Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
3261 LIONSHEAD AVE; ; FPC2017-0264; Permit
IJ 4 OkiiII :1 i:.i -i (èity of Carlsbad Print Date: 12/02/2020 Permit No: FPC2017-0264 Job Address: 3261 LIONSHEAD AyE, CARLSBAD, CA 92010 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Parcel #: 2218810600 Track #: Valuation: $4,917,193.20 Lot #: Occupancy Group: Project #: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check #: Plan Check#: Fire Sprinklers Applied: 09/12/2017 Issued: 10/10/2017 DEV2016-0041 Finaled Close Out: 04/21/2020 Inspector: Final Inspection: Project Title: DISTRIBUTE LOT 12 SHELL BUILDING Description: DISTRIBUTE LOT 12 -SPRINKLER NFPA 13 SYSTEM >100 HEADS (1,043) COLD SHELL: 99,720 SF TILT-UP BLDG 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) $832.00 Total Fees: $1,062.00 Total Payments To Date: $1,062.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 760-602-8561 f I www.carlsbadca.gov 1 *40OO Hydraulics Summary Sheet Dashboard Hydraulics Project Information Calculation Date: 9/11/2017 8:23:46 AM DISTRIBUTE LOT 12 SYSTEM #1 system ID drawing ref 2 OF 2 building 3261 LIONSHEAD AVE. construction CARLSBAD, CA occupancy SPEC contract # authority - Contractor Information - Hydraulics Criteria EPIC FIRE PROTECTION, INC. - density ESFR GPM/ft2 system type WET design std NFPA 13 765 TURTLE POINT WAY remote area 12HEADS ft2 -_______________________ hazard EXTRA SAN MARCOS, CA 92069 apr coverage 20 PSI ft2 sprs flowing12 figure calculated by ADAM BOISVERT calc'd volume 6,908.1 gal curve telephone 760-310-6122 fax 760-798-0556 - Flow Test email EPICFIRE@COX.NET static pressure 94.50 psi Sprinklers in Remote ___________________ residual pressure 91.80 psi rNo.MfgrModSIN#SizeK 1 quantity flowing 3,500.0 GPM 12 j_ VIKING (_K25 _VKS1O _1'(25.2 j elevation from if 0.00ft date & time of flow test 7-31-17 location of flow test SITE 140 emote area 1 - supply I Demand Graph 93.81 psi available at Sprinkler Demand of 92.97 psi 120 with System Flow of 1,672.0 GPM Mar in +09% Ir 40 20 N185 O 17672.1 GPM' 0250 500 750 1000 1250 1500 1750 2000 Water Flow (GPM) 0 Copyright 2013 Sigma Development Group, Inc. Page 1 of 14 AN 0 0 - Dashboanl Hydraulics Supply Analysis DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) Sprinkler Flow: 1,422.0 GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 1672.1 GPM Maximum velocity in pipe 9- 10 is 27.9 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 225 48.5 Sprinkler 25.20 112.70 20.00 112.70 226 48.5 Sprinkler 25.20 112.70 20.02 112.76 224 48.5 Sprinkler 25.20 112.70 20.20 113.25 221 48.5 Sprinkler 25.20 112.70 20.28 113.48 222 48.5 Sprinkler 25.20 112.70 20.30 113.53 220 48.5 Sprinkler 25.20 112.70 20.48 114.04 227 48.5 SprInkler 25.20 112.70 20.48 114.05 223 48.5 Sprinkler 25.20 112.70 20.76 114.82 229 48.5 Sprinkler 25.20 112.70 25.60 127.50 228 48.5 Sprinkler 25.20 112.70 25.66 127.66 230 48.5 Sprinkler 25.20 112.70 25.77 127.92 231 48.5 Sprinkler 25.20 112.70 26.75 130.33 4 16.2 1 Hose Flow 1 83.50 250.0 Copyright 2013 Sigma Development Group, Inc. Page 2 of 14 flOO D Pipe Information ashboard Hydrauf/ DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows Inside C Value [Total (Pt) psi JLength Fitting ft Fitting I Elev (Pe) psi Added GPM Diameter Fittings Notes To Elev2 Type in [Mctlon Loss[ ft Total Total ft psi/ft Frict (P1) psi 230 48.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 c = 120 0.01677 Pt 229) 25.600 Pe 0.000 Pf 0.168 229 48.49 BL 80.0 Total 10.0 231 48.49 2%" Eddy Flow 127.9 2.7050 Len 10,0 Ftg 0.0 C= 120 Pt 230) 25.768 Pe 0.000 Pt 0.982 230 48.49 BL 207.9 0.09818 Total 10.0 90 48.49 2W Eddy Flow 130.3 2.7050 Len 10.4 Ftg 0.0 C= 120 0.24157 Pt 231) 26.749 Pe 0.000 Pt 2.517 231 48.49 BL 338.2 Total 10.4 Total Pressure at Node 90) 29.267 psi 228 48.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C 120 0.00640 Pt 229) 25.600 Pe 0.000 Pf 0.064 229 48.49 BL 47.5 Total 10.0 87 48.49 2Vz"Eddy Flow 127.7 2.7050 T,2E Len 83.6 Ftg 37.4 C = 120 0.07153 Pt 228) 25.664 Pe 0.000 Pt 8.656 228 48.49 BL 175.2 Total 121.0 47 47.66 21/2fl Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 87) 34.320 Pe 0.359 Pf 1.398 87 48.49 RN 175.2 0.07153 Total 19.5 46 47.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 47) 36.078 Pe 0.000 Pt 0.074 47 47.66 CM2 175.2 0.00740 Total 10.0 Total Pressure at Node 46) 36.152 psi 226 48.49 21/2- Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C 120 0.00202 Pt 225) 20.001 Pe 0.000 Pf 0.020 225 48.49 BL 25.5 Total 10.0 227 48.49 2%" Eddy Flow 112.8 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 226) 20.021 Pe 0.000 Pf 0.461 226 48.49 BL 138.2 0.04614 Total 10.0 86 48.49 2Yz" Eddy Flow 114.1 2.7050 T Len 70.8 Ftg 18.7 C= 120 Pt 227) 20.483 Pe 0.000 Pf 12.565 227 48.49 BL 252.3 0.14044 Total 89.5 46 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 86) 33.047 Pe 0.359 Pt 2.745 86 48.49 RN 252.3 0.14044 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 3 of 14 A :__ OO Oath draullcs Pipe Information DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows 1' I Inside 1 Length9Length I I C Value 1 Total (Pt) psi J I Fitting ft I i I I I iev (Pe) )Si i ft Added GPM I Diameter Fittings I Notes To Elev2 Type in Friction Loss I Total ITothi ft [ psi/ft Frict (Pt) psi 45 47.66 4" Eddy Flow 175.2 4.3100 0 TLen 10.0! lFtg o.oL C 120 - 0.03854 Pt 46) 36.153 Pe 0.000 N 0.385 46 47.66 CM2 427.5 .rTotal io.o Total Pressure at Node 45) 36.538 psi 224 48.49 2th"EddyFlow 2.7050 Len 10.0 Ftg 0.0 0=120 0.01969 Pt 225) 20.001 Pe 0.000 N 0.197 225 48.49 BL 87.2 Total 10.0 66 48.49 1 2%" Eddy Flow 113.3 2.7050 T,2E Len 110.8 Ftg 374 C = 120 Pt 224) 20.198 Pe 0.000 Pf 13.604 224 43.49 BL 200.5 0.09181 Total 148.2 26 47.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.09181 Pt 66) 33.802 Pe 0.359 Pt 1.795 66 48.49 RN 200.5 Total 19.5 Total Pressure at Node 26) 35.956 psi 222 48.49 2%" Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C = 120 0.00193 Pt 221) 20.279 Pe 0.000 Pt 0.019 221 48.49 BL 24.9 Total 10.0 223 48.49 2%" Eddy Flow 113,5 2.7050 Len 10.0 Ftg 0.0 C = 120 Pt 222) 20.298 Pe 0.000 N 0.463 222 48.49 BL 138.4 0.04626 Total 10.0 85 48.49 21fz Eddy Flow 114.8 2.7050 T Len 70.8 Ftg 18.7 C = 120 Pt 223) 20.761 Pe 0.000 N 12.653 223 48.49 BL 253.2 0.14142 Total 89.5 45 47.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18,7 C= 120 0.14142 Pt 85) 33.413 Pe 0.359 N 2.765 85 48.49 RN 253.2 Total 19.5 44 47.66 4" Eddy Flow 427.5 4.3100 0 Len 10.0 Ftg 0.0 0=120 0.09114 Pt 45) 36.538 Pe 0.000 Pt 0.911 45 47.66 CM2 680.7 Total 10.0 Total Pressure at Node 44) 37.449 psi 220 48.49 UP Eddy Flow 2.7050 Len 10.0 Ftg 0.0 C= 120 Pt 221) 20.279 Pe 0.000 Pt 0.203 221 48.49 BL 88.6 0.02027 Total 10.0 65 48.49 2% Eddy Flow 114.0 2.7050 T,2E Len 110.8 Ftg 37.4 0=120 0.09364 Pt 220) 20.481 Pe 0.000 Pt 13.877 220 48.49 BL 202.6 © Copyright 2013 Sigma Development Group, Inc. Page 4 of 14 Pipe Information U88 0' Dathbo.rdHvdrauFIcs AM DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows Added I I Inside I Length ft C Value 'Total (Pt) psi T GPM I Diameter I Ifl Fittings Fitting ft Friction Loss Elev (Pe) psi Frl ( psi Notes To Elev2 Type Total Total psi/ft 25 47.66 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 187 1 c = 120 - 0.09364 Pt 65) 34.358 Pe 0.359 1.831 65 48.49 RN 202.6 ITotal 19.5 Total Pressure at Node 25) 36.548 psi 67 48.49 2h/z Eddy Flow 2.7050 T Len 88.0 Ftg 18.7 C = 120 0.04816 Pt 90) 29.267 Pe 0.000 Pf 5.139 90 48.49 BL 141.5 Total 106.7 27 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.04816 Pt 67) 34.406 Pe 0.359 P1 0.941 67 48.49 RN 141.5 1 Total 19.5 Total Pressure at Node 27) 35.707 psi 88 48.49 2%" Eddy Flow 2.7050 T Len 10.0 Ftg 18.7 c = 120 0.08868 Pt 90) 29.267 Pe 0.000 pf 2.547 90 48.49 CM3 196.8 Total 28.7 89 48.49 2½" Eddy Flow -104.0 2.7050 T Len 10.0 Ftg 18.7 C=120 0.02206 Pt 88) 31.813 Pe 0.000 Pf 0.634 88 48.49 CM3 92.8 Total 28.7 69 48.49 2½" Eddy Flow 2.7050 1 Len 88.0 Ftg 18.7 c = 120 Pt 89) 32.447 Pe 0.000 Pt 2.355 Total 106.7 89 48.49 BL 92.8 0.02206 29 47.66 214" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 = 120 0.02206 Pt 69) 34.802 Pe 0.359 Pf 0.431 Total 19.5 69 48.49 RN 92.8 28 47.66 4' Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00228 Pt 29) 35.593 Pe 0.000 N 0.023 29 47.66 CMI 92.8 Total 10.0 Total Pressure at Node 28) 35.615 psi 68 48.49 2%" Eddy Flow 2.7050 1 Len 88.0 Ftg 18.7 C= 120 Pt 88) 31.813 Pe 0.000 Pt 2.909 88 48.49 BL 104.0 0.02726 Total 106.7 28 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 68) 34.723 Pe 0.359 Pt 0.533 Total 19.5 68 48.49 RN 104.0 0.02726 27 47.66 4" Eddy Flow 92.8 4.3100 0 Len 10.0 Ftg 0.0 120 Pt 28) 35.615 Pe 0.000 N 0.092 28 47.66 CMI "196.8 0.00917 Total 10.0 0 Copyright 2013 Sigma Development Group, Inc. Page 5 of 14 &8 8 oo Pipe Information DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elovi ft Pipe ID Flows Added T Inside TLength ft1 I CValue ITotal (Pt) psi1 I I GPM I Diameter Fittings I Fitting ft I I Elev (Pe) psi I I Notes To Elev2 Type in Friction Loss ITothi ft Total ft [ psi/ft [Frict (H) psi 26 47.66 4" Eddy Flow 141.5 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02499 Pt 27) 35.707 Pe 0.000 Pt 0.250 27 47.66 CM1 338.2 Total 10.0 25 47.66 4" Eddy Flow 200.5 4.3100 0 Len 10.0 Ftg 0.0 C -120 0.05913 Pt 26) 35.957 Pe 0.000 Pt 0.591 26 47.66 CMI 538.7 Total 10.0 24 47.66 4" Eddy Flow 202.6 4.3100 0 Len 10,0 Ftg 0,0 C= 120 0.10674 Pt 25) 36.548 Pe 0.000 Pt 1.067 25 47.66 CMI 741.4 Total 10.0 Total Pressure at Node 24) 37.616 psi 43 47.66 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.08807 Pt 44) 37.449 Pe 0.000 Pt 0.881 44 47.66 CM2 668.2 Total 10.0 42 47.66 4" Eddy Flow -19.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.08332 Pt 43) 38.330 Pe 0.000 Pt 0.833 43 47.66 CM2 648.5 Total 10.0 41 47.66 4" Eddy Flow -27.4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 42) 39.163 Pe 0.000 pf 0.769 42 47.66 CM2 621.1 0.07692 Total 10.0 40 47.66 4" Eddy Flow -35.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 41) 39.932 Pe 0.000 Pt 0.689 41 47.66 CM2 585.1 0.06889 Total 10.0 39 47.66 4" Eddy Flow -45.6 4.3100 0 Len 8.0 Ftg 0.0 C= 120 0.05930 Pt 40) 40.621 Pe 0.000 Pt 0.474 40 47.66 CM2 539.6 Total 8.0 38 47.66 4" Eddy Flow -42.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.05103 Pt 39) 41.096 Pe 0.000 Pt 0.510 39 47.66 CM2 497.5 Total 10.0 37 47.66 4" Eddy Flow -38.0 4.3100 0 Len 10.0 Ftg 0.0 120 Pt 38) 41.606 Pe 0.000 Pt 0.441 38 47.66 CM2 459.6 0.04406 Total 10.0 36 47.66 4' Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C 120 Pt 37) 42.046 Pe 0.000 Pt 0.381 37 47.66 CM2 E424.5 0.03805 Total 10.0 © Copyright 2013 Sigma Development Group, Inc. Page 6 of 14 flJOO Pipe Information Oashbord Hydraulics DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows Length ft I c Value I Total (Pt) psi ft Added GPM Inside Diameter Fittings I Notes I Fitting ft Elev (Pe) psi I To Elev2 Type in Friction Lossi psi/ft Total Total ft Frict (Pt) psi 35 47.66 4" Eddy Flow 333 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 36) 42.427 Pe 0.000 Pt 0.327 36 47.66 CM2 391.3 0.03272 Total 10.0 34 47.66 4' Eddy Flow -32.7 4.3100 0 Len 8 .0 Ftg 0,0 C = 120 Pt 35) 42.754 Pe 0.000 Pt 0.223 35 - 47.66 CM2 358.6 0.02784 Total 8.0 33 47.68 4" Eddy Flow -35.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 34) 42.977 Pe 0.000 pf 0.229 34 - 47.66 CM2 322.8 0.02293 Total 10.0 32 47.66 4" Eddy Flow -37.6 4.3100 0 L en 10.0 Ftg 0.0 Pt 33) 43.206 C=120 Pe 0.000 Pt 0.182 33 47.66 CM2 285.3 0.01824 Total 10.0 31 47.66 4" Eddy Flow -40.4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 32) 43.389 Pe 0.000 Pt 0.137 32 47.66 CM2 244.9 0.01375 Total 10.0 30 47.66 4° Eddy Flow -44.