706 50.5 Sprinkler 25.20 126.00 25.01 126.03 701 50.5 Sprinkler 25.20 126.00 25.05 126.13 702 50.5 Sprinkler 25.20 126.00 25.05 126.13 708 50.5 Sprinkler 25.20 126.00 25.38 126.94 704 50.5 Sprinkler 25.20 126.00 25.39 126.97 711 50.5 Sprinkler 25.20 126.00 25.40 127.01 707 50.5 Sprinkler 25.20 126.00 25.41 - 127.04 700 50.5 Sprinkler 25.20 126.00 25.43 127.07 703 50.5 Sprinkler 25.20 126.00 25.46 127.14 5 16.2 1 Hose Flow 84.17 250.0 © Copyright 2013 Sigma Development Group, Inc. Page 2 of 10 8OO Pipe Information DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft c Value Total (Pt) psi Fitting ft Elev (Pe) psi GPM Diameter Fittings Notes To Elev2 in Type Friction Loss Total I I Total ft psi/ft Frict(Pf) psi 710 50.49 2%' Eddy Flow 2.7050 Len 10.0 Ftg 0.0 c = 120 Pt 709) 25.001 Pe 0.000 pf 0.000 709 50.49 BL 2.4 0.00003 Total 10.0 711 50.49 2%" Eddy Flow 126.0 2.7050 _______ Len 10.0 Ftg 0.0 c = 120 0.04026 Pt 710) 25.001 Pe 0.000 pf 0.403 Total 10.0 710 50.49 BL 128.4 371 50.49 2'/a" Eddy Flow 127.0 2.7050 T Len 124.5 Ftg 18.7 C = 120 Pt 711) 25.404 Pe 0.000 Pf 20.580 711 50.49 BL 255.4 0.14369 Total 143,2 331 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 371) 45.984 Pe 0.359 Pf 2.809 371 50.49 RN 255.4 0.14369 Total 19.5 330 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00224 Pt 331) 49.152 Pe 0.000 Pf 0.022 331 49.66 CM2 255.4 Total 10.0 Total Pressure at Node 330) 49.175 psi 708 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03751 Pt 709) 25.001 Pe 0.000 Pf 0.375 709 50.49 BL 123.6 Total 10.0 351 50.49 2'/2" Eddy Flow 126.9 2.7050 T,2E Len 163.0 Ftg 37.4 C = 120 Pt 708) 25.376 Pe 0.000 Pr 27.789 708 50.49 BL 250.5 0.13864 Total 200.4 311 49.66 2'/" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 351) 53.165 Pe 0.359 Pf 2.710 351 50.49 RN 250.5 0.13864 Total 19.5 310 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00216 Pt 311) 56.235 Pe 0.000 Pr 0.022 311 49.66 CMI 250.5 Total 10.0 Total Pressure at Node 310) 56.257 psi 706 50.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00003 Pt 705) 25.012 Pe 0.000 Pf 0.000 705 50.49 BL 2.4 Total 10.0 707 50.49 2h/2 Eddy Flow 126.0 2.7050 Len 10.0 Ftg 0.0 C = 120 0.04029 Pt 706) 25.012 Pe 0.000 Pf 0.403 706 50.49 BL 128.5 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 10 oo Pipe Information DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft T C Value Total (Pt) psi GPM Diameter in Fittings Fitting ft Friction Loss psi/ft Elev (Pe) psi Notes Frict (Pf) psi To EIev2 ft Type Total Total ft 370 50.49 2t12 Eddy Flow 127,0 2.7050 1 Len 124.5 Ftg 18.7 C = 120 Pt 707) 25.415 Pe 0.000 Pt 20.589 707 50.49 BL 255.5 0.14376 Total 143.2 330 49.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18] c = 120 0.14376 Pt 370) 46.004 Pe 0.359 Pt 2.810 370 50.49 RN 255.5 Total 19.5 329 49.66 6" Sch 10 255.4 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 330) 49.174 Pe 0.000 Pt 0.081 330 49.66 CM2 510.9 0.00808 Total 10.0 Total Pressure at Node 329) 49.255 psi 704 50.49 2h/z Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.03752 Pt 705) 25.012 Pe 0.000 pf 0.375 705 50.49 BL 123.6 Total 10.0 350 50.49 2'/2' Eddy Flow 127.0 2.7050 T,2E Len 163.0 Ftg 374 C = 120 Pt 704) 25.387 Pe 0.000 Pt 27.799 704 50.49 BL 250.6 0.13869 Total 200.4 310 49.66 21/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 350) 53.186 Pe 0.359 Pt 2.711 350 50.49 RN 250.6 0.13869 Total 19.5 309 49.66 6" Sch 10 250.5 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00779 Pt 310) 56.257 Pe 0.000 Pt 0.078 310 49.66 CM1 501.1 Total 10.0 Total Pressure at Node 309) 56.335 psi 702 50.49 21/2* Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00003 Pt 701) 25.052 Pe 0.000 Pf 0.000 701 50.49 BL 2.5 Total 10.0 703 50.49 2%" Eddy Flow 126.1 2.7050 Len 10.0 Ftg 0.0 C = 120 0.04036 Pt 702) 25.052 Pe 0.000 Pt 0.404 702 50449 BL 128.6 Total 10.0 369 50.49 2'/2" Eddy Flow 127.1 2.7050 1 Len 124.5 Ftg 18.7 C = 120 Pt 703) 25.456 Pe 0.000 Pf 20.625 703 50.49 BL 255.7 0.14401 Total 143.2 329 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.14401 Total 19.5 Pt 369) 46.080 Pe 0.359 Pt 2.815 369 50.49 RN 255.7 0 Copyright 2013 Sigma Development Group, Inc. Page 4 of 10 DISTRIBUT LOT 15 SYSTEM #4 OO Pipe Information (Remote Area 1) From Elevi Pipe ID Flows C Value TTOthI (Pt) psi Added Inside GPM Diameter Fitting Fittings s FItting ft 1EIepSf Notes To Elev2 I ft Type in Fricton Loss psi/ft Total Total ft I Frict A psi '328 49.66 6" Sch 10 510.9 6.3570 0 Len 10.0 Pt 329) 49.255 Pe 0.000 0.01711 0.171 329 4966 CM2 766.6 Total 10.0 Total Pressure at Node 328) 49.426 Psi 700 50.49 21/2 Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 701) 25.052 Pe 0.000 Pt 0.376 701 50.49 BL 123.7 0.03756 Total 10.0 349 50.49 2%" Eddy Flow 127.1 2.7050 T,2E Len 163.0 Ftg 37.4 C = 120 Pt 700) 25.427 Pe 0.000 Pt 27.833 700 50.49 BL 250.7 0.13886 Total 200.4 309 49.66 2/' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 349) 53.260 Pe 0,359 Pt 2.714 349 50.49 RN 250.7 0.13886 Total 19.5 308 49.66 6" Sch 10 501.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 309) 56.335 Pe 0.000 Pt 0.165 309 49.66 CMI 751.9 0.01651 Total 10.0 Total Pressure at Node 308) 56,500 psi 368 50.49 21/a Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 120 Pt 328) 49.426 Pe -0.359 Pt 0.335 328 49.66 RN 80.9 0.01714 Total 19.5 348 50.49 2Y2" Eddy Flow 2.7050 T,2E11 Len 317.5 Ftg 56.2 C = 120 0.01714 Pt 368) 49.402 Pe 0.000 pf 6.403 368 50.49 BL 80.9 Total 373.7 308 49.66 21/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 0.01714 Pt 348) 55.805 Pe 0.359 Pt 0.335 348 50.49 RN 80.9 Total 19.5 307 49.66 6' Sch 10 751.9 6.3570 0 Len 10.0 Ftg 0.0 c = 120 Pt 308) 56.500 Pe 0.000 Pf 0.199 308 49.66 CM1 832.8 0.01994 Total 10.0 Total Pressure at Node 307) 56.699 psi 327 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 c = 120 0.01392 Pt 328) 49.426 Pe 0.000 Pt 0.139 328 49.66 CM2 685.7 Total 10.0 367 50.49 21/2" Eddy Flow -04,4 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 327) 49.565 Pe -0.359 Pt 0.338 Total 19.5 327 49.66 RN 81.3 0.01728 0 Copyright 2013 Sigma Development Group, Inc. Page 5 of 10 e8800' Pipe Information Dashboard Hydraulics DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) tievi Flows Length ft Total (Pt) psi From ft Pipe ID Added Inside C Value GPM Diameter Fillings Fitting ft Elev (Pe) Psi Notes To Elev2 Type in Friction Loss ft Total I Total ft psi/ft Frict(Pf) psi 347 50.49 2'/2" Eddy Flow 2.7050 T,2E!T Len 317.5 Ftg 56.2 C = 120 Pt 367) 49.544 Pe 0.000 P1 6.458 367 50.49 BL 81.3 0.01728 Total 373.7 307 49.66 2W' Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.01728 Pt 347) 56.002 Fe 0.359 Pr 0.338 347 50.49 RN 81.3 Total 19.5 306 49.66 6" Sch 10 832.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02369 i Pt 307) 56.699 Pe 0.000 Pr 0.237 307 49.66 CM1 914.1 Total 10.0 Total Pressure at Node 306) 56.936 psi 326 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.01102 Pt 327) 49.566 Pe 0.000 P1 0110 327 49.66 CM2 604.4 Total 10.0 366 50.49 2'/2" Eddy Flow -522.4 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.01759 Pt 326) 49.676 Pe -0.359 P1 0.344 326 49.66 RN 82.1 Tot al 19.5 346 50.49 2h/2 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 c = 120 0.01759 Pt 366) 49.660 Pe 0.000 pf 6.573 366 50.49 BL 82.1 306 49.66 2'!? Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 346) 56.233 Pe 0.359 PI 0.344 346 50.49 RN 82.1 0.01759 Total 19.5 305 49.66 6" Sch 10 914.1 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02778 Pt 306) 56.936 Pe 0.000 pr 0.278 306 49.66 CM1 996.2 Total 10.0 Total Pressure at Node 305) 57.214 psi 325 49.66 6" Sch 10 6,3570 0 Len 10.0 Ftg 0.0 C = 120 0.00841 Pt 326) 49.676 Fe 0.000 Pr 0.084 326 4166 CM2 522.4 Total 10.0 365 50.49 2%" Eddy Flow -439.1 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.01806 Pt 325) 49.760 Fe -0.359 PI 0.353 325 49.66 RN 83.2 Total 19.5 345 50.49 21/2' Eddy Flow 2.7050 T,2E11 Len 317.5 Ftg 56.2 C = 120 Pt 365) 49.754 Fe 0.000 Pr 6.748 365 50.49 BL 83.2 0.01806 Total 373-71 0 Copyright 2013 Sigma Development Group, Inc. Page 6 of '10 á8OO Dashboard HydraillIcs Pipe Information DJSTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft T C Value Total (Pt) psi - ' GPM Diameter in I Fittings Fitting ft1Friction Elev (Pe) Notes Frict (P1) psi To Elev2 I ft Type Loss psi/ft Total Total ft 305 49.66 2W' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 345) 56.502 Pe 0.359 Pt 0.353 345 50.49 RN 83.2 0.01806 Total 19.5 304 49.66 6" Sch 10 996.2 6.3570 0 Len 8.0 Ftg 0.0 C = 120 0.03223 Pt 305) 57.214 Pe 0.000 Pt 0.258 305 49.66 CMI 1,079.4 Total 8.0 Total Pressure at Node 304) 57.472 Psi 324 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00610 Pt 325) 49.760 Pe 0.000 Pf 0.061 325 49.66 CM2 439.1 Total 10.0 364 50.49 21/2w Eddy Flow .3547 2.7050 1 Len 0.8 Ftg 18.7 = 120 Pt 324) 49.821 Pe -0.359 Pt 0.362 324 49.66 RN 84.4 0.01854 344 50.49 21/2 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 Pt 364) 49.824 Pe 0.000 Pt 6.926 364 50.49 BL 84.4 0.01854 Total 373.7 304 49.66 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 344) 56.750 Pe 0.359 Pt 0.362 344 50.49 RN 84.4 0.01854 Total 19.5 303 49.66 6" Sch 10 1,079.4 6.3570 0 Len 8.0 Ftg 0,0 C = 120 0.03704 Pt 304) 57.472 Pe 0.000 Pt 0.296 304 49.66 CMI 1,163.8 FTotaF 8.0 Total Pressure at Node 303) 57.768 psi 323 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 324) 49.821 Pe 0.000 Pt 0.041 324 49.66 CM2 354.7 0.00411 Total 10.0 363 50.49 21/2 Eddy Flow -268.7 2.7050 T Len 0.8 Ftg 18,7 C = 120 Pt 323) 49.862 Pe -0.359 P1 0.374 323 49.66 RN 85.9 0.01915 Total 19.5 343 50.49 21/2 Eddy Flow 2.7050 T,2EIT Len 317.5 Ftg 56.2 C = 120 Pt 363) 49.877 Pe 0.000 Pt 7.157 363 50.49 BL 85.9 0.01915 Total 373.7 303 49.66 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.01915 Pt 343) 57.034 Pe 0.359 pf 0.374 343 50.49 RN 85.9 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 7 of 10 Q 8'8OO Dashboard Hydraulks Pipe Information DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft 1 C Value J Total (Pt) psi - GPM Diameter in Fittings Fitting ft I Elev (Pe) psi Notes J Frict (Pf) psi I ft To Elev2 Type Friction Loss psi/ft Total Total ft J 302 49.66 6" Sch 10 1,1638 6.3570 0 Len 801 Ftg 0.0 c = 120 Pt 303) 57.768 Pe 0.000 303 49.66 CMI 1,249.8 0.04226 Pf 0.338 Totar8.0 Total Pressure at Node 302) 58.106 psi 322 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00246 Pt 323) 4.862 Pe 0.000 Pf 0.025 323 49.66 CM2 268.7 Total 10.0 362 50.49 2%" Eddy Flow -181.0 27050 T Len 0.8 Ftg 18.7 c = 120 0.01991 Pt 322) 49.887 Pe -0.359 Pf 0.389 322 49.66 RN 87.8 Total 19.5 342 50.49 21/2 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 0.01991 Pt 362) 49.917 Pe 0,000 Pf 7.441 362 50.49 BL 87.8 Total 373.7 302 49.