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HomeMy WebLinkAbout2772 GATEWAY RD; BLDG E; AS060264; Permit8/17/22,10:24 AM AS060264 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2772 GATEWAY RD Permit Type: SPRINK Parcel No: 2132630800 Lot #: 0 Permit No: AS060264 Status: ISSUED Applied 11/9/2006 Approved: 11/9/2006 Reference No.: Issued: 11/9/2006 PC #: Inspector: Project Title: BRESSI RANCH BLDG. F SIX FIRE SPRINKLER INSPECTIONS Applicant: Owner: SHASTA SOUTHWEST BRESSI SPECTRUM LLC SUITE B C/O KENNETH R SATTERLEE 345 NO. MARKET PL 4350 EXECUTIVE DR #301 ESCONDIDO, CA SAN DIEGO CA 760-480-9210 Fees ($) Add'I Fees ($) Total ($) Balance ($) 372 0 372 0 1/1 Flow Hydrant SHASTA SOUTHWEST 345 NORTH MARKET PLACE A FIRE PROTECTION COMPANY ESCONDIDO, CA. 92029 CA. LIC. #579318 C-16 (760) 480 - 9210 FAX: 760-480-9231 FLOW TEST REPORT Test location: Intersection of Palomar Airport Road & Melrose Drive. Date: 8/19/06 Time: 9:15 AM Static pressure: 120 PSI Residual pressure: 115 PSI Port size: 2 1/2" Pito pressure: 95 PSI Flow: 1650 GPM Performed by: Shasta Southwest & Carlsbad Fire Department Witness: Carlsbad Water Department Paul Farley lOom 2DO.'ft: OOtVahoe Inc -08/17/2006 02:12 FAX Flow Test Record Test Hydrant Location c P'.kMe- Aprc . Hydrant ID No. SizMain Static ............. V7. c Residual ......... It S• Pressure Drop.. S - (PD! I).... K factor for PDI I 2 Flow Hydrant(s) Hydrant I location ?'a AL /4-' 1b Hydrant 2 location u-PA OF P46 ' Hydrant 3 location Hydrant 1 Pitot_- PSI OPM: Size of Orifice_ Hydrant 2 Pitot PSI GPM: Size of Orifice V/2! Hydrant 3 Pitot PSI GPM: Size of Oritice__________ Total:________ (Qi) Calculated test and flow data - 0 x PD2 _k Q2 PDI'k Static..................... Desired Residual ....... 20 Pressure Drop (PD 2).. K factor PD 2:- V V x divided by equals GPM at 20 psi residual Q PD2k PDIk Q2 Comments: Test conducted for: &TL ,rz.Yr z. _ttS\ ôre_MCI.. Dit Conducted by; \&A ou VJAT 2. Mrr-JT Date: / Time:a I ..-.. . ew-, r ; JJ g=' Job Number: C637 ,tj Report Description: Building E 2nd Floor Job Number C637 Design Engineer RRA Job N.m. P5,00. BRESSI RANCH LOT 40 7604809210 - 760-480-9231 Address I State C.,tlficatiom'jcana. Number 2772 & 2774 Gateway Road 579318 Address 2 Ay4J 213-263-08-00 Carlsbad Fire Department City State Zip Code Job Site Carlsbad Ca 92009 E & F Density 0.200gpm/ft2 Area of Application .1500.00ft2 (Actual 1521.102) Most Demanding Sp.lottm Data Hose Streams 5.6 K-Factor 24.68 at 19.423 0.00 Covenage Per Sprinkler 123.38ft2 Number Of gpitntdene Calculated 13 System Pressure Demand System Flow Demand 103.782 617.62 Total Demand Pressure Result 617.62 @ 103.782 +15.406 (12.9%) . ChlKNOGhges . Node Flow(pr)m) Hose Flow(gDm) Static(øsi) Residual(Dsi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 1650.00 0.00 120.000 115.000 APPROVED 7VIBMITTED CARNBADFRE PARTMENT - ___________ -- I kU50.W, 00, 120000. 150p tatiePressure 135 120 120.000 105 - 1650.00115.000 — ?11,62103.782 CL 75 60 ystem demand curve 30 15 0- ''UUWLUUW'IIJLLIL 'jjjjjI tjjjjjjjj tttttllll _____ 2000 Poo 800 1000 1200 1133 1600 1800 Water flow, gpm ,©M.E.P.CAD, Inc. AutoSPRlNK®VR5v5.2.6 09/20/2006 11:52:44AM Paqe 1 Job Number: C637 ReDort Descrintion Ruildinn F 2nd Ffrmnr . '_. Job Number Design Engineer C637 RRA Job Nero. Stoic Certiitcotio,Vtic.n,e Number BRESSI RANCH LOT 40 579318 Address I AJ.ltJ 2772 & 2774 Gateway Road Carlsbad Fire Department Address 2 Job Slt 213-263-08-00 E & F City State Zip Code Dooming Name Carlsbad Ca 92009 BressPage2_E_F.cad - . Rernote(sY - Most Demanding Sprinkler Dots Occupancy 5.6 K-Factor 24.68 at 19.423 Ordinary Group II Hose Allowance At Source Density Atea ot Application 0.00 0.200gpm/ft2 1500.00ft2 (Actual 1521.102) Additional Hose Supplies Number 01 Sprinklers Calculated Coverage Per Sprinkler Node Flow(pDm) 13 123.38ft2 - AutoPeak Results: Pressure For Remote Arm(s) Adjacent To Most Remote Arm Hydrant At Node 2 250.00 Left: 91.810 Total Hose Streams 250.00 System Flew Demand Tote l Water Required (Including Hose ftjluwance) 617.62 617.62 Maximum Pressure Unbalance Is loops 0.000 Madman, Velocity Above Ground 20.55 between nodes 55 and 48 Mootmum Velocity Under Ground 2.75 between nodes 4 and 3 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 5821 .4.4ga1 WINIMMM SU...._. it , • + Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00 