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HomeMy WebLinkAbout1 LEGOLAND DR; ; FPC2017-0368; Permit4L.-City PERMIT REPORT Carlsbad Print Date: 12/02/2020 Permit No: FPC2017-0368 Job Address: 1 LEGOLAND DR, CARLSBAD, CA 92008-4610 Status: Closed - Finaled Permit Type: FIRE-Construction Commercial Work Class: Fire Sprinklers Parcel #: 2111000900 Track #: Applied: 12/07/2017 Valuation: $976,272.00 Lot #: Issued: 02/12/2018 Occupancy Group: Project #: DEV2016-0029 Finaled Close Out: 12/02/2020 #of Dwelling Units: Plan #: Bedrooms: Construction Type: Bathrooms: - Orig. Plan Check #: Inspector: Plan Check #: Final Inspection: Project Title: LEGOLANDJD18 DARK RIDE Description: JD 18 RIDE -SPRINKLER (169 HEADS) FPContractor: COSCO FIRE PROTECTION INC 1075 W LAMBERT RD BREA, CA 92821-2944 (858) 444-2000 FEE AMOUNT FIRE NFPA 13 System > 100 heads (includes 1 riser) $832.00 Total Fees: $832.00 Total Payments To Date: $832.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1 760-602-8561 f I www.carlsbadca.gov No. 130 (D CARLSBAD FIRE DEPARTMENT Fire Prevention Division 1635 Faraday Avenue - Carlsbad, CA 92008 760.602.4665 WATER AVAILABILITY FORM SECTION A: TO BE COMPLETED BY CUSTOMER PROJECT NAME: 1 Legoland Drive, Lot 18 SR#: F f Pc. 2.014-- 0349 (Assigned upon plan submittal) PROJECT ADDRESS: 1 Legoland Drive, Lot 18 CITY: Carlsbad PHONE: ( 858 ) 444-2008 (Cosco Fire) FAX NUMBER: Largest Building (ft.2): 15,028 Sprinkled? YES Construction Type: V-B SECTION B: TO BE COMPLETED BY LOCAL WATER COMPANY. CUSTOMER TO PROVIDE RESULTS TO CFD. Water Purveyor: City of Carlsbad Location of test (reference map required): internal Legoland system TEST INFORMATION IS VALID FOR 6 MONTHS FROM DATE PERFORMED Flow Test Results Static pressure: 83 PSI Hydrant Number (if applicable):NA Elevation of test: 118 Feet Main Size: 8 INCH Pressure Zone: 375 Feet Date/Time of Test: Pitot Tube Reading: PSI çrresponding Flow: GPM Total Flow: 3,150 GPM Residual Pressure 21 PSI At peak demand , this water system is capable of providing a fire flow discharge at 20 psi in the vicinity of the fire of 3,150 gpm. The required for this size building and construction type according to the California Fire Code is 3,250 gpm. However, this flow exceeds the District's minimum pressure criteria of 20 psi. The maximum fire flow that meets both the velocity and pressure criteria is 3,150 gpm. There was no specific request for fire flow from the Client or Fire Department. Note: If the water availability information was obtained in a manner other than a flow test (i.e. computer modeling), fill out the information above as applicable and check here: x Name:1j,. Mael, P.E. Signat Title/O Manager Eng. Lic. No. (if applicable): C69606 Date: 11/20/2017 Legend w_Hydrant Pipe ZONE 255 375 + I ETank (255 Zone) a L : ART RD Fire Flow Test I Location I a 19 0EFLLER RD LEGO DR a 8. Legoland - Fire Flow Analysis FF>C2-C)[-1-0%S -0 0 00 0 0:I cosco •. S• •.• 's.' I Fire Protection San Diego Branch Office 4990 Greencraig Lane San Diego, CA 92123 (858) 444-2000 fax: 444-2056 CA Lic.: C-16 #577621 www.coscofire.com HYDRAULIC CALC'S Date: 2/05/2017 LEGOLAND JD-18 1 LEGOLAND DRIVE CARLSBAD, CA 92008 JOB # 10.CA-5377 Submitted by: MICHAEL LONG Los Angeles 0 San Francisco • Orange • Fresno • San Diego • Seattle 1 IHydrau1ic_Overview 1 FPC2013 4o3 Job Number: 10.CA-5377 rt Description: Ordinary Grouo II (#1 Job Job Ntarrber Design Engineer 10.CA-5377 Michael Long Job Name: CALIFORNIA JD1 8 Phone 858444-2008 FM 858-444-2056 ,EGOLAND ens I State CetdfioaliornlUcense Number 1 LEGOLAND DRIVE C-16_577621 Address 2 CARLSBAD, CA 92008 AHJ CARLSBAD Address 3 Job She/Building LEGOLAND JD18 System Density Area of Ayylication 0.200g pm/ft2 1610.00ft2 (Actual 1610.19ft2) Most Demanding Sprtntder Data Hose Steams 8 K-Factor 26.00 at 10.563 250.00 C000togo For Spoinklor Number Of Sptintders Catnutetod 130.00ft2 20 System Pressure Bernard System Ftoso Demand 63.618 610.98 Total Dentofld 860.98 @63.618 Pressure Result +6.018 (8.6%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(si) K-Factor(K) Flow(ppm) 1 Water Supply 3150.00 250.00 74.700 18.900 FP-100.cad Water Supply at Node 1(3150.00, 250.00, 74.700, 18.900) 100- 1L 90 - .. C4 Static Pressure 74.700 70- I1V11 - — - — — ._ 60- 6098 with hose streams 0 '9 : System demand curve sar- 00 900 °o f1f1018. 0- 'lilr'LIIILu.u.l.LL'lJ.l.l.l.I.L' 1111111 5400 0400 3000 3600 4200 4800 6000 Water flow, gpm ,, © M.E.P.CAD, Inc. §1 AutoSPRINKl8 12 02.1.1.0 1/16/2018 2:52:26PM Page 1 1111 Hydrau11c Summary Job Number: 10.CA-5377 Reoort Descriotion: Ordinary Grouo II (#1 Job Job Number Design Engineer 10.CA-5377 - Michael Long Job Nor,ro: Stole Cer5ficotion/Llconso Number CALIFORNIA JD18 C-16_577621 ,EGOLAND 055 1 I LEGOLAND DRIVE P2-IJ CARLSBAD Address 2 Job Site/BAlding CARLSBAD, CA 92008 LEGOLAND JD18 Address 3 DrawIng Norns FP-1 00.cad System Remote Area(s) Most Demanding SpIte/star Data 000nponoy Job Suffix 8K-Factor 26.00 at 10.563 Ordinary Group II Hose itliowanos At Source Density Aloe OlAPplicobOfl 250.00 0.200gpmlft2 1610.00ft2 (Actual 1610.19ff2) Additional Hose Supplies Number 01 Sprinklers Calculated C000roge Per Sprinkler Node Flow(QDm) 20 130.00ff2 AutoPeek Results: Pressure For Remote ddeo(e)Adjacent To Most Remote Area Total Hose Streoms 250.00 System Flow Demand Total Water Required Including lose Allowance) 610.98 860.98 Maximum Pressure Unbalance In Loops 0.000 Maximum VetedtyAbooe Ground 18.44 between nodes 17 and 107 um Velocity Under Ground .22 between nodes 9 and 10 Volume capacity 01 Wet Pipes Volume capacity of Dry Pipes 712.51gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (qpm) (psi) (psi) (qpm) (psi) (qpm) (psi) (psi) 1 Water Supply 250.00 74.700 18.900 3150.00 69.636 860.98 63.618 6.018 Contractor Contractor Number Ccntact Name MICHAEL LONG Contact 1155 DESIGNER Name p1 Cunhostusr Phone Extension COSCO FIRE PROTECTION 858444-2000 1708 Seer 990 GREENCRAIG LANE FAX 858444-2056 AddresS 2 SAN DIEGO, CA 92123 E-mall MLONG@COSCOFlRE.COM Address 3 Web-Site http://www.coscofire.com/ ©M.E.P.CAD, Inc. JAutoSPRINK®12v12.1.1.0 1/16/2018 2:52:28PM Page IIII Hydrau1ic Graph Job Number: 10.CA-5377 Renort Descriotion: Ordinary Grouo II Water Supply at Node I 100—: 80— -Static Pressure 74.700 70 - 10.9e@63 860.98 with 618 hose streams 601:\ 50 L 40 '3ystem demand curve \t\\ 20 150.00 8.900- 10 0111Ii1jJ1.I.1.1.i_l.l.IIIItIIIII 111111111 I 111111111 11111111 IIIIIIII 1111111 I 1111111 %00 1200 1800 2400 3000 3600 4200 4800 ioo 6000 Water flow, gpm Ftydrrndie tSreptr Water Supply at Node 1 Slats: P.- 74.700 Residual: Pressure Test Conducted By Test Witnessed By 18.900 @ 3150.00 Jennifer R. Mael N/A Available Pressure at limo of Test Date at Test lime at Test 69.636 @860.98 11/20/2017 3:58pm SuBorn Demond Hydrant Numbers Location 63.618 @ 610.98 N/A Internal Legoland System r000nnand (including Case Aesoranca St Scruc.) Hydrant Etevetan 3.618 @860.98 118FT , © M.E.P.CAD, Inc. 11 AutoSPRINK® 12 02.1.1.0 1/16/2018 2:52:29PM Page 3 Summary Of Oufflowing Devices Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Sprinkler 100 31.09 26.00 8 15.107 Sprinkler 102 31.27 26.00 8 15.274 Sprinkler 104 32.09 26.00 8 16.091 Sprinkler 106 33.23 26.00 8 17.249 Sprinkler 108 28.24 26.00 8 12.461 Sprinkler 110 28.33 26.00 8 12.537 Sprinkler 112 29.02 26.00 8 13.155 Sprinkler 114 30.09 26.00 8 14.146 Sprinkler 116 32.79 26.00 8 16.798 Sprinkler 118 33.01 26.00 8 17.027 Sprinkler 120 33.57 26.00 8 17.610 E Sprinkler 122 26.00 26.00 8 10.563 Sprinkler 124 26.19 26.00 8 10.714 Sprinkler 126 26.88 26.00 8 11.293 Sprinkler 128 29.78 26.00 8 13.853 Sprinkler 130 30.05 26.00 8 14.110 Sprinkler 132 30.26 26.00 8 14.310 Sprinkler 134 31.07 26.00 8 15.079 Sprinkler 136 33.90 26.00 8 17.955 Sprinkler 138 34.14 26.00 8 18.207 Most Demanding Sprinkler Data I I, © M.E.P.CAD, Inc. 11 AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:52:31PM Page 4 1111 Node Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 4-0 S 63.618 610.98 100 12-81/2 Spr(-15.107) 15.107 31.09 102 12-111/2 Spr(-15.274) 15.274 31.27 104 13-2 Spr(-16.091) 16.091 32.09 106 13-4 Spr(-17.249) 17.249 33.23 108 12-8 Spr(-12.461) 12.461 28.24 110 12-9% Spr(-12.537) 12.537 28.33 112 13-0 Spr(-13.155) 13.155 29.02 114 13-2 Spr(-14.146) 14.146 30.09 116 12-8% Spr(-16.798) 16.798 32.79 118 13-0 Spr(-17.027) 17.027 33.01 120 13-2 Spr(-17.610) 17.610 33.57 122 13-51/2 Spr(-10.563) 10.563 26.00 124 1351/z Spr(-10.714) 10.714 26.19 126 13-51/2 Spr(-11.293) 11.293 26.88 128 13-51/2 Spr(-13.853) 13.853 29.78 130 13-8 Spr(-14.110) 14.110 30.05 132 13-8 Spr(-14.310) 14.310 30.26 134 13-8 Spr(-15.079) 15.079 31.07 136 13-10% Spr(-17.955) 17.955 33.90 138 13-101/2 Spr(-18.207) 18.207 34.14 2 -3-0 E(24-21/.) 63.344 3 -5-6 E(18'-2) 55.688 4 -5-6 E(24-2%) 55.442 5 -5-6 E(18'-2) 54.281 6 -5-6 T(38-11%) 54.008 7 -5-6 EE(971) 53.492 8 -5-6 E(18'-2) 53.282 9 -5-6 E(18-2) 52.404 -5-6 51.907 I_10 11 0-8 49.016 12 4-11% 43.329 13 11-4% P0(9-I1) 30.547 14 11-4% fT(21-1) 28.213 15 11-4% P0(9-11) 25.323 16 11-41/2 P0(9-I1) 24.767 17 11-4% P0(9-I1) 24.679 18 11-4% 24.679 19 10-9% P0(5-0) 24.935 20 10-9% P0(5-0) 24.935 21 10-9% P0(6-0) 24.935 22 12-9% P0(9-lI) 26.904 23 12-91/2 P0(12-31/2) 26.843 24 13-41/2 P0(16-51/2) 26.562 25 1341/2 fE(5-10%) 42.758 26 13-41/2 LtE(0'-O) 37.790 27 13-41/2 LtE(0'-O) 31.212 28 9-51/. P0(7-5) 24.026 29 951/2 P0(5-0) 23.932 30 9-51/2 P0(5-0) 22.895 31 9-5% P0(5-0) 22.405 32 9-51/2 P0(5-0) 22.255 33 9-5% P0(5-0) 22.213 101 1141/2 P0(5-0) 17.540 103 11-4% P0(5-0) 17.924 105 1141/z P0(5-0) 18.994 11-4% P0(5-0) 20.404 12-0 P0(5-0) tO7 12-0 15.250 P0(5-0) 12-0 15.423 P0(5-0) 12-0 16.317 P0(5-0) 17.589 117 11-4% P0(5-0) 19.430 , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.1.1.0 1/16/2018 2:52:33PM Page 5 111INode Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 119 11-4% P0(5-0) 19.919 121 11-4 V2 P0(5-0) 20.672 123 ' 125 11 '-6% P0(5-0) 12.840 11-6% P0(5-0) 13.009 127 1161/z P0(5-0) 13.664 129 12-91/2 P0(5-0) 15.666 131 12-91/2 P0(5-0) 16.117 133 12-91/2 P0(5-0) 16.338 135 12-9% P0(5-0) 17.194 137 1341/2 P0(5-0) 21.444 139 13-41/2 P0(5-0) 21.738 200 10-9% Spr 10.563 Sprinkler 201 10-91/2 Spr 24.935 Sprinkler 202 10-91/2 Spr 24.935 Sprinkler 203 10-91/2 Spr 10.563 Sprinkler 204 10-9% Spr 24.935 Sprinkler 205 10-9'/2 Spr 10.563 Sprinkler 206 10-91/2 Spr 10.563 Sprinkler 300 1401/z Spr 10.563 Sprinkler 302 13-10 Spr 10.563 Sprinkler 304 14-0% Spr 10.563 Sprinkler 305 13-11 Spr 10.563 Sprinkler 307 13-111/2 Spr 10.563 Sprinkler 309 13-111/2 Spr 10.563 Sprinkler 311 10-0 Spr 7.000 Sprinkler 314 13-81/2 Spr 10.563 Sprinkler 316 13-81/2 Spr 10.563 Sprinkler 318 13-81/2 Spr 10.563 Sprinkler 320 13-81/2 Spr 10.563 Sprinkler 322 13-9 Spr 10.563 Sprinkler 324 13-9 Spr 10.563 Sprinkler 326 13-5% Spr 10.563 Sprinkler 328 13-51/2 Spr 10.563 Sprinkler 330 13-51/2 Spr 10.563 Sprinkler 332 13-51/2 Spr 10.563 Sprinkler 334 13-51/2 Spr 10.563 Sprinkler 400 9-0 Spr 18.367 Sprinkler 401 9-0 Spr 18.367 Sprinkler 402 9-0 Spr 18.367 Sprinkler 403 9-0 Spr 18.367 Sprinkler 404 9-0 Spr 18.367 Sprinkler 405 9-0 Spr 18.367 Sprinkler 406 9-0 Spr 18.367 Sprinkler 407 9-0 Spr 18.367 Sprinkler 408 9-0 Spr 18.367 Sprinkler 409 9-0 Spr 18.367 Sprinkler 410 9-0 Spr 18.367 Sprinkler 411 9-5% P0(5-0) 19.803 Sprinkler 412 9-0 Spr 18.367 Sprinkler 413 9-5% P0(5-0) 21.044 Sprinkler , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.1.1.0 1/16/2018 2:52:33PM Page 6 IHydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ....Route l ..... 1 10490 26.00 9.65 120 0.211444 1'- 101/2 Pt 1.457 P22 123 1351,4 11-6% 26.00 8 10.563 12.840 Sprinkler, P0(5-0) 5-0 6101,4 Pe Pv 0.820 BL 1.6820 26.00 3.75 120 0.021213 8-0 Pt 0.170 123 125 11-6% 1161/z 12.840 13.009 8-0 Pe Pv BL 1.6820 52.19 7.54 120 0.076976 8-6 Pf 0.654 125 127 11'-6/ 11-6% 26.19 13.009 13.664 Flow (q) from Route 2 8-6 Pe Pv BL 1.6820 79.07 11.42 120 0.166037 1041/z Pf 2.544 127 129 11-6% 12-91/2 26.88 13.664 15.666 Flow (q) from Route 3 2LtE(2'-51/2) 4-11% 15-4 Pe Pv -0.542 BL 1.6820 108.85 15.72 120 0.299905 22-71/2 Pf 11.238 129 22 12-91/2 12-91/2 29.78 15.666 26.904 Flow (q) from Route 7 2LtE(2'-51/2), P0(9-11) 14-10 3751/2 Pe Pv CM 4.2600 268.26 6.04 120 0.017229 10-3 Pt 0.693 22 14 12-91/2 1141/2 159.41 26.904 28.213 Flow (q) from Route 8 tE(8'-111/2), fT(21'-1) 30-0 40-3 Pe Pv 0.615 CM 4.2600 610.98 13.75 120 0.078991 29-61/2 Pt 2.334 14 13 11-4% 11-41/2 342.72 28.213 30.547 Flow (q) from Route 4 2961/, Pe Pv CM 4.2600 610.98 13.75 120 0.078991 734 Pf 9.991 13 12 11-41/2 4-11% 30.547 43.329 3fE(8'-11%), P0(26-4) 53-2 126-6 Pe Pv 2.790 FR 4.2600 610.98 13.75 120 0.078991 3-9 Pf 3.832 12 11 4-11% 0-8 43.329 49.016 2f(-0.000), CV(28'-111/2), BV(15'-91/2) 44-9 48-6 Pe Pv 1.855 UG 6.3570 610.98 6.18 150 0.007442 12-2 Pt 0.218 11 10 0-8 -5-6 49.016 51.907 LtE(17'-l) 17-1 29-3 Pe Pv 2.673 UG 5.8800 610.98 7.22 150 0.010881 27-6 Pt 0.497 10 I , -5-6 -6-6 . 51.907 52.404 E(18'-2) 18-2 45-8 Pe Pv 5.8800 610.98 7.22 150 0.010881 62-6 Pt 0.878 9 8 -5-6 -5-6 52.404 53.282 E(18'-2) 18-2 80-8 Pe Pv UG 5.8800 610.98 7.22 150 0.010881 10-21/2 Pt 0.210 8 7 -5-6 -5-6 53.282 53.492 EE(9'-l) 9-1 19-31/2 Pe Pv UG 5.8800 610.98 7.22 150 0.010881 4-7 Pt 0.516 7 6 -5'-6 -5'-6 53.492 54.008 PIV(3'-101/2), T(38'-ll%) 42-10 47-51/2 Pc Pv UG 5.8800 610.98 7.22 150 0.010881 6-11% Pt 0.273 6 5 -5-6 -5'-6 54.008 54.281 E(18'-2) 18-2 25-1% Pe Pv UG 6.4000 610.98 6.09 140 0.008182 14-0 Pt 1.161 5 4 . -5-6 -5'-6 . 54.281 55.442 3E(24'-2%), sCV(55'-3%) 127-10% 141-10% Pe Pv UG 5.8800 610.98 7.22 150 0.010881 4-51/2 Pt 0.246 4 3 -5-6 -5-6 55.442 55.688 E(18'-2) 18-2 22-71/2 Pc Pv UG 6.4000 610.98 6.09 140 0.008182 11-6 Pt 8.740 3 2 -5-6 -3-0 55.688 63.344 3E(24'-21/2), BFP(-8.052) 72'-7 84-1 Pc Pv -1.084 UG 5.8800 610.98 7.22 150 0.010881 16-1 Pt 0.274 2 1 -3-0 -3-0 63.344 63.618 EE(9'-l), S 9-1 25-21/2 Pc Pv 250.00 Hose Allowance At Source 1 860.98 - Route 2 ..... SP 1.0490 26.19 9.72 120 0.214230 1-10% Pt 1.476 124 125 13-5% 11-6% 26.19 8 10.714 13.009 Sprinkler, P0(5-0) 5-0 6-10% Pc Pv 0.820 Route 3 ..... I..... 1.0490 26.88 9.98 120 0.224931 1-10% Pt 1.550 126 127 13-51/2 11-6% 26.88 8 11.293 13.664 Sprinkler, P0(5-0) 5-0 6-10% Pc Pv 0.820 =. ..... Route 4 ..... © M.E.P.CAD, Inc. fljAutoSPRINK@ 12 v12.i .1.0 1/16/2018 2:52:35PM Page 7 1111 Hydrau1ic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure stream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ___________ jDownstream 1.0490 28.24 10.48 120 0.246372 3-2 Pt 2.503 8 9 12-8 12-0 28.24 8 12.461 15.250 Sprinkler, E(2'-O), P0(5-0) 7-0 10-2 Pe Pv 0.286 BL 1.6820 28.24 4.08 120 0.024717 7-0 Pt 0.173 109 111 12-0 12-0 15.250 15.423 7-0 Pe Pv BL 1.6820 56.57 8.17 120 0.089354 10-0 Pt 0.894 111 113 12-0 12-0 28.33 15.423 16.317 Flow (q) from Route 5 10-0 Pe Pv BL 1.6820 85.58 12.36 120 0.192218 6-71/2 Pf 1.272 113 115 12-0 12-0 29.02 16.317 17.589 Flow (q) from Route 6 6-71/2 Pe Pv BL 1.6820 115.67 16.70 120 0.335621 8-2% Pt 6.908 115 16 12-0 1141/2 30.09 17.589 24.767 Flow (q) from Route 9 LtE(2'-5%), P0(9-11) 1241/z 20-7 Fe Pv 0.271 CM 3.2600 243.35 9.35 120 0.052942 10-6 Pf 0.556 16 15 1141/2 11-4% 127.68 24.767 25.323 Flow (q) from Route 12 10-6 Pe Pv CM 3.2600 342.72 13.17 120 0.099751 28111/2 Pt 2.890 15 14 114% 11-4% 99.37 25.323 28.213 Flow (q) from Route 15 1 28-11% lPv Pe =. ..... Route 5 ..... SF 1.0490 28.33 10.52 120 0.247750 3-3% Pt 2.547 110 111 12-9% 12-0 28.33 8 12.537 15.423 Sprinkler, E(2'-O), P0(5-0) 7-0 10-3% Pe Pv 0.339 Route ..... SF 1.0490 29.02 10.77 120 0.259038 3'-6 Pt 2.723 112 113 13-0 12-0 29.02 8 13.155 16.317 Sprinkler, E(2'-O), P0(5-0) 7-0 10-6 Pe Pv 0.439 Route ..... SF 1.0490 29.78 11.05 120 0.271723 0-7% Pt 1.534 128 129 13-5% 12-9% 29.78 8 13.853 15.666 Sprinkler, P0(5-0) 5-0 5-7% Pe Pv 0.279 Route ..... 1.0490 30.05 11.16 120 0.276378 0-10% Pt 1.625 130 131 13-8 12-91/2 30.05 8 14.110 16.117 Sprinkler, P0(5-0) 5-0 5-10% Pe Pv 0.381 BL 1.6820 30.05 4.34 120 0.027727 8-0 Pt 0.222 131 133 12-91/2 12-91/2 16.117 16.338 8-0 Pe Pv BL 1.6820 60.31 8.71 120 0.100612 8-6 Pt 0.855 133 135 12-91/2 12-9% 30.26 16.338 17.194 Flow (q) from Route 10 8-6 Pe Pv BL 1.6820 91.38 13.19 120 0.216995 29-71/2 Pt 9.650 135 23 12-91/2 12-91/2 31.07 17.194 26.843 Flow (q) from Route 11 2LtE(2'-51/2), P0(9-11) 14-10 44-5% Pe Pv CM 4.2600 159.41 3.59 120 0.006578 9-3 Pt 0.061 23 22 12-9% 12-9% 68.03 26.843 26.904 Flow (q) from Route 19 9-3 Pe Pv Route ..... SF 1.0490 30.09 11.17 120 0.277029 3-7% Pt 2.948 114 115 13-2 12-0 30.09 8 14.146 17.589 Sprinkler, E(2'-O), P0(5-0) 7-0 10-7% Pe Pv 0.495 =. ..... Route lO ..... SP 1.0490 30.26 11.23 120 0.280007 0-10% Pt 1.646 132 133 13-8 12-91/2 30.26 8 14.310 16.338 Sprinkler, P0(5-0) 5-0 5101/z Pe Pv 0.382 Route 11 ..... SF 1.0490 31.07 11.53 120 0.293897 0-10% Pf 1.730 134 135 13-8 12-9% 31.07 8 15.079 17.194 Sprinkler, P0(5-0) 5-0 5-10% Pe Pv 0.384 Route 12 ..... SF 1.0490 31.09 11.54 120 0.294395 1-4 Pt 1.861 100 101 12-81/2 11-4% 31.09 8 15.107 17.540 Sprinkler, P0(5-0) 5-0 64 Pe Pv 0.572 BL 1.6820 31.09 4.49 120 . 