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 342) 57.358 Pe 0.359 Pf 0.389 342 50.49 RN 87.8 0.01991 Total 19.5 301 49.66 6" Sch 10 1,249.8 6.3570 0 Len 8.0 Ftg 0.0 C = 120 Pt 302) 58,106 Pe 0.000 Pf 0.383 302 49.66 CMI 1,337.5 0.04792 Total 8.0 Total Pressure at Node 301) 58.489 psi 321 49.66 6" Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.00118 Pt 322) 49.887 Pe 0.000 Pf 0.012 322 49.66 CM2 181.0 Total 10.0 361 50.49 2h/2 Eddy Flow -91.1 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 321) 49.899 Pe -0.359 Pf 0.407 321 49.66 RN 89.9 Total 19.50.02081 341 50.49 21/2 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 0.02081 Pt 361) 49.946 Pe 0.000 Pf 7.777 361 50.49 BL 89.9. Total 373.7 301 49.66 2'/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.02081 Pt 341) 57.723 Pe 0.359 Pf 0.407 341 50.49 RN 89.9 Total 19.5 299 49.66 6" Sch 10 1,337.5 6.3570 Len 4.0 Ftg 0.0 C = 120 0.05404 Pt 301) 58.489 Pe 0.000 Pt 0.216 301 49.66 CMI 1,427.4 Total 4.0 Total Pressure at Node 299) 58.705 psi © Copyright 2013 Sigma Development Group, Inc. Page 8 of 10 oo Pipe Information DathboairIHydraufl DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value 1Total (Pt) psi I GPM Diameter Fillings Fitting ft I Friction Loss' [ psi/ft I Elev (Pe) psi Notes To Elev2 1 ft Type Total Total ft Frict (Pt) psi 320 49.66 6° Sch 10 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 321) 49.899 Pe 0,000 Pt 0.003 321 49.66 CM2 91.1 0.00033 Total 10.0 360 50.49 21/2° Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.02133 Pt 320) 49.902 Pe -0.359 Pt 0.417 320 49.66 RN 91.1 Total 19.5 340 50.49 21/2 Eddy Flow 2.7050 T,2E/T Len 317.5 Ftg 56.2 C = 120 Pt 360) 49.959 Fe 0.000 pf 7.969 360 50.49 BL 91.1 0.02133 Total 373.7 300 49.66 2W' Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 340) 57.928 Pe 0.359 Pf 0.417 340 50.49 RN 91.1 0.02133 Total 19.5 299 49.66 6° Sch 10 6.3570 0 Len 4.0 Ftg 0.0 c = 120 0.00033 Pt 300) 58.704 Pe 0.000 Pf 0.001 300 49.66 CMI 91.1 Total 4.0 Total Pressure at Node 299) 58.706 psi 6 16.16 8" PVC CL200 76800 8EE, GV/4E Len I;745.01 Ftg 185.3 C 150 Pt 5) 84.167 Pe 0.000 5 16.16 LU 236.6 0.00051 Pt 0.989 Total 1,930.3 Total Pressure at Node 6) 85.156 psi 4 16.16 8" PVC CUOO 7.6800 0 Len 20.0 Ftg 0.0 C = 150 0.01623 Pt 5) 84.167 Pe 0.000 Pt 0.325 5 16.16 LU 1,531.9 Total 20.0 6 16.16 8" PVC CL200 -1,031.9 76800 0 Len 325.0 Ftg 0.0 c = 150 0.00205 Pt 4) 84.492 Fe 0.000 Pt 0.665 4 16.16 LU 500.0 2 0.00 8' PVC CL200 236.6 7.6800 T,GVI2E Len 145.0 Ftg 93.9 C = 150 Pt 6) 85.156 Fe 6.997 Pf 1.001 7PSI LOSS FOR DCDA - SHOWN AS ELEVATION 6. 16.16 LU 736.6 0.00419 Total 238.9 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C = 150 0.00419 Pt 2) 93.159 Pe 0.000 Pt 0.004 2 0.00 LU 736.6 Total 1.0 Total Pressure at Node 1.) 93.163psi 3 0.00 8" PVC CL200 7.6800 2T,GV Len 120.01 Ftg 92.7 C -150 0.00781 Pt 84.491 Fe 6.997 Pt 1.662 7 PSI LOSS FOR DCDA SHOWN AS ELEVATION 4 16.16 LU 1,031.9 Total 212.7 © Copyright 2013 Sigma Development Group, Inc. Page 9 of 10 8OO Dashboard Hydraulics Pipe Information DISTRIBUT LOT 15 SYSTEM #4 (Remote Area 1) From Elevi ft Pipe ID Flows Added GPM Inside Diameter In Fittings Length ftJ C Value Loss psi/ft Total (Pt) psi Notes Fnct (Pf) PSI IIIII Fitting I ft IIIIIII]ition Elev (Pe) psi To ft EIev2 Type Total Total ft 1 0.00 8" PVC CL200 7.6800 0 Len lOT Ftg 0.0 C = 150 Pt 3) 93.155 Pe 0.000 Pf 0.008 3 0.00 LU 1,031.9 Total i.o0781 Total Pressure at Node 1) 93.163 psi 16 49.66 6" Sch lO 6.3570 E!T Len 51,8 Ftg 55.3 C= 120 Pt 299) 58.706 Pe 0.000 Pf 6.488 299 49.66 FM 1,518.5 0.06059 Total 107.1 10 18.16 8" Sch 10 8.2490 T,BV/E Len 31.5 Ftg 76.3 C= 120 0.01704 Pt 16) 65.194 Pe 13.640 Pt 1.837 16 49.66 FR 1,518.5 Total 107.8 8 18.16 8" Sch lO 8.2490 Len 1.0 Fig 0.0 C=120 P110) 80.680 Pe 0,000 Pt 0.017 10 18.16 MA 1,518.5 0.01704 Total 1.0 7 16.16 8" Sch 10 8.2490 E/T Len 5.0 Ftg 62.2 c = 120 0.01704 Pt 8) 80.697 Pe 0.866 Pt 1.146 8 18.16 MA 1,518.5 Total 67.2 5 18.16 10" PVC CL200 9.4200 T,3E!GV CV Len 50.0 Ftg 196.7 C = 150 0.00591 Pt 7) 82.709 Pe 0.000 Pt 1.457 7 16.16 UN 1,518.5 Total 246.7 Total Pressure at Node 5) 84.167 psi 0 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 C = 150 J - Pt 1) 93.163 Pe 0.000 Pt 0.021 1 0.00 UN 1,768.5 0.02117 iTi.o Total Pressure at Node 0) 93.184 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 10 of 10 FFc2mol:?P-ooZ74 MATERIAL DATA SUBMITTAL DI5TRIE3LJ7E LOT 15 CARLSBAD, CA EPIC FIRE PRQTECTION, INC. 75 TURTLE POINT WAY SAN 1ARC05, CA 02000 (760)310-6122 F,AX(70)78-055 Page 1 of 6 sjII(Ir4.1G® ESFR PENDENT SPRINKLER VkSIO (K25.2) 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@vlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlkinggroupinc.cOm DESCRIPTION Viking Early Suppression Fast Response (ESFR) Pendent Sprinkler VK510 incorpo- rates the capability to suppress specific high-challenge fires. The addition of a larger K-Factor allows ESFR performance at lower end-head pressures than ESFR <14 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 it (12.2 m) with ceilings up to 45 ft. (13.7 m)' Reduce or eliminate the need for a system tire pump. Provide flexibility when sizing system piping. Viking VK510 ESFR Pendent Sprinklers are primanly 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 Pendent 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 fotiOwed. In addition, some storage arrangements of rolled paper, flammable liquids, aerosols, and rubber tires may be protected by Viking ESFR Pendent Sprinkler VK510. 2. 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 It or greater) <S> FM Approved: Class 2026 VdS Approved: Certificate 04040015 LPCB Approved: Ref. No. 096e/07 (j) CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) The 10280 VK510, ESFR Pendent Sprinkler Assembly conforms to the provision of CIJAP11.03/03 standard. CUAP11.03I03 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 1 and Design Criteria for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. Page 2 of 6 ESFR PENDENT NIIQNG* SPRINKLER VK5I0 (1(25.2) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269418-1680 Email: techsvcsvlkIngcorp,com Visit the Viking website for the latest edition of this technical data page: www.viklnggroupinc.com TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to NFPA 13 or FM Global Loss Proven-lion 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 12.200 Nominal K-Factor 25.2 U.S. (363 metr(c') Monte K-factor measurement shown kin bar. When pressure is measured is kPa. divide the metric K-factor shown by 10.0 Overall Length: 3-3/16' (81 mm) Deflector Diameter. 1-3/4' (44.5 mm) Covered by errs or more of the following patents USS.829.53Z US6,059,044: US6,33e,509; U50502,643; US08e0917: AU75-93; 09233e777 Material Standards: Frame Casting: Brass UNS-C84400 Deflector. Phosphor Bronze UNS-051000 Seat: Copper UNS-C1I000 and Stainless Steel UNS-530400 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Sorew. Stainless Steel UNS-531603 Trigger and Support Stainless Steel UNS-531600 Fusible Element Assembly Beryllium Nickei, coaled with black acrylic paint Ordering Information: (Also refer to the current Viking price list) Order ESFR Pendent 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 'F (96 'C) = E For example, Sprinkler VK5I0 with V NPT threads, Brass finish, and 165 'F (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: A Part No. 13635W/B (double-ended wrench - Use Side B. Side Ais for use with K14.0 ESFR Pendent Sprinkler VK500) Available since 2006. B. Part No. 12143W/B (no longer available) Sprinkler Cabinet: Six-head capacity: Port No. 01731A (available since 1971) INSTALLATION AWAIP.Nit&G Viking sprinklers are manufactured and tested to meet rigid requirements of the approving agencies. The sprinklers are designed to be installed in accordance with recognized 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 Sachversicherer (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 sure 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 email 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. Use 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. F_100102 16.06.30 Rev 16.1 Replaces Form No. F_100102 Rev. 15.1 Form No. F100102 16.06.30 Rev 16.1 (Updated formatting: Added CCCF approval) Wrench Flat -Protective Sprinkler Cup Use Side S for _\ ESFR Pendent K25.2 Sprinkler VK5I0 ati~g~ Figure 1: ESFR Pendant Sprinkler Wrench 13635W1B *1 l-9/16 (40 rd 3-3/16' (81 mm) (Dimensions Ore 1-3/4approximate.) 7(45 ' nil) Figure 2: ESFR Pendent Sprinkler VK5I0 Dlrneaslon Page 3 of 6 1k 1401" 11 ESFR PENDENT SPRINKLER VK5I0 (K25.2) 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: techsvca@vlklngcorp.com Visit the Viking wobsite for the latest edition of this technical data page: wwwvlkinggroupinc.com DO NOT use any other type of wrench, as this could damage the unit, DO NOT use the sprinkler deflector or fusible element to start or thread the sprinkler Into a fitting. DO NOT exceed 50 It. tbs. of torque (hand tight, plus approximately two tat turns with the wrench) to install these 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 must be conducted to comply with the Installation Standards. Make sure the splinkler has been property tightened. If a thread leak occurs, normally the unit must be removed, new pipe-joint compound or tape applied, and then reinstalled. This is due to the tact 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 SERVICE! 5. OPERATION During fire conditions, the heat-sensitive fusible element assembly disengages, releasing the seat and belleville spring assembly to open the waterway. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to suppress the tire. Page 4 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269418-1680 Email: techsvcsvlklngcorp•com Visit the Viking webslte for the latest edition of this technical data page: www.vlklnggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE rinkTerdiu$fl pt1nIdrtr Nominal RATINGS AND FINIS: "McImuntibien CaslflcatIon ' ' Tvmerajure Rating Temperature Pe,Calling J isti ts Ordinary 165 'F (74 'C) 100 'F (38 'C) None Intermediate 205 'F (96 'C) 150 'F (65 'C) While Sprinkler Finish: Brass Footnotes The sprinkler temperature rating it stamped on the deflector. 'Based on NFPA-13. Other limits may apply, depending on fire leading, sprinkler location, and other requirements of the Authority Having Jurisdiction, Refer to specific Installation standards. 