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 31) 43.526 Pe 0.000 Pt 0.095 31 47.86 CM2 200.7 0.00952 Total 10.0 92 47.66 4° Eddy Flow -48.6 4.3100 0 -- Len 10.0 Ftg 0.0 C: 120 Pt 30) 43.621 Pe 0.000 Pt 0.057 30 47.66 CM2 152.1 0.00569 Total 10.0 93 48.49 2h/2 Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 92) 43.678 Pe -0.359 Pf 1.076 92 47.66 RN 152.1 0.05504 Total 19.5 91 48.49 21/2" Eddy Flow 2.7050 7E11 -- Len 193.0 Ftg 84.2 C = 120 Pt 93) 44.395 Pe 0.000 Pf 15.259 93 48.49 BL 152.1 0.05504 Total 277.2 9 47.66 2%" Eddy Flow 2.7050 1/0 Len 0.8 Ftg 18.7 C: 120 Pt 91) 59.653 Pe 0.359 Pt 1.076 91 48.49 RN 152.1 0.05504 Total 19.5 Total Pressure at NOOO ) O1 .U* PSI 84 48.49 I 2%" Eddy Flow 2.7050 - 1 Len 0.8 37.449 44 47.66 RN 12.5 Pf Total 19.5 00054 0 Copyright 2013 Sigma Development Group, Inc. Page 7 of 14 oo Pipe Information DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From EIv1 Pipe ID Flows Length ft C Value I Total (Pt) psi1 ft Added GPM Inside I Diameter Fittings I I I Notes Fitting ft I Elev (Pe) PSI To Elev2 Type I in Friction Loss Total Total ft psi/ft I Frict (Pf) psiJ 64 48.49 2%" Eddy Flow 2.7050 T,2E11 Len 211.5 Ftg 562 c = 120 0,00054 Pt 84) 37.100 Pe 0.000 Pt 0.145 84 48.49 BL 12.5 Total 267.7 24 47.66 21/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00054 Pt 64) 37.245 Pe 0.359 Pt 0.011 64 48.49 RN 12.5 Total 19.5 23 47.66 4" Eddy Flow 741.4 4.3100 0 Len 10.0 Ftg 0.0 C= 120 011009 Pt 24) 37.616 Pe 0.000 Pt 1.101 24 47.66 CM1 753.9 Total 10.0 Total Pressure at Node 23) 38.717 psi 83 48.49 2t/z Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00126 Pt 43) 38.330 Pe -0.359 Pt 0.025 43 47.66 RN 19.7 Total 19.5 63 48.49 21/2" Eddy Flow 2.7050 T,2E!1 Len 211.5 Ftg 56.2 c = 120 0.00126 Pt 83) 37.995 Pe 0.000 P1 0.337 Total 267.7 83 48.49 BL 19.7 23 47.65 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 63) 38.332 Pe 0.359 Pt 0.025 63 48.49 RN 19.7 0.00126 Total 19.5 22 47.66 4" Eddy Flow 753.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.11548 Pt 23) 38.717 Pe 0.000 PI 1.155 23 47.66 CMI 773.6 Total 10.0 Total Pressure at Node 22) 39.871 psi 82 48.49 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 42) 39.163 Pe -0.359 Pt 0.045 42 47.66 RN 27.4 0.00231 Total 19.5 62 48.49 2Ya" Eddy Flow 2.7050 T,2E/T Len 211.5 Ftg 56.2 C= 120 Pt 82) 38.849 Pe 0.000 Pt 0.618 82 48.49 BL 27.4 0.00231 Total 267.7 22 47.66 214" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 62) 39.467 Pe 0.359 Pt 0.045 62 48.49 RN 27.4 0.00231 Total 19.5 21 47.66 4" Eddy Flow 773,6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 22) 39.872 Pe 0.000 Pt 1.232 Total 10.0 22 47.66 CMI 801.0 0.12316 Total Pressure at Node 21) 41.103 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 8 of 14 &8800 Pipe Information DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From EleVi 1 Pipe ID Flows j Inside - Length ft 1 C Value I Total (Pt) psi Added GPM Diameter Fittings Notes Fitting ft I Elev (Pe) psi I To Elev2 Type ' Friction Loss i J Total - Total ft psi/ft Frict (Pf) psi 81 48.49 2%" Eddy Flow 2.7050 1 Len 0,8 Ftg 18.7 C = 120 0.00382 Pt 41) 39.933 Pe -0.359 Pt 0.075 41 47.68 RN 359 Total 19.5 61 48.49 21/2" Eddy Flow 2.7050 T,2Err Len 211.5 Ftg 56.2 c = 120 0.00382 Pt 81) 39.648 Pe 0.000 Pt 1.021 81 48.49 BL 35.9 Total 267.7 21 47.66 21A" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C= 120 0.00382 Pt 61) 40.669 Pe 0.359 Pt 0.075 61 48.49 RN 35.9 Total 19.5 20 47.66 4" Eddy Flow 801,0 4.3100 0 Len 10.0 Ftg 0.0 C= 120 0.13358 Pt 21) 41.103 Pe 0.000 Pt 1.336 21 47.66 CM1 836.9 Total 10.0 Total Pressure at Node 20) 42.439 psi 80 48.49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00592 Pt 40) 40.621 Pe -0.359 Pf 0.116 40 47.66 RN 45.6 Total 19.5 60 48.49 2'/2" Eddy Flow 2.7050 T,2E/T Len 211.5 Ftg 56.2 C = 120 Pt 80) 40.378 Pe 0.000 pf 1.586 80 48.49 BL 45.6 0.00592 Total 267.7 20 47.68 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 120 Pt 60) 41.963 Pe 0.359 Pt 0.116 60 48.49 RN 45.6 0.00592 Total 19.5 19 47.66 6" Sch 10 836.9 6.3570 0 Len 10.0 Ftg 0.0 C=120 Pt 20) 42.439 Pe 0.000 Pt 0.222 20 47.66 CMI 882.5 1 0.02220 Total Pressure at Node 19) 42.661 psi 79 48.49 214" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 Pt 39) 41.096 Pe -0.359 Pt 0.100 39 47.66 RN 42.0 0.00510 Total 19.5 59 48.49 21/2" Eddy Flow 2.7050 T,2E11 Len 211.5 Ftg 56.2 c = 120 Pt 79) 40.836 Pe 0.000 pf 1.366 79 48.49 BL 42.0 0.00510 Total 267.7 19 47.66 2'/z" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 59) 42.201 Pe 0.359 Pt 0.100 59 48.49 RN 42.0 0.00510 Total 19.5 © Copyright 2013 Sigma Development Group, Inc. Page 9 at 14 Pipe Information 03,88 Das/thoardHydraullcs DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows Length ft I C Value 1 Total (Pt) )Si ft Added GPM Inside Diameter Fittings -I IFriction Loss) Notes Fitting ft I Elev (Pe) psi To EIev2 Type in Total Total ft psi/ft Frict (Pf) psi 18 47.66 6" Sch 10 882.5 6.3570 0 Len 'mo] Ftg 0.0 C 120 0.02420 Pt 19) 42.661 Pe 0.000 P1 0.242 19 47.66 CM1 924.5 Total 10.0 Total Pressure at Node 18) 42.903 psi 78 48,49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00423 Pt 38) 41.606 Pe -0.359 Pf 0.083 38 47.66 RN 38.0 Total 19.5 58 48.49 2'/z" Eddy Flow 2.7050 T,2EIT Len 211.5 Ftg 56.2 C= 120 0.00423 Pt 78) 41.329 Pe 0.000 Pf 1.131 78 48.49 BL 38.0 Total 267.7 18 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00423 Pt 58) 42.460 Pe 0.359 Pf 0.083 58 48.49 RN 38.0 Total 19.5 17 47.66 6" Sch 10 924.5 6.3570 0 Len 10.0 Ftg 0.0 C = 120 0.02607 Pt 18) 42.903 Pe 0.000 Pf 0.261 Total 1 ________ 18 47.66 CM1 962.5 0.0 Total Pressure at Node 17) 43.163 psi 77 48.49 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 0.00364 Pt 37) 42.047 Pe -0.359 Pf 0.071 37 47.66 RN 35.0 Total 19.5 57 48.49 1 21/2" Eddy Flow 2.7050 T,2E/T Len 211.5 Ftg 56.2 C = 120 0.00364 Pt 77) 41.758 Pe 0.000 P1 0.974 77 48.49 BL 35.0 Total 267.7 17 47.66 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00364 Pt 57) 42.733 Pe 0.359 Pf 0.071 57 48.49 RN 35.0 Total 19.5 16 47.66 6" Sch 10 962.5 6.3570 0 Len 10.0 Ftg 0.0 C= 120 Pt 17) 43.163 Pe 0.000 Pf 0.279 17 47.66 CMI 997.5 0.02785 Total 10.0 Total Pressure at Node 16) 43.442 psi 76 48.49 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 36) 42.427 Pe -0.359 Pf 0.065 36 47.66 RN 33.3 0.00331 Total 19.5 56 48.49 214" Eddy Flow 2.7050 T,2E/T Len 211.5 Ftg 56.2 C = 120 Pt 76) 42.132 Pe 0.000 P1 0.885 76 48.49 BL 33.3 0.00331 Total 267.7 1 0 Copyright 2013 Sigma Development Group, Inc. Page 10 of 14 DIJ 085h O7-4 O• Pipe Information b08, yl Hvdraullcs DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From Elevi Pipe ID Flows I Inside Length ft JFitting C Value [Total (Pt) psi T ft I Elev (Pe) psi ft Added GPM I Diameter Fittings J Notes To Elev2 Type in 'Friction Loss' ITotal ft Total ft [ psi/ft [rict (Pf) psi 16 47.66 214" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 Pt 56) 43.018 Pe 0.359 Pf 0.065 56 48.49 RN 33.3 0.00331 Total 19.5 15 47.66 6" Sch 10 997,5 6.3570 0 Len 10.0 Ftg 0.0 0=120 0.02959 Pt 16) 43.442 Pe 0.000 Pf 0.296 16 47.66 CMI 1,030.8 Total 10.0 Total Pressure at Node 15) 43.738 psi 75 48.49 2%" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00321 Pt 35) 42.754 Pe -0,359 Pt 0.063 35 47.66 RN 32.7 Total 19.5 55 48.49 21/2" Eddy Flow 2.7050 T,2EIT Len 211.5 Ftg 56.2 C= 120 0.00321 Pt 75) 42.457 Pe 0.000 Pf 0.858 Total 267.7 75 48.49 BL 32.7 15 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C= 120 0.00321 Pt 55) 43.315 Pe 0.359 Pt 0.063 55 48.49 RN 32.7 Total 19.5 14 47.66 6" 8th 10 1030.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 15) 43.738 Pe 0.000 Pt 0.314 15 47.66 CMI 1,063.5 0.03135 Total 10.0 Total Pressure at Node 14) 44.051 psi 74 48.49 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 34) 42.977 Pe -0.359 Pf 0.074 34 47.66 RN 35.7 0.00378 Total 19.5 54 48.49 2%" Eddy Flow 2.7050 TIT Len 208.0 Ftg 374 C = 120 Pt 74) 42.691 Pe 0.000 Pt 0.927 74 48.49 BL 35.7 0.00378 Total 245.4 14 47.66 21/2" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 54) 43.618 Pe 0.359 Pt 0.074 54 48.49 RN 35.7 0.00378 Total 19.5 13 47.66 6" 8th 10 1,063.5 6.3570 0 Len o• Ftg 0.0 C 120 Pt 14) 44.051 Pe 0.000 Pt 0,333 14 47.66 CMI 1,099.2 0.03333 Total 10.0 Total Pressure at Node 13) 44.385 psi 73 48.49 2½" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 C = 120 Pt 33) 43.206 Pe -0.359 Pt 0.081 33 47.66 RN 37.6 0.00414 Total 19.5 0 Copyright 2013 Sigma Development Group, Inc. Page 11 of 14 Ak- U88 a' Pipe Information DasIboardHyo'rauIfcs DISTRIBUTE LOT 12 SYSTEM #1 (Remote Area 1) From EleVi Pipe ID Flows Inside ILength ft I C Value [Total (Pt) psi I I Fitting ft I I Elev (Re) psi ft Added GPM Diameter Fittings Notes To Elev2 Type in I Friction Loss I Total j Total ft [ psi/ft [Frict (Pf) psi 53 48.49 2½" Eddy Flow 2.7050 liT Len 208,0 Ftg 37.4 C = 120 0.00414 Pt 73) 42.928 Pe 0.000 Pf 1.016 73 48.49 BL 37.6 Total 245.4 13 47.66 2%" Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 c = 120 0.00414 Pt 53) 43.944 Pe 0.359 Pt 0.081 53 48.49 RN 37.6 Total 19.5 12 47.66 6° Sch 10 1,099.2 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 13) 44.385 Pe 0.000 Pt 0.355 13 47.66 CMI 1,136.8 0.03547 Total 10.0 Total Pressure at Node 12) 44.739 psi 72 48.49 2'/a"Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C= 120 0.00475 Pt 32) 43.389 Pe -0.359 Pt 0.093 32 47.66 RN 40.4 Total 19.5 52 48.49 2W' Eddy Flow 2.7050 ITT Len 208.0 Ftg 37.4 C = 120 0.00475 Pt 72) 43.122 Pe 0.000 Pt 1.165 Total 245.4 72 48.49 BL 40.4 12 47.66 2h/2 Eddy Flow 2.7050 T Len 0.8 Ftg 18.7 = 120 Pt 52) 44.287 Pe 0.359 Pt 0.093 52 48.49 RN 40.4 0.00475 Total 19.5 11 47.66 6° Sch 10 1,136.8 6.3570 0 Len 10.0 Ftg 0.0 C = 120 Pt 12) 44.739 Fe 0.000 Pf 0.378 12 47.66 CM1 1,177.2 0.03784 Total 10.0 Total Pressure at Node 11) 4.11d psi 71 48.49 2'h" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 31) 43.526 Pe -0.359 Pt 0.109 31 47.66 RN 44.2 0.00559 Total 19.5 51 48.49 2%" Eddy Flow 2.7050 lIT Len 208.0 Ftg 37.4 C = 120 Pt 71) 43.276 Pe 0.000 Pt 1.373 71 48.49 BL 44.2 0.00559 Total 245.4 11 47.66 2'/z" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 Pt 51) 44.648 Pe 0.359 Pt 0.109 51 48.49 RN 44.2 0.00559 Total 19.5 10 47.66 6" Sch 10 1,177.2 6.3570 0 Len 10.0 Ftg 0.0 C=120 pt 11) 45.117 Pe 0.000 Pf 0.405 11 47.66 CM 1 rl,21.4 0.04050 Total 10.0 Total Pressure at Node it)) 40.DZZ psi 0 Copyright 2013 Sigma Development Group, Inc. Page 12 of 14 DISTRIBUTE LOT 12 SYSTEM #1 Daghboard Hydraulics Pipe Information (Remote Area 1) From Elevi ft Pipe ID Flows Added F I Inside Length ft I I C Value I Total (Pt) psi I GPM Diameter Iin Fittings Fitting ft I Friction Loss psi/ft I Elev (Pe) psi Frict (Pf) P51 Notes To Elev2 ft Type Total Total ftj 70 48.49 21/2" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 c = 120 0.00668 Pt 30) 43.621 Fe -0.359 Pt 0.131 30 47.66 RN 48.6 Total 19.5 50 48.49 21/2" Eddy Flow 2.7050 TIT Len 208.0 Ftg 374 C = 120 0.00668 Pt 70) 43.392 Fe 0.000 Pt 1.640 70 48.49 BL 48.6 Total 245.4 10 47.66 2½" Eddy Flow 2.7050 1 Len 0.8 Ftg 18.7 C = 120 0.00668 Pt 50) 45.032 Pe 0.359 Pt 0.131 50 48.49 RN 48.6 Total 19.5 9 47.66 4" Eddy Flow 1,221.4 4.3100 2E Len 26.0 Ftg 27.9 C = 120 0.28894 Pt 10) 45.522 Fe 0.000 Pt 15.566 10 47.66 CMI 1,270.0 Total 539 Total Pressure at Node 9)61.089 psi 3 0.00 io" PVC cuoo 3E, Len 1,140.0 C = 150 Pt 4) 83.496 7 PSI LOSS FOR DCDA SHOWN AS ELEVATION 9.4200 Ftg 178.9 Fe 6.997 4 16.16 LU 812.2 TI4EE 0.00186 Pt 2.448 Total 1,318.9 1 0.00 8" PVC CL200 Len 1.0 C = 150 Pt 3) 92.946 7.6800 0 Ftg 0.0 Pe 0.000 3 0.00 LU 812.2 0.00502 Ff 0.005 Total 1.0 Total Pressure at Node 1) 92.951 psi 2 0.00 8" PVC ciioo 7.6800 T,2E Len 350.0 Ftg 88.9 C = 150 Pt 4) 83,496 Fe 6.997 Pf 2.448 7PSI LOSS FOR DCDA SHOWN AS ELEVATION I I I 4 16.16 LU 859.9 0.00558 Total 438.9 1 0.00 8" PVC CL200 7.6800 0 Len 1.0 Ftg 0.0 = 150 Pt 2) 92.946 Fe 0.000 Pt 0.006 2 0.00 LU 859.9 0.00558 Total Pressure at Node 1) 92.951 psi 6 17.16 6" Sch 10 6.3570 BV,E Len 30.5 Ftg 30.2 C = 120 Pt 9) 61.089 Pe 13.207 Pt 3.256 9 47.66 FR 1,422.1 0.05367 Total 60.7 5 16.16 6" Sch 10 6.3570 2E Len 2.0 Ftg 35.2 C = 120 Pt 6) 77.561 Pe 0.433 Pt 1.997 6 17.16 MA 1,422.1 0.05367 Total 37.2 4 16.16 8" PVC C1200 7.6800 T,3E/(V Len 75.0 Ftg 172.8 C 150 Pt 5) 79.991 Fe 0.000 Pt 3.505 5 - 16.16 UN 1,422.1 0.01414 Total 247.8 0 Copyright 2013 Sigma Development Group, Inc. Page 13 of 14 Ak- DISTRIBUTE LOT 12 SYSTEM #1 DashboarHydrau/I Pipe Information (Remote Area 1) From ft Pipe ID Flows Added T I Inside Length I 1 C Value I ITotal (Pt) psi j I I GPM I Diameter in Fittings Fitting ft I Friction Loss [ psi/ft Elev (Pe) psi i I Notes I Frict (PI) psil To Elev2 Type Total 1 _lTotal ft Total Pressure at Node 4) 83.496 psi 0 0.00 8" PVC CL200 7.6800 0 TLen 1.01 Ftg 0.0 C 150 Pt 1) 92.951 Pe 0.000 Pt 0.019 1 0.00 UN 1,672.1 }Total .o0.01908 Total Pressure at Node 0) 92.970 psi 0 Copyright 2013 Sigma Development Group, Inc. Page 14 of 14 pfc,W110-0024f, r"-*1A7ERIAL DATA SUBr---1177AL DSTRIBLJTE LOT 12 CARLSBAD, CA EPIC FIRE PROTECTI ON, ING. 75 TURTLE POINT WAY SAN MARCOS, CA 200 (7GO)310-6122 F,AX(7O)78-055 Page 1 of 6 Page 2 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 2699459501 Technical Services: 8773845464 Fax: 269-818-1680 Email: techsvcs©vlklngcorp.com Visit the Viking wobstte for the latest edition of this technical data page: www.vlklnggroupinc.com DESCRIPTION Viking Early Suppression Fast Response (ESFR) Pendent Sprinkler VKSIO 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 1<14 sprinklers. 