0.029535 13-0 Pt 0.384 101 11-4% 17.540 17.924 13-0 Pe Pv P03 11-4% 1.6820 62.36 9.00 120 0.107016 10-0 Pt 1.070 103 105 1141/2 11-4% 31.27 17.924 18.994 Flow (q) from Route 13 1 10-0 Pe 1 Pv , © M.E.P.CAD, Inc. §jAutoSPRINK@ 12 v12.1 .1.0 1/16/2018 2:52:35PM Page 8 1111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary L 1.6820 94.45 13.64 120 0.230679 6-1% Pt 1.410 5 07 11-4% 1141/2 32.09 18.994 20.404 Flow (q) from Route 14 6-1% Pe Pv BL 1.6820 127.68 18.44 120 0.402884 0-81/2 Pt 4.274 107 17 1141/2 1141/2 33.23 20.404 24.679 Flow (q) from Route 17 P0(9-11) 9-11 10-7% Pe Pv CM 3.2600 127.68 4.91 120 0.016054 5-6 Pt 0.088 17 16 1141/2 1141/2 24.679 24.767 1 5-6 Pe Pv Route 13 ..... SP 1.0490 31.27 11.61 120 0.297401 1-7 Pt 1.960 102 103 12-111/2 114% 31.27 8 15.274 17.924 Sprinkler, P0(5-0) 5-0 6-7 Pe Pv 0.690 Route 14 ..... SP 1.0490 32.09 11.91 120 0.312096 1-9% Pt 2.122 104 105 13-2 11-4% 32.09 8 16.091 18.994 Sprinkler, P0(5-0) 5-0 6-9% Pe Pv 0.781 Route 15 ..... SP 1.0490 32.79 12.17 120 0.324758 1-4 Pt 2.056 116 117 12-81/2 114% 32.79 8 16.798 19.430 Sprinkler, P0(5-0) 5-0 64 Pe Pv 0.576 BL 1.6820 32.79 4.73 120 0.032581 15-0 Pf 0.489 117 119 1141/2 11-41/2 19.430 19.919 15-0 Pe Pv BL 1.6820 65.80 9.50 120 0.118193 6-41/2 Pf 0.752 119 121 11-4% 11-41/2 33.01 19.919 20.672 Flow (q) from Route 16 6-4% Pe Pv BL 1.6820 99.37 14.35 120 0.253402 8-5% Pt 4.652 121 15 114% 1141/2 33.57 20.672 25.323 Flow (q) from Route 18 P0(9-I1) 9-11 184% Pe Pv - Route 16 ..... SP 1.0490 33.01 12.25 120 0.328849 1-7% Pt 2.182 118 119 13-0 11-4% 33.01 8 17.027 19.919 Sprinkler, P0(5-0) 5-0 6-71/2 Pe Pv 0.710 Route 17 ..... 1.0490 33.23 12.33 120 0.332805 1-111/2 Pf 2.312 106 107 134 114h/z 33.23 8 17.249 20.404 Sprinkler, PO(5'O) 5-0 6-11% Pe Pv 0.844 =. ..... Route 18 ..... SP 1.0490 33.57 12.46 120 0.339247 1-9 Pt 2.296 120 121 13-2 11-4% 33.57 8 17.610 20.672 Sprinkler, P0(5-0) 5-0 6'-9 Pe Pv 0.766 fib .. ... Route 19 ..... SP 1.0490 33.90 12.58 120 0.345398 2-6 Pt 3.277 136 137 13-101/2 13-41/2 33.90 8 17.955 21.444 Sprinkler, E(2-0), P0(5-0) 7-0 9-6 Pe Pv 0.211 BL 1.6820 33.90 4.89 120 0.034652 8'-6 Pt 0.295 137 139 13-4% 13-4% 21.444 21.738 8'-6 Pe Pv BL 1.6820 68.03 9.82 120 0.125729 28-5% Pt 4.824 139 24 13-4% 13-41/2 34.14 21.738 26.562 Flow (q) from Route 20 P0(9-11) 9,-11 38-4% Pc Pv CM 4.2600 68.03 1.53 120 0.001361 9-10 Pt 0.026 24 23 13-4% 12-91/2 26.562 26.843 2fEE(4'-6) 9-0 18-10 Pc Pv 0.255 Route 20 ..... SP 1.0490 34.14 12.67 120 0.349880 2'-6 Pt 3.319 138 139 13-10% 13-4% 34.14 8 18.207 21.738 Sprinkler, E(2'-O), P0(5-0) 7-0 9-6 Pe Pv 0.211 Equivalent Pipe Lengths of Valves and Fittings (Cr120 only) I Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 © M.E.P.CAD, Inc. §lAutoSPRINK@ 12 02.1.11.0 1/16/2018 2:52:35PM Page 9 11 IHydrau1ic Analysis 1 Job Number: 10.CA-5377 Report Description: Ordinary Group II (#1) e Type Diameter Flow Velocity HWC Friction Loss Length Pressure ownstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary pstream Total Length ;EB3L Pipe Type Legend Units Legend Fittings Legend XO Arm-Over Diameter Inch ALV Alarm Valve Branch Line Elevation Foot AngV Angle Valve M Cross Main Flow gpm b Bushing ON Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 90° Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. jAutoSPRlNK®12v12.1.1.0 1/16/2018 2:52:35PM Page 10 1111 Hydraulic Overview Job Number: 10.CA-5377 Reoort Descriotion: Liaht Hazard (#2) Job Job Nornber Design Engineer 10.CA-5377 Michael Long Job Nemm EGOLAND CALIFORNIA JD18 Phone 858-444-2008 858-444-2056 I 1 LEGOLAND DRIVE State CnrtffieetionllJoonse bomber C-16_577621 Mdmeo, 2 CARLSBAD, CA 92008 PJIJ CARLSBAD Address 3 Job SbelBoildng LEGOLAND JD18 System Density Wee otsipplieebon 0.100gpm/ft2 634.00ff2 (Actual 634.05ff2) Most Demanding Sprinider Data Hose Syentns 8 K-Factor 26.00 at 10.563 100.00 Coosnegs Per Spnngjor Number OtSpnnldems Celeutoted 130.00ft2 7 system Pressure Demand System Fine, Demand 56.325 216.12 Told Demand 316.12 @ 56.325 Pressure Result +17.582 (23.8%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 3150.00 100.00 74.700 18.900 FP-100.cad Water Supply at Node 1(3150.00, 250.00, 74.700, 18.900) 100- 90- ° 80- tatic Pressure 74.700 I . ::t16.12 ©56325— I . - with hose streams V i:\r'' I I S _ m demand curve 110 0- VlIJLlliliLIi1ii.Lii.tLI.LJJhI.I.LJ.J..I.L.I.J.J.J.J..I..I.JIIIIIIIIIIIIII111 5400 13&00400 3000 3600 4200 4800 6000 Water flow, gpm , © M.E.P.CAD, Inc. Lill AutoSPRINK® 12 02.1.1.0 1/16/2018 2:53:06PM Page 1 1111 Hydrau1ic Summary Job Number: 10.CA-5377 Reoort Descriotion: Liaht Hazard (#2) Job Job Number Design Engineer 10.CA-5377 Michael Long Job Nam: State Cersfisotondjcence Number EGOLAND CALIFORNIA JD1 8 C-16_577621 1 LEGOLAND DRIVE ASS CARLSBAD Add.. 2 Job Site/Building CARLSBAD, CA 92008 LEGOLAND JD18 Address 3 0/BeIng Name FP-1 00.cad System Remote Area(s) Most Demanding Sprinkler Data 000upanoy Job Sutt90 8 K-Factor 26.00 at 10.563 Light Hazard Hale PJlowottoa At Source Density Area otopplloabon 100.00 0.100gpm/ft2 634.00ft2 (Actual 634.05ft2) Additional Hose Supplies Number Of Sprinklers Coloviolod Coverage Per Sprinkler Node Flow(qpm) 130.00ft2 AutoPeek Remits: Pressure For Remote Neo(e)Adjaoorrl To Most Remote Aron Total Hose Streams 100.00 System flow Demand Total Watet Required (Including Hose Allowance) 216.12 316.12 Maximum Pressure Unbalance In Loops 0.000 Mxoinrvm Velocity Above Ground 23.62 between nodes 19 and 207 Am Velocity Under Ground 55 between nodes 9 and 10 VOtArrre capacity 01 Wet Pipes Volume capacity at Dry Pipes 712.51gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin , L' Node Name (qpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 Water Supply 100.00 74.700 18.900 3150.00 73.907 316.12 56.325 17.582 Contractor Contrectar Number Contest Name Contact Tics MICHAEL LONG DESIGNER Name of Contractor COSCO FIRE PROTECTION Phone 858444-2000 Canons/on 1708 ass 990 GREENCRAIG LANE FAX 858444-2056 Address 2 SAN DIEGO, CA 92123 E-nioll MLONG@COSCOFIRE.COM Address 3 Web-Ste http://www.coscoflre.com/ J ©M.E.P.CAD, Inc. AutoSPRlNK®12v12.1.1.0 1/16/2018 2:53:09PM Page 1111 Hydrau1ic Graph Water Supply at Node I 100— 80T tatic Pressure 74.700 70T 60——v 216.12 @ 56.325 316.12 with hose streams ::i S fstem demand curve 30 :: IIIIIIlI iiiiiIIl 111111111 II III ill %o0 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 74.700 Residual: Pressure Test Conducted By Test Witnessed By 18.900 @3150.00 Jennifer R. Mael N/A Available Pressure at Time of Test Date of Test lime 01 Toot 73.907@316.12 11/20/2017 3:58pm Syctem Demand Hydrant Numbers Location 6.325 @216.12 N/A Internal Legoland System macmono llnavdlng Hose --at Souma) Hydrant Elevation 6.325 @316.12 118FT , © M.E.P.CAD, Inc. AutoSPRINK® 12 02.1.1.0 1/16/2018 2:53:10PM Page 3 Job Number: 10.CA-5377 Renort Descrintion: Liaht Hazard (#21 1111 Summary Of Outfiowing Devices Job Number: 10.CA-5377 Report Description: Light Hazard (#2) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) c Sprinkler 200 26.00 26.00 8 10.563 Sprinkler 201 28.72 26.00 8 12.889 Sprinkler 202 35.22 26.00 8 19.381 Sprinkler 203 30.18 26.00 8 14.232 Sprinkler 204 32.39 26.00 8 16.391 Sprinkler 205 31.17 26.00 8 15.181 Sprinkler 206 32.45 26.00 8 16.449 c> Most Demanding Sprinkler Data I, , © M.E.P.CAD, Inc. jjAutoSPRINK@ 12 v12.1 .1.0 1/16/2018 2:53:12PM Page 4 111INode Analysis Job Number: 10.CA-5377 Report Description: Light Hazard (#2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 56.325 216.12 200 1091/2 Spr(-10.563) 10.563 26.00 201 ' 202 10-91/2 Spr(-12.889) 12.889 28.72 10-9% Spr(-19.381) 19.381 35.22 203 10-9% Spr(-14.232) 14.232 30.18 204 10-91/2 Spr(-16.391) 16.391 32.39 205 10-91/2 Spr(-15.181) 15.181 31.17 206 10-91/2 Spr(-16.449) 16.449 32.45 2 -3-0 E(24-21/2) 56.285 3 -5-6 E(18-2) 45.044 4 -5'-6 E(24-21/2) 45.008 5 -5'-6 E(18-2) 44.839 6 -5-6 1(38-11%) 44.799 7 -5-6 EE(9'-l) 44.723 8 -5-6 E(18-2) 44.692 9 -5-6 E(18-2) 44.564 10 -5-6 44.491 11 0-8 41.786 12 4-11% 39.371 13 11-4% P0(9-11) 35.119 14 1141/2 fT(21'-l) 34.778 15 1141/2 P0(9-11) 33.547 16 11-4% P0(9-11) 33.100 17 1141/. P0(9-11) 32.866 18 11-4% 32.846 19 10-91/2 P0(5-0) 27.685 20 10-9% P0(5-0) 25.435 21 10-9% P0(6-0) 24.588 22 12-9% P0(9-11) 43.833 23 12-91/2 P0(12-3%) 43.644 24 1341/2 P0(16-5%) 43.004 25 13-4% fE(5-101/2) 42.758 26 1341/2 LtE(0'-O) 37.790 27 134% LtE(0-0) 31.212 28 9-51/2 P0(7-5) 24.026 29 9-5% P0(5-0) 23.932 30 9-5% P0(5-0) 22.895 31 9-51/2 P0(5-C) 22.405 32 9-5% P0(5-0) 22.255 33 9-5% P0(5-0) 22.213 100 12-81/2 Spr 10.563 Sprinkler 102 12-11% Spr 10.563 Sprinkler 104 13-2 Spr 10.563 Sprinkler 106 134 Spr 10.563 Sprinkler 108 12-8 Spr 10.563 Sprinkler 110 12-91/2 Spr 10.563 Sprinkler 112 13-0 Spr 10.563 Sprinkler 114 13-2 Spr 10.563 Sprinkler 116 12-81/2 Spr 10.563 Sprinkler 118 13-0 Spr 10.563 Sprinkler 120 13-2 Spr 10.563 Sprinkler 122 13-51/2 Spr 10.563 Sprinkler 124 13-51/2 Spr 10.563 Sprinkler 126 13-5% Spr 10.563 Sprinkler 128 13-51/2 Spr 10.563 Sprinkler 130 13-8 Spr 10.563 Sprinkler 132 ' 13-8 Spr 10.563 Sprinkler 134 13-8 Spr 10.563 Sprinkler 136 13-10% Spr 10.563 Sprinkler 138 13-10% Spr Sprinkler E 10.563 207 10-91/2 1(5-0) 18.360 Sprinkler 300 14-0% Spr 10.563 Sprinkler I ® M.E.P.CAD, Inc. AutoSPRINK® 12 02.1.1.0 1/16/2018 2:53:13PM Page 5 1111 Node Analysis Job Number: 10.CA-5377 Reoort Descriotion: Liaht Hazard (#2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 302 13-10 Spr 10.563 Sprinkler 304 14.01/2 Spr 10.563 Sprinkler 305 ' 307 13-11 Spr 10.563 Sprinkler 13-111/2 Spr 10.563 Sprinkler 309 13-11% Spr 10.563 Sprinkler 311 10-0 Spr 7.000 Sprinkler 314 1381/z Spr 10.563 Sprinkler 316 13-81/2 Spr 10.563 Sprinkler 318 13-81/2 Spr 10.563 Sprinkler 320 13-81/2 Spr 10.563 Sprinkler 322 13-9 Spr 10.563 Sprinkler 324 13-9 Spr 10.563 Sprinkler 326 13-5% Spr 10.563 Sprinkler 328 13-5% Spr 10.563 Sprinkler 330 13-51/2 Spr 10.563 Sprinkler 332 13-51/2 Spr 10.563 Sprinkler 334 13-51/2 Spr 10.563 Sprinkler 400 9-0 Spr 18.367 Sprinkler 401 9-0 Spr 18.367 Sprinkler 402 9-0 Spr 18.367 Sprinkler 403 9-0 Spr 18.367 Sprinkler 404 9-0 Spr 18.367 Sprinkler 405 9-0 Spr 18.367 Sprinkler 406 9-0 Spr 18.367 Sprinkler 407 9-0 Spr 18.367 Sprinkler 408 9-0 Spr 18.367 Sprinkler 409 9-0 Spr 18.367 Sprinkler 410 9-0 Spr 18.367 Sprinkler 411 9-5% P0(5-0) 19.803 Sprinkler 412 ' 9-0 Spr 18.367 Sprinkler 413 9-5% P0(5-0) 21.044 Sprinkler @ M.E.P.CAD, Inc. §1 AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:53:13PM Page 6 IHydraulic Analysis Job Number: 10.CA-5377 Report Description: Light Hazard (#2) e Type Diameter Flow Velocity HWC Friction Loss Length Pressure ownstream pstream rU Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ....Route l ..... 1.0490 26.00 9.65 120 0.211444 9-0 Pf 2.326 00 201 10-9% 10-9% 26.00 8 10.563 12.889 Sprinkler, E(2'-O) 2-0 11-0 Pe Pv BL 1.0490 54.72 20.31 120 0.837662 7-9 Pt 6.492 201 202 10-9% 10-9% 28.72 8 12.889 19.381 Sprinkler 7-9 Pe Pv BL 1.3800 89.94 19.29 120 0.552406 3-5 Pt 5.207 202 21 10-9','. 10-9% 35.22 8 19.381 24.588 Sprinkler, P0(6-0) 6-0 9-5 Pe Pv CM 2.1570 89.94 7.90 120 0.062751 13-6 Pt 0.847 21 20 10-9% 10-9% 24.588 25.435 13-6 Pe Pv CM 2.1570 152.51 13.39 120 0.166687 13-6 Pt 2.250 20 19 10-9% 10-9% 62.57 25.435 27.685 Flow (q) from Route 2 13-6 Pe Pv CM 2.1570 216.12 18.98 120 0.317691 8-4 Pt 5.416 19 18 10-9% 1141/2 63.62 27.685 32.846 Flow (q) from Route 3 fE(4-31/.), 2fEE(2'-21/2) 8-8% 17-0% Pc Pv -0.256 CM 3.2600 216.12 8.31 120 0.042509 0-6 Pt 0.021 18 17 1141/2 11-4% 32.846 32.866 0-6 Pc Pv CM 3.2600 216.12 8.31 120 0.042509 5-6 Pt 0.234 17 16 11-4% 114% 32.866 33.100 5-6 Pc Pv CM 3.2600 216.12 8.31 120 0.042509 10-6 Pt 0.446 16 15 11-4% 11-4% 33.100 33.547 10-6 Pc Pv CM 3.2600 216.12 8.31 120 0.042509 28-111/2 Pt 1.231 15 14 11-4% 11-41/2 33.547 34.778 28-11% Pc Pv CM 4.2600 216.12 4.86 120 0.011551 29-61/2 Pt 0.341 14 1 3 11-4% 11-4% 34.778 35.119 29'-6/2 Pc Pv 4.2600 216.12 4.86 120 0.011551 73 -4 Pt 1.461 ' 3 12 11-4% 4-11% 35.119 39.371 3fE(8-11%), P0(26-4)126'-6 53-2 Pc Pv 2.790 FR 4.2600 216.12 4.86 120 0.011551 3-9 Pt 0.560 12 11 4-11% 0-8 39.371 41.786 2f(-0.000), CV(28'-111/2), BV(15-91/2) 44-9 48-6 Pc Pv 1.855 UG 6.3570 216.12 2.18 150 0.001088 12-2 Pt 0.032 11 10 0-8 -5-6 41.786 44.491 LtE(17-1) 17-1 29-3 Pc Pv 2.673 UG 5.8800 216.12 2.55 150 0.001591 27-6 Pt 0.073 10 9 -5-6 -5-6 44.491 44.564 E(18-2) 18-2 45-8 Pc Pv UG 5.8800 216.12 2.55 150 0.001591 62-6 Pt 0.128 9 8 -5-6 -5-6 44.564 44.692 E(18'-2) 18-2 80-8 Pc Pv UG 5.8800 216.12 2.55 150 0.001591 10-2% Pt 0.031 8 7 -5-6 -5-6 44.692 44.723 EE(9-I) 9-1 . 19-31/2 Pc Pv UG 5.8800 216.12 2.55 150 0.001 591 4-7 Pt 0.076 7 6 -5-6 -5-6 44.723 44.799 PIV(3-101/2), T(38'-11%) 42-10 47-5% Pc p., UG 5.8800 216.12 2.55 150 0.001591 6-11% Pt 0.040 6 5 -5-6 -5-6 44.799 44.839 E(18'-2) 18-2 25-1% Pc Pv UG 6.4000 216.12 2.16 140 0.001196 14-0 Pt 0.170 5 4 -5-6 -5-6 44.839 45.008 3E(24-2%), sCV(55-3%) 127-10% 141-10% Pc Pv UG 5.8800 216.12 2.55 150 0.001591 4-51/2 Pt 0.036 4 3 -6-6 -5-6 45.008 45.044 E(18'-2) 18-2 22-71/2 Pc Pv UG 6.4000 216.12 2.16 140 0.001196 11-6 Pt 12.324 3 -5-6 -3-0 45.044 56.285 3E(24-21/2), BFP(-12.224) 72-7 84-1 Pc Pv -1.084 5.8800 216.12 2.55 150 0.001591 16-1 Pt 0.040 2 1 -3-0 4-0 56.285 56.325 EE(9-1), S 9-1 25-21/2 Pc Pv © M.E.P.CAD, Inc. UlAutoSPRINKS 12 02.1.1.0 1/16/2018 2:53:15PM Page 7 IAN HydraulicAnalysis A Report Job Number: 10.CA-5377 Description: Light Hazard (#2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 100.00 Hose Allowance At Source 316.12 go .Route2 ..... BL 1.0490 30.18 11.20 120 0.278588 7-9 Pf 2.159 203 10-9% 204 10-9% 30.18 8 14.232 16.391 Sprinkler 7-9 Pe Pv BL 1.0490 62.57 23.23 120 1.073345 3-5 Pf 9.044 204 10-9% 20 10-9% 32.39 8 16.391 25.435 Sprinkler, P0(5-0) 5-0 8-5 Pe Pv =. ..... Route 3 ..... BL 1.0490 31.17 11.57 120 0.295721 8-9 Pf 3.179 205 10-9% 207 10-9% 31.17 8 15.181 18.360 Sprinkler, E(2'-O) 2-0 10-9 Pc Pv BL 1.0490 63.62 23.62 120 1.106786 3-5 Pf 9.325 207 10-9% 19 10-9% 32.45 18.360 27.685 Flow (q) from Route 4 P0(5-0) 5-0 8-5 Pe Pv QD .Route4 ..... BL 1.0490 32.45 12.04 120 0.318500 1-0 Pf 1.911 206 10-9% 207 10-9% 32.45 8 16.449 18.360 Sprinkler, T(5-0) 5-0 6-0 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 I © M.E.P.CAD, Inc. §jAutoSPRINK@ 12 02.1.1.0 1/16/2018 2:53:15PM Page 8 11 IHydrau1ic Analysis Job Number: 10.CA-5377 M Report Description: Light Hazard (#2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend 0 Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11140 Elbow Ee2 221/V Elbow I Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle I P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S I Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run Ii Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. JAutoSPRlNK® 12 v12.l .1.0 1/16/2018 2:53:1 5PM Page 9 ~jjjjHydraulic Overview Job Number: 10.CA-5377 Reoort Descriotion: Ordinary Grouo II (#3 Job Job Number Design Engineer 10.CA-5377 Michael Long Job Name: CALIFORNIA JD1 8 'EGOLAND Phone 858-444-2008 858-444-2056 Os, I - 1 LEGOLAND DRIVE State CeAficah nso ordUco Number C-16_577621 Add,esn 2 CARLSBAD, CA 92008 AHJ CARLSBAD Add.. 3 Job Site/Building LEGOLAND JDI8 System Density Area of Application 0.200gpm1ft2 1602.00ft2 (Actual 1602.30ft2) Most Demanding Sprtnlder Data Hose Sitcoms 5.6 K-Factor 26.00 at 21.556 250.00 Coveregn For Sprtnktor Number Of Sptintdetn Colcaletod 130.00ft2 18 System PrOsSur, Demand System Flow Demand 69.080 580.41 Total Demand 830.41 @ 69.080 Pressure Result +0.884 (1.3%) Supplies Check Point Gauges Node Name Flow(ppm) Nose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(ppm) 1 Water Supply 3150.00 p 250.00 74.700 18.900 FP-100.cad Water Supply at Node 1 (3150.00, 250.00, 74.700, 18.900) 100- 90- tatic Pressure 74.700 .. ° 70- 80.4 I I 1 t 69.080 a 830.41 with hose streams : CL :: 40- System demand curve 30- 2 0 00 :' IIII 1h1 . 0 .. ILI 11111111 111111111 111111111 5400 33080400 3000 3600 4200 4800 6000 Water flow, gpm ,©M.E.P.CAD, Inc. PilAutoSPRlNK®12v12.1.1.0 1/16/2018 2:53:50PM Page 1 1111 HydrauIic Summary Job Number: 10.CA-5377 Reoort Descriotion: Ordinary Grouø II (#3) Job ,.;Number Design Engineer 10.CA-5377 Michael Long 7 Name: EGOLAND CALIFORNIA JD1 8 State Cemtfioationttjcanse Number C-16_577621 sot 1 LEGOLAND DRIVE MIJ CARLSBAD Address 2 Job Site/Building CARLSBAD, CA 92008 LEGOLAND JD18 Address 3 Drawing Name FP-1 00.cad System Remote Area(s) Most Demanding Sprinkler Data Ooeuponoy, Job Suite 5.6 K-Factor 26.00 at 21.556 Ordinary Group II Hone pittowencesit Source Density Area of Application 250.00 0.200gpm/ft2 1602.00ft2 (Actual 1602.30ft2) Additional Hose Supplies Number 01 Sprinklers Catceteted Coverage Pan Sprinkler Node Flow(gpm) 18 130.00ft2 AutoPeak Results; Pressure For Remote Areo(s)Adjaoont TO Most Remote Area Left: 69.080 Right: 69.080 Total Hose Dtrewms 250.00 System Flow Demand Total Water Required (Including Hose NW-) 580.41 830.41 Maximum Pressure Unbalance In Loops 0.000 Maoimum Velocity Ab000 Ground 23.13 between nodes 13 and 335 um Velocity Under Ground .86 between nodes 9 and 10 Voktme capacity of Wet Pipes Volume cepechy of Dry Pipes 712.51gal Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Lo Node Name (qpm) (psi) (psi) (gpm) (psi) (qpm) (psi) (psi) 1 Water Supply 250.00 74.700 18.900 3150.00 69.964 830.41 69.080 0.884 Contractor Controener Number Contact Name MICHAEL LONG Contact fl/to DESIGNER Name of Contractor: COSCO FIRE PROTECTION Phone 858-444-2000 Extension 1708 son 4990 GREENCRAIG LANE FAX 858444-2056 Address 2 SAN DIEGO, CA 92123 E-mail MLONG@COSCOFIRE.COM Address 3 Web-Site http://www.coscofire.com/ , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:53:52PM Page 2 1111 Hydrau1ic Graph Job Number: 10.CA-5377 Rnnrt flpscrintinn Orclinyiry (r011n II (431 Water Supply at Node I 100-: 80— -Static Pressure 74.700 70--580. 