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2815 CARIBOU CT; ; FPC2020-0091; Permit
PERMIT REPORT 4ccity of Carlsbad Fire Sprinklers DEV2018-0101 Print Date: 05/07/2021 Job Address: 2815 CARIBOU CT, CARLSBAD, CA 92010 Permit Type: FIRE-Construction Commercial Work Class: Parcel U: 2091200400 Track U: Valuation: $6,670,698.78 Lot U: Occupancy Group: Project U: #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check U: Plan Check#: Permit No: FPC2020-0091 Status: Closed - Finaled Applied: 05/15/2020 Issued: 10/26/2020 Finaled Close Out: 05/07/2021 Inspector: Final Inspection: Project Title: NORTH OAKS SELF STORAGE Description: NORTH OAKS SELF STORAGE -NEW SPRINKLER SYSTEM (NEW CONSTRUCTION, 4 BLDGS, 2 STORY, 4 RISERS, 1316 HEADS) Applicant: EPIC FIRE PROTECTION INC ADAM BOISVERT 765 TURTLE POINT WAY SAN MARCOS, CA 92069-8126 (760) 310-6122 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 $1,860.00 FIRE NFPA 13 System > 100 heads (includes 1 riser) $858.00 Total Fees: $2,718.00 Total Payments To Date: $2,718.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov 1~41a~p CONSULTING structural engineeri ng September 15, 2020 KSP Studio Mr. Pat Sullivan 23 Orchard Road, Suite 200 Lake Forest, CA 92630 Project: North Oaks Self Storage KSP Project No.: 190603 2815 Caribou Court Carlsbad, CA Subject: Change of Sprinkler Mains Dear Mr. Sullivan, This letter is provided with respect to the change of main sprinkler lines (on this project) from 3" inch diameter to 4" inch diameter. We have reviewed the structural plans and, in our opinion,, the change to a 4" inch line with a slight increased load is acceptable. Please contact us should you have any questions. Sincerely, KSP Consulting Engineers, Inc. Kayvon Shakerin File: FSP Stido\We,two,Th Pm fore-Cad, CA\Change of Spiiner Unes-2O2O--15.doc 23 Orchard Road • Suite 200 • Lake Forest, California 92630 • (949) 380-3970 • Fax (949) 380-3771 inn Sunnlv I Demand Graph - - 95 90 - I I 62.25 psi available at I Sprinkler Demand of 60.11 psi I 85 L with System Flow of 841.5 GPM I 80 L Margin: +3.4%_J- 75 70 65 60 55 50 ______ _ 45 40 35 30 - 25 20---- 15 10 0 I 841.56PM N'85 FFCOW -oPt( Da z W8800- Hydraulics Summary Sheet (Project Information Calculation Date: 5/13/2020 9:37 AM I NORTH OAKS STORAGE BLDG A 1ST FL. I system ID drawing ref FP-2 2815 CARIBOU CT. CARLSBAD, CA contract # building A construction Il-B occupancy S-I authority CARLSBAD FIRE r- Sprinklers in Remote No. Mfgr Mod SIN# Size K 20 1 VICTAULIC I SSU V3401 117132" 18.00 C,nIr+rr Titfrrm4iaua EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email ADAM@EPICFIRE.ORG Hydraulics Criteria density .20 GPM/1t2 remote area 1500 ft2 spr coverage 130 ft2 sprs flowing 20 Flow Test static pressure 63.00 psi residual pressure 40.50 psi quantity flowing 5,300.0 GPM date & time of flow test 4-3-20 system type WET design std NFPA13 hazard ORDGRPII figure curve location of flow test site 0 250 500 750 1000 Water Flow (GPM) 0 Copyright 2016 Sigma Development Group, Inc. Page 1 of 14 4 8Oo' Supply Analysis NORTH OAKS STORAGE BLDG A I ST FL. Da 'boavfHydiaoIk Source / Static / Residual / Quantity Total / (Zero Node /Pressure /Pressure / Flowing /Available / Pressure / Tota l/Required I SystemPressure / Flow / I 63.00psi 40.50psi 5,300.OGPM I 62.25ps1 I 841.5GPM I 60.11psi ( 3prinkler Flow: 591 .5GPM Additional Flows: 250.0 GPM lose Flow at Zero: None Total System Flow: 841 .5GPM Maximum velocity in pipe 276-277 is 22.7 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 304 14.00 Sprinkler 8.00 26.00 10.56 26.00 303 14.00 Sprinkler 8.00 26.00 10.56 26.00 305 14.00 Sprinkler 8.00 26.00 10.65 26.10 302 14.00 Sprinkler 8.00 26.00 10.66 26.13 306 14.00 Sprinkler 8.00 26.00 10.97 26.49 301 14.00 Sprinkler 8.00 26.00 11.02 26.56 307 14.00 Sprinkler 8.00 26.00 11.66 27.32 300 14.00 Sprinkler 8.00 26.00 11.76 27.44 308 14.00 Sprinkler 8.00 26.00 12.88 28.72 309 14.00 Sprinkler 8.00 26.00 14.80 30.77 315 14.00 Sprinkler 8.00 26.00 14.94 30.92 316 14.00 Sprinkler 8.00 26.00 14.94 30.93 310 14.00 Sprinkler 8.00 26.00 15.13 31.12 311 14.00 Sprinkler 8.00 26.00 15.13 31.12 317 14.00 Sprinkler 8.00 26.00 15.23 31.23 312 14.00 Sprinkler 8.00 26.00 15.41 31.41 318 14.00 Sprinkler 8.00 26.00 16.23 32.23 313 14.00 Sprinkler 8.00 26.00 16.40 32.40 319 14.00 Sprinkler 8.00 26.00 18.34 34.26 314 14.00 Sprinkler 8.00 26.00 18.50 34.41 6 4.00 Hose Flow 52.30 250.0 0 Copyright 2016 Sigma Development Group, Inc. Page 2 of 14 W8800- Pipe Information [H OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID I Flows Added Inside Length flu CValue I I Total (Pt) psi Fitting ft I I Elev (Pe) psi I GPM I Diameter in Fittings I Notes To EIev2 I Type IFriction Loss psi/ft J Total Total ft Frict (Pt) psi 316 14.00 11/20 Eddy Flow 1.7280 0 Len 10.0 Ftg 0.0 c = 120 Pt 315) 14.941 Pe 0.000 Pt 0.002 315 14.00 BL 2.2 0.00020 Total 10.0 317 14.00 V/2 Eddy Flow 30.9 1.7280 0 Len 10.0 Ftg 0.0 C= 120 0.02920 Pt 316) 14.943 Pe 0.000 Pf 0.292 316 14.00 BL 33.2 Total 10.0 318 14.00 V/2" Eddy Flow 31.2 1.7280 0 Len 10.0 Ftg 0.0 C= 120 0.09960 Pt 317) 15.235 Pe 0.000 Pt 0.996 317 14.00 BL 64.4 Total 10.0 319 14.00 VI? Eddy Flow 32.2 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.21100 Pt 318) 16.231 Pe 0.000 Pt 2.110 318 14.00 BL 96.6 Total 10.0 251 14.00 11/20 Eddy Flow 34.3 1.7280 TIC Len 3.5 Ftg 11.3 C = 120 0.36993 Pt 319) 18.341 Pe 0.000 Pt 5.471 319 14.00 BL 130.9 Total 14.8 250 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.01507 Pt 251) 23.812 Pe 0.000 Pt 0.151 251 14.00 CM2 130.9 Total 10.0 Total Pressure at Node 250) 23.963 psi 311 14.00 1lI2 Eddy Flow 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.00009 Pt 310) 15.129 Pe 0.000 Pf 0.001 310 14.00 BL 1.5 Total 10.0 312 14.00 lh/2 Eddy Flow 31.1 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.02826 Pt 311) 15.130 Pe 0.000 Pf 0.283 311 14.00 BL 32.6 Total 10.0 313 14.00 172" Eddy Flow 31.4 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.09848 Pt 312) 15.413 Pe 0.000 Pf 0.985 312 14.00 BL 64.0 Total 10.0 314 14.00 172" Eddy Flow 32.4 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.21008 Pt 313) 16.397 Pe 0.000 Pt 2.101 313 14.00 BL 96.4 Total 10.0 250 14.00 172" Eddy Flow 344 1.7280 T!0 Len 3.5 Ftg 11.3 C = 120 Pt 314) 18.498 Pe 0.000 Pt 5.465 314 14.00 BL 130.8 0.36949 Total 14.8 0 Copyright 2016 Sigma Development Group, Inc. Page 3 of 14 ao Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID F Flows Added Inside Length ft C Value I I Total (Pt) DS Fitting ft I I Elev (Pe) psi GPM Diameter in Fittings Notes To Elev2 1 Type I Friction Loss! 1 psi/ft I I Total I Total ft Frict (Pt) psi 249 14.00 3 Eddy Flow 130.9 3.3340 0 Len io.oJ Ftg 0.0 C = 120 0.05429 Pt 250) 23.963 Pe 0.000 Pt 0.543 250 14.00 CM2 261.7 Total 10.0 Total Pressure at Node 249) 24.506 psi 305 14.00 1 Eddy Flow 1.7280 0 Len 5.0 Ftg 0.0 c = 120 0.01682 Pt 304) 10.562 Pe 0.000 Pt 0.084 304 14.00 BL 24.6 Total 5.0 306 14.00 1'/2" Eddy Flow 26.1 1.7280 0 Len 5.0 Ftg 0.0 C = 120 0.06406 Pt 305) 10.646 Pe 0.000 Pt 0.320 305 14.00 BL 50.7 Total 5.0 307 14.00 11/2 Eddy Flow 26.5 1.7280 0 Len 5.0 Ftg 0.0 C = 120 0.13937 Pt 306) 10.966 Pe 0.000 Pf 0.697 306 14.00 BL 77.2 Total 5.0 308 14.00 1h/2 Eddy Flow 27.3 1.7280 0 Len 5.0 Ftg 0.0 C = 120 0.24408 Pt 307) 11.663 Pe 0.000 Pt 1.220 307 14.00 BL 104.5 Total 5.0 309 14.00 1Y2" Eddy Flow 28.7 1.7280 0 Len 5.0 Ftg 0.0 C = 120 0.38240 Pt 308) 12.883 Pe 0.000 Pt 1.912 308 14.00 BL 133.3 Total 5.0 249 14.00 11/20 Eddy Flow 30.8 1.7280 TIO Len 6.0 Ftg 11.3 C = 120 Pt 309) 14.795 Pe 0.000 Pt 9.710 309 14.00 BL 164.0 0.56162 Total 17.3 248 14.00 3" Eddy Flow 261.7 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.13357 Pt 249) 24.506 Pe 0.000 Pt 1.336 Total 10.0 249 14.00 CM2 425.7 Total Pressure at Node 248) 25.841 psi 303 14.00 11/2 Eddy Flow 1.7280 0 Len 5.0 Ftg 0.0 C = 120 Pt 304) 10.562 Pe 0.000 Pt 0.000 304 14.00 BL 1.4 0.00008 Total 5.0 302 14.00 11/20 Eddy Flow 26.0 1.7280 0 Len 5.0 Ftg 0.0 C = 120 0.02046 Pt 303) 10.562 Pe 0.000 Pf 0.102 303 14.00 BL 27.4 Total 5.0 301 14.00 11/20 Eddy Flow 26.1 1.7280 0 Len 5.0 Ftg 0.0 C = 120 Pt 302) 10.664 Pe 0.000 Pf 0.353 302 14.00 BL 53.5 0.07067 Total 5.0 © Copyright 2016 Sigma Development Group, Inc. Page 4 of 14 dw Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows T Added Inside Length ft C Value I I Total (Pt) psi I Fitting ft I I Elev (Pe) psi GPM I Diameter Fittings I Friction Loss psi/It Notes I I To Elev2 Type Total Total ftj 1Frict(Pf) psi 300 14.00 1%" Eddy Flow 26.6 1.7280 0 Len 5.0 Ftg 0.0 c = 120 Pt 301) 11.018 Pe 0.000 Pt 0.745 301 14.00 BL 80.1 0.14896 Total 5.0 277 14.00 11/20 Eddy Flow 27.4 1.7280 T Len 7.0 Ftg 11.3 c = 120 Pt 300) 11.763 Pe 0.000 P1 4.700 300 14.00 BL 107.5 0.25696 Total 18.3 Total Pressure at Node 277) 16.462 psi 279 14.00 1% Eddy Flow 1.7280 E Len 13.5 Ftg 5.6 C= 120 Pt 315) 14.941 Pe 0.000 P1 0.427 315 14.00 BL 28.7 0.02229 Total 19.1 278 14.00 11/2 Eddy Flow 1.7280 OlE Len 10.0 Ftg 5.6 C = 120 0.02229 Pt 279) 15.368 Pe 0.000 Pf 0.349 279 14.00 BL 28.7 Total 15.6 Total Pressure at Node 278) 15.716 psi 278 14.00 11/20 Eddy Flow 1.7280 1 Len 13.5 Ftg 11.3 C = 120 Pt 310) 15.129 Pe 0.000 Pf 0.587 310 14.00 BL 29.6 0.02370 Total 24.8 277 14.00 1h/2 Eddy Flow 28.7 1.7280 0 Len 9.0 Ftg 0.0 = 120 Pt 278) 15.716 Pe 0.000 P1 0.746 278 14.00 BL 58.3 0.08288 Total 9.0 276 14.00 1%" Eddy Flow 107.5 1.7280 0 Len 10.0 Ftg 0.0 C = 120 Pt 277) 16.462 Pe 0.000 P1 5.729 277 14.00 BL 165.8 0.57289 Total 10.0 248 14.00 11/2 Eddy Flow -123.5 1.7280 TIT Len 57.0 Ftg 22.6 C = 120 0.04587 Pt 276) 22.191 Pe 0.000 Pf 3.650 276 14.00 BL 42.4 Total 79.6 247 14.00 3" Eddy Flow 425,7 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.15919 Pt 248) 25.841 Pe 0.000 Pf 1.592 248 14.00 CM2 468.1 Total 10.0 Total Pressure at Node 247) 27.433 psi 275 14.00 11/2 Eddy Flow 1.7280 0 Len 11.0 Ftg 0.0 C = 120 Pt 276) 22.191 Pe 0.000 Pt 3.652 276 14.00 BL 123.5 0.33197 Total 11.0 247 14.00 1h/2 Eddy Flow -96.4 1.7280 TIT Len 57.0 Ftg 22.6 C = 120 0.01998 Pt 275) 25.843 Pe 0.000 Pt 1.590 275 14.00 BL 27.0 Total 79.6 © Copyright 2016 Sigma Development Group, Inc. Page 5 of 14 74 aoo Da Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi Pipe ID j I Flows Added Inside Length ft l C Value 1Total (Pt) psi I Fitting ft I I Elev (Pe) psi I I GPM I Diameter in Fittings IFriction Loss psi/ft Notes I I To EIev2 Type Total Total ft] Frict (Pf) psi 246 14.00 3 Eddy Flow 468.1 3.3340 0 Len io.ol Ftg 0.0 C = 120 0.17661 Pt 247) 27.433 Pe 0.000 Pf 1.766 247 14.00 CM2 495.1 Total 10.0 Total Pressure at Node 246) 29.199 psi 270 14.00 lW Eddy Flow 1.7280 E Len 44.5 Ftg 5.6 C = 120 Pt 275) 25.843 Pe 0.000 Pf 10.539 275 14.00 BL 96.4 0.21017 Total 50.1 271 14.00 11/20 Eddy Flow -39.1 1.7280 TIO Len 10.0 Ftg 11.3 C = 120 Pt 270) 36.382 Pe 0.000 Pf 1.712 270 14.00 BL 57.4 0.08040 Total 21.3 272 14.00 1%" Eddy Flow -20.8 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.03501 Pt 271) 38.093 Pe 0.000 Pf 0.350 271 14.00 BL 36.6 Total 10.0 273 14.00 11/20 Eddy Flow -16.3 1.7280 E Len 30.0 Ftg 5.6 C = 120 Pt 272) 38.444 Pe 0.000 Pf 0.420 272 14.00 BL 20.3 0.01179 Total 35.6 274 14.00 1Y2" Eddy Flow -11.6 1.7280 T/E Len 9.5 Ftg 16.9 C = 120 Pt 273) 38.864 Pe 0.000 Pf 0.066 273 14.00 BL 8.8 0.00249 Total 26.4 221 14.00 11/2 Eddy Flow 1.7280 T/E Len 37.0 Ftg 16.9 C = 120 0.00249 Pt 274) 38.930 Pe 0.000 Pf 0.134 274 14.00 BL 8.8 Total 53.9 220 14.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00003 Pt 221) 39.064 Pe 0.000 Pf 0.000 221 14.00 CMI 8.8 Total 10.0 Total Pressure at Node 220) 39.064 psi 220 14.00 11/2 Eddy Flow 1.7280 T/0 Len 37.0 Ftg 11.3 C = 120 Pt 273) 38.864 Pe 0.000 Pt 0.200 273 14.00 BL 11.6 0.00415 Total 48.3 219 14.00 4" Eddy Flow 8.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00014 Pt 220) 39.064 Pe 0.000 Pt 0.001 220 14.00 CM1 20.3 Total 10.0 Total Pressure at Node 219) 39.066 psi 219 14.00 IW' Eddy Flow 1.7280 TIT Len 57.0 2 Pt 272) 38.444 Pe 0.000 Pf 0.622 272 14.00 BL 16.3 Total 79.6 © Copyright 2016 Sigma Development Group, Inc. Page 6 of 14 Da Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows Added Inside Length ftl C Value I I Total (Pt) psi I Fitting ft I I Elev (Pe) psi I GPM Diameter Fittings I Notes I To EIev2 Type in I Friction Loss Total Total ft] psi/ft jFrict (Pq Psi 218 14.00 4"EddyFlow 20.3 4.3100 0 Len 'mo] Ftg 0.0 C = 120 Pt 219) 39.066 Pe 0.000 Pt 0.004 219 14.00 CM1 36.6 _-_________ 0.00041 Total 10.0 Total Pressure at Node 218) 39.070 psi 218 14.00 11/2" Eddy Flow 1.7280 TIT Len 57.0 Ftg 22.6 C = 120 Pt 271) 38.093 Pe 0.000 Pt 0.976 271 14.00 BL 20.8 0.01227 Total 79.6 217 14.00 4" Eddy Flow 36.