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. 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. Sprinklers that have been painted or mechanically damaged must be replaced immediritely. Sprinklers showing signs of corrosion shall 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., NFPA 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. 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 must be immediately removed or, if necessary, additional sprinklers installed, 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 all 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- tics. A tally 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. B. 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 at combustion, but have not operated, should be replaced. Refer to the Authorities Having Jurisdiction for minimum replacement mquirernents. AVAILABILITY The Viking Model VK5I0 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. 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_10D102 16.06.30 Rev 16.1 i Nominal K- Base part Number' SIN Thread Size I Factor Overall Length Listings and Approvals" (Refer also to D.ntgn Criteria an pa. &) Inches I mm I cULus' I NYC F VdS I LPCB I ( Page 5 of 6 NIIQMA 1 ESFR PENDENT SPRINKLER VK5I0 (1(25.2) 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@vlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vIklnggroupinc.com Approved Temperature Ratings Approved Finish A- 165 'F (74 'C) and 205 'F (96 'C) 1-Brass B - 165 'F (74 'C) Footnotes Base part number shown. For complete part number, refer to the price list. 'MetrIc K-Factor mnasuremeni shown is writes pressure in measured In her When pressure is measured in kPa, divide the metric K-Factor sitcom by 10.0. 'This chart shows listings and approvals available at the time of printing. Other approvals maybe in process. Refer to the latest standards of NFPA 13, LPCB Loss Prevention Siandards, and the latest VdS standards. 'Usted by Underwriters Laboratories inc. for use In the U.S. and Canada as a Specific Application ESFR Sprinkler (refer to the deflector position requltemurnts srr P550 4). 'Mnvlv Nax Ynrtr Cliv rnrtulrvmqplfl. effective July 1, 2008. DESIGN ciIriA UL - (Also rferinApprrrne(Chert 1) - ESFR Pendent Sprinkler Vl<510 is cULus Listed as indicated in Approval Chart 1 for installation it, accordance with the latest appropriate NFPA star,- dards (including NFPA 13) for ESFR Pendent 1<25.2 (363) Sprinklers, for - Protecting rack storage of certain specified materials up to 408(12.2w) high in buildings with 458(13.7 m) high ceilings with NO in-rosin sprinklers. Exception to NFPA 13 sprinkler installation runes for ESFR Pendent 1<25.2 Sprinklers: cUuis Listing Requirement for Buildings up to 40 ft (12.2 or) High: Locate the tioflestoc between 6' and 18' (152 and 457 mm) below the ceiling. ctJLue Listing Requirement for Buildings Between 40 ft (12i m) and daft. (13.7 or) High: Locate the sisfistilor between 6' and id' (152 and 356 mm) below the wiling. The minimum area of coverage allowed per sprinkler is 648' (5.8 rn') per NFPA 13. Maximum Roof or Ceiling Slope: 2 in 12 (167 mmlm or 9.5 degrees). Sprinkler Position: Approved for use only is the pendant position. Align the deflector parallel with the calling or roof, System Type: Wet systems only. Deflector Distance from Waif: At least d' (102 mm) from watts, and no more than one-half the allowable distance permitted between sprinklers. Clearance from Deflector to Top of Storage: At least 36' (914 mm) maximum Distance Between Sptieldere: The maximum area Of coverage allowed per sprinklers itO 8'(9.3 rn2)'0. For buildings over 308)9.1 m) high, spacing between sprinklers and/nt brunch tines must be from Ste 108(2.4 to 3.1 ro)". For building heights up to 308(0.1 m), the spacing allowed between sprinklers and/or branch tines Is 8 to 12 ft (2.4 to 3.7 or). provided the area covered per sprinkler does not exceed the maximum 100110(9.3 or') allowed". "Refer to the installation Standards for permissible deviations from the maximum sprinkler spacing rules above, to eliminate obstructions created by busses and bar joists when using ESFR sprinklers. Note: lithe ceiling is beam and girder or panel construction, innate 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 Page 6 of 6 44J II(JI1G® ESFR PENDENT SPRINKLER VK510 (1(25.2) 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: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.viktnggroupinc.com . '4t vA ch'art2(rM tr '-en PendentSpilnkkrr LJy VKSIO 4 f F"" r p .. neff J $$0, tvfrnom475 1b51 (12 bats wwi' Base P011 SIN Thread Size Nominal K-Pastor Overall Length FM Approvals"' Number U.S. metrIc' Inches mm fitofer elea to Dosige C,tte,ta below.) 12080 VK510 1 NPT 25.2 363 3-3/16 1 81 Al 12200 VKSIO 25mmBSP 25.2 363 3-3/16 81 Al Approved Temperature Ratings Approved Finish A- 165'F (74 'C) and 205 'F (96 'C) I - Brass Footnotes Base part number shown. For complete parr number, refer to the price list. 'Metric K-Factor measurement shown in when pressure is measured in bar. When pressure is measured in id/u. divide the metric K-Factor shown by 10.0. This chart shows the FM Approvals available at the towel pr/sing. Other approvals maybe In process. FM Approved as a quick response pendent Non-Storage sprivkier and also FM Approved as a quick response pendent Storage sprinkler. Refer to Design Criteria below. -' ' ... ... FM Anpronni Requirements; 1. SprInkler VK510 is FM Approved as a quick response pendent Storage sprinkler as indicated in the FM Approval Guide. For specific application and Installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheets 2-0 and 8-9). 2. Sprinkler VK510 is also FM Approved as a quick response pendent Non-Storage sprinkler as indicated in the FM Approval Guide. For specific applicoilon and Installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (Including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling i slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. Note: The FM installation guidelines way differ from cUL.us and/or NFPA Criteria. 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 applicable FM Global Loss Prevention Data Sheets, including 20 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 16.1 Replaces Form No. F_100102 Rev. 15.1 (Updated ANSI WARNING and NOTICE formatting; Added CCCF approval) ORDERING INFORMATION SPECIFY 002RUIy ' Model ' NoWber Slsie . Orifice Thread Size 'TemperIllAre'FiflKh desired -0 ... fily - Wrenches/Recessed WmnDIre5. PIN 3253901325391 (117): PIN 312366(325401 (L0.) OIctnIUy PrRlochve caps .PIN 327109-CAP (Friction F6 Recessed) AL GL3I FEE SPE06c'.SSCSEPOEAr,oA APR 2017 STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) DESCRIPTION AND OPERATION The Globe Standard Response GL Series Sprinklers are a low profile yet durable design which utilizes a 5mm frangible glass ampule as the thermosensitive element. While the Standard Response Sprinkler provides an aesthetically pleasing appear- ance, it can be installed wherever standard spray sprinklers are specified when allowed by the applicable standards. It offers the additional feature of greatly increased safety to life and is available in various styles, orifices, temperature ratings and fin- ishes to meet varying design requirements. Standard Response STANDARD RESPONSE Sprinklers should be used advisedly and under the direction of UPRIGHT CONVENTIONAL approving authorities having jurisdiction. The heart of Globes GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass . causing the glass to shatter. This results in waterdischarge which is distributed in an approved pattern depending upon the deflector style used. STANDARD RESPONSE The sprinkler and escutcheon are not factory assembled. PENDENT VERTICAL Assembly is done in the field. SIDEWALL TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C) 500°F (260°C) Available Upon Request Without Approvals Water Working Pressure Rating -175 psi (12 Bars) ° Factory tested hydrostatically to 500 psi (34 Bars) STANDARD RESPONSE Maximum low temperature glass bulb rating is -67°F (-55°C) LPc/cE HORIZONTAL Frame - bronze - Deflector - brass - Screw - brass HORIZONTAL SIDEWALL - Lodgement Wire - stainless steel Bulb seat - copper SIDEWALL Spring - nickel alloy Seal - teflon Bulb - glass with glycerin solution, 5mm size Escutcheon Assembly - steel .SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER TEMPERATURES BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURE ORDINARY 135°F1155F 57°C/68°C .. ORANGE/RED 100°F 347(2' INTERMEDIATE 175 P/200 F 79'C/93 'C YELLOW/GREEN 150 F 06 C HIGH '' 289°F- - 1447C BLUE --.-47F: . 10rC EXTRA HIGH 380°F 182°C MAUVE 300°F 149°C ULTRAHIGH 000W 260°C BLACK 475°F 249°C APR 2017 GFS-1 Sob (Formerly A-65) STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT • PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH' FINISHES 2.8(40 roeS/c) I/2NPT (15mm) 2 1/4' (5.7cm) Factory Bm020 4.2)60 mob/c) 1/TNPT (15nRe( 2 1/4' (5.7cm) Chrome 5.6)85 mehic) 1/2'NPT (180,0,) 2 1(4' (5.7cm) 11,110 Polyester1 8.0)115 metric) 1/2NPT (15mm) 2 1(4" (5.7-) Block Polyester'.' 8.0(115 mesS/I 3/4'NPT (20mm) 27/16' (6.2cm) WaIl Coated°.'° NOTE: METRIC COrWERSIONSriJlEAPP605IMATE. °AVAIIABLE:... .811,0 LISTED C000SION RESISTANT WHEN SPECIFIED ON ORDER. 'HORIZONTAL SIDEWALL IS 25(16'. '(6821 COATING AIJLAO LISTED UP TO 200-F (93-C) ONLY. °FIrlISHESAVAILP,OLE ON SPECIAL ORDER. APPROVALS 1 TEMPERATURE STYLE I SIN I MODEL K FACTOR HAZARD , cULII5 FM LPC CE NYC'DOB MEA 101.92.6 - 139°F - 155°F - 175°F 208°F 280°F - - °360°F (57C( (68°C) (78°C) (93°C) (141°C) (182°C) 1012861 2.8 LH 8 X X X X X, - - - X I 014261 4.2 UI X X X x X - - .- X UPRIGHT I G15661 5.6 ALL X X X X X X X X X -J.GL0t61 8.8° ALL X X X 21 -. - - X GL8164 8.0 ALL X X X X X X X X 012851 2.8 LH X X X X - -' - X PENDENT 014251 4.2 LH X X X X X -' - - X RECESSED G15651 5.6 ALL x X x x X X X X S 11 X PENDENT 0L8151 8.0° ALL X X X X S - -.- X 0L8156 6.5 . ALL x X X x X X X X. X X X VERTICAL - 015675 5.6 LH X X X x X X - - - SIDEWALL' GL8176 8.0 LH x X X x X x X - - - - HORIZONTAL 0120705 2.8 LH x X x x X X S -. - - x SIDEWALL 0142705 4.2 UI x x x x X X 0 - - - X RECESSED 0L56705 5.6 LH/OH x 10 X x S X S X - - 10 HORIZONTAL 015671° 5.6 LH/OH x X 21 x X X - -. X X - SIDEWALL 0181715 8.0 LH/OH x x X x X X 21 - - - - CONVENTIONAL 0L5668 5.6 LH/OH X X X - ... X X -. (010 STYLE) 018169 8.0 LH/OH X I X I xX 10 - -' S 21 'SPRINKLERS HALL BE LIMITED AS PER THE REQUIREMENTS OF NFPAIS 8240 ANY OTHER RELATED DOCUMENTS. 'BRASS FINISH ONLY WHEN RECESSED §HORIZONTAL SIDEWALL AULSS LISTED FOR DEFLECTOR 4' TO IT 0610W THE CEILING. FM APPROVED 4'TO 6' 8610W THE CEILING. 