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HomeMy WebLinkAbout2710 GATEWAY RD; BLDG D; AS070219; PermitCity of Carlsbad Sprinkler Permit Permit No: AS070219 Job Address: 2710 GATEWAY RD Permit Type: SPRINK Parcel No: 2132630300 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 8/23/2007 Approved: 8/27/2007 Issued: 8/27/2007 Inspector: Project Title: BRESSI RANCH, BLDGS D 3 FIRE SPRINKLER INSPECTIONS @ $62/EA Applicant: Owner: INDUSTRIAL FIRE SPRINKLER CO., SPECTRUMFLEX LLC 3845 IMPERIAL AV 406 9TH AVE #309 SAN DIEGO CA SAN DIEGO CA 619-266-6030 LFees ($) Add'I Fees ($) Total ($) Balance ($) 186 0 186 0 THERE ARE NO PLANS ASSOCIATED WITH THIS PERMIT [iiydrauIic Summary I A01o2-1 Job Number: 07-554 Report Description: Spec. Warehouse Job Job Number Design Engineer 07-554 Kim Sandage Job Name - - - - Slate CertillcationlUcense Number BressiRanch'Lots 33-36 C-16 558084 Address I - AJIJ Gateway Road Add— 2 Job Site ___________________________________________________________ Building _I City State Sip Code DravangNorne Carlsbad CA 92008 FS 5- Bressi BLDG I -2 System Remote Area(s) ModfDàirSShgSprinkfer Data Occupancy 11.5 K-F; .45.00 at 15.312 Spec. Warehouse _________ Source Density Area of Application 500.00 0.450gpm1ft2 3000.001t2 (Actual 3037.70ft2) Additional Hone Supplies Number Of SpnnlrJenu Calculated Coverage Per Spnnkten Node Flow(aom) 33 100.00ft2 AutoPoak Results: Pressure For Remote Area(s) Adjacent To Most Remote Sea Total Hone Streams 500.00 System flow Denraad Total Water Required (Including Hone Allowance) 1612.78 2112.78 Maximumpressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 36.30 between nodes 100 and 111 Maximum Vobcily Under Ground 11.08 between nodes 3 and 5 Volume capacity of Wet Pipes Volume capacity of Dry fipes 977.96ga1 Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 500.00 1 133.000 1 128.000 1 1520.00 123.805 2112.78 104.250 I 19.556 F O LE C OPY APPROVEDA?S/UBITTED CARLSBADRRTMENT Contractor Contractor Number Contact Name Contact fife 07-554 Contractor Name Phone Extension Industrial Fire Sprinkler Co., Inc. Addresnl FAX 3845 imperial Ave. Address 2 E-mail City State Sip Code Web-Site San Diego CA 92113 - , © M.E.P.CAD, Inc. - - - iAutoSPRlNK® VRS v5.2.6 07/26/2007 10:34:43AM Page 1 1111summary Of Outfiowing Devices Job Number: 07-554 Report Description: Spec. Warehouse Device Actual Flow (gpm) Minimum Flow (gpm) K.F etor., V(K) Pressure (psi) Sprinkler 2000 54.66 45.00 "/'11.5 22.592 Sprinkler 2001 53.03 45.00 . 21.264 Sprinkler 2002 50.28 45.00 11.5 19.113 Sprinkler 2003 50.00 45.00 11.5 18.901 Sprinkler 2004 53.13 45.00 11.5 21.342 Sprinkler 2005 50.57 45.00 11.5 19.336 Sprinkler 2006 49.19 45.00 11.5 18.298 Sprinkler 2007 48.68 45.00 11.5 17.916 Sprinkler 2008 48.62 45.00 11.5 17.876 Sprinkler 2009 47.54 45.00 11.5 17.093 Sprinkler 2010 47.28 45.00 11.5 16.902 Sprinkler 2011 52.63 45.00 11.5 20.946 Sprinkler 2012 50.10 45.00 11.5 18.978 Sprinkler 2013 48.74 45.00 11.5 17.961 Sprinkler 2014 48.23 45.00 11.5 17.588 Sprinkler 2015 48.18 45.00 11.5 17.550 Sprinkler 2016 47.11 45.00 11.5 16.781 Sprinkler 2017 46.85 45.00 11.5 16.593 Sprinkler 2018 52.39 45.00 11.5 20.752 Sprinkler 2019 49.87 45.00 .11.5 18.802 Sprinkler 2020 48.51 45.00 11.5 17.795 Sprinkler 2021 48.00 45.00 11.5 17.425 Sprinkler 2022 47.95 45.00 11.5 17.387 Sprinkler 2023 46.89 45.00 11.5 16.626 Sprinkler 2024 46.63 45.00 11.5 16.440 Sprinkler 2029 46.35 45.00 11.5 16.241 Sprinkler 2032 45.88 45.00 11.5 15.920 Sprinkler 2033 45.63 45.00 11.5 15.741 Sprinkler 2025 51.88 45.00 11.5 20.351 - Sprinkler 2026 49.01 45.00 11.5 18.161 Sprinkler 2027 1 47.36 45.00 11.5 1 16.960 1 Sprinkler 2028 46.64 45.00 11.5 16.450 c Sprinkler. . 2031 45.00 45.00 11.5 15.312. c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:34:44AM,1 Page 2 iNode Analysis I Job Number: 07-554 Report Description: Spec. Warehouse Node Elevation(Foot) I Fittirgs Pressure(psi) Discharge(gpm) 5 -3-0 LtE(23'-7Y2) 85.723 4 0-6 83.872 100 1741/2 LtE(7-11) 73.672 111 17-4% P0(12-3%) 61.130 110 19-2% 2T(12'-3Y2) 56.887 127 17-4% P0(12-31/2), PO(5'-O) 22.009 128 19'-2% 2T(12'-3%) 24.661 2 -3-0 LtE(23'-71/2) 103.753 3 4-0 LtE(16'-7) 90.733 112 17-4% PO(12'-3%) 57.343 113 19-2% 2T(12-3%) 53.427 129 17-4% P0(12-3%) 21.920 130 19-2% 2T(12'-3%) 24.247 114 17-4% P0(12-3%) 54.382 115 19-2% 2T(12'-3%) 50.700 131 17'-4% P0(12-3%) 21.616 132 19'-2% 2T(12'-3%) 23.709 116 17'-4% PO(12'-3%) 52.125 117 19'-2% 2T(12'-3%) 47.806 133 17'-4% PO(12'-3%) 20.998 134 19-2% 2T(12-3%) 20.156 118 17-4% PO(12'-31/2) 50.547 119 19-2% 2T(12-3%) 45.043 135 17-4% PO(12'-3%) 20.419 136 1921,4 2T(12-31/2) 18.034 120 17-4% PO(12'-3%) 49.619 121 19-21/2 2T(12-3%) 44.203 137 17-4% PO(12'-3%) 20.069 138 19-2% 2T(12-3%) 17.706 122 17-4% PO(12-3%) 49.176 123 19-2% 2T(12-3%) 43.801 139 17'-4% PO(12'-3%) 19.894 140 19'-2% 2T(12'-3%) 17.543 2030 19'-2% P0(9-11) 16.242 141 174% PO(12'-3%) 19.856 142 19'-2% 2T(12'-334) 16.801 124 17'-4% PO(12'-3%) 49.073 125 17'-4% PO(12'-3%) 49.054 126 19-21/2 E(5'-2) 43.274 I 4-0 S 104.250 1612.78 2000 19-2% Spr(-22.592) 22.592 54.66 2001 19-2% Spr(-21.264) 21-.264 53.03 2002 19-2% Spr(-19.113) 19.113 50.28 2003 19-2% Spr(-18.901) 18.901 50.00 2004 19-2% Spr(-21.342) 21.342 53.13 2005 19-2% Spr(-19.336) 19.336 50.57 2006 19-2% Spr(-18.298) 18.298 49.19 2007 19-2% Spr(-17.916) 17.916 48.68 2008 19-2% Spr(-17.876) 17.876 48.62 2009 19-21/2 Spr(-17.093) 17.093 47.54 2010 19-21/2 Spr(-16.902) 16.902 47.28 2011 19'-2% Spr(-20.946) 20.946 52.63 2012 19'-2% Spr(-18.978) 18.978 50.10 2013 19'-2% Spr(-17.961) 17.961 48.74 2014 19'-2% Spr(-17.588) 17.588 48.23 2015 19'-2% Spr(-17.550) 17.550 48.18 2016 19-21/2 Spr(-16.781) 16.781 47.11 2017 19-2% Spr(-16.593) 16.593 46.85 2018 19-2% Spr(-20.752) 20.752 52.39 2019 19-21/2 Spr(-18.802) 18.802 49.87 2020 19'-2% Sp (-17.795) 17.795 48.51 2021 19'-2% Spr(-17.425) 17.425 48.00 2022 19'-2% Spr(-17.387) --17.387 A7.95 2023 19'-2% Spr(-16.626) 16.626 46.89 2024 19-2% Spr(-16.440) 16.440 46.63 2029 19-21/2 Spr(-16.241) 16.241 46.35 2032 19-2% Spr(-15.920) 15.920 45.88 2033 19-2% Spr(-15.741) 15.741 45.63 2025 1921,4 Spr(-20.351) 20.351 51.88 2026 1921,4 Spr(-18.161) 18.161 49.01 2027 19'-2% Spr(16.960) 16.960 47.36 2028 19'-21/2 Spr(-16.450) 16.450 46.64 2031 19'-2% Spr(-15.312) 15.312 45.00 f, 0 M.E.P.CAD, Inc. AutDSPRINK® VR5 v5.2.6 07/26/2007 10:34:45AM Page 3 - .-' ' IL4 11 [Hydraulic Analysis I 0 I Job Number: 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation ... Discharge .J)it() K-Factor Pt Pn Fittings Eq. Length Total Length Summary "••• Route 1••••• BL 1.6820 'Q=45.00 6.50 C=120 0.058523 6'-0 Pf 0.930 2031 2030 19'-2Y2 19'-2Y2 q=45.00 K=11.5 15.312 16.242 Spr(-15.312) P0(9-i1) 9'-ll 15'-ll Pe Pv BL 2.1570 0=57.58 5.06 C=120 0.027501 8'-0 Pf 0.558 2030 142 19'-2'/2 19'-2',4 16.242 16.801 T(1 2'-31h) 12'-3Y 20'-3Y Pe Pv RN 2.1570 0=149.09 13.09 C=120 0.159848 1'-i Pf 2.260 142 141 19'-2% 17'-4'/2 16.801 19.856 P0(12-3%) 12'-3Y 14'-1Y Pe Pv 0.795 CM 4.2600 0=149.09 3.36 C=120 0.005812 6'-E Pt 0.038 141 139 17'-41/2 17'-4Y2 19.856 19.894 6'-E Pe Pv CM 4.2600 0=270.94 6.10 C=120 0.017549 10'4 Pt 0.175 139 137 17.41/; 17'-4'/2 19.894 20.069 10'-Pv Pe CM 4.2600 0=393.31 8.85 C=120 0.034970 1 U-01 Pf 0.350 137 135 17-4% 174h/2 20.069 20.419 10'- Pe Pv CM 4.2600 0=516.62 11.63 C=120 0.057915 10'-0 Pt 0.579 135 133 17-41/2 1T-4'/2 20.419 20.998 10'-Pv Pe CM 4.2600 0=535.03 12.04 C=120 0.061790 10'- Pt 0.618 133 131 17'-41/2 17'-4'A 20.998 21.616 1O'-Pv Pe CM 4.2600 0=364.83 8.21 C=120 0.030430 10'- Pf 0.304 131 129 17'-41/2 17'-4'/2 21.616 21.920 10 Pe Pv RN 2.1570 0=177.52 15.59 C=120 0.220756 11-1 Pf 3.121 129 130 17-4% 19'-2'A 21.920 24.247 P0(12-3%) 12'-3Y 14'-1Y Pe Pv -0.795 BL 2.1570 0=177.52 15.59 C=120 0.220756 107'-7 Pt 29.180 130 113 19-21/2 19'-2Y2 24.247 53.427 T(12'-3%) T(12'-3%) 24'-r/ 132'-2 Pe Pv RN 2.1570 0=177.52 15.59 C=120 0.220756 1-10 Pt 3.121 113 112 19-21/2 17'-4Y2 53.427 57.343 PO(12'-3%) 12'-3Y 14'-l4 Pe Pv 0.795 CM 4.2600 0=1425.48 32.09 C=120 0.378664 1 PPf 3.787 112 111 17-4% 17'-4',4 57.343 61.130 I 10'-Pv Pe CM 4.2600 0=1612.78 36.30 C=120 0.475822 9-I Pt 12.542 111 100 17'-4% 17'-4Y2 61.130 73.672 fE(8'-1 1%), LtE(7'-1 1) 16-i 26'-4Y Pe Pe Pv CM 6.3570 0=1612.78 16.30 C=120 0.067738 19'-11Y Pt 2.884 100 4 17-4% 0'-6 73.672 83.872 2LtE(11'-4) 22'-7Y 42'-71 Pe Pv 7.316 FR 8.5100 0=1612.78 9.10 C=140 0.012304 3' Pf 0.334 4 5 0'-6 4-0 83.872 85.723 LtE(23-71/2) 237h/ 27 Pe Pv 1.517 UG 7.7100 0=1612.78 11.08 C=150 0.017516 208'-1Y Pt 5.009 5 3 -3'-O 4-0 85.723 90.733 4LtE(16-7), EE(1 1-6) 77'-10 286'-0 Pe Pv 0.000 UG 8.5100 0=1612.78 9.10 C140 0.012304 12'-01 Pf 13.020 3 2 -3-0 4-0 90.733 103.753 3LtE(23'-71/2), BFP(-12.000) 70'-l1 82'-l1 Pe Pv UG 7.7100 0=1612.78 11.08 C=150 0.017516 23'-: Pt 0.497 2 -3'-0 103.753 104.250 GV(5'-l%), S 5'-lY 28'-4Y Pe Pv =...... Route 2 - BL 2.1570 0=45.63 4.01 C=120 0.017879 1 01-q Pt 0.179 2033 2032 19-2% 19'-2'/2 q=45.63 K=11.5 15.741 15.920 Spr(-15.741) 10'-Pv Pe BL 2.1570 0=91.51 8.03 C=120 0.064793 13h/ Pt 0.881 2032 142 19'-2% 19'-2Y2 q=45.88 K11.5 15.920 16.801 Spr(-15.920) T(12'-3%) 12'-3Y 13'-71 Pe Pv . • • Route 3 ..... BL 2.1570 0=33.76 2.96 C=120 0.010242 12'-ll%f Pt 0.208 2029 2028 19'-2% 19'-2% q=46.35 K=11.5 16.241 16.450 Spr(-16.241) 2LtE(3'-8%) 7'-4Y 20'-4 Pe Pv BL 2.1570 0=80.40 7.06 C=120 0.050999 10'- Pt 0.510 2028 2027 19'-21/2 19-2',4 q=46.64 K=11.5 16.450 16.960 Spr(-16.450) 104Pv Pe I'M. © M.E.P.CAD. Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:34:46AM Pace 4 II Hydraulic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse 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 2.1570 Q=127.76 11.22 C=120 0.120130 10'-0 Pt 1.201 2027 2026 19'-2% 19'-2Y2 q=47.36 K=11.5 16.960 18.161 Spr(-16.960) 10,-0 Pe Pv 0.000 BL 2.1570 Q=176.77 15.52 C=120 0.219035 10-0 Pt 2.190 2026 2025 19-2% 19'-2Y2 q=49.01 K=11.5 18.161 20.351 Spr(-18.161) 10,-0 Pe Pv -0.000 BL 2.1570 Q=228.65 20.08 C=120 0.352590 58'-10Y Pt 22.922 2025 126 19'-2Y2 19'-2Y2 q=51.88 K=11.5 20.351 43.274 Spr(-20.351) E(6'-2) 6'- 65'-0Pv Pe -0.000 RN 2.1570 Q=228.65 20.08 C=120 0.352590 1'-10EPf 4.986 126 125 19-2Y2 17'-4Y2 43.274 49.054 P0(12-3%) 12'-3Y 14'-l'/2 Pe Pv 0.795 CM 4.2600 Q=228.65 5.15 C=120 0.012820 1-6 Pf 0.019 125 124 174h/2 1T-4'/2 49.054 49.073 V-6 Pe Pv CM 4.2600 Q=228.65 5.15 C=120 0.012820 8'-OPf 0.103 - 124 122 174h/2 1 741/2 49.073 49.176 8'-t Pe Pv CM 4.2600 Q=447.04 10.06 C=120 0.044317 10 -0EPf 0.443 122 120 17'-4% 17'-4'/z 49.176 49.619 10'-0 Pe Pv CM 4.2600 Q=666.50 15.00 C=120 0.092780 10-0rpt 0.928 120 118 17'41/2 174h/z 49.619 50.547 1 1 0,-q Pe Pv CM 4.2600 Q=888.21 19.99 C=120 0.157826 10-0 Pt 1.578 118 116 17'-41A 17'4h/2 50.547 52.125 10'-0 Pe Pv CM 4.2600 Q=1077.76 24.26 C=120 0.225732 10-0 Pt 2.257 116 114 17'-4Y2 1T-4Y2 52.125 54.382 10,-0 Pe Pv CM 4.2600 Q=1247.95 28.09 C=120 0.296071 10-0 Pt 2.961 114 112 17'-4Y2 17'-4Y2 54.382 57.343 10,-0 Pe Pv eo . .' .. Route 4• BL 2.1570 Q=12.58 1.10 C=120 0.001650 0-8Y2lPf 0.001 2029 2030 19'-2% 19'-2Y2 q=46.35 K=11.5 16.241 16.242 Spr(-16.241) 0'-8Y Pe Pv Gb .... • Route 5•• BL 2.1570 Q=46.63 4.09 C=120 0.018612 10'- Pt 0.186 2024 2023 19-2% 19'-2'/2 q=46.63 K11.5 16.440 16.626 Spr(-16.440) I 10'- Pe Pv BL 2.1570 Q=93.52 8.21 C=120 0.067447 1'-31/ Pt 0.917 2023 140 19-2% 19'-2Y2 q=46.89 K11.5 16.626 17.543 Spr(-16.626) T(12'-3%) 12'-3Y 13'-71Pv Pe RN 2.1570 0=121.85 10.70 C=120 0.110045 1'-1Pf 1.556 140 139 19-2% 1741/z 17.543 19.894 PO(12'-3Y2) 12'-3Y 14'-1Y4Pv Pe 0.795 BL 2.1570 Q=46.85 4.11 C=120 0.018773 1 0'-q Pt 0.188 2017 2016 19'-2% 19-2Y2 q=46.85 K=11.5 16.593 16.781 Spr(-16.593) 10'-Pv Pe BL 2.1570 Q=93.95 8.25 C=120 0.068030 1'-3Y Pt 0.925 2016 138 19-2% 19'-2% q=47.11 K=11.5 16.781 17.706 Spr(-16.781) T(12'-3%) 12'-3Y 13'- Pe Pv RN 2.1570 Q=122.37 10.74 C120 0.110919 1-1C Pt 1.568 138 137 19'-2Y2 1741,4 17.706 20.069 P0(12-3%) 12'-3Y 14'-IY Pe Pv 0.795 ..... Route 7 ..... BL 2.1570 Q=47.28 4.15 C=120 0.019095 10-0 Pt 0.191 2010 2009 19'-2% 19'-2'/2 q=47.28 K=11.5 16.902 17.093 Spr(-16.902) 10'-0 Pe Pv BL 2.1570 Q=94.82 8.33 C=120 0.069198 1-31/2 Pt 0.941 2009 136 19-2% 19'-2Y2 q=47.54 K11.5 17.093 18.034 Spr(-17.093) 1(12-3%) 12'-3Y 13'-7 Pe Pv RN 2.1570 Q=123.30 10.83 C=120 0.112485 1'-lC Pt 1.591 136 135 19-2% 17'-4'/2 18.034 20.419 P0(12-3%) 12'-3Y 14'-lY Pe Pv 0.795 Route 8 ..... BL 2.1570 Q=28.33 2.49 C=120 0.007404 8-8Y Pt 0.156 2022 140 19-2% 19'-2% q=47.95 K=11.5 17.387 17.543 Spr(-17.387) T(12-3%) 12'-3Y Pe 21'-tPv =. ..... Route 9 ..... r, © M.E.P.CAD, Inc. jjAutoSPRINK@ VR5 v5.2.6 07/26/2007 10:34:46AM Page 5 1111 Analysis I Job Number: 07-554 Report Description: Spec. Warehouse 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 2.1570 0=19.62 1.72 C=120 0.003753 10'-0 N 0.038 2022 2021 19-2% 19'-2% q=47.95 K=11.5 17.387 17.425 Spr(-17.387) 10-i Pe Pv BL 2.1570 0=67.63 5.94 C=120 0.037028 10'- Pf 0.370 2021 2020 19'-2% 19'-2',4 q=48.00 K=11.5 17.425 17.795 Spr(-17.425) 10'- Pe Pv BL 2.1570 Q=116.14 10.20 C=120 0.100696 10'-0 N 1.007 2020 2019 19'-2% 19'-2% q=48.51 K=11.5 17.795 18.802 Spr(-17.795) 10-0 Pe Pv BL 2.1570 0=166.00 14.58 C=120 0.194996 10'- Pf 1.950 2019 2018 19-2% 19-2% q=4987 K11.5 18.802 20.752 Spr(-18.802) 10'-0 Pe Pv BL 2.1570 0=218.39 19.17 C=120 0.323885 58-10Y N 23.049 2018 123 19'-2% 19'-2% q=52.39 K=11.5 20.752 43.801 Spr(-20.752) T(12'-3%) 12'-3Y 71'-ZPv Pe RN 2.1570 0=218.39 19.17 C=120 0.323885 i'-iol N 4.580 123 122 19'-2% 17'-4Y2 49.176 43.801 P0(12-334) 12'-3Y 14114Pv Pe 0.795 io ••••• Route 10 ..... BL 2.1570 0=28.42 2.49 C=120 0.007446 8-8Y Pt 0.156 2015 138 19'-2% 19'-2% q=48.18 K=11.5 17.550 17.706 Spr(-17.550) T(12-3%) 12'-3Y 21'-0 Pe Pv eb "•" Route 11••••• BL 2.1570 0=19.76 1.73 C=120 0.003802 10- Pt 0.038 2015 2014 19-2% 19'-2% q=48.18 K=11.5 17.550 17.588 Spr(-17.550) 10 I Pe PV BL 2.1570 0=67.99 5.97 C=120 0.037394 10-0 N 0.374 2014 2013 19'-2% 19'-2'/2 q=48.23 K=11.5 17.588 17.961 Spr(-17.588) 10-Pv Pe BL 2.1570 0=116.73 10.25 C=120 0.101640 1 0'-C Pt 1.016 2013 2012 19-2% 19'-2'A q=48.74 K=11.5 17.961 18.978 Spr(-17.961) I 10'-Pv Pe BL 2.1570 0=166.82 14.65 C120 0.196781 10-01 N 1.968 2012 2011 19-2% 19'-234 q=50.10 K=11.5 18.978 20.946 Spr(-18.978) I 10-Pv Pe BL 2.1570 0=219.46 19.27 C=120 0.326809 58'-10Y N 23.257 2011 121 19'-2% 19'-2% q=52.63 K=11.5 20.946 44.203 Spr(-20.946) T(12-3%) 12'-3Y 71'-Z Pe Pv RN 2.1570 0=219.46 19.27 C=120 0.326809 1-101 N 4.621 121 120 19-2% 17'-4% 44.203 49.619 P0(12-3%) 12'-3Y 14'-11/ Pe Pv 0.795 Route 12..... BL 2.1570 0=28.48 2.50 C=120 0.007476 8'-8Y Pt 0.157 2008 136 19-2% 19'-2% q=48.62 K=11.5 17.876 18.034 Spr(-17.876) T(12'-3%) 12'-3Y Pe 21'-Pv Route 13 ..... BL 2.1570 Q=20.14 1.77 C=120 0.003940 10'-01 N 0.039 - 2008 2007 19'-2% 19'-2% q=48.62 K=11.5 17.876 17.916 Spr(-17.876) 10'-Pv I Pe BL 2.1570 0=68.82 6.04 C=120 0.038245 10'-0 Pt 0.382 2007 2006 19'-2% 19'-2% q=48.68 K=11.5 17.916 18.298 Spr(-17.916) 10,-0 Pe Pv BL 2.1570 Q=118.01 10.36 C=120 0.103723 10'-0 N 1.037 2006 2005 19-2% 19-2% q=49.19 K=11.5 18.298 19.336 Spr(-18.298) 10'- Pe Pv BL 2.1570 0=168.58 14.80 C=120 0.200632 10'-0 N 2.006 2005 2004 19-2% 19'-2% q50.57 K=11.5 19.336 21.342 Spr(-19.336) j 101-0 Pe Pv BL 2.1570 . 0=221.71 19.47 C=120 Pt 23.701- 2004 119 19'-2% 19'-2Y2 q53.13 K=11.5 21.342 45.043 Spr(-21.342) T(12'-3%) 12'-3Y 71'-Z Pe Pv RN 2.1570 0=221.71 19.47 C=120 0.333042 ........58-101/ 0.333042 1'-11 N 4.709 119 118 19'-2% 17'-4% 45.043 50.547 PO(12'-3%) 12'-3V 14 YS, Pe Pv 0.795 ab ..... Route 14 ..... BL 2.1570 Q=50.00 4.39 C=120 0.021176 10- N 0.212 2003 2002 19'-2% 19'-2'A q50.00 K=11.5 18.901 19.113 Spr(-18.901) 10'- Pe Pv BL 2.1570 0=100.27 8.80 C=120 0.076734 1-3Y N 1.043 2002 134 19'-2% 19'-2% q=50.28 K=11.5 19.113 20.156 Spr(-19.113) T(12'-3%) 12'-3V 13'-71 Pe Pv F, 0 M.E.P.CAD, Inc. 7411 AutoSPRINK® VR5 v5.2.6 07/26/2007 10:34:46AM Page 6 'IHydraulic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary RN 2.1570 Q=18.41 1.62 C=120 0.003336 1-10 N 0.047 134 133 19'-2Y2 1741/2 20.156 20.998 PO(12'-31/2) 12'-3Y 14'-l'/ Pe Pv 0.795 . *see Route 15•'• BL 2.1570 Q=134.89 11.84 C=120 0.132824 10'-orPf 1.328 2001 2000 19-2Y2 19'-2Y2 q=53.03 K=1 1.5 21.264 22.592 Spr(-21.264) 10'- Pe Pv BL 2.1570 Q=189.55 16.64 C=120 0.249233 88-10%fPf 25.214 2000 117 19'-21/2 19'-2Y2 q=54.66 K=11.5 22.592 47.806 Spr(-22.592) T(12'-3%) 12'-3Y 101-Pv Pe RN 2.1570 Q=189.55 16.64 C=120 0.249233 1-10iPf 3.524 117 116 19'-2Y2 1T4h/2 47.806 52.125 PO(12'-3Y2) 12'-3'/ 14'-l'/; Pe Pv 0.795 aD ..... Route 16..... RN 2.1570 Q=170.20 14.94 C=120 0.204201 i'-iof 2.887 115 114 19'-2% 1741/z 50.700 54.382 PO(12'-3Y2) 12'-3$ 14'-1Y Pvf 0.795 Go ••••• Route 17 ..... CM 4.2600 Q=187.31 4.22 C=120 0.008865 101-q N 0.089 129 127 17'-4Y2 17'-4'% 21.920 22.009 10'- Pe Pv RN 2.1570 Q=187.31 16.45 C=120 0.243802 1'-lofPf 3.447 127 128 17'-4% 19'-2'/z 22.009 24.661 PO(12-3Y2) 12-3Y 14'-1Y Pe Pv -0.795 BL 2.1570 Q=187.31 16.45 C=120 0.243802 107'-71 N 32.226 128 110 19'-2% 19'-2% 24.661 56.887 T(1 2-3Y2) T(12-3%) 24'-7Y 132'-Pv Pe -0.000 RN 2.1570 Q=187.31 16.45 C=120 0.243802 T 1'-lOIPf 3.447 110 111 19'-2% 1741,4 56.887 61.130 PO(12'-3%) 12'-3Y 14'-1YPv Pe 0.795 Route 18 ..... BL 2.1570 Q=81.86 7.19 C=120 0.052724 88h/Pt 1.108 134 2001 19'-2Y2 19'-2'/2 20.156 21.264 T(1 2-3Y2) 123h/ 21'-OLPv Pe ia .... • Route 19..... RN 2.1570 Q=170.20 14.94 C=120 0.204201 i'-11 N 2.887 131 132 174h/2 19'-2Y2 21.616 23.709 PO(12'-3Y2) . 