120.000 115.000 1650.00 119.188 617.62 103.782 15.406 Contractor Number Contact Name ,P4 A DAy Contact Site Contractor Name A5rA ,u-flWE -r Phone 1(,O-4Bc-;c Extension Addresst FdA Adorns Emod W. Rô,4. A 8 -ótLO4t. pc.J Ey City Tit.te Zip Code ELot4bt)C) Web-Site , 0 M.E.P.CAD, Inc. W AutoSPRINK® VRS v5.2.6 09/20/2006 11:52:45AM Page 2 ON _Oum jggDeviçes Job Number: C637 Report Description: Building E 2nd Floor Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Hydrant 2 250.00 - 250.00 0 105.212 Sprinkler 201 29.12 24.68 5.6 27.036 Sprinkler 202 27.39 24.68 5.6 23.920 Sprinkler 203 29.25 24.68 5.6 27.290 Sprinkler 204 34.38 22.80 5.6 37.682 Sprinkler 205 26.36 24.68 5.6 22.153 Sprinkler 206 33.51 22.80 5.6 35.801 Sprinkler 207 27.52 24.68 5.6 24.146 Sprinkler 208 33.35 22.80 5.6 -35.473 Sprinkler 209 25.33 24.68 5.6 20.461 Sprinkler 210 26.48 24.68 5.6 22.363 r Sprinkler 211 24.68 1 24.68 1 5.6 19.423 1 Sprinkler 212 25.45 24.68 5.6 20.657 Sprinkler 213 24.80 24.68 5.6 19.609 c Most Demanding Sprinkler Data , 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/20/2006 11:52:46AM Page 3 Job Number: C637 Report Descriotion: Buildina E 2nd Floor Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 24 11-3 PO(6'-7%) 103.901 25 27'-10% 2T(8'-8%) 96.690 26 25-10 PO(101-103%) 97.583 -- 27 27-10% 2T(8'-8%) 96.690 28 11-3 P0(6-7%) 103.901 29 25'-10 P0(10-103/4) 97.583 30 25'-10 P0(10-10%) 97.583 31 11-3 PO(6'-7%) 103.901 32 25-10 PO(10'-10%) - 97.583 33 11'-3 P0(6-71/2) 103.901 34 25-10 P0(10-10%) 97.583 35 11-3 P0(6-71/2) 103.901 36 25-10 P0(10-10%) 97.583 37 11-3 P0(6-71/2) 103.901 9 4-0 110.082 4 4-0 T(46'-2%) 107.096 38 25-10 PO(10'-lO%) 39.952 56 27-10% 2T(8'-8%) 37.180 3 4-0 E(14'-O) 106.989 10 4-0 LtE(19-7%) 110.082 57 27-10% T(5'-9Y4) 28.453 39 11'-2 P0(8-8%) 80.147 40 25-10 P0(10-103/4) 40.457 58 28'-l% 2T(8'-8%) 37.523 11 4-0 LtE(22'-O%) 107.082 59 27'-101/2 T(5'-9%) 25.185 60 28'-1% T(5'-9%) 28.719 41 11 '-2 P0(8-8%) 80.147 61 28-1 T(5-9Y4) 39.608 42 25'-10 P0(10-103/4) 42.126 62 28-1 2T(8'-8%) 39.988 63 27'-101/2 T(5'-9%) 23.331 64 28'-1 T(5'-9%) 37.638 65 28-1% T(5'-9%) 25.422 8 -3'-0 T(52'-93/4) 107.082 43 11'-2 P0(8-8%) 80.147 44 25-10 PO(10'-lO%) 45.520 12 4-0 T(52'-9%) 107.082 66 28-1 1(5-9%) 37.295 67 27'-101/2 T( '-9%) 21.556 68 28-1% T(5'-9%) 23.552 55 11'-2 LtE(6'-2%) 90.273 16 -8-0 Z 0.000 45 11-2 P0(8-8%) 80.147 46 26-10P0(10-10%) 48.908 50 1-0 102.293 5 4-0 104.055 69 28-1% T(5'-9%) 21.761 47 11 '-2 P0(8-8%) 80.147 48 25-10 P0(10-103/,) 52.232 49 11 '-2 P0(8-8%) 80.147 7 4-0 LtE(22'-O%) 106.968 - 6 -3-0 LtE(19'-7%) 104.164 15 -8-0 T(46-21/2) 0.000 19 -8-0 2T(67'-5) 0.000 14 -8'-0 E(21'-6%) 0.000 13 4-0 Hyd 0.000 18 -8-0 LtE(22'-O%) 0.000 17 -8-0 0.000 23 -8-0 2T(67-5) --0.000 22 -8-0 LtE(19'-7%) 0.000 i - 21 -8-0 LtE(19'-7%) 0.000 1 r- 20 -8-0 Z 0.000 1 S - 103.782 617.62 2 1-0 Hyd 105.212 250.00 201 27'-101/2 Spr(-27.036),T(5'-9%) 27.036 29.12 202 27-10% p!(-23.92o) _T(5'-9%) 23.920 27.39 203 28-1% Spr(-27.290),T(5'-9Y4) 27.290 29.25 1 204 28-1 Spr(-37.682),T(5'-9Y4) 37.682 34.38 1 205 27'-lO% Spr(-22.153),T(5-9Y4) -22.153 26.36 1 - 206 28-1 Spr(-35.801), 1(5-9%) -- - 35.801 33.51 207 28-1% Spr(-24.146), T(5'-9%) -- - 24.146 - 27.52 - 208 28-1 p!(-35.473). _T(5-9%) 35.473 33.35 209 27-10% Spr(-20.461),T(5'-9%) 20.461 25.33 210 28'-l% Spr(-22.363), T(5'-9%) - 22.363 26.48 211 27-10% Spr(-19.423),T(5-9%) - 19.423 - - 24.68 212 1 28-1% -20.657),T(5'-9%)--- --20.657 --25.45 , 0 M.E.P.CAD, Inc. J AutoSPRINK® VR5 v5.2.6 09/20/2006 11:52:46AM Page 4 4ft1ysis Job Number: C637 E 2nd Floor Node f, © M.E.P.CAD, Inc. ifi AutoSPRINK® VR5 v5.2.6 09/20/2006 11:52:46AM Page 5 Job Number: C637 Report Description: Building E 2nd Floor Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary AO 1.0800 Q=24.68 8.64 C=120 0.166616 10-C Pf 2.133 211 67 27-10% 27-10% q=24.68 K=5.6 19.423 21 .556 Spr(-19.423) E(2'-3%) 2-3Y 12-9Y Pe Pv BL 1.4080 0=50.01 10.31 C120 0.169133 10-6 Pt 1.775 67 63 27-10% 27-101/2 21.556 23.331 10'-6 Pe Pv BL 1.6390 Q=76.37 11.61 C=120 0.176621 10-6 Pt 1.854 63 59 27'-10% 27'101/2 23.331 25.185 10-6 Pe Pv BL 1.6390 0=103.76 15.78 C=120 0.311374 10'-6 Pf 3.268 59 57 27-10% 27'-lO% 25.185 28.453 10'-' Pe Pv BL 1.6390 0=132.87 20.21 C=120 0.492062 9'-0 Pf 8.727 57 56 27-10% 27'-10% 28.453 37.180 T(8'-8%) 8-8'! 