50 "APPROVALS FOR RECESSED -INSTAL L IN ACCORDANCE TO 855356 AND ANY OTHER RELATED DOCUMENTS. "NO FM APPROVALS tPENOERTVERTICAL SIDEWALL UUL,,s LISTED FOR 6' MIN. SPACING. 015 ORDINARY 6428261) FJPRIGHTVER1TCAI. SIDEWALL AUl,0 USTED FOR 9 Mm. SPACING. 115 LIGHT HAZARD SOIZF (260C) AVAILABLE UPON REQUEST WITH NO APPROVALS, ALL ALL HAZARDS 1(2'NPli RETRO-FIT ONLY GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from dale of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH. MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-880-248.0278 .gIebeSpIinkIelcoc1 PRINTED U.S.A. (Wa-look (Formerly A-ES) G&Mt-D&PA; FIRE SPRINKLER CORPORATION EXTENDED COVERAGE ORDINARY HAZARD drum AUTOMATIC SPRINKLERS FIRE SPRINKLER CORPORATION MODELS GL 1121 & GLIII3 UPRIGHT PENDENT RECESSED PENDENT DESCRIPTION AND OPERATION The Globe GL Series Extended Coverage Ordinary Hazard Extra Large Orifice Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it serves to protect various areas of coverage. This sprinkler series is available in various styles, temperature ratings and several finishes to meet many varying design requirements. The Globe GL Series Extended Coverage Ordinary Hazard Extra Large Orifice Sprinkler is to be installed per NFPA 13 guidelines. The heart of Globes GL Series sprinkler proven actuat- ing assembly is a hermetically sealed frangible glass ampule EXTENDED COVERAGE that contains a precisely measured amount of fluid. When heat ORDINARY HAZARD is absorbed, the liquid within the bulb expands increasing the UPRIGHT GLfl21 internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - I.i 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C) EXTENDED COVERAGE Water Working Pressure Rating - 175 psi (12 Bars) ORDINARY HAZARD Factory tested hydrostatically to 500 psi (34 Bars) PENDENT - RECESSED PENDENT Maximum low temperature glass bulb rating is 67°F(-55°C) GL1113 Frame - bronze Deflector - brass - Screw - brass Bulb seat - copper• Spring - nickel alloy Seal - teflon Bulb - glass with alcohol based solution, 3mm size Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINK TEMPERATURES LER BULB COLOR - TEMPERATURE ORDINARY 68C RED 100'F INTERMEDIATE F 1557" 175 f2001' 79 C/ES c YELLOW/GREEN 1501F 66 C - HIGH LF 141çJ BLUE 2251° IOTC NOV 2016 GFS-255 (Formerly A-79) EXTENDED COVERAGE ORDINARY HAZARD ExTRA LARGE ORIFICE AUTOMATIC SPRINKLERS MODELS GLII2I & GLIII3 UPRIGHT • PENDENT PENDENT RECESSED SPECIFICATIONS AND APPRQVAI NOMINAL 'K'FACTOR I THREAD SIZE LENGTH I I FINISHES I I cULos 1 I Factory Bronze I 11.2 3I4NPT 2 7116 chrome I (160 metric) l2frrrrnl (6.2m) While Polyester' r X Elect, Polyester°4 I NOTE.' METRIC CONVERSIONS ARE APPROXIMATE. 'FINISHES AVAILABLE ON SPECIAl. ORDER. ,AVAILABLE AS CI.JLos LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. cULus LISTING DESIGN - USE REQUIREMENTS FOR ORDINARY HAZARD ONI Y TEMPERATURES I MAX AREA OF I_ORDINARY GROUP I ORDINARY GROUP 2 RESPONSE S IN DrL 1WF I 17175-F IsOF ' 28FF COVERAGE I_ MIN. NUN. MIN. MIS. S TELE (68.C) (79.C)I93CI (14r'CI I0sGThveSTH I PRESSURE FLOW PRESSURE FLOW priI rn,I,.i OW.fi.i..EI rIl I5c 0cc /i.00I GL1I2I - UPRIGHT QUICK RESPONSE S - X - 14(4.3)e 14(4.3) 7(48) 30(114) 12(.83) 39(148) PENDENT II GLI 3 RECESSED PENDENT 0L1121 UPRIGHT 16 (4.9)x16 (4.9) 12.53) 39(148) 21(1.45) 51(193) STANDARD RESPONSE II I X X X PENDENT 18(5.5)u 18(5.5) 19)1.31) 49(165) 34(2.34) 65(246) GL1r13 RECESSED PENDENT 20(6.I)20/61) 29)2.0) 60)227) 51(3.52) 85(303) NOTE: MEl RIO CONVERSIONS RIlE AF'PROX,HATE. SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPA13 AND ANY OTHER RELATED DOCUMENTS. FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED. USE THE MINIMUM FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIAARE STATED. MINIMUM DISTANCE BETWEEN UPRIGHT SPRINKLERS )GL1121) IS 11 FEET (3.4 METERS). MINIMUM DISTANCE BETWEEN PENDENT SPRINKLERS )GLI1E3) IS9 FEET (2.7 METERS). ORDERING INFORMATION SPECIFY Quantity - Model NUmber. Style -Orifice Thread Size . Temperature - Finishes desired Quantity - Wrenches - P/N 333010 Quantity - Recessed Wrenches - P/N 333011 GLOBES PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period Of one year from date of Shipment. For specific details of our warranty please refer to Price List Terms and Conditions Of Sale (Our Price List). CROSS SECTION GL FIRE SF81861.58 COOPOEATIOB NOV 2016 4077 AIRPARK DRIVE. STANOISH, MICHIGAN 48658 959-846.4583 FAX 989-846.9231 PRINTED U.S.A. 1-800-248-0278 www.gIobespdnkler.com GFS-255 (Formerly A-79) 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 21/2 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 BENEFITS Dual Certified to ASTM A135 and A795. FM Approved for roll 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 Victaulico FIT 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. - 1819 Clarkson Road For additional information, c®us A Q~, 6 Chesterfield, MO 63017 contact your salesperson today at LISTED (800) 325-4467 (800) 325-4467 or (636) 537-2600 BUL.LMOOSETU$ECDMPANY FAX: (636) 537-2645 in the USA, or from Canada _______ www,bull rnoosetube.corn call (800) 882-4666 <13> AcBEcompany e-mail:sales(D,buIIrnoosetub ___ e corn AP9OVEO All Information contained herein is accurate as known at the time of publication. Bull Moose Tube reserves the n51rt to change product specifications without notice end without incurring obligation. 8/08 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of tO 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 , . NPMINALPIPE (I/rQ Br\IpLE'8IZE 1.461 'sI* Li 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 FM's requirement for d,' systems 1819 Clarkson Road For additional information, CN, 6Chesterfield, MO 63017 contact your salesperson today at C®US (800) 325-4467 (800) 325-4467 or (636) 537-2600 LISTED BULJ.. MOOSE TUBE COMPANY FAX: (636) 537-2645 in the USA, or from Canada A CQ company e-mall:salesbu11moosetube.corn _______ www.bullnioosetube.com call (800) 882-4666 <i~> 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 tqco/Products Fire & Building Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 wma.tyon-hee.com Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description VdS See Flee Pereceme FM Submittal Sheet Pressure Raeng and liulirglupeerovte lrdnxnatinn lleoguse772ongpma/gid0innby to* grgalg aineg the ceiramlteterte aloe pipe greounc Rigid creptoigs are pretnnnd forty pipe a applications. 1gum772RigirCmrp6ngs areapmsml dependable method otinnory ypeawi x:eanatteralimtowddlrg.0nax0ngor rxulgduticmeaeideemxoaxopio565pur2 (3447ka)tyeidingmifwatthcinmes when used ir fire pron Hg d CoVEnpare recononflandedfordry pipe and keapp5ealf oils. The tiptoe 772 Rigid Coupbrig descnbed heroin rnitseaidmnconrpb.wrceenlh U Ott Seapgi.onbhruSHdaons oftheiltijera/FAreFhet80.dsrAenoiovlion./n,allddinee to Se s00thn1s ntarry offer osifeni5-s boning jrnheinhtien Folder to eta so may impair the perfnmonoreoftaivdovloa. Ole murerin ,mpaansdak he niloinixg ffeei- the p101no2/nnsystem ad dam in proper operating med/then The lnsthiling contractor or Spindler raadodiorrsdarnddbewdastrrdoithanyqnmtlors. Technical Data Figure: 772 SIze1W-12 Approbate UL FM, IJIC. '/riS. and LPCB: See Flat Protection Submittal Sheet for enact Listing /dppronal information. Housing- Ductile iron confronting no 92136 A-536, Grade 65-45-12 Protective Coatings. Nor-lead orange paint Fire brigade end (opt/and) non-lead paint -Flat dipped galvanized conforming S OSTM 5-153 801111knts. Track dead Rolls - conforming to OSTM 5-183, Zinc Plated. (Mix. Tensile 110.065 psi/758.422 ltPa) Metric - conlonnmg to SSIM F568M Gasket (specify oilman ordering) Grade 5 EFDMAuisIet color code systems. Not recommended for ton water systaxec Tri-seal)GradeTEP0M).gremcctormde for use in dry pipe or freezer systems. - Prelobricated (Grade 8 EPOMO) (See Data Skeet TFP1e95 for aId In Selecting peeper gasket) Ordering Procedure When placing an order, indicate the tat product name. Pleasespecifythequaetlty,figumnumber. type of gastrol. Grade W EPOMPre prelubdratnd (Grade EPOMA) or Grade E EPOM Tn-Seal, and size. and other products are paa38in 0noughont the LJS..Cooala.aoelirrlmoalioeafy,ttnruigilanetwarh indisslbutiameetms. You may write dlredlyertrll 215-362-0700 for the distributor neatest you. Care and Maintenance The owner IS responsible lx: the inspection. testing, and maintenance of their fire protection system and devices in accordance with the applicoblesthrelardsoltheNalix:althreFrotoction Association (e.g.. hIPPO 25). In addition to too standards at any authority honing jurisdiction. metiostafllngcontnactororprnductrnanufaclurer should be contacted rotative to any questions. tnyimyairmenl must be Immediately cunrnctnd. It is recommended that automatic sprirddnr systems be inspected, tested, and maintained by a qualified tnspnctinnSonvice. Limited Warranty Frolixus Otolu06lnel by Imp Ore Product an wnrortolstiig'teOegetBeyvrtnrbo(10)yesos (nrarinppoertyi88keat01rriartrtinotuoderrnmrrrd erantonw1tlenooantywlIergiretor(10(yons from dole of Stiparrere by Tyax Fin Prockocts. No warranty IS giver for products or meoponents mnftAndbjcwpuwsrdeiaWWomeshp aithlyanFhnFroiedseatrprolucinandcwgmmlts nrmtdnl or repaired in accordance with applicable Sta'elards if the Notiteel tIre Protection Association WA. antigr0w standards rd any other to0rer basing 5aho1dain lotatniols tonal by Typo In Fndrois to be detalieo shal he 011ev mpahml or ngdo86at1ywFnoFodeoptinc TyanFoe toma.emfortago8evcb0m1l1onunedth ew safe ntperabidsor polls olpedcids. Tyco Fire PreatraZifofl not hermtasoddnbwspeitidorsystnn design nrosor inaccurate orincomplete irfonrothor 5orpke5y8og650rth4ro'srgaesoltatfaes. IN NO 01801 SHALL 10 P88 R88X0102 80 LIABLE nd0201RoCl. TOW .SIRETUA36JIYOR LN0ERW`GftERl.EGfiLTHMjMflX6dThl, R63J.6R108t50hLRdfl8210bA0J0G1P 0000If0L869rW08.fl88Pl00R80PHAtt01tS wtSp99gr2if80Jrty€8oJlY002831 WMGES, 700 IN NO 65851 9400J. 1'5ThI ARE Ffl01lTL86UWt7JMR3J0t621lOL 108651192 PROS. Page 1 012 July 2004 TFPIBSO Page 2ef 2 TFP1950 Figure 772 Grooved Coupling Boft 0A Manirnunr evailabre gap between pipe ends. Mieiruoe gap = 0. Merdnrser pressure and end toad are total Irene do loads based are standard weight stone pipe. Pressure mangy and end leads may tnae err other pipe rrraleedlu and/newall thicinrnss. Centaur Tyco Flee Products for derails. See FIre Protection bqulpreoel Submittal Srreee for Listing and Approval pressure rut/ups. Gold color coded metric boll sizes are available upon rnquest. 