0- 830.41 with hose streams 60 50 40— System demand curve 30 :z 1\50.010 @ 11111111 111111111 IIIIIIII 1111111 11111111 liii I I I I I I I I I I I I %o0 1200 1800 2400 3000 3600 4200 4800 oo 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 74.700 Residual: Pressure Test Conducted By Test Withessed By 18.900 @ 3150.00 Jennifer R. Mael N/A Available Pressure at rime of Test Date of Test limo at Tool 69.964 830.41 11/20/2017 3:58pm System Benrard Hydrant Numbers Location 69.080 @ 580.41 N/A Internal Legoland System am Denneed (IrdudirS Hoe. ydecarca ci Source) Hydrant Elevation 9.080 © 830.41 118FT , © M.E.P.CAD, Inc. 11 AutoSPRINK® 12 02.1.1.0 1/16/2018 2:53:54PM Page 3 1111 Summary Of Outfiowing Devices Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) Device Actual Flow (ppm) Minimum Flow (ppm) K-Factor (K) Pressure (psi) Sprinkler 300 32.23 26.00 8 16.227 Sprinkler 302 30.80 26.00 8 14.825 Sprinkler 304 31.58 26.00 8 15.585 Sprinkler 305 33.85 26.00 8 17.902 Sprinkler 307 33.50 26.00 8 17.539 Sprinkler 309 34.70 26.00 8 18.813 C> Sprinkler 311 26.00 26.00 5.6 21.556 Sprinkler 314 31.75 26.00 8 15.755 Sprinkler 316 31.82 26.00 8 15.818 Sprinkler 318 32.05 26.00 8 16.046 Sprinkler 320 32.32 26.00 8 16.319 Sprinkler 322 3421 26.00 8 18.288 Sprinkler 324 35.40 26.00 8 19.579 Sprinkler 326 30.28 26.00 8 14.329 Sprinkler 328 1 30.49 26.00 8 14.529 Sprinkler 330 31.24 26.00 8 15.253 Sprinkler 332 32.80 26.00 8 16.814 Sprinkler 334 35.38 26.00 8 19.560 c Most Demanding Sprinkler Data p I, , © M.E.P.CAD, Inc. §1 AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:53:56PM Page 4 1111 Node Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) -3-0 S 69.080 N7de 1401/2 580.41 Spr(-16.227) 16.227 13-10 32.23 Spr(-14.825) 14.825 30.80 304 14-0% Spr(-15.585) 15.585 31.58 305 13-11 Spr(-17.902) 17.902 33.85 307 13-111/2 Spr(-17.539) 17.539 33.50 309 13-111/2 Spr(-18.813) 18.813 34.70 311 10-0 Spr(-21.556) 21.556 26.00 314 13-81/2 Spr(-15.755) 15.755 31.75 316 13-81/2 Spr(-15.818) 15.818 31.82 318 13-81/2 Spr(-16.046) 16.046 32.05 320 13-81/2 Spr(-16.319) 16.319 32.32 322 13-9 Spr(-18.288) 18.288 34.21 324 13-9 Spr(-19.579) 19.579 35.40 326 13-51/2 Spr(-14.329) 14.329 30.28 328 13-51/2 Spr(-14.529) 14.529 30.49 330 13-51/2 Spr(-15.253) 15.253 31.24 332 13-51/2 Spr(-16.814) 16.814 32.80 334 13-51/2 Spr(-19.560) 19.560 35.38 2 4-0 E(24-21/2) 68.831 3 -5-6 E(18-2) 61.289 4 -5-6 E(24-21/2) 61.065 5 -5-6 E(18-2) 60.009 6 -5-6 T(38-11%) 59.761 7 -5-6 EE(9-1) 59.291 8 -5-6 E(18'-2) 59.100 9 -5-6 E(18-2) 58.302 10 -5'-6 57.850 11 0-8 54.979 12 4-11% 114% 49.638 13 P0(9-11) 37.762 14 114% fT(21'-l) 36.594 15 11-4% P0(9-11) 36.594 16 11-4% P0(9-11) 36.594 17 11-4% P0(9-11) 36.594 18 11-4% 36.594 19 10-91/2 P0(5-0) 36.850 20 10-91/2 P0(5-0) 36.850 21 10-91/2 P0(6-0) 36.850 22 12-91/2 P0(9-11) 34.388 23 12-9% P0(12-3%) 34.023 24 134% P0(16-5%) 33.537 25 13-4% fE(5-101/2) 42.758 26 13-41/2 LtE(0'-O) 37.790 27 13-4% LtE(0'-O) 31.212 28 9-51/2 P0(7-5) 24.026 29 9-51/2 P0(5-0) 23.932 30 9-51/2 P0(5-0) 22.895 31 9-5% P0(5-0) 22.405 32 9-51/2 P0(5-0) 22.255 33 9-51/2 P0(5-0) 22.213 100 12-8% Spr 10.563 Sprinkler 102 12-111/2 Spr 10.563 Sprinkler 104 13-2 Spr 10.563 Sprinkler 106 13-4 Spr 10.563 Sprinkler 108 12-8 Spr 10.563 Sprinkler 110 ' 12-9% Spr 10.563 Sprinkler 112 13-0 Spr 10.563 Sprinkler 114 13-2 Spr 10.563 Sprinkler 116 12-81/2 Spr 10.563 Sprinkler 118 13-0 Spr 10.563 Sprinkler 120 13-2 Spr 10.563 Sprinkler , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:53:57PM Pages 111INode Analysis Job Number: 10.CA-5377 Reoort Descriotion: Ordinary Grow II (#3) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 122 13-5% Spr 10.563 Sprinkler 124 13-5% Spr 10.563 Sprinkler Spr 10.563 Sprinkler 128 P_126 1351/z 13-5% Spr 10.563 Sprinkler 130 13-8 Spr 10.563 Sprinkler 132 13-8 Spr 10.563 Sprinkler 134 13-8 Spr 10.563 Sprinkler 136 13-1Y2 Spr 10.563 Sprinkler 138 13-10% Spr 10.563 Sprinkler 200 10-9% Spr 10.563 Sprinkler 201 10-9% Spr 36.850 Sprinkler 202 10-9% Spr 36.850 Sprinkler 203 10-9% Spr 10.563 Sprinkler 204 10-9% Spr 36.850 Sprinkler 205 10-9% Spr 10.563 Sprinkler 206 10-9% Spr 10.563 Sprinkler 301 13'-4'/z P0(5-0) 19.545 Sprinkler 303 13-41/2 P0(5-0) 19.604 Sprinkler 306 13-4% P0(5-0) 20.037 Sprinkler 308 13-4% P0(5-0) 21.008 Sprinkler 310 13-4% P0(5-0) 22.498 Sprinkler 312 13-41/2 P0(5-0) 25.018 Sprinkler 313 13-4% 28.411 Sprinkler 315 12-91/2 P0(5-0) 18.866 Sprinkler 317 12-9% P0(5-0) 18.939 Sprinkler 319 12-9% P0(5-0) 19.203 Sprinkler 321 12-9% P0(5-0) 19.836 Sprinkler 323 12-91/2 P0(5-0) 21.806 Sprinkler 325 12-91/. P0(5-0) 23.300 Sprinkler 327 11-4% P0(5-0) 17.209 Sprinkler 329 P 11-4% P0(5-0) 17.434 Sprinkler 331 11-4% P0(5-0) 18.250 Sprinkler 333 1141/2 P0(5-0) 20.009 Sprinkler 335 1141/2 P0(5-0) 23.100 Sprinkler 400 9-0 Spr 18.367 Sprinkler 401 9-0 Spr 18.367 Sprinkler 402 9-0 Spr 18.367 Sprinkler 403 9-0 Spr 18.367 Sprinkler 404 9-0 Spr 18.367 Sprinkler 405 9-0 Spr 18.367 Sprinkler 406 9-0 Spr 18.367 Sprinkler 407 9-0 Spr 18.367 Sprinkler 408 9-0 Spr 18.367 Sprinkler 409 9-0 Spr 18.367 Sprinkler 410 9-0 Spr 18.367 Sprinkler 411 9-5% P0(5-0) 19.803 Sprinkler 1 412 9-0 Spr 18.367 Sprinkler 413 9-51/2 P0(5-0) 21.044 Sprinkler , © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:53:57PM Page 6 111 1 HydrauIic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) e Type Diameter Flow Velocity HWC Friction Loss Length Pressure ownstream pstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ;11 ..... 1.0490 26.00 9.65 120 0.211435 731,4 pf 4.922 312 10-0 13.41/2 26.00 5.6 21.556 25.018 Sprinkler, 3E(2'-O), T(5'-O), P0(5-C) 16-0 23-31/2 Pe Pv -1.461 BL 2.1570 222.66 19.55 120 0.335700 1011/2 Pt 3.394 312 313 134h/2 1341/z 196.66 25.018 28.411 Flow (q) from Route 10-1% Pe Pv BL 2.6350 222.66 13.10 120 0.126649 24-0 Pt 5.126 313 24 1341/. 1341/2 28.411 33.537 PO(16'-51/2) 16.51/2 40-5% Pe Pv CM 4.2600 222.66 5.01 120 0.012206 9-10 Pt 0.230 24 23 13'-4'/. 12'-91/2 33.537 34.023 2fEE(4'-6) 9-0 18-10 Pe Pv 0.255 CM 4.2600 420.21 9.46 120 0.039521 9-3 Pt 0.366 23 22 12-91/2 12-91/2 197.54 34.023 34.388 Flow (q) from Route 7 9-3 Pe Pv CM 4.2600 420.21 9.46 120 0.039521 10-3 Pt 1.591 22 14 12-91/2 11-4% 34.388 36.594 fE(8-11%), fT(21'-l) 30-0 40-3 Pe Pv 0.615 CM 4.2600 420.21 9.46 120 0.039521 29-61/2 Pt 1.168 14 13 11-4% 11-4% 36.594 37.762 29-61/2 Pe Pv CM 4.2600 580.41 13.06 120 0.071836 73-4 Pt 9.086 13 12 11-4% 4'- 111/2 160.21 37.762 49.638 Flow (q) from Route 2 3fE(8'll%), P0(26.4) 53-2 126-6 Pe Pv 2.790 FR 4.2600 580.41 13.06 120 0.071836 3-9 Pt 3.485 12 11 4-11% 0-8 49.638 54.979 2f(-0.000), CV(28'-111/2), BV(15'-9%) 44-9 48-6 Pe Pv 1.855 UG 6.3570 580.41 5.87 150 0.006768 12-2 Pt 0.198 11 10 0-8 -6-6 54.979 57.850 LtE(17'-l) 17-1 29-3 Pe Pv 2.673 UG 5.8800 580.41 6.86 150 0.009895 27-6 Pt 0.452 10 -5-6 -5-6 57.850 58.302 E(18'-2) 18-2 45-8 Pe Pv 5.8800 580.41 6.86 150 0.009895 62-6 Pt 0.798 9 8 -5-6 -5'-6 58.302 59.100 E(18-2) 18-2 80-8 Pc Pv UG 5.8800 580.41 6.86 150 0.009895 1021/z Pt 0.191 8 7 -5-6 -5-6 59.100 59.291 EE(9-1) 9-1 19-3% Pe Pv UG 5.8800 580.41 6.86 150 0.009895 4-7 Pt 0.470 7 6 -5-6 -5-6 59.291 59.761 PlV(3-10%), T(38-11%) 42-10 47-51/2 Pe Pv UG 5.8800 580.41 6.86 150 0.009895 6-11% Pt 0.249 6 5 -5-6 -5-6 59.761 60.009 E(18'-2) 18-2 25-1% Pe Pv UG 6.4000 580.41 5.79 140 0.007441 14-0 Pt 1.056 5 4 -5-6 -5-6 60.009 61.065 3E(24-2%), sCV(55'-3%) 127-101/2 141-101/2 Pe Pv UG 5.8800 580.41 6.86 150 0.009895 4-51/2 Pt 0.224 4 3 -5-6 -5-6 61.065 61.289 E(18'-2) 18-2 22-7% Pe Pv UG 6.4000 580.41 5.79 140 0.007441 11-6 Pt 8.626 3 2 -5-6 -3-0 61.289 68.831 3E(24'-2%), BFP(-8.000) 72-7 84-1 Pe Pv -1.084 UG 5.8800 580.41 6.86 150 0.009895 16-1 Pt 0.249 2 1 4-0 4-0 68.831 69.080 EE(9'-l), S 9-1 25-2% Pe Pv 250.00 Hose Allowance At Source 1 830.41 =. ..... Route 2 ..... SP 1.0490 30.28 11.24 120 0.280354 2-1 Pt 1.982 326 327 13-5% 11-4% 30.28 8 14.329 17.209 Sprinkler, P0(5-0) 5-0 7-1 Pe Pv 0.897 L 1.6820 30.28 4.37 120 0.028126 8-0 Pt 0.225 27 29 11-4% 11-4% 17.209 17.434 1 8-0 Pe lPv BL 1.6820 60.78 8.78 120 0.102046 8-0 Pf 0.816 329 331 1141/2 114% 30.49 17.434 18.250 Flow (q) from Route 3 8-0 Pe Pv f, © M.E.P.CAD, Inc. j jjAutoSPRINK@ 12 v12.1 .1.0 1/16/2018 2:53:59PM Page 7 1111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary ___________ BL 1.6820 92.02 13.29 120 0.219822 8-0 Pt 1.759 3 I i1141/z 11-4% 31.24 18.250 20.009 Flow (q) from Route 5 8-0 Pe Pv BL 1.6820 124.82 18.02 120 0.386398 8-0 Pt 3.091 333 335 11-4% 11-4% 32.80 20.009 23.100 Flow (q) from Route 12 8-0 Pe Pv BL 1.6820 160.21 23.13 120 0.613104 11-6% Pt 14.662 335 13 11-4% 11-4% 35.38 23.100 37.762 Flow (q) from Route 17 LtE(2'-5%), P0(9-11) 12-4% 23-11 Pe Pv =. ..... Route 3 ..... SP 1.0490 30.49 11.32 120 0.283962 2-1 Pt 2.007 328 329 13-5% 1141/2 30.49 8 14.529 17.434 Sprinkler, P0(5-a) 5-0 7-1 Pc Pv 0.897 =...... Route 4 ..... SP 1.0490 30.80 11.43 120 0.289311 8-10 Pt 4.583 302 303 13-10 13-41/2 30.80 8 14.825 19.604 Sprinkler, E(2-0), P0(5-0) 7-0 15-10 Pc Pv 0.197 BL 2.1570 94.61 8.31 120 0.068913 4-1 Pt 0.432 303 306 13-4% 13-4% 31.58 + 32.23 19.604 20.037 Flow (q) from Route 6 and 10 fEE(2'-21/2) 2-21/2 6'-3% Re Pv BL 2.1570 128.46 11.28 120 0.121346 8-0 Pt 0.971 306 308 13-41/2 13-41/2 33.85 20.037 21.008 Flow (q) from Route 14 8-0 Pc Pv BL 2.1570 161.96 14.22 120 0.186305 8-0 Pf 1.490 308 310 13-41/2 13-41/2 33.50 21.008 22.498 Flow (q) from Route 13 8-0 Pc I Pv BL 2.1570 196.66 17.27 120 0.266802 . 9-51/2 Pt 2.519 310 312 13-41/2 13-41/2 34.70 22.498 25.018 Flow (q) from Route 16 9-5% Pc Pv =. ..... Route 5 ..... SP 1.0490 31.24 11.60 120 0.297027 . 2-1 Pt 2.100 330 331 13-51/2 11-4% 31.24 8 15.253 18.250 Sprinkler, P0(5-0) 5-0 7-1 Pc ~Pv 0.897 Route ..... 1.0490 31.58 11.72 120 0.303011 5-4 Pt 3.739 04 303 03 1F2S 14-0% 13-4% 13'-41/2 31.58 8 15.585 19.604 Sprinkler, E(2'-O), P0(5-0) 7-0 12-4 Pc Pv 0.280 1.0490 31.75 11.79 120 0.306051 1-10% Pt 2.711 314 315 13-8% 12-91/2 31.75 8 15.755 18.866 Sprinkler, E(2-0), P0(5-0) 7-0 8-10% Pc Pv 0.401 BL 2.1570 31.75 2.79 120 0.009144 8-0 Pt 0.073 315 317 12-91/2 12-91/2 18.866 18.939 8-0 Pc Pv BL 2.1570 63.57 5.58 120 0.033024 8-0 Pt 0.264 317 319 12-91/2 12-91/2 31.82 18.939 19.203 Flow (q)from Route 8 8-0 Pc Pv BL 2.1570 95.62 8.40 120 0.070273 9,-0 Pt 0.632 319 321 12-9% 12-91/2 32.05 19.203 19.836 Flow (q) from Route 9 9-0 Pc Pv BL 2.1570 127.93 11.23 120 0.120427 7-9 Pt 1.971 321 323 12-91/2 12-91/2 32.32 19.836 21.806 Flow (q) from Route 11 2tE(4'-3%) 8-7% 16-41/2 Pc Pv BL 2.1570 162.14 14.24 120 0.186690 8-0 Pf 1.494 323 325 12-9% 12-91/2 34.21 21.806 23.300 Flow (q) from Route 15 8-0 Pc Pv BL 2.1570 197.54 17.34 120 0.269014 27-61/2 Pt 10.723 325 23 12-91/2 12-91/2 35.40 23.300 34.023 Flow (q) from Route 18 P0(12-3%) 12-31/2 1 39-101/2 Pc 1 Pv Route ..... SP 1.0490 31.82 11.81 120 0.307184 1-101/2 Pt 2.721 316 317 13-8% 12-9% 31.82 8 15.818 18.939 Sprinkler, E(2'-O), P0(5-0) 7-0 8-10% Pc Pv 0.401 Route ..... SP 1.0490 32.05 11.90 120 0.311277 1-10% Pt 2.757 318 319 13-81/2 12-91/2 32.05 8 16.046 19.203 Sprinkler, E(2-0), P0(5-0) 7-0 8-101/2 Pc Pv 0.401 Route 10 ..... 1.0490 32.23 11.96 120 0.314537 2'-8 Pt 3.040 300 301 14-0% 13-41/2 32.23 8 16.227 19.545 Sprinkler, E(2'-O), P0(5-C) 7-0 9-8 Pc Pv 0.278 , © M.E.P.CAD, Inc. Ill AutoSPRINK® 12 02.1.1.0 1/16/2018 2:53:59PM Page 8 111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) e Type Diameter Flow Velocity HWC Friction Loss Length Pressure ownstream pstream ;03 Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 2.1570 32.23 2.83 120 0.009397 6.41/2 Pf 0.060 1 13-4% 13.4% 19.545 19.604 6-41/2 Pe Pv =. ..... Route 11 ..... SP 1.0490 32.32 12.00 120 0.316172 2-101/2 Pt 3.116 320 321 13-81/2 12-91/2 32.32 8 16.319 19.836 Sprinkler, E(2-0), P0(5-0) 7-0 9-101/2 Pe Pv 0.401 Route 12 ..... SP 1.0490 32.80 12.18 120 0.325034 2-1 Pt 2.298 332 333 13-5% 11-4% 32.80 8 16.814 20.009 Sprinkler, P0(5-0) 5-0 7-1 Pe Pv 0.897 Route 13 ..... SP 1.0490 33.50 12.44 120 0.337981 2-61/2 Pt 3.221 307 308 13-111/2 13-4% 33.50 8 17.539 21.008 Sprinkler, E(2'-O), P0(5-0) 7-0 9-6% Pc Pv 0.248 =. ..... Route 14 ..... SP 1.0490 33.85 12.57 120 0.344442 0-6% Pt 1.905 305 306 13-11 13-4% 33.85 8 17.902 20.037 Sprinkler, P0(5-0) 5-0 5-6% Pe Pv 0.230 -Route 15 ..... SP 1.0490 34.21 12.70 120 0.351309 1-10% Pt 3.111 322 323 13-9 12-9% 34.21 8 18.288 21.806 Sprinkler, E(2-0), P0(5-0) 7-0 8-10% Pe Pv 0.407 =. ..... Route 16 ..... SP 1.0490 34.70 12.88 120 0.360639 2-61/2 Pt 3.437 309 310 13-11% 13-4% 34.70 8 18.813 22.498 Sprinkler, E(2'-O), P0(5-0) 7-0 9-6% Pc Pv 0.248 -_Route17 ..... SP 1.0490 35.38 13.13 120 0.373854 2-1 Pt 2.643 334 335 13-51/2 11-41/2 35.38 8 19.560 23.100 Sprinkler, P0(5-0) 5-0 7-1 Pc Pv 0.897 =...... Route 18 ..... SP 1.0490 35.40 13.14 120 0.374188 1-10% Pt 3.314 324 25 13-9 12-9% 35.40 8 19.579 23.300 Sprinkler, E(2'-0), P0(5-0) 7-0 8-10% Pc Pv 0.407 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 ) = Factor C Value Multiplier Value Of 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.E.P.CAD, Inc. fljAutoSPRINK@ 12 v12.1 .1.0 1/16/2018 2:53:59PM Page 9 1111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#3) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length IS..mary Pipe Type Legend Units Legend Fittings Legend 0 Arm-over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 221/.* Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange FN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Nozzle I ,Noz P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 900 Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (,© ME.P.CAD, Inc. §jAutoSPRINK0 12 02.1.1.0 1/16/2018 2:53:59PM Page 10 1111 Hydraulic Overview Job Number: 10.CA-5377 ReDort DescriDtion: Ordinary Grouo II (#4 Job Job Number Design Engineer 10.CA-5377 Michael Long Job Nemet EGOLAND CALIFORNIA JD1 8 Phone 858-444-2008 FAX 858-444-2056 Sal Stole CertAoatrontiueeso Number 1 LEGOLAND DRIVE C-16_577621 Address 2 CARLSBAD, CA 92008 AIIJ CARLSBAD Address 3 Job Site/Building LEGOLAND JD18 System Daeoity Area of Appf Eaton 0.200gpm/ft2 979.00ft2 (Actual 978.502) Most Demanding Sprinkler Data Hose Streams 5.6 K-Factor 24.00 at 18.367 250.00 Conerege Per Space/or Number Of Sprinklers Calculated 120.00ft2 12 System Pressure Demand Systee. Fire. Demand 67.603 294.12 Total Demand 544.12 @67.603 Pressure Result +4.930(6.8%) Supplies Check Point Gauges Node Name Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 Water Supply 3150.00 p 250.00 74.700 18.900 FP-100.cad Water Supply at Node 1(3150.00, 250.00, 74.700, 18.900) 100- Q_ 90- o 80- tatic Pressure 74.700 - 70- 544.12 with hose streams CL 50- LMJ E1;I:I: : ca 4 II Cl-40- System demand curve 30- rqN &L I E _ 1111ilil l oo 6000 300400 3000 3600 4200 4800 Water flow, gpm , © M.E.P.CAD, Inc. IIIAutoSPRlNK® 12 02.1.1.0 1/16/2018 2:54:22PM Page 1 1111 Hydrau1ic Summary Job Number: 10.CA-5377 ReDort DescriDtion: Ordinary GrouD II (#4) Job Job Nrrrrbe, Design Engineer - 10.CA-5377 Michael Long Job Nomol ,EGOLAND CALIFORNIA JD1 8 State CerdgOatiorr)Uoeroe Number C-16_577621 0501 1 LEGOLAND DRIVE AHJ CARLSBAD Add.. 2 Job Siteloulldlng CARLSBAD, CA 92008 LEGOLAND JD18 Add.. 3 Draustng Nerrre FP-1 00.cad System Remote Area(s) Most Demanding SprtnAor Data 0000partcy Job SoRb 5.6 K-Factor 24.00 at 18.367 Ordinary Group II Hose Allowance At Soo,00 Density Wee ottepptoegorr 250.00 0.200g pm/ft2 979.00ff2 (Actual 978.54ff2) Additional Hose Supplies Number 01 Sprinklers Calculated Coverage Per SprirMe, Node Flow(gpm) 12 120.00ff2 AutoPeok Rosults: Pressure For Remote Ana(s) Adjacent To Most Remote Area Left: 67.603 Right: 67.603 Total Hose Streams 250.00 System Flow Demand lotet Wote, Rmymlrrd )ln000dlrg H0500ll000000) 294.12 544.12 Maximum Pressure Unbalance In Loops 0.000 Maxi Velocity Above Ground 19.71 between nodes 26 and 27 mn, Velocity Under Ground .48 between nodes 9 and 10 Volume capacity 01 Wet Pipes Volume capacity of Dry Pipes 712.51gal Supplies Hose Flow Static Residual Flow Available Total Demand , Required Safety Margin Node Name (qpm) (psi) (psi) (gpm) ' (psi) (gpm) (psi) (psi) 1 Water Supply 250.00 74.700 18.900 3150.00 72.533 544.12 67.603 4.930 Contractor Cortrooto, Number Corded Home MICHAEL LONG Contact ((So DESIGNER Rome of Contractor OSCO FIRE