17-8'! Pe Pv RN 2.1040 0=132.87 12.26 C=120 0.145810 2'-01/2 Pf 1.887 56 38 27'-10% 25'-10 37.180 39.952 PO(10'-10%) 10'-lO'/ 12-11 Y4 Pe Pv 0.885 CM 2.7030 0=132.87 7.43 C=120 0.043046 11'-8Y Pt 0.505 38 40 25-10 25-10 39.952 40.457 11'-8Y Pe Pv CM 2.7030 0=266.38 14.89 C=120 . 0.155861 1O'-8Y Pt 1.669 40 42 25'-10 25-10 40.457 42.126 10'-8Y Pe Pv CM 2.7030 Q=367.62 20.55 C=120 0.282840 I 12-0 Pt 3.394 42 44 25'-10 25-10 42.126 45.520 12'-Q Pe Pv CM 2.7030 0=367.62 20.55 C=120 0.282840 11'-l1'/ Pf 3.388 44 46 25'-10 25-10 45.520 48.908 j 11-11/ Pe Pv CM 2.7030 0=367.62 20.55 C=120 0.282840 1 1 V-9 Pt 3.323 46 48 25'-10 25'-10 48.908 52.232 1 V-9 Pe Pv CM 2.7030 0=367.62 20.55 C=120 0.282840 62'-31/2 Pf 31.683 48 55 25-10 11-2 52.232 90.273 5LtE(6'-2%), 1(18-7%) 49-8'! 112'-0Y Pe Pv 6.358 FR 2.7030 0=367.62 20.55 C120 0.282840 14-5'! Pt 7.612 55 50 11'-2 11-0 90.273 102.293 f(-0.000), 2LtE(6'-2%) 12'-5Y 26'-11 Pe Pv 4.408 UG 8.3900 Q=367.62 2.13 C=140 0.000855 7'- Pt 0.025 50 5 11-0 -3-0 102.293 104.055 LtE(22'-O%) 22'-O'/ 29-9'! Pe Pv 1.737 UG 7.9800 0=367.62 2.36 C=150 0.000961 8O'- Pt 0.109 5 6 -3'-O -3-0 104.055 104.164 EE(13'-7), LtE(19'-7%) 33'-2Y 113'-2Y Pe Pv UG 8.3900 0=367.62 2.13 C=140 0.000855 10-0 Pt 2.804 6 7 -3'-O 4-0 104.164 106.968 T(59'-4%), BFP(-2.700), E(30'1%), LtE(22'-O%) 111'-11'/Pe 121-11'! Pv UG 7.9800 0=367.62 2.36 C=150 0.000961 40-0 Pf 0.114 7 8 4-0 4-0 106.968 107.082 78-5'! LtE(19'-71/.), GV(6'-01/2), T(52'-3/4) 118-5'! Pe Pv UG 9.7900 0=367.62 1.57 C=150 0.000355 - 40-I Pt Pe Pv 0.014 8 4-0 107.082 4 4-0 107.096 40-I UG 9.7900 0=617.62 2.63 C=150 0.000927 160.21/ Pf 0.155 Pe -3.468 Pv 4 -3'-0 107.096 1 6'- 1 5-0 103.782 GV(6'-9), S 166-111 .... . Route 2 • • • AO 1.0800 0=24.80 8.68 C=120 0.168096 10'-6 Pt Pe Pv 2.152 213 28-1% q24.80 K=5.6 19.609 Spr(-19.609) 2-3'! 69 28'-l% 21.761 E(2'-3%) 12 -9% BL 1.4080 0=50.25 10.35 C120 0170632 10'- Pf Pe Pv 1.791 69 28-1% 21.761 68 28-1% 23.552 10- BL 1.6390 0=76.73 11.67 C=120 0.178182 10'- Pf Pe Pv 1.870 68 28'1% 23.552 65 28'-l% 25.422 10'- BL 1.6390 0=104.25 15.85_C=120 0.314120 10'- Pf Pe Pv 3.297 65 28-1% 25.422 60 28-1% 28.719 10'-' 1,©M.E.P.CAD, Inc. W AutoSPRlNK®VR5v5.2.6 09/20/2006 11:52:47AM Page 6 diummkç 4na1yis I Job Number C637 Report Description: 2nd Floor _Building _E Pipe Type Diameter Flow Velocity HWC Friction Loss ength Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.6390 0=133.50 20.30 C=120 0.496388 9-i Pf 8.803 60 58 28'1% 2811/2 28.719 37.523 T(8'-8%) 8'-8/ 17'-8Y Pe Pv RN 2.1040 0=133.50 12.32 C=120 0.147092 2'-3V N 1.941 58 40 28'-l% 25-10 37.523 40.457 P0(10-10%) 10-10! 13'-2Y Pe Pv 0.994 AO 1.0800 0=25.33 8.87 C=120 0.174837 0'- Pf 1.095 209 67 27-10% 27-10% q=25.33 K=5.6 20.461 21.556 Spr(20.461) T(5'-9%) 5'-94 6'-3YPv Pe • • • Route 4 • • AO 1.0800 0=25.45 8.91 C=120 0.176384 0-61 Pf 1.104 212 69 28-1% 28'-l% q=25.45 K=5.6 20.657 21.761 Spr(-20.657) T(5'-9%) 5'-9Y4 6'-3Y4Pv Pe ..... Route 5..... AO 1.0800 0=26.36 9.23 C=120 0.188168 1.178 1.178 205 63 27'-10% 27-10% q=26.36 K=5.6 22.153 23.331 Spr(-22.153) T(5'-9%) 0, 5.914 6'-34Pv Pe AO 1.0800 Q=26.48 9.27 C=120 0.189824 0'- 1189 210 28-1% 28-1% q=26.48 K=5.6 22.363 23.552 5'-94 68 Spr(-22.363) T(5'-9%) 6'-3Y Pvf AO 1.0800 0=27.39 9.59 C=120 0.202012 0'- N 1.265 202 59 27-10% 27-10% q=27.39 K=5.6 23.920 25.185 Spr(-23.920) T(5'-9%) . 5914 6'-3YPv Pe Go • •... Route 8 ..... AO 1.0800 0=27.52 9.64 C=120 0.203780 0' Pf 1.276 207 65 28-1% 28'-l% q=27.52 K=5.6 24.146 25.422 Spr(-24.146) T(5'-9%)L 5914 6-31 Pe Pv AO 1.0800 0=29.12 10.20 C=120 0.226243 0'-6 Pf 1.417 201 57 27-10% 27'-lO% q=29.12 K=5.6 27.036 28.453 Spr(-27.036) T(5'-9Y4) 5'-9Y. 6'-3YPv Pe Go •''••Route 10'..'' AO 1.0800 0=29.25 10.25 C=120 0.228209 0'-Pf 1.429 203 60 28-1% 28-1% q=29.25 K=5.6 27.290 28.719 Spr(-27.290) T(5'-9%) 5'-9Y 6'-3YPv Pe ••'•' Route 11••''' AO 1.0800 0=33.35 11.68 C=120 0.290861 04 5'-91/ 6'-31/ N Pc Pv 1.821 208 28-1 q=33.35 K=5.6 35.473 Spr(-35.473) 66 28-1 37.295 T(5'-9%) BL 1.6390 0=33.35 5.07 C=120 0.038147 9'- 9'- Pf Pe Pv 0.343 66 28'-1 37.295 64 28-1 37.638 BL 1.6390 0=66.86 10.17 C=120 0.138106 8'-31/2 8-8'! 17'-OY Pf Pe Pv 2.351 64 28'-1 37.638 62 28'-1 39.988 T(8'-8%) RN 2.1040 0=101.24 9.34 C=120 0.088164 2'- 10-10'! 