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00094 Pt 218) 39.070 Pe 0.000 Pt 0.009 218 14.00 CM1 57.4 Total 10.0 Total Pressure at Node 217) 39.079 psi 217 14.00 1/2" Eddy Flow 1.7280 TIO Len 57.0 Ftg 11.3 C = 120 0.03950 Pt 270) 36.382 Pe 0.000 Pt 2.697 270 14.00 BL 39.1 Total 68.3 216 14.00 4" Eddy Flow 57,4 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00245 Pt 217) 39.079 Pe 0.000 Pf 0.025 217 14.00 CM1 96.4 Total 10.0 Total Pressure at Node 216) 39.104 psi 245 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 c = 120 Pt 246) 29.199 Pe 0.000 Pt 1.470 246 14.00 CM2 448.3 0.14698 Total 10.0 244 14.00 3" Eddy Flow -43.0 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 245) 30.669 Pe 0.000 Pt 1.219 245 14.00 CM2 405.3 0.12195 243 14.00 3" Eddy Flow -39.8 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.10072 Pt 244) 31.889 Pe 0.000 Pt 1.007 244 14.00 CM2 365.5 Total 10.0 242 14.00 3" Eddy Flow -37,1 3.3340 0 Len 10.0 Ftg 0.0 c = 120 0.08260 Pt 243) 32.896 Pe 0.000 Pt 0.826 243 14.00 CM2 328.3 Total 10.0 241 14.00 3" Eddy Flow -35.0 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 242) 33.722 Pe 0.000 Pt 0.671 242 14.00 CM2 293.3 0.06705 Total 10.0 240 14.00 3" Eddy Flow 334 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 241) 34.393 Pe 0.000 Pt 0.536 241 14.00 CM2 259.9 0.05360 Total 10.0 0 Copyright 2016 Sigma Development Group, Inc. Page 7 of 14 Da 48OO Pipe Information boanl Hydraulics IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows Added Inside Length ft j C Value I I Total (Pt) psi I Fitting ft I Elev (Pe) psi I GPM Diameter Fittings I Notes To Elev2 Type in I Friction Loss Total Total ftl psi/ft Frict (Pt) psi 239 14.00 3' Eddy Flow -32.4 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 240) 34.929 Pe 0.000 Pt 0.419 240 14.00 CM2 227.5 0.04189 Total 10.0 238 14.00 3' Eddy Flow -32.0 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 239) 35.348 Pe 0.000 Pt 0.317 239 14.00 CM2 195.5 0.03166 Total 10.0 237 14.00 3" Eddy Flow -32.0 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 238) 35.664 Pe 0.000 Pt 0.227 238 14.00 CM2 163.5 0.02274 Total 10.0 236 14.00 3" Eddy Flow -32.6 3.3340 0 Len 10.0 Ftg 0.0 = 120 0.01508 Pt 237) 35.892 Pe 0.000 Pt 0.151 237 14.00 CM2 130.9 Total 10.0 235 14.00 3' Eddy Flow -33.6 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 236) 36.042 Pe 0.000 Pt 0.087 236 14.00 CM2 97.4 0.00872 Total 10.0 234 14.00 3" Eddy Flow -35.0 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 235) 36.130 Pe 0.000 Pt 0.038 235 14.00 CM2 62.4 0.00383 Total 10.0 265 14.00 1%" Eddy Flow -41.5 1.7280 111 Len 57.0 Ftg 22.6 C = 120 0.01241 Pt 234) 36.168 Pe 0.000 Pt 0.987 234 14.00 BL 20.9 Total 79-6 1 Total Pressure at Node 265) 37.155 Psi 233 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.00180 Pt 234) 36.168 Pe 0.000 Pf 0.018 234 14.00 CM2 41.5 Total 10.0 266 14.00 1h/2 Eddy Flow -27.3 1.7280 lIT Len 57.0 Ftg 22.6 C = 120 0.00607 Pt 233) 36.186 Pe 0.000 Pt 0.483 233 14.00 BL 14.2 Total 79.6 Total Pressure at Node 266) 36.669 Psi 232 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 C = 120 0.00083 Pt 233) 36.186 Pe 0.000 Pf 0.008 233 14.00 CM2 27.3 Total 10.0 267 14.00 1h/2 Eddy Flow -16.9 1.7280 lIT Len 57.0 Ftg 22.6 C = 120 0.00340 Pt 232) 36.194 Pe 0.000 Pt 0.271 232 14.00 BL 10.4 Total 779.6 Total Pressure at Node 267) 36.465 psi 0 Copyright 2016 Sigma Development Group, Inc. Page 8 of 14 W890 0- Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID T Flo Added Inside Length ft] C Value I I Total (Pt) psi I Fitting ft I Elev (Pe) psi I GPM Diameter in Fittings I Notes To Elev2 'I Type IFriction Loss psi/ft I Total Total ft j Ict (PQ psi 231 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 c = 120 0.00034 Pt 232) 36.194 Pe 0.000 Pt 0.003 232 14.00 CM2 16.9 Total 10.0 268 14.00 11/2 Eddy Flow 3 1.7280 lIT Len 57.0 Ftg 22.6 c = 120 Pt 231) 36.198 Pe 0.000 Pt 0.191 231 14.00 BL 8.6 0.00241 Total 79.6 Total Pressure at Node 268) 36.389 psi 230 14.00 3" Eddy Flow 3.3340 0 Len 10.0 Ftg 0.0 C = 120 Pt 231) 36.198 Pe 0.000 Pt 0.001 231 14.00 CM2 8.3 0.00009 Total 10.0 269 14.00 11/2 Eddy Flow 1.7280 110 Len 57.0 Ftg 11.3 C = 120 Pt 230) 36.199 Pe 0.000 Pf 0.155 230 14.00 BL 8.3 0.00227 268 14.00 11/2 Eddy Flow 1.7280 OlE Len 10.0 Ftg 5.6 C = 120 0.00227 Pt 269) 36.354 Pe 0.000 Pt 0.036 269 14.00 BL 8.3 Total 15.6 267 14.00 1h/2 Eddy Flow 8.6 1.7280 0 Len 9.0 Ftg 0.0 c = 120 0.00843 Pt 268) 36.389 Pe 0.000 Pf 0.076 268 14.00 BL 16.9 Total 9.0 266 14.00 1h/2 Eddy Flow 10.4 1.7280 0 Len 10.0 Ftg 0.0 C = 120 0.02039 Pt 267) 36.465 Pe 0.000 Pf 0.204 267 14.00 BL 27.3 Total 10.0 265 14.00 11/2 Eddy Flow 14.2 1.7280 0 Len 11.0 Ftg 0.0 C = 120 0.04421 Pt 266) 36.669 Pe 0.000 Pt 0.486 266 14.00 BL 41.5 Total 11-0 1 264 14.00 1/2" Eddy Flow 20.9 1.7280 E Len 44.0 Ftg 5.6 C = 120 0.09396 Pt 265) 37.155 Pe 0.000 Pt 4.665 265 14.00 BL 62.4 Total 49.6 263 14.00 1/2" Eddy Flow -18,2 1.7280 oIl Len 11.0 Ftg 11.3 C = 120 0.04960 Pt 264) 41.820 Pe 0.000 Pt 1.106 264 14.00 BL 44.2 Total 22.3 262 14.00 1/2 Eddy Flow -7.9 1.7280 E Len 10.0 Ftg 5.6 C = 120 Pt 263) 42.925 Pe 0.000 Pt 0.540 263 14.00 BL 36.3 0.03453 Total 15.6 © Copyright 2016 Sigma Development Group, Inc. Page 9 of 14 Pipe Information H OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows Added Inside Length ft C Value I Total (Pt) psi Fitting ft I Elev (Pe) psi I GPM Diameter in Fittings I Notes To Elev2 Type I Friction Loss psi/ft Total Total ftl Frict (Pt) psi 261 14.00 11/20 Eddy Flow 99 1.7280 E Len 31.0 Ftg 5.6 C = 120 Pt 262) 43.466 Pe 0.000 Pt 0.704 262 14.00 BL 26.5 0.01921 Total 36.6 260 14.00 11/20 Eddy Flow -11.2 1.7280 0ff Len 10.0 Ftg 11.3 C = 120 0.00695 Pt 261) 44.170 Pe 0.000 Pt 0.148 261 14.00 BL 15.3 200 14.00 11/20 Eddy Flow 1.7280 TIE Len 37.0 Ftg 16.9 c = 120 Pt 260) 44.318 Pe 0.000 Pt 0.375 260 14.00 BL 15.3 0.00695 Total 53.9 199 14.00 4" Eddy Flow 4.3100 0 Len 5.0 Ftg 0.0 = 120 0.00008 Pt 200) 44.693 Pe 0.000 Pt 0.000 Total 5.0 200 14.00 CM1 15.3 Total Pressure at Node 199) 44.693 psi 204 14.00 11Y Eddy Flow 1.7280 TIO Len 57.0] Ftg 11.3 C= 120 Pt 264) 41.820 Pe 0.000 Pt 0.658 264 14.00 BL 18.2 0.00964 Total 6] Total Pressure at Node 204) 42.478 psi 203 14.00 11/2w Eddy Flow 1.7280 TIT Len 57.0 6__9.__ 20 Pt 263) 42.925 Pe 0.000 0.162 263 14.00 BL 7.9 Total 79.6 Total Pressure at Node 203) 43.087 psi 202 14.00 11/20 Eddy Flow 1.7280 TIT Ftg 22.6 Pt 262) 43.466 Pe 0.000 Pt 0.247 262 14.00 BL 9.9 0.00310 Total 79.6 Total Pressure at Node 202) 43.712 psi 201 14.00 1%' Eddy Flow 1.7280 110 Len 37.0 Pt 261) 44.169 0.000 0.00390 0.189 261 14.00 BL 11.2 Total 48.3 Total Pressure at Node 201) 44.358 psi 216 14.00 11/2 Eddy Flow 1.7280 TIT Len 157.0 Ftg 22.6 C = 120 0.05515 Pt 246) 29.199 Pe 0.000 Pt 9.904 246 14.00 BL 46.8 Total 179.6 215 14.00 40 Eddy Flow 96.4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 216) 39.104 Pe 0.000 Pf 0.051 216 14.00 CMI 143.2 0.00510 Total 10.0 1 Total Pressure at Node 215) 39.155 psi © Copyright 2016 Sigma Development Group, Inc. Page 10 of 14 Pipe Information IH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows Added Inside Length It] C Value I I Total (Pt) psi Fitting ft I I Elev (Pe) psi I GPM Diameter in Friction Loss ft Fittings I psi/ft Notes To Elev2 Type Total Total ft I [Frict (Pt) psi 215 14.00 11/20 Eddy Flow 1.7280 l/T Len 157.0 Ftg 22.6 c = 120 Pt 245) 30.669 Pe 0.000 Pt 8.485 245 14.00 BL 43.0 0.04725 Total 179.6 214 14.00 4" Eddy Flow 143.2 4.3100 0 Len 10.0 Ftg 0.0 c = 120 Pt 215) 39.155 Pe 0.000 Pt 0.083 215 14.00 CM1 186.3 0.00829 Total 10.0 Total Pressure at Node 214) 39.238 psi 214 14.00 I% Eddy Flow 1.7280 liT Len 157.0 Ftg 22.6 C = 120 0.04092 Pt 244) 31.889 Pe 0.000 Pt 7.349 244 14.00 BL 39.8 Total 179.6 213 14.00 4" Eddy Flow 186.3 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 214) 39.238 Pe 0.000 Pt 0.119 214 14.00 CM1 226.1 0.01186 Total 10.0 Total Pressure at Node 213) 39.356 psi 213 14.00 11/20 Eddy Flow 1.7280 1/1 Len 157.0 Ftg 22.6 C = 120 Pt 243) 32.896 Pe 0.000 Pt 6.460 243 14.00 BL 37.1 0.03597 Total 179.6 212 14.00 4" Eddy Flow 226.1 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.01571 Pt 213) 39.356 Pe 0.000 Pf 0.157 213 14.00 CM1 263.2 Total 10.0 Total Pressure at Node 212) 39.513 psi 212 14.00 11/2 Eddy Flow 1.7280 TIT Len 157.0 Ftg 22.6 C = 120 0.03225 Pt 242) 33.722 Pe 0.000 Pt 5.791 242 14.00 BL 35.0 Total 179.6 211 14.00 4" Eddy Flow 263.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 1 0.01980 Pt 212) 39.513 Pe 0.000 Pf 0.198 212 14.00 CM1 298.2 Total 10.0 Total Pressure at Node 211) 39.711 psi 211 14.00 11/20 Eddy Flow 1.7280 1ff Len 157.0 Ftg 22.6 C = 120 0.02962 Pt 241) 34.393 Pe 0.000 Pt 5.319 241 14.00 BL 33.4 Total 179.6 210 14.00 4" Eddy Flow 298.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02410 Pt 211) 39.711 Pe 0.000 Pt 0.241 211 14.00 CM1 331.6 Total 10.0 Total Pressure at Node 210) 39.952 psi 0 Copyright 2016 Sigma Development Group, Inc. Page 11 of 14 Da Pipe Information IH OAKS STORAGE BLDG A 151 FL. From Elevi ft Pipe ID Flows Added T I Inside Length ftT I C Value Total (Pt) psi I Fitting ft Elev (Pe) psi I GPM Diameter Fittings Notes Frict(Pf) psil To Elev2 ft Type Friction Loss psi/ft Total 1Total ft 1 210 14.00 11/20 Eddy Flow 1.7280 liT Len 157.0 Ftg 22.6 C = 120 0.02797 Pt 240) 34.929 Pe 0.000 Pf 5.024 240 14.00 BL 32.4 Total 179.6 209 14.00 4° Eddy Flow 331.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 210) 39.952 Pe 0.000 Pf 0.286 210 14.00 CM1 364.1 0.02864 Total 10.0 Total Pressure at Node 209) 40.239 psi 209 14.00 1h/2 Eddy Flow 1.7280 lIT Len 157.0 Ftg 22.6 C = 120 Pt 239) 35.348 Pe 0.000 Pf 4.891 239 14.00 BL 32.0 0.02724 Total 179.6 208 14.00 4° Eddy Flow 364.1 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 209) 40.239 Pe 0.000 Pf 0.335 209 14.00 CM1 396.0 0.03346 Total 10.0 Total Pressure at Node 208) 40.573 psi 208 14.00 1h/2 Eddy Flow 1.7280 1ff Len 157.0 Ftg 22.6 C = 120 0.02734 Pt 238) 35.664 Pe 0.000 Pf 4.909 238 14.00 BL 32.0 Total 179.6 207 14.00 4° Eddy Flow 396.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 208) 40.573 Pe 0.000 Pt 0.386 208 14.00 CM1 428.0 0.03864 Total 10-0 1 Total Pressure at Node 207) 40.960 psi 207 14.00 11/2 Eddy Flow 1.7280 1ff Len 157.0 Ftg 22.6 C = 120 0.02822 Pt 237) 35.892 Pe 0.000 Pf 5.068 237 14.00 BL 32.6 Total 179.6 206 14.00 4 Eddy Flow 428.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.04425 i Pt 207) 40.960 Pe 0.000 Pf 0.442 207 14.00 CM1 460.6 Total 10.0 Total Pressure at Node 206) 41.402 psi 206 14.00 1h/2fl Eddy Flow 1.7280 TIT Len 157.0 Ftg 22.6 C = 120 0.02985 Pt 236) 36.042 Pe 0.000 Pf 5.360 236 14.00 BL 33.6 Total 179.6 205 14.00 4" Eddy Flow 460.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.05040 Pt 206) 41.402 Pe 0.000 Pf 0.504 206 14.00 CM1 494.2 Total 10.0 Total Pressure at Node 205) 41.906 psi © Copyright 2016 Sigma Development Group, Inc. Page 12 of 14 á8OO Pipe Information Da IH OAKS STORAGE BLDG A 1ST FL. From ENO ft Pipe ID Flo Added Inside Length C Value I Total (Pt) psi Filling ft I I Elev (Pe) psi GPM Diameter in Fillings I Notes To Elev2 Type IFriction Loss I psi/ft Total Total ft I I Frict (Pt) psi 205 14.00 VA" Eddy Flow 1.7280 TIT Len 157.0 Ftg 22.6 C = 120 0.03217 Pt 235) 36.130 Pe 0.000 Pf 5.777 235 14.00 BL 35.0 Total 179.6 204 14.00 4" Eddy Flow 494.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 205) 41.906 Pe 0.000 Pt 0.572 205 14.00 CMI 529.1 0.05719 Total 10.0 203 14.00 4" Eddy Flow 18.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.06089 Pt 204) 42.478 Pe 0.000 Pf 0.609 204 14.00 CMI 547.4 Total 10.0 202 14.00 4" Eddy Flow 7.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 203) 43.087 Pe 0.000 Pt 0.625 203 14.00 CMI 555.2 0.06252 201 14.00 4" Eddy Flow 9.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.06459 Pt 202) 43.712 Pe 0.000 Pf 0.646 202 14.00 CMI 565.1 Total 10.0 199 14.00 4" Eddy Flow 11.2 4.3100 Len 5.0 Ftg 0.0 c = 120 Pt 201) 44.358 Pe 0.000 Pt 0.335 201 14.00 CMI 576.3 0.06697 Total 5.0 Total Pressure at Node 199) 44.693 psi 1 4.00 8" PVC CL150 7.9800 2EE JLen 245.01 Ftg 27.2 C = 150 0.00211 Pt 5) 56.636 Pe 0.000 Pt 0.576 5 4.00 LU 563.2 Total 272.2 Total Pressure at Node 1) 57.211 Psi 4 4.00 8" PVC CL150 7.9800 2EE Len 115.0 Ftg 27.2 C = iso 0.00057 Pt 5) 56.636 Pe 0.000 Pt 0.082 5 4.00 LU 278.4 Total 142.2 3 4.00 8" PVC CL150 7.9800 2EE,2E Len 200.0 Ftg 81.5 C = 150 0.00057 Pt 4) 56.718 Pe 0.000 Pt 0.162 4 4.00 LU 278.4 Total 281.5 2 4.00 8" PVC CLI5O 7.9800 T,2EE Len 445.0 Ftg 80.0 C = 150 0.00057 Pt 3) 56.879 Pe 0.000 Pf 0.302 3 4.00 LU 278.4 Total 525.0 1 4.00 8" PVC CLI50 7.9800 EE Len 40.0 Ftg 13.6 C = 150 Pt 2) 57.181 Pe 0.000 Pt 0.031 2 4.00 LU 278.4 0.00057 Total 53.6 Total Pressure at Node 1) 57.212 psi © Copyright 2016 Sigma Development Group, Inc. Page 13 of 14 Pipe Information fH OAKS STORAGE BLDG A 1ST FL. From Elevi ft Pipe ID Flows Added Inside TLength ftT C Value I Total (Pt) psiJ I I Fitting ft I I Elev (Pe) psi GPM Diameter in Fittings I I Notes I Frict(Pf) psij, To Elev2 ft Type IFriction Lossi psi/ft Total I 1Total ftj, 7 14.00 4" Eddy Flow 4.3100 1 Len 9.3 Ftg 27.9 c = 120 0.07029 Pt 199) 44.693 Pe 0.000 pf 2.610 199 14.00 FM 591.5 Total 37.1 6 4.00 6" Sch 10 6.3570 3E Len 10.0 Ftg 52.8 C = 120 Pt 7) 47.303 Pe 4.333 Pt 0.665 7 14.00 FR 591.5 0.01059 Total 62.8 5 4.00 6" PVC CL150 250,0 6.0900 T,3E!GV CV2EE ,, Len 75.0 Ftg 186.4 C=150 0.01658 Pt 6) 52.301 Pe 0.000 Pt 4.335 6 4.00 UN 841.5 Total Pressure at Node 5) 56.636 psi o 0.00 8" PVC CLI5O 7.9800 2T,E!EE Len 115.01 Ftg 146.4 E-1 0.00445 Pt 1) 57.211 Pe 1.733 Pt 1.162 1 4.00 UN 841.5 Total 261.4 Total Pressure at Node 0) 60.107 psi 0 Copyright 2016 Sigma Development Group, Inc. Page 14 of 14 1 9c120 2-O-Qt( á8OO DashboafdHydraulAcp Hydraulics Summary Sheet Project Information _______________________ Calculation Date: 5/13/2020 8:19 AM I NORTH OAKS STORAGE BLDG A 2ND FL. I system ID drawing ref FP-3 2815 CARIBOU CT. CARLSBAD, CA contract # building A construction Il-B occupancy S-i authority CARLSBAD FIRE frnfpr.4.,r EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email ADAM@EPICFIRE.ORG - Sprinklers in Remote No. Mfgr