12-31/ 141h/Pv Pe -0.795 BL 2.1570 Q=170.20 14.94 C=120 0.204201 107'-71 Pt 26.991 132 115 19'-2% 19'-2Y2 23.709 50.700 T(12'-3%) T(12'-3%) 24'-7Y 132'-2LPv Pe lEquivalent Pipe Lengths of Valves and Fittings (C=120 only) • I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = 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. 11AutoSPRlNK®VR5 v5.2.6 07/26/2007 10:34:46AM Page 7 -F Job Number: 07-554 iIHydrau1Ic Analysis I Report Description: Spec. Warehouse 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 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 Backfiow 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-WilliamsConstant 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 114 Elbow Ee2 22Y2° Elbow f Flow Device FDC Fire Department Connection fE 900 FireLock(TM) Elbow fEE 450 FireLock(TM) Elbow fig Flange - EN 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 , 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:34:46AM Page 8 Hydraulic Graph I Job Number: 07-554 Reoort Descriotion: Soec. Warehouse Supply at Node I 150— 135 Static Pressure 133.000 152000 128000 120- 1::- /612.781O425O- 90 Co CL 75 j 60— System curve , demand 45 rt. /•... .•. 30-- 111111111 111111111 111111111 11111 I III I II I 111111 0 p250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydraulic Graph Supply at Node I - - Sla4c Per 133.000 RodI P,ero 1520.00 @ 128.000 Available P,urefln,e of Test 123.805 @2112.78 Syotco, Don,ond 1612.78 @ 104.250 Syotoo, D,,oand (Inok.ding Hoo, Mowonce) 2112.78 @ 104.250 1, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:34:46AM Page 9 It 13Hydraulic Summary I Job Number: 07-554 Report Description: Spec. Warehouse Job Job Number 07-554 Design Engineer Kira Sandage Job Name Bressi Ranch Lots 33-36 State Certetcabonlucenno Number C-16 558084 Address 1 AHJ Address 2 Job Site Building & E _0 City Carlsbad State CA Sip Code 92008 Draceng Name FS 3 - Bressi Bldg D-E System Remote Area(s) Most Demanding Sprinkler Data 11.2 K-Factor 45.00 at 16.143 - Occupancy Spec. Warehouse - Hose dSowanceAt Source 500.00 Goodly 0.450gpm/ft2 Area of Application 3000.00ft2 (Actual 2999.74ft2) Additional Hose Supplies Node Flow(pi)m) Numbs Of Sprinklers Calculated 32 Coverage Per Sprinkler 100.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area I458.I9gal Total Hone Streams 500.00 System Row Demand 1615.99 Total Water Required (Including Hose Allowance) 2115.99 Maotmun, pressure Unbalance In Loops 0.000 Maalrnu,n Velocity Above Ground 30.62 between nodes 18 and 19 Ma,dn,um Velocity Under Ground 11.11 between nodes 3 and 5 Volume capacity of Wet Pipes Volume capacity Of Dry Pipes Supplies -. Node Rose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 500.00 130.000 128.000 1500.00 126.220 2115.99 80.198 46.023 APPROVED AS SUBMITTED -CARLSBAD FIRE DEPARTMENT Contractor Contractor Number 07-554 Contact Name Contact lice Contractor Name Industrial Fire Sprinkler Co., Inc. Phone Eatenslon Address 1 3845 Imperial Ave. FAX Address 2 E-mail City State San Diego CA Sip Code 92113 Wnb.Site 1 ,© M.E.P.CAD, Inc. 411 AutoSPRINK®VR5 v5.2.6 07/26/2007 10:41:27AM Page 1 I Summary Of Oufflowing Devices I Job Number: 07-554 4 Report Description: Spec. Warehouse Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure - (psi) Sprinkler 105 46.35 45.00 11.2 17.125 Sprinkler 107 47.88 45.00 11.2 18.274 Sprinkler 109 50.47 45.00 11.2 20.309 Sprinkler 111 54.50 45.00 11.2 23.683 Sprinkler 113 54.26 45.00 11.2 23.474 Sprinkler 101 46.92 45.00 11.2 17.547 c Sprinkler 103 45.00 45.00 11.2 16.143 Sprinkler 115 47.49 45.00 11.2 17.982 Sprinkler 117 45.51 45.00 11.2 16.513 Sprinkler 119 46.28 45.00 11.2 17.076 Sprinkler 121 47.87 45.00 11.2 18.265 Sprinkler 123 50.49 45.00 11.2 20.321 Sprinkler 125 54.47 45.00 11.2 23.653 Sprinkler 127 54.23 45.00 11.2 23.445 Sprinkler 129 47.83 45.00 11.2 18.238 Sprinkler 131 45.84 45.00 11.2 16.750 Sprinkler 133 46.61 45.00 11.2 17.320 Sprinkler 135 48.21 45.00 11.2 18.525 Sprinkler 137 50.84 45.00 11.2 20.609 Sprinkler 139 54.85 45.00 11.2 23.985 Sprinkler 141 54.61 45.00 11.2 23.774 Sprinkler 143 47.76 45.00 11.2 18.188 Sprinkler 145 45.77 45.00 11.2 16.703 Sprinkler 147 46.55 45.00 11.2 17.272 Sprinkler 149 48.14 45.00 11.2 18.474 Sprinkler 151 50.77 45.00 11.2 20.552 Sprinkler 153 54.78 45.00 11.2 23.920 Sprinkler 155 54.54 45.00 11.2 23.710 Sprinkler 156 55.51 45.00 11.2 24.567 Sprinkler 157 55.80 45.00 11.2 24.824 Sprinkler 158 56.84 45.00 1 11.2 25.755 Sprinkler 159 59.00 45.00 11.2 27.752 Most Demanding Sprinkler Data 1, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:28AM Page 2 IINode Analysis Job Number: 07-554 Report Description: Spec. Warehouse Node I Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 104 26'-91/2 PO(5'-O) 20.812 106 26'-9Y2 P0(5-0) 22.173 108 26'-91/2 P0(5-0) 24.583 23 26-51/2 P0(12-3%) 41.94 24 26'-91/2 2P0(12'-3%) 30.301 110 26'-91/2 PO(5'-O) 28.571 112 26'-91/2 PO(5'-O) 28.325 54 25-51/2 PO(12'-3%) 0.000 100 26-9% E(2-0) 19.421 102 26'-9Y2 P0(5-0) 19.647 114 26'-9% E(2-0) 19.894 116 26'-9% P0(5-0) 20.086 118 26'-9% P0(5-0) 20.754 120 26'-9% PO(5'-O) 22.163 122 26'-9Y2 PO(5'-O) 24.598 21 25'-5Y2 P0(12-33/4) 41.229 22 26'-9Y2 2P0(12'-3%) 30.283 124 26'-9% PO(5'-O) 28.537 126 26'-9% PO(5'-O) 28.291 25 25-51/2 PO(12'-3%) 0.000 128 26-91/2 E(2'-O) 20.171 130 26-9% PO(5'-O) 20.367 132 26-91/2 P0(5-0) 21.043 134 26-91/2 P0(5-0) 22.471 136 26'-9% P0(5-0) . 24.937 18 25-51/2 PO(12'-3%) 41.371 19 25'-11% 31.663 20 26-91/2 2P0(12'-33/4) 30.698 138 26-9% P0(5-0) 28.929 140 26-9% P0(5-0) 28.679 26 25-51/2 P0(12-3%) 0.000 142 26-91/2 E(2-0) 20.117 144 26-91/2 P0(5-0) 20.312 146 26-91/2 P0(5-0) 20.986 148 26-9% P0(5-0) 22.411 150 26'-9% P0(5-0) 24.871 16 25-51/2 PO(12'-3%) 41.672 17 26'-9% 2P0(12'-33/4) 30.616 152 26'-9% P0(5-0) 28.852 154 26-91/2 P0(5-0) 28.603 27 25-51/2 PO(12'-3%) 0.000 14 25-51/2 PO(12'-3%) 15 27'-31/2 2P0(12-3%) 36.465 29 25-51/2 PO(12'-3%) 0.000 13 25'-5% PO(12'-3%) 42.865 299 25'-5% P0(12-3%) 0.000 12 25-51/2 P0(12-3%) 43.545 30 25'-5% P0(12-3%) 0.000 11 25-5% P0(12-3%) 44.225 31 25-5% PO(12'-3%) 0.000 10 25-5% PO(12'-3%) 44.905 . 32 25'-5% PO(12'-3%) 0.000 33 25'-51/2 PO(12'-33/4) 0.000 -3'-0 LtE(23'-71/2) 64.869 4 0'-6 63.017 -3'-0 LtE(16'-7) 68.123 -3-0 LtE(23-7%) 79.259 105 274h/2 Sp -17.125), T(5-0) 17.125 46.35 107 27-4% Spr(-1 8.274), T(5-0) 18.274 47.88 109 27-4% Spr(-20.309), T(5'-O) 20.309 50.47 111 27'1/2 Spr(-23.683), T(5'-O) 23.683 54.50 113 27'-41/2 Spr(-23.474), T(5'-O) 23.474 54.26 101 27'-4% Spr(-17.547), T(5'-O) 17.547 46.92 103 27'-4% Spr(-16.143), T(5'-O) 16.143 45.00 115 27'-4Y2 Spr(-17.982), T(5'-O) 17.982 47.49 117 274h/2 Spr(-16.513), T(5-0) 16.513 45.51 119 27-4% Spr(-17.076), T(5-0) 17.076 46.28 121 27-4% Spr(-18.265), T(5'-O) 18.265 47.87 123 27'-4% Spr(-20.321), T(5'-O) 20.321 50.49 125 27-41/2 Spr(-23.653), T(5'-O) 23.653 54.47 127 27'% Spr(-23.445), T(5'-O) 23.445 54.23 129 27'-4% Spr(-18.238), T(5'-O) 18.238 47.83 131 274h/2 Spr(-16.750), T(5-0) 16.750 45.84 133 27'-4% Spr(-1 7.320), T(5'-O) 17.320 46.61 135 27-4% Spr(-18.525), 1(5-0) 18.525 48.21 137 27'-4% Spr(-20.609), T(5-0) 20.609 50.84 139 27'-4% Spr(-23.985), 1(5-0) 23.985 54.85 1, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:28AM Page 3 LflIlNode Analysis I Job Number: 07-554 Reoort Descriotion: Soec. Warehouse Node] Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 141 27-4% Spr(-23.774), 1(5-0) 23.774 54.61 143 27-4% Spr(-18.188), T(5-0) 18.188 47.76 145 27-4% Spr(-16.703), T(5'-O) 16.703 45.77 147 27-4% Spr(-1 7.272), T(5'-O) 17.272 46.55 149 