13'-: Pf Pe Pv 1.160 0.978 62 28-1 39.988 42 25-10 42.126 P0(10-10%) Ga s **** Route 12 ..... AO 1.0800 0=33.51 11.73 C=120 0.293344 0'- 6-91 6-31 Pf Pe Pv 1.837 206 28-1 q=33.51 K=5.6 35.801 Spr(-35.801) 64 28-1 37.638 1(5-9%) • • ' • Route 13 ..... AO 1.0800 0=34.38 12.04 C=120 0.307576 0-I 5'-9Y Pf Pe Pv 1.926 204 28-1 q=34.38 K=5.6 37.682 Spr(-37.682) 61 28-1 39.608 T(5'-9%)6'-3Y BL 1.6390 0=34.38 5.23 C=120 0.040339 - 0'-81/3 8-8'! 9'-5 Pf Pe Pv 0.380 61 28-1 39.608 62 28-1 39.988 T(8'-8%) ••••• Route 14•••'• FM 6.0650 0=250.00 2.78_ C=120 0.002707 2-C Pt Pe Pv 0.043 1.734 2 11-0 q250.00 105.212 1-Cyd 14-C 3 -3'-0 106.989 E(14'-O) I 16-C UG 6.0900 0=250.00 2.75 C150 0.001756 10-C -- Pf Pe Pv 0.107 3 -3-0 106.989 50-iC 4 -3-0 107.096 GV(4'-7%), T(46'-21/2) 60'-l( , © M.E.P.CAD, Inc. fflAutoSPRlNK® VR5 v5.2.6 09/20/2006 11:52:47AM Page 7 Flow Downstream Job Number: C637 Report Description: Building E 2nd Floor HWC Friction Loss Length Pressure Pt Pn Fittings Eq. Length Summary Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487= Factor ( Value.Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 AO Arm-Over Diameter Inch BL Branch Line Elevation Foot CM Cross Main Flow gpm DN Drain Discharge gpm DR Drop Velocity fps DY Dynamic Pressure psi FM Feed Main Length Foot FR Feed Riser Friction Loss psi/Foot MS Miscellaneous HWC Hazen-Williams Constant OR Outrigger Pt Total pressure at a point in a pipe RN Riser Nipple Pn Normal pressure at a point in a pipe SP Sprig Pf Pressure loss due to friction between points ST Stand Pipe Pe Pressure due to elevation difference between indicated UG Underground Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DelV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° 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 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 Relief Valve PRV Pressure Reducing 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. fflAutoSPRlNK® VR5 v5.2.6 09/20/2006 11:52:47AM Page 8 Mph Job Number: C637 Reoort Descriotion: Buildina E 2nd Floor Supply at Node I 150-: - - 135— tatic Pressure 120— 120.000 - 650.00115000 105— 517.62 103.782- - 90—- - 75— a) 0 60—— System demand curve 45--- 30 111111111 111111111 111111111 111111111 111111111 ____ _____ p200 400 6 800 1000 1200 1400 1600 1800 2000 00 Water flow, gpm Hydraulic GripS Supply at Node 1 Static Res.. 120.000 Residual Pressuri 1650.00@ 115.000 Avillible Pr.ssuceI,me of list 119.188 @ 617.62 System Demand 617.62 @ 103.782 System Demand (lndudn9 Hose ujiowanc.) 617.62 @ 103.782 , © M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 09/20/2006 11:52:48AM Page 9 tlkth . 1. 9ydraullc \. pyer'Iew I fin '- -. - r p Job Number: C637 Report Description: Building E 1st Floor Job Number Ues,gn ufl9vreer C637 Job Name BRESSI RANCH LOT 40 RRA Phone Fpx 760-480-9210 760-480-9231 Address I State Centillcotiondjcense Number 2772 & 2774 Gateway Road 579318 Address 2 213-263-08-00 AM Carlsbad Fire Department City State Zip Code Job Site Carlsbad Ca 92009 E & F - Density Ayes of Application 0.200gpm/ft2 1500.00ft2 (Actual 1584.41ft2) Most Desnaodivrg Spniokten Data Hose Streams 5.6 K-Factor 25.00 at 19.930 0.00 Coverage Per Spsinkter Number Of Sprinklers Calculated 124.25ft2 14 System Pressure Demand System Flow Demand 101.677 679.04 Total Demand Pressure Result 679.04 © 101.677 +17.355(14.6%) 1 :- Chec&o)ntGaus . Node Flow(Qpm) Hose Flow(aøm) Static(øsi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(Qpm) 1 1650.00 0.00 120.000 115.000 APPROVED' J ITTED CARLSBAD FIRE DEPARTMENT Supply at Node 1(165O.0O 0.00, 120000, 115.000) 150 120 tatic Pressure 120.000 '1 1650.00115.000 r9r = 101.677— 00 CIL 41 S tem demand curve 45 15 0 - r tAIL" 1IIIJ 1111111' .LLLLIIL W.LLLW l.WJ.LLJJ liii lIlt 11111111 2000 800 1 030 1200 1400 1600 1800 Water flow, gpm ,©M.E.P.CAD, Inc. AutoSPRINKID 09/20/2006 11:45:51AM Page 1 I Job Number: C637 Reoort Descriotion: Buildino E 1st Floor Job Number Design Engineer C637 RRA Job Name State Ca tiftcatioMivense Nun,ber BRESSI RANCH LOT 40 579318 Address I AJIJ 2772 & 2774 Gateway Road Carlsbad Fire Department Address 2 Job Site 213-263-08-00 E & F City State Zp Code Dlledng Name Carlsbad Ca 92009 Bressi_Page2_E_F.cad . rRmoteAce(s) + - Most Demanding Sprinkler Data Occupancy 5.6K-Factor 25.00 at 19.930 Ordinary Group II Hose Allowance At Source Density Area of Application 0.00 0.200gpm/ft2 1500. 