Mod SIN# Size K L2 I VICTAULIC I SSU I V3401 117132" 18.00 Hydraulics Criteria density .20 GPM/ft2 remote area 1500 ft2 spr coverage 130 ft2 On; flowinci 27 Flow Test static pressure 63.00 psi residual pressure 40.50 psi quantity flowing 5,300.0 GPM date & time of flow test 4-3-20 system type WET design std NFPA 13 hazard ORDGRPII figure curve location of flow test site 95 90 I 62.04 psi available at Sprinkler Demand of 58.11 psi L 85 with System Flow of 964.7 GPM —i Margin: +6.3% 80 - 75 70— __- 65 60 _ - 55 50 - 45 40 35 30 - 25 20 15 1010-100 964,7 PM q.85 0 250 500 750 1000 1250 Water Flow (GPM) © Copyright 2016 Sigma Development Group, Inc. Page 1 of 15 inn Design Layer 1 - Supply I Demand Graph 48OO Supply Analysis Da&'iasdHydauli NORTH OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) Sprinkler Flow: 714.7GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 964.7GPM Maximum velocity in pipe 108-55 is 21.7 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 136 24.00 Sprinkler 8.00 24.00 9.00 24.00 133 24.00 Sprinkler 8.00 24.00 9.01 24.02 130 24.00 Sprinkler 8.00 24.00 9.05 24.07 137 24.00 Sprinkler 8.00 24.00 9.08 24.11 134 24.00 Sprinkler 8.00 24.00 9.09 24.12 131 24.00 Sprinkler 8.00 24.00 9.14 24.18 121 24.00 Sprinkler 8.00 24.00 10.22 25.58 112 24.00 Sprinkler 8.00 24.00 10.23 25.59 103 24.00 Sprinkler 8.00 24.00 10.28 25.65 119 24.00 Sprinkler 8.00 24.00 10.37 25.76 110 24.00 Sprinkler 8.00 24.00 10.38 25.78 101 24.00 Sprinkler 8.00 24.00 10.43 25.84 123 24.00 Sprinkler 8.00 24.00 10.69 26.16 114 24.00 Sprinkler 8.00 24.00 10.71 26.18 105 24.00 Sprinkler 8.00 24.00 10.76 26.24 118 24.00 Sprinkler 8.00 24.00 10.86 26.36 109 24.00 Sprinkler 8.00 24.00 10.87 26.38 100 24.00 Sprinkler 8.00 24.00 10.92 26.44 124 24.00 Sprinkler 8.00 24.00 11.56 27.20 115 24.00 Sprinkler 8.00 24.00 11.57 27.21 138 24.00 Sprinkler 8.00 24.00 11.58 27.22 135 24.00 Sprinkler 8.00 24.00 11.59 27.23 106 24.00 Sprinkler 8.00 24.00 11.63 27.28 132 24.00 Sprinkler 8.00 24.00 11.64 27.30 126 24.00 1 Sprinkler 1 8.00 24.00 15.57 1 31.56 0 Copyright 2016 Sigma Development Group, Inc. Page 2 of 15 Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 117 24.00 Sprinkler 8.00 24.00 15.58 31.58 108 24.00 Sprinkler 8.00 24.00 15.65 31.65 6 4.00 Hose Flow 48.56 250.0 © Copyright 2016 Sigma Development Group, Inc. Page 3 of 15 C Copyright 2016 Sigma Development Group, Inc. Page 4 of 15 U ao Da Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevl ft Pipe ID Flows Added Inside Length C Value I TTotal (Pt) psi Fitting ft I I Elev (Pe) psi I I 1Frict(PQ psi GPM Diameter in Fittings Friction Loss ' psi/ft Notes To Elev2 Type Total Total ft 120 24.00 1 Eddy Thead 1.0830 1 Len Ftg 5.8 0120pt136) 8.999 Pe 0.000 Pf 1.224 136 24.00 AID 24.0 0.15610 Total 7.8 Total Pressure at Node 120) 10.223 psi 125 24.00 1" Eddy Thead 1.0830 T Len 2.0 _ 12Pt138) 11.577 Pe 0.000 Pf 1.545 138 24.00 AO 27.2 0.6 Total 7.8 Total Pressure at Node 125) 13.122 psi 122 24.00 1" Eddy Thead 1.0830 T Len 2.0 Ftg 5.8 C = 120 Pt 137) 9.082 Pe 0.000 Pf 1.234 137 24.00 AO 24.1 0.15743 Total 7.8 Total Pressure at Node 122) 10.316 psi 116 24.00 l Eddy Thead 1.0830 T Len 2.0 Ftg 5.8 J.__ 9._20 Pt 135) 11.588 Pe 0.000 Pf 1.546 135 24.00 AO 27.2 Total 7.8 Total Pressure at Node 116) 13.134 psi 113 24.00 1" Eddy Thead 1.0830 T Len 2.0 f 20 15761 0.Pf Pt 134) 9.093 Pe 0.000 1.236 134 24.00 AO 24.1 Total 7.8 Total Pressure at Node 113) 10.329 psi 111 24.00 1" Eddy Thead 1.0830 1 TLen 2.01 I Ftg 5.8 C=120 0.15628 Pt 133) 9.010 Pe 0.000 Pf 1.225 133 24.00 AO 24.0 jTotal 7.I Total Pressure at Node 111) 10.236 psi 107 24.00 1' Eddy Thead 1.0830 T TLen 2.01 I Ftg 5.8 C=120 Pt 132) 11.642 Pe 0.000 Pf 1.553 132 24.00 AO 27.3 0.19808 Total 7.8 Total Pressure at Node 107) 13.195 psi 104 24.00 1" Eddy Thead 1.0830 1 TLen 2.01 I Ftg 5.8 C=120 0.15830 Pt 131) 9.136 Pe 0.000 Pf 1.241 131 24.00 AO 24.2 jiT7 Total Pressure at Node 104) 10.378 psi 102 24.00 1" Eddy Thead 1.0830 T Len 2.0 f 120 15697 0.Pf Pt 130) 9.053 Pe 0.000 1.231 130 24.00 AO 24.1 Total 7.8 © Copyright 2016 Sigma Development Group, Inc. Page 5 of 15 ib Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID T Flows Added Inside Length ft C Value I [Total (Pt) psi Fitting ft I I Elev (Pe) psi I Frict (Pt) psi GPM Diameter in Fittings I Notes To ft Elev2 I 1 Type I Friction Loss I psi/ft Total Total ft Total Pressure at Node 102) 10.284 Psi 122 24.00 11/2" Eddy Flow 1.7280 Len 7.0 Ftg 0.0 c = 120 0.01381 Pt 121) 10.220 Pe 0.000 Pt 0.097 121 24.00 BL 22.1 Total 7.0 123 24.00 11/2 Eddy Flow 24,1 1.7280 Len 7.0 Ftg 0.0 c = 120 0.05397 Pt 122) 10.316 Pe 0.000 Pt 0.378 122 24.00 BL 46.2 Total 7.0 124 24.00 11/20 Eddy Flow 26,2 1.7280 Len 7.0 Ftg 0.0 c = 120 Pt 123) 10.694 Pe 0.000 Pt 0.866 123 24.00 BL 72.4 0.12371 Total 7.0 125 24.00 11/20 Eddy Flow 27.2 1.7280 Len 7.0 Ftg 0.0 = 120 0.22317 Pt 124) 11.560 Pe 0.000 Pf 1.562 124 24.00 BL 99.6 Total 7.0 126 24.00 1/2 Eddy Flow 27.2 1.7280 Len 7.0 Ftg 0.0 = 120 Pt 125) 13.122 Pe 0.000 Pt 2.443 125 24.00 BL 126.8 0.34895 Total 7.0 57 24.00 11/2 Eddy Flow 31.6 1.7280 1 Len 12.0 Ftg 11.3 C = 120 0.52639 Pt 126) 15.565 Pe 0.000 Pt 12.260 126 24.00 BL F158.4 Total 23.3 Total Pressure at Node 57) 27.824 psi 120 24.00 11/20 Eddy Flow 1.7280 Len 7.0 Ftg 0.0 = 120 0.00044 Pt 121) 10.220 Pe 0.000 Pf 0.003 121 24.00 BL 3.4 Total 7.0 119 24.00 11/20 Eddy Flow 24.0 1.7280 Len 7.0 Ftg 0.0 c = 120 0.02056 Pt 120) 10.223 Pe 0.000 Pf 0.144 120 24.00 BL 27.4 Total 7.0 118 24.00 11/2' Eddy Flow 25.8 1.7280 Len 7.0 Ftg 0.0 = 120 0.06995 Pt 119) 10.367 Pe 0.000 Pf 0.490 119 24.00 BL 53.2 Total 7.0 27 24.00 11/20 Eddy Flow 26.4 1.7280 1 Len 122.0 Ftg 11.3 C = 120 Pt 118) 10.857 Pe 0.000 Pt 19.631 118 24.00 BL 79.6 0.14728 Total 133.3 Total Pressure at Node 27) 30.487 psi 113 24.00 11/2 Eddy Flow 1.7280 Len 7.01 Ftg 0.0 c = 120 Pt 112) 10.232 Pe 0.000 Pt 0.096 112 24.00 BL 22.1 0.01376 ii'3j Toa © Copyright 2016 Sigma Development Group, Inc. Page 6 of 15 á8OO Da Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ft l C Value I [Total (Pt) psi Fitting ft I Elev (Pe) psi GPM Diameter Fittings I Notes To EIev2 Type jFriction Loss L- ft , Total Total ft psi/ft [Frict (PU psi 114 24.00 11/2 Eddy Flow 24.1 1.7280 Len 7.0 Ftg 0.0 c = 120 0.05391 Pt 113) 10.329 Pe 0.000 Pt 0.377 113 24.00 BL 46.2 Total 7.0 115 24.00 11/2" Eddy Flow 26.2 1.7280 Len 7.0 Ftg 0.0 c = 120 0.12366 Pt 114) 10.706 Pe 0.000 Pf 0.866 114 24.00 BL 72.4 Total 7.0 116 24.00 11/2° Eddy Flow 27.2 1.7280 Len 7.0 Ftg 0.0 c = 120 0.22317 Pt 115) 11.572 Pe 0.000 Pt 1.562 115 24.00 BL 99.6 Total 7.0 117 24.00 11/2 Eddy Flow 27.2 1.7280 Len 7.0 Ftg 0.0 = 120 0.34901 Pt 116) 13.134 Pe 0.000 Pt 2.443 116 24.00 BL 126.8 Total 7.0 56 24.00 1h/2 Eddy Flow 31.6 1.7280 1 Len 12.0 Ftg 11.3 c = 120 0.52654 Pt 117) 15.577 Pe 0.000 Pt 12.263 117 24.00 BL 158.4 Total 23.3 Total Pressure at Node 56) 27.840 psi 111 24.00 11/2 Eddy Flow 1.7280 Len 7.0 Ftg 0.0 C = 120 Pt 112) 10.232 Pe 0.000 Pt 0.003 112 24.00 BL 3.5 0.00046 Total 7.0 110 24.00 1W Eddy Flow 24.0 1.7280 Len 7.0 Ftg 0.0 C = 120 0.02066 Pt 111) 10.236 Pe 0.000 Pt 0.145 111 24.00 BL 27.5 Total 7.0 109 24.00 11/2 Eddy Flow 25.8 1.7280 Len 7.0 Ftg 0.0 C = 120 Pt 110) 10.380 Pe 0.000 Pf 0.491 110 24.00 BL 53.3 0.07017 Total 7.0 26 24.00 11/2 Eddy Flow 26.4 1.7280 1 Len 122.0 Ftg 11.3 C = 120 0.14765 Pt 109) 10.871 Pe 0.000 Pt 19.680 109 24.00 BL 79.7 Total 133.3 Total Pressure at Node 26) 30.552 psi 104 24.00 1h/2 Eddy Flow 1.7280 Len 7.0 Ftg 0.0 C = 120 Pt 103) 10.281 Pe 0.000 Pt 0.097 103 24.00 BL 22.1 0.01382 Total 7.0 105 24.00 11/20 Eddy Flow 24.2 1.7280 Len 7.0 Ftg 0.0 C = 120 0.05415 Pt 104) 10.378 Pe 0.000 Pt 0.379 104 24.00 BL 46.3 Total 7.0 0 Copyright 2016 Sigma Development Group, Inc. Page 7 of 15 Do a z W8906- Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ft I C Value 1 Total (Pt) Psi I Fitting ft Elev (Pe) psi GPM Diameter Fittings ]Friction Notes I To Elev2 Type Loss I psi/ft Total Total ft Frict (Pf) psi 106 24.00 11/2 Eddy Flow 26.2 1.7280 Len 7.0 Ftg 0.0 c = 120 0.12422 Pt 105) 10.757 Pe 0.000 Pt 0.870 105 24.00 BL 72.6 Total 7.0 107 24.00 11/20 Eddy Flow 27.3 1.7280 Len 7.0 Ftg 0.0 c = 120 0.22417 Pt 106) 11.626 Pe 0.000 Pt 1.569 106 24.00 BL 99.8 Total 7.0 108 24.00 11/2 Eddy Flow 27.3 1.7280 Len 7.0 Ftg 0.0 c = 120 0.35056 Pt 107) 13.195 Pe 0.000 Pt 2.454 107 24.00 BL 127.1 Total 7.0 55 24.00 VI? Eddy Flow 31.6 1.7280 1 Len 12.0 Ftg 11.3 C = 120 0.52886 Pt 108) 15.649 Pe 0.000 Pt 12.317 108 24.00 BL 158.8 Total 23.3 Total Pressure at Node 55) 27.966 Psi 102 24.00 11/2 Eddy Flow 1.7280 Len 7.0 Ftg 0.0 c = 120 0.00046 Pt 103) 10.281 Pe 0.000 Pf 0.003 103 24.00 BL 3.5 Total 7.0 101 24.00 11/20 Eddy Flow 24.1 1.7280 Len 7.0 Ftg 0.0 c = 120 0.02074 Pt 102) 10.284 Pe 0.000 Pf 0.145 102 24.00 BL 27.6 Total 7.0 100 24.00 11/20 Eddy Flow 25.8 1.7280 Len 7.0 Ftg 0.0 C = 120 0.07047 Pt 101) 10.429 Pe 0.000 Pf 0.493 101 24.00 BL 53.4 Total 7.0 25 24.00 1'/2" Eddy Flow 26.4 1.7280 T Len 122.0 Ftg 11.3 C = 120 Pt 100) 10.922 Pe 0.000 Pt 19.764 100 24.00 BL 79.9 0.14828 Total 133.3 Total Pressure at Node 25) 30.686 psi 58 24.00 40 Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 57) 27.824 Fe 0.000 Pt 0.019 57 24.00 CM2 83.0 0.00186 Total 10.0 59 24.00 4" Eddy Flow -20.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 58) 27.843 Pe 0.000 Pf 0.011 58 24.00 CM2 62.1 0.00109 Total 10.0 60 24.00 40 Eddy Flow -20.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00051 Pt 59) 27.853 Pe 0.000 Pf 0.005 59 24.00 CM2 41.4 Total 10.0 0 Copyright 2016 Sigma Development Group, Inc. Page 8 of 15 Da Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elv1 Pipe ID 1 Flows I Added Inside Length ftl C Value I Total (Pt) psi I Fitting ft I Elev (Pe) psi GPM Diameter in Fittings I Notes To Elev2 Type Total IFriction Loss I psi/ft Total ft I Frict (Pt) psi 61 24.00 4" Eddy Flow -20.7 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.00014 Pt 60) 27.858 Pe 0.000 Pf 0.001 60 24.00 CM2 20.7 Total 10.0 31 24.00 11/2 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01219 Pt 61) 27.860 Pe 0.000 Pf 2.591 61 24.00 BL 20.7 Total 212.6 30 24.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 31) 30.450 Pe 0.000 Pt 0.001 31 24.00 CM1 20.7 0.00014 Total 10.0 Total Pressure at Node 30) 30.452 psi 30 24.00 1/2" Eddy Flow 1.7280 1ff Len 190.0 Ftg 22.6 C = 120 0.01220 Pt 60) 27.858 Pe 0.000 Pt 2.593 60 24.00 BL 20.7 Total 212.6 29 4" Eddy Flow 20.7 4.3100 E Pe "Totall 24.00 0 Len 10.0 Ftg 0.0 C = 120 0.00051 Pt 30) 30.452 0.000 Pt 0.005 30 24.00 CM1 _____ 41.4 Total Pressure at Node 29) 30.457 psi 29 24.00 11/z" Eddy Flow 1.7280 1ff Len 190.0 Ftg 22.6 C = 120 0.01225 Pt 59) 27.853 Pe 0.000 Pt 2.604 59 24.00 BL 20.7 Total 212.6 28 24.00 4" Eddy Flow 41,4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 29) 30.457 Pe 0.000 Pt 0.011 29 24.00 CM1 62.1 0.00109 Total 10.0 Total Pressure at Node 28) 30.468 psi 28 24.00 11/20 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01235 Pt 58) 27.843 Pe 0.000 Pf 2.625 58 24.00 BL 20.8 Total 212.6 27 24.00 4" Eddy Flow 62.1 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00186 Pt 28) 30.468 Pe 0.000 Pf 0.019 28 24.00 CM1 83.0 Total 10.0 26 24.00 4" Eddy Flow 79.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00644 Pt 27) 30.487 Pe 0.000 Pf 0.064 27 24.00 CM1 162.5 Total 10.0 25 24.00 4" Eddy Flow 79.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 26) 30.551 Pe 0.000 Pt 0.135 26 24.00 CM1 242.2 0.01347 Total 10-0 1 0 Copyright 2016 Sigma Development Group, Inc. Page 9 of 15 Da z W8900- Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value I TTotal (Pt) psi Fitting ft I I Elev (Pe) psi I GPM Diameter Fittings I Notes To EIev2 Type IFriction Loss L- ft Total Total ft I psi/ft I Frict (Pt) psi 24 24.00 4" Eddy Flow 79.9 4.3100 0 Ftg 0.0 0.02283 Pt 25) 30.686 Pe 0.000 0.228 25 24.00 CM1 322.1 Total 10.0 Total Pressure at Node 24) 30.915 psi 56 24.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 57) 27.824 Pe 0.000 Pt 0.016 57 24.00 CM2 75.4 0.00156 Total 10.0 55 24.00 4" Eddy Flow 158,4 4.3100 0 Len 10.0 Ftg 0.0 c = 120 0.01262 Pt 56) 27.840 Pe 0.000 Pt 0.126 56 24.00 CM2 233.8 Total 10.0 54 24.00 4" Eddy Flow 158.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 55) 27.966 Pe 0.000 Pt 0.329 55 24.00 CM2 392.6 0.03293 Total 10.0 53 24.00 4" Eddy Flow -20.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02978 Pt 54) 28.295 Pe 0.000 Pt 0.298 54 24.00 CM2 371.8 Total 10.0 52 24.00 4" Eddy Flow -20.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02679 Pt 53) 28.593 Pe 0.000 Pf 0.268 53 24.00 CM2 351.2 Total 10.0 51 24.00 4' Eddy Flow -20.7 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02394 Pt 52) 28.861 Pe 0.000 pf 0.239 52 24.00 CM2 330.5 Total 10.0 50 24.00 4" Eddy Flow -21.0 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02120 Pt 51) 29.101 Pe 0.000 Pt 0.212 51 24.00 CM2 309.4 Total 10.0 49 24.00 4" Eddy Flow -21.