PROTECTION Phone 858-444-2000 Extension 1708 anal 141 , 990GREENCRAIG LANE FAX 858-444-2056 sn 2 AN DIEGO, CA 92123 E-maIl MLONG@COSCOFIRE.COM ess 3 Web-tate http://www.coscofire.com/ , © M.E.P.CAD, Inc. 11 AutoSPRINK® 12 02.1.1.0 1/16/2018 2:54:25PM Page 2 1111Hydraulic Graph Job Number: 10.CA-5377 Renort Descriotion: Ordinary Grouo II (#41 Water Supply at Node I 100 — 80 — -Static Pressure 74.700 70- 294.12 @ 67.603 544.12 with hose streams -\ 60— CL 50— stem demand curve \\\ 30 ç08.900 :111 lll.l.LLL1IIIIIIL1 111111111 111111111 111111111 111111 11111 III 11111 III I I I I I I I I oo 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Ptessure 74.700 Restduvl: Pressure Test Conducted By Tact Wimossed By 18.900 @ 3150.00 Jennifer R. Mael N/A Available Pressure at Time attest Date of Test Tiny of Test 72.533 @ 544.12 11/20/2017 3:58pm Syatem Demand Hydrant Numbers Location 7.603 @294.12 N/A Internal Legoland System Demand (induding Has, ai1000nca at Source) Hydrant Elevation 7.603 @544.12 118FT , © M.E.P.CAD, Inc. fli AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:54:26PM Page 3 1111 Summary Of Outfiowing Devices Job Number: 10.CA-5377 Report Description: Ordinary Group II (#4) Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 400 24.02 24.00 5.6 18.393 Sprinkler 401 24.33 24.00 5.6 18.876 Sprinkler 402 24.09 24.00 5.6 18.502 Sprinkler 403 24.72 24.00 5.6 19.486 Sprinkler 404 24.74 24.00 5.6 19.514 Sprinkler 405 24.75 24.00 5.6 19.533 Sprinkler 406 24.45 24.00 5.6 19.057 Sprinkler 407 24.77 24.00 5.6 19.558 Sprinkler 408 25.49 1 24.00 5.6 1 20.726 c Sprinkler 409 24.00 24.00 5.6 18.367 Sprinkler 410 24.03 24.00 5.6 18.418 Sprinkler 412 24.74 24.00 5.6 19.518 r-> Most Demanding Sprinkler Data I I , © M.E.P.CAD, Inc. jj AutoSPRINK® 12 02.1.1.0 1/16/2018 2:54:28PM Page 4 1111 Node Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#4) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3-0 S 67.603 294.12 400 9-0 Spr(-18.393) 18.393 24.02 401 9-0 Spr(-18.876) 18.876 24.33 402 9-0 Spr(-18.502) 18.502 24.09 403 9-0 Spr(-19.486) 19.486 24.72 404 9-0 Spr(-19.514) 19.514 24.74 405 9-0 Spr(-19.533) 19.533 24.75 406 9-0 Spr(-19.057) 19.057 24.45 407 9-0 Spr(-19.558) 19.558 24.77 408 9-0 Spr(-20.726) 20.726 25.49 409 9-0 Spr(-18.367) 18.367 24.00 410 9-0 Spr(-18.418) 18.418 24.03 412 9-0 Spr(-19.518) 19.518 24.74 2 4-0 E(24-2Y2) 67.532 3 -5-6 E(18-2) 57.802 4 -5-6 E(24-2%) 57.738 5 -5-6 E(18-2) 57.438 6 -5-6 T(38-11%) 57.367 7 -5-6 EE(9-1) 57.234 8 -5-6 E(18'-2) 57.180 9 -5-6 E(18-2) 56.953 10 -5-6 56.824 11 0-8 54.094 12 4-11% 51.248 13 11-4% P0(9-11) 45.874 14 11-4% fT(21'-l) 45.271 15 11-4% P0(9-I1) 45.271 16 1141/2 P0(9-11) 45.271 17 11-4% P0(9-I1) 45.271 18 1141/2 45.271 19 10-91/. P0(5-0) 45.526 20 10-91/2 P0(5-0) 45.526 21 10-9% P0(6-0) 45.526 22 12-91/2 P0(9-11) 43.833 23 12-9% P0(12-3%) 43.644 24 13-4% P0(16-5%) 43.004 25 13-41/. fE(5'-lO%) 42.758 26 13-4% LtE(0-0) 37.790 27 13-4% LtE(0-0) 31.212 28 9-5% P0(7-5) 24.026 29 9-5% P0(5-0) 23.932 30 9-51/2 P0(5-0) 22.895 31 9-5% P0(5-0) 22.405 32 9-5% P0(5-0) 22.255 33 9-51/2 P0(5-0) 22.213 100 12-8% Spr 10.563 Sprinkler 102 12-111/2 Spr 10.563 Sprinkler 104 13-2 Spr 10.563 Sprinkler 106 13-4 Spr 10.563 Sprinkler 108 12-8 Spr 10.563 Sprinkler 110 12-9% Spr 10.563 Sprinkler 112 13-0 Spr 10.563 Sprinkler 114 13-2 Spr 10.563 Sprinkler 116 12-81/2 Spr 10.563 Sprinkler 118 13-0 Spr 10.563 Sprinkler 120 13-2 Spr 10.563 Sprinkler 122 13-5% Spr 10.563 Sprinkler 124 13-51/2 Spr 10.563 Sprinkler 126 13-51/2 Spr 10.563 Sprinkler 128 13-51/2 Spr 10.563 Sprinkler 130 1 13-8 1 Spr 10.563 Sprinkler I 132 13-8 1 Spr 10.563 Sprinkler , © M.E.P.CAD, Inc. §1 AutoSPRINK® 12 02.1.1.0 1/16/2018 2:54:29PM Page 5 1111 Node Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#4) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 134 13-8 Spr 10.563 Sprinkler 136 13-10% Spr 10.563 Sprinkler 138 ' 200 13-101/2 Spr 10.563 Sprinkler 10-9% Spr 10.563 Sprinkler 201 10.91/2 Spr 45.526 Sprinkler 202 1O.91/z Spr 45.526 Sprinkler 203 10-9% Spr 10.563 Sprinkler 204 10-9% Spr 45.526 Sprinkler 205 10.91/2 Spr 10.563 Sprinkler 206 10-9% Spr 10.563 Sprinkler 300 14.01/z Spr 10.563 Sprinkler 302 13-10 Spr 10.563 Sprinkler 304 14.01/z Spr 10.563 Sprinkler 305 13-11 Spr 10.563 Sprinkler 307 13-11% Spr 10.563 Sprinkler 309 13-111/2 Spr 10.563 Sprinkler 311 10-0 Spr 7.000 Sprinkler 314 13-81/2 Spr 10.563 Sprinkler 316 13.81/z Spr 10.563 Sprinkler 318 13-81/2 Spr 10.563 Sprinkler 320 13-81/2 Spr 10.563 Sprinkler 322 13-9 Spr 10.563 Sprinkler 324 13-9 Spr 10.563 Sprinkler 326 13-51/2 Spr 10.563 Sprinkler 328 13.51/2 Spr 10.563 Sprinkler 330 13-5% Spr 10.563 Sprinkler 332 1351/2 Spr 10.563 Sprinkler 334 13-5% Spr 10.563 Sprinkler 411 9-51/2 P0(5-0) 19.803 Sprinkler 413 9-51/2 P0(5-0) 21.044 Sprinkler I © M.E.P.CAD, Inc. §1 AutoSPRINK® 12 02.1.1.0 1/16/2018 2:54:29PM Page 6 1111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#4) e Type Diameter Flow Velocity HWC Friction Loss Length Pressure ownstream pstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary Route ;09 ..... 1.0490 24.00 8.91 120 0.182334 1-11% Pt 1.632 411 9-0 951,4 24.00 5.6 18.367 19.803 Sprinkler, E(2-0), P0(5-0) 7-0 8-11 % Pc Pv -0.196 BL 1.4420 48.03 9.44 120 0.139745 8-10% Pt 1.240 411 413 9-51/2 9'-51/2 24.03 19.803 21.044 Flow (q) from Route 3 8101/z Pc Pv BL 1.4420 72.77 14.30 120 0.301397 2-5% Pt 2.982 413 28 9-51/2 9-5% 24.74 21.044 24.026 Flow (q) from Route 9 P0(7-5) 7-5 9-10% Pc Pv CM 2.6350 294.12 17.30 120 0.211948 24-3 Pt 8.885 28 27 9-51/2 1341/2 221.35 24.026 31.212 Flow (q) from Route 2 3fE(5-101/2), LtE(0-0) 17-8 41-11 Pc Pv -1.698 CM 2.4690 294.12 19.71 120 0.290974 0-0 Pt 6.578 27 26 13-41/2 13-41/2 31.212 37.790 LtE(-6.578), 2LtE(0'-O) 0-0 0-0 Pc Pv -0.000 CM 2.6350 294.12 17.30 120 0.211948 1761/z Pt 4.968 26 25 13-41/2 1341/2 37.790 42.758 fE(5'.10%) 5-10% 2351/z Pc Pv CM 4.2600 294.12 6.62 120 0.020427 1201/z Pt 0.246 25 24 13-41/2 13-41/2 42.758 43.004 12-0% Pc Pv CM 4.2600 294.12 6.62 120 0.020427 9-10 Pt 0.385 24 23 13-41/2 12-9% 43.004 43.644 2tEE(4'-6) 9-0 18-10 Pe Pv 0.255 CM 4.2600 294.12 6.62 120 0.020427 9-3 Pf 0.189 23 22 12-91/2 12-91/2 43.644 43.833 9-3 Pc Pv CM 4.2600 294.12 6.62 120 0.020427 10-3 Pt 0.822 22 14 12-9% 1141/2 43.833 45.271 fE(8-111/2), IT(21-1) 30-0 40-3 Pc Pv 0.615 CM 4.2600 294.12 6.62 120 0.020427 29-6% Pt 0.604 14 13 11-4% 11-4% 45.271 45.874 29-6% Pc Pv 4.2600 294.12 6.62 120 0.020427 73-4 Pt 2.584 12 11-4% 4-11% 45.874 51.248 3fE(8-111/2), P0(26-4) 53-2 126-6 Pc Pv 2.790 FR 4.2600 294.12 6.62 120 0.020427 3-9 Pt 0.991 12 11 4-11% 0-8 51.248 54.094 2t(-0.000), CV(28-111/2), BV(15-91/2) 44-9 48-6 Pc Pv 1.855 UG 6.3570 294.12 2.97 150 0.001924 12-2 Pt 0.056 11 10 0-8 -5-6 54.094 56.824 LtE(17-1) 17-1 29-3 Pc Pv 2.673 UG 5.8800 294.12 3.48 150 0.002814 27-6 Pt 0.129 10 9 -5-6 -5-6 56.824 56.953 E(18-2) 18-2 45-8 Pc Pv UG 5.8800 294.12 3.48 150 0.002814 62-6 Pt 0.227 9 8 -5-6 -5-6 56.953 57.180 E(18'-2) 18-2 80-8 Pe Pv UG 5.8800 294.12 3.48 150 0.002814 10-21/2 Pt 0.054 8 7 -5-6 -5-6 57.180 57.234 EE(9-1) 9-1 19-31/2 Pc Pv UG 5.8800 294.12 3.48 150 0.002814 4-7 Pt 0.134 7 6 -5-6 -5-6 57.234 57.367 PIV(3'-101/2), T(38-111/2) 42-10 47-51/2 Pc Pv UG 5.8800 294.12 3.48 150 0.002814 6-11% Pt 0.071 6 5 -5-6 -5-6 57.367 57.438 E(18-2) 18-2 25-1% Pc Pv UG 6.4000 294.12 2.93 140 0.002116 14-0 Pt 0.300 5 4 -5-6 -5-6 57.438 57.738 3E(24-21/2), sCV(55-3%) 127-10% 141-10% Pe Pv UG 5.8800 294.12 3.48 150 0.002814 4-51/2 Pt 0.064 4 3 -5-6 -5-6 57.738 57.802 E(18'-2) 18-2 22-7% Pc Pv UG 6.4000 294.12 2.93 140 0.002116 11-6 Pt 10.814 3 -5-6 -3-0 57.802 67.532 3E(24-21/2), BFP(-10.636) 72-7 84-1 Pc Pv -1.084 5.8800 294.12 3.48 150 0.002814 16-1 Pt 0.071 2 1 -3-0 -3-0 67.532 67.603 EE(9-1) S 9-1 25-21/2 Pc Pv , © M.E.P.CAD, Inc. §lAutoSPRINKO 12 02.1.1.0 1/16/2018 2:54:31PM Page 7 1111 Hydraulic Analysis Job Number: 10.CA-5377 Report Description: Ordinary Group II (#4) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 250.00 Hose Allowance At Source 544.12 Route ..... DR 1.0490 24.02 8.92 120 0.182566 10-0 Pt 4.017 400 33 9-0 9'-51/2 24.02 5.6 18.393 22.213 Sprinkler, E(2-0), T(5-0), P0(5-0) 12-0 22-0 Fe Pv -0.196 CM 2.6350 48.35 2.84 120 0.007508 5-6 Pt 0.041 33 32 951,4 9-5 V2 24.33 22.213 22.255 Flow (q)from Route 5 5-6 Pc Pv CM 2.6350 97.15 5.72 120 0.027306 5-6 Pt 0.150 32 31 9-5% 951/2 24.09 + 24.72 22.255 22.405 Flow (q) from Route 4 and 7 5-6 Fe Pv CM 2.6350 146.64 8.63 120 0.058483 8.41/2 Pt 0.490 31 30 9-5 V2 9-5V2 24.74 + 24.75 22.405 22.895 Flow (q) from Route 8 and 10 8-4'/2 Fe Pv CM 2.6350 195.86 11.52 120 0.099892 1041/2 Pt 1.037 30 29 9-5% 9-51/2 24.45 + 24.77 22.895 23.932 Flow (q) from Route 6 and 11 104h/. Fe Pv CM 2.6350 221.35 13.02 120 0.125270 0-9 Pt 0.094 29 28 9-51/2 9'-5V2 25.49 23.932 24.026 Flow (q) from Route 12 0-9 Pc 1 Pv Route ..... DR 1.0490 24.03 8.92 120 0.182794 1-8 Pt 1.582 410 411 9-0 9-5% 24.03 5.6 18.418 19.803 Sprinkler, E(2'-O), P0(5-0) 7-0 8-8 Pc Pv -0.196 Route 4 ..... DR 1.0490 24.09 8.94 120 0.183573 9-6 Pt 3.949 402 32 9-0 9-5V2 24.09 5.6 18.502 22.255 Sprinkler, E(2-0), T(5-0), P0(5-0) 12-0 21-6 Pc Pv -0.196 Route ..... DR 1.0490 24.33 9.03 120 0.187003 6'-10V2 Pt 3.533 401 3 9-0 9-51/2 24.33 5.6 18.876 22.213 Sprinkler, E(2-0), T(5-0), P0(5-0) 12-0 18101/z Pc Pv -0.196 Route ..... R 1:0490 24.45 9.08 120 0.188660 9.41/2 Pt 4.034 406 30 9-0 9'-5Y2 24.45 5.6 19.057 22.895 Sprinkler, E(2-0), T(5'-O), P0(5-0) 12-0 21.41/, Pc p -0.196 Route ..... DR 1.0490 24.72 9.18 120 0.192585 6-41/2 Pt 2.965 403 32 9-0 9-51/2 24.72 5.6 19.486 22.255 Sprinkler, 2E(2'-O), P0(5-0) 9-0 15.41/2 Pc Pv -0.196 Route ..... DR 1.0490 24.74 9.18 120 0.192837 9-0 Pt 3.088 404 31 9-0 9-5% 24.74 5.6 19.514 22.405 Sprinkler, E(2'-O), P0(5-0) 7-0 16-0 Pc Pv -0.196 Route ..... DR 1.0490 24.74 9.18 120 0.192877 1-111/2 Pt 1.731 412 413 9-0 9-5% 24.74 5.6 19.518 21.044 Sprinkler, E(2-0), P0(5-0) 7-0 8-111/2 Pc Pv -0.206 Route 10 ..... DR 1.0490 24.75 9.19 120 0.193015 5-101/2 Pf 3.068 405 31 9-0 9-51/2 24.75 5.6 19.533 22.405 Sprinkler, T(5-0), P0(5-0) 10-0 15-101/2 Pc Pv -0.196 Route 11 ..... DR 1.0490 24.77 9.19 120 0.193246 6-3% Pt 3.533 407 30 9-0 9'5V 24.77 5.6 19.558 22.895 Sprinkler, E(2-0), T(5-0), P0(5-0) 12-0 18-3% Pc Pv -0.196 Route 12 ..... DR 1.0490 25.49 9.46 120 0.203893 7-8 Pt 3.402 408 29 9-0 9-51/2 25.49 5.6 20.726 23.932 Sprinkler, 2E(2-0), P0(5-0) 9-0 16-8 Pc Pv -0.196 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) / Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 ) = Factor C Value Multiplier Value Of C 100 130 Multiplying Factor 0.713 1.16 140 1.33 150 1.51 f, © M.E.P.CAD, Inc. III AutoSPRINK® 12 v12.1 .1.0 1/16/2018 2:54:31PM Page 8 111 Hydraulic Analysis Downstream Elevation Discharge K-Factor Pt Pn Fittings Job Number: 10.CA-5377 ascription: Ordinary Group II (#4) Length Pressure Eq. Length ISummary Pipe Type Legend Units Legend Fittings Legend kO Arm-Over Diameter Inch ALV Alarm Valve BL Branch Line Elevation Foot AngV Angle Valve CM Cross Main Flow gpm b Bushing DN Drain Discharge gpm BalV Ball Valve DR Drop Velocity fps BFP Backflow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot C Cross Flow Turn 900 FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC Hazen-Williams Constant Cr Cross Run OR Outrigger Pt Total pressure at a point in a pipe CV Check Valve RN Riser Nipple Pn Normal pressure at a point in a pipe DelV Deluge Valve SP Sprig Pt Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand Pipe Pe Pressure due to elevation difference between indicated points E 900 Elbow UG Underground Pv Velocity pressure at a point in a pipe EE 450 Elbow Eel 11W Elbow Ee2 221/.* Elbow Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange EN Floating Node IT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LIE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve P0 Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirE Wirsbo WMV Water Meter Valve Z Cap Q& © M.E.P.CAD, Inc. ]AutoSPRlNK® 12 v12.1 .1.0 1/16/2018 2:54:31PM Page 9 Page 1 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com DESCRIPTION The Viking Micromatic® Standard Response Upright VK100 Sprinkler is a small, ther- mosensitive, glass-bulb spray sprinkler available in several different finishes and tem- perature ratings to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves the ENT coating as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions. LISTINGS AND APPROVALS c®us cULus Listed: Category VNIV <3> FM Approved: Classes 2001, 2002, 2015, 2017, 2043 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart I and UL Design Criteria on pages cULus Listing requirements, and refer to Approval Chart 2 and FM Design Criteria for FM Approval requirements that must be followed. 0. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)t Maximum Working Pressure: 175 psi (12 bar) wwp Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-3/8" (60 mm) t cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). ** Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Brass UNS-C23000 or Copper UNS-C19500 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT coated Sprinklers: Belleville Spring - Exposed, Screw and Pipcap - ENT plated. ttNot for FM Approval. Ordering Information: (Also refer to the current Viking price list.) Order Micromatic® Standard Response Upright VK100 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-/W, Black Polyester = M-/B, Wax Coated = C, Wax Over Polyester = V-/W, .ENT =JN Temperature Suffix: 135°F (57 °C) =A, 155°F (68 °C) = B, 175°F (79 °C) = D, 200°F (93 °C) = E, 212°F (100 °C) = M, 286°F (141 °C) = G, 360 °F (182 °C) = H, 500 °F (260 °C) = L, OPEN = Z (PTFE only). For example, sprinkler VK100 with a 1/2" thread, Brass finish and a 155 °F (68 °C) temperature rating = Part No. 12986AB Form No. F_052014 16.08.18 Rev 16.2 Replaces Form No. F_052014 Rev 16.1 (Corrected BSP thread size in approval chart 1) Page 2 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/13 (available since 2000). D. Wrench for Wax Coated Sprinklers: Part No. 13577W1B* (available since 2006) *A 1/2 ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE .Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Micromati& Standard Response Upright Sprinkler VKIOO is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_052014 16.08.18 Rev 16.2 a Page 3 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature' U Bulb Color Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155 °F (68 °C) 100 °F (38 °C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Extra High 360.°F(182°C) 300°F(149°C) Mauve Ultra High' 500 °F (260 °C) 465 °F (240 °C) r Black Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings4: White Polyester, Black Polyester, and Black PTFE in all temperature ratings. ENT in all temperature ratings except 135 °F (57 °C). Wax-Coated Brass and Wax over Polyester5 for sprinklers with the following temperature ratings: 155 °F (68 °C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200 °F (93 °C) Brown Wax 286 °F (141 °C) Ok. Brown Wax5 Footnotes 1 The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 oF (149 CC). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 °C), response time may be severely retarded. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Wax melting point is 170 °F (76 C) for 286 °F (141 C) temperature rated sprinklers. Protective Sprir Wrench Flat Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_052014 16.08.18 Rev 16.2 I Page 4 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart I (UL) Temperature KEY ;;:~77 Finish Micromatic® Standard Response Upright Sprinkler VKIOO Escucheon(ffappcabie) 1 Maximum 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals3 Base Part SIN (Refer also to UL Design Criteria.) Number' NPT BSP U.S. metric2 Inches I mm clJLus4 VdS LPCB I CE Standard Orifice 12986 VK100 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B3, C4, D2, E5 -- -- -- 12993 VK100 -- 15 mm 5.6 80.6 2-1/4" 57 Al, B3, C4, D2, E5 -- -- -- sL.1t Product Below Limited Availability 10138 VK100 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B3, C4, D2, E5 -- -- -- 10193 VK100 -- 15 mm 5.6 80.6 2-1/4" 57 Al, B3, C4, D2, E5 -- -- -- Approved Temperature Ratings A - 135°F (57 °C), 155°F (68 °C), 175°F (79 °C), 200 °F (93 °C), 286 °F (141 °C), and 360 °F (182 Approved Finishes °C) 1 - Brass, Chrome, White Polyester56, and Black Polyester56 B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 2 - Brass and Chrome 1nd 200 °F (93 °C) 3 - Wax-Coated Brass and Wax Over Polyesters p - 286 °F (141 °C) 4 - High Temperature 200 °F (93 °C) Wax Coating (corrosion resistant); maximum ambient tern- D -500 °F (260 °C)7 perature allowed at ceiling = 150 °F (65 °C) E - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 5- ENT5 °C), 286 °F (141 °C), 360 °F (182 °C), and 500 °F (260 °C)7 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metnc K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3 This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F.