00f12 (Actual 1584.41ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(Qpm) 14 124.25ft2 Hydrant At Node 2 250.00 rictoPeok Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Tots t Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 679.04 679.04 - MaxImum Pressure Unbalance In Loops 0.000 Maarmum Velocity Above Ground 26.19 between nodes 39 and 52 Maximum Velocity Under Ground 2.89 between nodes I and 4 Volume capacity of Wet Pipes Volume capacity at Dry Pipes 5821 .44ga1 SO Hose Flow"Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 0.00 I 120.000 115.000 I 1650.00 119.033 679.04 101.677 17.355 Contu Contractor Number + Contact Name fLA Contact Tot. Contractor Ham. tA1A 150 UTWE-T Phone Extension Address I N.J MARKET ___ FAX E-rval LSAl.—. N.1 Address Coy - State Zip Code A Web-Site , 0 M.E.P.CAD, Inc. W AutoSPRINK® VRS v5.2.6 09/20/2006 11:45:52AM Page 2 ISOQflwing Devicps ., I Job Number: C637 Report Description: Building E 1st Floor Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) c> Sprinkler 101 25.00 25.00 5.6 19.930 Sprinkler 102 26.62 25.00 5.6 22.597 Sprinkler 103 26.34 25.00 5.6 22.129 Sprinkler 104 27.71 25.00 5.6 24.479 Sprinkler 105 27.44 25.00 5.6 - 24.008 Sprinkler 106 28.81 - 25.00 5.6 - 26.468 Sprinkler 107 28.58 25.00 5.6 26.038 Sprinkler 108 30.67 25.00 5.6 . 29.996 Sprinkler 109 30.93 25.00 5.6 30.505 Hydrant 2 250.00 250.00 0 103.077 Sprinkler 110 36.59 21.60 5.6 42.682 Sprinkler ill 33.41 25.00 5.6 35.596 Sprinkler 112 32.82 25.00 -5.6 34.350 Sprinkler 113 36.76 21.60 5.6 43.084 - Sprinkler 114 37.37 21.60 1 5.6 44.538 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/20/2006 11:45:52AM Page 3 Job Number: C637 Rennr Dsrintinn Ruildinn F 1t FIn,r Node Elevation(Foot) Fitings Pressure(psi) Discharge(gprn) 24 11-3 P0(6-772) 101.762 25 27-101/2 2T(8-8%) 94.551 26 25-10 P0(10-10%) 95.443 27 27-10% 2T(8'-8%) 1 94.551 28 11-3 PO(6'-71/2) 101 .762 29 25-10 P0(10-10%) 95.443 30 25-10 P0(10-10%) 95.443 31 11-3 PO(6-71/2) 101.762 32 25-10 P0(10-10%) 95.443 33 11-3 PO(6'-7%) 101.762 34 25-10 P0(10-10%) 95.443 35 11-3 P0(6-71/2) 101.762 36 25-10 P0(10-10%) 95.443 37 11-3 P0(6-7%) 101.762 9 4-0 107.942 51 11'-10 T(5-9%) 22.199 4 1 4-0 T(46'-2%) 104.961 38 1 25'-10 P0(10-10%) 65.534 3 j 4-0 E(14-0) 104.854 10 j 4-0 LtE(19-7%)107.942 39 11-2 PO(8'-8%) 51.4941 52 11-10 2T(8'-8%) 43.736 40 1 25'-10 PO(10'-10%) 65.534 11 4-0 LtE(22-0%) 104.942 41 11-2 P0(8-8%) 52.311 53 11-10 21(8-8%) 46.512 1 42 25-10 P0(10-10%) 65.534 8 4-0 T(52'-9%) 104.942 43 11-2 P0(8-8%) 54.887 54 11-10 T(8'-8%), T(5-9Y4) 51.300 44 25-10 P0(10-10%) 65.534 12 -0 4 T(52-9%) 104.942 55 11-2 LtE(6-2%) 85.368 16 -81-0 Z 0.000 45 11-2 P0(8-8%) 59.404 46 25-10 P0(10-10%) 65.534 50 1-0 99.907 5 4-0 101.678 47 1 11-2 P0(8-8%) 63.878 48 25'-10 P0(10-10%) 65.534 49 11'-2 PO(8'-8%) 68.301 7 4-0 LtE(22-03/4) 104.791 6 1 4-0 LtE(19'-7%) 101.823 15 1 -8'-0 T(46-21/2) 0.000 19 -8-0 2T(67'-5) 0.000 i 14 -8-0 E(21'-6%) 0.000 13 4-0 Hyd 0.000 18 1 -8'-0 LtE(22-03/.) 0.000 17 -8-0 0.000 23 1 -8-0 2T(67-5) 0.000 22 8'0 LtE(19'7%) 0.000 21 1 -8-0 LtE(19-7%) 0.000 20 1 -8-0 Z 0.000 1 5-0 S 101.677 679.04 101 1 - 11-10 Spr(-19.930) 19.930 1! 25.00 102 11-10 Spr(-22.597) 22.597 _26.62 103 _11-10 Spr(-22.129) 22.1291_26.34 - 104 11-10 Spr(-24.479) 24.479 L_27.71 105 11-10 Spr(-24.008) 24.008 27.44 106 1 11-10 Spr(-26.468) - - 26.468 28.81 107 1 11-10 Spr(-26.038) -- 26.038 28.58 108 1 11-10 1 Spr(-29.996) 29.996 30.67 109 11-10 Spr(-30.505) - 30.505 30.93 2 : - 1-0 Hyd 103.077 250.00 11 110 11-10 Spr(-42.682) 42.682 36.59 111 11-10 Spr(-35.596) - 35.596 33.41 112 _11-10 Spr(-34.350) 34.350 _32.82 113 _11-10 Spr(-43.084) 43.084 36.76 114 _11-10 Spr(-44.538) 44.538'377 0 M.E.P.CAD, Inc. 11AutoSPRINK® VRS v5.2.6 09/20/2006 11:45:53AM Page 4 - - Job Number: C637 Report Description: Building E 1st Floor 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 1.0800 0=25.00 8.76 C120 0.170635 5-2'! Pf 2.269 101 51 11-10 11'-10 q=25.00 K=5.6 19.930 22.199 Spr(-19.930) E(2-3%) T(5'-9%) 8-0'! 13'-3Y Pe Pv BL 1.4080 0=25.00 5.15 C120 0.046897 8'-6 Pf 0.398 51 102 11'-10 11'-10 22.199 22.597 8'-6 Pe Pv BL 1.4080 0=51.62 10.64 C=120 0.179340 10-6 Pf 1.882 102 104 11-10 11'-10 q=26.62 K5.6 22.597 24.479 Spr(-22.597) 10'-6 Pe Pv BL 1.6390 Q=79.33 12.06 C=120 0.189489 10,-6 Pf 1.989 104 106 11-10 11'-10 q27.71 K5.6 24.479 26.468 Spr(-24.479) 10'-6 Pe Pv BL 1.6390 0=108.14 16.44 C=120 0.336133 10-6 Pf 3.528 106 108 11.