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 50) 29.312 Pe 0.000 Pt 0.185 50 24.00 CM2 287.8 0.01854 Total 10.0 48 24.00 4" Eddy Flow -22.4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 49) 29.498 Pe 0.000 Pt 0.160 49 24.00 CM2 265.4 0.01596 Total 10.0 47 24.00 4" Eddy Flow -23.5 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 48) 29.657 Pe 0.000 Pt 0.134 48 24.00 CM2 241.9 0.01345 Total 10.0 © Copyright 2016 Sigma Development Group, Inc. Page 10 of 15 a Da ,00 Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From -i;ftV1 Pipe ID Flows Added Inside Length ft C Value ITotal (Pt) psi Fitting ft - GPM Diameter Fittings Notes ftTo Elev2 in Type Friction Loss L- Total Total ft I psi/ft f (PQ psi 46 24.00 4' Eddy Flow -247 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.01102 Pt 47) 29.792 Pe 0.000 Pf 0.110 47 24.00 CM2 217.2 Total 10.0 45 24.00 4" Eddy Flow -26.2 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00869 Pt 46) 29.902 Pe 0.000 Pt 0.087 46 24.00 CM2 191.0 Total 10.0 44 24.00 4" Eddy Flow -27.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00649 Pt 45) 29.989 Pe 0.000 Pt 0.065 45 24.00 CM2 163.2 Total 10.0 43 24.00 4" Eddy Flow -29.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00448 Pt 44) 30.054 Pe 0.000 Pf 0.045 44 24.00 CM2 133.6 Total 10.0 13 24.00 11/2 Eddy Flow -102.1 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.02664 Pt 43) 30.099 Pe 0.000 Pt 5.663 43 24.00 BL 31.6 Total 212.6 Total Pressure at Node 13) 35.762 Psi 42 24.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00272 Pt 43) 30.099 Pe 0.000 Pt 0.027 43 24.00 CM2 102.1 Total 10.0 12 24.00 1%" Eddy Flow -70.5 1.7280 T,4EIT Len 195.0 Ftg 45.2 C = 120 0.02659 Pt 42) 30.126 Pe 0.000 Pf 6.386 42 ______ 24.00 BL _____________ 31.5 Total 240.2 Total Pressure at Node 12) 36.512 psi 41 24.00 4" Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00137 Pt 42) 30.126 Pe 0.000 Pf 0.014 42 24.00 CM2 70.5 Total 10.0 11 24.00 lh/2fl Eddy Flow -34.6 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 Pt 41) 30.140 Pe 0.000 Pt 7.195 41 24.00 BL 35.9 0.03384 Total 212.6 Total Pressure at Node 11) 37.335 psi 40 24.00 4' Eddy Flow 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.00037 Pt 41) 30.140 Pe 0.000 Pf 0.004 41 24.00 CM2 34.6 Total 10.0 10 24.00 11/2 Eddy Flow 1.7280 T,4EIT Len 200.0 Ftg 45.2 C = 120 Pt 40) 30.144 Pe 0.000 Pt 7.735 40 24.00 BL 34.6 0.03155 Total 245.2 © Copyright 2016 Sigma Development Group, Inc. Page 11 of 15 Da zW8900- Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ftj C Value I [Total (Pt) psi I Fitting ft I Elev (Pe) psi GPM Diameter Fittings Notes To Elev2 Type in I Friction Loss I I Total Total ft I psi/ft I Frict (Pf) psi 9 24.00 4" Eddy Flow 4.3100 0 Len 4.0 Ftg 0.0 c = 120 I -I J Pt 10) 37.879 Pe 0.000 Pf 0.001 10 24.00 CM1 34.6 0.00037 Total 4.0 Total Pressure at Node 9) 37.881 psi 24 24.00 Ih/2 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01232 Pt 54) 28.296 Pe 0.000 Pt 2.619 54 24.00 BL 20.8 Total 212.6 23 24.00 4" Eddy Flow 322.1 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.02563 Pt 24) 30.915 Pe 0.000 Pf 0.256 24 24.00 CMI 342.9 Total 10.0 Total Pressure at Node 23) 31.171 psi 23 24.00 1W' Eddy Flow 1.7280 1ff Len 190.0 Ftg 22.6 C = 120 Pt 53) 28.593 Pe 0.000 Pt 2.577 53 24.00 BL 20.6 0.01212 Total 212.6 22 24.00 4" Eddy Flow 342.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 23) 31.171 Pe 0.000 Pt 0.286 23 24.00 CMI 363.5 0.0:2855 Total 10-0 1 Total Pressure at Node 22) 31.456 psi 22 24.00 1h/2 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01221 Pt 52) 28.861 Pe 0.000 Pf 2.595 52 24.00 BL 20.7 Total 212.6 21 24.00 4" Eddy Flow 363,5 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.03164 Pt 22) 31.456 Pe 0.000 Pf 0.316 22 24.00 CMI 384.2 Total 10.0 Total Pressure at Node 21) 31.773 psi 21 24.00 1h/2 Eddy Flow 1.7280 1ff Len 190.0 Ftg 22.6 C = 120 Pt 51) 29.101 Pe 0.000 Pt 2.672 51 24.00 BL 21.0 0.01257 Total 212.6 20 24.00 4" Eddy Flow 384.2 4.3100 0 Len 10.0 Ftg 0.0 C= 120 0.03492 Pt 21) 31.773 Pe 0.000 Pt 0.349 21 24.00 CMI 405.2 Total 10.01 Total Pressure at Node 20) 32.122 psi 20 24.00 1 Eddy Flow 1.7280 1ff JLen 190.01 I Ftg 22.6 C=120 I- Pt 50) 29.313 Pe 0.000 Pt 2.809 50 24.00 BL 21.6 0.01321 Total 212.6 0 Copyright 2016 Sigma Development Group, Inc. Page 12 of 15 ao D2UI Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ft C Value I TTotal (Pt) psi Fitting ft I I Elev (Pe) psi I GPM Diameter in Fittings Notes To Elev2 Type I Friction Loss psi/ft Total Total ft IFrict(Pt) psi 19 24.00 4" Eddy Flow 405.2 4.3100 0 Len 10.0 Ftg 0.0 9l2 .JPt2o) _ 0.03844 32.122 Pe 0.000 Pf 0.384 1 I J 20 24.00 CM1 426.9 Total 10.0 Total Pressure at Node 19) 32.506 psi 19 24.00 11/2 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 Pt 49) 29.498 Pe 0.000 Pf 3.008 49 24.00 BL 22.4 0.01415 Total 212.6 18 24.00 4" Eddy Flow 426.9 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.04226 Pt 19) 32.506 Pe 0.000 Pf 0.423 19 24.00 CM1 449.3 Total 10.0 Total Pressure at Node 18) 32.929 psi 18 24.00 1 Y Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 c = 120 Pt 48) 29.658 Pe 0.000 Pt 3.271 48 24.00 BL 23.5 0.01539 Total 212.6 17 24.00 4" Eddy Flow 4493 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.04643 Pt 18) 32.929 Pe 0.000 Pf 0.464 18 24.00 CM1 472.8 Total 10.0 Total Pressure at Node 17) 33.393 psi 17 24.00 1 Y Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01694 Pt 47) 29.792 Pe 0.000 Pt 3.601 47 24.00 BL 24.7 Total 212.6 16 24.00 4" Eddy Flow 472.8 4.3100 0 Len 10.0 Ftg 0.0 C = 120 Pt 17) 33.393 Pe 0.000 Pt 0.510 17 24.00 CM1 497.5 0.05102 Total 10.0 Total Pressure at Node 16) 33.903 psi 16 24.00 1%" Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.01882 Pt 46) 29.902 Pe 0.000 Pt 4.001 46 24.00 BL 26.2 Total 212.6 15 24.00 4" Eddy Flow 4975 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.05610 Pt 16) 33.903 Pe 0.000 Pf 0.561 16 24.00 CM1 523.6 Total 10.0 Total Pressure at Node 15) 34.464 psi 15 24.00 1h/2 Eddy Flow 1.7280 TIT Len 190.01 Ftg 22.6 C= 120 0.02105 Pt 45) 29.989 Pe 0.000 Pt 4.475 45 24.00 BL 27.8 Total 212.6 © Copyright 2016 Sigma Development Group, Inc. Page 13 of 15 Da Pipe Information H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ftl C Value I [Total (Pt) psi Fitting ft I I I Elev (Pe) psi I GPM Diameter Fittings Notes To EIev2 Type in I Friction Loss L- ft I I Total Total ft I psi/ft [Frict (Pt) psi 14 24.00 4" Eddy Flow 523.6 4.3100 0 Ftg 0.0 34.464 Pe 0.000 0.6 17 15 24.00 CM1 551.4 0.06173 Total 10.0 Total Pressure at Node 14) 35.082 Psi 14 24.00 11/20 Eddy Flow 1.7280 TIT Len 190.0 Ftg 22.6 C = 120 0.02365 Pt 44) 30.054 Pe 0.000 Pt 5.028 44 24.00 BL 29.6 Total 212.6 13 24.00 4" Eddy Flow 551.4 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.06800 Pt 14) 35.082 Pe 0.000 Pf 0.680 14 24.00 CM1 581.0 Total 10.0 12 24.00 4" Eddy Flow 31.6 4.3100 0 Len 10.0 Ftg 0.0 C = 120 0.07500 Pt 13) 35.762 Pe 0.000 Pt 0.750 13 24.00 CM1 612.6 Total 10.0 11 24.00 4" Eddy Flow 31.5 4.3100 0 Len 10.0 Ftg 0.0 C=120 0.08230 Pt 12) 36.512 Pe 0.000 Pt 0.823 12 24.00 CM1 644.2 Total 10.0 9 24.00 4" Eddy Flow 359 4.3100 Len 6.0 Ftg 0.0 = 120 Pt 11) 37.335 Pe 0.000 Pt 0.546 11 24.00 CM1 680.1 0.09099 Total 6.0 Total Pressure at Node 9) 37.881 Psi 1 4.00 8" PVC cL150 7.9800 2EE Len 245.01 Ftg 27.2 C = 150 Pt 5) 54.144 Pe 0.000 Pt 0.741 5 4.00 LU 645.6 Total 2712 Total Pressure at Node 1) 54.885 psi 4 4.00 8" PVC CL150 7.9800 2EE Len 115.0 Ftg 27.2 c = 150 0.00074 Pt 5) 54.143 Pe 0.000 Pt 0.105 5 4.00 LU 319.1 Total 142.2 3 4.00 8" PVC CLI5O 7.9800 2EE,2E Len 200.0 Ftg 81.5 C = 150 0.00074 Pt 4) 54.248 Pe 0.000 Pf 0.208 4 4.00 LU 319.1 Total 281.5 2 4.00 8" PVC CL150 7.9800 T,2EE Len 445.0 Ftg 80.0 c = 150 Pt 3) 54.457 Pe 0.000 Pt 0.388 3 4.00 LU 319.1 0.00074 1 4.00 8" PVC CL150 7.9800 EE Len 40.0 Ftg 13.6 C = 150 0.00074 Pt 2) 54.845 Pe 0.000 Pt 0.040 2 4.00 LU 319.1 Total 53.6 © Copyright 2016 Sigma Development Group, Inc. Page 14 of 15 UJOO Pipe Information Dashboard Hydiau/ics H OAKS STORAGE BLDG A 2ND FL. (Design Layer 1) From Elevi ft Pipe ID Flows Added Inside Length ft I C Value 1 I Total (Pt) )Si Fitting ft Elev (Pe) psi I GPM Diameter Fittings Notes I I -i To EIev2 Type in Friction Loss L- ft I I I Frict (PU psi Total Total ft [ psi/ft J Total Pressure at Node 1) 54.884 psi 8 24.00 6" Sch 10 6.3570 T Len 6.0 Ftg 37.7 c = 120 0.01503 Pt 9) 37.881 Pe 0.000 Pf 0.657 9 24.00 FM 714.7 Total 43.7 7 14.00 6 Sch 10 6.3570 E Len 10.0 Ftg 17.6 C =120 0.01503 Pt 8) 38.538 Pe 4.333 1 Pf 0.415 8 24.00 FR 714.7 Total 27.6 6 4.00 6" Sch 10 6.3570 3E Len 10.0 Ftg 52.8 C = 120 Pt 7) 43.286 Pe 4.333 Pf 0.944 7 14.00 FR 714.7 0.01503 Total 62.8 5 4.00 6" PVC CLI50 250.0 6.0900 T,3E!GV CV2EE ,, Len 75.0 Ftg 186.4 C = 150 0.02135 Pt 6) 48.563 Pe 0.000 Pf 5.581 6 4.00 UN 964.7 Total 261.4 Total Pressure at Node 5) 54.144 psi o 0.00 8" PVC CL150 7.9800 21,E/EE Len 115.0T Ftg 146.4 C = 150 00572 Pt 1) 54.885 Pe 1.733 P1 1.496 1 4.00 UN 964.7 Total 261.4 Total Pressure at Node 0) 58.114 psi 0 Copyright 2016 Sigma Development Group, Inc. Page 15 of 15 120 Mop I Demand Graph 4 10 l"1 I 00 90- Sprinkler Demand of 60.65 psi with System Flow of 563.3 GPM_J L Margin: +15.5% L. 71.78 psi available at 80- 0- 60- 50 - 40 - 30- 20- 10 - - 56,,3GP q.85 BjOO DashbordHydraulls Hydraulics Summary Sheet Project Information Calculation Date: 6/8/2020 11:49 AM I NORTH OAKS STORAGE BLDG C system ID drawing ref FP-3 2815 CARIBOU CT. CARLSBAD, CA contract # Contractor Information EPIC FIRE PROTECTION, INC. 765 TURTLE POINT WAY SAN MARCOS, CA 92069 calculated by ADAM BOISVERT telephone 760-310-6122 fax 760-798-0556 email ADAM@EPICFIRE.ORG .- Sprinklers in Remote No. Mfgr Mod SlN# Size K 15 IVICTAULIC I SSU I V3401 1 17/32- 1 6.00- building C construction Il-B occupancy 5-1 authority CARLSBAD FIRE Hydraulics Criteria system type WET density .20 GPMIft2 ] design std NFPA 13 remote area 1500 ft'I hazard ORD GRP II spr coverage 130 ft 1 sprs flowing 15 figure curve Flow Test static pressure 72.90 psi residual pressure 39.60 psi quantity flowing 3,525.0 GPM date & time of flow test 4-12-20 location of flow test site o ioo 200 300 400 500 600 700 Water Flow (GPM) © Copyright 2016 Sigma Development Group, Inc. Page 1 of 5 DashIjordHydraullcs Supply Analysis NORTH OAKS STORAGE BLDG C Sprinkler Flow: 313.3GPM Additional Flows: 250.0 GPM Hose Flow at Zero: None Total System Flow: 563.3GPM Maximum velocity in pipe 8-9 is 17.5 ft/sec Nodes Analysis Minimum Node Actual Node Elev Device KFactor Flow Pressure Discharge Notes ft GPM psi GPM 114 16.33 Sprinkler 5.60 20.00 12.76 20.00 113 16.33 Sprinkler 5.60 20.00 12.85 20.07 109 16.33 Sprinkler 5.60 20.00 12.96 20.16 108 16.33 Sprinkler 5.60 20.00 13.06 20.23 112 16.33 Sprinkler 5.60 20.00 13.18 20.33 107 16.33 Sprinkler 5.60 20.00 13.40 20.50 104 16.33 Sprinkler 5.60 20.00 13.56 1 20.62 103 16.33 Sprinkler 5.60 20.00 13.66 20.70 111 16.33 Sprinkler 5.60 20.00 13.90 20.88 102 16.33 Sprinkler 5.60 20.00 14.02 20.97 106 16.33 Sprinkler 5.60 20.00 14.13 21.05 101 16.33 Sprinkler 5.60 20.00 14.78 21.53 110 16.33 Sprinkler 5.60 20.00 15.15 21.80 105 16.33 Sprinkler 5.60 20.00 15.39 21.97 100 16.33 Sprinkler 5.60 20.00 16.10 22.47 6 4.00 Hose Flow 56.62 250.0 © Copyright 2016 Sigma Development Group, Inc. Page 2 of 5 8OO" D Pipe Information ashboard Hydraulics NORTH OAKS STORAGE BLDG C From eV1 ft Pipe ID Flows Added Inside GPM Diameter in Fittings [Length ftT I C Value Friction Loss psi/ft 1 Total (Pt) psi Notes I Fitting ft I I Elev (Pe) psi I To Elev2 Type j Total jTotal .I ] Frict(Pf) psi 109 16.33 1Y" Eddy Flow 1.5300 0 Len 10.0 Ftg 0.0 C = 120 Pt 114) 12.755 Pe 0.000 Pt 0.207 114 16.33 BN 20.0 0.02071 Total 10.0 14 16.33 1¼" Eddy Flow 20.2 1.5300 ______ 1 ______ Len 3.0 Ftg 9.9 c = 120 Pt 109) 12.962 Pe 0.000 Pf 0.971 109 16.33 BN 40.2 ______ 0.07521 Total 12.9 Total Pressure at Node 14) 13.934 psi 108 16.33 1¼' Eddy Flow 1.5300 0 Len 10.0 Ftg 0.0 c = 120 Pt 113) 12.848 Pe 0.000 Pt 0.208 113 16.33 BN 20.1 0.02085 Total 10.0 13 16.33 IW' Eddy Flow 20.2 1.5300 1 Len 3.0 Ftg 9.9 C= 120 Pt 108) 13.057 Pe 0.000 Pt 0.978 108 16.33 BN 40.3 0.07572 Total 12.9 Total Pressure at Node 13) 14.035 psi 107 16.33 1¼" Eddy Flow 1.5300 0 Len 10.0 Ftg 0.0 C = 120 Pt 112) 13.184 Pe 0.000 Pt 0.214 112 16.33 BN 20.3 0.02135 Total 10.0 12 16.33 1¼" Eddy Flow 20.5 1.5300 T Len 3.0 c = 120 Pt 107) 13.398 Pe 0.000 Pt 1.002 107 16.33 BN 40.8 .07755 9EZ Total Pressure at Node 12) 14.400 psi 106 16.33 1¼" Eddy Flow 1.5300 0 Len 10.0 Ftg 0.0 c = 120 Pt 111) 13.903 Pe 0.000 Pt 0.224 111 16.33 BN 20.9 0.02243 Total 10.0 11 16.33 1'/4" Eddy Flow 21.0 1.5300 i Len 3.0 Ftg 9.9 C= 120 Pt 106) 14.128 Pe 0.000 Pt 1.052 106 16.33 BN 41.9 0.08145 Total 12.9 Total Pressure at Node 11) 15.180 psi 105 16.33 1¼" Eddy Flow 1.5300 0 Len 10.0 Ftg 0.0 C= 120 Pt 110) 15.149 Pe 0.000 Pt 0.243 110 16.33 BN 21.8 0.02428 Total 10.0 10 16.33 11/" Eddy Flow 22.0 1.5300 1 Len 3.0 Ftg 9.9 C= 120 Pt 105) 15.392 Pe 0.000 Pf 1.139 105 16.33 BN 43.8 0.08817 Total 12.9 Total Pressure at Node 10) 16.531 psi © Copyright 2016 Sigma Development Group, Inc. Page 3 of 5 ~8900- AUh&Vrdftd12?uficY Pipe Information NORTH OAKS STORAGE BLDG C From JElevi Pipe ID Flows I Added i I Inside Length CValue I T Total (Pt) psiJ I Fitting ft I I I Elev (Pe) psi GPM I Diameter in Fittings IFriction Loss psi/ft I Notes jFrict(Pf) psi, To Elev2 Type Total Total E .1 14 16.33 1h/4 Eddy Flow 1.5300 T Len 7.0 Ftg 9.9 Pt 104) 13.563 Pe 0.000 pt 0.371 104 16.33 BN 20.6 -.o2i9;J Total 16.9 Total Pressure at Node 14) 13.934 psi 13 16.33 1Y" Eddy Flow 1.5300 1 Len 7.0 Ftg 9.9- Pt 3.661 103) 1 Pe 0.000 0.373 103 16.33 BN 20.7 .0220 Total 16.9 Total Pressure at Node 13) 14.035 psi 12 16.33 1% Eddy Flow 1.5300 1 Len 7.01 Ftg 9.9 c = 120 Pt 102) 14.017 Pe 0.000 Pt 0.382 102 16.33 BN 21.0 0.02260 Total 16.9 Total Pressure at Node 12) 14.400 psi 11 16.33 