27'-4% Spr(-18.474), T(5'-O) 18.474 48.14 151 27'-4% Spr(-20.552), T(5'-O) 20.552 50.77 153 27'41/2 Spr(-23.920), T(5'-O) 23.920 54.78 155 27-41/2 Spr(-23.710), T(5'-O) 23.710 54.54 156 27-3% Spr(-24.567) 24.567 55.51 157 27-3% Spr(-24.824) 24.824 55.80 158 27'-3% 1 Spr(-25.755) 1 25.755 56.84 159 27-3% 1 Spr(-27.752) 1 27.752 59.00 I -3'-0 1 S 80.198 1615.99 , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:28AM Page 4 ilHydrauIic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse 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 1...'' SP 1.0490 0=45.00 16.71 C=120 0.583337 0'- Pt 3.254 103 102 27'-4Y2 26'-9Y2 q=45.00 K=11.2 16.143 19.647 Spr(-16.143) PO(5'-O) 5'-0 V-7 Pe Pv 0.250 BL 2.1570 0=91.92 8.07 C=120 0.065324 9'-21 Pt 1.164 102 104 26-914 26'-9Y2 19.647 20.812 2fE(4'-3%) 8'-7Y 17'-1 Pe Pv BL 2.1570 0=138.26 12.14 C=120 0.139031 9-91 Pt 1.361 104 106 26'-9Y2 26-9Y2 20.812 22.173 9'-9Y Pe Pv BL 2.1570 0=186.14 16.34 C=120 0.240996 10'-dlpt 2.410 106 108 26-914 26'-914 22.173 24.583 10'-Pv Pe BL 2.1570 0=236.61 20.77 C=120 0.375645 2-11 N 5.718 108 24 26'-9Y2 26-9',4 24.583 30.301 P0(12-3%) 12'-3Y 15'-2Y Pe Pv RN 2.1570 0=345.38 30.32 C=120 0.756240 1'-4 Pt 10.315 24 23 26'-914 25'-5Y2 30.301 41.194 P0(12-3%) 12'-3Y 13'-/ Pe Pv 0.578 CM 6.3570 0=345.38 3.49 C=120 0.003914 9'-0 Pt 0.035 23 21 2551,4 25'-5Y2 41.194 41.229 9'-0 Pe Pv CM 6.3570 0=691.73 6.99 C=120 0.014148 10'- Pt 0.141 21 18 25'-5Y2 25'-534 41.229 41.371 10 Pe PV CM 6.3570 0=1040.52 10.52 C=120 0.030111 i0'-c Pt 0.301 18 16 25'-5Y2 25'-5Y2 41.371 41.672 I 10'- Pe Pv CM 6.3570 0=1388.83 14.04 C=120 0.051371 10'-c Pt 0.514 16 14 25'-5% 25'-5Y2 41.672 42.186 I 10'-Pv Pe CM 6.3570 Q=1615.99 16.34 C=120 0.067987 10'-0 Pf 0.680 14 13 25-514 25'-5% 42.186 42.865 10'-0 Pe Pv CM 6.3570 0=1615.99 16.34 C=120 0.067987 10'-0 Pt 0.680 13 12 25'-5Y2 25'-514 42.865 43.545 10'-0 Pe Pv CM 6.3570 0=1615.99 16.34 C=120 0.067987 10'- N 0.680 12 11 25'-5Y2 25'-514 43.545 44.225 I 10'- Pe Pv CM 6.3570 0=1615.99 16.34 C=120 0.067987 10-0 Pt 0.680 11 10 25'-5Y2 25-5Y2 44.225 44.905 10'-0 Pe Pv CM 6.3570 Q=1615.99 16.34 C=120 0.067987 56-111/2 Pt 7.292 10 4 25'-5Y2 0-6 44.905 63.017 4fE(12'-7) 50'-3Y 107'-3 Pe Pv 10.820 UG 8.5100 Q=161599 9.12 C=140 0.012350 3'-61 Pf 0.335 4 5 0'-6 -3'-O 63.017 64.869 LtE(23'-7%) 23.714 27114 Pe Pv 1.517 UG 7.7100 0=1615.99 11.11 C=150 0.017580 136-31/ Pf 3.253 5 3 4-0 4-0 64.869 68.123 3LtE(16'-7) 49'-9Y 186-0/ Pe -0.000 Pv UG 8.5100 0=1615.99 9.12 C=140 0.012350 12- Pt 11.136 3 2 -3-0 -3'-0 68.123 79.259 E(32'-8%), BFP(-1 0.000), 2LtE(23'-714) 80'- 92'- Pe Pv 0.000 UG 7.7100 0=1615.99 11.11 C=150 0.017580 31-8Y 0.939 2 -3-0 3'-O 79.259 80.198 21'-8Y 1 LtE(16'-7), GV(5'-1Y4), S 53'- Pvf .... Route 2..... SP 1.0490 0=45.51 16.90 C=120 0.595694 0'-71 Pf 3.323 117 116 27'-4/2 26'-91/2 q=45.51 K=11.2 16.513 20.086 Spr(-16.513) PO(5'-O) 5'- 5'-7jPv Pe 0.250 BL 2.1570 0=93.01 8.17 C=120 0.066765 10'-0 Pt 0.668 116 118 26-914 26914 20.086 20.754 10'-0IPv I Pe BL 2.1570 Q=139.29 12.23 C=120 0.140944 10'-Pf 1.409 118 120 26'-9% 26'-914 20.754 22.163 10'-Pv Pe BL 2.1570 0=187.16 16.43 C=120 0.243431 1o'- Pt 2.434 120 122 26-914 26'-914 22.163 24.598 10 I Pe Pv © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:29AM Page 5 iIHydraulic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse 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 2.1570 0=237.64 20.86 C=120 0.378676 Pf 5.685 122 22 26'-9% 26'-9',4 24.598 30.283 PO(12'-3%) 2'-811 12'-3Y 15'-0' Pe Pv RN 2.1570 0=346.35 30.41 C=120 0.760144 1'-4fPf 10.368 22 21 26-9% 25'-5% 30.283 41.229 P0(12-3%) 12-3/ 13'-74Pv Pe 0.578 ..... Route 3•'••• SP 1.0490 0=45.77 16.99 C=120 0.602032 0-71 Pf 3.358 145 144 27-4% 26'-9'/2 q=45.77 K=11.2 16.703 20.312 Spr(-16.703) P0(5-0) 5-c 5'-71Pv Pe 0.250 BL 2.1570 0=93.54 8.21 C=120 0.067474 10-0f Pf 0.675 144 146 26-9% 26-9Y2 20.312 20.986 10'-0 Pe Pv BL 2.1570 0=140.09 12.30 C=120 0.142439 1 0'-q Pf 1.424 146 148 26-9% 26'-9% 20.986 22.411 10-Pv Pe BL 2.1570 0=188.22 16.53 C=120 0.246012 10-0 Pf 2.460 148 150 26'-9% 26-9Y2 22.411 24.871 10.-0 Pe Pv BL 2.1570 0=239.00 20.98 C=120 0.382682 2-8w Pf 5.745 150 17 26'-9% 26'-9Y2 24.871 30.616 P0(12-3%) 12'-3Y 150h/ Pe Pv RN 2.1570 0=348.31 30.58 C=120 0.768152 1'-4 Pf 10.478 17 16 26'-9% 25'-5% 30.616 41.672 P0(12-3%) 12'-3Y 13- Pe Pv 0.578 Gb ..... Route 4. '... SP 1.0490 0=45.84 17.02 C=120 0.603578 0-71 Pt 3.367 131 130 27-4% 26'-9'A q=45.84 K=11.2 16.750 20.367 Spr(-16.750) PO(5'-O) 5'- 5'-71 Pe Pv 0.250 BL 2.1570 0=93.67 8.22 C=120 0.067646 1 0'-q Pf 0.676 130 132 26-91/2 26'-9% 20.367 21.043 10'-tPv Pe BL 2.1570 0=140.28 12.32 C=120 0.142804 10,-0 Pt 1.428 132 134 26'-9% 26'-9% 21.043 22.471 10'-0 Pe Pv BL 2.1570 0=188.49 16.55 C=120 0.246641 10'-0 Pf 2.466 134 136 26-9% 26'-9',4 22.471 24.937 10'-0 Pe Pv BL 2.1570 0=239.33 21.01 C=120 0.383660 2'-8Y Pf 5.760 136 20 26'-9% 26'-916 24.937 30.698 PO(12'-3%) 12'-33/ 15.014 Pe Pv RN 2.1570 Q=348.79 30.62 C=120 0.770105 0-9/ Pt 0.618 20 19 26'-9% 25-11% . 30.698 31.663 0-9%Pv I Pe 0.348 DY 2.1570 0=348.79 30.62 C=120 0.770105 0'- Pf 9.477 19 18 26-11% 25'-5% 31.663 ..41.371 . P0(12-3%) 12'-3Y 12'-3Y4Pv Pe 0.230 Route 5 ..... SP 1.0490 0=46.28 17.18 C=120 0.614457 0-71 Pf 3.427 119 118 27-4% 26'-9'/2 q=46.28 K=11.2 17.076 20.754 Spr(-17.076) P0(5-0) 5 :-9 Pe 5-71 Pv 0.250 Route 6 ..... SP 1.0490 Q=46.35 17.21 C=120 0.616076 0-71 Pf 3.436 105 104 27-4% 26'-9% q=46.35 K11.2 17.125 20.812 Spr(-17.125) P0(5-0) 5'- 5'- Pe Pv 0.250 Route 7••'•• SP 1.0490 0=46.55 17.28 C=120 0.620980 0-71 Pf 3.464 147 146 27'4% 2691,4 q=46.55 K=11.2 17.272 20.986 Spr(-17.272) PO(5'-O) 5'-0 Pe 5-71 Pv 0.250 eo ..... Route 8 ..... SP 1.0490 0=46.61 17.30 C=120 0.622571 0'-71 Pf 3.472 133 132 27'-4% 26'-9Y2 q46.61 K=11.2 17.320 21.043 Spr(-17.320) P0(5-0) 5'- 5'- Pe Pv 0.250 ..... Route 9 ..... SP 1.0490 0=46.92 17.42 C=120 0.630103 0'-7 Pt 1.624 101 100 27-41/2 26'-9Y2 q=46.92 K11.2 17.547 19.421 Spr(-17.547) E(2-0) 2'-0 2'-7 Pe Pv 0.250 BL 2.1570 0=46.92 4.12 C=120 0.018825 12'-0 Pt 0.226 100 102 26-9% 26'-9'/2 19.421 19.647 12'-Q Pe PV Route 10 ..... 1, © M.E.P.CAD, Inc. Rio AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:29AM Page 6 I ~jjjjHydraulic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary SP 1.0490 Q=47.49 17.63 C=120 0.644541 OW Pt 1.661 115 114 274h/2 26'-9'A q=47.49 K=11.2 17.982 19.894 Spr(-17.982) E(2'-O) 2'-0 2-7 Pe Pv 0.250 BL 2.1570 Q=47.49 4.17 C=120 0.019256 10'-alpt 0.193 114 116 26'-9Y2 26'-9% . 19.894 20.086 10'- Pe Pv e&-e- Route 11 s... SP 1.0490 0=47.76 17.73 C=120 0.651359 0'- Pf 1.679 143 142 27'4h/2 26'-9'/z q=47.76 K=11.2 18.188 20.117 Spr(-18.188) E(2'-O) 2'-0 2'-7 Pe Pv 0.250 BL 2.1570 Q=47.76 4.19 C=120 0.019460 10,-0 Pf 0.195 142 144 26-9Y2 26'-9Y2 20.117 20.312 10'-0 Pe Pv ea ..... Route 12..''. - SP 1.0490 Q=47.83 17.76 C=120 0.653023 0-71 Pf 1.683 129 128 27-4% 26'-9% q=47.83 K=11.2 18.238 20.171 Spr(-18.238) E(2-0) 2'- 2'-7j Pe Pv 0.250 BL 2.1570 0=47.83 4.20 C=120 0.019510 1 O,_q Pt 0.195 128 130 26'-9Y2 26'-9Y2 20.171 20.367 10,-a Pe Pv ..... Route 13 '• SP 1.0490 0=47.87 17.77 C=120 0.653938 0-71 Pt 3.647 121 120 27'-41/2 26'-9'A q=47.87 K=11.2 18.265 22.163 Spr(-18.265) P0(5-0) 5 -0 V-7 Pe Pv 0.250 fib Route 14•'••• SP 1.0490 0=47.88 17.77 C=120 0.654207 0-71 Pf 3.649 107 106 27'-4% 26'-9Y2 q=47.88 K=11.2 18.274 22.173 Spr(-18.274) PO(5'-O) 5'- 51- Pe Pv 0.250 Route 16 ..... SP 1.0490 0=48.14 17.87 C=120 0.660852 - 0-71 Pt 3.686 149 148 2741/z 26'-9% q=48.14 K=11.2 18.474 22.411 Spr(-18.474) P0(5-0) 5-0 5'-7 Pe Pv 0.250 Go • ••• Route 16'...' SP 1.0490 0=48.21 17.90 C=120 0.662538 0-71 Pt 3.695 135 134 27'-4% 26'-9Y2 q48.21 K=11.2 18.525 22.471 Spr(-18.525) P0(5-0) 5'- 5'-71Pv Pe 0.250 . . . . • Route 17••'• SR. . 1.0490 . Q=50.47. i8.74 _..C=120.. .. 0.721343 ... •. 0'-71.RL4.023 109 108 27'-4% 26'-9% q=50.47 K=11.2 20.309 24.583 Spr(-20.309) PO(5'-O) 5'- 5'-71 Pe Pv 0.250 Qb •..'• Route 18 ..... SP 1.0490 0=50.49 18.74 C=120 0.721753 0-71 Pt 4.026 123 122 27-4% 26'-g% q50.49 K=11.2 20.321 24.598 Spr(-20.321) P0(5'.0) 5'- 5'-71 Pe Pv 0.250 eb •'• . - Route 19 SP 1.0490 0=50.77 18.85 C=120 0.729336 0'-71 Pt 4.068 151 150 27-4% 26'-9% q=50.77 K=11.2 20.552 24.871 Spr(-20.552) . P0(5-0) 5'- 5'- Pe Pv 0.250 =. ..... Route 20 ..... SP 1.0490 0=50.84 18.87 C=120 0.731185 0'-7f Pt 4.078 137 136 27'% 26'-9'A q=50.84 K=11.2 20.609 24.937 Spr(-20.609) P0(5-0) 5'- 6-7 Pe Pv 0.250 ••'• Route 21••••• SP 1.0490 0=54.23 20.13 C=120 0.823813 0-7r Pt 4.595 127 126 27-4% 26'-9% q=54.23 K=11.2 23.445 28.291 Spr(-23.445) PO(5'-O) 5'-c 5'-71 Pe Pv 0.250 BL 2.1570 0=54.23 4.76 C120 0.024612 T 10'-0Pf 0.246 126 124 269h/2 26'-9'A . 