-10 11'-10 q=28.81 K=5.6 26.468 29.996 Spr(-26.468) 1 U-0 Pe Pv BL 1.6390 Q=138.81 21.11 C120 0.533484 10'-6 Pf 5.599 108 111 11-10 11-10 q30.67 K=5.6 29.996 35.596 Spr(-29.996) 10'-(Pv Pe BL 1.6390 0=172.22 26.19 C120 0.795066 1'-6Y Pf 8.141 111 52 11-10 111-10 q=33.41 K=5.6 35.596 43.736 Spr(-35.596) T(8'-8%) 8'-8'! 10'-2Y Pe Pv RN 1.6390 0=172.22 26.19 C=120 0.795066 0'- Pf 7.468 52 39 11.-10 11'-2 43.736 51.494 PO(8'-8%) 8'-8V g'-.y Pe Pv 0.289 CM 2.7030 Q=172.22 9.63 C=120 0.069552 11- Pf 0.817 39 41 11-2 11'-2 51.494 52.311 11._9 Pe Pv CM 2.7030 0=318.33 17.80 C=120 0.216710 11-b 1/5 Pf 2.576 41 43 11-2 11-2 52.311 54.887 11'-101/2 Pe Pv CM 2.7030 0=429.04 23.99 C=120 0.376434 12-0 Pf 4.517 43 45 11-2 11-2 54.887 59.404 12'-0 Pe Pv CM 2.7030 0=429.04 23.99 C=120 0.376434 11-10,7 Pf 4.474 45 47 11'-2 11'-2 59.404 63.878 11'-10'/Pv Pe CM 2.7030 0=429.04 23.99 C=120 0.376434 1 V-9 Pf 4.423 47 49 11-2 11'-2 63.878 68.301 11'- Pe Pv CM 2.7030 0=429.04 23.99 C=120 0.376434 32-11 Pt 17.068 49 55 11-2 11-2 68.301 85.368 2LtE(6'-2%) 12'-5Y 454 Pe Pv FR 2.7030 0=429.04 23.99 C120 0.376434 14-5'! Pf 10.131 55 50 11'-2 1-0 85.368 99.907 f(-0.000), 2LtE(6'-2%) 12'-5Y 26-11 Pe 4.408 Pv UG 8.3900 0=429.04 2.49 C=140 0.001138 7'-9 Pf 0.034 50 5 1-0 4-0 99.907 101.678 LtE(22'-O%) 22'-0Y 29-9'! Pe Pv 1.737 UG 7.9800 0=429.04 2.75 C150 0.001279 80'- Pf 0.145 5 6 -3-0 -3'-0 101.678 101.823 EE(13'-7), LtE(19'-7%) 33'-2Y 113'-2Y Pe Pv UG 8.3900 0=429.04 2.49 C=140 0.001138 10'-0 Pf 2.968 6 7 4-0 4-0 101.823 104.791 T(59'-41/), BFP(-2.829), E(30'-(1/,), LtE(22'-0%) 111-11'! 121-11'! Pe Pv UG 7.9800 0=429.04 2.75 C=150 0.007 40-0 Pf 0.151 7 8 4-0 4-0 104.791 104.942 LtE(19'-71/), GV(6'-01/), 1 T(52'-%) 78'-53/ 118'-53/ Pe Pv UG 9.7900 0=429.04 1.83 C150 0.000472 40'-1 40-I Pt Pe Pv 0.019 8 4-0 104.942 4 4-0 104.961 UG 9.7900 0=679.04 2.89 C=150 0.001105 160'-21/g Pt 0.184 4 1 4-0 5-0 104.961 101.677 GV(6'-9), S 6'- 166'-1 11 Pe -3.468 Pv ••••• Route2••••• BL 1.0800 0=26.34 9.23 C=120 0.187979 10'-( Pf Pe Pv 1.879 103 11-10 q=26.34 K=5.6 22.129 Spr(-22.129) 105 11-10 24.008 10-( BL 105 107 1.4080 11-10 - 11-10 0=53.78 q=27.44 11.08 K5.6 - C=120 24.008 26.038 0.193477 Spr(-24.008) I 10-C 10'-CPv Pt Pe 2.031 .,©M.E.P.CAD, Inc. fflAutoSPRlNK®VR5v5.2.6 09/20/2006 11:45:53AM Pages Job Number: C637 Report Description: 1st Floor _Building _E Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Upstream Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BL 1.4080 0=82.36 16.97 C=120 0.425603 10 Pf 4.467 107 109 11-10 11-10 q=28.58 K=5.6 26.038 30.505 Spr(-26.038) 10 Pe Pv BL 1.6390 0=113.29 17.23 C=120 0.366341 10' Pt 3.845 109 112 11-10 11-10 q=30.93 K=5.6 30.505 34.350 Spr(-30.505) 10- Pe Pv BL 1.6390 0=146.11 22.22 C120 0.586543 12'-q N 12.162 112 53 11-10 11-10 q=32.82 K5.6 34.350 46.512 Spr(;34.350) T(8-8%) 8-8Y 20'-8/ Pe Pv RN 1.6390 Q=146.11 22.22 C=120 0.586543 0-1 Pf 5.510 53 41 11-10 11-2 46.512 52.311 P0(8-8%) 8-8Y 9-4Y Pe Pv 0.289 BL 1.6390 0=36.59 5.56 C120 0.045267 8-101% Pf 0.402 110 113 11-10 11-10 q=36.59 K=5.6 42.682 43.084 Spr(-42.682) 8-1Y Pe Pv BL 1.6390 0=73.34 11.15 C120 0.163897 8-101% Pt 1.454 113 114 11-10 11-10 q=36.76 K=5.6 43.084 44.538 Spr(-43.084) 8-10YPv Pe BL 1.6390 0=110.72 16.84 C=120 0.351109 10-61/4 N 6.762 114 54 11-10 11-10 q=37.37 K=5.6 44.538 51.300 Spr(-44.538) T(8-8%) 8-8Y 19'-3 Pe Pv RN 1.6390 0=110.72 16.84 C=120 0.351109 0-1 Pf 3.298 54 43 11'-10 11-2 51.300 54.887 P0(8-8%) 8-8Y 9.43/ Pe Pv 0.289 FM 6.0650 0=250.00 2.78 C120 0.002707 2-( Pf 0.043 2 3 1-0 -3'-O q250.00 103.077 104.854 Hyd E(14-0) 14-( 16'-( Pe Pv 1.734 UG 6.0900 0=250.00 2.75 C150 0.001756 10'-( Pt 0.107 3 4 -3-0 -3-0 104854 104.961 GV(4-7%), T(46-2%) 50'-l( 60'-l( Pe Pv I Lenth s pd Fittings (c=120 orIy) 1 Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor CV e1uItiper 1 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/20/2006 11:45:53AM Page 6 I' I..1Y4a.4li'kJy.sis -' j Report . Job Number: C637 Description: Building E 1st Floor Pipe Type Diameter Flow Velocity HWC Friction Loss -----------Length I Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream _________________________________ I Total Length UntsLen - - - - - -. AO 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 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 45° Elbow Eel 11W Elbow Ee2 22W Elbow Flow Device 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 