5 Man End Gap in In, mrs grooved slanrdardweighn pipe. navies for rug greened ripe wIll be Yr that of mat groused. Figure 772 Rigid Couplings have an drrh.Prntation Feature ul 95ppin9 teeth* along the coupling keys in sires l'/. - 4', eolmiclr make Ore FIgure 772 perfectly suited for 0,rn ever installations allele the IdleOroed of rotation is greatnsr. lIds feature may, elite/nato the need 01 anIta hungers to uspyne the one over due no increased /gldny and grlpoloro tome sautng Oren and corel. General Notes: n in the Designer's responsibility In soled predema Oodluble for era intended service and no ensure that pressure rulings and perrnnrrunce data is not eneeeded. Always rend and understand Ore instauuline 9000 leslomutlorru IlK-WOOl. Never remove any pipIng conrpoeerb or oomrom or rnndny any piping dnrislnrrdes edltmeut rout depremarizing and draie'nrg the sysnnsrr. Material and her selection 5150usd be unrifled In be compatible for the specific application. Certified Company 1'YCO FIRE PRODUCTS. 451 Nnettr Ceenmnn Avenue. Lansdale. Pennsylvania 00946 Printed U.S.A. Pipe Max?t Man,t Matt Notional Dimensions n 21 31 7.5 3.4 c End Gap Pressure End Load . Net WI 0.0. A B C Sire Inches Inches psi Lbs. trsctnes I hes Inches Size mm mm loPa N mm mm mm Kg. 1.660 0.06 300 649 2.75 4.38 1.81 'leuZ'/r 1.0 42.4 0.5 2,068 2.887 69.9 101.3 46.0 MOO a' 57 0.5 1.900 0.08 500 1,417 3.00 4.62 1.01 62n2'/.' 1.0 40.3 2.0 3.447 6,303 76.2 107.3 46.0 MOO me 57 0.5 2.375 0.13 500 2,214 3.41 5.12 1.08 3bn2W 1,5 60.3 3.3 3,447 9.848 85.5 130.0 47.8 MOOre 57 0.7 2'S' 2.875 0.13 500 3,244 3.91 5.63 1.00 he' n214' 2.5 73.0 3.3 3.447 04.430 99.3 143.0 47,8 MoOre 57 0.1 3.000 0.13 300 2,120 4.19 5.72 2.00 M10057 2.6 76.1 3.3 2,068 9.430 00.6.4 1453 50.8 1.2 3.500 0.13 500 4.808 4.03 6.25 1.08 WX2Ya 2.6 08.9 3.3 3,447 20.387 007.6 158.8 47.8 MID in 57 1.2 4.500 0.19 000 7,948 5.81 7- So 1.y7 Wx2'/. 3.5 104.3 4.8 3,447 35,353 147.6 190,5 50.0 MOO a'S? 1.5 139.7.,.,, 5.500 0.19 300 7,127 7.02 9.72 2.06 M16w83 039.7 4.8 2.058 31.701 1783 248.9 52.3 3.4 5.563 0.19 300 7,208 7.09 9.71 2.04 Wn3V. 7.5 041.3 4.8 2,068 32,417 180.0 245.6 50.8 M16 83 3.4 165 1., 6.500 0.19 300 9.950 8.09 10.53 2.13 bl'" 83 7.6 - 165.1 4.8 2,068 44,258 205.5 267.5 44.1 , 0 6 6.625 0.19 400 13,782 8.09 10.53 2.13 %n3'/ 7.6 158.3 4.8 2,758 61,302 205.5 267.5 54.0 M16a'83 3.4 8 8635 0.19 450 26278 10.56 13.56 2.62 5204W 18.0 219.1 4.8 3,103 016,88.5 26.62 344.4 66.5 M2Ox 121 8.2 o. 10.750 0.13 250 22,679 12.84 16.41 2.62 1x6½' 24.6 273.0 3.3 1,724 100.876 3261 416.8 66.5 M24x 165 11.2 12 12.750 0.13 250 31,903 15.41 18.04. 2.62 1n6½' 42.0 323.9 3.3 0.724 041.905 390.4 478.5 66.5 M24 me 165 19.1 tLICQ/Fire & Building Technical Services: TeL (800) 381-9312f Fax: (000) 791-0500 E4~ Grinnell Grooved Fire Protection Products Grooved Fittings General Material: Limited Cast Agures, 201. 21 0, 219, 250. 260. 501. 510, Description 519.51059. 5015. 5105 and 519S- Warranty See Fee Protection Ductile iron cunlorrning to ASTMA-536,Pmducts manufactured by T pt are srewiani stwer to Grade 65-45-12 wartaotml solely to the onitbl Buyer Inc Ire (10) Pressure Aa9ngand Fabricated SteeL Figures 391, 392. 393, 312, 30r35 is nraterbiarrdwortionorrolrip Us/ng/Appreeat 313, 321. 327, 341 and 350 Carbon ', wheepaidtoravdpmprarota/ledandrnwiolaieed hrloneation (Sans 11.' -6' are Schedule 40); under rand rae and serves. lIsle warranty wilt (Sons 8'- 12* am Schedule 30), aigimten (1O)yvarshnn,daleotslnpo,milhylyco ceetnenring to ASTM 6-53 Grade B reprtrlreAL fkrwarrareyrigwonterprodrotsor The gmovedfltlingspovideaneovnomical Protective Coatings: components nmarrutactored by companies not aodelficiontmethodofcharrgingdirection. - Non-lead orange POnd affAstolbyownerslripwittrTyorArnProductsorler adding an outlet redurdng, or capping Are brigade red (optional)non-lead paint pndandnemnswhntdnra biect grooved piping systems. Grooved fittings - Hot dipped ga,'earrieed ConturmingtodSTM tame mpersuitaton,corrostiaroewlrutr urn available in durable ductile iron or A-153 have not been installed, nralntaioerL rrrndifed or fabricated steel as indicated, arpairaiaxrdaneawulrapptrabletsaralartisof Note: Frtiore 5105 and BiBS fittIngs are Ordering Protminen Assosiatien )NR'A), special short rod/ia tiuiutgs with smaller cooler to end dimenolone than standard Procedure ,keinddunu. ManerialstnuezlbyTycoteePindtete unmoved fittings. Depending an the size and When placing an order, indicate the fun product tnbe defective stoJtbe either repaired orrep,at coupling noed,theremaybeitdeelerenceoal narne.Please specitytheqoantity,tgureeomber. lyrafePrvrlrjcts'seiecphnv, lynAmPradrans the bell padsthat require reposi600lngotthe walttticloress,and size, neither resumes, nor authorizes arty person to coupling orlentatlotl. The true iii flange Grinnell Groaned Piping Producls, valves, resorrreterital'9'otheeobllgatiorrioconnectionwith adaptors is not recommended with FIgures accessories and other products are available the sale olpmducts or parts of products. Tyco Are BiBS and 5193 fittings. Contact Tyco fire thmnghostoreuS., aedintemationaily. Pdrtosbatrercspotarsprinhersyctem Products for details, through a network at distribution centers. You igemmworiruccurateorincomplslein1ernndn WAhrnars may write directly or cat 215-362-0700 for the suppLed by Buyer or Biqe?s repmseola0u The AIrings described herein must be installed distributor nearest you. IN 193 EVENT SHALL TYCO ARE PRODUCTS BE ar.jmaietaincomjiliorrcernlhtblsdxuaonrrt LIABLE, IN CONTRACT, 1001, STRICT LIABILITY as ire/las with the appliheble slarreiorrls of the Care and OR UNDER ANY OTHER LEGAL THEORY, FOR INCIDENTAL INDIRECT, SPECIAL DR Narronai Are ProtectionAsgociolio,t ifladddlufl Maintenance to the standards otarry000erautherrlies baring jurisdicliorc Failure to do an may impale the The owner is responsible for lIre inspection. UMI1EOTO LABOR CHANGES. REGORDLESSOF prefonnance of this device, testing, arid maintenance of theirfire protection WIIETHAB1YCORREPROOUC)SWASOFDRMW The owner is responsible for maietairrinq their system and devices in accordance with the ABOUT THE POSSIBILITY OF SUCH DaMAGES, fee protection nystorn and devices in proper applsabtastandrdsettheNaninrblArnpmloclion ANIE/ONTSIAAU1YCOARSPROOUCI2' epwndirg condition Theinslailingcontraclervr Association (e.g., WFPA 25), in addition to the LIABILITY EXCEED AN AMOUNT EQUAL. it) THE sprinldernoaeuiacwrerslroalabecern'ac!edwith standards 01 any authority having jurisdctiorr. SALES PRICE arg' questions. The brsla/lngcentractororprnductnranofacturer 7R09K0WM0BAHTY08M4L't01961OF should be contacted relative to any qaestons, AWMOALL OOI80IIWNIIREERW60S 180 Technical Aeyimrrainnent must he immediately conectori, IMPLIW, INCLUDING WARR,4NflES OF It is recommended that automatic sprinkler MARCIOANTMIUTT AND fOMENT FOR A Data systeosbeirord,land,aial maintained by P49393PJo9PtNO' Approvals: a qoatrled Inspection Service. UL EM. ULC, VdS, and LPCB; Note: See Are Prntec6nn Submittal Sheet Inc exact Listing /Approval information. Pogm I of 6 September 2004 TFP1810 Page 2nt6 1'FP181 Figures 201,210, 219, and 260 Products i, c Figure 201 Figure 2111 e 21 133 O_ 9 IZ" 1314 u e -o.ecr'w.vnr.,a eke, w,,evt,e Rot Oo0SrnPTedivS, ke.os,o,.00mcov,,so.w.wnn.ococoeeti,c.,oeaoeth'e 0th0 S,00, sea, E0300ro tier t' 2' 05,05 b.wae _ru ears., eacea, ,s.vu coE0s*w.ose0005 s.o.ereu.sess,ra Fnictinn Aesisearree' (Eopressod as E ivalent Straight Pipe) I El/row I 'tee Size 42' I0rrruht Ron IncIses Feet Feel I Feet Feet oem Morris Mere's Mole's I Meters TW 'T0 '511" "TO' 424 0.6 0.3 1.5 I 8.6 tit "o'o "to- tow 48.3 0.7 0.4 1.8 I 8.7 s or' "to- "63' 1 -32- 60.3 1.0 0.5 25 I I.e 52A "5'" 'to- "93' 33' 23.0 1.2 0.0 3.0 • 1.2 761 4.1 51 10oI"ti 12 0.6 3.1 88.9 1.5 0.7 3.7 1.5 o- to 'To- 20 1.0 5.0 20 93 33' 163 '63' 114.3 2.0 1.8 5.0 20 2. 1.2 0.0 24 8. 1397 8.0 "Ti" 593 030" Z4 0.3 6,1 2.4 '6 -Z.-5 '63' 141.3 25 1.3 6,3 25 'To- 2530 "93" 1.4 72 29 11 'tO" 'ST 1 216.3- 12 323 .4 is 63 '63' '63' 253' '53' Z9 1.4 7.2 Z9 0 'TO" 'to- 163' '53' 108.3 3.0 1.5 7.6 3.0 '1ST 'tO' 527 TOT 40 20 10.0 4.0 1ST 'to- lOT 219.1 4.0 2.0 10,0 4.0 10 163' '6T 213' lOT 273.0 5.0 25 12.6 5.0 1ST 'tO' 'OtT Ito' AL AL L AL F/gum 201 o 210 flqure 219 F/gee 2602 45 6/how Elbow Too End Cap Inches LOs, Lbs. trwtres Lb., Irreiws Lbs. Soe J, rent jç5,, erie Ka 111.1 175' 0,9 E325 1.0 273 1. 0,08 0.4 44,5 0.4 155 69.90.6 224 02:'170iTY 160''13' :44.5 8.5 0.569.90.8 224 0.6 0.3 '2t11 'TO163'-0115'2' 0.9 50.8 0.8 0,982602 224 04 57.2 16312 1.0 95.3 "23" 1.4 175' 90.3 "33" 26 3006" 23.4 020" 0.4 '2 572 1.8 1.4 3073' 95.3 33 2.6 23,9 0.5 i-cue-') Once1 Fig.. 260 260 8.5 F/go 63.5 1.6 03" 2.0 163' 108,0 3.2 3085' 224 "IT' 0.5 203' 73.5 33 2.5 r127.0 d3 29 1173' 120.7 113' 5.2 - - - 0 16 - 'too' "to" 762 24 3.9 127,0 5.425.402 303'33'826 3.5 5112244.8 IaS r 5.0 339 '7T'3'1ST161 4,7 826 3.5 5.1 139.7 6.5 ZI 0' '63' 163' 168' iST Too' 82.6 3.9 139.7 6.1 t39,7 7.7 25.4 23 88.9 23 .4 - 5.4 03' 1524 1'93' 6.6 '63' t52.4 "1ST 6.3 - ins Crete 3058' 859 "ItO' 5.4 93' 165.1 163' 0.4 1136' 165.1 503' 11.8 lOB' 25.4 "53" 3.4 '233' 88.9 q 178 163' 5.4 6.50 165.1 '527 8.4 '636' 165.0 O3'o- 11.8 13' 25.4 '73 3.4 439 23,0 576' - 36.5 7,75 45,0 - 1080 10.4 106.9 06 .6 196.9 204 - 3053' - 23.0 'tsr 163' 73' 163' 13' 108.0 10.4 196.9 tEA 156.9 20.4 382 5.8 15 1175' 310 '106' '603' 3006' 527 3050' 16O' r20.7 14,1 228.6 27.2 228.6 32.7 31.8 9.1 AL 254,0 _ 1 204 0 AL 31.8 AL Page 3oI6 7001810 Figures 501,510,519 and 51 ODE Fa . ~C.E C E Figure 501 Figure 510 Figure 519 Frgoro 01000 rW Figures 5015,5105 and 5195 Tr Figure 5015 FIgure 5105' Figure 5195' Flgsrre501S Flgure51OS Figuroslss 45' Elbow 917 Elbow Too Nominal Appe W CreE A57W. WE on size Lbs. Inches Lbs. Inches Lbs. mm rlsll 1(5 18 275 1.5 2.75 f7 i 58 69.9 0.7 69.9 0.0 225 50 ISo 3. 1.0 76.2 1.0 762 1.4 1.6 2.25 22 ISo' 3.00 98 3.9 7.0 76.2 1.0 762 7.4 I50 IS 1.6 85.9 1.3 55.9 1.9 -- lSS 4. Y 2.4 107.6 26 701.6 3.5 7.7 ISo' w 450 '73o' 4. 35 124.0 2.9 124.0 5.4 - ISo' W 826 29 124.0 3.9 124.0 5.4 82 3.50 iST £50 1159 2.50 1ST 88.9 5.4 139.7 5.0 139.7 6.8 SS -3.50 ST ISo' s 1S2 85.9 9.4 139.7 5.1 139.7 6.9 -450 ISS 1S5. 31.2 24 6 10,9.0 70.4 174.8 10.6 174.0 74.2 10 110 5590 ..o..5 fld .O&.ta, tC M&*NES*.rjArncbo.m.ei.,60000oor.uat.t16e.Th.o.S .tpw, .cncorw.MS.O FIU...,1105 erO Ills ecun. C.rsd 1l. 16. Podfl 10 00.0. k~-- Mqn&SOI F,9s1e510 Flgcoo519 FOorebloDE 45'ow 90' ElbOW Tee 90' 0roirr Elbow -fl I ow - ST I 0' N0050ol lrrclres Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches lbs. mm KS. mm K. mm K. mm mm tom 1/0 44.5 0.4 69.9 0.5 69.9 0.6 1.1 12 2.75 IS - 11. 