1<25.2 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 it. (13.7 m) Reduce or eliminate the need for a system fire pump. Provide flexibility when sizing system piping. Viking VK5I0 ESFR Pendent Sprinklers are primarily intended to protect the following types of storage, which tend to produce severe-challenge fires: palletized and solid pile storage and single, double, multiple row, and portable open rack storage (no open-top containers or solid shelves). Viking ESFR Pendent VK510 Sprinklers provide protection of most common storage materials. including: - Encapsulated or unencapsulated Class I, Ii, Ill, and IV commodities". ctJLus Listed for protection of cartoned unexpanded plastic commodities and FM Approved for protection of cartened and uncartoned unexpanded plastic cornniodifles. FM Approved for protection of exposed expanded polystyrene and exposed ex- pended polyurethane commodities". Refer the Approval Charts and Design Criteria for cLJLus Listing and FM Approval requirements that mast be followed. 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) <p3> FM Approved: Class 2026 'ridS Approved: Certificate G4040015 LPCB Approved: Ref. No. 096e/07 (l CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) The 10280 VK510. ESFR Pendent Sprinkler Assembly conforms to the provision of CUAP11.03!03 standard. CUAP11.03/03 approvals are provided by: FM Approvals Ltd. 1 Windsor Dials Windsor. Berkshire, UK. SL4 1 RS Approval Certificate No. issued December 20, 2010. Note: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria for cliLus Listing requirements, and refer to Approval Chart 2 and Design Criteria for FM Approval requirements that must be followed. 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: techsvcsviklngcorpcom Visit the Viking wabsite for the latest edition of this technical data page: www.vlklnggroupinc.com TECHNICAL DATA Specifications: Minimum Operating Pressure: Refer to NFPA 13 or FM Global Loss Proven-hon Data Sheets. Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically to 500 psi (34.5 bar). Thread size: 1 NPT for Sprinkler 12080, 25 mm BSP for Sprinkler 12200 Nominal K-Factor. 252 U.S. (363 metric") Metric K-faster measurement shown Is in bar. When pressure is measured in 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 one or more of tie following patents: US5,829,532: US6,059.044; US6.336.509; US6,502,643; USe,8e8.917; AU722593: 0B2336777 Material Standards: Frame Casting: Brass UNS-C84400 Defiector. Phosphor Bronze UNS-051000 Seat: Copper UNS-C11000 and Stainless Steel UNS-530400 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw. Stainless Steel UNS-531 603 Trigger and Support Stainless Steel UNS-831600 Fusible Element Assembly: Beryllium Nickel, coated with black acrylic paint. Ordering information: (Also refer to the current Viking price list.) Order ESFR Pendent Sprinkler VK5I0 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) cC. 205 "F (96 "C) = E For example, Sprinkler VK510 with 1" 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 websile.) Sprinkler Wrenches: Part No. 13635W/B (double-ended wrench - Use Side B. Side A is for use with 1<14.0 ESFR Pendent Sprinkler VKSOO) Available since 2006. Part No. 12143W/B (no longer available) Sprinkler Cabinet: Six-head capacity: Pail No. 01731A (available since 1971) 4. INSTALLATION _vl AJAIINING 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 Verbond der Sachverslcherer (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 modal and style, with the correct orifice size, temperature rating, and response characteristics. With the sprinkler contained in the plastic protective cap, apply a small amount of pipe-joint compound or tape to the male threads only, while taking care not to allow a build-up of compound in the sprinkler orifice. 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. F100102 16.06.30 Rev 16.1 Replaces Form No. F_100102 Rev. 15.1 Form NO. E_100102 16.06.30 Rev 16.1 (Updated formatting; Added CCCF approval) Wrench Fiat Protective Spr COLP inkler Use Side B For ESFR Pendent K25.2 Sprinkler VK510 A B Figure 1: ESFR Pendant Sprinkler Wrench 13635W18 1-9/16' (40 cm) 3-3/16 (81 41 (Dimensions ore 1-3/4' crppr-oxicote.) fl145 en) Figure 2: ESFR Pendant Sprinkler VK510 Dimensions Page 3 of 6 silk' ESFR ' PENDENT SPRINKLER VK5I0 (K25.2) The Viking Corporation, 210 N Industrial Park Drive Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-364-5464 Fax: 269-818-1680 Email: techsvcs@viklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vIkinggroupinc.com 00 NOT use any other type of wrench, as this could damage the unit, DO NOT rise the sprinkler deflector or fusible eleitirint to start or thread file upt sneer tsu a tutu ,9. 00 NOT nausJ SO ft, lbs. of torque (hand tight, pk'. npprnximrrtely furs full trims with the wrench) to instell 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 sprinkler has been properly 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 fact that when the joint seal is damaged, the sealing compound or tape is washed Out of the joint. Immediately replace any damaged units, using the special sprinkler wrench only. After Installation and tasting and repalrtng 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 SERVICEI 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 ESFR PENDENT N1KJW*J6EMWSPRINKLER VK5I0 (K25.2) me viKing corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vlklnggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Tamjsorature Rating' CelUng Thmp.ratur "9J!t r 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 Is stamped on the deflector. 'eased on NFPA-l3 Other limits may apply, depending an Ike ioadis8 sprinkler location, and other requirements attire 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. A. The sprinklers must be inspected on a regular basis for corrosion, mechanical damage, obstructions, paint, etc. The frequency of inspections may very due to corrosive atmosphere, water supplies, and activity around the device. B. Sprinklers that have been painted or mechanically damaged must be replaced immediately. Sprinklers showing signs of corrosion shall be tested and/or replaced immediately as required. Installation standards require sprinklers 10 be tested and. If necessary, replaced after a specified tam, of service. For Viking ESFR Pendant 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 reused, but must be replaced. When replacing sprinklers, use only new sprinklers. C. The sprinkler discharge pattern is critical for proper fire protection. Therefore, nothing should be hung from, attached to, or other- wise obstruct the discharge pattern. All obstructions must be immediately removed or, if necessary, additional sprinklers installed. D. When replacing existing sprinklers, the system must be removed from service. Refer to the appropriate system description and/ or valve instructions. Prior to removing the system from service, notify 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- istics. A fully stocked spare sprinkler cabinet should be provided for this purpose. Place the system back in service and secure all valves. Check the replaced sprinklers and repair all leaks. E. Sprinkler systems that have been subject to a fire must be returned to service as soon as possible. The entire system must be inspected for damage and repaired or replaced as necessary. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced. Refer to the Authorities Having Jurisdiction for minimum replacement requirements. AVAILABILITY The Viking Model VK510 Sprinkler is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 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 1 Form No. F_100102 16.06.30 Rev 16.1 Page 5 of 6 ____ ESFR PENDENT NIMNG SPRINKLER VK510 (K25.2) The Viking Corporation, 210 N industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877484-5.464 Fax: 269-818-1680 Email: techsvcs@vlklngcorp.com Visit the Viking website for the latest edition of this technical data page: www.vIktnggroupinc.com NominalK- I I I 1 (Rater else, to Dnelgrr criteria on page 4-i Base Part I I SIN Thread size Factor Overall Length Listings and Approvaisto I Number' US, mofrlcI inches I mm I cULus' I NYC I VdS I LPCB I CE I ) I Approved Temperature Ratings Approved Finish A- 165'F (74'C) and 205°F (96 'C) 1-B rew B - 165 °F (74 'C) Fc63rotes 'Base part number shown. For complete part number, refer to the price list. 'MetrIc K-Factor measurement sltomrr is sifter, pressure is measured In bar. When Pressure is measured in kPa, divide the metric K-Factor shown by 10.0. 'This chart shows listings and approvals available at the time of prirrting. Other approvals may be in process. Refer to the latest standards of NFPA 13, LPCB Loss Prevention Standards, and the latest VdS standards 'Used by Underwriters Laboratories Inc. for use In the U.S. and Canada as a Specific Application ESFR Sprinkler (refer to the deflector position rertoimn)e.fl10 on Pete 4). 'Meets New York City requirements, effective July 1, 2008. - DESIGN CRITERiA - UL - . . - (ljsoreferloAppmnvefCeartui cctlus tfgtlno Renulrementu: ESFR Pendent Sprinkler VK5I0 is cULus Listed as indicated in Approval Chart 1 for installation to accordance with the latest appropriate NFPA stan- dards (irdsdlrrg NFPA 13) for ESFR Pendent K25.2 (363) Sprinklers, for - Protecting rack storage of certain specified materials op to 40 ft (12.2 m) high in buildings with 45 it (13.7 m) logs ceilings with NO in-rack sprinklers. - Exception to NFPA 53 sprinkler installation rules for ESFR Pendant 1<25.2 Sprrnklers: cULrm Listing Requirement for Buildings up to 40 ft. (12.2 in) High: Locate the dufiotiuc between & and 18" (152 and 457 ncr) below the calling. CULOS Listing Requtrement for Buildings Between 40 ft (12.2 m) and 45 ft. (13.7 ni) High: Locate the stflectQr between 6" and 14 (152 and 356 mm) below the ceiling. The minimum area of coverage allowed per sprinkler is 64 ft' (5.8 m') per NFPA 13. Maximum Rood or Ceiling Slope: 2 in 12 (167 mmim or 9.5 degrees). Sprinkler Position: Approved for use only In the pendent position. Align the deflector parallel with the calling or root. System Typo: Wet systems only. Deflector Oluranco from Walls: At least 4 (102 mm) from walls, and no more than one-half the allowable distance permitted between sprinklers. Clearance from Deflector to Top of Storage: At leaSl 36" (914 mm). blarlmum Distance Between Sprinklers; The madman, area of coverage allowed per sprinkler is 1008' (9.3 or')"'. For buildings over 30 It (9.1 m) high, spacing between sprinklers and/or branch lines must be from 8 to 10 it (2.4 to 3.1 m). For buIlding heights up to 30 it (9.1 m), the spacing allowed between sprinklers and/or branch lines is 8 to 12 ft (2.4 to 3.7 or), provided the area covered per sprinkler does not exceed the meonrum 100 Ii' (9.3 m') allowed". "'Refer to the Installation Standards for permissible deviations from the maximum sprinkler spacing roles above, to eliminate obstructions emoted by trusses and bar Joists when using ESFR sprinklers. Note: If the ceiling in beam and girder or panel construction, locate sprinklers in the bays rather than under the beams. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Viking ESFR Pendent Sprinklers are to be installed in accordance with the latest edition of Viking technical data, the latest standards of NFPA, VdS, LPCB, and any other Authorities Having Jurisdiction, and also with provisions of governmental codes, ordinances, and standards whenever applicable. Page 6 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikIngcorp.com Visit the Viking webslte for the latest edition of this technical data page: www.vlklnggroupinc.com - :•. . , .' elf...... - ethr,dints,u,.th - - -' Apruv4t Chart (1M) ,'° rFF i tFtltll)UrVli1U a( - là)ftrrI,fitI. .4 lf. e ' - 'rc Maximum ITt P31(12 Ipa") WWP1,0 e A11,m'tonntCdmrleqtgk.ir, - Base Part'Tf SIN Thread Size Nominal K-Factor Overall Length FM Approvalsur U.S. metric' Inches mm Number' (801cr also to Design criterlo below.) 12080 VKSIO l"frlPT 25.2 363 3-3/16 81 1 Al 12200 VK510 25rrrmBSP 252 363 3-3/16 81 1 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 part number, refer to the price tat 'Metric IC-Faster measurement shown is when pressure is measured in bar. When pressure is measured in CPa. divide the metric K-Factor shown by 10.0. This chart shows the FM Approvals available at the time of printing. Other approvals maybe in process. 'FM Approved as a quick response pendent Non-Storage sprinkler and also FM Approved as a quick response pendant Storage sprinkler. Refer to Design Criteria below. (Aba refer to Approval Chert 2 b.