GIoV Globe Valve GV Gate Valve 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 Relief Valve PRV Pressure Reducing 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 f,©M.E.P.CAD, Inc. fflAutoSPRlNK®VR5v5.2.6 09/20/2006 11:45:53AM Page 7 Job Number: C637 Report Description: Building E 1st Floor Supply at Node I 150- 135--- 120— Static — S. aaaaaaeaea Pressure 120.000 ____ 650.00 115.000 105 - 79.04 101.677 90 - 75 CL — 5) 60— jSYstem demand curve 30- 15— 0...lihLIil.LLLLWI1lllt1lt 111111111 111111111 I 11111111 11111111 II liii 0200 400 630 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 120.000 Residual Pressure 1650.00@115.000 Available Pressurailme sliest 119.033 @ 679.04 System Demand 679.04 101.677 System Demand tinduding Hose Allowance) 679.04 @ 101.677 , © M.E.P.CAD, Inc. M AutoSPRINK® VR5 v5.2.6 09/20/2006 11:45:54AM Page 8 HLE COPY AUTOMATIC SPRINKLERS GL SERIES I* w M" il 01 WNW . LOBE UPRIGHT • PENDENT FIRE SPRINKLER CORPORATION VERTICAL SIDEWALL HORIZONTAL SIDEWALL CONVENTIONAL (OLD STYLE) 410,00~- DESCRIPTIONAND OPERATION 161 L: The Globe GL Series Sprinkler is a low profile yet durable design which utilizes a frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing W, appearance, it can be installed wherever standard spray sprinklers are specified. This sprinkler series is available in various styles, orifices, temperature ratings and finishes to meet varying design requirements; UPRIGHT CONVENTIONAL The heart of Globe's GL Series sprinkler proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pressure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distributed in an approved pattern depending upon the deflector style used. PENDENT VERTICAL ft TECHNICAL DATA SIDEWALL o See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (57°C), 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C), 360°F (182°C). a Water Working Pressure Rating - 175 Psi (12 Bars). Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze Deflector - brass a Screw - brass Bulb seat - copper Spring - niclel alloy Seal - teflon HORIZONTAL SIDEWALL Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE I BULB COLOR NAPA-MAXIMUM I SPRINKLER TEMPERATURES I CEILING TEMPERATURE ORDINARY I350F/I550F 57°C/68°C ORANGE/RED 100°F 38°C INTERMEDIATE I 75°F/200°F 79°C193°C YELLOW/GREEN 150°F 66°C HIGH 286°F 141°C BLUE 225°F 107°C EXTRA HIGH 360°F 182°C MAUVE 300°F 149°C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517-846-4583 • FAX 517-846-9231 NOVEMBER 2000 A- 12 BULLETIN GL5661 A UTOMA TIC SPRINKLERS GL SERIES UPRIGHTo PENDENT ° VERTICAL SIDEWALL HORIZONTAL SIDEWALL o CONVENTIONAL (OLD STYLE) SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE *LENGTH FINISHES 2.8 (39 metric) 1/2' NPT 2 1/4" (5.7 cm) Factory Bronze "'Satin Chrome 4.2 (59 metric) 112" NPT 2 1/4" (5.7 cm) Bright Chrome White Polyester+ 5.6 (80 metric) 112" NPT 2 1/4' (5.7 cm) Black Polyester+ 7.8 (III metric) 1/2' NPT 2 1/4' (5.7 cm) Wax Coated "'Lead Coated 8.1 (116 metric) 3/4" NPT 2 7/16" (6.2 cm) "'*Wax over Lead NOTE: METRIC CONVERSIONS ARE APPROXIMATE. APPROVALS * HORIZONTAL SIDEWALL IS 9116'. FINISHES AVAILABLE ON SPECIAL ORDER. WAX COATING UL LISTED UP TO 2001 ONLY. + AVAILABLE AS UL AND C-UL LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. STYLE MODEL K 135°F 155°F 175°F 200°F 286°F 360°F CANADIAN F.M. NYC - D.O.B. FACTOR 57°C 68°C 79°C 93°C 1410C 182°C U.L MEA I0I-92-E GL2861 2.8 X X X X X X X x --- x GL4261 4.2 X X X X X X X X --- x UPRIGHT GL5661 5.6 X X X X X X X X X x GL8161 7.8* X X X X X X X X X x GL8164 8.1 X X X X X X X x x x GL2851 2.8 X X X X X X X X --- x GL4251 4.2 X X X X X X X x x PENDENT GL565 I 5.6 X X X X X X X X x x GL8151 7.8* X X X X X X X X X X GL8156 8.1 X X X X X X X X X x VERTICAL GL5675 5.6 X X X X X X X X SIDEWALL t GL8176 8.1 X X X X X X X X GL2870 2.8 X X X X X X X X --- x HORIZONTAL GL4270 4.2 X X X X X X X X --- x SIDEWALL § GL5670 5.6 X X X X X X X X X x GL8171 8.1 X X X X X X X x .