1%" Eddy Flow 1.5300 T Len 7.0 I___ .: 2__:_9._ Pt 101) 14.778 Pe 0.000 Pt 0.401 101 16.33 BN 21.5 3 Total 16.9 Total Pressure at Node 11) 15.180 psi 10 16.33 11/4" Eddy Flow 1 .5300 T Len 7.0 _9__1°_ Pt 100) 16.096 Pe 0.000 100 16.33 B 22.5 8 Pt 0.434N Total 16.9 Total Pressure at Node 10) 16.531 psi 4 4.00 8" PVC CLI50 7.9800 2EE,2E Len 200.0 Ftg 81.5 C = 150 Pt 3) 57.990 Pe 0.000 Pt 0.150 3 4.00 LU 267.6 0.00053 Total 281.5 5 4.00 8" PVC CLI5O 7.9800 2EE Len 115.0 Ftg 27.2 c= 150 Pt 4) 58.141 Pe 0.000 Pt 0.076 4 4.00 LU 267.6 0.00053 Total 142.2 1 1 4.00 8" PVC CL150 7.9800 2EE jTota ILen 245.0 I Ftg 27.2 1 = 150 Pt 5) 58.217 Pe 0.000 Pt 0.145 5 4.00 LU 267.6 0.00053 272.2 i1 Total Pressure at Node 1) 58.362 psi 2 4.00 8" PVC CLI50 7.9800 T,2EE Len 445.0 Ftg 80.0 C = 150 Pt 3) 57.990 Pe 0.000 Pt 0.337 3 4.00 LU 295.7 0.00064 Total 525.0 1 4.00 8" PVC CLI50 7.9800 EE Len 40.0 Ftg 13.6 C = 150 Pt 2) 58.327 Pe 0.000 Pt 0.034 2 4.00 LU 295.7 0.00064 Total 53.6 © Copyright 2016 Sigma Development Group, Inc. Page 4 of 5 U88 0' Dashboard Hydraulics Pipe Information NORTH OAKS STORAGE BLDG C From Elevi ft Pipe ID Flows Added Inside Length ft C Value I I I Total (Pt) psi Fitting ft I Elev (Pe) psi GPM Diameter in Fittings I IFriction Lossi psi/ft Notes To Elev2 Type Total Total ft j Frict (Pf) psi Total Pressure at Node 1)58.362 psi 13 16.33 2%' Eddy Flow 2.7050 0 Len 10.0 Ftg 0.0 C = 120 Pt 14) 13.934 Pe 0.000 Pt 0.101 14 16.33 FM 60.8 0.01009 Total 10.0 12 16.33 2% Eddy Flow 61.0 2.7050 0 Len 10.0 Ftg 0.0 C= 120 Pt 13) 14.035 Pe 0.000 Pt 0.365 13 16.33 FM 121.8 0.03651 11 16.33 2'/z"Eddy Flow 61.8 2.7050 0 Len 10.0 Ftg 0.0 C = 120 Pt 12) 14.400 Pe 0.000 Pt 0.780 12 16.33 FM 183.6 0.07801 Total 10.0 10 16.33 2%" Eddy Flow 63.5 2.7050 0 Len 10.0 Ftg 0.0 C = 120 Pt 11) 15.180 Pe 0.000 Pf 1.351 11 16.33 FM 247.0 0.13510 9 16.33 2W Eddy Flow 66.2 2.7050 0 Len 45.0 Ftg 0.0 C = 120 Pt 10) 16.531 Pe 0.000 Pt 9.434 10 16.33 FM 313.3 0.20964 Total 45.0 8 16.33 21/2 Eddy Flow 2.7050 0 Len 80.0 Ftg 0.0 C = 120 Pt 9) 25.965 Pe 0.000 Pt 16.771 9 16.33 FM 313.3 0.20964 7 16.33 3 Eddy Flow 3.3340 0 Len 90.0 Ftg 0.0 C = 120 Pt 8) 42.736 Pe 0.000 Pf 6.816 8 16.33 FM 313.3 0.07573 Total 90.0 6 4.00 3" Eddy Flow 3.3340 E Len 12.3 Ftg 10.5 C= 120 Pt 7) 49.552 Pe 5.343 Pt 1.729 7 16.33 FR 313.3 0.07573 Total 22.8 3 4.00 6" PVC CLI50 250.0 6.0900 T,2E/GV CV , Len 30.0 Ftg 143.3 C = 150 Pt 6) 56.623 Pe 0.000 Pt 1.367 6 4.00 UN 563.3 0.00789 Total 173.3 Total Pressure at Node 3) 57.990 psi o 0.00 8" PVC CLI50 7.9800 2T,EIEE Ftg 146.4 58.362 Pe 1.733 Pt 0.553 1 4.00 UN 563.3 0.00212 Total 261.4 Total Pressure at Node 0) 60.648 psi © Copyright 2016 Sigma Development Group, Inc. Page 5 of 5 -oô( r"-l/A7ERl,AL DATA SUBh1177/AL NORTH OAKS STORAGE CARLSBAD, CA EPI C FIRE PROTECTION, INC. 75 TURTLE POINT WAY SAN h-IARCOS, CA 32003 (7roO)310-6122 F,AX(7O)78-055 FireLock° V34, K8.0 J(ctm.uhcr Models V3401, V3402, V3405, V3406 40.15 V3405/03406 V3405/V3406 (V3d011V3?)12V3401/03402 V3405/V3406 ecessed Pendant P004eni Urright Upr.eht wiSh Pendant w1V9 1.0 PRODUCT DESCRIPTION Models: V3401 V3402, V3405, V3406 Style: Pendent Upright or Recessed Pendent K-Factor: 8.0 Imp/u.5 S.I7 Nominal Connection Size: 3/4' NPT/20 mm BSPT/IGS Grooved Max. Working Pressure: 175 psi/1207 kPa/12 hr Factory Hydrostatic Test: 100% 0 500 psi/3447 kPaI34 bar Mm. Operating Pressure: 7 psi/48 kPa 0.35 bar/5 psi )VdS for upright only) Temperature Rating: See chart For K-Factor when pressure is measured in bar, muitipry Si. oils be 10.0. 2.0 CERTIFICATION/LISTINGS [L'PCEJ 0786 NOTE Threaded and ITS cn000etens Cccv dcioront apprnuair/Tsrings, Sen rabies an pages Tend C. aiwens REFER TO ANY NOTIFICATIONS AT THE END OF THIS DOCUMENT REGARDING PRODUCT INSTALLATION. MAINTENANCE 08 SUPPORT. victaulic.com 2.0 CERTIFICATIONILISTINGS (CONTINUED) Threaded Sprinkler Approvals/Listings APPROVALS/L ISTINGS 4 Model ____________________ V3401 03402 83405 V3405 V3406 V3406 V3406 Orifice Size (inches) rr/0. rn,e,. C/cf re/a,' re/rc ru/ta' r1/55. Orifice Stae tmml 14 14 14 14 14 14 14 Nomireal K-FActor inrpermal 8.0 8.0 8.0 8.0 8.0 8.0 8.0 - Nominal K-Factor 5,1,2 11.5 11.5 U.S 11.5 11.5 11.5 11.5 Response Stand-rd Quick Standard Standard Quick Quick Quick Deflector Type Upright Upright Recessed Pendeet Penaierrl Recessed Pendent Recessed Pendant Ad5astment Pendent amptaW up to N' AppemedTempeeatareRatings up to N' 130'F/57C 130'F/57'C 155' F/A 0 'C 135'F/s/'C tSS'F/60'C tarF/57'c 135'F/57'C 175'F/79'C 155'1768'C 170'F/79'C lss'F/bo'c tSS'FIUOC 135'F/57'C 135'FISP'C cULus 200'093C 175'F/75'C 200'093'C 175'F/79'C I7SF/70'C 175'F/79'C 175'F/79'C 280'F/141'C 200' F/93 'C 286'FIldt'C 200'F/93'C 200'F/93'C 200'F/93'C 200'F/03'C 360A2'C 286'F/141'C 360'F/102'C 286'F/14rC 286'F/141'C 135'F/Sp'C 13 5' F/S P 'C 130'F/57'C 13 5' F/57 'C 155'F/58'C 175'FIPg'C tSS'F/60'C 155'F/60'C 175'F/79'C 135'F/57'C tSS'F/oo'C 155'F/68'C 135'F/57'C FM aoo,r,gs'c 175'F179'C 200m/93'c t7S'F/70'C 175'F/79C 175'F170'C Sane 286'F/141'C 205'P/93'C 286'F1141'C 200'F/93'C 200'F/93'C 250'F/93'C 360'F/fO2C 286'F/141'C 380'F/102'c 206'F/tOl'C 135'F/57'C 135'F/57'C 155' F/A U'C 13YFi57'C 1SS'F/68C I35'F/57'C 135'F/57'C 175'FI7g'C 155'F/68'C 175'F/79'C 155'FIUA'C 155'F/68'C 135'F/ 57'C 175 1357157-C135'Ffs7'C Nyc/MEA 0 62-90-E 20mr/93'c 175'Fc79'c 200'F193'C 175'Fi79'C t7S'F/70'C 1psF/79'C 286'rll4rc 700'F/93 'C 286'F/141'C 200'F/03'C 250'F/03'C 200'F/93'C 205'F/03'C 360'F1102'C 286'F/t41'C 360 'F /182 ' C 286'Fi141'C 286'P/141*C 135F/57'c 132'F/57'C 155'F/68'C 135' P/5 7 'C t5S'F/65C 135'F/SrC 135'F/57'C 170'F/79'C 155.F/68.0 175'F179'C 155'F/68'C 155•F168'C t3S'F/Src 135'F157'C CSFM 07600-0031:112 20 0' P/03'S 175'F/75'C 200'F/93 -C 2 170'F179'C 175'F170'C 175'F/79'C 175'F/79'C 200'F193'C 286'F/141'C 200'F/93'C 200'F/93'C 200'F/93'C 200'F/93'C 3AS'F/102'C 360'F/tsC'C 286'F/141'C 286'F/141'C 135'F/57'C 155' F/U 8' C 135'F/5/'C 1/SF//CC t5S'F/SO'C r/dS 1/SOO'F(93*C 200 'F/79'C None None None None Nose 60'F11 82'C 13 5' F/S 7 'C 155'FIAA.c t35F/57'C t7S'F/70'C 1SS'F/Sa'C CE 200'F/93C t7S'F/79'C None Norm None No Norma 206'F/141'C 200'F/03'C SUOF/182'C 286'F/141'C 135' a 'C 175'F/75'C I PCR e75F/79'C 20 None None None None sane 286'F/141'C 20 0'F/t 41 'C CCC 155'F/60'C 155'F168'C 155'F160'C 155'F/68'C 155'F/68'C 155'F/68'C 155'F/68'C 286'F/141'C 286'F/141'C 206'F/141'C 206'F/141'C 206'F/141'C 286'F/141'C 286'Fi141'C Cu, 64acium whey pressure is ocuesumod in bar, omerlmirm, S.I. units by 10.0 NOTE i.mniimmUs and Approvals as 01 printing. AU are airpreved operr. System No. location Spec Section Paragraph Submitted By Dote Approved Date victaulic.com 40,15 204/ Rue N Uvduiu/ 0412020 0 2U20 VcL,u:c Co:nimu::y, All, iginisrcnorecd. 40.15 254/ lan 6 opdoled 04/2020 02020 Vv'iaulio Convoy Oh nigirrureseread tuhc' Rictaulic.com 2 tauIic' 2.0 CERTIFICATION/LISTINGS (CONTINUED) IGS Sprinkler Approvals/Listings Model APPROVALS/LISTINGS P3401 V3402 P3405 P3406 Orifice Size (inches) "1,1 '/,f "I:: 'hi Orifice Size (em,) 14 14 14 14 Nominal K.Faclor imperial 8.0 6.0 8.0 8.0 Nominal K-Factor 5.1.' 11.5 11.9 11.5 11.5 Response Standard Quick Standard Quick Deflector Type Upright Upright Pendent Pendant Adjustment Approved Temperature Ratings r/c 135F/57C 135F/57C 1S5F/68C 1S6F/S7C 155F/6&C 35F 57C 175'F/79,C 155F168C 175'F/7 roc coins l75F/7PC 205F/141C 200 F/93 286P/141C 200F/93C 360F/152C 286 1/141 C 360F/182C 286'F/141'C I35 1/57C 135F/5rC F C 1S5F/68C i5SFf68C t55 175' F/6AC i5SF/68C FM 175TI/79C 175F/79C 286Ff14rC 200'F/93 C 280 Ff141 C 206P/141C 200F/93C 286'F/141'C 360F/182C 360F/tA2C 1 For K Facto—l—, prursuru,, m,asurnd in Oat, multiply SAL u/is by 20 NOTE Stony, Cud App— Is as II pr,nSr.g All are epprnvyd 5pm. victaulic.com 3.0 SPECIFICATIONS - MATERIAL Upright Deflector: Bronze Pendent Deflector, Bronze Bulb: Glass with glycerin solution Bulb Nominal Diameter: El Slairdard, 5.0 nini El Quick Response, 3.0 mm Load Screw: Bronze Pip Cap: Bronze Spring: Beryllium nickel Seal, PIPE (ape Frame: Die cast brass Lodgement Spring: Stainless steel Installation Wrench: 0 Open End V34 O ((ecessed, V34 El A. hex bit V9 coupling Sprinkler Finishes, El Plain Brass O Chronic plated O White polyester coated3 0 Flat black pain1ed1 o Custom painled3 0 VC-2501 UL LIOnS tor corrosion resisrance. UI. Lint/U and FM App:nvesl far cn,:osirr NOTES Wealhnp resistant rumcessnd rscutcflrnrm analytic upon laqunst. PUts At as, iS nnflunailoblz lot the VS 000pl:::g. CP oil Lraggncad for Clar/S, 40.15 2541 RevS Updated 04/2020 02020 V.01ev/u Cutrivuny. All tig5655nrvv4. victaulic.com 3 Jcto.uIicl 40.15 2511 Re, V Usda/nd 04/2020 0 2020 pc/OSlO CoVuatny. All rtgltls:nsn:nod. victaulic.com 4 J stoiuIoa oictaulic.com 4.0 DIMENSIONS 0:J0 Standard Uplight -- V3401, V3402 Slumlord Pendent .43.105, 43406 2W/OS CC/iC Mc i/CAr —ll --o1 40,21/MUM OX/SN//ION ½' Adjustment Recessed - 03405, 43406 drawing not to scale) victaulic.com 5.0 PERFORMANCE Sprinkler is to he installed and designed as per NFPA, FM Datasheels, or any local standards. 6.0 NOTIFICATIONS WARNING ..3l!ry., • Read and onderntand all instructions before attempting to entail any Victaalic .. products. Always verify that the piping system has been completely depre550rired and drained immediately prior to installation, removal, adjustment, or maintenance of Q 0 any Victaulic products. Wear solely glasses, hatchet, and toot protection. ' Failue to follow these instructions could result in death or serious personal injury an property damage. These products shall he used only in Ore protection systems that are designed and installed in accordance With current, applicable National Fire Protection Association (NFPA 13, 130, 13R, etc.) standards, or equivalent standards, and in accordance with applicable building and fire codes. These standards and codes contain important information regarding protection of systems from freezing temperatures, corrosion, mechanical damage, etc. The installer shall understand the use of this product and why it was specified for the particular application. The installer shall understand common industry safety standards and potential consequences of improper product installation. It is the system designers responsibility to verify suitability of materials for one with the intended fluid rrtnnfia within the piping system and external environment. The material specifier shall evaluate the effect of chemical composition, pH level, operating temperature, chloride level, oxygen level, and flow rate on materials to confirm system life will be acceptable for the intended service. Failure to follow installation requirements and local and national codes and standards could compromise system integrity or cause system failure, resulting in death or serious personal injury and property damage. 11,_el I. Li vv O/,22M0./r /0/RIO/ON 45' Adjustment Recessed —03405,43406 (drawing 001 to scale) NOTE V34. /6.0 syr,nklo's with Style VS couplings have the same dimensions as thrvoaad VaR. /6.0 ep//ilklern 40.15 252/ Sea N Uy,talcd 04/2020 0 2020 Victual/a Coa/paey. All llghts resolved. victaulic.com ti 40.15 252/ Rev N Upita/ad 04/2020 021/20 Slat//tic 6oinp.my. All iglitkrusarued tauIic victaulic.com 6 victaulic.com 70 REFERENCE MATERIALS Ratings All glass bulbs are rated for temperatures from -650F1--540C to those shown in table below. Sprinkler Temperature Classification Victaulic Part Identification Temperature - 5F/t Glues Bulb color Nominal Temperature Rating Maximum Ambient Temperature Allowed Ordinary A - 135F157C 100"E1380C Orange Ordinary C 1550F/880C 1000F/380C Red Intermediate C 175'Ff/90C 158'F/650C yellow Intermediate F 20F/93 1500F/65 Stern High 2 286 F/141 C 225 F°/le/ C ui Extra Hight /4 3650F/1820C 300w/149-C Mauve - M Open - No bulb O S101idurd rioiorlrn only Available Wrenches Sprinkler Type n34 Recessed V34 Open End Hex-Bit 03401,V3402 Upright 7 - V3405, V3406 Pendent V3405, V3406 Recexond Pendent 53401,V3452 Upright wN9 V3405.V3406 Pendefltw/V9 Yr, hen bit pro/dna will, VS ouoplir.g sh.pmnirL 2901- Vote/in 000ru 000 Conrtldorre of SaN -40 Viola/ic plroLnokru Autorral-o Su,ikloiu I-VS stoic vn eciau:Ic r:mcmkre 10510 Installabon-Rnato" Sprinkler Coupling Installat on lflsrrUctipns u..r R0000mibilhy tar l5o1001i0u airS twtatslfty heirs 1104 r0000rruihllior for rrorkipig 0 doro;,n,rrliorras- in no ooiil,olaprr V tilts 50111104 in r011 Ii nnyirltit; in000ionr on, VS 00100 010nondon, otto'0,,,rn/oin010rllmilnvV,1-00:lil-Orrrpli,roe._I,ellh,rd"ron,00,uli000,00. 