-:) FM Acrirroval Requirements: Sprinkler VKSIO Is FM Approved as quick response pendent Storage sprinkler as indicated in the FM Approval Guide. - For Specific application and Installation requirements, reference the talent applicable FM Loss Prevention Data Sheets (including Data Shears 2-0 and 8-9). Sprinkler /11(510 is also FM Approved ass quick response pendent Non-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 Sheet 2-0). FM Global Less Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing. and deflector distance below the ceiling. Note: The FM tr,ntaiiatlon guidelines may differ from cUbs 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 2-0 and 8-9, applicable standards of NFPA, and any other Authorities Having Jurisdiction, and also with provisions of governmental codes, ordinances, and standards whenever applicable. Form No. F_100102 16.06.30 Rev 16.1 Replaces Form No. F_ 100102 Rev. 15.1 Form No. F_100102 16.06.30 Rev 16.1 (Updated ANSI WARNING and NOTICE formatting; Added CCCF approval) 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 CA 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 water discharge 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) 13' 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 BULB COLOR TEMPERATURES NAPA. MAXIMUM CEILING TEMPERATURE ORDINARY 135 P1155 F 5F6aC7 ORANGE/RED 100 F 38°C INTERMEDIATE 175 F/200°F 77 CI93 C YELLOWIGREEN 150°F 661C, HIGH 286°F 141C - BLUE 335°F '501°C EXTRA HIGH 380°F 182°C MAUVE 300°F 149°C ULTRAHIGH - 500°F 260°C BLACK 475°F -248°C APR 2017 GFS-100b (Formerly A-65) STANDARD RESPONSE AUTOMATIC SPRINKLERS GL SERIES UPRIGHT PENDENT VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) SPECIFICATIONS [INOMINAL °NT FACTOR THREAD SIZE LENGTH FINISHES 1 . 2.8140 Rebel 112°NPT 11S°'°el 2,114'(5.7—) Facto,y 8,e,ue 42 (60 Ieet,icl 1/2T4PTll5eloe) 2 /4(5.7c00) Ch,O,eo 5.6180 n,et,icI 1/0°NPT 115',reI 2114° (5.7ee) Wilile Polyester' 8.01115 n,eSIRI 1/2°NPT (I 5.m) 2 1/4° (5.7°n') Black P8yeNIoP° 8.01115 eetdul 314TSPTl20evet 27/16° (6.26/n) WOo Coated'-'' NOTE: METRIC CONVERT ONSUREUPPROXIMATE. 'AVAILABLE AS CULuN LISTED COROSION R,...,ISTANT WHEN SPECIFIED ON ORDER. 'HORIZONTAL SIOEWAI.L 102 H/tV. Eo2I COATING 501.4, LISTED UP TO 200°F (93°C) ONLY. 'FINISHES AVAILABLE ON SPECIAL ORDER. A PPPOVAI •c TEMPERATURE IN - - STYLE MODEL FACTOR HAZARD' RULoN FM LPC CE 130°F 150°F 175°F 200°F °286°F "360°F l57'Cl (68°C) I79°CI (93°C) (141°C) (182C) 0L2861 2.8 LH X X X X X X X - - - X 0L4261 4.2 LH X 5/ X X X X 5 - - - X UPRIGHT 0L5661 5.6 ALL X 5/ X X X X x X 5/ X X — 0L8161 GL8164 80° 5.5 ALL ALL X X X X S X X X X X X X X X - X .-- X - X X X 012851 2.8 LH X X X X X X X - ... -. X PENITENT 0L4251 4.2 LH S X X X X >1 X _. ... X RECESSED GL5651 5.6 ALL X S X X X X X S X X S PENITENT 0L8151 8.51 ALL x X 11 X x 51 X - -. - X GL8156 6.5 ALL 51 X S X x X X 5/' X X X VERTICAL GL5675 5.6 LH X 5/ X X X 5/ 5/ X - -.- - SIDEWALL' 0L8176 85 UI x X X X X X X -. - - - HORIZONTAL GL26705 2.8 UI X X X 5/ X 5/ - -.J - x SIDEWALL GL42705 4.2 UI x X X X X X X - RECESSED 0L56705 5.6 LH/OH x X 5/ X 5/ X X X HORIZONTAL 0L5671° 5.6 LH/OH X 5 5/ 5/ X X - - SIDEWALL 01.81715 8.0 LH/OH S X 5/ 0 X X S - .- - CONVENTIONAL— 0L5688 5.6 LH/OH X X X X X X (OLD STYLE) GL8169 8.0 LH/OH X X X X X X 'SPRINKLERS SHALL BE Lo,,ITES AS PER THE REQUIREMENTS ,,, NFPAI., AND ANY OTHER .,ULATRC, DOCUMENTS. °6k,,SS FI,.46 L.,..I.V WHEN RECESSED SHORIZONTUL SIDEWALL cUL,s LISTED FOR DEFLECTOR 4° 1012' BELOW THE CEILING. FM APPROVED 0° TO BELOW THE CELING. —NO FM APPROVALS FOR RECESSED INSTALL IN ACCORDANCE TO 6S5356 6/40 MIT OThER RELATED DOCUMENTS. "NO FM APPROVALS SPENOENT VERTICAL SIDEWALL OULSO LISTED FOR 6MIN. SPACING. OR ORDINARY HAZARD TUPRIGHTVERITCUL SIDEWALL CLJL,,H LISTED FOR 0 MIN. SPACING. LH: LIGHT HAZARD 500°F I260°CI AVAILABLE UPON REQUEST WITH NO APPROVALS. ALL: ALL HAZARDS °IITNPT; REFRO.FTEONLV ORDERING INFORMATION GLOBE® PRODUCT WARRANTY SPECIFY Globe agrees to repair or replace any of its own manufactured ° allanilly- Model . Nowbo, Style00900 Thread Size products found to be defective in material OT workmanship for a ° Tewpe,ulure - F/nicE desired 04011Db - Wronch0N/R0UeU50d wrenUheR. period of one year from dale of Shipment. PIN 325390/325391 I1/21: PIN 312366/325401 (L.0.) For specific details of our warranty please refer to Price List Quantity ProtectIve COPH- PIN 327109-CAP (Fr/OUcH Fit ReHoHHR4) Terms and Conditions of Sale (Our Price List). 4077AIRPARK DRIVE. STANDISH. MICHIGAN 48658 GLOBE 989-846-4583 FAX 989-846-9231 FBESPRiRIO.ERCH0008.ITIES 1-800-248-0278 www.gIobeNprinIIJo,.com APR 2017 PRINTED U.S.A. GFS-100b (Formerly A-65) GL&;BE FIRE SPRINKLER CORPORATION CROSS SECTION GLUBIE P1116 SF186011.58 CSOPOVATt0W NOV 2016 ORDINARY HAZARD EXTENDED COVERAGE AUTOMATIC SPRINKLERS FIRE SPRINKLER CORPORATION MODELS GL 1121 & GL 1113 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 ORD1NARY 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 Adoft, deflector style used. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Ratings - 155'F (68'C), 175'F (79C), 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) GLIII3 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 SPRINKLER BULB COLOR N.F.P.A. MAXIMUM CEILING TEMPERATURES TEMPERATURE L ORDINARY ISSF 68C RED INTERMEDIATE -175TE1200P 7HTC/83C i YELLOW/GREEN - 150F HIGH 286F 141*C BLUE 225F iorC NOV 2016 GFS-255 (Formerly 5-79) EXTENDED COVERAGE ORDINARY HAZARD ExTRA LARGE ORIFICE AUTOMATIC SPRINKLERS MODELS GLII2I & GLIII3 UPRIGHTS PENDENT • PENDENT RECESSED SPECIFICATIONS AND APPROVALS NOMINAL K"FACTOR I THREAD SIZE I LENGTH I FINISHES I cULus I Factory Bronze 11.2 3/4'NPT 2 7/16 I Chrome (160 rnelric( (6.2m)White Polyester' I X (20-)J Black Polyester'-' 'FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULue LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. CULUS LISTING DESIGN - USE REQUIREMENTS FOR ORDINARY HA7ARr) ONI y TEMPERATURES MAX. AREA OF ORDINARY GROW' 1 f ORDINARY GROUPS ISITF IISF 2OITF 206F MW. NUN. r MW. RESPONSE SIN MODEL STYLE COVERAGE I68Cl (TITCI (93C) I941C) /Ei/STh,W1OTH uw.,o,,, PRESSURE P1.0W PRESSURE I FLOW o.zocmc os.rse I I3L1121 UPRIGHT QUICK RESPONSE X - X - I4(4.3)x 14)4.3) 7(.48) 30 (114) 12(63) 39(148) PENOENT GL11i3 RECESSED PENDENT - - - - G11121 UPRIGHT 16(4.9) e16(4.9) 121.031 39 (14B) 21(1.45) 01(193) STANDARD RESPONSE S 8 X X - _______________ PENDENT ___________ 19)S.5)sie(S.S) 19(1.31) 49(195) 3412.341 65 (246) G11113 REUSSSEO PENDENT 20(6.1), 20)6.1) 29(2.0) 60)221) 51)3.52) 50(303) NOTRI METRIC CONVERSIONS ARE APPROXIMATE. SPRINKLERS SHALL BE LIMITED AS PER THE REQUIREMENTS OF NFPAI3 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 CRITERIA ARE STATED. MINIMUM DISCS/ACE BETWEEN UPRIGHT SPRINKLERS (0L1121) IS 11 FEET (3.4 METERS). MINIMUM DISTANCE BETWEEN PENDENT SPRINKLERS (01.1113)ISO 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 - PIN 333011 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 date of shipment. For specific details of our warranty please refer to Price List Teens and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE. STANDISH, MICHIGAN 48658 989-846.4583 FAX 989-646-9231 1.600-248-0276 on.w.g)obesprlekler.corrs PRINTED U.S.A. 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 2 1/2 2.875 2.705 2.635 2.469 1.66 1.00 3 3.500 3.334 3.260 3.068 1.00 1.00 4 4.500 4.310 4.260 4.026 1.00 1.00 * Corrosion Resistance Ratio Ts 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 Victaulic5 FlT Fittings in plain end applications. Lightweight - saves shipping costs, and offers easier handling. Can be used with roll grooved couplings or welded outlets for pressures up to 300 psi. Floor stock available in various lengths produced in Casa Grande (AZ), Gerald (MO), and Masury (OH). Also can be ordered In custom lengths.. Can be used for wet and dry* systems. - * Eddy Flow can be hot dipped galvanized to meet FM's requirement for dry systems. PIPE PREPARATION For proper operation, all pipe surfaces should be cleaned prior to installation. In order to provide a leak-tight seat for the gasket, pipe surfaces should be free from indentations and projections from the end of the pipe to the groove. All loose paint, scale, dirt, chips, grease, and rust must be removed prior to installation. Failure to take these important steps may result in improper coupling assembly, causing leakage. Also, check the manufacturer's Instructions for the specific fitting used. () BULL MOOSE TUBE COMPANY AcE8B company 1819 Clarkson Road Chesterfield, MO 63017 (800) 325-4467 FAX: (636) 537-2645 www.bullmoosetube.com e-mail:sales For additional information, c®us AftA contact your salesperson today at LISTED (800) 325-4467 or (636) 537-2600 In the USA, or from Canada call (800) 882-4666 4<a> AP#OVED All information contained herein is accurate as known at the time of publication, Bull Moose Tube reserves the right to change product speciflcall005 without notice and without incurring obligation. 8/08 A Lightweight Schedule 40 Replacement Pipe That Has a Corrosion Resistance Ratio of 1.0 Bull Moose Tube Company has been making pipe for a long time and is recognized as a producer of quality pipe products. Eddythread 40 is designed with the same thoroughness as our other fine pipe products and now our customers have an option to buy a carefully designed replacement for Schedule 40 that: Has a Corrosion Resistance Ratio of 1.0 Has a Pressure Rating of 300 psi Is Lighter Weight Than Schedule 40 Is Approved by Factory Mutual and Listed by Underwriters Laboratories Is Produced in Accordance to ASTM A-135 and A-795 Can be Used With Standard Schedule 40 Threaded Fittings, Couplings and Valves Is Produced From Steel With Excellent Properties of Strength and Threadability Can be Used in Wet, Dry, Preaction, and Deluge Type Sprinkler Systems* Offers Lower Freight Costs EDDYTHREAD 40 SPECIFICATIONS . • ., NOMINAL PIPE EQn) WEt (Ib/ft' iD(ii k. BUNDLE$IZE 1,461 1.083 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 dry systems 1819 Clarkson Road For additional information, U' Chesterfield, MO 63017 contact your salesperson today at C . US A 6 BUU.. MOOSE TUBE COMPANY (800) 325-4467 (800) 325-4467 or (636) 537-2600 LISTED FAX: (636) 537-2645 in the USA, or from Canada _______ www.bullrnoosetube.com call (800) 882-4666 FM A company e-mail:sales(buIImoosetube,corn 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/ Fire & Building Products Technical ServIces: Tel: (800) 381-9312/ Fax: (800) 791.5500 www.tycO-tire.corn Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General Description Afr1%- YL See fltnv Protechon FM OuterriltatS000tlor Prescore Plato5 and L.5beAP11Ovot hdOnnOotor fl gposirlesengdpntby firmly gripping along the circarrrlereree 01 the pine grooms. Rid ceeprasys are preferred 28 dry ptpe and bWp1cat28s. Agora 772Riset Couplings r are aprouro depoolable method 01 loarang pipe and arear80)(wim1amral28toweldbW.000adhrgor rgdeSebleorpresxaesvplo565psig (30471dr11)delaxldi5000pipesmnearvlonllthidorx:S when used in tire protection 50*5. RIgMCwWISgSOumnenrtor&ypra2w1 hem oppticatios. WAal lIre Rpuon 772 kkjil Crxiplinp deoorbed Itomir ,rrmthl!o/are/oma/n*5rcn,npltiorxodth ofttnttoixralHeeRuza2tiatAonovivtovnbradrl28rr to 28 .tthedn,ds of any euler aedroelins Fovivy jurtoiic$iers Failure to do so our impair tim pe,uxoouthlsduviea The outer is rosporrathin 28 nra.krlainbrg ernie tin pvtrlestblsystem and devices in Pow ryrora/ny cmnLl&ev The ktstalttirg onroaclor or sprinlder eranuooe01etr.01buonnladedmr/ttrarg'qr.ro Technical Data Figure: 772 Si.oce1W- 12* Approvals: UL FM. PLC. rodS, and LPCB: See Are Protection Submittal Sheet for enact Lioling/Approvai information. Housing: Ductile iron conforming to 85101 A'538. Grade 6545-12 Penioctien Ceelinme Non-lead orange paint .1501 brigade red (optional) non-lead paint -Hot dipped galvanized centorrnirg to 05101 8-153 8eltlNeho Track Head Bolts - conforming to ASIM A-133, Zinc Plated. (Min. Tensile 110,650 psi1758.422 kPa) Metric - centonrdng to OSTM P56801 Gasket (speedy when ordering) Grade 8 EPDMA violet color cede abioittoo150-F(66C)lorlirepmleclioe systems. Not recommended for hot water lri-seal(GradeT'EPDM).grnencolorcode toe use in lIly pipe orlroezor systems. Preluttncaterl (Grade 8 EPOMA) (See Data Skeet V/F1695 for aid In selecting proper gasket) Ordering Procedure When placing an order, indicate the 1st product eamo.Pleasespecilythequantity.figureouorber. type 01 gaskK Grade A EPOMA. PnoluSrltod (GrodeAEPDMA)oeGradeEEP0MTri-SeaL and vis. and 001cr products are available throughout the US..Ga.arblleloenalirootty.ltrrrerghanetwrrrlr oldistribulioncentemYou ntaywriledrrectlycrcat 215-362-0765 lot Ore dislitburor nearest pus. Care and Maintenance 1110 caller is responsible for the Inspection. testing, and maintenance 01 their lire protection system and devices in accordance moor the appbeableabrrterdsntolefiatiorratFrreProteedon 9550c1a1i00 (e.g.. NFPA 25). 