(149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. DESIGN CRITERIA -UL (Also refer to Approval Chart 1.) cULus Listing Requirements: The Viking Micromatic5' Standard Response Upright Sprinkler VK100 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to Bulletin Form No. F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be in- ailed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, PSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052014 16.08.18 Rev 16.2 4 Page 5 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Approval Chart 2 (FM) Temperature KEY Micromatice Standard Response Upright Sprinkler VK100 Finish Maximum 175 PSI (12 bar) WWP AIX 4— Escutcheon (iIappIicabe) - Sprinkler Base Thread Size Nominal K-Factor Overall Length FM Approvals' Part Number' SIN (Refer also to Design Criteria below.) NPT I BSP U.S. I metric2 Inches J mm Standard Orifice 12986 VK100 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, E4, F6 12993 VK100 -- 15 mm 5.6 80.6 2-1/4" 57 Al, Dl, E4, F6, G5 I'('l(I roduct Below Limited Availability (.fTR1LocalAVikingI.JiIl 10138 VK100 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, E4, F6 - 10193 VK100 -- 15 mm 5.6 80.6 2-1/4" 57 Al, G5, Dl, E4, F6 Approved Temperature Ratings A- 135°F (57 °C), 155 °F (68 °C), 175°F (79 °C), 200 Approved Finishes pp °F (93 °C), 212 °F (100 °C), 286 °F (141 °C), and 360 °F (182 °C) 1 - Brass, Chrome, White Polyester4, and Black Polyester' B - 135 °F (57 °C), 155°F (68 °C), 175°F (79 °C), 200 °F 2 - Wax-Coated Brass (corrosion resistant) '3°C) and 212°F(100°C) 3 - High Temperature 200 F (93 C) Wax Coating (corrosion resistant); maximum ambient -500 °F (260 °C)5 temperature allowed at ceiling = 150 °F (65 °C) E - 155 °F (68 °C) 4 - Wax-Coated Brass and Wax Over Polyester' F - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F - White Polyester and Wax-Coated Brass (corrosion resistant) (141 °C), 360 °F (182 °C), and 500 °F (260 °C)5 6- ENT6 G - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 6 FM approved as corrosion resistant. DESIGN CRITERIA - FM (Also refer to Approval Chart 2.) FM Approval Requirements: The Viking Micromatic5 Standard Response Upright Sprinkler VK100 is is FM Approved as standard response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. MPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page SRI-3 for gen- al care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_052014 16.08.18 Rev 16.2 Page 6 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page: www.vikinggroupinc.com Sprinkler wrench 13577W!B** must be used for installing wax coated sprinklers. Step 1: Carefully slide the wrench sideways around the deflector, ensuring engage- ment with the sprinklger wrench flats. Wax Coated ' Upright Sprinkler ** A 1/2" ratchet is required Step 2: Carefully press the wrench downward (not available from Viking) and ensure engagement with the sprinkler wrench flats. Figure 2: Wrench 13577W/B for Wax Coated Sprinklers Form No. F_052014 16.08.18 Rev 16.2 Replaces Form No. F_052014 Rev 16.1 (Corrected BSP thread size in approval chart 1) Page 1 of 7 ® MICROMATIC STANDARD Ni RESPONSE PENDENT SPRINKLER VKIO2 (K5.6) The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION The Viking Micromatic Standard Response Pendent VK102 Sprinkler is a small, ther- mosensitive, glass-bulb spray sprinkler available in several different finishes and tem- perature ratings to meet design requirements. The special Polyester, and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive at- mospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves the ENT coating as corrosion resistant. FM Global has no approval classification for Polyester coatings as corrosion resistant.) Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions. LISTINGS AND APPROVALS C®US cULus Listed: Category VNIV FM Approved: Class Series 2000 VdS Approved: Certificate G414006 & G414004 OLKB LPCB Approved CE CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-2021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and UL Design Criteria on page 4 for cULus Listing requirements, and refer to Approval Chart 2 and FM Design Criteria on page 5 for FM Approval requirements that must be followed. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)t Maximum Working Pressure: 175 psi (12 bar) wwp Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric**) Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-1/4" (57 mm) 1- cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass Deflector: Phosphor Bronze UNS-0510001't or Copper UNS-C19500 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT coated SDrinklers: Belleville Spring - Exposed, Screw and Pipcap - ENT plated. ttNot for FM Approval. Ordering Information: (Also refer to the current Viking price list.) Order Micromatic® Standard Response Pendent VKIO2 by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome = F, White Polyester = M-IN, Black Polyester = M-/B, Wax Coated = C, Wax Over Polyester = V-1W, ENT = JN Form No. F_031414 16.06.30 Rev 16.2 Replaces Form No. F_031414 Rev 16.1 (Added new PNs for CCCF approved sprinklers) Page 2 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Temperature Suffix: 135 °F (57 °C) = A, 155 °F (68 "C) = B, 175 °F (79 °C) = D, 200 °F (93 "C) = E, 212 °F (100 "C) = M, 286 "F (141 "C) = G, 360 °F (182 °C) = H, 500 "F (260 "C) = L, OPEN = Z (PTFE only). For example, sprinkler VKIO2 with a 1/2" thread, Brass finish and a 155 "F (68 °C) temperature rating = Part No. 12987AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the "Sprinkler Accessories" section of the Viking data book.) Sprinkler Wrenches: Standard Wrench: Part No. 10896W/B (available since 2000). Wrench for Recessed Pendent Sprinklers: Part No. 13655W/B* (available since 2006) Optional Protective Sprinkler Cap Remover/Escutcheon Installer Tool** Part No. 15915 (available since 2010.) Wrench for Wax Coated Sprinklers: Part No. 13577W/B* (available since 2006) *A /2" ratchet is required (not available from Viking). **Allows use from the floor by attaching a length of 1" diameter CPVC tubing to the tool. Ideal for sprinkler cabinets. Refer to Bulletin F_051808. Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. 5. OPERATION .During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. 6. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. 7. AVAILABILITY The Viking Micromati& Standard Response Pendent Sprinkler VK102 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. 8. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. S Form No. F_031414 16.06.30 Rev 16.2 Protective S Clip Wrench Flat 1 Protective Sprinkler Cap F_ Page 3 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient Classification Temperature Rating' Ceiling Temperature 2 u o Bulb Color Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155 °F(68 °C) 100F(38°C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Extra High 360°F(182°C) 300°F(149°C) Mauve Ultra High' 500 °F (260 °C) 465 °F (240 °C) Black Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings: White Polyester and Black Polyester in all temperature ratings. ENT in all temperature ratings ex- cept 135 °F (57 CC). Wax-Coated Brass and Wax over Polyester' for sprinklers with the following temperature ratings: 155 °F (68 °C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200 °F (93 °C) Brown Wax 212 °F (100 °C) Dk. Brown Wax' 286 °F (141 °C) Dk. Brown Wax' Footnotes ' - The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 F (149 CC). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 °C), response time may be severely retarded. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are com- patible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT coatings. For ENT coated automatic sprinklers, the waterway is coated. Wax melting point is 170 °F (76 °C) for 212 F (100 C) and 286 °F (141 C) temperature rated sprinklers. Figure 1: Standard Sprinkler Wrench 10896W/B Form No. F_031414 16.06.30 Rev 16.2 Page 4 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart I (UL) Temperature KEY I Finish Micromatle Standard Response POndent Sprinkler VKIO2 AIX4-Esôutcheon (if j applicable) Maximum 175 PSI (12 bar) WWP - Sprinkler Thread Size Nominal Overall Length Listings and Approvals3 Base Part SIN K-Factor (Refer also to UL Design Criteria.) __ Number' NPT BSP U.S. metric2 Inches mm cULus4 VdS LPCB I CE • Standard Orifice 12987 VK102 1/2" 15 mm 56 80.6 2-1/4" 57 Al, B4, 131Y, C5, D3, E6, G6Z A2 A2, B4, B2Y F2, G2Y -. - 12989 VK102 -- 15 mm 56 80.6 2-1/4" 57 Al, B4, 131Y, C5, D3, E6, G6Z A2 A2, B4, B2Y F2, G2Y - -- 19776 VK102 1/2" -- 5.6 80.6 2-1/4" 57 - -- - - -- E7 20229 VK102 -- 15 mm 5.6 80.6 2-1/4" 57 - -- - -- -- E7 - lA11ILll VBelow 1 Limited VT (Contact Local Viking Office) 10139 VK102 1/2" 15 mm 5.6 80.6 2-1/4" 1 57 Al, B4, B1Y, CS, D3, E6, G6Z - -- -- -- -- 10173 VK102 -- 15 mm 5.6 80.6 2-1/4" 1 57 Al, B4, B1Y, C5, D3, E6, G6Z A2 A2, B4, B2Y - -- -- 18020 VK102 1/2" 15 mm 5.6 80.6 2-1/4" 1 57 1 Al, B4, B1Y, C5, D3, E6, G6Z A2 A2, B4, B2Y F2, G2X F29 '° - Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 286 °F (141 °C), and 360 Approved Finishes °F (182 °C) 1 - Brass, Chrome, White Polyester56, and Black 6 Approved Escutcheons B - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Polyester5 2- Brass, Chrome, White Polyester5, and Black Polyesters X - Recessed with the Viking Micromatic® Model E-1, E-2, or E-3 Recessed Escutcheon 286 °F (141 °C) 3- Brass and Chrome Y - Standard surface-mounted escutcheon or the - 500 °F (260 "C)7 4 - Wax-Coated Brass and Wax Over Polyester' Viking Microfast® Model F-i Adjustable Escutcheon E - 155 °F (68 °C), 175 °F(79 °C), 200 °F (93 5- High Temperature 200 °F (93 °C) Wax Coating (corro- or recessed with the Viking Micromatic® Model E-1, E-2, 286 °F (141 C), 360 F (182 C), and 500 sion resistant) maximum ambient temperature allowed at or E-3 Recessed Escutcheon °F (260 "C)7 ceiling = 150 °F (65 °C) Z - Standard surface-mounted escutcheon or re- F - 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 6- ENT5 cessed with the Viking Micromatic® Model E-1 °C), 286 °F (141 °C), and 360 °F (182 °C) 7 - Chrome G - 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion resistant. Other colors are available on request with the same Listings and Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300°F (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 8 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0832-CPD-0021. MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. 10 MED Certified, RINA Certificate No. ME0497705C5. DESIGN CRITERIA -UL (Also refer to Approval Chart 1.) cULus Listing Requirements: The Viking Micromatic® Standard Response Pendent Sprinkler VK102 is cULus Listed as indicated in Approval Chart I for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray pendent sprinklers must be followed. PORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for eneral care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_031414 16.06.30 Rev 16.2 I Page 5 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) Temperature KEY Micromatic Standard Response Pendent Sprinkler VKIO2 I +— Finish Maximum 175 PSI (12 bar) WWP A1X1scuttheon (if aplicable) Sprinkler Base Thread Size Nominal K-Factor Overall Length FM Approvals3 Part Number' SIN (Refer also to Design Criteria below.) NPT I BSP U.S. metric2 Inches mm Standard Orifice 12987 VK102 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, E4, GIY, G4Z 12989 VK102 -- 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, E4, G1Y, G4Z L'(.1I(.1 7duct Below Limited Availability (ContactYlLocalAViking OffiI 10139 VK102 1/2" 15 mm 5.6 80.6 2-1/4" Al, B2, C3, Dl, E4, G1Y, G4Z 57 10173 VK102 -- 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, E4, G1Y, G4Z 18020 VK102 1/2" 15 mm 5.6 80.6 2-1/4" 57 Al, B2, C3, Dl, G1Y Approved Temperature Ratings A - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), 200 °F (93 °C), 212 °F (100 °C), 286 °F (141 °C), and 360 °F (182 °C) Approved Finishes Approved Escutcheons 135 °F (57 °C), 155 ¶ (68 °C), 175 °F (79 °C), 200 °F I - Brass, Chrome, White Polyester4, and y - Standard surface-mounted escutch- °C), and 212 °F (100 °C) Black Polyester' eon or the Viking Microfast® Model F-i - 286 °F (141 °C) ID" 2 - Wax-Coated Brass (corrosion resistant) Adjustable Escutcheon or recessed with the - 500 °F (260 °C)5 3 - High Temperature 200 °F (93 °C) Wax Viking Micromatic® Model E-1, E-2, or E-3 Coating (corrosion resistant); maximum am- Recessed Escutcheon °F °C), °F °C), °F °C), °F - 155 (68 175 (79 200 (93 286 bient temperature allowed at the ceiling = Z - Standard surface-mounted escutcheon °C), °C)5 (141 °C), 360 °F (182 and 500 °F (260 150 F (65 C) or re- cessed with the Viking Micromatic® F - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and ENT' Model E-1 200 °F (93 °C) G - 155°F (68 °C), 175 °F (79 °C), and 200 °F (93 °C) Footnotes Base part number is shown. For complete part number, refer to Vikings current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 6 FM approved as corrosion resistant. DESIGN CRITERIA -FM (Also refer to Approval Chart 2) FM Approval Requirements: The Viking Micromatic® Standard Response Pendent Sprinkler VK102 is is FM Approved as standard response Non-Storage pendent sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. PORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_031414 16.06.30 Rev 16.2 Page 6 of 7 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Sprinkler wrench 13655W/B** for recessed pendent sprinklers ** A 1/2" ratchet is required (not available from Viking) Carefully slide the wrench sideways around the protective cap, ensuring engagement with the sprinkler wrench flats Figure 2: Wrench 13655W/B for Recessed Pendent Sprinklers Step 1: Carefully slide the wrench sideways around the deflector, ensuring engage- ment with the sprinklger wrench flats. Wax Coated ' Pendent Sprinkler Sprinkler wrench 13577W/B** must be used for installing wax coated sprinklers. 4* ** A 112" ratchet is required Step 2: Carefully press the wrench upward and (not available from Viking) ensure engagement with the sprinkler wrench flats. Figure 3: Wrench 13577W/B for Wax Coated Sprinklers Form No. F_031414 16.06.30 Rev 16.2 Page 7of7 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Ceiling Opening Size: -- 2-5/16" (59 mm) minimum 1/2"2-1/2" (64 mm) maximum (15 mm) NPT I 2-1I8" mm) -Fit t ' 2-3/116"1-3/4" 2" t(3i81'm) (56 mm) E(45nmm) (51 r Mm. Installed with a standard Installed with a Microfast Note: At maximum, adapter is 1/8" surface-mounted Model F-I Adjustable exposed 1/2" (13 mm) from fac escutcheon Escutcheon of ceiling Figure 4: Sprinkler Dimensions with a Standard Escutcheon and the Model F-I Adjustable Escutcheon Ceiling Opening Size: 2-5/16" (59 mm) minimum 2-1/2" (64 mm) maximum 2-118" - (54 mm) (54 mm) -- 1-1/8" 1-3/4" (29 mm) (45 mm) (51 mm) Mm. Max. Max. -' - Installed with a Installed with a Model Model E-1 Recessed E-2 Thread-on Recessed Escutcheon Escutcheon Figure 5: Sprinkler Dimensions with the Model E-1 and E-2 Recessed Escutcheons S Form No. F_031414 16.06.30 Rev 16.2 Replaces Form No. F_031414 Rev 16.1 (Added new PNs for CCCF approved sprinklers) Page 1 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESCRIPTION The Viking Micromatic® Standard Response Upright VK200 Sprinkler is a small, thermo- sensitive, glass-bulb spray sprinkler available in several different finishes, temperature rat- ings, and K-Factors to meet design requirements. The special Polyester and Electroless Nickel PTFE (ENT) coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are listed/approved as corrosion resistant as indicated in the Approval Charts. (Note: FM Global approves the ENT coating as corrosion resistant. FM Global has no approval classification for Polyester coating as corrosion resistant.) Viking standard response sprinklers may be ordered and/or used as open sprinklers (glass bulb and pip cap assembly removed) on deluge systems. Refer to Ordering Instructions. LISTINGS AND APPROVALS cULus Listed: Category VNIV 'z3 FM Approved: Class Series 2000 VdS Approved: Certificates G414013 and G414014 LPCB Approved CE CE Certified: Standard EN 12259-1, EC-certificate of conformity 0832-CPD-0021 CCCF Approved: Approved by the China Certification Center for Fire Products (CCCF) NOTE: Other International approval certificates are available upon request. Refer to Approval Chart I and UL Design Criteria on page 4 cULus Listing requirements, and refer to Approval Chart 2 and FM Design Criteria on page 5 for FM Approval requirements that must be followed. 