0/1010010, 01 noire myth. 0000,tOicr,r1100.nninp.000'ruion,rtrcoorrrl,ocnc flir:n,mn000llli000 0005, ci 4:0 d,00ixllnr, tnt.toaoat e000nry Rights ls-gl~ II or xiiillr ::000ring000h tsrnr,toxmrnr, Ii ,rxercnen0000,Itonfor rot lorotailOr 1000110, li,cirl'.r_i, OcrrloO 01 i11Sig:l In dlt lnh,l:Iy.000iil Or silO 0001111 or V/Or ornerr,rieo,1000r-1,twonroror'Peoir,tPcr,inrcloo,oaotmnrnroolr,yo.,onro 01 paInt 'ppl,n_rll,oiis to, :oniinits 01,0/1, m,phuliol,l lIon 111 1110 110ilnir Si_otto a/Cl/ni nra', lriirirr,000loliatirlorn-rnllt.roloioabnvicililorrr,ilic,-000'aoloI,nnioour,onr. All pirilocir 01110 ilinililll,11 III rI Milt .,I Vl0l,r,ili,' l,,uirl100,nl,e0011r,tu onhulnt,,flo. xqll,pioolliOr,nlr.010lh/letnr010lliOlotjflniirnifl401lxinlOrr inoratlat Inn IlytolOflIr 0000111 Cr00/nO 100110000/010 Vlritulio iflohallaliril lialnr0000 01 lrrtnllelii,n irol:rllirxr_tienir,on,ikoero jirOOiido'l Will, III Vol1,1,y,ol:1 ,piiiel619i:I0rllll,10:irr i_IP ton ind lIon,, iblnil000, mliii ,lrcllr,Iil,rllil in Pill i0:ili0OOlfl0ll1W0iiSliOdirtWW0iCL'rl,O0tiii Warranty 000,lr,III- Wainaor000,00noiln,1clInrr'nl 11100/10110 oilln,liViolooiolnr,llliailo. oteialjiit Crinpa,w.a'idri.iaatb/aierlonhiljion,in III Its ni,o'Jnoilre,coor,oirx 40,15 25-41 Rev h Uootr10d 04/2000 G 2025 Vt,lW.lL Cu,nporry. All lip/ItS 1000,00?. victaulic.com As the Leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire supp r e s s i o n . Y o u need products of enduring quality and exceptional strength-plus reliable service. You need Bull Moose. Bull Moose Fire Sprinkler Nominal Ape Size (InEhes).1 tt{l Ill 1.560 - Pipe 1900 - 2.315 Product information 2.015 3.500 I 4.500 Li (Ir.) 1.530 1 720 2.203 2.705 3.334 4310 Enpti4eight(lDfft 1.222 1.844 2.330 2.009 3.361 4.968 rate fiFed Weight (Fe/It) 2.619 2.860 3902 5.299 7144 11290 CR-fl. 1.98 3.44 2.78 1.66 100 too - Pieces er Uft Si 1 61 37 1 30 1 19 19 - Lft weight pas) 21 lengths 1.565 2,362 1,810 1170 1.341 102 L,.;. eigtt (ts) 24 lengths 1,789 2700 2.069 2.022 1,533 2.265 lift Velght (bs) 25 lengths 1,368 2.02 I 2,155 2,101 1,595 2,360 EDDY FLOW ADVANTAGES: JL Li;ted (US & Canada) and FM approved AST . and A795 Type E. Grade A Certified Cori'pLis with 114FPA-13,13 R and 14 Inoustri-leading hydraulic characteristics CRR of. 1.0 and greater All pipe NOT weld tested OTHER BENEFITS/SERVICES: We have the most stocking locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard lI bacterial-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipell red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge sprinkler systems The only maker with EPDs (to help earn LEED points).. c®us LISTED (] 4 ONFS4 APPROVU NFPX As the leading supplier of steel sprinkler pipe, we understand that there are no second chances in fire suppression. You need products of enduring quality and exceptional strength—plus reliable service. You need Bull Moose. Bull Moose Nominal Pipe (Inches) ID Fire 1" Sprinkler 1-1/4 Pipe Product 1-1/2 information 2 2-1/2 3 4 6 8 w I—. -,l.1iII1i flmiu1r Lu OTHER BENEFITSISER VICES: We have the most stocking Locations in the industry, for best delivery and availability Plain end or roll groove Eddy Guard IP bacteriaL-resistant internal coating Custom length options Hot dipped galvanization Reddi-Pipe® red or black pipe eliminates field painting Compatible for use in wet, dry, preaction and deluge Sprinkler, systems The only maker with EPDs (to help earn LEED points). A owm c®us LISTED APPROVE n Pap r ro. C e 2vr2 1FP1850 Figu 772 Grooved Coupling Sol otaelonarr mailable yap between pipe ends. Minimum Gap gap 0. Mouirrrsm Pressure and end toad are 10101 moon eu toads boned on standard weight erect tone. Pressure ratings and end leads eras' differ on ether p04 materIals and/or wet thtdsoeaa. Contact Tyco Are Products for deraita. Sea FIre Proenetten nqUtporeet aabwltrat aired for Listing and Approver pressure ratings. (had color coded oaSis bee sizes are mailable apes req000t Max End Gap In for eat grooved standard weight pipe. Values to, roll groaned pipe will be Hr tIres of cut grooved. Figure 772 RigId Cesplloeo trOve an Farrm-Ror000e Features! gripping mdl! atone the coupling kayo in sizes, 1W - 4, which make the Figure 772 penlosey suited for "ansi over installations erverare the likelihood 01 rolarbei Is greatest. This leotard may elholoale the need 01 crOne hengern to aspport tree err,, over duo to tmrurcased rtgvaty and srippina hate easing time and soot General 00100:0 to the Deatgner'a reeperralbeity to cobol products suitable for the Stranded oarvioe and to ensure trOt pressure mange and perturoronsedana In not cascaded. Always read and sndsroloOd the inafallauser 01 hrotorstlsaro IbU-1000l. Never renrsve any pIvoting sonrponore srnemrese on rrrodffy eny pIpIng doeaeootan aleresvt first depresannlzlrrg and drelolog the syolew. Material and ganketeetocllne etroold be verlOad to be scorpasbto for the epachs appuoauon. Certified Company TYCO FIRE PRODUCTS, 401 North CeonooAoerose, Lansdale. Pennsylvania 19048 Printed U.S.A. Pine Mes.$ End Gap Mast Pressure Moat End Load Nominal Dimensions Net WI. 0.0. A B C Size Inches Inches psi Lbs. Inches Inches Inches Do ' Lbs. mm mm kPa N mm mm mm Kg. 1.860 0.09 300 649 2.75 4.38 1.81 Ws2W 1.0 42.4 1.5 2,068 2,887 69.9 111.3 46,0 Ml 0x57 0.5 1.900 0.08 500 1,417 3.00 4.82 1.81 4l!02n/, 1.0 48.3 2.0 3,447 6,303 76.2 117.3 46.0 Mt0n57 05 2.375 0.13 500 2,214 3.41 5.12 1.88 Wo2t'i! 1.5 60.3 3,3 3,447 9,848 86.6 130.0 47.8 MIO,e57 0.7 2W 2.875 0.13 500 3,244 3.91 5.83 1.88 W 02W 2.5 73.0 3,3 3,447 14.430 99.3 143.0 47.8 M10ur57 II 761 3.000 0.13 300 2,120 4.19 5.72 2.00 M10s57 2.6 76.1 3,3 2,068 9,430 l06.4 145.3 50.8 1.2 3.500 0.13 500 4,808 4.83 8.25 1.88 Wa 2W 2.6 88.9 3.3 3,447 21,387 117.6 158.8 47.8--. M10x57 .1.2.. 4.500 0.19 500 7,948 5.81 7.50 1.97 Wn2W 3.5 114,3 4,8 3,447 35,353 147,6 190,5 50.0 M1 x57 1.6 138.7,,,,. 5.500 0.19 300 7.127 7.02 9.72 2.06 M16a83 139.7 4.8 2,068 31,701 178.3 246.9 52.3 3.4 5.563 0.19 300 7,288 7,09 9.71 2.04 %"a3W 7.5 141.3 4.8 2,068 32,417 180.1 246.8 51,8 Mr6x83 3.4 0.19 300 9,950 8.09 10.53 2.13 M16x83 7.6 186.1 4,8 2,068 44,258 205.5 267.5 54,1 . 3.4 - 6.825 0.19 400 13,782 8.09 10.53 2.13 W o3W 7.6 168.3 4.8 Z758 61,302 205.5 267.5 54.1 M1 x83 3.4 r 6 6.500 9.625 0.19 450 28,278 10.56 13.56 262 J42.0 219.1 4,8 3,103 116885 268,2 344.4 10.750 0.13 250 22,879 12.84 16.41 273,0 3.3 1,724 100,876 326.1 416,8 66.5 M24nr 165 12 12.750 0.13 250 31,903 15.41 18.84 2,92 la8W 323.9 3.3 1,724 141.905 391.4 478.5 J ding Products Technical Services; Tel: (BOO) 381-9312F Fax: (800) 791-5500 www.tyen-lmre.00m Grinnell Grooved Fire Protection Products Figure 772 Rigid Coupling - Patented General ouctte Iron conforming to should be contacted relative to any questions HSTMA-536, Grade 65-45-12 !rjryImpairment must beimmodiatotycorrectod. Description pretootlyn Coatings: It Is recommended that automatic sprinkler Non-lead orange paint systems boinapncted.tested.andnratntainedby Are brigade red (optional) non-lead paint a qualified Inspection Service. Hnt dipped galvanized cent arming toASIM A-153 Limited BottlThvlro Track Head Bolts - conforming to Warranty PAlM A-163, Zinc Plated, (Mm. Tensile - 110,000 psillti&4fl kPa) prrntida narretaarned by Tyce Are Thacts urn Metric - conforming to ASTM FSSSM ennanalonto0urrant8yermonlrai)1a)yram adO P00 atoetton Beget (specify when ordering) pFMdetacokrneaedeaCvea0erroCddpwtmitat aobrrninat Sheet for • Grade W EPOMA slates cater undo toeaJnlyrc(yPABaiaminad38onJraltberemta Prescore Aa5e5 and ueuorinprovam rnronneuee amblentto+150F)d6'C)tontmreprotectlon oneoton1t8nontwreifirnto1(10)yrem systems. Not recommended for hat water lean dale at dapewd by lbye Rn As 1ljm72AtdCengprov4adardrhrtby to given for products or components 0nn'grPbng atorg tire drmordcoan Of ad • Tnl-oeat)Grade'EEPOM),greenculorcode nnsoJRnuredbyamgaaodaffbyOneanthgI grncry Pigat craØ'çe are pretnnal Ito dry pa for use in dry pipe or sneezer systems. elarlyoathnrtrarmomtoqarxbxthaaleaarpuranes and -on onapçknBara,Agurn772RklCratsdnP • Prolubnicated (Grade 'A EPOMA) eRnlloaebonrsrdbydbsrYdaanoqae'il amaproeardreitodrnmttadnt)dnkng p(eazat (See Data s pi for aid In selecting eant,areEolntsn00nkatimreRnh sreveeoeanadalbelaoaklrg,ifneadbrgOr prefer 00") noad an repaired H axcertonar oRb upeErabte aongtangco.5katle0tt3enseraapto5ttop5Ig Stastarrto of the Peateat Are Protection Association )3447la)ersltrgondpeoteaatan0thtee what used Ill tim protection services. Ordering irtedrrg Jretotkalxu MAreRn trend by tyne Firs mocm Procedure to to detective l be daon bnd on treecora9ptladioa. rap,ntTYft5Pdadt/ed8IIG1. 1nsHe WII When placing an under, Indicate em tug product ltte FIgure 172 RrC Cotqm&r SCd feral, oamne.Pleasespecllythequanbty,figure number, toaconmt*asryoemeretnrarereaotern.tar mPAfekmnlafadaadrrubrthmn&brenvnplleremerim type of gasket, Grade A' EPDMA, Prelubrtrted thes a* of or pets at pmrirntar Tyma Rn Rndxsnrror)asu48asyslth0rehabHubreSeab (Gnade"A'EPDMA)nrGrade'E'EPDMTd-Send. eWeaAbtterjnRb,AssottalbrMa64ttee and size. dcon9rranaiia20ontryoHtrenraIb1 to ad siarelevdn of airy Cdw aat'rreltfes having grimalGrmaratPtyiloPrn valvRE!As al byaworBulm'smix-dafivis. jwmsrufcttsn. Failure Sr do so may' hops!, Ill, and other products are avaibble throughout to ltd tut emopei Sl4sLL flV0 ARE PFttalIJCtS 00 perlunoaaeosfmlsdeolca. a.analoviknrensatioeattythmeohureIwath ueats ne mecT sniezo uesa.mvori lie aenrerat coqanotiel for nrslntrthrg ladr fire oldbblbtdienrentersvannrWwrlludirecoyorrat ptndmihe 9otsn wat dos Hr prcpereqrerad9 215-362'Olut for the dotritortor nearest you. totrrd/t!ors lire Instating ceebncriar on sprinkler lUDn9strPOrL88193TOLA06sJithS, neawmo!rrelulbemamtrmdeldraqyponlizrro Care and WAS 950REE)F00SJT1)€PD00W11IY&AH Technical Maintenance enynt Sitthi lyZi) 995 The earner Is responsible for the Inspection, ARUWtS'UtBiLI1YttWAlJPlv53idTEOtl5L Data testing, and maintenance of their are protection 101lfS9Lffi FR65 Pr9U. 772 system and devices In accordance with the l7E WAl95Y00MII11& s 1W - t app8cableslandardsnttheNattonatAraPrntettlov MYAIL OI WI1BAR Atlprneatr UL, FM, taLC, VdS, and LPCAr A055clutI5O (e.g., NFPA 25), In addition to the IMMJED. WARRANTIES88 Sea Am Protection Submittal Sheet for exact standards of any authority having jurisdiction. MflI09UTAIAITY A R?28 A Listing /Approval InIonnratisn. melnslalingcsnsractunnpnodactinarrutacturer PAMMMMMML Page 1 of 2 July 2004 TFPIBSO tqCo/Fire & Buil tqco/ Fre & Building Products Technical Services: Tel: (800) 381-9312 / Fax: (800) 791-5500 www.tycs-tlre.com Grinnell Grooved Fire Protection Products Grooved Fittings General Description r1 See FhePiotectinn [[J NMS Submittal Sheet for Pressure Ruling end listing/Approval Inlsrnra8srr The5nnoved681ngspr0vbleariec0nom1ca1 aodeteciontmethodofchangingdirectlon, adding an outlet, reducing, or capping grooved piping Systems. Grooved ftabrgs are available in durable ductile Iron or fabricated steel as indicated. Note: Figure 510$ and 5198 littlnga are special oholl ractioll 111505, with smaller Senior to sad dimensions than standard peeved lift tugs. Depending on the size and coupling used, there may be tnl.nterenc.a at the boll parts Hurt reqolre upoulUssirug attire coupling orlootatlon. The use of flange adapters Is not recommended with Flgeron 510$ and 510$ tilt/np. Control Tyco Fire Products for utetaflo. The Alt/vga described heroin most be installed am/ma/nis/tied in compliance a/rn this document as wall as with the applicable slam/aids of the Nut/ansi Rio Protection Association, In addition to the standards of any other authorities has/np jurisdiction. Failure lode as may Impel: the peeletmaacu elmul dairies. The owner is responsible for maintaining their lire production system and devices in proper opersting corel/i/art The installing controcloror spilnldermstselaclsmrsheuldbeconlactededlh any quest/ass Technical Data Approvals: UL, FM, tile, VCtS, and LPCB; Note. See Fire PrstOcutOti Submittal Sheet for exact Listing /ApprovaJ Information. Material: Cast Figures: 201, 210, 21 9, 250, 260. 501, 510, 519, 5IEDE, 5015, 51013 and 5195- Ductile iron conforming to AS1M A536, Grade 6545-12 Fabricated Steel: Figures 391, 392, 393, 312, 313, 321,327, 341 and 350- Curt/on Steel, (Sizes 1'/e'- Ware Schedule 40); (Sizes 8'- 12' are Schedule 30), coofortrslng to ASTM A-53 Grads B ProtectIve Coatings: Non-lead orange paint fire brigade ad (optional) ton-lead paint 'Hot dipped galvanized c001ann1r15 toASIM A-153 Ordering Procedure When placing an order, indicate the loll product name. Please spec" quantity, figure number, Wail thIclnuooa, and alSo. Grinnell Grooved Piping Produces, valves, accessories and ether products an available lhraophoultthnUS.,CaeradA and Internationally, through u network of distribution contain. You may write directly or call 215-362-0700 for the distributor nearest you. Care and Maintenance The owner is responsible for the inspect/an, iasdtrg, and maintenance of their fern protection system and devices In accordance with the epplioabtestondaedsofthnlhatlortaiflrePintsctien 6asociatlon (e.g.. NFPA 25), In oddities to the standards of any authority having jurisdiction. Thebtntaltngcnntmctzrorpmducttnanotactumr should be contacted relative to any questions. Any Impairment most be immsdiateiycornected. It is recommended that automatic sprinkler systems be inspected, tested. and maintained by a qualified Inspection Service. Limited Warranty products manufactured by Tyco Rio Products am warranted solely te the original Buyer for ton (10) years against defects in material and workmanship when paid tsratsl properly iasleitodatnlmaintained under romrai use and serMon. This wansnly will exphe1811(10)yearetmmthto0lohmntnothyly011 yiroPmdurlts, mbwarrredyisgisnnfsrprodadser components manufactured by companies not afiSehohyswrershipwftirlycoflmPtnductsnrfor p cempotsmtownricbteeehrsaeaigect foent/zee.hrwtoperbistaholnn.conoslen,orwhistu lost not been Instated, maintained, inmiffled or enpahndhnaccamarrcewlthapptteStavdaedsot the lllatioerrd Rio Protection hanecioflen (WA), wrdlortrestordardsofarryolberAuthodlteshavtrg .iorindbtios, bfotodatefaurslbyTycoPboProducto Ia bedofeclive sled be eitherropalrod or ropteced, at TyceRmPuodutls'solesptiort lycoflrePntducla neither assumes, not sot/slims any poison Is ansurrvfnrft,erra'ctherobligrlioeinconrnotioavirtb the sale ot products orpaelsotproducts. TycoRm Pdug/altotbeasperotdeinrsprinidscqistsrn eimIgnnnnsoritu08oerbaxmpiotobrfonsotion supplied by limier or liLhss reprosentetlues. IN NO EVENT SHALL TYCO ARE PRODUCTS BE LIABLE, IN CONTRACT, TORT, STRICT LIABILITY OR UNDER ANY OTHER LEGAL ThEORY, 938 INCIDENTAL, INDIRECT, SPECIAL OR COPSEOIJENI14LDAMAOES,I93UJDl9GBLlTNOT LIMITED TO LABOR CHARGES, REGARDLESS OF WHETH651YCDFIREPR000C1BWAShf80RMED ABOUT THE POSSIBILITY OF SUCH DAMAGES, AND IN NO EVENT SHALL TYCO ARE PRODUCTS' LIABILITY DICED) AN AMOUNT EQUAL 10 THE SALES PRICE. MTL ailND WA0$IU I 18890360, JIWID6ND WANR4NI7ES DF 1MNTARIIJTY AND FflSS FOR A PANnCMMPLIrM Page I of 6 September 2004 TEPIDIO 1) j Page 5er6 TFPlero Figures 201, 2109 219, and 260 Figure 251 EWE-1 Figure 218 e .evseelsnlnsaexsWs.,ovaa,lyso Fees eaaeoeprsdas. 