111 add/ion to the standards 01 any authority leaving jurisdiction. llreirrslatlbrgcorrbaclororprodvclrrrauvlactvrer should be contacted relative to any questions. Any tinpainn(frt Must be Immediately corrected. It is recommended that automatic sprinkler systems be inspected. tested. and maintained by a qualified inspection Service. Limited Warranty Products 0100r881a01 by Tee Fun Products am eorravedncHe/tnnraeatot&netOrtor(10)ynes 10rvedpr0p0tyisa8444028rbu56u.mernonrrd rceednov281licoon2rrnde0relo1(10)years from thto01 shipment by Type Are Pledt 181 warranty is given for products or components narrate aedbycmrpsilesrndaittethtbyoenoatrty oithTycoleFieatiixtmnprealtxihardanrgrraurrts 0m08o1 or repaid it accohlance odOr apotooairlr Standards olthe FloobuvI Fire Proteclim Association (GFPA).ar88rnester00 ut standards of Fthmbrg .brbeiidioi. hthtmizls loud 191 Type In Products to to ddecliue stern to doe tV/aid or reotTywArePIodrdecpBot Tyw Eon emerns,eorammizesalrypnscrt terrrelor6.8tyooroeOlmlrarn0*nvdth tra sale 01prorti88or part 01products. Typo Fire P8888tireSrtc4tororddetorsp/i1derpalon design mrrasorioaleor incomplete information sgrIOgr6rnror&qra'slgrmnorta1lms Pt NO EV84T 511211 TYCO ARE P0131183565 P8012 P4O31tR4CT.1tBT.STlT1inatUlYOH tCiOo626rLM1Eb1OL48060ie2 REGORIXLFV/E1}681'r'UJA65PRLU.lC1S wySp66epu90y50JrtyE8UIY0r51221 0rlMO AND 8.90 EVBIT 844117103 ROE PRODU=LIABILRYSCEEDANANIOUNITEGUAL 101144StL65PR Page 1 012 July 2004 TFPISSO Pego2ei2 TFPSOsO Figure 772 Grooved Coupling Bog - Maximum available gap hormone pipe ends. Minrererrr gap 0. blavrrnom pressure and end load ore brat Irene 00 leads basolton standard weight steel pipe. Prescore bertrrts end end loads may critter on oltror pipe materials and/or woo didv005u. ConlaebTyran Are ProductsIre details. See flre Protection Eqrdpe,ent SubmIttal Street for Linen9 and Appnenrd pressure torlrrgs. Gust colon Coded 010010 belt sizes are evaleble upon request C Man End Gap In for so 9100000 standard woiglo pips V/Inns for roe grooved pipe will be '5 that or ma groused. ROmeo 772 Rigid Couplings have an Anti-Rolatiuo Feature of syrippmq reerrr along the coupling keys in vines 1W. 4. which make the Ivigoro 772 perrecrty salted 101amr user installations where the livelihood of rotation 10 greatest, This feature reap olive ore needed extra hangers to supoorr lIre arm over doe to krneoasod rigidley, and grrpetrrg borne saslrsg nero and oust General Sores: 015 Ore Oeiogrrerle renporriobiuty, to select products satiable for the intended service am to ensure ISO erat pressure totings arId performance data is not eiweedod. 0/ways road and understand the tirslatlarinlr 9001 insbro000rss 111-1-1094. Senor morose any piping oempoeord on Correct or erode5 any pipIng deeelendes without Fest depressorraino and druieisg the syotnen. MaterIal 0101 goober uetentluo should On nerilled to be eernpatlble to, tIre seethe application. Certified Company TYCO FIRE PRODUCTS. 451 Nerds Caroron Avenue. Lausdale, Penncybvania 19906 Printed U.S.A. . 7,5 5 Pipe Mon.$ End Gap Max.t Pressare Max.t End Load Nnnrinal Dimensions . Net Wt. 0.0. A B C Size Inches Inches psi Lbs. tnci1es Inches Inceres Sore mm mm kPa N mm man men - Kg. 1.680 0.00 300 649 2.75 4.36 1.81 W 02W 1.0 42.4 1.5 2.068 2,887 69.9 111.3 48.0 Mi0re57 0.5 irs- 1.900 0.08 000 1.417 3.00 4.62 1.81 95'XS'/m 1.0 48.3 2.0 3.447 6,303 762 117.3 46.0 Ml0ar57 0.5 z 2.375 0.13 500 2.214 3.41 5.12 1.88 We2'/o 1.5 60.3 3.3 3.447 9,848 88.6 130.0 47.8 Ml0x57 0.7 2W 2.875 0.13 500 3.244 3.91 5.63 1.88 %a2W 2 73.0 3.3 3,447 14.430 99.3 143.0 47.8 Ml0x57 1.1 76.1.... 3.000 0.13 300 2.120 4.19 5,72 2.00 M10x57 2.6 76,1 3.3 2068 9,430 106,4 145.3 50,8 1.2 3.500 0.13 500 4.808 4.63 6.25 1.88 W 0 2'/. 2.6 88.9 3.3 3,447 21,387 117.6 158.8 47.8 M10x57 12 4.500 0.19 500 7.948 5.81 7.50 1.97 Wx2'/. 3.5 n14.3 4.8 3,447 35.353 147.6 190.5 50.0 M10ue57 1.6 139.7... 5.500 0.19 300 7.127 7.02 9,72 2.06 M16u83 139.7 4.8 2.068 31,701 178.3 246.9 52.3 34 5.563 0.19 300 7.288 7.09 9.71 2.04 W w3W 7.5 141.3 4.8 2.068 32.417 180.1 245.6 51.8 M16x83 3.4 1551 6.500 0.09 300 9,950 8.09 10.53 2.13 01' 83 7.6 - . 165.1 4.8 2.080 44.250 2055 267.5 84.1 reX 5.525 0.19 400 13,782 8.09 10.53 2.13 Wx3'f. 7.6 168.3 4.8 2,758 61.302 205.5 267.5 54.1 M16x83 3.4 6.625 0.19 450 26.278 10.56 13.56 2.62 Wx4W 18.0 219.1 4.8 3,103 116,885 268.2 344.4 66.5 MSOX 121 82 10.750 0.13 250 35.679 12.84 16.41 2.62 IXEW 24.6 273.0 33 1,724 100,876 326.0 416.8 66.5 M24ve 165 112 12.750 0.13 250 31.903 15.41 18.84. 2.62 16W 42.0 323.9 33 1.724 141.905 391.4 475.5 66.5 M24x 165 19.1 tqco/ Fire & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.lyco-Ere.com Grinnell Grooved Fire Protection Products Grooved Fittings General Material: Limited Cast Agareer2O1.210,219,250,260, SDI. 510, Description 519. 51000. 501S. 5105 and 519S- Warranty See Are Protection Ductile tot conforming in 65111A-536, Pneducts anutactorlll by Tyca Are Products are soonrirral street Grade 65-45-12 solely to the original Bayer for tern (10) i1 [111) p Fabricated SteeL Figures 391. 392.393. 312. Llsti years against defects in maienal and workmanship ngfApprovd 313. 321,327,341 and 350- Carbon Steel, when paid forand property installed and maintained totom,aueo (Sines 1/' - if are Schedule 40): under normal use an service This watrao will(Son 0' s - 12' are Schedule 30), orn ten 10)ymrshnm date olsHpoondEyTyco conforming to ASIM A-53 Grade B yisginnnforpmdrttsor Thegm fitlingspronfdeanenonomical PmteclivnCoabogsz components manufactured by companies not andefficientreethodotcinaeegwgdirection. - Non-lead orange paint anyOWrursiripwthTymtrrnPrudUCtSorlur addling a,, outlet, reducing, or capping - Fire brigade red (optional) non-lead paint pedrxsandonmpnrhioneoeensuigect grooved piping systems. Grooved fitbngs 'Hut dipped q&foaozed conforming tol,STht be misuse. are available in durable ductile iron or 5-153 ,ave not been itot3l rriootainwJ, modfieol or fabricated Steel as indicated. Mote: Figure 5105 and 5195 linIngs are Ordering Ore National Am Protection Association (NiPA). special shed radius fittings with smaller center to end dimensions that, standard Procedure waiforthofaryoSrAuThont6sFasirig oisdistiurL MateriaitloundbylycelhrePrtxbids grooved fillings. Depending on the sloe and When placing an order. indicate ft full product tebedefrctiuesto0beetiberrnyairedorrrph,ar coupling used, theremay beloterloroncenat narne. Please syocifythequantity.lignrenumber, Tyco freProrfnrcts'soleeption. Tyco5roProdrzts the boll pads Mat reqrilrernpnsitlonlngelthe wa06r1c1oressand sze neither assumes. our autlnoizes wig person to c000liog orIentatIon. The one 01 flange Grinnell Groaned Piping Products, names. wnorneforitanyottmrobtdohncuneecIlenwith adapters is not recommended with Figures accessories and other Products are available Ousateofproche.Isnrparts of products. Tyro tIre 5105 and 5193 fillings. Contact Tyco Fire througbauttheU.S.,Caoada,aodinterrrationaliy, Poodrxlssba8rothernsporothletorsprinWatsystorn Products for details- through a network 01 distribution centers. You desigoerrnrseriruroJeorinenmpleteirfornretiorr WARNING may write directly or cat 215-362-0700 for the supplied bpsay'erorBrge"s representatives. floe Attiogs deso'ibed herein must be installed distnibutcr nearest you. IN NO EVENT 514011 P1CC ARE PRODUCTS BE areimuiotairrediooemplisncoorithttiitdoainneo4 LIABLE IN CONTRACT, TORT, STRICT LIABiUlY as eIlas with Ore applicable staaabnis 07 Care and o oi ANY OTHER LEGAL THEORY, FOR tbaooraiRre Protection Associtfrorir i,raddno INCIDENTAL INDIRECT. SPECIAL OR on Maintenance to the standards of any allnOr authorities baring jurisdithorc Failure to do so may impair the line owner is responsible for the inspection. LIMITED TO LABOR CHARGES. REGARDLESS OF performance alibis device. testing, and maintenance of thoirfon protection WHEIHBI1YWRREPR0000ISWPSIP00RMtI) floe owner is responsible for maintaining their system and deonces ti accordance with the ABOUT THE POSSIBILITY OF SUCH DAMAGES. So protection system and devices in proper appicabfosiandardsottheNatinnitPienPeotoction A1IDINNOEVBJTSIIALLTYCOAREPRODUCTS' operating corrdilioa Theirretallingcontractoror Association (e.g.. NF1'S 25), is addition to the LIABILITY 6)0:00) AN AMOUNT EQUAL 113 THE sp7oldernoanuiactorershouldbec000acmdio'th standards 01 any authority having jurisdiction, SALES PRICE any questions.itwirnstafliogconsactororprodoctrnanutactrirnr 71 NGWNIN4RYB9INrW,ND(Dv should be contacted relative In any questions. ANYANGALL 017Et I60JBt4Il1tRNL0l Technical Anyimpaimoenlmust beinnmedisteiycorrncted. IMPLIED, IICWOfwN WARIN4NIIES OF It is recommended that automatic sprinkler MERCHANTABILITY AND FITNESS FOR Data systems be inspected. tested, and roainlaieedby PN37A.ARPtAM6 Approvals: a qualified Inspection Serviuc UL Rd. ULC. VdS,arol LPCB: Bole: See Are Protection Submittal Street for roast Listing /Approval intormation. Page 1 of 6 Smptonnber 2004 TFP1810 Page 2ul6 TFP1810 Figu s 201, 210, 219, and 260 Figure 210 Cret-f r- 572 Figure 260 Figure 219 r 159.0- I 1A 10 3.3 615 159.0- e -a-.aoe..Ie,nosnenn,50. nvo.erew ems vane,, Poe,v& Fowth.enqm.ne.du,e,nd.m.asee,S,,ne,ei,nnoe,,w.ç 500a. tot mn 0e' r- ruse.. sown n.e las - Ftns,o.,Ms',no,w.tnnwdme nmt Fe.'m Sic Friction Ronemeen ERSts5ed as Equivalent Srraiett Plye) Size en Feet Feet Feet Peer Sindies Mete,, Metre' Meters Meteor 4Z4 n-n 0.6 - 0.3 g- 1.5 t.0 06 T 2.3 1.2 5.8 23 48.3 0.7 0.4 1.8 0.7 ST 05 tt '0:0 3.2 60.3 1.0 0.5 2.5 1.0 05L so o:o TRST 3.9 73.0 t2 0.6 20 Il 4.1 23 10.3 4.1 1.2 0.6 21 r2 88.9 - t.5 ff5' 0.7 i5' 3.7 1.5 'Eli 2.0 0 1.0 5.0 '53' 2.0 tg- - 10:5' 114.3 2.0 1.0 5.0 2.0 - 1)3.0..,. --W- 2.4 5' 1.2 6.1 tO' 2.4 139.7..., 0.0 4.1 20.0 0.0 2.4 1.3 01 2.4 -5- to' 'ST 36 141.3 2.5 1.3 63 ZO - to- 4.0 TO 9.0 2.9 1.4 72 2.9 - 165.1.,. 'r 4.0 TO '03' Z9 t.d 7.2 2.9 _li_ 160.3 tO' 3.0 S- 1.5 103' 7.6 tO' 3.0 216.3.,. 4.0 2.0 10.0 4.0 lOT t5 TOT 2tA1 4.0 2.0 10.0 4.0 10 iu.S 0.3 41.3 10.5 273.0 5.0 Z5 12.6 5.0 12 lO tO' TRT 323.4 6.1 2.0 15.1 6.1 FIgu 201 Flgue, 210 Figure 219 FIgure 2602 - 45 61505, 00' 6)50w Tee 654 Cap t15atg:Wj,SECtotWt.Inies Lbs.Indies noIre, Lbs. inches Lbs. r E4~ VA* Figure 201 1 1h, ass 0.6 mm mm mm Kg.135'0.9335' o:c 1.4 0:00'o:*44.5 0.469.9 69.90.6 22.4 0.2 2.2 e NsnflOi 015S ASTINL 015S R K s too-1.044.5 0.569.9 69.90.8 22.4 0.3 ;-0 too-OAR50.8 0.882.6 82.6 0222.40.4 ssso:o-ops 380:5721.095.3 953 20214 0.4 305'035'"ifS-OAR 1.1 57.21.0953 95.3 2.6 22.9 0.5 0 53' 305' 'TOo- 3S- 380: r.i 63.5 1.6 108.0 2.0 008.0 3.2 2 . 4 05 300' '03 375' 83 'TOO' 73.0 2.5 0207 3.9 120.7 5.2 - - 2 11Z lox - 0 to 300' 03 '010' T38 tO" 70.2 2.4 127.0 3.9 t27.0 5.4 25.4 12 -- 305' 826 3.5 133.4 5.1 132.4 4.8 - - 1m 3 Sm 5- 113' toO' 'T30 020 S- 826 3.5 r387 S.f 135.7 6.9 214 2.1 - 3 '63 3 'C 'T13 150' tO 2 hi Run 16S.Imm 26.0 1.00 5 82.6 3.9 139.7 6.1 139.7 7.7 25.4 Z3 tO" '0 - 88.9 5.4 152.4 6.6 152.4 6.3 - - '10' too- tO" 889 5.4 168.1 8.4 $65.1 11.8 25.4 34 330' tO" tO3' too- 0' 80.9 5.4 t65.1 8.4 065.1 I nIB 25.4 3.4 216 425 '00:0" 575' t:o- '175' t '0:o- - - mw 1080 I 0.4 196.9 18.6 196.9 ( 204 - - . 425 Z3.0 7.75 20 265 too- r 's to r roo.o tp.4 196.5 16.6 196.5 ( 20.4 30.2 5.8 30.4 31.8 3 - 305' tOO' t 33 775 - 120.7 14.1 220.6 27.2 228.6 ( 3.2.7 31.8 9.1 - -- 0 - 296.01 L 163 375 40.0 1650 675' tOts0:o- 'ios :o- Page 3ol6 TFP1el0 Figures 501, 510, 519 and 51 ODE IMF Fe~ -C.E C.E Figere 501 Figure S10 F.gwo 579 Fig-5100E Figures 501S, 510S and 519S Figsre501S FigoroSloS" Figure 5192" AgmeSOlS FlgseeslaS Figure 519S 42" DOom 90 Elbow lee C10F .5995 Wt C10L P75L Inches Lbs. Inches Lbs. Inches Lbs. Isle _55 Inn, F22' 55 1.8 2.75 1.5 2.75 2.1 50.8 0.8 69.9 0.7 69.9 1.8 225 3.80 325572 1.0 76.2 1.8 762 74 3.Z i 2.3 3.00 3.1 572 7.0 76.2 1.0 762 1.4 -- -I- " z 3M - 63.5 7.6 85.9 1.3 85.9 1.9 - 325 50 - 50- -zr- 762 24 101.6 2.6 181.6 3.5 325 3.Y 4 3. 425 W 139.7_ 82.6 3.5 724.0 19 124.0 5.4 -- S. 325 U-5 4.88 4.88 82.6 3.9 724.0 3.9 124.0 5.4 - _75_ - - 520 889 5.4 739.7 50 139.7 6.8- 5 S - 5 .50 is 165-1- 6 88.9 5.4 139.7 5.1 139.7 6.9 GZS 70.4 174.8 10.6 1742 742 "IS FIe,.S1Ol SIne ..aa n,ele.Is.nn, II durems ISIS.59wmoo70,1n,.on,ees.g..Isnonas..&o.a.sesne - - .u.leoo*le Fl.m11flnu51I5Clth .CuO.dhc. F.Pd..55,d0.&. 