28.291 28.537...... 10-0 I Pe Pv 0.000 BL 2.1570 0=108.70 9.54 C=120 0.089092 7-31/2 Pt 1.746 124 22 26'-91/2 26'-9% 28.537 30.283 PO(12'-3%) 12'-3Y 19'-7Y4Pv Pe io ..... Route 22 • SP 1.0490 0=54.26 20.14 C=120 0.824757 OW Pt 4.600 113 112 27'-41/2 26'-9'/z q=54.26 K=11.2 23.474 28.325 Spr(-23.474) P0(5-0) 5'-0 6- Pe Pv 0.250 BL 2.1570 0=54.26 4.76 C=120 0.024641 10-0 Pf 0.246 112 110 26-91/2 26'-9% 28.325 28.571 10,-q Pe Pv 0.000 BL 2.1570 0=108.77 9.55 C=120 0.089194 T-11 Pt 1.730 110 24 26-9% 2691,4 28.571 30.301 PO(12'-3%) 12'-3Y 19'-434Pv Pe , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:29AM Page 7 IHydraulic Analysis U L Job Number: 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Total Length Goo Pn Fittings Eq. Length Summary oo • Route23*0000 SP 1.0490 Q=54.47 20.22 C=120 0.830583 U-7 Pf 4.633 125 124 27'-4/2 26'-9% q=54.47 K=11.2 23.653 28.537 Spr(-23.653) PO(5'-0) 5'-0 6-7 Pe Pv 0.250 ab ..... Route 24..... SP 1.0490 Q=54.50 20.23 C=120 0.831534 0'-7rPt 4.638 111 110 27-4% 26'-9'/2 q=54.50 K11.2 23.683 28.571 Spr(-23.683) P0(5-0) 5- 5'-71 Pe Pv 0.250 ia ..... Route 25 SP 1.0490 Q=54.54. 20.25 C=120 0.832410 0'-7 Pf 4.643 155 154 27'% 2691,4 q=54.54 K=11.2 23.710 28.603 Spr(-23.710) PO(5'-0) 6-0 6-71 Pe Pv 0.250 BL 2.1570 Q=54.54 4.79 C=120 0.024869 10-C Pf 0.249 154 152 26-91/2 26'-9'A 28.603 28.852 1 V-0 Pe Pv 0.000 BL 2.1570 0=109.31 9.60 C=120 0.090022 7-3Y N 1.764 152 17 26'-9% 26'-9% 28.852 30.616 PO(12'-3%) 12'-3/ 19'-7Y Pe Pv Route 26 ..... SP 1.0490 Q=54.61 20.27 C=120 0.834508 0'-Z Pt 4.655 141 140 27-4% 26'-9% q54.61 K11.2 23.774 28.679 Spr(-23.774) PO(5'-O) 5'-c 5'- Pa Pv 0.250 BL 2.1570 Q=54.61 4.79 C=120 0.024932 10'-O N 0.249 140 138 26-9% 26'-9% 28.679 28.929 10'-Pv Pe 0.000 BL 2.1570 Q=109.46 9.61 C=120 0.090248 7'-3Y Pf 1.769 138 20 26-9% 26'-9% 28.929 30.698 P0(12-3%) 12'-3Y 19'-71/4 Pa Pv, . . . . . Route 27 ..... SP 1.0490 Q=54.78 20.33 C=120 0.839246 0'-7f Pt 4.681 153 152 27'-4% 26'-9% q=54.78 K=11.2 23.920 28.852 Spr(-23.920) P0(5-0) - 5'- 5'-71 Pe Pv 0.250 Route 28 ..... SP 1.0490 Q=54.85 20.36 C=120 0.841360 0-71 Pt 4.693 139 138 27'-4% 26'-9% q=54.85 K=11.2 23.985 28.929 Spr(-23.985) PO(5'-0) 6-0 6-71 Pa Pv 0.250 ••••• Route 29••••• BL .. 2.1570 ... 4.87 C=120 . 0.0257.00 . . 10'-Ol Pf. 0.257. 156 157 27-3% 27-3'/2 q55.51 K=11.2 24.567 24.824 Spr(-24.567) 10'- Pa Pv BL 2.1570 Q=111.32 9.77 C=120 0.093096 10,-C Pf 0.931 157 158 27'-3% 27'-3Y2 q=55.80 K11.2 24.824 25.755 Spr(-24.824) 10'-C Pa Pv BL 2.1570 Q=168.15 14.76 C=120 . 0.199694 10-C Pf 1.997 158 159 27'-31/2 27'-3'% q=56.84 K=1 1.2 25.755 27.752 Spr(-25.755) 10,-C Pe Pv BL 2.1570 Q=227.16 19.94 C=120 0.348342 T 12'-8Y Pt 8.713 159 15 27'-3% 27'-31A q59.00 K=11.2 27.752 36.465 Spr(-27.752) PO(12'-3%) 12-3/ 25'-0Y Pa Pv RN 2.1570 Q=227.16 19.94 C=120 0.348342 1'-1 N 4.926 15 14 27'-31/2 25'-5% 36.465 42.186 P0(12-3%) 12'-3Y 14'-14Pv Pe 0.795 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) • ( Actual Inside Diameter \487 - . Schedule 40 Steel Pipe Inside Diameter - Factor C Value Multiplier Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 0 M.E.P.CAD, Inc. AutoSPRlNK® VR5 v5.2.6 07/26/2007 10:41:29AM Page 8 Pipe Type Legend AO Arm-Over BL Branch Line CM Cross Main ON Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underçround Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated Pv Velocity pressure at a point in a pipe i IHydraulic Analysis I Job Number: 07-554 Report Description: Spec. Warehouse Eq. Length I Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backfiow 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 11Y4° Elbow Ee2 221A° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange EN 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. Is AutoSPRlNK®VR5 v5.2.6 07/26/2007 10:41:29AM Page 9 IHydrauIic Graph I Job Number: 07-554 Renort Dstrintinn Snac Warahnusa Supply at Node I 150— 135— --Static Pressure 130.000 1500.00 128.000 120 5— 10 1615 90 99 80.198 —2115.99withhosestreams T 75 Oor OL / 60—--- 45. 7. System demand curve 15- - LLLLLU. I II 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 I I I I I I I I I I I 0 — p250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydraulic Graph Supply at Node 1 Stutic Pressure 130.000 Residual P- 1500.00 @ 128.000 Available PressureTime of Test 126.220 @2115.99 Syotes, Demand 1615.99 @ 80.198 System Demand (Including Hose vaowanve) 2115.99 @80.198 , © M.E.P.CAD, Inc. FJ AutoSPRINK® VR5 v5.2.6 07/26/2007 10:41:31AM Page 10 ~,JjjjHydraufic Summary I Job Number: 07-554 Report Description: Ordinary Group II Job Job Number 07-554 Design Engineer Kira Sandage Job Nurse Bressi Ranch Lots 33-36 Slate Cresificutloodicense Number C-16 558084 Address I AW Address Job Site Building & E Mezzanine _D City Drawing Name Carlsbad State CA Zp Code 92008 FS 4- BLDG D-E MEZZ System Remàte Area(s) Most Demanding Sprinkler Data 5.6 K-Factor 20.00 at 12.755 Occupancy -Ordinary Group II Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Apptcufioo 1500.001t2 (Actual 1551 .05ft2) Additional Hose Supplies Node Flow(cipm) Honker Of Sprinklers Calculated 16 Coverage Per Sprinkler 100.00W AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Left: 85.698 Right: 85.698 1059.05ga1 Total Hose Streams 250.00 System Flow Demand 382.03 Total Water Required (Including Hose Allowance) 632.03 Madmun, Pressure Unbalance In Loops 0.000 Ma,dnrun, Velocity Above Ground 33.54 between nodes 15 and 17 Meidmum Velocity Under Ground 2.63 between nodes 1 and 2 volume capacity ofWet Flpns Voturneuapauityof Dry Pipes Suppliis - Node Hose Flow Static (gpm) (psi) Residual Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 1 130.000 1 128.000 1500.00 129.596 1 632.03 1 85.698 43.898 Contractor Contractor Number 07-554 Contact Name Contact Title Contractor Name Industrial Fire Sprinkler Co., Inc. Prone Eutenslon Address I 3845 Imperial Ave. FAX uddress 2 E-mail Oily San Diego Slate CA Zip Code 92113 Web-Site © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:36:31AM Page 1 IISummary_Of Outfiowing Devices I Job Number: 07-554 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure - (psi) Sprinkler 101 24.21 20.00 5.6 18.683 Sprinkler 102 25.36 20.00 5.6 20.515 c Sprinkler 103 20.00 20.00 5.6 12.755 Sprinkler 104 20.98 20.00 5.6 14.042 Sprinkler 105 21.92 20.00 5.6 15.319 Sprinkler 106 23.85 20.00 5.6 18.138 Sprinkler 107 27.24 20.00 5.6 23.655 Sprinkler 108 21.25 20.00 5.6 14.401 Sprinkler 109 22.29 20.00 5.6 15.841 Sprinkler 110 23.27 20.00 5.6 17.268 Sprinkler 112 25.31 20.00 5.6 20.420 Sprinkler 113 22.21 20.00 5.6 15.732 Sprinkler 114 23.29 20.00 5.6 17.294 Sprinkler 115 24.31 20.00 5.6 18.843 Sprinkler 116 1 26.42 20.00 5.6 22.261 Sprinkler 117 1 30.13 20.00 5.6 28.948 c Most Demanding Sprinkler Data , © M.E.P.CAD, Inc. jiJAutoSPRlNK® VR5 v5.2.6 07/26/2007 10:36:32AM Page 2 l Node Analysis I' I Job Number: 07-554 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 22 11-10 PO(6-0) 27.780 20 11-10 PO(8-0) 27.985 21 12-5 2.T(6'-O) 24.263 18 11'-10 P0(8-0) 29.856 19 12-5 2T(6'-O) 27.264 17 11--lo PO(8'-O) 34.132 16 12'-5 2T(6-0) 29.681 15 25'-6 PO(12'-3Y2) 72.290 23 26-6 P0(9-l1) 0.000 5 1'-0 E(16'-4) 83.545 4 1-0 fE(16-0) 83.569 3 4-0 LtE(16'-7) 85.561 2 4-0 LtE(23'-7Y2) 85.632 101 12-5 Spr(-18.683) 18.683 24.21 102 12'-5 Spr(-20.515) 20.515 25.36 103 12'-5 Spr(-12.755) 12.755 20.00 104 12'-5 Spr(-14.042) 14.042 20.98 105 12'-5 Spr(-15.319) 15.319 21.92 106 12'-5 Spr(-18.138) 18.138 23.85 107 17-5 Spr(-23.655) 23.655 27.24 108 12'-5 Spr(-14.401) 14.401 21.25 109 12'-5 Spr(-15.841) 15.841 22.29 110 12-5 Spr(-17.268) 17.268 23.27 112 12-5 Spr(-20.420) 20.420 25.31 113 12-5 Spr(-15.732) 15.732 22.21 114 12-5 Spr(-17.294) 17.294 23.29 115 12'-5 Spr(-18.843) 18.843 24.31 116 12'-5 Spr(-22.261) 22.261 26.42 117 12'-5 1 Spr(-28.948) 28.948 30.13 1 4-0 1 8 85.698 382.03 , © M.E.P.CAD, Inc. F111 AutoSPRINK® VR5 v5.2.6 07/26/2007 10:36:33AM Page 3 ~jjjjHydraulic Analysis I Report Job Number: Description: Ordinary 07-554 Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary 4iDe e-oo Route 1•••• BL 1.0490 0=20.00 7.42 C=120 0.130131 9'-110V Pt 1.287 103 104 12-5 12'-5 q=20.00 K=5.6 12.755 14.042 Spr(-12.755) 9'-1101/2 Pe Pv BL 1.3800 0=40.98 8.79 C=120 0.129061 9'-101/2 Pt 1.276 104 105 12'-5 12'-5 q=20.98 K=5.6 14.042 15.319 Spr(-14.042) 9'-10Y Pe Pv BL 1.3800 Q=62.90 13.49 C=120 0.285087 9.