1108.0- ,'e,,rftcn.,.,.nMbrween,ra..,.,S,snwScrcoisShs 00. umsOl 0.. Esanins sEar *2 5*, 0* b,5lCe coo sav arms' - Fdceon rrosx.,alo,aN ta,.rd5*, rw.nrfleumsirns and nrsn. Frl0050 Resistance* vs Equivelenl efrslqrt Pipe) SIZa uncems mm Eta Fee BQ, :: Feet Meters Feet tietort Feet 'debra Pool MrtOnr 42.4 0.6 0.3 r 1.5 0.6 w 48.3 0.7 0.4 1.8 -o- 0.7 60.3 r 110 r 0.5 T0 2.5 0T 1.0 730 - 1.2 .x 0.0 r 3.0 r 1.2 -zr 1.2 - 0.0 TICs- 3.1 4.1 1.2 $ 08.9 - 1.5 5T 0.7 IDT 3.7 r 1.5 - -ICr 2.0 ICs 1.0 5.0 2.0 114.3 r 2.0 sr 1.0 r 5.0 2.0 - 133.0,.., - 2.4 1.2 5.1 2.4 13e.7,,.. - 2.4 rn 1.2 61 2.4 o 141.3 - r 2.5 4.1 1.3 SET 6.3 ET 2.5 158.0... - r 2.9 - r 1.4 r 7.2 r 2.9 105,1.,., r 2.9 r 1.4 SOT 7.2 OT 2.9 168.3 - 3.0 s.e 1.5 SET 7.6 'ICOT 3.6 216.3, TO 4.0 5T 2.0 T '120."00 15.0 13.1 4.0 2191 lOT 4.0 r 2.0 SOT 10.0 4.0 273.0 lET 5.0 2.5 SET 12.6 5.0 323.4 SET 6,1 3.0 SOT 15.1 6.1 plgam2Ot Flgers2le Flauro2lv Flaum20oll 45 Eibow 50' nlbaw 'Fee lind Cap - s inches rw Lbs. t nolan l.bn. s Inches . Lbs. h ID r inches - mm K. mm K. mm K. mm K. -- 44.5 . 0.4 099 . 0.5 090 . 0.6 22.4 0.2 44.5 -173 Floors sro 1.1 0.5 s- 60.9 0.5 2.75 69.9 1 0.8 TEST 224 ICIC 0.3 2 50.0 0.0 ts 82.6 0.0 92.0 o 1.2 ICos- 22.4 0.9 0.4 - 02' 57.2 1.0 s- 95.3 1.4 IC 05.3 28 5SO 224 ux 0.4 76,1mm liIC 57.2 22 1,0 O0 95.3 1.4 IC 05.3 2.6 ICW 23.9 0.5 - TSIC 03.5 IC5 1,6 SO 108.0 2.0 SIC 108.0 7S 3.2 5SO 22.4 0.5 - lue,amm 73.0 2.5 120,7 3.9 liSIC 120.7 5.2 - - -- TS 76,2 Figure 200 2.4 Olis- 127.0 3.0 S 127.0 1OT 5.4 5ED 25.4 2-6 1.2 t33.Ornm -r -,,- 82.8 3.5 123.4 5.! oorrsow 133.4 4.8 - -- r39.7mm 325 ,036 7.7 3.5 139.7 m - 5.1 ss 139.7 r 6.9 SO 23.4 4.7 2.1 • liIC ns.e 55 3.5 $SST 139.7 105 6.1 558' 139.7 17.3 7.7 1 2.5,4 5.0 2.3 159,enrrrr sso owe 5.4 702.4 6.6 1524 6.3 - 165.1mm 552' 08.0 5,4 160.1 -1 8.4 S 165.1 60T 11.6 T 25.4 3.4 -6. 88.8 OT 5.4 165.1 ICW 84 165.1 11.8 T 25.4 -- 75 3.4 216.3mm 108.0 TE5ICZT 10.4 166.9 16.6 196.9 IClET 20.4 - 108.0 10.4 10,4 166.0 r se.6 199.9 3T 20.4 w 30.2 5.9 120.7 14.1 .is 229.6 272 228.6 32.7 31.8 0,1 - 12 133.4 18.1 254.0 er-p 30.4 1010 254.0 S2T 42.0 552' 31.8 'SET 16.3 Page 3 01 8 TFP1elO Figures 501,510,519 and 51 ODE D IE don Figure 501 Figure 515 Figure 519 Figure 51 ODE FigureSOl Flgare5lO Flgure5l9 Figure5lODE - 45 92,uw 90' Eizsw The 90' Drum Egs,w IncheS Lbs. COb Inchee Lbs. Inchea Lbs. JE Inches Inches - Inches 990.50. Lbs. ZO mm Ko. mm Kg. mm I K. mm mm mm I I, 1.75 44.5 0.4 2.79 69.9 0.5 1.2.2.75 69.9 0.6 - - - 1, 44.5 0.5 r 69.9 0.5 2.79-- 69.9 1.8 - - - - - - 2 50.8 0.8 0.8 21 325 82.6 59 325 82.6 Y 1.2 - - - - - 2 r 57.2 1,0 95.3 -5.73 9.4 1 95.3 r 2.8 r 95.3 50.8 r 89.8 9.2 228 63.0 35 1.6 425 108.0 4Z 2.0 425 108.0 % 3.2 425 106.0 228 584 s.,5 89.9 2.7 9.7 r 76.2 -- '2.4 - 927.0 .0.9 bw 127.0 - 5.4 528 927.0 zm 72.4 r 89.9 3,2 51 325 82.8 3,9 ! 330.7 85.9 2.79 69.9 -yr- 5,9 -- 6 r 139.7 im r 165.1 09.6 r 2.79 69.9 13.4 6.1 998.8 125.7 69.9 11.9 Figures 501$, 510$ and 519$ cE aE Figure 5015 Figure 51057 Figure 5190 Friollon Reest000esols, 51598 5l90 as Egaleel8nl slrelghl Pipe) 1 Size Inches mm Elbow I rench Ru0 Feet Mstemr i M9Iom rr 6*90,7, Meters --g- 60.3 9.0 r 0.5 w 2.5 r 1.0 730 -r 9.2 r 0.6 3.0 3.2 r 56 ir 3.9 T9 1.2 -70 2.4-- 5.7 1T 3.7 -sr iS 0 r 1.0 r 5.0 i- 6.5 2.0 4 T 9.3 r 6! 2.4 I 5 T 9.3 r 8.3 r 2,5 9 r 9.4 r 7.2 r 29 0 r 9.5 r 7.6 r 3.0 T r 10.0 ir 1L Page 4cf6 TFPISIO Figures 250 and 350 _EbE-1 Figure 250 cast fflH Figure 350 Fabricated sizes 3 to 8' l.-EIu6--1 Figure 350 Fabticaled Sizes 8" to 13' 0.: SUn 5.5 than acts fl a, ükte5tflreOCa auacsltconctas.,au a,, s,O%a,obasa, Fasuteucaas ADA CAPS Patented - uso-,es..a.dcueu. ntabaasa,n,,qu..r. -atm'." e Groove - NomInal ElsE App.. WI. Nominal E 108 Appu. WI. Numfnal Etc E Appu. WI. Size IncIses Lbs. Size Inches Lbs. Size el Lbs. Inches mm - F ,50 and 350 Con centric Reducer SwOrn mm Inches mm 2e1¼ °iJ pj E1BE1 2.50 'I39.7...53 '6115 101.6 2.6 - t. 3-50 4.4 SDD '051,8 938 0.6 139.7...54 88.8 12. 2.50 2 2.8 l27.0 5.5 -- 2452 - -ti-- 501/, 328 -- 639 0.5 _2_ 2.1 8u24 927.8 6.5 "76.1.x 3.50 1.5 3.50 4,6 5.00 12.0 tA 3 5 9,7 502 889 2.9 927.0 5.5 - 4-5 & 79.1,,.u2 035 08 5u2,b 88.9 2.0 604 927.0 54 2.50 1.3 3.50 4.4 5.00 11.3 3,01/s 62.3 0.6 88.9 2.0 9e5 927.0 5.9 r i. . 3.50 4.5 5.00 F 63.5 0.0 88.9 2.0 906 9270 49 -r- - 828 i 352 83.5 165.1a,.e3 109.6 2.5 10n4 152.4 ISO *3 3.00 1.5 • 4.00 6.0 8.00 21.5 024 762 0.7 tS5.l,X4 2.7 isz 9.8 '3576.1.. l95.lsltm7 toug 04 26I 2.2 *6 4,00 6,0 8.00 4s1/o 76.2 90 9s2 909.6 2.7 1058 9524 8.9 3.00 2.3 4.00 6.0 1.00 28.0 4n1 76.2 P.O 85 109.9 27 12x4 977.8 I2.7 3.50 2.3 . 4.00 6.0 1.00 30.0 4n2 792 1.0 78.1 101.6 2,7 12s5 1778 136 3.00 2.3 4.00 6.0 7,00 28.0 79.2 9.0 8eS 001.6 2.7 1209 9778 92.7 *4 3.00 3.2 *6 6 3-50 101.6 4x3 3 goiggg IQ grid Net 4.00 5.9 330 018.1.. 76.2 9.5 804 101.8 2.7 120 lO 977.8 $5.0 2.8 • 4.00 6.3 76.2 9.2 S 130.7.. 109.6 29 F! I Nominal Dlmensi, I Size outlet WL Inches Inches Inches Inches Inches NPV s. mm mm mm mm 1.25 1.75 1.89 0.77 L L JL a3 1.900 1.25 1.70 189 0.77 L 0.4 48.3 ,31.8 44,5 48.0 0.3 'ThY 2.00 2.02 0.88 - L L L 0.4 34. b 39.8 L L .. 9.25 1.15 1.89 0.92 _L 653 OZL& 44,5 L 2.375 1.25 1,75 189 0.92 0.4 i 1.37 2.00 2.02 9.06 37.3 50.0 48.0 0.0 9.47 1.97 1.89 1.28 o 2.875 1.47 1.97 1.89 1.28 730 £OL .iQL 42_ .L. 1.37 2.00 2.02 1.50 - - - L JL L 0.7 Pap Sofa TFPI8I0 Figures 391, 3929 3931, 312 and 313 Figures 391 Figure 312 Fiosre 313 22!? Elbow II /? Elbow - NominalInciree w Lbs. riches Lbs. rwi. Inches Wt Lbs. Size 4.00 0.8 1.76 0.4 1.38 0.4 101.6 0.4 44.5 0.2 35.1 0.2 • 4.00 707.6 0.9 0.4 1.15 44.5 0.5 0.2 1,38 35.7 0.5 152 • 4,00 1.88 0.8 'T5 0.6 _!__ 707.6 _9_ 47.8 153 1 35.1 as • 4.00 101,6 1,9 0.9 2.00 50.8 'D60 T as t 38.1 1.1 0.5 7 4.00 2.8 1 1.7 2,25 1.4 1.50 1.2 707.8 572 0.6 38.1 0.5 6.00 5.5 2.83 't T' 22 152.4 2.5 66.8 1.1 44.5 1.0 1. 8.00 7.4 2.88 4.1 2.00 3,0 152.4 3.4 732 7.8 50.8 1.5 1. 8,00 ' 3.13 5.8 2.50 4.5 152.4 4.3 79.5 1 2.5 50.8 2.7 8.00 14.2 3.85 11,11 200 8.7 152.4 6.4 88.6 5.0 50.8 3.9 8.05 27.0 4,38 14.5 2.13 5.1 253.2 122 u.S 64 54.7 4.1 • 12 9.00 33.0 4.88 22.0 2.25 18.7 203.2 15.0 124.0 18.0 57.2 7.6 IEbE Fl. I Figure 391 corE Figure 392 Figure 313 E 0 Figure 353 312 Figure 'j~ Figures 327 and 341 Figure 341 Pap 8ol8 'rppieto Figure 321 Cr01 321 Figure General Notes: Ills the Designer's responsibility to select products suitable for the intended service and to ensure S thot pressure songs and performance data is not eoeoeded. Always read end understand the insla8elisnbrsltoctlons 900 IIH-1000l. Never remove any piping component or correct or modify any piping deliciertclee without lost depressurizing arid draining the system. Material and gasket selection should be verified to be 00n16a0610 for the specific epp5cetiort. . Centiliod Company TYCO FIRE PRODUCTS, 451 North Cannon Avenue, Lenodalo, Pennayleenie 79946 Primed U.S.A. °-lucins Inn - Nortrbrel I toOrithiol C to S Size bodies Lbs. Size Inches Inc s mm ,gj_, Inches nun 80554 800 26.8 itoolihslic 82.6 0.9 065.1 12,1 h 325 2. 0.50 27.0 2828 115 3.25 27 808715 82.6 7.2 785.7 72.2 2½021501/i .i8 Y • 'F 80802 7.75 7.75 36.5 95.3 7.9 196.9 l6.4 21502150 3.75 42 8n853 05.3 1.9 196.9 76.6 2½n 21502 80804 95.3 2.0 1669 76,6 3a30 Its euses '' •' 7.75 3101 108.0 2.4 190.9 16.7 3s302 80808 _________ 100.0. 2.5 196.9 16,8 , - -- 30302½ 700 1052 1090 2.6 228.6 25.9 4040 Ito 0,96 9,8 1001003 9.66 127.0 4.4 228.8 26.0 40401½ 0° 1051004 9.00 51.6 6.60 15.6 10,00 0-50 28S e 127,0 4.5 228.9 26.1 40402 5.00 •-m:-- ID 01055 •' •-:-•- _________ 127,0 4.6 228.6 26,2 9.9 aw 9,00 58A 40452½ 4.00 58.0 100 1058 1270 4,7 2266 26.3 40403 5.00 10.5 105 iosg 127.0 4.8 228.8 28.5 8406.4 1397 8.8 254.0 50502½ 5.50 14.8 I2o12e4 80.5 139.7 6.7 2060 36.5 00553 5,2 125 8505 10.00 Y 1397 6.2 254,0 38.6 5s5s2 ....5° ''• 1201253 10.00 1• 139.7 7,2 36.7 50504 5.50 1201256 f 60602 8.50 26.5 1201208 ii165.l 71,9 47.5 85652½12012510165.1 12,0 41.8 808n3 6.50 26.5 __ 1061 12.0 lengths. Other even foot lengths can be furnished to order. Material: Carbon steel or Stainless Steel Gr 304 Threads: National Coarse (USS(, rod threaded complete length. FinloloD Plain orD Zinc Plated (Hot-Dip Galvanized optional) Maximum Temperaturs: Zinc Plated 450F, Stainless Steel 650" F O Approvals: Complies with MSS SP-58. ordering Specify rod diameter and length, figure number, name and finish. Note'. The acceptability of galvanized coatings at temperatures above 450F is at the discretion of the end user. '/,. through 2" Size Rounded Edge Design Length WIS flPaoVul A FIG. 146: DIMENSIONS (IN) • LOADS (LBS) • WEIGHTS (LBS) Rod Size A Threads per inch Max toed 650" F Weight per Ft. V. 20 - 240 0.12 'I. 16 730 0.30 '7, 13 1,350 0.53 34 11 2,160 0.84 34 _iO_ - 3,230 1.20 1/, 9 _6 - 4,480 1.70 1 5,900 2.30 1% _7 - 9,500 3.60 1% 6_1 13,800 5.10 21/." through 8 Size j RING HANGERS RODS & EYE RODS JWLL Fig. 69 (Formerly Afcon Fig. 300) Adjustable Swivel Ring, Tpped Per NFPA Standards Fig. 146 (Formerly Afcon Fig. 650) Continuous Threaded Rod Sic. Rings: Is through 8' Material: Carbon steel Fini,lz Strap is Pie-Galvanized Zinc Material, Nut Is Zinc Plated. Service: Recommended for suspension of non-insulated stationary pipe line. Maximum Temperature: 450 F Approvals: Complies with Federal Specification A-A-1192A (Type 10), WW-H-777-17 (Type 10), and ANSI/MSS SP-58 (Type 10). UL Listed and FM Approved (Sizes'/," - 81. Features: ,/s" -2" sizes designed for use with steel and CFVC piping and manufactured with FBC System Compatible oil. Threads are countersunk so that they cannot become burred or damaged. Knurled swivel nut provides vertical adjustment after piping is in place. Captured swivel nut in the /s through 6" sizes. The capture is permanent In the bottom portion of the band, allowing the hanger lobe opened during installation if desired, but not allowing the nut to fall completely out. Ordering; Specify size, figure number and name. A Non-captured nut also available upon request. /VF C 0. q. 'I? through]" pIpe 1 /" through 2" pip. 21,." through 8" pipe FIG. 69: DIMENSIONS (IN) • LOADS (LBS) • WEIGHT (LBS) Max Load Weight Rod Size F Width 300 0.10 10 2'6 34 1% 9W 2%. 4 2 14. 1 5/8 234 91 .10 2'A. 1% - 11/s N21A 2% 134 0.10 0.11 3Y. 235 0.20 0.20 4 13/,,525 234 3134, 650 1/i• 0.54 0.65 34 514. /4 1,000 6114. 1.00 8%. 734, 314 iiliiilllallllulllo,i1IIul6 Ptei.ct nil III DAppauved Address: DAppitived as noleul Contractor. DNotapprovad Engineer Ramada: Sobmultal Bats: Notes 1: Notes 2: PH-lie Size Rang.: u/Ifl through] 'lu' Stocked in six, ten, and twelve foot uniuullllllltloiilulllx aiwxteIVilifItm- erojaxt [JApproved Addruss: DApproved as noted Contractor DNot approv.d Engineer Ramsuts: Submittal Data: Notes 1: Notes 2: PH-1.18 Part #077.-....._ -'~ftedffllu P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 411 SWAY BRACE FITTING SIZE - SYSTEM PIPE: Nominal Pipe Size Sch. 40 Steel 1" - 12" Sch. 10 Steel 11/4" - 12" Sch. 7 Steel 2"-6" MATERIAL - Carbon Steel or S.S. (Type 304) FINISH - Plain or E.G. PATENT - No. 7,140,579 LISTING/APPROVAL c®us 203A-EX 2625 FM Approved - 1950 mm. FUNCTION - Longitudinal fitting of an AFCON sway brace assembly. INSTALLATION - Per these instructions including NFPA 13 or FM 2-8 Load rating - see chart. ASSEMBLY - See drawing. Combine with proper AFCON components- see disclaimer below. " Max. Horizontal Load 1200 5" -10 2765 12" 1 3740 4, Max. ASD Horizontal Load System Sch. 30"-44" 45"-59" 60"-74" 75"-90" NPS 1-11/2" 10-40 1070 420 510 1 570 2" LW-40 1570 1900 1730 1930 2112'-4- LW 1000 860 0- 1150 4"-5' 10-40 1000 950 0 E2720 1280 6" EW ö 3040 8" 10-40 2070 12500 1690 Align brace member paraiiei to race of 4 11 iascucr iiiutgs. Tighten 1/2" bolts until fastener flanges connect. FEATURES * Patented - design eliminates bending of fastener flanges during installation. * Patented - design prevents over tightening on system pipe. * Improved assembly - fastener flanges connect for superior strength. * Visual inspection - proper installation when 411 fastener flanges contact. ORDERING - Part #, size - system pipe and finish. Specific .4FCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting ma listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER- AFCON will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any triad, including but not limited to loss of business or profit, when non-A FCON products have been, or are used r 2/16 P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 076 ATTACHMENT FITTING UNIVERSAL LOCKING 17132' STEEL BASE SIZE - BRACE PIPE: 1" thru 2" Sch. 40 MATERIAL - Ductile Iron and Carbon Steel. FINISH - Plain or E.G. LISTING/APPROVAL - 203A-EX 2625 OSHPD See Website. LIM FUNCTION - Structure attachment fitting of an AFCON sway brace assembly. INSTALLATION - Per these instructions including NFPA 13. Load rating - see chart. Combine with proper AFCON components- see disclaimer below. ASSEMBLY Insert brace element into fitting snug against back ofjaw. Install set bolt fincer ticht, then additionally tighten 1 1/2 turns or torque to 40 lb-ft. Only tighten set bolt with hand tools. - NEVER INSTALL SET BOLT WITH IMPACT/DRILL DRIVER. FEATURES * Swivel allows attachment at any angle. * Larger fastener hole available.