1.75 r 139.7- 41 20.0 12.0 s 3 T 2.50 315 4-5 2-34 5.2 S. 13,4 . FIgoe501 Flgureslo Flgs7u519 Figlcn5100E 45Fl50w goFlbom "E Too 92" D,nm Elbow pps. w W iE 5W cros. " W" SIze IncIws Lbs. Inches Lbs. Inches Lbs. Inches Inches Inches Lbs. mm KG. mm K8 mm 50. mis mm mm 44.5 0.9 0.4 69.9 ID 0.5 5.7 5 69.9 IA' 0.6 - - - - _j 1/, i.i 2-75 12 2.75 - - - 44.5 0.5 69.9 0.5 69.9 0.8 2" S 3 5y - - - - - 50.8 (7.8 82.6 0.9 82.6 12 3.70 75 2'12 572 1.0 95.3 1.4 95.3 2.6 953 50.8 69.9 72 - 425 -- 425 _7_ 425 75_ _7_ 83.5 7.6 708.0 2.0 108.0 32 108.0 59.4 69.9 1.7 - 525 S:7 - Th 762 2.4 727.0 3.9 127.0 5.4 127.0 23.4 68.9 32 -325 53 520 722520 W 82.6 3.9 739.7 6.1 739.7 7.7 139.7 85.9 69.9 59 320 V 2S" - 75 2" 88,9 5.4 165.1 8.4 765.7 71.8 1651 996 699 67 708.0 70.4 796.9 16.6 196.9 20.4 196.9 725.7 69.9 11.9 Fncbon Resistance SM. 5( 05 & 8795 (Expressed as EqoInuleni SIruiigt Pipe) SIze 92" 42" Branch Run Inches Feel Feel Feet mm Mr100 Meters Melmr Mete 8.0 32 60.3 7.0 0.5 25 1.0 3.9 58 730 12 0.6 3.0 12 5.1 103 7.2 0.6 21 72 4.9 2.8 1 4 88.9 1.5 0.7 3.7 7.5 ss 174.3 2.9 1.0 5.0 2.0 8.0 8.0 24 1.3 61 24 -s-- - - -ss s 147.3 2.5 1.3 6.3 25 9.5 ~4.823.8 9.5 2 Z95. 9.9 188.3 3.3.0T 279.1 4.0 Page4076 TFP181O Figures 250 and 350 Figure 250 Cast Fub,1ce1.od FIgure 250 Fabricated Sizes S' to 12" .bas...es.u.e..neeal no, so, 71,10 IsO Cl. - -- 50uromoocnnwt o,041m0oo,7cn 390 Fs1cI90 ADA CAP® 5 4.3 to E~nd WL Patented V. .12 . Flo5res0 end 350 Coecufllric - Rodscor-G,ncno e Groove - Ncm'mal K to E 8990.991 Nominal E to K zoOs. WL 6069501 0700 mops. WL Si.. Inches Lbs. Size Inches Lbs. size Inches Lbs. inches mm inches mm K.O. Inches ,om KG. 2n 17. 2.50 1.0 350 4.2 • 4.00 5.8 635 0.5 '139.7- 88.9 1.9 100.5 Z5 2.50 1.3 . 3.50 4.4 5.00 122 25155 535 0.6 889 2.0 802 1270 55 - '21A , 25o2 250 1.2 3.50 4.6 5.00 12.1 535 0.5 Sniri 7 802/, 727.0 5.5 2.50 IS 13 9 .7.3 330 4.6 5.00 123) 761....nlh 60.5 07 Ss2 559 27 8o3 727.0 5.5 2.50 1.6 3.50 4.5 5.00 11.9 76.1...52 53.5 0.8 5s2/. 809 20 604 727.0 54 2.50 1.3 3.50 4.4 b.00 113 391/. 535 0.6 5,3 88.9 50 727.0 Sr" 230 13 . 3.50 43 5.00 10.8 3074 63.5 0.6 88.9 20 127.0 4.9 250 13 4.00 5.5 . 00 21.9 Fig.. 350 '165.1- "352 63.5 0.6 165.1..c3 707.6 55 1054 152.4 70.0 6 *37tDo 2-0 5-6 6-00 3.00 7.5 - 4.00 6.0 6.00 21.6 Sizes 2" to S" _________ "30S/c 762 0.7 IBS.1....n4 101.6 27 1055 1554 98 "3076.1,.. 19515139.7. 4005 10,76 4 1.1 2-5 9.6 3.00 22 '6 4.00 6.0 6.00 19.5 76.2 7.0 602 701.5 27 1008 1524 89 3.00 2.3 4.90 6.0 7.00 28.0 75.2 7.0 6524 101.6 2.7 1284 777.8 72.7 3.00 2.3 16 4.00 6.0 7.00 35.0 452 752 7.0 6076.1_ 701.5 27 1206 177.8 13.5 3.00 23 4.00 6.0 2.00 20.0 402/, 762 7.0 6u3 101.6 27 12u8 177.8 12.7 3.00 3.2 . 4.00 9 7.00 33.0 4n76.1 762 1.5 654 101.6 2.7 12010 nsa 150 3.00 2.6 -6 4.00 6.3 762 1.2 65 9.i 101.6 Z9 P 0 Noleuflul Dimensions - Net Q 75 SIze Outlet A Inches C Inches 0 Inches Inches I Lb.. r3l. 125 44.5 1.09 48.0 0.77 0.3 1.900 1.75 1.09 0.77 48.3 44.5 48.0 03 220 2.02 0.88 50.8 57.30.4 . 1.75 44.5 1.89 48.0 0.92 0.4 2.375 7.25 1.75 1.89 0.92 2 / 60.3 37.8 44.5 450 0.4 1.37 2410 2.02 1.06 1 34.8 58.8 51.3 0.5 147 1.97 1.89 1.28 37.3 50.0 48.0 0.6 2/c F E ] 2.875 73.0 1.47 37.3 1.97 59.0 1.89 48.0 128 0.6 1.37 2.00 2.02 1.50 34.8 50.8 51.3 0.7 Page 50l 6 TFPI81O Figures 391, 392,393, 312 and 313 h Es.EH fJ Fgo,e 391 Figure 392 312 Figure 313 392 and 39' Adapter Figure 312 Figure 313 £106 Apps.Wt. CE APPO.Wl. CluE Appn.Wt. Lbs. size Inches Lbs. Inchn mm 1.65. Inches • I I. -- 4.00 -- 0.8 1.75 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.7 02 - tIe 4.00 0.9 1.75 0.5 1.38 05 101.6 0.4 44.5 0.2 35.7 02 4.00 1.2 1.88 0.6 1.38 0.6 2 107.6 0.5 47.8 0.3 35.0 0.3 1 4.00 1.9 2.00 0.7 1.50 1.1 101.5 0.9 50.8 0.3 38.1 0.5 4.00 2.5 2.25 1.4 ISO 1.2 101.6 1.7 572 0.6 38.7 0.5 • 6.00 5.5 2.63 2.4 1.75 2.2 152.4 2.5 66.8 1.1 1 44.5 7.0 6.00 7.4 2.88 4.1 2.00 3.3 152.4 3.4 732 1.9 50.8 1.5 r 6.00 9.5 3.13 5.6 2.00 4.6 15Z4 4.3 79.5 2.5 $0.8 2.1 6.55 14.2 3.88 11.1 2.00 8.7 117 152.4 6.4 98.6 5.0 58.8 3.9 8.00 27.0 438 14.0 2.13 9.1 2002 12.2 11.3 8.4 54.1 4.7 12 8.00 33,0 4.88 22.0 2.25 16.7 2532 75.0 724.0 10.8 572 7.6 Page 6016 Figures 327 and 341 1J=CoE liii iI[ FIgure 341 Rrdocio Ton - Noeueul CtoE 6p5x. WL Norrrieui C to E App. Wt. Siun lodres Lbs. Slee i00hen Lbs. Inches Or,,,Kil. lnch,s tern _q l½el½nl¼ 3,25 2.0 60604 6.50 26.6 82.6 0.9 165.1 12.1 2e201½ 60605 6.50 27.0 82.6 1.2 165.1 122 255o2½ 0114 3.79 42 80802 7.75 362 95.3 1.9 196.9 76.4 2½52½o1½ 3.75 42 7.75 36.5 95.3 1.8 _______ 196.9 76.6 214021402 80804 7.75 36.6 95.3 2.0 196.9 16.6 30301½ 4.25 5.3 80800 7.75 36A 108.0 2.4 195.9 16.7 30302 425 5,5 80806 7.75 ° 108.0 2.5 796.9 16.8 3o30214 4.25 1001002 900 57.1 108.0 2.6 228.6 25.9 411401½ 5.00 9.8 10111003 900 57.4 727.0 4.4 228.6 26.0 40401½5.OD 100 1004 9.00 57.6 127.0 4.5 228.5 25.1 404e2 50° 10.1 lox bog 9M 57Z 127.0 4,6 22.8.6 262 484o2½ 5.00 103 100 1006 9.00 58.0 727.0 4.7 228.6 26.3 40403 5.00 10.5 1001008 9.00 SBA 127.0 4.8 228.6 26.5 5u50 2 0 1.4.5 12012113 10.00 80.2 1397 6.6 254.0 30.4 5o5n2½ 5.50 14 120 1204 10.00 80.5 139.7 6.7 254.0 36.5 50503 550 152 120 12o5 10.00 80.7 739.7 6.9 1 254.0 36.6 505x4 5.50 15.8 12x1206 10.00 80.9 139.7 72 254.0 36.7 60602 6.50 265 120 1208 1050 97.4 168.1 71.9 254.0 41.5 606o2½ 5.52 285 12012010 10.08 91.5 __ 765.1 02.8 254.0 41.6 60603 26.5 j 65-1 2.fi General Notes: 11th the Desrgne7s responsibility to Select products suitable for the blended service and loensure thutpressure rulings 404 porlorrexoce totals noleuceudod. AlwayS roadrord understand the inutulutsis lssircctions (tH-10000. 9511cr :nroen any piping 00:900001 or correct or rnodity any piping deficiencies without first depressurizing and draining the System. Material and 040607 selection should be ce47te4 to be compatible to, the spoolfic 400951700. T'YCO FIRE PRODUCTS. 451 North Cannon Axerrso, Lansdale. Pennsylvania 19946 Printed U.S.A. TFP18IO Figure 321 Primary Materials: Body ASTMA-536 Nylon-il Coaled Dsc AST1vI 6.536 EPDM Encapsulated Upper&Lower Stems AISI 420-SS Worn Gear Shaft AISI 410.SS Housing ASIM A-536 Hand Wheel ASTMA-536 Flag indicator ASTM A-$36 Shear Pin ASTM A-S 10 Segment Gear ASTMB-148 Housing Gasket EPDM GradeE' O.Rings(.Ali) EPDM ' kL rage i or i _ Ava Co® flreriser& Grooved Butterfly Valve UL, ULC Listed! FM Approved Fig t'1o:D Specifications C FM (ij7 Working Pressure: 175 P51(12.5 Bars) \4) <~> S Max. Test Pressure: 350 P51(25,0 Bars) LIVED APPROVED Max. Working Temp.: 250F (120C) Factory Installed UL Listed Double Tamper Switches - Valve Approved For Indoor and Outdoor Use Grooved End to Suit ANSI/AWWA and BS Pipe Size • Dimonsions(lnlmm): 2.5/65 4.1/105 3.3/85 3.7/94.6 2.9/73.0 5.3.1135 4.91125 3780 47100 4,41112 5.71145 3.6192 4.34/108 3,8/96,4 4.5/115.4 3.583.9 461116.2 50142 5.3/135 4.91125 4.9/125 6°/150 7.11180 5.71145 6.3/133.4 6.61168.3 7.6/193 8.9/225 0.28/7.1 8v200 8.01204 67/170 6.7/170 8.6/219.1 7.61193 8.9)225 0.9124 L— l.)&i ii.J 1II(i?IS .t.I jt':I c1(IJ '.',Iii:,ijt i1I4 hvil'al, dI(i :r((I(jr, 3) -iJ' Iji I I.I (;.r()r I vilICO 2006 -I/f r1rr 1-w dflR1Y)/ dddQ9.f7d 11 /q hill c Fig. 200 - "Trimfine" Adjustable Band Hanger Size Range - 1/2" thru 8" pipe Material - Carbon Steel, Mu, 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. (2/i" 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) and 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 Dimensions Weights Pipe Rod Size Max. Rec. Approx. Size Inch Metric A B Load Lbs, Length 1/2 3/8 8mm or 10mm T/a 211a 400 ill 3/4 3/8 8mm or 10mm 31I8 2'/2 400 11 1 3/8 8mm or 10mm 3 /8 2/8 400 12 11I 3/8 8mm or 10mm 3 2 /8 400 13 1V2 3/8 8mm or 10mm 3'/6 2 /8 400 14 2 3/8 8mm or 10mm 41/2 3 400 15 21/2 3/8 10mm 55/e 4'/ 600 27 3 3/8 10mm 51/8 4 600 29 31/2 3/8 10mm 73/s 5 '/4 600 34 4 3/8 10mm 7I8 5 1000 35 5 1/2 12mm 9'/ 6 /4 1250 66 6 1/2 12mm 10'/ 6/4 1250 73 8 1/2 12mm 131/ 8/4 1250 136 Main 011ice/Manulaclurinq Facility • 13Th Snpcn Ar • Comm... ...4 929/9 • P0 909 /3/ m999 • rax 009 /3/0330 1 Customer Service 'ov Th:3 www.tolco.com 0% Ranp%wW~ures 3/8" thru 7/8" rod in IncrITIants 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 1/2 1130 1010 5/8 1810 1610 3/4 2710 2420 7/8 3770 3360 Fig. 98 - Rod Stiffener Size Range - Secures 3/8 thru 7/8' hanger rod Material - Carbon Steel Function - Secures channel to hanger rod for vertical seismic bracing Finish - Electro Galvanized Note - Available in HDG finish or Stainless Steel materials. Order By - Figure number Fig. 99 - All Thread Rod Cut to Length Fig. 100 - All Thread Rod Full Lengths Size Range - Secures 3/8' thru 7/8" rod in 10' lengths Material - Carbon Steel Maximum Temperature - 750°F Finish Plain Note - Available in Electro-Galvanized and HDG finish or Stainless Steel materials. Order By - Figure number, rod diameter and finish Dimensions Weights Max Rec, Load Ll,s, Rod For Service Temps Approx, Size 650°F 750°F wt./100 1/4 240 215 12 3/8 610 540 29 1/2 1130 1010 53 - 5/8 1810 1610 84 3/4 2710 2420 123 7/8 3770 3360 169 1 4960 4420 222 1/4 8000 7140 360 112 11630 10370 510 Main 011ice(Manufacturin Facility 13/0 '. /pc'vl icc • (:viciia. (0/ 97019 •1l, 909 /3/ 0099 • rvc 9/39 /3/ 0330 S S Customer Service • 901) lOG 02110 www.tolco.com ® TDL,CD C® US LISTED .4 Fig. 1001 - Sway Brace Attachment Size Range: Pipe size to be braced: 21/2' (65mm) thru 8" (200mm) IPS. * Pipe size used for bracing: 1' (25mm) and 11/4" (32mm) Schedule 40 IFS. 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-Linef1OLCO bracing products. Pipe 21/2" (65) 138,6 I i1'l:1uit: (62.8) I '1OQj21'/2 X11114 1604 (7271 . UL 3' (80) . 147,2 (66.7) i0013X 11/4 1687 (76,5) UL 4" (100) i0014XV' . 160.9 (73.0) 1U1311/4 182,4 (82.7) UL 6" (150) 190.0 (86.2) 211.4 (95.9) 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 or, the brace. The horizontal load capacity, H, of the brace is: H = F x sin ?, where ? is the installation angle measured from the vertical. UL Listed Design Load Sch. 7 - 1600 lbs. (7.11kN) Sch. 10 & 40 w/1" (25mm) Brace Pipe 2015 lbs. (8.96kN) Sch, 10 & 40 W11114" (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 ® TLCC C® us 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 8-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 nnu,, ,,,,u o. ,.uts Included Fig. 4A - Pipe Clamp for Sway Bracing Size Range: 4" (1 00mm) thru 8" (200mm) pipe. For sizes smaller than 4" (100mm) use 63140, TDLCD c®us LISTED Material: Steel Function: For bracing pipe against sway and seismic disturbance. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL) 4' (100mm) thru 8' (200mm). Installation Instructions: Fig. 4A is the "braced pipe" attachment component of a longitudinal, lateral or riser brace assembly. It is intended to be combined with the "bracing pipe" and Cooper B-Line/TOLCO transitional and structural attachment component(s) to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 4A over the pipe to be braced. Attach Cooper B-LineITOLCO transitional fitting, either Fig. 980, 910, 909, or any other Cooper B-Lirie/TOLCO approved transitional fitting. Tighten bolts and nuts; torque requirement is a minimum of 50 ft/lbs. (68Nm). Transitional fitting attachment can pivot for adjustment to proper brace angle. Finish: Plain. Contact Cooper B-Line for alternative finishes and materials. Order By: Figure number, pipe size and finish Note: Please refer to Fig. 4L for longitudinal brace applications for 2" (50mm) - 8" (200mm) pipe sizes. ( Fig. 4A -Longitudinal 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 3/8" 1Eil+n .7' 0b0tb O,_<.O ?.(oypis2In ony duo cit On d II ..,, L. . SIDE VIEW Fig. 1000 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 So, mdl shown oltochod In Va,lO,lO cool ,,,aloiinlO Max. -1 Component of State of Fig. 825 - Bar Joist Sway Brace Attachment California OSHPDApproved Seismic Restraints System Size Range - One size accommodates all TOLCO Fig, 900 Series sway brace attachments. Maximum Horizontal Design Load 2015 lbs. Material — Carbon Steel Function - To attach sway bracing and hanger assemblies to steel open web structural members. Features - This 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. Shnynwillc -. - Important Structural Note: /' Fig. 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, Electro-Galvanized and HDG Order By — Figure number and finish US Patent #6,098,942, Canada Patent #2,286,659 .1020 * The loads listed are axial loads on the brace. The horizontal load capacity, H, of the brace is: H = F x sin 0, where 0 is the installation angle measured from the vertical. TOLCO® brand bracing components are desgined to be compatible ONLY with other TOLCO® brand bracing components, resulting in a Listed ' seismic bracing assembly. DISCLAIMER — NIBCO does NOT warrant against the failure of TOLCO® brand bracing components in the instance that such TOLCO® brand bracing components are used in combination with products, parts or systems which are not manufactured or sold under the TOLCO® brand. NIBCO shall NOT be liable under any circumstance for any direct or Indirect, Incidental or consequential damages of any kind, including but not limited to loss of business or profit, where non-TOLCO brand bracing components have been or are used. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. CORONA, CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 WONw.tofto.corn ownyolh Slwwnwth Fig 910 optional Wood NoOr Shown 000 VIEW fly fbI 0 fly cli ft chico I/OS 1/08 -j P0. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 100 REVERSIBLE BEAM CLAMP 3/4" MOUTH WI- P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 162 UNIVERSAL RESTRAINING STRAP JL.I SIZE - 3/8' and 1/2' rod. MATERIAL- Ductile iron. FINISH - Plain, E.G. and H.D.G. LISTINGS - c\I!,in 203-EX 2551 <> Approval guide - Pipe Hangers FUNCTION - Hanger assembly attachment to steel flange with thtckness of less than 3/4'. INSTALLATION - Per NFPA 13 with set screw up or down. Torque - 3/8" 60 inch tbs. or 1/2'= 125 inch tbs. In the absence of a torque wrench, engage set bolt finger tight then additionally tighten 1/3 turn. FEATURES Listings allow installation with set screw up or down - see drawings. Maintains CONSTANT HANGER CENTER-LINE, with set screw up or down. 'Flat throat back to prevent twisting on flange during installation. ORDERING - Part #, rod size and finish SIZE- One size (its both 3/8' and 1/2" rod or set screw. Available lengths 4' and lougec MATERIAL - Carbon, Steel. FLNISH - Mjl.Galvanjzed. LISTINGS- ,.- c lA,, 203-EX 2551 PATENT - Nn. 5,897,088 FUNCTION - To enhance hanger attachment in areas subject to Earthquakes. INSTALLATION - Install tight to structure and component pasts Minimum inluan on strap: I" L-dimension is measured from hanger rod center to the strap end. 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. ii S APPROVED 8007957 GST 10 X CPVC 1-1/2 300 1.5 8020957 SWG 10 X CPVC 1-1/2 300 1,5 8008957 GST 20 X 2-1/2 850 1.5 8068925 OST 20 SS X 2-1/2 850 1.5 8010957 GST 30 X 4 1500 1,5 8009925 GST 25-380 X 4 1500 1.5 8022925 SWG 25-380 X 3-1/2 - 4 1500 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 8141957 SH GST 3O X 4 1500 1.5 8140957 SH GST 2OSS X 3 1050 1,5 8142957 SH GST 3OSS X 4 1500 1.5 X 4 1475 1.5 X 4 1475 1.5 X 4 1475 1.5 X 4 1475 1.5 X 4 1475 1.5 X 4 1475 1.5 8038957 DSTR 1 X 4 1500 0.035 X 4 1475 0.1050 8037957 DSTR 1-1/2 X 4 1500 0.035 X 4 1475 0.1050 8039957 DSTR 516 X 4 1500 0.037 X 4 1475 0.1050 8045957 DST 516 X 4 1500 0.188 X 4 1475 0.1875 8046957 TEK50 X 4 1500 0.250 X 4 1475 0.1875 8055957 SWDR 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 '. 1475 0.1050 8150922 XP 20 X 2 750 0.027 X 1475 0.1050 8153922 XP 35 X 3-1/2 1250 0.043 X 1475 0.1050 8059957 CST 20 X 4 1475 3000 PSI 8061957 SWC2O X 4 1475 3000 PSI * SWG 25-380 Maximum pipe size in composite wood joist allowed by UL is 3-1/2" SWG 25-380 Maximum pipe size in wood timber or joist allowed by UL is 4" ** SWG 20 Maximum pipe size in composite wood joist allowed by UL is 2-1/2" ** SWG 20 Maximum pipe size in wood timber or joist allowed by UL is 3" UL and FM tests were performed in compliance with NFPA-13 Standards. Fastening requirement: 5 times weight of water filled schedule 40 pipe plus 250 pounds SSS26 kon go~r" gwuml g. ~Ig/4 I•1,,) ji ORIFICE SIZE AVAILABLE - 0/8". 17/16". 1/3". 17/3s" SEO(518"). ESFB(3141 and K.25 Ava!lnble 09 1/2" to 2"5Ge onits only. nluFtltclnNs - 155C14F5 MATERIAL UST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE SIGHT GLASS VALVE SEAT LD(AN" IMPREGNATED TEELON INDICATOR FLATS STEEL HANDLE LOCK SPRING STEEL 1 MODEL 1000 Pill A_ 3/488 V' 11/48' 11/2" 2" V", IBM 0 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. O The Model 1000 TESTANDRAIN Is A Single Handle Ball Valve That Is Light Weight And Compact. Includes A Tamper Resistant Test Orifice. Integral Tamper Resistant Sight Glasses, And Is 300 PSI Rated. O Available In A Full Range Of Sizes From 3141 To 2" NPT & BSPT, With All Specifiable Orifice Sizes /8", Iio. 17132-,518!1 (ELO). 3/4' (ESFR) and K.25. The Orifice Size Is Noted On The Indicator Plate And The Valve Is Topped For A Pressure Gauge. The Standard Model 1000 TESTANDRAIN Valve Includes A Pressure Gauge Port Tripping And Can Be Ordered With A Relief Valve As A Model 1011 Or 1011 Cl Locking Kit Available Which Provides Superior Vandal Resistance And Prevents Unintentional Alarm Activation. QUE New c>Lvisitus 0 on the Internet at FRONT V1EW/VER11CAL INSTALLATION FROM BRANCH GAUGE DAST PROVIDED STIlSETa TO DRAIN OR PIPE X. 100DM; SIGHT HAND/STRAIGHT INSTALLATION' APPROVALS: UL and ULCListed 0 FM Approved except 3/4" U NYC-BSA NO. 720-87-SM U CA. State Are Marshall SIZE! Al B 1 c 0 E F G I H 1 1/2" 1 2 8/166 -. 0,'" 37.55.9,!. 55.65.9,,. 3 'ie" 9314.599 3 'n' 85729,10 1 13'16" 4 910 4120,10 117.729,99 6 3/9 142.2009 5 ll,e 1 12" 2IT6" l27,,o 77.S8.,!. 55.459,.,, 3~" 93.21(,s 3'8" 8S18.,s,, 1 '/,6" 4I,A" 45.90,59, 117.11099 6 Ile 164110599 11/ni 5",o' 1"I16 2Il6" 4 137327,10 I C3O. 15100,, 4l/4 156.52.0,, 35//' 82127,10 115/14' 5'/66" SS.89,99,. 141.1909 51/8" I 192.090, 1 lj" 6is" I Io" 3 l//' 2 1433009 I 4515.00 814270,, 5 /s" 1010, 37/9' 89.18.09, 2'n" 8 1/4" 26.7190, 10611050 10 7/d" 27142709 2! I 61lA' 113/67I 31// I 144.489,05 29.2450,, 5l.54l,, 57/55" 12719,9 3/8" 99.18210 75/s" I 6 8/4" 64.97100 226.42.9,9 10 71e I 273.627.59, SAI PATENT AND O-Tt4E PATENTS AGF Manufacturing Inc. PE DING TSf"l ,, JOB NAME: (E.)POTFER VANE TYPE WATERFLOW (Pj POTFER VANE TYPE WATERFLOW - The Symbol of Protection ALARM SWITCH WITH RETARD- • The SfofProteclion ALARM SWITCH WITH RETARD U.S. Pat No. 3821989 Canadian Pet. No. 1009680 Other Patents Pending Potter Electric. Rd., 1990 GENERAL INFORMATION The Model VSR-F is a was type watertlew switch for use on wet sprinkler systems. It is UL Listed and FM Approved for use on steel pipe: schedules 10 through 40. sizes 2 thru & (50mm thru 200nrnr). LPC approved sizes are T thru & (50mm thru 200mm). The unit may also be used as a sectional watertlow detector on large systems. The unit contains two single pale, double throw, snap action switches and an adjustable, instantly recycling pneumatic re- lard. The switches are actuated when a flow of 10 gallons per minute (38 1PM) or more occurs downstream at 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 held in place with two tamper resin. taut screws which require a special key for removal.A field in- slattabin cover tamper switch is available as on option which may be used to indicate unauthorized removal of the cover. See bulletin no. 5400775 for installation instructions at this switch. UL.ULCandCSFMLiated,FMandLPCBApproved.NYMEA Accepted. CE Marked Service Pressure: Up to 450 PSI (31 EAR) Minimum Flow Rate forAlarm: 1O GPM (36 LPk M.xtinum Surge: 18 FPS (5,5 m/s) ContuctRatings: Two sets of SPOT (Form C) 15.0 Amps utl2s/ZSOVAC 2,0 Amps al30VDC Resistive Conduit Entrances: Two knockouts provided for 10 conduit Environmental Specifications: Suitable for indooror outdoor use with factory Instated gasket and die-cast housing. NEMA4/IP54 Rated Enclosure - use with appropriate conduit fitting. Temperature Range: 40F1120P, 4,5C/49C Non-corrosive sleeve factory htsta!ed in saddle. Caution: This device is not intended forapplications in explosive environments. SizesAvailable: Steel Pipe schedules lothru4O, sizes 2t1tru 8' 85 1387 pipe 5u81r,, 200mm Note: For copperor plastic pipe use Model VSR-CF. Service Use: Automatic Sprinkler NFPA-13 One ortwe familydwefing NFPA.130 Residential occupancy up to fourstories NFPA-13R Notional Fire Alarm Cede NFPA-72 Optional: CovorTamperSwitctn Kit, Stock No. 0090018 INSTALLATION: See Fig.2 These devices may be 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- staged within 6 (15cm) of fitting which changes the direction of the waferfiow or within 24 (60 cnn) of a valve or drain. Drain the system and drill a hole in the pipe using a circular saw in a stow speed doll The 3' (50mm) and 2 1)3' (65mm) devices require hole with a diameter of 1 1I4x 1/8' - 1/16' (33mm *2mm). At ether sizes require a hale with a diameter of 3' *1/& (50mm ±2mrrr). Clean the inside pipe of at growth or other material for a dis- tance equal to the pipe diameter on ether side of the hale. Roll the vane so that it may be inserted into the hole: donut bend or crease It. Insert the vane so that the arrow on the saddle points in the direction of the walerllow. Install the saddle strap and tighten nuts 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. Specifications subject to change without notice. FIGI SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL news-I CAUTION: An uninsulated section of a single conductor should not be looped around the lemmi- nal and serve as two sepa- rate connections. The wire must be soverod, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal. FIG, 2 unnireju. rroneje serco—..,,,,,,,,as OM. an r000eoP T..0 "OR ocruan aEnexr, no Dance our 0,00 Dm0 tannin Dn0010..) - a coo nrsuw cluE 80.0?. uuE roD ioaouu own re return ,ccEss,Rr ra Petotur To ripE sizE WE sizE rIo I /r rn/o'on/u- -m/,r 80801 t5si- mmo) 3' no 0' a. ar/er (%,vni S lwo) tn-us ASset Cover Tawper (with sever in plane) rn wet mo 169 Potter Elevliic Signal Company .2081 Craig Road. St Louis, MO. 63146.4161 Phuen: 800.325.39361Cenada 8en.882-1633 neus.pnttewinnul.curn PRINTED IN USA MKT. 08800001 .ncvw Puce nor 2 MFG.0540075r .fl oau craDle s. cc .150,0mm 0DP50e, errz,0a screws to socs.) FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Muriel VSR-F has two To remove knockouts: Place switches. one can be used to screwdriver at edge of knock- operate a control ntalinn, pm. outs, not in the center. ecey or remote signaling it while the tho, contact ii, .d to operate a local audible I;TL d: must :Ld:J Switch Terminal Caneoc- tiaeu' drawing and caution not. (Fig. 1). APPUCA'IlOWWARNINGI Due to the possibility of unintended discharges caused by pressure surges, trapped air, or short retard times. waterfluw switches that are rrtonllortrrg wet pipe sprinkler systems should not be used as the sole initiating device 10 discharge AFFF. deluge, or chemical suppression systems. TESTING The frequency of inspection and testing fur 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 lest valve, that is usually located at the end of the most remote brunch line, should always be used tar test purposes. It there are no previsions for resting the operation of the 11cm detection device on the system, application of the VSR-F is not recommended or advisable. A minimum flow of 10 gpm (38 Lpm) is required to activate this device. IMPORTANT NOTICE. Please advise the person responsible for testing of the fire protection system that this system must be tested in accordance with the testing instructions. PRINTED IN USA Mist', mownt . REVW PAGE 2 O 2 MFG.as4a076r -iwo Roles: Minimum dBratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30 to 1504F (344 to 66C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. nICHES 0017404 00602560. STOCK NO. 0006001 6(410) 02108C 700(26 170912 .420 05 75 GOC) 027CC 700(26 170912 .120 40 77 oowoo rinse 7601210 1710012 .422 62 76 6010) 24000 P00240 1106068 .060 57 77 4) lwnC P00040 I18 000 04 74 10080) 24700 P0022(0 714724 40* 5) 40 50(50) 24200 780248 (015064 .474 64 76 4080) 24720 P04244 (104764 .172 60 77 00 040) 20200 P0234(0 101041 .174 64 14 0050) 120740 702(000 800(47 .050 40 64 4) 1067CC 002(000 404(06 474 4n 04 tome 1200CC 004(0010 1412106 a 69 60 6 BELL SHOWN BELLS (PJPO1TER The Symbol of Protection ULListed Sizes Available: 6(150mm), 8 (200mm) and 10(250m08) Voltages Available: 24VAC 12OVAC 12VDC(10.210 15.6) Polarized 24VDC (20.4 to 312) Polarized Service Use: Fire Alarm General Signaling BurglarAlarm Environment Indoor or outdoor use (See Note 1) -40 to 1504F (-40 to 66-C) (Outdoor use reqriiresweatherproof badtho) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Mode! 88K-1 weatherproof backbOx These vibrating type belts are designed for use as tire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4 (1 01 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model 86K-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Poorer Electric Sn)1r2lCom(rony -2081 C.aig Road. Sr. Loon. MO. 63146-4161 Phone: 808-325-3936/Caoad4888-882-1833 woow.pofleooigrooLmm PRINTED IS USA 1.11cr. 08850081 -Revs PAGE 1002 14F0.0S400776-5247 ®PO1TER BELLS PBA-AC & PBD-DC The Synrbo! of Protection DIMENSIONS INCHES (mm) AG. 1 BELLS AG. 2 WEAThERPROOFBACKBOX BoxHAsoNEThREADEDI,rcoNourretrrRANcE 3113' 5r L0 3 5 Me loot (5271 (5) 0650. 