-110y Pt 2.820 105 106 12'-5 12'-5 q=21.92 K=5.6 15.319 18.138 Spr(-15.319) 9'-lOY Pe Pv BL 1.3800 0=86.75 18.61 C=120 0.516727 5-1d Pt 6.125 106 21 12-5 12'-5 q=23.85 K=5.6 18.138 24.263 Spr(-18.138) T(6'-O) 6'- 11'-lPv Pe CM 1.6100 0=113.99 17.96 C=120 0.404207 0'-7 Pt 3.469 21 20 12'-5 11'-I0 24.263 27.985 PO(8'-O) 8'-0 8'-7j Pe Pv 0.253 CM 2.1570 0=163.56 14.36 C=120 0.189712 9,-101/2 pf 1.871 20 18 11-10 ll'-lO 27.985 29.856 g'-ioy Pe Pv CM 2.1570 0=255.67 22.45 C=120 0.433534 9,-101/2 P1 4.276 18 17 11'-10 ll'-lO 29.856 34.132 9'-I0y Pe Pv CM 2.1570 Q=382.03 33.54 C=120 0.911364 2751/2 Pt 44.083 17 15 111-10 26-6 34.132 72.290 2fE(4'-31/2), PO(12'-3%) 20'-11 48'-4Y Pe -5.925 Pv CM 6.3570 0=382.03 3.86t C=120 0.004717 94'-0 Pt 0.633 15 5 25-6 "W- " ' 345 fE(12'-7), LtE(1I'-4), fE(16'-4) 40'-3 134'-2y Pe Pv 10.621 0M 8.3290' 0=382.03 , 2.25 ' 020 0.001265 3'-1 Pt 0.024 4 11-0 / "\ ' ri \.J V\8.545 83.569 fE(16'-O) 16'-I 19'-1 Pe -0.000 Pv UG 7.7100 1 Q=382.03 2.63 C=150 0.001220 138'-2 Pt 0.257 4 3 l'-O J -31-0 / 83.569 85.561 E(22'-1 1%), 3LtE(16-7) 72'-9 210'-11 Pe Pv 1.734 NG 8.*0 Q=382.03 2.15 C=140 0.000857 12'-0 Pt 0.071 2 4-0 85.561 85.632 3LtE(23'-71/2), BFP 70'-11 82'-11 Pe Pv UG 7.7100 0=382.03 2.63 C=150 0.001 220 32'-10 Pt 0.067 2 I 4-0 4-0 85.632 85.698 LtE(l 6-7), GV(5'-1 ¼), S 21' -81/il 54614 Pe Pv BL 1.0490 0=21.25 7.89 C=120 0.145591 9'-1ay Pt 1.440 108 109 12-5 I2'-5 q=21.25 K=5.6 14.401 15.841 Spr(-14.401) 9,-lay Pe Pv BL 1.3800 0=43.54 9.34 C=120 0.144336 9-101/2 Pt 1.427 109 110 12-5 12'-5 q=22.29 K=5.6 15.841 17.268 Spr(-15.841) 9,-lay Pe Pv - BL 1.3800 0=66.81 14.33 C=120 0.318715 9,-101/2 Pt 3.152 110 112 12'-5 12'-5 q=23.27 K=5.6 17.268 20.420 Spr(-17.268) 9'-I01/2 Pe Pv BL 1.3800 0=92.12 19.76 C=120 0.577381 5'-1 Pt 6.844 112 19 12'-5 12'-5 q=25.31 K=5.6 20.420 27.264 Spr(-20.420) T(6'-a) 6'- 1111-1 Pe Pv CM 1.6100 0=92.12 14.52 C=120 0.272541 0'-7 Pt 2.339 19 18 12'-5 ll'-la 27.264 29.856 P0(8-a) 8'- 8'-71 Pe Pv 0.253 eo ..... Route 3 ..... BL 1.0490 0=22.21 8.25 C=120 0.157993 9'-101/Pt 1.563 113 114 12'-5 12'-5 q22.21 K=5.6 15.732 17.294 Spr(-15J32) 91-1 01/ Pe Pv BL 1.3800 0=45.50 9.76 C=120 0.156586 9'-101/2 Pt 1.549 114 115 12-5 12'-5 q=23.29 K=5.6 17.294 18.843 Spr(-17.294) 9'-10y Pe Pv BL 1.3800 0=69.81 14.97 C=120 0.345675 9-101/2 Pt 3.419 115 116 12'-5 12'-5 q=24.31 K=5.6 18.843 22.261 Spr(-18.843) 9,-10y Pe Pv BL 1.3800 0=96.23 20.64 C=120 0.625989 5'-lq Pt 7.420 116 16 12'-5 12'-5 q=26.42 K=5.6 22.261 29.681 Spr(-22.261) T(6'-a) 6'- 11'-lPv Pe CM 1.6100 0=126.36 19.91 C=120 0.489091 a'-71 Pt 4.198 16 17 12-5 ll'-lO 29.681 34.132 PO(8'-a) 8'-0 8'-7 Pe Pv 0.253 Route 4••••• , 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:36:33AM Page 4 f~jjjHydraulic Analysis I Job Number: 07-554 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.0490 Q=24.21 8.99 C=120 0.185230 9'-101% Pf 1.832 101 12'-5 q=24.21 K=5.6 18.683 Spr(-18.683) Pe 102 12'-5 20.515 9'-I0Y Pv BL 1.3800 Q=49.57 10.63 C=120 0.183480 26-214 Pf 7.012 102 12-5 q=25.36 K=5.6 20.515 Spr(-20.515) 12'-q Pe 0.253 22 11'-I0 27.780 T(6'-O), PO(6'-O) 38'-21/ Pv CM 2.1570 Q=49.57 4.35 C=120 0.020843 9'-l01/Pf 0.206 22 11-10 27.780 Pe 20 11-10 27.985 9'-IOY Pv Go "•• Route 5••••• BL 1.3800 0=27.24 5.84 C=120 0.060599 4-0Y Pf 0.608 107 12'-5 q=27.24 K=5.6 23.655 Spr(-23.655) 6'-c Pe 21 12'-5 24.263 T(6'-O) 10'-0Y Pv '.• • Route 6..... BL 1.3800 0=30.13 6.46 C=120 0.073045 4'014 Pf 0.733 117 12-5 q=30.13 K=5.6 28.948 Spr(-28.948) 6'- Pe 16 12'-5 29.681 T(6-0) 10'-0YPv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I C Value Multiplier • I Actual Inside Diameter 487 Value Of C 100 130 140 150 '4. Schedule 40 Steel Pipe Inside Diameter ) - = Factor MultiplyingFactor0.7131.161.331.51 PipeTypeLegend UnitsLegend Fittings Legend 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 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 UGUnderground Pv_ ______Velocity pressure ata point inapipe. __- _ - EE 45* Elbow - V Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow V fEE 45° FireLock(TM) Elbow V fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose FIV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve V 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 ZCap () MEPCADV Inc IRA AutoSPRINKOD VR5 v526 07/26/2007 10:36:33AM Pace 5 j~j jjHydrauficGraph I Job Number: 07-554 Report Description: Ordinary Group I Supply at Node I 150— 135--- Static Pressure 130.000 @ 128.00 _1500.00 :T 120- 105— 90— 82 Wi h hose stream CL a. 75 45 - - stem demand cue - - 30— 15— -- 111111111 111111111 111111111 111111111 111111111 0— 50 300 450 600 750 900 1050 1200 io 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Slotic Pressure 130.000 Residue! Pressure 1500.00 © 128.000 Available PressoreTime of Test 129.596 @632.03 Systrer Desrend 382.03 @ 85.698 Syster,, Doreaed (Including Hoes Ailowenco) 632.03 © 85.698 , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/26/2007 10:36:34AM Page 6 Job Number 07-554 Reoort Descriotion: SDeC. Warehouse Job. .. .•... . Job Number Design Engineer 07-554 Kim Sandage Job Name State Cestificatiood..icenso Number Bressi Ranch Lots 33-36 C-16 558084 Address 1 AHJ Address 2 Job Site Building & E _D City State Zip Code Droning Name Carlsbad CA 92008 FS 3- Bressi Bldg D-E System .. ...; .. ..... . . .. .. .. .. :. . . Remote Area(s) .. .............. _;•. .. . . ... . . Most Descending Sprintdm Data Occupancy 11.2 K-Factor 45.00 at 16.143 Spec. Warehouse Hose Allowance At Source Density Area of Applicolion 500.00 0.450gpm/1t2 3000.00ft2 (Actual 2999.74ft2) Additional Hose Supplies Number Of SpnnkJere Calculated Coverage Per Sprinkler Node Flow(aom) 32 100.00ft2 AotoPeab ResuSo Pressure For Remote Area(s) A4acent To Most Remote Area Total Hose Streams 500.00 System flow Demand Tote Water Reqmdmed (Including Hose Allowance) 1614.16 ] 2114.16 - .- Madmum Pressure Unbalance In Loops - 0.000 Maximum Votosit f Above Ground 30.58 between nodes 17 and 18 MadmumVelocil rUnder Ground 11.09 between nodes 3 and 5 Volume capacity If Wet Pipes Volume capacity of Dry fipee 1 462 .16gal Supplies Hose Flow Static Residual @ Flow Available @ Total Demand Required Safety Margin Node I (gpm) (psi) (psi) (gpm) (psi) (gpm) (psi) (psi) 1 500.00 1 130.000 I 128.000 1500.00 126.226 2114.16 80.163 46.064 FILE COPY APPROVDSJUBMITTED CARL&B-Aff Contractor Controotor Number Contact Name Contact Title 07-554 Contractor Name Phone Extension Industrial Fire Sprinkler Co., Inc. Address I FAX 3845 Imperial Ave. Address 2 Elttall City State Zip Coda Web.Sito San Diego CA 92113 (e, © M.E.P.CAD, Inc. i AutoSPRlNK® VR5 v5.2.6 07/27/2007 10:59:38AM Page 1 mmary Of Outfiowing Devices 1i I Job Number 07-554 Report Description: Spec. Warehouse Device Actual Flow (gpm) - Minimum Flow (gpm) K-Factor (K) I -Pressure (psi) Sprinkler 105 46.35 45.00 11.2 17.125 Sprinkler ioYf 47.88 45.00 11.2 18.274 Sprinkler 109 50.47 45.00 11.2 20.309 Sprinkler 111 54.50 45.00 11.2 23.683 Sprinkler 113 54.26 45.00 11.2 23.474 Sprinkler 101 46.92 45.00 11.2 1 17.547 c Sprinkler 103 45.00 45.00 11.2 16.143 Sprinkler 115 47.49 45.00 11.2 17.982 Sprinkler 117 45.51 45.00 11.2 16.513 Sprinkler 119 46.28 45.00 11.2 17.076 Sprinkler 121 47.87 45.00 11.2 18.265 Sprinkler 12-3-t 50.49 45.00 11.2 20.321 Sprinkler 125 54.47 45.00 11.2 23.653 Sprinkler 127 54.23 45.00 { 11.2 23.445 Sprinkler 129 47.58 45.00 11.2 18.048 Sprinkler 131 45.60 45.00 11.2 16.574 Sprinkler 133 46.37 45.00 11.2 17.139 Sprinkler 135 47.95 45.00 11.2 18.332 Sprinkler 137 50.58 45.00 _11.2 20.395 Sprinkler 139 54.57 45.00 _11.2 23.739 Sprinkler 141 54.33 1 45.00 11.2 23.530 Sprinkler 143 47.76 45.00 11.2 18.187 Sprinkler 145 45.77 45.00 11.2 16.703 Sprinkler 147 I 46.55 45.00 11.2 17.272 Sprinlder 149 48.14 45.00 11.2 18.474 Sprinkler 151 1 50.77 45.00 11.2 20.552 Sprinkler - 153J. 54.78 45.00 -- 11.2 23.920 Sprinkler 155 54.54 45.00 11.2 23.709 Sprinkler 156 55.51 45.00 11.2 24.566 Sprinkler 157 55.80 45.00 11.2 24.823 Sprinkler 158 56.84 45.00 11.2 25.754 Sprinlier 159 59.00 45.00 11.2 27.750 Q Most Demanding Sprinkler Data - - f, © M.E.P.CAD, Inc. eila AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:39AM - Page 2 f±1I YSIS Job Number. 