44.5 0.5 69.9 0.5 69.9 0.8 - - sc - - 0' 50.8 0.8 826 0.9 82.6 12 -: s io s 275 Ir 572 1.0 95.3 1.4 95.3 26 95.3 50.8 69.9 1.2 I 'S IS 2.75 6.25 7.6 708.0 20 708.0 32 108.0 59.4 69.9 1.7 - o' So ISo' Th 752 24 1270 3.9 727.0 5.4 127.0 734 69.9 32 - IS 83 550 1ST ISo' Th T 2.75 0' 826 29 739.7 6.1 139.7 77 139.7 85.9 69.9 5.9 185 ISo' - 130' 2.75 1W 0' 85.9 5.4 155.7 84 155.0 71.8 165. 'T1 99.5 69.9 5.1 1S5 108.0 10.4 795.9 16.5 198.9 20.4 106.9 J 725.7 69.9 10.9 Fnclwn Resisowce 0005.51056 519S (Expressed as Equivalent Stwigt Pipe) SIze 90' 45' Biench Roe Inches 000i Feel 1ST Feel MM UBS,r- 0lb199c M010,s MeterS S ST 8.0 'ST 60.3 1.0 0.5 2.5 1.0 -Sr - 'ST 73.0 1.2 0.6 3.0 12 4.1 11 10.3 ti 1.2 0.5 3.1 7.2 80.9 7.5 0.7 3.7 7.5 c 'ST1STST 20 7.0 0 ZO8.0 4.1 20.0 8.0Z4 1.3 El 24 IS 1ST r139.7- 25 0.3 6.3 2.5 IS lS1ST39 1.4 72 29 3.01.5 75 3.01S 1ST 40 2.0 10.0 4.0 Page 4oI6 1691810 Figures 250 and 350 Figoie 258 Cool Fubricolod Sizes 3' 106' Figure 350 Fob95etod Sizes 8"1. 12 eowscoorwseo.othw.,r000rl mccoy .clo Owoc onocco. - - umc.owocnwenccoetrw50005rrQmcwo enoenc.O. 7778 ADA CAP® Patented Flaunts 250 and 350 Concentric Reducer -Gyooso e (iroose - Nominal E 10€ App o. WI Noryricol E 10 E Appc. WL Nom5lnI E 106 A9po. WI. Size Inches Lbs. Size Inches Lbs. SIze Inches Lbs. blobs eon Inches mm 151 In/m mm KS 2.50 2.0 '139.7- 3.50 4.2 '6 4.00 5.8 '2c1/. 85.5 0.5 139.7...n3 88.9 1.8 Gob 701.6 2.6 2.50 2.3 • 3.50 4.4 boo 12.2 'Sc 1½ 63.5 0.8 139.7..,04 88.9 802 0278 . 5 , 2.50 1.2 330 4.5 • 5.00 12.1 2.402 83.5 0.5 221/, 88.9 21 802,4 727.0 5.5 2.50 1.5 3.50 4.6 5.00 1231 76.1...oI,4 63.5 0.7 88.9 2.0 803 127.0 5.5 1.6 3.50 45 5.00 11.9 '76.1....oz 63.5 0.8 502.4 88.9 20 804 1270 54 2.50 1.3 3.50 4.4 5.50 11.3 3011, 63.5 0.6 88.9 20 805 127.0 5. 2.50 1.3 'S 3.50 4.5 5.50 10.8 301/u 63.5 0.6 504 88.9 806 7270 4.9 2.50 1.3 '165.1. 4.00 5.5 6.50 21.9 Figure 350 302 63.5 0.6 165.I.n03 102.6 25 1004 7524 70.0 '3 3.00 1.5 4.00 6.0 6.50 21.6 302/, 762 I65.1.,n04 701.6 27 1005 752.4 9.8 ISo 2.0 4.00 5.5 21.1 762 0.9 165%.ec0,.7. 000.6 2.5 10c6 -SloE---.1 3.00 2.2 . 4.00 6.0 6.00 18.5 4c1/. 76.2 7.0 602 181.6 2.7 1008 9 3.00 2.3 4.00 6.0 7.00 20.0 401/c 76.2 7.0 602/, 101.6 2.7 12c4 777.8 72.7 5 zo 6.00 152-4 9.6 '4 3.00 2.3 '6 4.00 631 • 7.00 30.0 02 76.3 7.0 6076.1,., 101.6 .206 177.0 73.5 3.00 2.3 4.00 61) 7.50 28.0 402,4 782 1.0 603 001.6 27 1208 177.8 137 1 '4x76.1. 3.00 3.2 4.00 5.9 7.00 33.0 782 7.5 '604 102.6 120 1 0 3.00 26 -6 4.00 6.3 75.2 7.2 60 139.7• 701.6 39 P 0 Nominal Di--i- 0,0. T.keo Cent to End - Not Inches Inches Inches Inches Inches In size 001101 C o WI. es 1.25 1.75 1.59 0.77 31.8 44.5 48.0 0.3 c V. 1.950 1.25 2.75 1.89 0.77 1. h 15 45.3 31.8 44.5 45.0 0.3 34.8 50.8 51.3 0.4 1.37 2.00 2.02 0.88 31.8 44.5 48.0 0.4 1.25 1.75 1.89 0.92 2 60.3 37.8 44.5 48.0 0.4 2.375 7.25 1.75 1.09 2.92 348 50.8 51.3 0.5 1.37 230 2.02 1.06 373 50.0 45.0 0.6 1.47 1.97 1.89 1.28 2/u ' 730 37.3 50,0 48.0 0.8 o 2.875 1.47 2.97 1.89 1.28 1.37 2.00 2.52 1.50 34.8 50.6 57.3 0.7 Pege5016 TFP18IO Figures 391, 392, 393, 312 and 313 Ill IIDI Rgum 391 UI flIIII Flgore 392 93 312 - cv gure 313 F.gosos Fig392 and391. 312 Figo.o 313 393 Adapter Nipples 22'..eo Elb- 1 Noridnal E teE AppIl. W. Lbs. c toe SOPS. WI. C toE Inches Appo. WI. Lbs. size Inches MM Ka.-- Inches -95- Lbs. -95 • 1 4.00 -- 0.8 1.75 -- 0.4 1.38 -- 0.4 701.6 04 44.5 0.2 35.1 02 - I.. I 4.00 0.9 1.75 0.5 1.38 0.5 (07.6 0.4 44.5 (12 35.1 0.2 4.00 12 1.88 0.6 1.38 05 101.6 0.5 47.8 0.3 35.1 0.3 2½ • 4.00 1.9 2.00 0.7 1.50 1.1 101.6 0.9 50.8 0.3 38.1 0.5 31 4.00 2.5 2.25 1.4 1.50 1.2 101.6 1.7 57.2 0.6 36.1 0.5 • 620 5.5 2.63 2.4 1.75 2.2 152. 2.5 66.8 1.7 44.5 7.0 51 620 7.4 288 4.1 2.00 3.3 152.4 3.4 23.2 1.9 50.8 7,5 61 6.00 9.5 3.13 5.6 2.00 4.6 152.4 4.3 79.5 2.5 50.8 2.1 r 6,00 14.2 3.88 11.1 2.00 8.7 152.4 6.4 98.6 5.0 50.8 3.9 8.00 27.0 4.38 14.0 2.13 9.1 2032 12.2 112 64 54.1 4.1 I2 8.00 33.0 4.08 22.0 2.25 16.7 2032 (5.0 724.0 70.0 572 7.6 Figures 327 and 341 FIgaro 327 II R5o,e 341 Page 6o16 TFP18I0 Figure 321 Mg- 321 6e00,aI Notes. Its Ore Designers .ecpnnsib4ly to select products suitable or floe intended Sero,ce and a encore ISO th000.ecsste.otingsnodpertornstscedolaionoteoonedod. Always read and sndo,sdtheiostelfoiioncsctrnctions 9001 (81-1000). None, ..0,005e any piping component Or 60,1001 em etodlty rely PIPIO9 detiniensieS without first dnptossn.laing end dstiong the system. Mate,ie1and 9051.07 selection siseold be ce,iIed to be nn.0005bto for too specific application- Certified Company TYCO TYCO FIRE PRODUCTS. 451 North Cannon Avenue. Larmdale. Pennsylvania 19946 Printed U.S-A. CIOE appo.WL CInEAppn.WI.Inches Lbs. Sloe Inches . eon IncItes Lb s qO9 82-6 eon S60604 325 165.1 121 V21h 2.7 2750Z6 6.50 72 (65.1 72.2 3-75 42 362 'S 80802 59 5 16.4 8.8.3 7.75 365 2'402(4 02 3-75 43 80804 O 0 4.25 5.3 ° ° 7.75 385 708.0 2.4 196.9 16.7 O 0 5.2 8 080 108.0 2.5 196.9 (6.8 0 0 4.25 5.8 10 x 10 ° 9.00 57.1 708.0 Z6 228.6 25.9 O 0 9.8 10 10 0 03 9.00 57.4 127.0 4.4 228.6 26.0 0 0 4 , 5.00 9.0 10 10 4 0 0 9.00 57.6 727.0 4.5 220.6 26.1 O 0 5.00 10.1 I 1 ° ° 9.00 57.8 127.0 4.6 228.6 26.2 O 02 525 10.3 to to 6 ° e 980 58,0 127.0 4.7 2.28.6 28.3 040 5.00 10.5 9.00 58.4 127.0 4.0 226.8 28.5 50582 5.50 14.5 1201203 10.00 60.2 139.7 6.6 254.0 36.4 5nSc2S6 950 14.0 1201204 10.00 80.5 739.7 6.7 -________ 254.0 36.5 55583 5.50 152 1201205 10.00 80.7 739.7 6.8 254.0 36.6 5e504 5.50 15.0 1201206 '1 s 139.7 7.2 254.0 36.7 60602 6.50 265 1201258 10.00 97.4 165.1 (1.9 254.0 41.5 60602'S 5,50 285 12n12510 10.00 812 165.1 12.0 254.0 41.6 60603 6.50 26.5 765.1 72.0 rage i or i - Avaco® Firerser Grooved Butterfly Valve JL !M Approved Fig Nlo,:DG Specifications FM Working Pressure: 175 P$I(12.5 Bars) c®u <E~> s Max. Test Pressure: 350 P51(25,0 Bars) LISTED APPROVED Max. Workirij Temp.: 250F (120CC) Factory Installed UL Listed Double Tamper Switches Valve Approved For Indoor and Outdoor Use Grooved End to Suit ANSIIAWWA and BS Pipe Size Primary Materials: U. Dimensions (InImm): MINOMENUM 2.5/65 4.1/105 3.3/85 3.7/84.6 2.9173.0 5.3/135 1 4.91125 3780 4,4/112 3.6/92 3.8196,4 3.5/83.9 5,6/142 I 4.9/125 00 5.7/145 4.34/108 4.5/115.4 4.6/116.2 5.3/135 421125 6/150 7.1/180 J 5.71145 5.3/133.4 6.6/168.3 7.6/193 I 8.9/225 0.28f(.1 87200 8.01204 1 6.7/170 6.7/170 8.6/219.1 7.6/193 —j-8.9)225 0.9/24 )0q1 i IC rJ '''I CIi I1)tIf I r.IC.t I.Oj)'c;(jII i,v(iICQ :(:I,,(s hffn//f\,1rn,91ve. rn/d/fi1e./nrnduftQfPTRP.PTSP1? /')fll flSfl'/')7 ddO,1ftY7i1 11 /' /')fll S Body ASTM A-5313 Nylon.11 Coaled Disc ASTM B.536 EPDM Enc.cpsulate Upper&Lower Stems AISI 420-SS Worn Gear Shaft AISI 410.SS Housing ASTM A.636 Hand Wheel ASTM A.536 Flag indicator ASTM A-536 Shear Pin ASTM A-510 Segment Gear ASTM D.148 Housing Gasket EPDM Grades Fig. 200 - "Trimline" Adjustable Band Hanger rM> 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 installed around pipe. (21/t" thru 8" Spring tension on nut holds it securely in hanger before installation. Adjusting nut is easily removed. Approvals - Underwriters Laboratories listed (1/2" thru 8") in the USA (UL) arid Canada (cUL) for steel and CPVC plastic pipe and Factory Mutual Engineering Approved (3/4" thru 8"), Conforms to Federal Specifications WW-H-1 71 E, Type 10 and Manufacturers Standardization Society SP-69, Type 10. Maximum Temperature - 650°F Finish - Mil. Galvanized. For Stainless Steel materi- als, order TOLCOTM Fig. 200WON, Order By - Figure number and pipe size • B A A Dimensions 'Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs. Length 1/2 3/8 8mm or 10mm T/s 2I8 400 11 3/4 3/8 8rnrn or 10mm 31I 21/2 400 11 1 3/8 8mm or 10mm 3 /8 2/8 400 12 1I4 3/8 8mm or 10mm 32/4 2/ 400 13 11/ 3/8 8mm or 10mm 3 7/6 2I 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/ 3/8 10mm 5/e 4'/ 600 27 3 3/8 10mm 51/8 4 600 29 3'/2 3/8 10mm 7/ 5'A 600 34 4 3/8 10mm 72/a 5 1000 35 5 1/2 12mm 9 /8 61/4 1250 86 6 1/2 12mm 101/0 04 1250 73 8 1/2 12mm 131/ 8/., 1250 136 Main office/Manufacturing Facility • 13/L, :iii11crI1 Ae • Comm. 1:/v 329/9 • 10 1(13/3i 1,1,93 • [n., 909 731 0330 1.113 Customer Service • wwwtoico.cofll 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 'LI Fig. 99 ?Th - Al Thread Rod Cut to Length 3/8" thru 7/8" rod in 1" n_77 ff 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, rod length and finish Dimensions 'Weights Rod Max, Rec, Load Lbs. Size For Service Temps 650°F 750°F 3/8 610 540 112 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 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 1010 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1/4 8000 7140 360 11/ 11630 10370 510 Main Office/Manufacturing Facility li/s '3iipern fvn • (iin, CA 92./9'1'h 009 /3/ ,c)3 • 000 /3/ 0330 ' Customer Service • 900 /90 20& wwwtolco,corn ® TDLCD C® US LISTED Pipe 1TTTTliTl1IJiJi'): TI ii Design _______________ 21/2' (65) 1p'b21.2"X1 138.6 (62.8) 10b1 1'/2X11/4 160.4 172.7) UL 3" (80) iO013(1 147,2 (66.7) i1OO1,!3X'.1h/4 168,7 (76,5) UL 4 (100) Q014W1 1609 (730) 10Q4.1lI4 1824 (827) UL 6 (150) PDX,1 1900 (862) 10Q1644I1/4 211.4 (959) UL 8" (200) 217,4 (98.6) 238,8 (108.3) UL 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 ? is the installation angle measured from the vertical, Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 21," (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 IFS. 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. UL Listed Design Load Sch. 7 - 1600 lbs. (7.11kN) Sch. 10 & 40w/1" (25n1rn) Brace Pipe 2015 lbs. (8.96RN) Sch. 10 & 40 w/11/4" (32mm) Brace Pipe 2765 lbs. (12.30kN) 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. 980 Fig. 4L Fig. 980 - Universal Swivel Sway Brace Attachment - /8" 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-Line/TOLCO "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 ® TDLCD cus LISTED * 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. PP_ 00 COOPER B-Line Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4' (1o0mm)thrU 8' (200mm) pipe. For sizes smaller than 4" (1 00mm) use B3140. Material: Steel ® TLD c®us LISTED 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. uts Included Fig, 4A - 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 May pwoln : H SIDE VIEW > Op/non1 Wood ...- 90Ot Shown Fig, 652 1. 1525 Component of State of Fig. 825 - Bar Joist Sway Brace Attachment California OSHPD Approved Seismic Restraints System I@ US LISTEO 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 product's 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. Unique 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. Shovn will, Important Structural Note 9W 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, Electra-Galvanized and HDG Order By - Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 * The loads listed are axial loads on the brace. The horizontal toad capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. Fig 020 3/8" Maximum Design Load 2015 Lbs. Weight/100 237.5 Lbs. UL Listed as Hanger Attachment 6' Pipe Max. FM Approved Design Loads* 2900 - Across Beam 1350 - Along Beam (lot joist sitOwn oII/cl,00 1010,1000 fool1,10/0,/al, V \ Max. .... .. .. 