3. TECHNICAL DATA Specifications: Minimum Operating Pressure: 7 psi (0.5 bar)t Maximum Working Pressure: 175 psi (12 bar) wwp Factory tested hydrostatic rating: 500 psi (34.5 bar) Thread size: 1/2" NPT, 15 mm BSP, 3/4" NPT, 20 mm BSP Nominal K-Factor: 8.0 U.S. (115.2 metric**) Glass-bulb fluid temperature rating: -65 °F (-55 °C) Overall Length: 2-3/8" (60 mm) t cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar). ** Metric K-factor measurement shown is in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 5 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with PTFE Tape Screw: Brass UNS-C36000 • Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 For Polyester Coated Sprinklers: Belleville Spring-Exposed For ENT coated Sprinklers: Belleville Spring - Exposed, Screw and Pipcap - ENT plated. ttNot for FM Approval. Form No. F_032814 16.06.30 Rev 16.2 Replaces Form No. F_032814 Rev 16.1 (Added PNs for CCCF approved sprinklers.) Page 2 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Ordering Information: (Also refer to the current Viking price list.) Order MicromaticO and MicromaticHP® Standard Response Upright Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffixes: Brass = A, Chrome = F, White Polyester = M-M, Black Polyester = M-/B, Wax Coated = C, Wax Over Polyester = V-/W, ENT = JN Temperature Suffixes: 135 °F (57 °C) = A, 155 °F (68 °C) = B, 175 °F (79 °C) = D, 200 °F (93 °C) = E, 212 °F (100 °C) = M, 286 °F (141 °C) = G, 360 °F (182 °C) = H, 500 °F (260 °C) = L, OPEN = Z (PTFE only). For example, sprinkler VK200 with a 1/2" thread, Brass finish and a 155 °F (68 °C) temperature rating = Part No. 18268AB Available Finishes And Temperature Ratings: Refer to Table 1. Accessories: (Also refer to the Viking website.) Sprinkler Wrenches: A. Standard Wrench: Part No. 10896W/B (available since 2000). D. Wrench for Wax Coated Sprinklers: Part No. 13577W/B* (available since 2006) *A ratchet is required (not available from Viking). Sprinkler Cabinets: Six-head capacity: Part No. 01724A (available since 1971) Twelve-head capacity: Part No. 01725A (available since 1971) 4. INSTALLATION Refer to appropriate NFPA Installation Standards. S. OPERATION During fire conditions, the heat-sensitive liquid in the glass bulb expands, causing the glass to shatter, releasing the pip cap and sealing spring assembly. Water flowing through the sprinkler orifice strikes the sprinkler deflector, forming a uniform spray pattern to extinguish or control the fire. INSPECTIONS, TESTS AND MAINTENANCE Refer to NFPA 25 for Inspection, Testing and Maintenance requirements. AVAILABILITY The Viking Micromati& Standard Response Upright Sprinkler VK200 is available through a network of domestic and international distributors. See The Viking Corporation web site for the closest distributor or contact The Viking Corporation. GUARANTEE For details of warranty, refer to Viking's current list price schedule or contact Viking directly. Form No. F_032814 16.06.30 Rev 16.2 Page 3 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs©vikingcorp.com Visit the Viking website for the latest edition of this technical data page. TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES Sprinkler Temperature Sprinkler Nominal Maximum Ambient U Color Bulb Classification Temperature Rating' Ceiling Temperature' Ordinary 135°F(57°C) 100°F(38°C) Orange Ordinary 155F(68°C) 100 °F(38°C) Red Intermediate 175 °F (79 °C) 150 °F (65 °C) Yellow Intermediate 200 °F (93 °C) 150 °F (65 °C) Green High 286 °F (141 °C) 225 °F (107 °C) Blue Extra High 360 °F (182 °C) 300 °F (149 °C) Mauve Ultra High' 500 °F (260 °C) 465 °F (240 °C) Black Sprinkler Finishes: Brass, Chrome, White Polyester, Black Polyester, and ENT Corrosion-Resistant Coatings4: White and Black Polyester in all temperature ratings. ENT in all temperature ratings except 135 °F (57 °C). Wax-Coated Brass and Wax over Polyester5 for sprinklers with the following temperature ratings: 155 °F (68 °C) Lt. Brown Wax 175 °F (79 °C) Brown Wax 200 °F (93 °C) Brown Wax 286 °F (141 °C) Dk. Brown Wax5 Footnotes The sprinkler temperature rating is stamped on the deflector. 2 Based on NFPA-1 3. Other limits may apply, depending on fire loading, sprinkler location, and other requirements of the Authority Having Jurisdiction. Refer to specific installation standards. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 ¶ (149 SC). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 CC), response time may be severely retarded. "The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated in the Approval Charts. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compat- ible with or suitable for the proposed environment. For automatic sprinklers, the coatings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and ENT. For ENT coated automatic sprinklers, the waterway is coated. Wax melting point is 170 °F (76 °C) for 286 ¶ (141 C) temperature rated sprinklers. Protective Sprinkler Cap-----.. Wrench Flat Figure 1: [I Standard Sprinkler Wrench 10896W/B Form No. F_032814 16.06.30 Rev 16.2 Page 4 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart I (UL) Temperature KEY Micromati& Standard Response Upright Sprinklers (if. applicable) Maximum 175 PSI (12 bar) WWP Sprinkler Thread Size Nominal Overall Listings and Approvals3 Base Part SIN K-Factor Length (Refer also to UL Design Criteria.) Number' NPT BSP U.S. metric2 Inches I mm cULus4 VdS J LPCB I ((81 GIO Standard Orifice 18268 VK200 1/2" 15 mm 8.0 115.2 2-1/4" 57 Al, 134, C5, D3, E6 A2 A2, B4 F3 -- -- 18263 VK200 3/4" 20 mm 8.0 115 2-1/4" 57 Al, B4, C5, D3, E6 A2 A2, B4 F3 -- - 18266 VK200 -- 20 mm 8.0 1152 2-1/4" 57 Al, B4, C5, D3, E6 A2 A2, B4 F3 -- -- 20381 VK200 3/4" -- 8.0 1152 2-1/4" 57 - -- -- -- G3 20377 VK200 -- 20 mm 1 8.0 115.2 2-1/4" 57 - - -- -- -- G3 NOTICE - Product Limited Availability 1TTU .Jll 10220 VK200 1/2" 15 mm 8.0 115.2 2-1/4" 57 Al, B4, C5, D3, E6 A2 A2, B4 F3 F3 -- 10141 VK200 3/4" 20 mm 8.0 115.2 2-1/4" 57 Al, B4, C5, D3, E6 A2 A2, B4 F3 F3 -- 10169 VK200 -- 20 mm 8.0 115.2 2-1/4" 57 Al, B4, C5, D3, E6 A2 A2, B4 F3 F3 -- Approved Temperature Ratings 175 OF (79 °C), 200 OF (93 °C), 286 OF Approved Finishes (i4l°c)and360°F(l82°C? ICB - Brass, Chrome, White Polyester56 and Black Polyester56 - 135 °F (57 °C), 155 °F (68 °C), 175 °F (79 °C), and 200 °F (93 °C)2 - Brass, Chrome, White Polyester6, and Black Polyester6 -286 OF (141 °C) 3 - Brass and Chrome D - 500 OF (260 4 - Wax-Coated Brass and Wax Over Polyester' E - 155 OF (68 °C), 175 OF (79 °C, 200 OF (93 °C), 286°F (141 °C), 360°F (182 °C), and 500 OF (260 °C)1 5 - High Temperature 200 OF (93 °C) Wax Coating (corrosion resistant); maximum ambient temperature allowed at ceiling = 150F (65C) F - 155 OF (68 °C), 175 OF (79 °C), 200 OF (93 °C), 286 OF (141 °C), and 6 - ENT °F °C) 360 (182 G - 155 OF (68 °C), 200 OF (93 °C), and 286 OF (141 °C) Footnotes Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. I This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. "Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. cULus Listed as corrosion resistant. 6 Other colors are available on request with the same Listings and Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 OF (149 °C). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 OF (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. 8 CE Certified, Standard EN 12259-1, EC-certificate of conformity 0786-CPD-40137, 0786-CPD-40142, 0786-CPD-40177, 0786-CPD-40182, 0832- CPD-0021, and 0832-CPD-2003. 8The 1/2" NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. ° MED Certified, Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008. S Form No. F_032814 16.06.30 Rev 16.2 Page 5 of 6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcsvikingcorp.com Visit the Viking website for the latest edition of this technical data page. DESIGN CRITERIA - UL (Also refer to Approval Chart 1) cULus Listing Requirements: The Viking Micromatic® Standard Response Upright Sprinkler VK200 is cULus Listed as indicated in Approval Chart 1 for installation in accordance with the latest edition of NFPA 13 for standard spray sprinklers. Designed for use in Light, Ordinary, and Extra Hazard occupancies. The sprinkler installation rules contained in NFPA 13 for standard spray upright sprinklers must be followed. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for general care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, LPCB, APSAD, VdS or other similar organizations, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Sprinkler wrench 13577W/B** must be used for installing wax coated sprinklers. Step 1: Carefully slide the wrench sideways around the deflector, ensuring engage- ment with the sprinklger wrench flats. Wax Coated Upright Sprinkler ** A 1/2" ratchet is required Step 2: Carefully press the wrench downward (not available from Viking) and ensure engagement with the sprinkler wrench flats. Figure 2: Wrench 13577W/B for Wax Coated Sprinklers S Form No. F_032814 16.06.30 Rev 16.2 I Page 6of6 The Viking Corporation, 210 N Industrial Park Drive, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Visit the Viking website for the latest edition of this technical data page. Approval Chart 2 (FM) KEY Micromatuc Standard Response Upright Sprinklers Maximum 175 PSI (12 bar) W'.NP AIX4- Escutcheon (if applicable) Sprinkler Base Thread Size Nominal K-Factor Overall Length FM Approvals3 Part Number' SIN (Refer also to Design Criteria below.) NPT I BSP U.S. metric2 Inches mm Standard Orifice 18268 VK200 1/2" 15 mm 8.0 115.2 2-1/4" 57 Al, B2, Cl, D3 18263 VK200 3/4" 20 mm 8.0 115.2 2-1/4" 57 Al, B2, Cl, D3 18266 VK200 -- 20 mm 8.0 115.2 2-1/4" 57 Al, B2, Cl, D3 NOTICE Product IBelow Limited Availability (Contact Local VikingI.J!It 10220 VK200 1/2" 15 mm 8.0 115.2 Al, B2, Cl, D3 2-1/4" 57 10141 VK200 3/4" 20 mm 8.0 115.2 2-1/4" 57 Al, B2, Cl, D3 10169 VK200 -- 20 mm 8.0 115.2 2-1/4" 57 Al, B2, Cl, D3 Approved Temperature Ratings A-135F(57°C), 155°F(68°C), 175F(79C),200F(93°C), '6 °F (141 °C), and 360 F (182 °C) Approved Finishes - 135 °F (57 °C), 155 °F (68 °C), 175 F (79 °C), and 1 - Brass, Chrome, White Polyester4, and Black Polyester4 200 ¶ (93 C) 2 - Wax-Coated Brass (corrosion resistant) C - 500 °F (260 °C)5 3- ENT6 D - 155 °F (68 AC), 175 ¶ (79 °C), 200 ¶ (93 °C), 286 °F (141 °C), 360 °F (182 SC), and 500 °F (260 °C)5 Footnotes 1 Base part number is shown. For complete part number, refer to Viking's current price schedule. 2 Metric K-factor shown is for use when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. This table shows the listings and approvals available at the time of printing. Check with the manufacturer for any additional approvals. Other colors are available on request with the same Approvals as the standard colors. Sprinklers of Ultra-High temperature rating are intended for use inside ovens, dryers, or similar enclosures with normal operating temperatures above 300 °F (149 CC). Where the ambient temperature around the Ultra-High temperature rated sprinkler is significantly reduced below 300 °F (149 °C), the response time of the Ultra-High temperature rated sprinkler may be severely retarded. FM approved as corrosion resistant. °The 1/2" NPT Large Orifice Sprinkler is listed and approved for retrofit only when installed in accordance with NFPA 13. DESIGN CRITERIA - FM (Also refer to Approval Chart 2.) FM Approval Requirements: The Viking Micromatic® Standard Response Upright Sprinkler VK200 is is FM Approved as standard response Non-Storage upright sprinkler as indicated in the FM Approval Guide. For specific application and installation requirements, reference the latest applicable FM Loss Prevention Data Sheets (including Data Sheet 2-0). FM Global Loss Prevention Data Sheets contain guidelines relating to, but not limited to: minimum water supply requirements, hydraulic design, ceiling slope and obstructions, minimum and maximum allowable spacing, and deflector distance below the ceiling. NOTE: The FM installation guidelines may differ from cULus and/or NFPA criteria. PORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to page F_080614 for neral care, installation, and maintenance information. Viking sprinklers are to be installed in accordance with the latest edition of Viking technical data, the appropriate standards of NFPA, FM Global, LPCB, APSAD, VdS or other similar organiza- tions, and also with the provisions of governmental codes, ordinances, and standards, whenever applicable. Form No. F_032814 16.06.30 Rev 16.2 Replaces Form No. F_032814 Rev 16.1 (Added PNs for CCCF approved sprinklers.) ZURN Model 375A WILKINS Reduced Pressure Principle Assembly Application Designed for installation on potable water lines to protect against both backsiphonage and backpressure of contaminated water into the potable water supply. The Model 375A provides protection where a potential health hazard exists. Ideal for use where LeadFree* valves are required. Standards Compliance ASSE® Listed 1013 AWWA Compliant C511 (with gates only), and C550 IAPMO® Listed CSA® Certified UL® Classified C-UL® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California. NYC MEA 484-04-M Meets the requirements of NSF/ANSI 61* *(025% MAX. WEIGHTED AVERAGE LEAD CONTENT) Materials Main valve body Ductile Iron ASTM A 536 Access covers Ductile Iron ASTM A 536 Coatings NSF Approved electrostatic epoxy finish Internals Stainless Steel, 300 Series NORYLTM Fasteners & Springs Stainless Steel, 300 Series Seal rings EPDM (FDA approved) 0-rings Buna Nitrile (FDA approved) Sensing line Stainless Steel, braided hose Features Sizes: 2 1/2*, 311* 4", 6", 8", 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 *2 1/2 & 3" sizes use 4" body & reducer couplings Dimensions & Weights (do not include pkg.) (with NRS gates) Options (Suffixes can be combined) El - with flanged end NRS gate valves (standard) El FSC - with epoxy coated Wye type strainer (flanged only) El G - with grooved end NRS gate valves El GF - with grooved inlet gate connection and flanged outlet gate connection El FIG - with flanged inlet gate connection and grooved outlet gate connection El L - less shut-off valves (grooved body connections) El MS - with Integral Relief Valve Monitor Switch U OSY - with flanged end OS&Y gate valves El OSYG - with grooved end OS&Y gate valves El BIG - with grooved end butterfly valves with integral El supervisory switches El BF - with flanged end butterfly valves with integral supervisory switches O —509 - with AWWA C509 gate valves Accessories El Repair kit (rubber only) U Thermal expansion tank (Model XT) 0 OS & Y Gate valve tamper switch (OSY-40) U Air gap (Model AG) El Electronic Solenoid Timer (Model EST) 0 QT-SET Quick Test Fitting Set MODEL 375A with OSY & FSc option f WEIGHT MODEL 375A SIZE in. mm WITHOUT GATES lbs. I kg WITH NRS GATES (GXF) lbs. I kg WITH OS&Y GATES (GXF) lbs. I kg WITH NRS GATES (GXG) lbs. I kg WITH OS&Y GATES (GXG) lbs. I kg WITH BUrTRY VALVES (GXG) lbs. I kg WITH BtJrTWY VALVES (GXF) lbs. kg 21/2 65 97 44 191 87 199 90 183 83 191 87 139 63 149 68 3 80 96 43 211 96 217 98 201 91 207 94 141 64 154 70 4 W083 38227 96 1 59 153 69 6 150 136 62 356 162 372 169 326 148 342 155 210 95 240 109 8 200 305 139 757 344 781 355 757 344 757 344 449 204 ~260 495 5 250 358 162 985 447 1043 473 22 10 863 391 921 AiA 17A MODEL AH B f Relief Valve ] C D discharge port: Attention: Model 375A (grooved 2 1/2 - 6' - 2.75 sq. in. body) and Model 375 (flange body) 8' - 10° - 3.69 sq. in. have different lay lengths. DIMENSION (approximate) MODEL 375A SIZE in. mm A in. I mm A WITH LESS BUTTERFLY VALVES in. mm B GATE VALVES in. mm C in. I mm D in. mm E OS&Y OPEN in. I mm E ossy CLOSED in. mm E NRS GATE in. mm E WITH BUTTERFLY VALVES in. I mm F in. I mm G in. mm H in. I mm 21/2 65 351/8 892 321/8 816 201/8 511 41/2 114 71/4 184 163/8 416 137/8 352 113/8 289 81/4 210 11 279 451/4 1150 95/8 247 3 80 361/8 918 33 838 201/8 511 41/2 114 71/4 184 187/8 479 155/8 397 123/8 314 81/2 216 11 279 467/8 4 100 381/4 972 331/4 845 197/8 505 4 114 8 203 223/4 578 181/4 464 143/4 375 9 229 11 279 533/8 1356 6 150 471/4 1200 401/4 1022 257/8 657 51/2 140 10 254 301/8 765 233/4 603 19 483 101/4 260 123/8 314 653/8 1191A E 200 62 1575 55 1397 381/2 978 10 254 11 279 1661 8 373/4 959 291/4 743 221/2 572 12 305 15 3/8 391 86 3/8 2194 10 250 645/8 1641 59 1499 381/2 978 10 254 12 305 453/4 1162 353/8 899 26 1/2 673 13 330 153/8 391 943/8 Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1 L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Rev. G Date: 4/17 Document No. BF-375A Product No. Model 375A Pagel of 2 103 W 34 U, w ° 1600 252.4 69 uj Co 34 if g S-0 4000 0 1000 2000 FLOW RATES (GPM) 3000 138- 4 103 0 DIRECTION OF FLOW r) Flow Characteristics 0 Rated Flow (established by approval agencies) MODEL 375A 2-1/2" - 3" (STANDARD AND METRIC) FLOW RATES (1/s) 6.3 12.6 18.9 25.2 31.5 — r 'ui / ---- -- ---- ---- - — ---- -- ----- — ---- ---- ---- ---- - ---------------- - u1 - ..