07-554 Renort rintion Snt Wirehnii Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 104 26'-9Y2 I PO(5'-O) 20.812 106 1 26'-9Y2 PO(5'-O) 22.173 108 26'-91/2 PO(5'-O) 24.583 23 25-5% 1 P0(12-3%) 41.194 24 1 26-9% 2P0(12'-3%) 30.301 110 1 26'-9Y2 P0(5-0) 28.571 112 269h/2 PO(5'-O) 1 28.325 48 25'-5Y2 P0(12'-3% 0.000 100 26'-9Y2 E(2'-O) 19.421 102 25..91,4 PO(5'-O) 19.647 114 26'-9Y2 E(2'-O) 19.894 116 26-9% 1 P0(5-0) 1 20.086 118 26'-91/2 PO(5'-O) 1 20.754 120 26'-9% PO(5'-O) 22.163 122 J 26'-9Y2 1 P0(5-0) 24.598 21 26-51/2 PO(12'-33/4) 1 41.229 22 25-9% 2P0(12'-33/4) 30.283 j 124 26-91/2 PO(5'-O) 28.537 1 126 259h/z [ PO(5'-O) 28.291 85 25'-51h PO(12'-3%) 0.000 128 25-9% 1 E(2'-O) 19.965 130 25-914 P0(5-0) 20.158 132 1 25-914 PO(5'-O) 20.828 1341 25-91/2 P0(5-0) 22.242 136 25'91/2 PO(5'M) 24.685 19 25-514 PO( 2'-3%) 41.371 20 25-91/2 1 2P0(12'-33/4) 30.389 138 26-9% P0(5-0) 28.637 140 ] 26-91/2 P0(5-0) 1 28.390 180 1 25-5%] P0(12-3%) 0.000 1421 26-91/2 1 E(2-0) 1 20.116 144 26'-9%1 P0(5-0) 20.311 146 259h/2 1 P0(5-0) 20.986 148 1,,,., 25-91/2 P0(5-0) .. 22410 T 150 1 25-9% P0(5-0) 24.870 17 25-51/2 PO(12'-3%) 41.671 18 26-91/2 2P0(12'-3%) 30.615 152 26-9% P0(5-0) 28.851 154 26-91/2 P0(5-0) 28.602 221 25-51/2 P0(12-3%) 0.000 1 16 25-51/2 PO(12'-3%) 42.155 14 1 25-51/2 PO(12'-3%) 42.183 15 27-31/2 2P0(12'-3Y4 36.463 280 25-5% PO(12'-3%) 0.000 13 25-51/2 P0(12-3%) 1 42.862 305 25-51/2 PO(12'-3%) 0.000 12 25-5% P0(12-3%) 43.540 328 2:5-51/2 1 PO(12'-3%) 0.000 1 11 25-51/2 P0(12-3%) 44.219 353 25'-51/2 PO(12'-33/4) 0.000 10 25'-5% 1 PO(12'-33/4) 44.897 377 25-5% P0(17-3%) 0.000 410 25-5% P0(12-3%) 0.000 5 -3'-0 LtE(23'-71,4) 64.845 4 0'-6 62.994 1 3 1 -3'-0 LtE(16'-7) 68.092 2 1 4-0 LtE(23'-71/2) 79.226 105 27'-414 Spr(-17.125), T(5'-O) 17.1251 46.35 1 107 27-4% Spr(-18.274), 1(5-0) 18.274 47.88 109 27'-4% 1 Spr(-20.309), T(5'-O) 20.309 50.47 111 27'-4% Spr(-23.683), T(5'-O) 23.683 54.50 113 27'4% Spr(-23.474), T(5'-O) 23.474 54.26 101 27'-414 Spr(-17.547), T(5'-O) 17.547 46.92 103 27-41/2 Spr(-16.143), T(5'-O) 16.143 45.00 1 115 27-4% 1 Spr(-17.982), T(5'-O) 17.982 47.49 117 27-41/2 Spr(-16.513),T(5'-O) 16.513 45.51 1 119 27-414 Spr(-17.076), T(5'-O) 17.076 46.281 121 1 27'-4% Spr(-18.265), T(5'-O) 18.261 47.87 123 1 27'-4% Spr(-20.321), T(5'-O) 1 20.321 1 50.49 125 L 27-4% Spr(-23.653), T(5'-O) 1 23.653 54.47 127 27-41/2 Spr(-23.445), T(5'-O) 129 27-4% Spr(-18.048), T(5'-O) 18.048 47.58 131 27'% 1 Spr(-16.574), T(5'-O) 16.574 45.60 133 1 27'-41/2 Spr(-1 7.139), T(5'-O) 17.1391 46.37 135 27-4% Spr(-18.332), T(5'-O) 18.3321 47.95 . -. 137 27'% Spr(-20.395), T(5'-O) 20.395] 50.58 139 27'-4% 1 Spr(-23.739), T(5'-O) 23.739 54.57 1, 0 M.E.P.CAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:40AM Page 3 -554 Job Number 07 - Report Description: Spec. Warehouse Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 141 27'-4Y2 Spr(-23.530), T(5'-O) 23.530 54.33 143 274h/2 Spr(-18.187), T(5'-O) 18.187 47.76 145 27'-4/2 Spr(-16.703), T(5-0) 16.703 45.77 147 27'-4% Spr(-1 7.272), T(5'-O) 17.272 46.55 149 274h/2 Spr(-1 8.474), T(5'-O) 18.474 48.14 151 27'-4V2 Spr(-20.552), T(5'-O) 20.552 50.77 153 2741A Spr(-23.920), T(5'-O) 23.920 1 54.78 155 27'-4Y2 Spr(-23.709), T(5'-O) j 23.7091 54.54 156 27'-3% Spr(-24.566) 1 24.566 55.51 157 27'-3Y2 Spr(-24.823) i 24.8231 55.80 158 27-3V2 Spr(-25.754) 25.7541 56.84 159 27'-31/2 Spr(-27.750) 27.750 1 59.00 - 1 4-0 S 80.163 1614.16 , © M.E.-.CAD, Inc. 40 AutoSPRINK® VRS v5.2.6 07/27/2007 10:59:40AM Page 4 41iiydrauIic Aflalysis Job Number 07-554 Reoort Descriotion: Snec. Warehouse Pipe Type Downstream Upstreim Diameter Elevation Flow Discharge Velocity K-Factoi HWC Pt Pn Friction Loss Length Pressure Fittings Eq. Length Summary Total Length SP 1.0490 Q=45.00 16.71 C=120 0.583337 0'-71 Pt 3.254 N. Pie 0250 5'-71 Pv 103 274h/2 q=45.00 K11.2 16.143 Spr(-16.143) 102 26-9Y2 19.647 PO(5-0) BL 2.1570 0=91.92 8.07 C=120 0.065324 9'-21/ Pt 1.164 84Y Pe 17-1 Q Pv 102 26-914 19.647 104 26-9Y2 20.812 2E(4-33/4) BL 2.1570 0=138.26 12.14 C=120 0.139031 9-914 Pt 1.361 Pe - 9-91/Pv 104 26-9Y2 20.812 106 26'-9Y2 22.173 BL 2.1570 Q=186.14 16.34 C=120 0.240996 10'-01 Pt 2.410 1 Pe 10'-t Pv 106 26-914 22.173 108 26-9Y2 24.583 BL 2.1570 0=236.61 20.77 C=120 0.375645 2'-111 Pt 5.718 12-34 Pe 15'-24Pv 108 26'-gYz 24.583 24 26'-9'/2 30.301 P0(17-3%) RN 2.1570 0=345.38 30.32 C=120 0.756240 1-4 Pt 10.315 12-3Y. Pe 0.578 13'-r4Pv 24 26'-9Y2 30.301 23 25-5'/2 41.194 P0(12-3%) CM 6.3570 0=345.38 3.49 C=120 0.003914 9'-Q Pf 0.035 Pe 9*-q Pv 23 25-514 41.194 21 25-5Y2 41.229 CM 6.3570 Q=691.73 6.99 C=120 0.014148 10'-8 Pt 0.141 Pe 10'4Pv 21 26-51/2 .229 19 25-5Y2 41.371 CM 6.3570 0=1038.70 10.50 C=120 0.030014 iO'-O 10'- (Pc Pf 0.300 Pv 19 25'-5% 41.371 17 25'-5Y2 41.671 CM 6.3570 0=1387.01 14.02 C=120 0.051246 951/ P1 0.484 Pe 9'-51/Pv 17 2551,4 41.671 16 25'-5'/2 . 42.155 CM 6.3570 0=1387.01 14.02 C=120 0.051246 0-61/ _64 Pt 0.028 Pe Pv 16 25'-5Y2 42.155 14 2551,4 42.183 CM 6.3570 0=1614.16 16.32 C=120 0.067845 10'-q I 1O'.-ØPv Pt 0.678 Pe 14 25-5Y2 42.183 13 25'-51h 42.862 CM 6.3570 0=1614.16 16.32 C=120 0.067845 10'-8 Pt 0.678 I Pe 10'-( Pv 13 25-5Y2 42.862 12 25'-5Y2 43.540 CM 6.3570 Q=1614.16 16.32 C=120 0.067845 10- Pt 0.678 Pe 10-Pv 12 25-5Y2 43.540 11 25-5% 44.219 CM 6.3570 0=1614.16 16.32 C=120 0.067845 10-a 1 10-Pv Pt 0.678 Pe 11 25'-5% 44.219 10 25-5Y2 44.897 CM - 63570 0=1614.16 16.32 C=120 0.067845 56111,4 5O31 107"-,;,Pv Pt 7.276 Pe 10.820 10 25'-5Y2 44.897 4 O'-6 62.994 4fE(12'-7) UG 8.5100 Q=1614.16 9.10 C=140 0.012324 3-8 23'-7/ 27114Pv Pt 0.334 Pe 1.517 4 0-6 62.994 5 30 64.845 LtE(23-7'/z) UG 7.7100 0=1614.16 11.09 C=150 0.017544 - 135'-314Pf 49-9Y 185'-0Y 3.247 Pc -0.000 Pv 5 -3'-0 64.845 3 -3'-0 68.092 3LtE(16'-7) UG 8.5100 Q=1614.16 9.10 C=140 0.012324 12-0(Pt 80'-1 97-0 11.134 Pe 0.000 Pv 3 -3'-0 68.092 2 -3-0 79.226 E(32'-8%), BFP(-10.000), 2LtE(23'-714) UG 7.7100 0=1614.16 11.09 C=150 0.017544 31'-8Y 21'-8Y 53-s Pt 0.937 Pe Pv 2 -3-0 79.226 I -3-0 80.163 LtE(16'-7), GV(5-Vh), S Gb ..... Route 2 ..... SP 1.0490 Q=45.51 16.90 C=120 0.595694 0'-7 Pt 3.323 117 116 27-414 26-914 q=45.51 K11.2 16.513 20.086 Spr(-16.513) PO(5'-O) 5-cPe 5-7iPv 0250 BL 2.1570 Q=93.01 8.17 C=120 0.066765 10'-tY Pt 0.668 116 118 26'-91/2 26-914 20.086 20.754 10-Pv Pe BL 2.1570 0=139.29 12.23 C=120 0.140944 10'-C N 1.409 118 120 26-9Y2 26-934 22.163 20 .754 10-qpv Pe , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:41AM Page 5 Hydraulic.Analysis. Job Number 07-554 Report Description: Spec. Warehouse Pipe Tyre Diameter Flow Velocity HWC Friction Loss L.ength Pressure Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings - Eq. Length Total Length Summary BL 2.1570 0187.16 16.43 C=120 0.243431 10'-Q Pt 2.434 120 122 26'-9% 26-9Y2 22.163 24.598 1O'-Pv Pe BL 2.1570 0=237.64 20.86 C=120 0.378676 2-8Y Pt 5.685 122 22 26-9/2 26-9Y 24.598 30.283 PO(12'-3%) 12'-3 15-O4Pv Pe RN 2.1570 0=346.35 30.41 C=120 0.760144 1'-4 Pt 10.368 22 21 2&-9% 25'-5Y2 30.283 41.229 P0(12-3%) 12-3I 13'-7YPv Pe 0.578 ,coute. ..... SP 1.0490 0=45.60 16.93 C=120 0.597720 0'-71 Pt 3.334 131 130 2741/2 26'-9Y2 q45.60 K11.2 16.574 20.158 Spr(-16.574) PO(5-0) 5'-( 5-71 Pe Pv 0.250 BL 2.1570 0=93.18 8.18 C=120 0.066992 1 10'- Pt 0.670 130 132 26-9Y 26'-9Y2 20.158 20.828 10'-Pv 1Pe BL 2.1570 0=139.54 12.25 C=120 0.141422 10'-c Pt 1.414 132 134 2691,2 26'-9.4 20.828 22.242 101-0, 1 Pe Pv BL 2.1570 0=187.50 16.46 C=120 0.244256 10-p Pt 2.443 134 136 26'-9% 26-9 22.242 24.685 - 104Pv I Pe BL 2.1570 0=238.08 20.90 C=120 0.379957 2'-81/ Pf 5.704 136 20 26-91/i 26-9% 24.685 30.389 P0(12-3%) 12-3V 15-0.iPv Pe RN 2.1570 0=346.98 30.46 C=120 0.762704 1-41 Pt 10.403 20 19 26-9% 25'-5% 30.389 41.371 P0(17-3%) 12'-3% 13-r4Pv Pe 0.578 © M.E.P.CAD, Inc. AutoSPRlNK® VR5 v5.2.6 07/27/2007 10:59:41AM Page 6 1iiydrauIià Aflálysis Job Number. 