0776-2 FIG. 3 WIRING (REAR VIEW) D.C. SELLS (OBSERVE POLARITY) A.C. BELLS (TO se ODin owe (000 0416 Din 00004 OOIGE 600GE 0. OSSERIC Potsmry To ROC D.C. 0425, I, 0401 106040 00, 00L5. rowourt £204 Elm. toot SCPIJOAIIIY 000 0oRI3 P091051. (4) lto LAST CCL 01001 Owe SEGuTISE 1_I 2. C6O-.OF-Ui1E riciSloR 10 NOT 0(0(410CC 061 AC. TELlS 0060. 107e-3 INSTALLATION The belt shot be installed in accordance with NFPA 72 or local Air]. The top of the device shall be no less than 90' Aff and not less than 6 below the coiling. Removethe gong. Connect wiring (son Fig. 3). Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). Test all bets 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). PRIUrCo IN LISA 6.1Cr. 08050000 -REVS PAGE 20F2 UFO. 25400770.5405 Tension zones, seismic and • Fire Sprinkler & pipe supports wind loading applications • Cable Trays and Strut Suspended Conduit • Suspended Lighting 1FEATURE AND lBENEFITS + Ideal for precast hollow-core plank and post-tensioned concrete slabs + Cracked concrete tested alternative to a mini drnpin anchor + Redesigned ANSI carbide stop bit with enlarged shoulder for accurate depth + Anchor design allows for shallow embedment as Iowan 3/4 of an inch C) + Internally threaded anchor for easy adjustment and removability of threaded rod or boll + Drill and drive the anchor with one tool for fast anchor installation - +_. APPROVALS AND international Code Council. Evaluation Service CC-E, ESP1-3912 for Concrete and Hollow-Core precast slabs, Code Compliant with the 2015, IBC, 2015 IRC, 2012 18G. 2012 IRC, 2009 inC. and 2009 IRC. 0ua1fie<f according to ACI 355.2 (including ASTM E 488) for use in concrete FM Approvals(Factory Mutual) - File No. J.l. 3059197 Egellt1_1-4rIl5t.q'titltF, CSI Divisions: 03 1600 - Concrete Anchoring and 0505 19 - Post Installed Concrete Anchor's. Expansion anchors shall be Mini-tJndercut+ as supplied by DEWALT, Tow005, MO. Anchors shall be installed in accordance with published instructions and the Authority Having Jurisdiction. MiNI-UNDERCI,JT* THREAD VERSION UNC Thread ANCHOR MATERIALS Zinc plated cadres steel ANCHOR GRE RANGE (TTh) 3/8" SUITABLE BASE MATERIALS Pest-Tension Concrete Precast Hollow-Core Plank Normal-weighs concrete [CODE LISTED ICC-Es ESn-3912 GENERAL INFORMATION INSTALLATION INSTRUCilONS GENERAL INFORMATION MINHJNDERItJT+ Infernally Threaded Undercut Anchor The Mini-tJndertut+ anchor is an internally threaded, self-underoitting anchor designed for performance in cracked and ancracked concrete. Suitable base materials include past-tension concrete 'T stabs), hollow-core precast concrete, normal-weight concrete, sand-lightweight concrete and concrete over steel deck. The Mini-Undercut+ anchor is installed into a pre-drilled hole with a pewter tad and a setting tool. The resell isan anchor which can provide consistent behavior at shallow embedmeota as low as 3/4 of an inch. After installation a steel element is threaded into the anchor body. SECTION CONTENTS General Informatio1L ........................ 1 Installation Instnjctions .................. 2 Reference Data (ASD)......................3 Strength Design (SD) ....................... 4 Ordering Information ........... ............ 6 INS1LLAI1ON INSTRUCTIONS UIINSTALLATION IPROCEDURE t(USING SOS PLUS SYSTEM) ] song or entered 000 r—. .. - -.. I Persona door and .Attach Ore required A - anubooso hole ase dotudurrsrnrrote - :-.- ssssenlet toa ... . or bow umen nor ..- ,, ten, , to or haumer- rower Hour usng ranted ug remove drill. Mrurrr the -the dsudeer at [.n—.loose particles left open .n - apes end at the an at gate. me ban along, anchor onto one 5nov91 1001 Drive hru000000rnrentpn treaecten into reouherrens or ores Ore hole snOt Ore orao esro,rs. drerider of the anchor flush With the base material. linstaflation Intonnatlon for MInI-Undercut+ Anchor'-' laoerr nneaded rod or boo full depth into on Mini-Undercrst*, taking Care nor to eoceed the rnaolrrnurr, lightening torque or one steel insert element, T. RncleeaI Andnc onat,, P,en oydSo8eg mon,,one Sneth.n 1IeHb one ittrctror outside diameter C6 in. ImnmI 0.625 115.9t Eternal thread diameter flint) in. 3/8 i95t Nominal drill hit diameter lIe In. ImmI 5/8 data Minimum nronmral embedment depth he in. lens 3/4 1191 Effective embedment in. depth It. (mm) 314dment )I9) Hole depth 16 in. a/v fmml 1191 Cretan aernirer length (before selling) in. ml r5/16 1241 Pererolernatr tool impact power Orammer-dril) . J 2.110 2.8 Minimum diameter o)hole clearance iv fixture for in 7/18 steel insert element (twienino anchor Installation) Minimum member thicimeso in nsnmnal-weight , in. 2-1/2 maconto ImmI 1641 Minimum orson thickness In belOw cone concrete in. 1-1/2 stabs lone Hollow-Core connote figure) InomI 1301 critical edge distance C. In. ImmI 2-1/4 671 Minimum none distance C00 in. tmnl 2-1/2 1641 Minimum spacing distance 5.0, in. (mm) 2-3/4 1701 Maximum installation torque tt-ti 5(N-rn) 171 Enecdee tensile stress area in! 0.044 turatonurt anchor boA) men') (2a.41 Minimum spspecified udtmata strength psi (Wnrm 95.000 Mirdmum specified veto strength nngth 76,000 0241 urcraeiued concrete tmL fl.a Itt/In. 50,400 Mean aolalstffnesst Cracked concrete jS, Ibtdn. 29,120 Forth t Inch = 25.4 ..,1 ft-M = 1.306 N-rn. 1. vinlrtomaunrpenertedirtnelrabItbroonusedeonriarooanretrnednsgeelreiaatoctste-t4chaptsr 170r00310-11 anennateo, at, anploaae. Z For lotullatbas rErag to mar05 H rnlear-ooe sea 0510. we IEdroe'Corr 00000 rotc 5. The embedment depth, to.. H measured hoes tIn notsh oretrenel an, eartorete member or embedded end at 00 ardee. 4. Mean 510,4 sheen, derud 00nnam varies ooroldeeate depending Or oornretn snength. loading and oenrneny or opativariar. .com 0 0 Mini-Undercut+ Installed Detail for Anchor In the Underside of Hollow-Core Concrete slabs © C) 3 oat0WAI.T.ccrn eann.n.cantecaoennlanole000m N Norm .O0oO)34.5MP4) VmUOpnl(41A103) feet etpol(5G.2W0) Anchor EMbd. LIllseed.tv Depth __° 001ow04le 000008 45ow100 Wtente tillcnl110 d in. Twain. Al.n. 0eeenlm, SImM TenOn. Tn.dwe Seem Tn, Oem TenOn. Simon In. (001,) 0, 0, In to. So ISo to, IS, In In In In 980 (loOk) (lIt) 981) 980. CO8 (lOt) (8)0) (kIt) (foOl) 9df (kit). 3/4 1,855 2.590 465 650 2,035 2.835 510 710 2.345 3,275 585 820 8 (19) (8.3) (11.5) (2.1) (1.9) (9.1) (12.6) (2.3) (3.2) (10.4) (14.6) (2.9) (39) Tahelatod 0000 notIOn are to, asses 100141046 neelete. caneae0000npennde 050040,001st to as the 0904001 eitftyeay at be toe 04 ketaiaten. 004o0446 load 65400305 are calculated oSbtg an applied yateS lootS 4.5 (.004,11590(000, may be land a deler*,e almontjo Orals I, intenwdaty ooeyo,asarae atongom. All STOP DRILL OTT MINI-UNDERUTe stErliNG TOOL REFERENCE DATA (ftSD) Mini-Undercut+ Anchor Detail 0 4 '' :-4 ' .4'' 0 4 d. d. .1 .. 8e658 toter Mini-thidercut+ Anchor Installed with Steel Insert Element REFERENCE DATA (ASD) liltinrote and Allowable Tension Load Canacitles for Mini-Undegcut+ In Normal-Weight Concreto'" InrostO - Se tRodr' = IS 3.000 p0k (20.7 wa) VA 4,0001101(Z7aMP0) Ommanin 080wablO 0000000 All 8 In. T00lon SImon Tenlan Seen TenOn. Oben Tenloel Seem (lIme) In the 080 In So In In 51) (510) COAl) (50) ØAl) f89 (lOt) 0) 3/4 1,535 1,975 305 495 1.770 2,275 445 570 3/8 (19) (6,8) (8.8) (1.1) (2.2) (7.9) (10.1) (2.0) (2.5) Tabulated bad 10600 mete alelens 6S818d an nanneS. Cae0 mo9001en 080,00, clot by at the opeohed deeper at tee thee or 6540406 astoaoner epodlyn are Catnd nag an mooed natety tston 4.0. UM Interposslan may be used to dolemno 400040k WO [Or b,tn,e,ydotc antn9n996eS00n90T Ultimate and Allowable Tension Load Capacities for MInl-Undercut+ In Hollow-Core Plank- STRENGTH DESIGN (SD) STRENGTH DESIGN (SD) Tension Design Information for Mlnl-Undercut+ Anchors In the Underside of CODE LISTED Normal-wrIght Concrete and the Underside of Hollow-Core Concrete Slabs'' I ITTtS 650-3912 10111801 Osson Sbe I TbMWW Red 0Son.00 (08601) - 000n.tetnlc ynlstn. 08db 3119 . Pache,category 1,2st3 - 1 to,elflatennsedmentdaPtn In. (rim) 3M (19) 508,1 Shmeglh NITlInIn. (80 318-8417.4,1 mAD 315=11 0,5.1) oteel strength lntension I A,1 4,180 9educ505 facto, for steel strength 1 0 1 - j 0.65 60100,111 IIn.t SIn.ie. 100o06000 (AD 310-1417,4.2 on AD 318-11 0-5,4 E0eclfeeennbedorteeoi ho in. (mn 314 Effectiveness (octEt, unctstred concrete . 24 ottectivoe,ess ft= for cmcked o,Erete tm ' 17 n factor h)ecot d cke and (P.a 1.0 (See note 5) uncradald Concrete C,1865 edge distance (nw(1 tedu0505 factor, eorcoete breahesi steengfl7 t( - 0.40 Pulled5801)00 in Teelle. (00310-1487,4.3 an AD 318-11 5,5.3) Pulbit strength. unctackod cs'ocnete Oisan.e III See now 7 PuRoats0engte cracked concrete 455 Redra7,iot, facto, pr/fad slrelrgon 0.40 p08001550,0000 To.edo., Fan SotemdcApoo0a.11oel(00318-14172,3.3 mAD 310.11 0.3.3,3) asanacteelstic pralost strength. Seismic S.a (99) 410 (182) Reduction facto,, p0080t soength. seSrnk 1 0.40 Fe18I 0,18=25.40051 kof = 6.894 elornnsl 160 =O.o,44 W. The data 61 tIn table a kntnmted She anal w81 theE9ign pnreoe'sof 00318-140,4900' 17e 83310-it /poendk D. an aptiuobfa tan 06,009 ndekrg 00000,654 o,nnlosttde to, a0400001 ongdtyonenm 00000310-1417.2.3 oSCI 31811 0.3.3, aspe&ottJn. 11,41 09p9. k'otattntke cab 00n94y onto rllatedSyatEa palolnlal kadothtb, Onotneriono 0,00 staIn. All nsiaanotaarope8oa0Iemltr that bad tot,n0kn00ensnt8CS65et 1605.2,ACI318'14 Section 5.3,oA23tf'tt 06110,9.2. The Unneeded red e but eneroor olot 4150 In decked. and 001 emoocoteg lake Cf 4ona hetweer the andee and ed nuot be used tan desker. 8. sdst the, 49t098na8 ere000erena 10000m oadmd Coerote (o4 006,04144 nomete Poe) 45 use 94o = 1.0. 160 duracternsbe to/ann nnnrgth to annonte olnoonnoeoy n8ee055 gee0000tae 2,6594104 mn7n may be laoeaned by nndtctylog 85 value loSee 1450, by Fcl 5500r for p4 an ('ci 17.275 Fe 0010meer c000ene shIn eon cl=WarisfiC Iliad strength Ian noono 00,0,050/n strengths 98000 tan 6,de psi m anctees nray be Increased by no/ttokeng the dee Or 80460019 (rut 6.0k01"ban0an (rn I 41.47. Rayanted ualusa techmacterbbe toted snyngth In haresionstsionnnho.4004he000r0109n1 on tonI results pen 40355.2. SenSe, 9.5. emeo.0tW/LT.com 4 V STRENGTH DESIGN (SD) Shear Design Information for MInI-Undercut+ Anchors In the Underside of [5iDE USTED 1 Normal-weight Concrete and the Underside of Hollow-Core Concrete Slabs"°° 1 tRo,ol 840485 size 1Threaded Rod 2850885 (0040) - a0000totlooe 8585 111.11a1100 318 areaucatogooy ]1. 2 e 3 - 1 Non45ie embedment depth rn) 3/4 (19) Stool 50085g0t lo 85008(00318-14175.10800310-110.81) S4 strength inshear V, 985 Reduction (ache. oldie strength 060 85o1 02,002840 Stoot lOs Soloods (80312-14172.5.3 to 00318-110.3.3.31 Stat strength in shear, oolsndc 0. 895 9e80000 factor. sleet 80101/8006 shear, 54501)0 1 0 0.60 080020120 Brakd st000gth St 50008(00312-1417.5.2 to 80310-110.8.2) Load hea/ng hIltS 0)0,000016 shear 0. 1 314 Neminet 0,1548090000 diameter C. , 0.625 ____________________ Redache (oct00 (00cc.ncreto breakout strength - 0.45 P,loot 08,02284 to 0182to (80302-24172.30580312-110.8.3) Coefficient too 1a5028 strength 5,1 - to Effective embedment 314 Reduction (acNe, pnot strength - 0.45 Forth 1 oreS = 25.4 reel. 1151 0.0044 510. I . Ito 8010 Or reo table 0 wielded 11telseor,11200r pea8808o0100 300-14 Cna7oe 17 oPt318-11 Por0.o 2.00 008r80ak herno,851 esielieg 311086 851800100r801815 56 oddtear0,100doorrornotAct3l8-17 172380A031&110.3.3.000pe&ollr0000apply 85106585 ntcoor0yWilli reo88180040eo 0116028 885001181 Il01n0,iors and deld8. 001,000581 Øe 095605021111560008 000r108rol0180t3C 085156 1605.0.8031814 Sates 5.3.8000318-115085089,2. The Cr8900, 508018008580,0 I01 On M581Jrdorc,I. 0141010 rn5 08891 pr018s810086 rooioriebh hr oheddrg 00001108 rod 800,0th in180000.8000.408000105108 lorolron 808 05881. 80 eaedcOSe. 70710028 001105 101 sled 85o0l 0800018005000d0001ul,00,00 781 00355.2.50100,9.4and rrust88085185 design s Neu 5100 006581188 rel025 Lsing0000108117.5.1.0,000 318-1401091.88880-29 in 00318-110,6.I.2. P.eoreevo0esi0190cd 500075r 00856085-100601085010101000515008165018585088888185 resIde On 00180102 with Act 355.2. 50001 9.6 800 moor be 805 lea .8090. ORDERING INFORMATION ORDERING INFORMATION Mini-Undercut-i. 0 t 11 80. 84wI85 80,000085800 0008011800805 0t 85t84 256008. 000.856 PFM2t820 3/R"3/4" 3/9" 9/9" 3/4" 100 600 Aeon-air for DEWALT Mini-Undercut-p 000.000 I 985 010.81000485 2880 oopt ft Pw 7702431720 5/8" 03/4" Stop 0,080 - PT 0506cr 1 3/8" 5/9" 1 3/4" 1 SOS Plus Setting Tool for DEWALT Mini-Undercut+ I 000.0001 I 585 RodJAo. H(10172S 3/8" 205+ Setting Tool - PT/odoe I 3/8" I I (tim-Undercut-i Ordering Matrix ow85er soalsto I 80420508008. c.. I sodhog Tool I R.o8004.d 500 I 08.0100 I tto0200r-T0018 (0owSl.3) 3/8" 02/4" Io84o)-undenaJt+ 7R82111820 PP712431720 77502101720 0511273, 0C11133, 025133, 025262 5 vow,DEWALT.com vemo.00WOLT,co,n 6