— ---------------- - ['I' .1111 -LIII 100.9 103 - - i 69 0 0 400 800 1200 FLOW RATE (GPM) MODEL 375A 8" & 10" (STANDARD AND METRIC) FLOW RATE (kpa) o 63.1 126.2 189.3 & 20 U, 15 U) 10 .Typical Installation Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a mini- mum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. Capacity thru Schedule 40 Pipe (GPM) Pipe size 5 ft/sec 7.5 ft/sec 10 ftisec 15 ft/sec 21/2" 75 112 149 224 3 115 173 230 346 4 198 298 397 595 6' 450 675 900 1351 8' 780 1169 1559 2339 10 1229 1 1843 2458 1 3687 12' 1763 1 2644 3525 1 5288 DIRECTION OF FLOW c INDOOR INSTALLATION (375A with BG option) OUTDOOR INSTALLATION (375A with FSC option) Specifications The Reduced Pressure Principle Backf low Prevention Assembly shall be certified to NSF/ANSI 61, ASSE® Listed 1013, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536), the seat ring and check valve shall be NORYLTM, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall .be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Principle Backflow Prevention Assembly shall be a ZURN WILKINS Model 375A. Zurn Industries, LLC I Wilkins 1747 Commerce Way, Paso Robles, CA U.S.A. 93446 Ph. 855-663-9876, Fax 805-238-5766 In Canada I Zurn Industries Limited 3544 Nashua Drive, Mississauga, Ontario L4V 1L2 Ph. 905-405-8272, Fax 905-405-1292 www.zurn.com Page 2 of 2 25.00 20.00 5.00 . S . 2.5" Metraflex Fireloop Pressure Drop I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I -I-.-L-4.- -4I--4-4- _-4-4--I--- --I--I ------------- ----- -44-4-- --- ______ I I I I I I I I I I ! I I I I I I I I --_L _IL - - - - ________ _______ :E:E:E:: : :E:: 1 It 11 1 = F _ IIE EEE I III I IE - - - - - - - - : : -r -r -rr- -- T7 ---I - ----- tt:: :ii: --- -- EEE 0 50 100 150 200 250 300 Flow Rate (GPM) 350 400 450 500 <ax. for pipos /n motion www.fireloop.info 312-738-3800 ®?DLCO C® US LISTED Cone Point 0 Set Bolts A Set Bolts eh Included Cone Point Set Bolt B UL Horizontal Design Load Maximum Design load Across Beam 2015 lbs. (8.96kN) Maximum Design Load Along Beam 2015 lbs. (8.96kN) All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified. 58 Fire Protection Solutions B-Line by ETN Seismic Bracing Fig. 828 - Universal Sway Brace Attachment to Steel .Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For thicknesses less than /8" (9.4mm) refer to Fig. 825 and Fig. 825A. Material: Steel Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, * welded steel trusses, etc.. Secures brace to structure either across or along the beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Underwriters Laboratories Listed in the USA (UL) and Canada (cUL). For FM Approval information refer to page 59. Installation Instructions: The Fig. 828 is the structural attachment component of a longitudinal or lateral sway brace assembly. It is intended to be combined with a TOLCO transitional attachment, 'bracing pipe and a TOLCO braced pipe' attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt )B). Install a TOLCO swivel fitting (Fig. 980, 910, 909, or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting. Finish: Plain or E)ectro-Galvanized Approx. Weight/100: 275 Lbs. (124.7kg) Order By: Figure number and finish Patent #6,098,942, #8,534,625 .Canada Patent #2,286,659 Patent Pending -------------------------- Beam, truss, Beam, truss, or girder or girder Fig. 828 Show Fig. y pivot in any direction Fig. 828 with 80 Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from W Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined ith products not provided by Eaton's B-Line Business. ------------ ---------------------------- Beam, truss, Beam, truss, or girder or girder ------------ Fig. 828 May pivot in an direction with 980 Seismic Bracing Fig. 828 - Universal Sway Brace Attachment to Steel ®IOLCO .Size Range: One size accommodates all Fig. 900 Series sway brace attachments. Fits from /8" (9.4mm) to /8" (22.2mm) thick steel structure. For APPROVED thicknesses less than /8" (9.4mm) refer to Fig. 825. Material: Steel Cone Point Set Bolts A Function: To attach sway bracing to various types of steel structural members. Features: Permits secure non-friction connection without drilling or welding. Unique design allows offset placement on wide flange beam, I-beam, C-channel, open web, Set Bolts welded steel trusses, etc.. Secures brace to structure either across or along the r4 Included beam. Break-off set bolts allow for visual verification of proper installation torque. Approvals: Factory Mutual Approved (FM). For UL Listed information refer to page 58. Installation Instructions: The Fig. 828 is the structural attachment Cone Point component of a longitudinal or lateral sway brace assembly. It is intended . Set Bolt B to be combined with a TOLCO transitional attachment, 'bracing pipe' and a TOLCO "braced pipe" attachment to form a complete bracing assembly. NFPA 13 guidelines should be followed. To Install: Place the Fig. 828 on the flange of the beam, truss, or girder. Be sure the attachment is fully engaged to the rear of the opening. Tighten the cone point set bolts (A) until the heads break off. Tighten the cone point set bolt (B) until the head breaks off. Remove the flange nut from set bolt (B). Install a TOLCO swivel fitting Fig. 980 or any other TOLCO approved transitional fitting). Use flange nut to secure the swivel fitting. Finish: Plain or Electro-Ga Ivan ized - Approx. Weight/100: 275 Lbs. (124.7kg) ','. Order By: Figure number and finish Patent #6,098,942, #8,534,625 is Canada Patent #2,286,659 Patent Pending Designed to meet or exceed requirements of FM DS 2-8. FM Approved Allowable Horizontal Load* With Brace Perpendicular To Beam Brace Angle (degrees from vertical) 300 440 450-59° 60°-74° 750 900 1570 2220 1210 700 (6.98kN) 19.87kN1 (5.38kN) (3.11kN) Fig. 828 FM Approved Allowable Horizontal Load* With Brace Parallel To Beam Brace Angle (degrees from vertical) Shown with Fig. 980 300-440 450590 60°-740 750-900 690 970 1210 1330 (3.01kN) 14.31 kNI (5.38kN) (5.91 kN) FM Approved design loads are based on ASD design method. Eaton's B-Line Business seismic bracing components are designed to be compatible only with other B-Line bracing components, resulting in a listed seismic bracing assembly. B-Line's warranty for seismic bracing components will be the warranty provided in B-Line's standard terms and conditions of sale made available by B-Line, except that, in addition to the other exclusions from • B-Line's warranty, Eaton's B-line Business makes no warranty relating to B-Line's seismic bracing components that are combined with products not provided by Eaton's B-Line Business. All dimensions in charts and on drawings are in inches. Dimensions shown in parentheses are in millimeters unless otherwise specified Fire Protection Solutions 59 B-Line by f.N 01; dB !f 17 For RedBuiIt Open-Web Trusses and Red-I'" Joists Multiple Details for • For Use with RedBuiltTM Supporting Sprinkler Pipe Products Only Options to Add Carrying Capacity S RedBuilt.com • 1.866.859.6757 Welcome to RedBuilt RedBuilt is an exciting business offering building solutions for a broad range of commercial and custom residential applications. In addition to pioneering unique manufacturing technologies, RedBuilt provides world-class service and technical support for architects, specifiers and builders. RedBuilt gives you access to reliable, innovative products, including RedBuilt'" open-web trusses, Red-V" joists, and RedLam" LVL beams and headers. And we keep things simple: You'll work with just one service-oriented supplier to get all these products—plus the support you need to build smarter. RedBuilt: A family of brand-name building products... a source for innovative ideas and solutions... a supplier that's simpler to do business with. SPRINKLER SYSTEM INSTALLATION GUIDELINES Guide Assumptions The details in this guide are intended for use with RedBuilt" products only. The connections shown in the details will support the sprinkler pipes indicated or the loads shown, provided that the required loads have been included in the original design of the RedBuilt" open- web truss or Red-I" joist system. The hangers and installation methods shown in this guide are in accordance with the following design specifications: - NFPA 13 requires that hangers shall be designed to support five times the weight of the water- filled pipe plus 250 lbs at each point of piping support. Standard ferrous hardware referred to in NFPA 13/13R, such as U-hooks, eye rods, and steel trapezes, or accepted proprietary hardware, are the responsibility of others. - NFPA 13 requires that sprinkler piping shall be substantially supported from the building structure, which must support the weight of the water-filled pipe plus a minimum 250 lb temporary load applied at the point of hanging. Fasteners, such as lag screws and machine bolts, and structural wood hanger blocks are designed to support the weight of the water-filled pipe plus a temporary 250 lb load using values from the 2012 National Design Specification® For Wood Construction (NDS®). Assumed loads for water-filled steel pipes at 15' on-center spacing areas follows: Pipe Diameter 2 2½P 1 3 3½ 4 5 6 Load (lbs)il 77 1 118 J 162 1 202 1 246 1 352 1 475 Assumed loads for water-filled CPVC pipes areas follows: Pipe Diameter 1 j 21. 3 Load (lbs) 4 18 48 - Support OSpacing 6' 8' J 10' Earthquake bracing details (EQ1-EQ6 on pages 6 and 10) require that the system designer specify the frequency of the bracing. All wood hanger blocks are to be minimum No.2 grade spruce-pine-fir or equivalent, unless otherwise noted. For options beyond the scope of this publication, contact your RedBuilt representative. ABOUT THIS GUIDE This guide offers technical information and details for installing sprinkler systems in RedBuilt' open-web trusses and Red-1-joists. The information in this guide is intended for use with RedBuilt" products ONLY. 2 FASTENERS Follow tables on this page for proper choice and installation of fasteners. Follow tables on page 11 when cutting holes through Red-P joist webs. S Lead Hole Sizes Fastener Type Fastener Size Approximate Lead Hole Size Nails 0.162 diameter and larg 75% of nail diameter Wood Screws Larger than #8 70% of ota8r1eter Machine Bolts All Bolt diameter + ½z to /16" Lag Screws /4 diameter 1/8111 3/8" diameter Va diameter /4 (') /u diameter 5/(1) (1) Lead hole size applies to the threaded part of the lag screw. For the unthreaded length of the screw, the lead hole is equal to the shank diameter. Largest Hole and Fastener RedBuilr Hole Size Fastener Side . Product Side Top or Bottom Top or Bottom Red-V"-W" Not allowed 14(1) 16d (0.16 x 3/ lag(2) truss I nail Red-S" truss Not allowed YI 6 16d (0.16 x 3½1 nail 16d )0.162 x 3½") 16d (0.162" x 34") %"(hi Red-M', Red-H7' truss 1/4 (1) ¼" lag)°), 3/' lag(2), 4 0 #18 screw(2) 7/16"bolt)2)131 Re;rJoist Not allowed ~ange u J 10d)0'x3") wlagooh nail Red-I"" Joist See table on - - - Web page 11 May be increased to ½" if the location is a minimum of 6" away from a truss pin or any knot larger than /4" diameter. Requires prebored lead hole—see Lead Hole Sizes table. Maybe limited by applicable hole size. 3/u" lag allowed when joist flange width is greater than 11/4'. Only one hole may be drilled in any cross section of any chord or flange. Cutting or drilling oversized holes in the webs or flanges of RedBuilt" open-web trusses and Red-1-joists can weaken the structural integrity • of the member to the point where it will need to be repaired or replaced, sometimes at great expense. Proper installation of the allowed fasteners is equally important to the structural integrity of the open-web truss and Red-I's joist. Allowable Holes and Fasteners The tables at right show the largest fastener and lead hole sizes allowed in RedBuilt open-web trusses and Red-P joists. All holes and attachments made to the underside of a chord or flange shall be centered. See detail ion page 4 and detail 28 on page 9. Self-Tapping Screws Pre-drilled holes shall be used for screw systems with self-tapping or thread-cutting properties. Drive Screws Drive screws are not allowed in RedBuilt open-web trusses or Red-I'" joists. Lag screws Lag screws shall be installed in prebored lead holes with a wrench. Do not drive lag screws with a hammer. OPEN —WEB TRUSS DESCRIPTIONS Red-LTM and Red-WTM Trusses Red-STM Trusses Red-MTM and Red-HTM Trusses Top and Bottom Chords: Top and Bottom Chords: Red-L" trusses: Ph" x 3'/~" MSR lumber • Double 1½" x 2.3 RedLam" LVL Red-W'" trusses: 15/2" x 43/4 MSR lumber Preservative-treated open-web trusses are not available. 3 Top and Bottom Chords: Red-M"" trusses: Double 11/z" x 3'/" MSR lumber Red-H'" trusses: Double 11/2" x 5½ MSR lumber 1 Ceiling Flange Two-screw ceiling flange with two #18 x 11% wood screws into 1/8' lead holes Red-I" or Red-W" truss Hanger per NFPA 13 Two-screw ceiling flange with two #18 x 1W wood screws into 1/8' lead holes Red-S" Red-M" or Red-H'" truss Hanger per NFPA 13 OPEN-WEB TRUSS SPRINKLER DETAILS ALL REDBU!LTTM OPEN-WEB TRUSSES For Red-L" and Red-W" trusses, screws must line up along the center of the chord, ± '/" tolerance. For all double chord trusses, one screw must be positioned in the center of each chord, ±'A' tolerance. Flange may be attached to the top or bottom chord. If installing through a gypsum board ceiling, increase the fastener length by the gypsum board thickness. Maximum pipe size: 2" 2 U-Bolt with Steel Plate i' steel plate hreaded Ubl steel plate r1pr iiiuy uiu UU PIULrd on Section A-A top side of bottom chord Pipe size at maximum hanger spacing: 2' 4 Pipe Trapeze with Hanger Rod 3 Strap or Inverted U-Bolt U-bolts (where practical) or plumber's strap; bend strap to underside of chord and fasten to chord with one 8d (0.131' x 2W) nail each end of strap Pipe size at maximum hanger spacing: 3' (may be increased with special truss design) Pipe trapeze per NFPA 13(3' maximui Secure snugly with U-bolts (where pm or plumber's strap; bend strap to und of chord and fasten to chord with one 8d (0.131' x 21/2") nail each end of stm al restraint uired Hanger rod or support per NFPA 13; center between trusses Pipe size at maximum hanger spacing: 4" (may be increased to 6' with special truss design) 4 Angle iron, pipe trapeze or other approved crosspiece per NFPA 13 .Hanger rod or support per NFPA 13, center between trusses nto /8' lead hole. ,.. trapeze, use inverted U-hooks to secure to chord.) Angle iron, pipe trapeze or other anoroved crossDiece ner NFPA 13 rod or support per NFPA 13, between trusses On outside chords, /x' X 3' lag screws into 3/5' lead hole for 6' maximum pipe OPEN-WEB TRUSS SPRINKLER DETAILS RED-L, RED-W',M AND RED-STM TRUSSES 5 Trapeze on Sleepers Angle iron, pipe trapeze /8' diameter machine or other approved bolt through 2x4 crosspiece per sleepers—cinch tight (do NFPA 13 not crush steel webs) IWDouble 5A Pipe Trapeze With a pipe trapeze, use inverted U-hooks to secure to 2x4 Hanger sleepers bottom eper support pe NFPA 13, center '4' lag screw into between trusses 1/8' lead hole. Also see detail 5A. Hanger rod or support Detail 5A Pipe size at maximum hanger spacing: 6" 7 Strap or Inverted U-Hook on Sleepers 6 Beam Clamp (For Red-U" trusses only) Pipe size at maximum hanger spacing: 2" (may be increased to 4" with special truss design) 8 U-Hook on Sleepers Beam clamp. Certification of compliance to NFPA 13 to be provided by clamp manufacturer upon request. diameter eye rod or L-rod U-hook per NFPA 13 2W minimum (3' at mains) Double 2x_ sleepers diameter machine bolt ugh 2x_ sleepers; cinch tight not crush steel webs) .....k per NFPA 13 with '4' diameter lag screws or other standard fasteners Pipe size at maximum hanger spacing is 3". With special truss design, may be increased to 4" with 2x4 sleeper and 6" with 2x6 sleeper. /x' diameter machine bolts through 2x6 sleepers Double 2x6 sleepers diameter machine bolts through 2x6 sleepers—cinch tight (do not crush steel webs) Pipe size at maximum hanger spacing is 3". With special truss design, may be increased to 6". RED-MTM AND RED-HTM TRUSSES 9 Trapeze with Hanger Rod—Bottom Chord Pipe size at maximum hanger spacing: 2%" (may be increased to 6" with special truss design) 10 Trapeze with Hanger Rod—Top Chord Pipe size at maximum hanger spacing: 2W' (may be increased to 6" with special truss design) 5 OPEN-WEB TRUSS SPRINKLER DETAILS RED-MTM AND RED-HTM TRUSSES, continued 11 Coach Screw into Chord S /8" CO mt General Notes May be attached to top or bottom chord. Minimum coach rod penetration is 3". Rods shall be centered in the chords; ± 'A" tolerance on double chord trusses. If installing through a gypsum board ceiling, increase the fastener length by the gypsum board thickness. Maximum pipe size: 2" (may be increased to 2%" with special truss design) OPEN-WEB TRUSS SEISMIC DETAILS EQ1 For Loads Perpendicular To Open-Web Trusses Only Glued surfaces (must be clean and dust free). Flat block. Glue top and bottom surfaces with four 'A' beads of elastomeric floor adhesive that meets ASTM D3498 (AFG-01) requirements. Follow manufacturer's recommendations. 410or412 Flat block hanger block _-Vertical 2x4 block Light gauge strap Section A-A Light gauge strap (similar to Simpson Strong-Tie"" LSTA24 strap). Install with three 8d (0.131' x 2W) or lOd (0.148" x 3') nails at the ends of the straps. • Attachment per NFPA 13— at the center of the 4x_ hanger block. Other attachment locations are acceptable for one-half the allowable loads shown at right, provided the attachment falls within the bolt pattern and at least 4" from the bolts. 