- . x CONVENTIONAL GL5668 5.6 X X X X X X --- (OLD STYLE) GL8 169 8.1 X I X X X X X --- 'HORIZONTAL SIDEWALL UL LISTED FOR DEFLECTOR 4" TO 2" BELOW THE CEILING, FM APPROVED 4" TO 611. f VERTICAL SIDEWALL UL LISTED FOR LIGHT HAZARD ONLY. PENDENT VERTICAL SIDEWALL UL LISTED FOR 6 MIN. SPACING. ORDERING INFORMATION UPRIGHT VERTICAL SIDEWALL UL LISTED FOR 9'MIN. SPACING. SPECIFY Quantity Model Number Style Orifice ' Thread Sizes Temperature Finishes desired Quantity - Wrenches - P/N 325390 (1/2"); P/N 312366 (LO.) LOBE® FIRE SPRINKLER CORPORATION GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufac- tured products found to be defective in material or workman- ship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 517-346-4583 FAX 517-846-9231 1-800-248-0278 www.globesprinkler.com NOVEMBER 2000 PRINTED U.S.A. BULLETIN GL5661 L . A SPECIFICATION SUBMITTAL IAL SHEET FEATURES / Sizes: U 2 1/2" U 3" U 4" U 6" 0 8" 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel) AWNA C606 (Flanged) ANSI B16.1 Class 125 OPTIONS (suffixes can be combined) U - with OS & Y gate valves (standard) U L - less shut-off valves (flanged body connections) U LM - less water meter U - with remote reading meter U - with gpm meter (standard) U - with cuft/min meter U G - with groove end gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U P1 - with Post Indicator Gate Valve ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U OS & Y Gate valve tamper switch (OSY-40) U Test Cock Lock (Model TCL24) DIMENSIONS & WEIGHTS (do not include pkg.) APPLICATION Designed for installation on potable water connections in fire sprinkler systems to protect against both backsipho- nage and backpressure of polluted water into the potable water supply. Model 350DAshall provide protection where a potential health hazard does not exist. Incorporates me- tered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (Horizontal and Vertical flow-up) ASSES Listed 1048 CSA® Certified 1364.5 (Sizes 2 1/2" thru 8") AWWA Compliant C510 UL® Classified C-UI® Classified FM® Approved Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California MATERIALS Main valve body Ductile Iron ASTM A 536 Grade 4 Access covers Ductile Iron ASTM A 536 Grade 4 Coatings FDAApproved fusion epoxy finish Internals Stainless steel, 300 Series NORYLh, NSF Listed Fasteners Stainless Steel, 300 Series Elastomers EPDM (FDA approved) Buna Nitrile (FDA approved) Polymers NORYL", NSF Listed Springs Stainless Steel, 300 Series Attention: Model 350DA (flange body) and Model 350ADA (arooved bodv) have different lay lenaths. DIMENSION (a)proximate) WEIGHT MODEL SIZE In. mm A in. mm B LESS GATE VALVES In. mm C in D In. mm E OS&Y OPEN In mm E OS&Y CLOSED In. mm F fr mm G In. mm WITHOUT GATE VALVES lbs. kg WITH OS&Y GATE VALVES lbs. kg 2172 65 31 787 Th8 QI ]254 9 229,163/8 416 137/8 352 31/2 89 71/4 184 68 39 178 80 3 80 32 813 1157/81JQ 3 3/4 22 187/8 479 155/8 397 31/2 89 71/4 184 68 30 188 90 4 100 375/8 956 191/2 495 4112 _L 22 2i 11114 4 L 1 2 _L 02 106 48 296 134.4 6 150 443/4 1137 231/2 597 51/2 140 101/2 267 301/8 765 233/4 603 7 178 - 81.7 480 217.9 I 603/4 J L4 J 12-12- 21L4 ii 1L2 2i& IL 2Z 374 112 i. L9 10 250 633/4 1619 373/4 959 10 12 305 453/4 1162 353/8 899 81/2 216 11 279 404 183 1222 554.8 15 10 FLOW CHARACTERISTICS MODEL 350DA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (Us) 12.6 25.2 37.9 50.5 ioq 69 0, 35 Cn 200 400 600 800 Ir FLOW RATES (GPM) MODEL 350DA 6", 8" & 10"(STANDARD & METRIC) FLOW RATES (us) 63.1 126.2 189.3 252.4 104j E Epp E- _l •' ,___ ____________ 0 1000 2000 3000 FLOW RATES (GPM) *Rated Flow (Established by approval agencies) 69 35 4000 TYPICAL INSTALLATION Local codes shall govern installation requirements. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for 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 ft/sec 15 ft/sec 2 1/2" 75 112 149 224 3N 115 173 230 346 4" 198 298 397 595 6" 450 1 675 1 900 1351 8" 780 1169 1559 2339 ion 1229 1843 2458 3687 SPECIFICATIONS The Double Check Detector Backflow Prevention Assembly shall be ASSE® Listed 1048, and supplied with full port gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be Noryl (NSF Listed), the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The first and second check valves shall be accessible for maintenance without removing the device from the line. The Double Check Detector Backflow Prevention Assembly shall be a WILKINS Model 350DA. Page 2of2 WILKINS a Zum company, 1747 commerce Way, Paso Rabies, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES UMITED3544NashUa Dr., Mississauga, Ontario L4V 1L2 Phone:905/4954272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW (1-877-222.5356) • WebsIte http://www.zuhi.com