10 - . ---- Fig 0/0 May pilot V a ny di '0 ,li Co TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed seismic bracing assembly. DISCLAIMER - N 1800 does NQI 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 P4QI 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 • 1375 SAMPSON AVE. • CORONA, CA 92879 • PH: 951.737.5599 FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com J P.O. Box 3365 South 0 Monte, CA 91733 626.444.0541 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 1/2" rod. MATERIAL- Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - CWUe 203-EX 2551 Approval guide -Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thiciwess of less than 3/4'. INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8=60 inch lbs. or 1/2= 125 inch lbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn- FEATURES Listings allow installation with set screw up or down - see drawings. Maintains CONSTANT RANGER 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 - ct,om 203-EX 2551 PATENT - No. 5,897,088 FUNCTION - To enhance hanger attachment in areas subject to Earthquakes. INSTALLATION - Install right to structure and component pasts Minimum retain on strap: I- L-dimension is measured from banger rod center to the strap end. FEATURES * Fast installation for new construction or retrofit. Requires no hanger disassembly to install. IMPORTANT NOTE: "No Nut Is Required" When installed tight to structure and component parts. (See drawings provided) ORDERING - Part # and L-dimension. 1/08 1T 1/08 APPROVED LISTED 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 GST 20 SS 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 2OSS 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 DSTR1 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 I 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 311 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 pound SSS26 FRONT V1 INSTALLATION FROM BRANCH GAUGE EBB t--, I STE LET a TO DRAIN OR PWE 10 DRAIN RIGHT HAND/STRAIGHT INSTALLATION APPROVALS: UL and ULCListed U FM Approved except 3/ U NYC-GSA NO. 720-87-SM CA. State Fire Marshall 4 st In 521 ORIFICE SIZE AVAILABLE - 3/8 , 17/16. '/2, 1?/32, EIIr). 6rR(3/)* and K.25 Avollablo on lllzto 2 dze units only. flIULPJCIflt,IE - ,MrNrc MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM 80089.355 C.P.BALL axoNsE BODY BRONZE SIGHT GLASS VALVE SEAT LD(AN° IMPREGNATED TEFLON INDIcATOR PLATE STEEL HANDLE LOCK SPRING STEEL MODEL 1000 3/4" ]It 11/4" 11/2" 2" U The AGF Manufacturing Inc. Model 1000 TESTANDRAIN Provides Both The Test Function And The Express Drain Function For A Wet Fire Sprinkler System. The Model 1000 Complies With All Requirements Of NFPA-13, NFPA-13R, And NFPA-13D. The Model 1000 ThSTDPAlN 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. Available In A Full Range Of Sizes From 3/ To 2 NPT & BSPT. With All Specifiable Orifice Sizes /8, 7/i. 17/32",5/8 (ELO), 3/4 (ESFR) and K.25. a The Orifice Size Is Noted On The Indicator Plate And The Valve Is Tapped For A Pressure Gouge. 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 1011 Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. 011, ow New visit us on the Internet ot - SIZE I A B I C 0 I E F C 4 5 1ilA" 1"? 2 '16" u;.sanuu S5dsnn,, I 3 116"3 9123,0,. 'B 8SS899n 113h,?' 23.33,09 I 0.1290 162.32999 1" 5 tne 1'e" 2 ii/' I I2a 511590 .tzasu 3 SI." 5123,99 3 IC" 65.33,09 1 OI? 49/tn9 6 /8" 65.365,0 111109 1h12066i156I3tI5'I6" 3/aT2sla 8h,I5 Ii71 2 6'/i( 113/16!1 6112995 V90 -5123 12 I 63,55105 "3/evolvo EL BANd only. _ ~%I=nufacturinq Inc. US JOB NAME: rI (650) 236.55561FI (510)036.39TE ARCHITECT: £51611: A,lo3,InSnd,nTh.com WSS:099.159115d2311U015 ENGINEER. 92A05 001 6.5.3. CONTRACTOR: (P )POTTER VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITH RETARD UL.ULCandCsFMhiated,FMandLPC8Approved,NYMEA Accepted, CE Marked Service Pressure: Up to 450 PSI (31 BAR) MletmumFlowRaeeforAtarcn: IO GPM (381PM) M.ecmurn Surge: 16 FPS (5,5 m/s) ContactRatings: Two sets of SPOT (Fotnr C) 15.0 Amps at 1251250VAC 2.0 Amps al30VOC Resistive Conduit Entrances: Two knockouts provided for 112" conduit Environmental Specifications: Suitable for indoeror outdoor use with factory Installed gasket and die-cast housing. NEMA4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperatum Range: 40F/120F. 4,5C149C Non-corrosine sleeve factory installed in saddle. Caution: This device is not intended for applications in explosive environments. sizenAvailable: SteetPipesctredutes 10thru40,sizes2thnr 07 ES 1387 pipe 500os Thou 200mm Note: For copperor plastic pipe use Model VSR-CF. Service Use: Ao(omutic Sprinkler NFPA-13 Co. ortwe fomitydwethng NFPA-130 Residential occupancy up to four stories NFPA-13R National Fire Alarm Cede NFPA-72 Optionali Cover Tamper Switch Kit. Stock No. 0050018 INSTALLATION: See Flg2 These devices may he mounted on horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be accessible. The units should not be in- stalled within 07 (itiat,) eta filling which changes the direction 01 the matertlow or within 24" (60 cm) of valve or drain. Drain the system and drill a hole in the pipe using a circular saw in u slow speed doll The 2" (50mm) and 2 112" (55mm) devises require a hole with a diameter of 1 1/4" + 1/fl" - 1/16" (33mm *2mm). All other sizes require a hale with a diameter of 2" ±1W (50mm *2mm). Clean the inside pipe of all growth or other 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 hole: do not bend or crease It. Insert the vane so that the arrow on the saddle points in the direction of the waterilow. Install the saddle strap and tighten outs alternately to an eventual 50 ft-lbs. (68 n-rn) of torque (see Fig. 2). The vane must not rub the inside of the pipe or bind in any way. Specttications subject to change without notice, U.S. Pat No. 3921989 Canadian Pat. No. 1008680 Other Patents Pending Potter Electric. Rd., 1990 GENERAL INFORMATION The Model VSR-F is a vane type waterfiow switch for use on wet sprinkler systems. It is Ut. listed and FM Approved for use on steel pipe: schedules 10 through 40, sizes 2' thru 8" (50mm thni 200mm). - (PC approved sizes are 2" thou 8" (50mm thru 200m). The unit may 8100 be used as a sectional waterfiow detector on large systems. The unit contains two single pole, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- tard. The switches are actuated when a 110w of 10 gallons per minute (38 I.PM) or more occurs downstream of the device. The flow condition must exist for a period of time necessary to overcome the selected retard period. ENCLOSURE: The unit is enclosed in a general purpose, die- cast housing. The cover is herd in prone with two tamper resin- (ant screws which require a special key for removal A hell in- staltable cover tamper switch is available as an option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions of this switch. Potter Electric Signal Company 2001 Craig Ronai St lauic, MO, 63146-4161" Phone: 000.325-3936/000ude 008-882.1033xww.potoruignolcow PRINTED IN USA MKT00000001 . REels puce coy 2 MEG.416400761 .7102 I, tic mbo!ofPmteclioir VSRF VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD FIG. 2 nrrosnc manor 9n500 m usc tensE egaco ncr FOR Onrccoto Pneoo or Tens 00400 00ns50Crir: wcouoccnnsnasrraoysnoroorccorf -a waver or nrraen ,ecess.er m pwycor rust .*acis, * '0' stlrnic C usuui.r tWiiriui. nOrr.-La5 tna n-.n) nr Tumult to r. ( mown20nnc [ins Sac note sizE 2' u ar/f il/C *1/C r Ix C C si/n' luon' in 200nw,) 50*., 02nn,l Cover Tamper (v*ittr cover to place) rn me me i-nt cepono, etman strcncs (ci vast FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: AG. 4 1. The Modal VSR-F han two To remove knockouts: Place switches. one roe be read On screwdriver at edge of knock- operate a central station, pro- printary or remote signaling outs, not in the center. iA :J "Switch Terminal Cennec- (ions" dravern and caution on. onto IF9, Ii. APPUCATIONWARNINGI Doe to the possibility at unintended discharges caused by pressure surges. trapped air, or short retard limes, watertlow switches that are monitoring wet pipe sprinkler systems should not housed as the sole initiating device to discharge AEFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in 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 One. should always be used for test purposes. If there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-F is not recommended or advisable. A minhnum flow 0110 gpm (38 1pm) is required to activate this device. IMPORTANT NOTICE: Please advise the person responsible for testing of the tire protection system that this system must be tested in accordance with the testing instruc(inns. PnuwrEo IN USA MICE. ouOiowl - crew Parsc20r2 MPG. 05400761-7102 opolq FIG.1 SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire mast be severed, thereby providing supervision of the connection in the event that the wim becomes dislodged from under the terminal one mania a eeposirt oertloa oc exTEartan Notes: 1. Minimum d8 ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratoriesas specified in UL Standard 464. UL temperature range is -30" to 150'17 (_340 to 66'C). 2 Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. 01001115 VOLTAGE Monet WA STOCK SO. ,owst ann PR 0)710) 21106 POOTAC 708472 .728 60 70 0800) lIlIES 760420 1704012 .102 84 77 000501 1241CC 7007270 1778412 .022 84 70 0)100) 2000C P60045 7700400 .00* 67 77 0100 20200 P60000 rOmeo 28* 41 76 10880) 24000 7002440 4110044 .065 50 60 67700) 240CC P00210 74 .770 07 70 400) 0401CC 00*240 I4 .178 01 70 1000) 040CC 7042410 0788* .178 04 15 6)70) 720V0C 00*700 7000784 22* 02 10 600) 70041*0 PSO1WO 1840110 228 00 04 7000) 72011CC 70*71070 1010110 45* 09 46 6" BELL SHOWN PBA-AC & PBD-DC (P)POTTER BELLS The Symbol of Protection ULListed Sizes Available: 6"(1 50mm), 6'(200mrn) and 10" (250mm) Voltages Available: 24VAC 12OVAC 12V0C (102 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Seivice Use: FireAlarm GenetalSignaling BurglarAlarrn Environment Indoor oroutdooruse (See Note 1) -40' to 150'F (40' to 66"C) (Outdooruserequiresweatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Mode 88K-i weatherproof backbox These vibrating type bets are designed for use as fire, 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 88K-1 weatherproof backbox for outdoor applications. Weatherproof backbox model 88K-1. Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUlLT4t4 TRANSIENT PROTECTION: Pear Beutho SigvalCorrtoany 2081 Ce*ig Roud. SI. Louis. MO. 63146-4161 - Phono:800-325-3936)Cuoedu 888-882.1833 vlww5000erlign2t.007K PRINTED IS USA ITT. 2282000 -- M1 -Revs PAGE 10F2 OTTO. 05400776.51w ®POTFER BELLS The Symbol of Protection DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOFBACKBOX BOXHASONETMEADED (250) 5 L 0 3 ( 31r 5~ 2 Cq Ile . ,ow-r cone me. 2775.2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS 0080 804888 '000 COIl 01010 (ool) 010000 01800 WOGE 0050011C PO4)87701 10 RISC 0,0. 461.15, I, 600(61 115218 AC, 0(045. 10084181E (404 (0788 wOE SEPCCOIOY 0(0 518(0 0091165 (0) 2(104 LOST 88,1.. 00)01 NIna 6(651765 C_I 2. 010-01-SOlE 10I0 IS RIOT 0(84100(0 840 AC. 0(145. owc. 117763 INSTALLATION The bet shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aft and not less than 6" below the ceiling. Remove the gong. Connect wiring (see Fig. 3). Mount bell mechanism to backbox (bet 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 all 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 having jurisdiction). PRINTED TI 875* 041cr.988SX01-Revs PAGE 20(2 OIFG.uS4nR770 .$)os GENERAL INFORMATION INSTALLATION INSTRUCTIONS umw.O7W/vLT.ccen iu8owiwnnat mp we bit.d414 role we ow sane everciol one -exaned It"oneq 00 d001erv/ 00 we him The ea,nrtwe 9, used ever mere One r,yaeexenuedcees sumle08215.ra. Remove diet and d hole leg. suction..: moved 4111 rerneee particles Me burn driving. ft required SOS setieg tool a the harreTer- drill. Mount the teen end of Oar anchor onto the 50111r9t tool. Ovine the anchor Into the hole ml) the nhnrdderettre anchor en nuns war the base maimed. .......vance .tenet threaded arc '' or bolt full 000111 .1 000 the Mre-lJndercotn- along am - net to exceed ttemaxinam . Ouhtenvng torque at One steel insert element. T_ ......,.. - .,. - - ' . .. .... . .r / .. / ':. a -- . ... -4- ' Installation Information for MInI-Undercut+ Anchor" Neniwe Aend SenSor Athm Pexemteisdthe bdon-tMa svww U.1t, am Metier outside diameter 4, (muameter , 0.625 Internal thread sweeter te d in. (mm) 3/6ND .ut Nee9021 drill bit diameter d. In. revel 5/8 ANSI Minimum no embedment depth iv. lmml 3/4 1191 Ettecove mntordmovt depth tin in. 3/4 Hole depth " iv. lmnrl 3/4 1191 Oneral unction length Therure senirrgl in. (mm) 15/16 (24) Approximate tart impact power frammnr-0613 - J 2.1 102.0 Minimum diameter of hole clearance in Oxove for , 7/16 steel insert element (following neiman ivsraltaioe( Minimum member nriclurens in rnneat-weiyrt ._ 2-1/2 concrete 1mm) 164) Mlimumweerlhlctumnnstvholteeaeaeexncrele ho In. 1-1/2 slabs bee 11500w-Core concrete figure) — (mm) taut OlOcatedge abraxce be in. (min) 2-1/4 (57) Minimum edge distance in. (mm) 2-10 (64) Minimum spacing dleturnte in. (mm) 2-3/4 1101 Maidmum Installation torque L, It.-II). 5 eneernie tensile 55050 area A. in.' 0.044 (undercut archer badyl 1mm6 (20.4) Minimum specived ultimate strength tan pomm') n5,000engor (655) Minimum spndlted sleet strength r psi ylfmnr') 76,000 5241 Urerncked ce,rcnete Z we imtaral)uv area 10 diehafi em 0555-cm, mo dan. nor Ikikae'Core manes, flynn. a,,,, SrI/tn. 50,400 Mean axIal naifronpt Cracked euncrete (1 f/bin. 29,120 Hoar 005 = 25.4 mm.l It-Itt = 1.350 N-em. 1. nat 0oteeu1de pweeewj er/s abe C Inbeuned eonti,rweveltx 00 den/)m cntala xi act 310-14 chapter 104/2318-il demeans a. enapØ4ase. 3. The eeeentdepth. le C meanave fmM the ednlle naMed One envemere eneerbem to ft enobeted end of am moan. a. Mean mOan eaten. auua Of— w/eveemdea9xdepeedeg yt ooe,vnele veengom. Oaxinu ext genmein of apreneauar. GENERAL INFORMATION sEC'noN CONTENTS MINI-IJNDElWUT+m General tnlonnation.......... 2 Internally Threaded Undercut Anchor Reference Data (ASD) ......... . 3 ______________________ th Design (SO) ....................... 4 J;t,I,1Itell,l*i4liibIll Ordering Information ....................... 6 The Mini-lhidercut+ anchor is an internally threaded, self -undercutting anchor designed for performance in cracked and uncracked concrete. Suitable base materials include pest-tendon I concrete 'TsIab, hollow-core precast concrete, normal-weight concrete, sand-lightweight concrete and concrete over steal deck. The Mini-Undercut-ti anchor is instated into a pre-drilled hole with a power tool and a setting tool. The result is an anchor which can provide consistent behavior at shallow embedroents as low as 3/4 at an inch. After installation a steel element is threaded into the anchor body. g44lIt:fnlgniJ!Itht't2-1tI'IU-1$ Tension zones, seismic and • Fue Sprinkler & p4)0 supports MINI-UND€RCUTw wind loading applications • Cable Trays and Strut Suspended Conduit • Suspended lighting THREAD VERSION UNCThread I2tIt;l*ll,1:l3ll50lb' ANCHOR MATERIALS + Ideal for precast hollow-core plank and post-tensioned concrete dabs nc plated carbon steel . Z + Cracked concrete tented alternative to mini drupin anchor ANCHOR SIZE RANGE (TYP) + Redesigned A/vlSi carbide stop St with enlarged shoulder for accurate depth • LX + Anchor design allows for shallow embedment an low as 3/4 of an inch SUflT*BLE BASE MATERIALS C) + Internally threaded anchor for easy adjustment and removability of threaded rod or bat Pod-Tension Concrete + Drill and drive the anchor with one tool for fast anchor installation Precast Hollow-Core Plank + fAPPROVALS fAND ILISTINGS Normal-weight concrete International Code Council, Evaluation Service 0CC-ES), ESR-3912 for Concrete and Hollow-Core precast slabs, Code Compliant with the 2015, IBC, 2015 IRC, 2012 IBC, 2012 IRG, 2009 IOC, and 2009 PlC. Quaff led according to ASi 355.2 (including ASTM E 488) for use in concrete FM Approvals(Factory Mutual) - Fie No. /1. 3059197 CODE LINTEl) 1 trlIlll 1SPECIFICATIONS lflt tcc-esEo8-sgts . E CSI Divisions: 03 16 00 - Concrete Anchoring and 0505 19- Post Installed Concrete Anchors. Expansion anchors shall be Mini-Undercut-v as supplied by DEWALT, Towson, MD. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. I) i Vnf I I'ti('ljI)tf,l I ;llDi I [I] IINSTALLATION UJ:frt4tr1ILltI (USING SOS PLUS uSYSTEM) REFERENCE DATA (SSD) mini-IJndercUt+ Anchor Detail ;:-: 4.. : STOP DRILl, BEt MINI=UNDERCUT14 Baton SETTING TOOL Mini-Undercut+ Anchor Installed with Steel Insert Element r1F Pi REFERENCE DAIA (ASD) Ilft4n.aate and Allowable Tension Load Canacities for Mini-Undercut+ In Nonnal-Weight Concrotoatu in NkAboo, C-81" Noreind INS 3,RIO PSI (20.711P03 Pe=4,080laslcat7.ONPI) - 85111418 8110w/Ca 110101118 etr 4 Depth Ia. T-1.Shea, Tenla,. noa Tnnloe Shame Ten 311014 to. (en) In RiO eke (110) Ike (140 La (1111) U. (IO lbs No on RIO RIO - 0/4 1,535 1.975 305 495 1,770 2,275 448 570 SE (19) (6.8) (8.8) (1.7) (Z2) (7.9) (10.1) (2.0) (2.5) lab.4t0dta511145 ala 00165118 belated .1,14000, CCleae3/emra?esates 5tre85th lest be at the atad9ed y*8eea5 at lee ernest 651414108. ylatasbleta ceyaadea ate at/u/at/C asAg an leg//ed luteS tatter 4.0. Lkw /etm10at00 maybe Used Ddeba,mbte adas'utle ks/Cs for ltte,n at,onnpcssee .18eec818, lIlfin.ate and Allowable Tension Load Canacitles for Mlnl-Undercut+ In Hollow-Core Plank" allemwsCoeente cwela,enlee aenego. 9.000oalt38.5MPe) Aselme kelh yaate.e 0ilowebbe 800140. 004wable WOrn/CO 800w.Iabe; alaonte, d Depth be. Teedoo 1110e T.O. Shea, Tmellae, Sheen Trnnloa Shorn Toe/Caae 3110110 Teal10 31en h (1101) 01. La lb. 01 Ike lb. La lb. La lb. La' 8a, Gil) (110) RIO Gil) RIO Oslo 511) (140 (1110 (1111) 041) (1110 3/4 1,855 2,590 465 650 2,035 2,635 510 710 2,345 3,275 585 820 YS (18) (83) 51.5) (21) (23) (6.1) (12.6) (Z3) (3.3) 50.4) (14.6) (26) (3.6) 1, TetU/atedtsudsn0seurn 144147141650//ed oemeeate. Canseta cnreeeosrn aonngth 8541 beat Reap/Coed m/e/Ctl,5 at to sIre of /estulat08. ysleatubie lout 14SE9e lIeu/USer/C Uoby an 516k/ed lately 114101 4.0. u/eel IrtoepatOtbe maybe used to detoetrpte obrelie Reis tat kttemeeuatA oneepeuslal aterOtha. fdlnl-tlndercuti. Installed Detail for Anchor In the Underside of Hollow-Core Concrete slabs FS 3 semv.OEWALT.cotn STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design Information for MInI-Undercut+ Anchors in the Underside of CODE LISTED Hernial-weight Concrete and the Underside of Hollow-Core concrete Slabs -'-" CC-ES 009-3912 ia0/ SWe Rod rn1w 5541) Do/Coo Oawedrnl.II8 0.10000 sm 5nctnscatego,y 1,2s3 - 90,0185 embedment depth bern In. (Tern) 34 (19) 518/C Sb.oIb mTw11rne (50 310-14 17.4.1 enAD 318-11 0.5.1) 0185 s8emg81 3/tens/em lb 4,1880 Radtattioe War for stee(s8mi99t 4, - 0.65 Colonel. 0-Wool Sbrnl0th I. 001/Coo (00318.1417.42 a,oa .318-Il 0,5,2) F/tee/Ce embedment he in. (rndg 34 (19) E0ect/ansos laden for unceatited erects/n - 24 rftecbnettgos laden for ,050ksd concrete he - 17 MedO/eaSon laden for clog/led and 1.0 (reenoTes) uncnastetccnceete - Ct/eta edge u/lance c (nine) 2(13ç4 Redact/on lads, ceetante 8-eu/out sOelgot' 4, - 0.40 P0110111 SIr0190 he TOelirn. (BEl 318.1417.43 en AO 318.11 8.5.3) Pu9e/Jl sleengnb utksrackedcceeeeta 1/ern See 00117 Pullout sthmtgh ceadmd ccrtcrete 9-,, Ret/tent/on tattat, pg/lad sbeegth 4, . 0.40 Poltolal slreslela 1000111w For S010005(,p&o1I0on (00310-14172,3.3 en AU 310.11 0.32,3) 0ate0065/ot/e(5dsdsoergse. se/on/C 9-a. 410 Redact/en factor, pu/eel s3/ength, se/sn/C 4, - 0.40 65501851= 25.4 mauled. 6/e94 8-maul t 98=0.004481. The date It 001 table a lodsebeonbe dswith Re de3/y,taesisbnokAa 316-14050900 17at40 316-it Aren8a0. as leCkatbter 65 oea ms/o8n9 eu/nIt bad smbi'Cakes Oat addWad re*eeneo5Cf 40316-1417.2.3 or AD 31811 0.3.3, 11 401565toe. shall apply. Inlalalat shot on* 14th neralaUbuets 855580065141590? 659,051485 488 debuts. 4155801 of 5) en 0911e0b1e0t0 the b/Cnsmletadas of BCSOIS/C.l 1605.3.40319.140011655.3.1440 318'1 I 8015889.2. 4, The See/Cede/Cat b.t,00r098 matt at* be C8-tkad. and mamarOohni Cube at 01 between ma aCetIC, aId 819 ItrAl be Clot ka de/Ce. bet/cl the appcplet010etsselnas tentoe In esdled meassle 94914 ercradledmeente (8.4985 use 50e 1.0. The deoeacleetn& 3.kta sneeajth for emolte aor'aessese 5t1ul9th5 grads than 2.500 pu Ise mu/ass may be u/erased by t107g/yktg the ,aue lo Re 5510 by (1c/050clf' toe pOor (1 c/ 17.3)". Fm te1000'loe meoeee te ate Cb5e5CIeI85 seil000eength tat onoete amnpemOlae soesnn onoeee U-6,000 pOtatanC/tes may be u/eased by ra,dt(tk6eg Re asks? s/ma001e611rc86.onrbup/oattalur.ur. Repelled alOes tel clneetclisse plaIt ansngth In truCe, for U/Iota 4y4oerstnu are based on tell resell per AG 355,2, SeCt/C 95. a? 0 5) 5) 8 C, euon.DEWALT.com 4 ip I d. :T