10' mm. II 101 01 2 101 ±2' 410 or 412 minimum hanger block. Support as shown with two ½" Vertical 2x4 diameter machine bolts block notched at each end. at the bottom to clear webs Allowable Horizontal Seismic Loads (Ibs) Angle to Vertical (9) 30'I I 60' 675 1,170 2,030 Loads are based on the controlling connection to the truss The capacity of the brace fastener to the wood block may limit the capacity of the detail (see NFPA 13). Loads include a 1.60 duration factor adjustment. 101 A Swivel sway brace fitting EQ2 For Loads Parallel or Perpendicular to Open-Web Trusses ½" diameter machine bolt centered between trusses %"x 11/2' lag screw / (1/8' lead hole required) centered on the underside of the top chord 5 11/2,' minimum /,u' diameter /iu' diameter /i" diameter Section A-A 2½' x 2½' x Yi' steel angle. Maximum length from joist to joist is 48". Allowable Horizontal Seismic Loads (Ibs) Angle to Vertical (0) I.45' .60' 305 I 390 I 430 Loads are based on the controlling connection to the truss Loads include a 1.60 duration factor adjustment. 6 RED-ITM JOIST DESCRIPTIONS 2.3' - —2W - —3W - —3W _31 lWmin 1½'min. 2W LJ 1~' min. 1W m S II 9W, 117 9W, 11/8' 1 1/8" 1l/8" 13/8 m7 Fl I1 Ii 11/8" /16 14'' 14'-16' II 14' -16 w tI i 11¼', w-4 11/8' 3/ Red-I45 U' Red-145 TMRed-I58"" Red-165 TM Red-I9OTM Red-I90HTM Red-I9OHSTM 1/8 (mm.) x 13/4' 1½' x l/' 1/s' (mm.) x 2.3' 1½' (mm.) x 2½' 1½' (mm.) x 3½' 1/4' x 3½' 2½' x 31/2' RedLam" LVL RedLamT" LVL RedLani" LVL RedLam" LVL RedLam" LVL RedLam" LVL RedLamT" LVL flanges with flanges with flanges with flanges with flanges with flanges with flanges with /8' OSB web /8' OSB web /8' OSB web J16' OSB web /16' OSB web /16' OSB web ½' OSB web For load capacities, bearing details, and other information, contact your RedBuilt representative RED-ITM JOIST SPRINKLER DETAILS (CPVC PIPE) 12 Surface-Mount Hanger with Double Fastener Filler block, minimum 2x6 x 6' tight to top flange Four sheet metal long, screws, #10 x 11/z" Maximum Pipe Diameter Ill 3" Install per NFPA 13 and 5 Filler Block Material 11 DF Or SPF manufacturer's instructions 14 Offset Hanger Filler block, minimum 2x6 x 6' long Four sheet metal screws, #10 x 11/z' [Maximum Pipe Diameter I 2' Install per NFPA 13 and 11 Filler Block Material DF or SPF manufacturer's instructions 16 Face-Mount Hanger 13 Surface-Mount Hanger with Single Fastener Filler block, minimum 2x4 x 6' long Four sheet metal screws, #10 x 11/2" Maximum Pipe Diameter 2' Install per NFPA 13 and Filler Block Material - DF or SPF manufacturer's instructions 15 Double Offset Hanger Filler block, minimum 2x4 x 6' long Four sheet metal screws, #10 x 1½" Maximum Pipe Diameter 1' Install per NFPA 13 and Filler Block Material DF or SPF manufacturer's instructions 17 Hanger at Web Hole Four #10 x 2' sheet metal screws from each end or five lOd (0.148' x 3") nails from each end. Maintain ¼' minimum edge distance and stagger. Minimum 2x6 hanger block, maximum 48' long. Bearing lange is acceptable but not required. Attachment h per NFPA 13 Neatly cut hole in joist web per Allowable Holes information on page 11 Maximum Pipe Diameter 2' Install per NFPA 13 and Maximum pipe diameter is 2'. Install per NFPA 13 Filler Block Material - DF or SPF manufacturer's instructions and manufacturer's instructions. 7 öBeam Clamp Two 16 (0.162"x 31/? nails per en 3/8 x2Y2'orWx lag screw (two place 2W minimum (3' at mains) 4x_ minimum hanger block U-hook per NFPA 13, center between joists Maximum pipe size: 3½" with 31s" x 2½" lag screw; 4" with ½" x 3° lag screw 24 Pipe Through Joist Hole cut neatly in the web of Red-I" joist according to hole tables on page 11 J-A Two 2x6 x 18' long, resting on bottom flange (see Section A-A inset) ½' diameter machine bolts with washers; cinch tight Inverted U-hook per NFPA 13; may be placed as shown or flat against web on the opposite side S RED-ITM JOIST SPRINKLER DETAILS ALL RED-ITM JOISTS 19 Rod with Hanger Block Two 16d (0.162' x 3W) for compatibility nails per end ,4Ø3ji I '%'x3' lag screw into 4x_ minimum a 'A' lead hole hanger block 211," minimum (3' at mains) Hanger rod or support per NFPA 13, center between joists Check flange and clamp dimensions Beam clamp. Certification of mpliance to NFPA 13 to be provided clamp manufacturer upon request. /8' diameter eye rod or L-rod ': Section A-A Minimum clearance Maximum pipe size: 4" 20 Rod with Side Bolt 2x8 x 18' long minimum, A, resting on bottom flange Section A-A Pipe Size Machine Bolt Diameter Minimum Clearance Upto2' /8' 2W' A't03° —11 1/2 3' 22 U-Hook with Hanger Block Maximum pipe size: 3" with ½" x 3" lag screw 21 Rod with Side Bracket 2x8 x 18' long minimum, resting on bottom flange \ Approved bracket per NFPA 13 clearance Hanger Minimum rod or support per — MIDA 1 Section A-A PipeSize - Machine Bolt Diameter Minimum Clearance Up to 2' W 1 3' 23 U-Hook with Filler Block Machine bolt with - washers; cinch tight anger rod or support per NFPA 13 Machine bolt with washers; cinch tight 2W 2x6 x 18' long, resting I,[ minirm /on bottom flange 2x6x18' long Two 1/2' diameter machine - bolts with washers; cinch tight U-hook per NFPA 13 Pipe size at maximum hanger spacing: 4° 2x6 x 18° long block: Install on one side for 4' diameter maximum; both sides for 6' diameter maximum rted U-hook per NFPA 13 Two 'A' diameter machine bolts with washers Section A-A Pipe size at maximum hanger spacing: 4" with block on one side; 6" with blocks on both sides. 8 Hanger rod or support per NFPA 13, center between joists Two /" diameter machine bolts per joist with 1" washers; cinch tight ao 16d (0.162" x 31%fl) dils per end Pipe strap or inverted U-hook, center between joists 2x6 x 18' long minimum, resting on bottom flange Two 16d (0.162' x 31/2") nails 4x_ minimum hanger block as required (see table below) Two /e" diameter machine bolts per joist with 1" washers; cinch tight 'A" maximum for flange widths ? 2; '4" maximum for - - flange widths <2" Hanger rod or support per NFPA 13 Ceiling flange with two x PA' lag screws or *18 x 11/I' screws RED-ITM JOIST SPRINKLER DETAILS ALL RED-ITM JOISTS • 25 Rod with Hanger and Filler Block 2x6 x 18" long minimum, resting on bottom flange 4x_ minimum hanger block as required. See Table A. Fastener as required See Table B. Locate fastener approximal 1' from the top of the block. 26 Pipe on Support Member Table A Distance Between Red-I"" Joists Wood Hanger Block Size 32" or less 44(1) 48" 46 96" 48 (1) For sprinkler main lines, wood hanger block size is 46 for 32 or less spacing. Table B Pipe Size Fastener 3" Wx3"lag_ 5" Y2" machine bolt 01) %" machine bolt (1) Requires minimum No.2 grade Douglas fir or southern pine hanger block. Distance Between Red-I' Joists Wood Hanger Block Size 32"orless 44 48" 46 96" 48 Pipe size at maximum hanger spacing: See Table B 27 Ceiling Flange Screw penetration into web is allowed Maximum pipe size: 2" 29 Coach Screw Into Flange Pipe size at maximum hanger spacing: 6" 28 Rod with Steel Angle Trapeze x 2" long lag screw Steel angle trapeze (3/16" lead hole required) i, 1/a" maximum Steel angle trapeze per NFPA 13 Hanger rod or support per NFPA 13, center between joists Pipe size at maximum hanger spacing is 4"'. Center pipe support between joists. S Screw penetration into web is allowed Maximum pipe size: 2" Minimum 2x6 x 18' long filler block N block with two lOd Fasten (0.148" x 3") nails, clinched s/a" coach rod into_ /i lead hole with 3' minimum maximum penetration per Section A-A NFPA 13 9 RED-ITM JOIST SEISMIC DETAILS FOR LOADS PARALLEL OR PERPENDICULAR TO JOISTS Gap (at top and bottom): f4" minimum f4" maximum Optional 2x_-]1_- Brace must for larger be in a plane seismic loads L Fl parallel with Fl the joist r Section A-A 3 Swivel Sway Brace (Parallel Loads Only) 2x_ attached with ten lOd (0.148 x 3") nails 4' mm. Brace and fitting per NFPA 13. Attach to 2x_ A block with W diameter bolt. Allowable Horizontal Seismic Loads (Ibs) Blocking Condition Angle to Vertical (0) 300 I 450 I 600 2x_ on one side 440 505 595 - - 2x_ on both sides 730 830 960 Loads are based on the controlling connection to the joist. Loads include a 1.60 duration factor adjustment. Loads may be increased when using Douglas fir blocking. Bolt threads must not start before passing through joist web. EQ5 Nailed Blocking Panel Glued surface LJ EQ4 Swivel Sway Brace with Filler Blocks ivel sway brace fitting W diameter bolt Allowable Horizontal Seismic Loads (Ibs) Angle to Vertical (0) 300 I 45' I 60" 555 I 620 I 690 Loads are based on the controlling connection to the joist Loads include a 1.60 duration factor adjustment. EQ6 Blocking Panel in Hangers Glued surface 8 x 2W long (minimum) wood crews (6 each side) 2x6 x 120 filler block each side of ed-F" web under top flange Nail through joist webs to end of ,0 4x_ with eight lOd (0.148' x 3") nails each side. Stagger For pipes that pass or 4x12 with through joists, see if necessary to notches cut to fit around joist the hole tables on avoid splitting, flanges. Gap between 4x_ and page 11 joist flange to be ½' maximum. 2x12x12' filler block Simpson Strong-Tie" U410hanger(or 412 equivalent) ,tt"' hanger block Allowable Horizontal Seismic Loads (Ibs) Clinch nails Allowable Horizontal Seismic Loads (Ibs) Angle to Vertical (0) 30' I 450 60' 3400) I 590(2) 1 600 400 if connection is centered on the 4o_. 600 if connection is centered on the 4x_. Loads are based on the controlling connection to the joist. The capacity of the brace fastener to the wood block may limit the capacity of the detail (see NFPA 13). Loads include a 1.60 duration factor adjustment. General Notes For loads parallel to the joists, make attachment to the hanger block in the upper half of the block. Glue surfaces with elastomeric floor adhesive that meets ASTM D3498 FG-01) requirements. Follow manufacturer's recommendations. Glued faces must be clean and dust free. Make attachment per NFPA 13 near the center of the 4x block. Fastener must be at least 7 diameters from the end of the block and 4 diameters from all other edges. Angle to Vertical (8) 30' 45-I. 60- 400 I 690 I 1,195 Loads are based on the controlling connection to the joist The capacity of the brace fastener to the wood block may limit the capacity of the detail (see NFPA 13). Loads include a 1.60 duration factor adjustment. General Notes Before installing in hangers, glue the top face with four '4" beads of approved elastomeric floor adhesive that meets ASTM 03498 (AFG-01) requirements. Follow manufacturer's recommendations. Glued surfaces must be clean and dust free. Attach hanger and filler block by nailing through the hanger, block and Red-I"' joist web with ten lOd (0.148" x 3') nails and clinch. For loads parallel to the joists, make attachment to the hanger block in the upper half of the block. Make attachment per NFPA 13 near the center of the 4x block. Fastener must be at least 7 diameters from the end of the block and 4 diameters from all other edges. 10 RED—I JOIST ALLOWABLE HOLES .i Do not cut, drill, or notch flanges Minimum distance Minimum distance 1'/2 hole may be from Table 11,6" knockouts at approximately from Table B cut anywhere in 12' on-center available in most A ,'\ I web outside of joist series. Joists may be oriented I ______ hatched zone with knockouts at top or bottom. L_______ Joist 0 10 __ i• ill.. I 2xD V I 2xL2 L1 minimum - D1 Grouped holes are permitted if group -L2 minimum - 6' perimeter meets the requirements (applies to al) for round or square holes / (applies to all holes except holes except knockouts) For rectangular holes, L2 is the longest knockouts) horizontal or vertical measurement not cut FT Do 6' holes larger than 1',6'in cantilever fl, TABLE A: End Support or Simple Span Minimum distance from edge of hole to inside face of nearest support TABLE B: Intermediate or Cantilever Support Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 0 Round Hole Size 2" I 4' I 6' I 8' 1 10' 1 12' 1 14' I 16' I 18' I 20' Q Round Hole Size 2' I 4' I 6' I 8' I 10" I 12' I 14" 1 16' I 18' 1 20" Joist Depth Joist Series 0 Square or Rectangular Hole Size 12 25" s" 1 6' r &s' Jio.s'I 13' Square or Rectangular Hole Size US' 1 25' 4' 5'16' T 1 BY 95' 1451/145 r-o' 26' 4'-0' - - - - - - - r-o" 26' 5'O' - - - - - - - 9½' I58/I651'-6"3O'5'-O' - - - - -I- - 1-6" 4o'66' - - - - - - - 190 2'-O"3'-6'5'-6' - - - - - - - 3-0" 5-6" 8O' - - - - - - - I45L/I451'-0'2'-0'3'-6'5'-0" - - - - - - 1-0" 2'-O'4' -O"6'-6' - - - - - - 158/165 -6" 30' 4'-6" 6'-6' - - - - - - r-a' -0" 5'4' X-6- 117/8- 190/I90H l'-6" T-6' 5-6" 7-0" - - - - - - 2-0" 4-6" 7'-6'1O' -O' - - - - - - I90HS2'-0'4'-0'6-6' - - - - - - - 3-6' 6-0' 9-0' - - - - - - - 145L/1451' -0'2' -0'3' -0"4' -O'6' -O' - - - - - 1-0" 1-0' 30' 5O'76' - - - - - I58/1651' -0'2'-6'4'-0"5'-6'8'-O" - - - - - 1'-0'1'-6' 4-0' 7-0' 10'-6" - - - - - 14' I90/I90H1'-0"3'-0'5-0"6'-6"91-0' - - - - - 1-0' 3-6' 6-0' 9'-0"12'-6' - - - - - I90HS 2'-0"4'-0"6'-0"8'-0' - - - - - - 4-0' 6'-6' 9-0' 11-6" - - - - - - I45/I651'-0'1'-6'3'-0'4'-0'5O"80' - - - - 1-0" 1-0' 2-0' 4'-O'6' -6'1O' -O" - - - - 158 1-0" 1"-6"3'-0'4'-6"66'9'-6' - - - - 1-0' 1,-0' 2-0" 4O'66'100' - 16 I90II90H1'-0"2'-0'4'-0'6'-0'8'-6'10'-6'- - - - 11-0" 1-6' 4'-6" 8'-0'11'-0"146' - - - - 6-fl" 6-fl' 10-fl' - - - - - R'-O' 6-fl" 8-6" T 11-6' 14-0' - - - - - I45/I65i'-O"1'-0'2'-6'3'-6'4'-6"6'-0'90' - - - 1-0' 1-0' 1-0" 2-6" 5'-0" 8'0' - - - 18" I90/I9oH1'-a'1'-a'2'-6'5'-0"7'-0'9'-6"12'-6' - - - 1-0" 1-0' 2-6" 5-6' 9,-a' 12'-6'17O' - - - I90HS 2-0" 4-0" 6-0" 8'-' 10-0" 12-0' - - - - 2-6" 5-6" 8-0' 11-013-6' 16-6" - - - - 145/165 1'-0'1'-0'2'-0"3'-0'4'-0"5-0"70'10'-6' - - 1-0' 1 1-0' 1 1-0" 1-0" 1 3-6" 60"90'136' - - 20" I90/I90H1'-' 1-0' 2-0' 4-0' 6-0" 8'-0"11'-0'14'-O' - - 1-0' 1-0' 1-0" 3-6" 7-0' 10'-6"14'-6'196' - - I90HS 2'-0'4'-0"6'-0"8'-0'9'-6'11'-6"14'-0' - - - 2 -0" 5-0" 7-6" 10'-6"13'-6'16'-0"19'-6" - - - 165 1'-0'1'-0'1'-6'2'-6"3'-6'4'-6'5'-6"7'-&'11'6' - 1-0' 1-0' 1-0" 1-0' 2-0" 4-6" 7-0' 10'-0"15'-O" - 22' I90/I90H 1-0" 1-0" 1-0' 3-0" 5-0" 7-0" 9-0' 12-6' 16O' - i-a' i'-o' 1-6" 4-0" 6'-6" 9'-6' 12-0' 16-0' - - TQflI.I 7-fl" 1'-fl" 6-fl" 6-fl' 8-6' 11-6' fl'-6" 16-6" - - 1,-fl" '-fl' 6-fl' 8-0' 17-6' ic-n" 18-6' 165 a' j 1'-6" j 26' ' 40' ' 60" 1 76" 1O? - 0" a' 6' " 4'-6" 60' 76' - 24'-26' I90/I90H 1-a" 1-0" 2-0" 3-6" 5-0" 6-6" 8-6' 10-6' 14!-6::W 1-6' 3-0' 4-6' 6-0" 7-6" 9-0" 11-0' 14-0" 186' - I90HS 2-0" 4-0' 6-0" 7-6" 9-6" 11-6" 13-6' 15,-a' 18-0' - 1-6' 4-0' 6-6' 9-0' 11-6" 14-0' 17-0" 20-0' 23-0' - 165 28"-32' General Notes Tables are based on maximum allowable uniform loads. Bold italic cells indicate 2000 lb concentrated load spread over two joists has not been considered. Use RedSpec'" software or contact your RedBuilt technical representative if concentrated load check is required. Holes may be located vertically anywhere in the web. Leave ½' of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. Do not cut holes in cantilever without consulting your RedBuilt representative. S • Knockouts are located in web at approximately 12' on-center; they do not affect hole placement. • Interpolation between holes sizes shown in the tables is allowed. WARNING: Drilling, sawing, sanding or machining wood products generates wood dust, a substance known to the State of California to cause cancer. How to Use Tables A and B Determine the hole shape and size. For rectangular holes, use the largest dimension. Sizes shown in the tables are hole sizes, not duct sizes. Determine the Red-I" joist series and depth. Determine the type of support on each side of the hole. If the Red-I" joist is continuous over a support, use both tables. Find the table cell at the intersection of the Red-I" joist and the hole. The measurement shown is the minimum distance from the edge of the hole to the inside face of the support. Maintain the minimum required distance from both supports. For other hole sizes, hole locations, or loads, use RedSpec" software or contact your RedBuilt technical representative. 11 SERVICE AND SUPPORT YOU CAN COUNT ON. RedBuilt is committed to creating superior structural solutions. How? By offering efficient structural building products supported by a broad range of services. Our team of RedBuilt representatives—one of the industry's largest—isn't afraid to get its hands dirty. We can help with technical information, installation questions or code compliance. At RedBuilt, our goal is to help you build solid and durable structures. A limited warranty for our products is in effect for the expected life of the building. Call us with a problem that you believe may be caused by our products, and our representative will contact you within one business day to evaluate the problem and help solve it—GUARANTEED. CONTACT US REPRESENTATIVE INFORMATION D]D This document supersedes all previous versions If this Is more than One year old, contact your dealer or RedBuilt representative