- Consult factory. ORDERING - Part #, size - brace pipe, material and finish. Max. Horizontal Load 300 thru 900 I 2765 ---.-'.; Speetfic ARCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON Will NOT warrant against the failure of its products when used in combination with other products, parts or systems not manufactured or sold by AFCON. AFCON shall NOT be liable wider any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to toss of business or profit, when non-AFCON products have been, or are used. P.O. Box 3365 South El Monte, CA 91733 626.444.0541 Fax 626.444.3887 www. Afcon.org 035 SWAY BRACE FITTING MODEL K 1' mm. 3112 & 5 thru 12 inch pipe SIZE - SYSTEM PIPE: Nominal Pipe Size Steel 1" thru 12" * Steel Specially listed - see chart. CPVC 1"thru3". Brace common O.D. - Copper, Plastic, FRP SIZE - BRACE PIPE: 1" thru 2" Sch. 40 Mm. 1 1/4" required for 12" system pipe MATERIAL - Carbon steel and ductile iron. FINISH - Plain or E.G. PATENTS - No. 7,516,922 No. 7,523,895 LISTING/APPROVAL - 203A EX 2625 LISM * FM Approved -1950 OSHPD See Website. FUNCTION - Lateral fitting of an AFCON sway brace assembly. INSTALLATION - Per these instructions including NFPA 13 or FM 2-8 and CPVC manufacturers instructions. Load ratings - see charts. ASSEMBLY - See drawing. Combine with proper AFCON components- see disclaimer below. Insert brace pipe through bores to achieve minimum 1" extension. Tighten 035 set screws until heads bottom out. FEATURES * Patented - designed for system pipe of varying material. * Improved assembly - extra large bore for brace pipe. * Visual inspection, verifies proper installation. ORDERING - Part #, size - system pipe, size - brace pipe and finish. '' Max. Horizontal Load System sts Sch. 30'.44' 451-59' 60'-89' 90' 1383 1956 2 3941 2765 1 1/4'-? 23941 27 2 112'- 4' 1 fl9. .i2UL 2394.1 ZZfi -_R' 140. 1.38. 1956 294. 2Th5 8' 10-40 1383 1956 2394 2765 10' 10-40 1383 1956 2394 2765 12' 1040 1870 2645 3238 3740 4 Max. ASD Horizontal Load System Sch. 30'-44' 45'-59' 60-74 75-90' 1'- 1 1/2" 7-40 1680 2380 2920 3250 2'- 3' 7-40 1800 2350 3120 3490 4' 7-40 1370 1930 2370 2640 5', 6,8' 7-40 730 1040 1270 1420 Special Note: Thin wall sprinkler pipe has a propensity for damage to its circumference resulting in egging. When egging exists - shift mounting location. Specific AFCON products are exclusively designed to be compatible ONLY with other AFCON products including parts and fasteners, resulting in a listed sway brace, restrainer or hanger assembly. Be advised the following warranty restriction will apply. DISCLAIMER - AFCON will NOT warrant against the failure of its products when used in combination with other products, pans or systems not manufactured or sold by AFCON. AFCON shall NOT be liable under any circumstances whatsoever for any direct or indirect, incidental or consequential damages of any kind, including but not limited to toss of business or profit, when nun-A FCON products have been, or are used- 8/16 UUMak 0106 111L Mlnlmum X PIN WOOD UL 1,65d Wood, M11:4 vo Wine Thickness, In 8007957 GST 10 X CPVC 1-1/2 300 1.5 -8020957 SWG 10 X CPVC 1-1/2 300 1.5 8008957 GST 20 X 2-1/2 850 1.5 X 4 1475 1.5 8068925 GST 20 SS X 2-1/2 850 1.5 8010957 GST 30 X 4 1500 1.5 X 4 1475 1.5 -8009925 GST 25-380 X 4 1500 1.5 X 4 1475 1.5 -8022925 SWG 25-380 X 3-1/2 - 4 1500 1.5 X 4 1475 1.5 -8021957 SWG 20 X 2-1/2 - 3** 1250 1.5 8073925 SWG 2OSS X 2-1/2 1250 1.5 8139957 SH GST 2O X 3 1050 1.5 X 4 1475 1.5 8141957 SH GST 3O X 4 1500 1.5 X 4 1475 1.5 8140957 SH GST 20 SS X 3 1050 1.5 8142957 SH GST 3OSS X 4 1500 1.5 ULMaX Pipe Minimum FM FMMO) FTSI MtEm ' I BX PIN STEEL to. Sizip In Thk Steel nessun 8038957 DSTR I 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 1 X 4 1500 0.035 X 4 1475 0.1050 8150922 XP 20 X 2 750 0.027 X 4 1475 0.1050 8153922 XP 35 X 3-1/2 1250 0.043 X 4 1475 0.1050 094 CONCRETE 4 8059957 CST 20 X 4 1475 3000 PSI 8061957 SWC20 X 4 1475 3000 PSI rg "***"IV :iwBuiIdex UL and FM tests were performed in compliance with NFPA-13 Standards. www.itwbuildex.com Fastening requirement: 5 times weight of water filled schedule 40 pipe plus 250 pounds. 800-284-5339 SSS26 * 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" so Nor LEASt COVEn OFF FOR oprlouoL TAMPER SelTCv ExTruDes POROO ur riuc FIG. 2 ecrcts AausTucrn Foe otslucs ruin nary, LINE HE MarvIn. To coorer rIME Tine Mien icl Tnnzn sINECTI0rO ,, MounT OF cruRs szcoSsrvv To PRcVcNr FALSE uLuem, 0 '5' SETTING S USUAlLY oocuunrt ma lois. FACTORY S mu no S. rIuAT0. rolls uLtEesslay To HO EVENTAuL nOPT,-L85 (Sn 4-,,,) Or Towort VSR-F VANE TYPE WATERFLOW The Symbol of Protection ALARM SWITCH WITh RETARD of Protection VSR-F VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD UL,ULC$AdCSFMLIItSd,FMandLPCBAppTOWd,NYMEA Accepted, CE Marked -- Service Pressure: Upto450 PSI (31 BAR) MlnlmumFlowRat.forAl.rm: 400PM (351PM) Maxfmtsn Surge: IS FPS (5,5 mb) ContactRatlnge: Two sets of SPOT (Form C) 15.0 Amps at 125/25OVAC 20 Amps at 30 VDC Resistive Conduit Entrances: Two knockouts provided for 1/2' conduit ' ' EnvIronmental 5pecliltcsttone: Suitable for Indoor or outdoor use with factory installed gasket and die-Cast housing. / NEMA4/IP54 Rated Enclosure - use with appropriate 1 conduft fitting. Temperature Range: 40F/120F, 4,5C/49C -. Non-corrosive sleeve factory instated in saddle. Caution: This device is not Intended for applications In explosive environments. I Sizes AvaIlable: Steel Pipe schedules lo thru 4O, sizes 2'lhru 8' BS 1381 pipe 50mm1hru 200mm Note: For copper or plastic pipe use ModoIVSR-CF. Service Una: Automatic Sprinkler NFPA-13 U.S. Pat. No. 3921989 One ortwo family dwelling NFPA-13D Canadian Pat. No. 1009680 Residential occupancy upto four stories NFPA.13R Other Patents Pending National Fire Alarm Code NFPA-72 Potter Electric, Rd., 1990 Optional: Cover Tamper Switch Kit, Stock No. 0090018 GENERAL INFORMATION INSTALLATION: See Flg.2 The Model VSR-f' to a vane type watorfiow switch for use on These devices may be mounted on horizontal or vertical pipe. wet sprinkler systems. it Is Ui. Listed and FM Approved for On horizontal pipe they should be Installed on the top side of the use on steel pipe; schedules 10 through 40, sizes 2' thru 8' pipe where they will be accessible. The units should not be In- (50mm thru 200mm). stalled within 6' (15cm) Die fitting which changes the direction of LPC approved sizes are 2' thru 6' (50mm thru 200mm). the waterllow or within 24' (50 cm) of a valve or drain. The unit may also be used as a sectional watenfluw detector Drain the system and drill a hole In the pipe using a circular saw on tame systems. Ins slow speed drill. The 2' (50mm) and 21/2' (55mm) devices The unit contains two single pole, double throw, snap action require a hole with a diameter 0111/4' + 1/81 - 1/16' (33mm switches and an adjustable, Instantly recycling pneumatic to- ±2mm). Al other sizes require a hula with a diameter of 2' *1/8' (50mm *2mm). lard. The switches are actuated when a flow 0110 gallons per minute (38 1PM) or more occurs downstream of the device. Clean the Inside pipe of all growth or other material for a din- The how condition must exist for a period of time necessary to lance equal to the pipe diameter on either side of the hole. overcome the selected retard period. Roll the vane so that It maybe inserted into the hole; donut bend ENCLOSURE: The ant Is enclosed In general purpose, die- or crease it. Insert the vane so that the arrow on the saddle cast housing. The cover Is held In place with two tamper resin-. Pointsin the direction of the waterflow. Install the saddle strap tart screws which require a special key for removal. A told in- and tighten nuts altemalely Is an eventual 50 fl-lbs. (88 n-M) of slaltable cover tamper switch in available as an option which torque (see Fig. 2). The vane must not rub the inside of the pipe may be used be indicate unauthorized removal of the cover. See or bled is any way. bulletin no. 5400775 for installation Instructions of this switch. Specifications subject to change without notice. Patter Electric oi0nid Company '2081 Craig Reed. St Laurie, MO, 631464161 'Phone: 800-325.3535FCensde 8ea.882:1833 '.potterelgnel.oum PRINTED IWUSA MKT. .nomml -REV W PAGE IOF2 MFG.es400lor 7/02 TO nOrMA. DOLl. HALE AS INOICATOS PIPE SUE tONE SEE iHU'' Ix nAtr( LE to C o At/a' I.—Ix 205,,y,) SO,,,,, 02,,,,,) HW0Ou. 0010+0 scrnucs (IS SEES,) jIO_M0+O1 1 B4_rOjo_rra-ru FIG. 3 TYPICAL ELECTRICAL CONNECTIONS NOTES: FIG. 4 1. The Model VSR-P has two To remove knockouts: Place switches, one can he used to Screwdriver at edge of knock- + operele C central elation, pro- prietery or remote signaling unit while the other contact Is outs, not in the center. us"to operate a local audible or visual annunciator. 2.Ausn*fanut UPC thf _ %we INS Product Is that the .1actrI. Gal entry must be sealed to avelud. moisture. <k_ 3. For supervised circuits eea 'Switch Terminal Caenec- lion? drawing and caution note iRe ii. APPLICATION WARNINGI Due to the possibility or unintended discharges caused by pressure surges, trapped air, or short retard limes, watertlow, switches that are monItoring wet pipe sprinkler systems should not be used as the sole initiating device to discharge AFFF, deluge, or chemical suppression systems. TESTING The frequency of inspection and testing for the model VSR-F and its associated protective monitoring system should be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the Inspector's test valve, that Is usually located at the end of the most remote brooch iso, should always be used for test purposes. If there are no provisions for testing the operation of the 110w 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 most be tested in accordance with the testing Instructions. PRINTED INUSA MKT.eor. REV w PAGE 20P2 MFG. te400lnr -71012 FIGI SWITCH TERMINAL CONNECTIONS CLAMPING PLATE TERMINAL CAUTION: An uninsulated section of e single conductor should not be looped around the termi- nal and serve as two sepa- rate connections. The wire must be severed, thereby providing supervision of the connection in the event that the wire becomes dislodged from under the terminal Cover Temper (with cover in place) ov") ow, ccxl DEC. f751-BA Notes: Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified In UL Standard 464. UL temperature range Is -30" to 150"F (344 to 66"C). Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative 01 output levels in an actual installation. 820200 I-" VOLTAGE I20eEL00. 01000.40. CURRENT 5-""4 *11077. 5*1(5) AT10F7. 088(1) 5)410) 141/DC 102720 170412 .420 21 10 0)200) 12000 P00420 1700012 .120 08 ('7 u, r-) 12V20 P004210 1715012 .120 00 70 0)150) U402C P00240 (100504 200 01 71 0(2*4) 24000 P00245 7705004 00 07 70 00,00) 24020 P222270 471044 200 04 80 0(1*4) 24040, 704240 480,5204 .110 01 14 2(70) 24040, P00245 *4404 .410 44 77 10210) 24000, P042470 1070004 .710 44 10 0)150) 120000 P0*104 1005100 200 02 80 0(00) 72404C P4*104 104125 260 44 04 10)410) 120000, P0042010 1010120 264 00 05 6" BELL SHOWN BELLS POTTER PBA-AC & PBD-DC The Symbol of Protection UL Listed Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) Voltages Available: 24VAC 12OVAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: FlreAiarm General Signaling BurgiarAlarm Environment: indoororoutdoor use (See Note 1) -40" to 150"F (40" to 66"C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as lire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1 • Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: Potter 90471)0 mgnat Company • 2081 Cutg Roud, St. Louis, MO. 63148-4181• Phone: 550.325-3938/Cenude 888.882.1833" WWw.pottootgooi.070 PRINTED IN USA oicr. #8050051 -REVS 100Z1 07'S MFG. 5540e770.5)05 ®BELLS POTTEER lb. Symbol of Protection DIMENSIONS INCHES (mm) FIG. I BELLS FIG. 2 WEATHERPROOFBACKBOX BOXHASONEThREAOED II?CONOUITENTRANCE + 0148 + fi EIJ(- (All Ile 68) 1*4) 0*0. 0715-2 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) A.C. BELLS *e 05) *40 10411 *575 (52) *0 (801) p04000, *0 10*0*40, 5*4 *4 *0 CO SQL *01*4 SwiG SQL *755 .4157*0*520*54*0S *2*40 10 2201571204 22 *& *0 .4127*45. .45702020 5 80*04w WSW *74540820*02*1. some, NortOn 7, OSSEIP15 P0428411 10 0020 0. *2JS, 1, 00060 05420 A.C. 24413. rcaosurt 9.0,0 60100 0506 OUPAGOmLI 2. 500 40501 csoinw 101 404R 1,057 SQi. 1. 01.004 57505 500417441 (-) 2. 05a-oF-U20 805510 02 601 50,002806 ON 0.C. 80U.S. DWC. t778-3 INSTALLATION The bell shall be installed in accordance with NFPA 72 or local Ahj. The top of the device shall be no less than 90" Aff and not less than 6" below the ceiling. Removethegong. Connect wiring (sea 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, (sin the hole In the gong). Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT.#8850001 -REVS PAGE 2 OF 2 MFG. 2&400776-0)05