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream SP 1.0490 Q-47.49 17.63 C120 0.644541 0'-7Pf 2'-d 2'-7j 1.661 Pe 0.250 Pv 115 27-4% q=47.49 K11.2 17.982 Spr(-17.982) 114 26-9Y2 19.894 E(2-0) BL 2.1570 Q=47.49 4.17 C=120 0.019256 10 -0, 10'-(Pv Pt 0.193 Pe 114 26'-9Y2 19.894 116 26'-9',4 20.086 Go ..... Route 11 • • SP 1.0490 0=47.58 17.66 C=120 0.646721 0'-71Pf 1.667 2-( Pe 0.250 - 129 27-4'/2 q=47.58 K=11.2 18.048 Spr(-18.048) 128 26'-9V2 - 19.965 E(2-0) BL 2.1570 0=47.58 4.18 C=120 0.019322 10-a Pt 0.193 1O-]P O Pv 128 2691% 19.965 130 26'-9Y2 20.158 Go • Route 12.. SP 1.0490 0=47.76 17.73 C120 0.651344 0-71 2-Pe 2'-71 Pt 1.679 0.250 Pv 143 27-4% q=47.76 K11.2 18.187 Spr(-18.187) 142 26-9Y2 20.116 E(2'-O) BL 2.1570 0=47.76 4.19 C=120 0.019460 10'-( 10'-(Pv 1Pe Pt 0.195 142 26-934 20.116 144 26'-gYz 20.311 Go ••••• Route 13••••• SP 121 - 120 1.0490 27-434 26'-9Y2 0=47.87 q=47.87 17.77 . K=11.2 C=120 18.265 22.163 0653938 . Spr(-18.265) PO(5'-O) . 0'-7 Pt 3.647 5-O Pe 0.250 5'-?! Pv "••'.Route14••••• SP 107 106 1.0490 27'41/2 26-914 0=47.88 q=47.88 17.77 K=11.2 C=120 18.274 22.173 0.654207 Spr(-18.274) PO(5'-O) 0'-71 Pt 3.649 5'- Pe 0.250 51-71 Pv -Route IS ..... SP 1.0490 0=47.95 17.80 C120 0.656149 0'-?l Pt 3.66Q, - Pe 0 250 Pv 135 27 41/2 q=47.95 K=11,.2 1-8-.332- Spr( 18 332) 134 26'-9',4 22.242 PO(5'-O) 5-t 5-71 Go • •Route 16 ..... SP - 1.0490 0=48.14 17.87 C120 0.660837 0'-71 Pt 3.686 5'- Pe 0.250 5'-71 Pv 149 27'-434 q=48.14 K11.2 18.474 Spr(-18.474) 148 26'-9Y2 22.410 PO(5'-O) Go • •Route 17 ..... ________________ - SP .i.0490 Q=50.47 18.74 C=120 - .0.721343 .. . -. Pf 4.023 109 108 27-4% 26'-934 q=50.47 K11.2 20.309 24.583 Spr(-20.309) P0(5-0) .0' J-Pv 5'Pe 5' 0.250 Route 18 ..... SP 1.0490 0=50.49 18.74 C=120 0.721753 0-7 Pt 4.026 123 122 27-41/2 26'-91.4 q50.49 K11.2 20.321 24.598 Spr(-20.321) P0(5-0) 5'-q Pe 0.250 5'-7 Pv Go ......Route 19 ..... SP 1.0490 0=50.58 18.78 C=120 0.724177 . 0'-7 Pt 4.039 137 136 - 27-4% 26'-9% q=50.58 K1 1.2 20.395 24.685 Spr(-20.395) PO(5'-0) 5'- Pe 0.250 5'-71 Pv ea ..... Route 20..... SP 1.0490 0=50.77 18.85 C120 0.729319 O'-71 Pt 4.068 151 150 27-4% 26'-9Y2 q50.77 K=11.2 20.552 24.870 Spr(-20.552) PO(5'-O) 5 1 -1 Pe 0.250 5'-71 Pv Go ••••• Route 21••••• SP 1.0490 0=54.23 20.13 C=120 0.823813 0' 71 Pt 4.595 127 126 26'-91/2 27'-41/2 q=54.23 K=11.2 23.445 28.291 Spr(-23 445) P0(5-0) 5'- 5,-?! Pe 0.250 i' BL 2.1570 0=54.23 4.76 C=120 0.024612 10'-Pf 0.246 126 124 269h/z 26'-g% 28.291 28.537 . 10'-Pv Pc 0.000 BL 2.1570 Q=108.70 9.54 C=120 0.089092 7'-3Y Pt 1.746 124 22 26'-9% 26'-g% 28.537 30.283 PO(12'-3%) 12'-3I 19'-7Y4 Pc Pv ••"• Route 22••••• SP 1.0490 0=54.26 20.14 C120 0.824757 0'-71 Pt 4.600 113 112 274h/2 26'-9% q=54.26 K11.2 23.474 28.325 Spr(-23.474) P0(5-0) 5'-71 5'-qPe 0.250 Pv BL 2.1570 0=54.26 4.76 C=120 0.024641 10'-( Pt 0.246 112 110 2691..4 26'-9Y2 28.571 28.325 10'-Pv I Pc 0.000 BL 2.1570 0=108.77 9.55 C120 0.089194 - 7'-1 Pt 1.730 110 24 26'-9% 26'-9%30.301 - 28.571 PO(12'-3%) 12'-3V 19'-4Y Pc Pv , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:41AM Page 7 !4•E, üIià An' aIysisT.TTT.Tj Job Number 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream ••..• Route 23..... SP 1.0490 Q=54.33 20.17 C=120 0.826562 01-71 5'-C 5'41Pv Pf 4.610 Pe 0.250 141 27'-4% q=54.33 K11.2 23.530 Spr(-23.530) 140 2691,4 28.390 P0(5-0) BL 2.1570 0=54.33 4.77 C=120 0.024695 10'-U 10-d Pt Pe Pv 0.247 0.000 140 26-9% 28.390 138 26'-91/2 28.637 BL 2.1570 0=108.90 9.56 C=120 0.089389 7'31, 12'-3 19'-74Pv P1 Pe - 1.752 138 26-91/2 28.637 20 26'-9'..4 ,. 30,389 PO(12'-3%) ••••• Route 24 • SP 1.0490 0=54.47 20.22 C120 0.830583 T 0'-7 Pt 5,4 Pe 5'-71Pv 4.633 0.250 125 27'-4Y2 q=54.47 K=11.2 23.653 Spr(-23.653) 124 26'-9V2 28.537 PO(5'-0) • ' Route 25..'•• SP 111 110 1.0490 27'-4% 26'-9'I2 0=54.50 q=54.50 20.23 K1 1.2 C=120 23.683 28.571 0.831534 Spr(-23.683) P0(5-0) 0'-71Pf 5'- Pe 5'-71Pv 4.638 0.250 Route 26..... SP 1.0490 Q=54.54 20.24 C=120 0.832391 0-71Pf 5'-0 5'-7 Pe Pv 4.643 0.250 155 2741/2 q=54.54 K=11.2 23.709 Spr(-23.709) 154 26'-9',4 28.602 .. P0(5-0) BL 2.1570 0=54.54 4.79 C=120 0.024869 10'-O( I 10'-tPv Pt Pe 0.249 0.000 154 26'-9% 28.602 152 2591,4 28.851 BL 2.1570 0=109.31 9.60 C=120 0.090020 I 7'-3Y 12'-3Y 19'-7Y Pt Pe Pv 1.764 152 25-9% 28.851 18 26'-9Y2 30.615 P0(12-3%) • -Route 27..... SP 139 138 1.0490 27-4% 2591,4 Q=54.57 q=54 57 20.26 K=11 2 C=120 23.739 28.637 0.833353 Spr( 23739) P0(5-U) P'-71 Pt 5 Pe 5-71 Pv 4.648 0250 .... Route 28.".. SP 1.0490 0=54.78 20.33 C=120 0.839227 0'-71 Pt 4.681 153 152 274h/2 26'-91A q=54.78 K=1 1.2 23.920 28.851 Spr(-23.920) P0(5-0) 5'-t Pe 5'-71Pv 0.250 •• Route 29 ..... BL- .; 2.1570 0=55.51 4.87.. C=120 0.025699 .. . 10.0(Pf 0.257 156 157 27'-3Y2 27'-3Y2 q=55.51 K1 1.2 24.566 24.823 Spr(-24.566) 10'-Pv I Pe BL 2.1570 0=111.31 9.77 C=120 0.093091 10'-t Pt 0.931 157 158 27'-3Y2 27'-3'A q=55.80 K=11.2 24.823 25.754 Spr(-24.823) 10'-Ø Pe Pv BL 2.1570 Q=168.15 14.76 C=120 0.199684 10'-UPf 1.997 158 -. 159 27'-3% 27'-3Y2 q=56.84 K=11.2 25.754 27.750 Spr(-25.754) 10'-Pv I Pe BL 2.1570 0=227.15 19.94 C=120 0.348324 12'-8Y Pt 8.713 159 15 27-3% 2T31,4 q=59.00 K=11.2 27.750 36.463 Spr(-27.750) P0(12-3%) 12'-33A 25'-O%Pv Pe RN 2.1570 Q=227.15 19.94 C=120 0.348324 1-1 Pt 4.925 15 14 27'-31/2 25-5',4 36.463 42.183 P0(12-3%) 12'-3 14'-1Pv Pe 0.795 Equivalent Pipe Lengths of Valves and Fittings (C=120 only), I Actual Inside Diameter 487 Schedule 40 Steel Pipe Inside Diameter ) = Factor CVálue,Multiplièr. 1 Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 1k, Q M.E.P.cAID. Inc. 114AutoSPRINKcVR5 v5.2.6 07/2712007 10:59:41AM Paae Ff1 aiiIidAñaIysiTTI Job Number 07-554 Report Description: Spec. Warehouse Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream I Eq. Length I Summary Total Length Pipe Type Legend •.. Ligénd .. . a... Fittings Legend AO Aim-Over Diameter Inch ALV Alarm Valve BL Bianch 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 Backfiow Preventer DY Dynamic Pressure psi BV Butterfly Valve FM Feed Main Length Foot .. Units C Cross Flow Turn 90° FR Feed Riser Friction Loss psi/Foot cplg Coupling MS Miscellaneous HWC - Hazen-Williams Constant .........- Cr : Cross Run OR Oitrigger 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 45° Elbow ei 1174 MIDOW Ee2 22Y2° Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node if 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 I Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap , © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:41AM Page 9 ftoraijoq Graph -. D Job Number 07-554 Supply at Node I 150- 135 Static Pressure 130.000 1500.00 128.000 . . . . 120- 105H . 1614.16 80.163 - - —.2114.l6withhosestream OOF a. i_ 7/ 60 45 ., .- .... System demand curve 15- IItlII1t llltllllt 111111111 liii III II It III I I I I I I I I I I 0 — ?250 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm HrauIic G,aph Supply at Node 1 Static Praacro 130.000 Redc.I 1500.00 @ 128.000 AvSilablo PresreTime of Toot 126.226 @2114.16 Syotoon D000nd 1614.16 @80.163 Syotem Dn,nand (IooIodin HoseOJI000ance) 2114.16 @80.163 1t,, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 10:59:42AM Page 10 • lu ire,Job Number 07-554 Report Description: Ordinary Group I Job • - Job Number 07-554 Design Engineer Kira Sandage Job Name Bressi Ranch Lots 33-36 State CerfifioaliorjUne,seNu,ebe, C-16 558084 Address I APIJ Address 2 Job Site Building & E Mezzanine _D City Carlsbad State Code CA Sip 92008 Drawing Name FS 4- BLDG D-E MEZZ System •. •: • Remote Area(s). Most Demanding Sprinkler Data 5.6 K-Factor 20.00 at 12.755 - - - Occupancy - Ordinary Group II Hose AllowancoAt Source 250.00 Density 0.200gpm/ft2 Area of Application 1500.00ft2 (Actual 1551 .05ft2) Additional Hose Supplies Node Flow(ppm) Number Of Sp.inldew Calcutated 16 Coverage Per Sprinkler 100.00ft2 AutoPeak RessAuz Ptesnure For Remote Area(s) Adjacent To Most Remote Area Left: 85.698 Right: 85.698 1059.05 al Total Hose Stream, 250.00 System Flow Deeand 382.03 Total Water Required (Inctodny Hose PJtovatnca) 632.03 Maramons Presume Unbalance In Loops 0.000 - MaAreorn Veto" Moce Ground 33.54 between nodes 95 and 17 Mocdreurrr Vetacir Under Ground 2.63 between nodes I and 2 Volume capacity of Wet Pipes Volume capacity of Dry Pipe, Supplies Hose Flow Static Residual Node (gpm) (psi) (psi) Flow (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 130.000 128.000 1500.00 129.596 632.03 85.698 43.898 Coritractot • • Contractor Number 07-554 Contact Name Contact Tide Contractor Namt- Industrial Fire Sprinkler Co., Inc. 1 Pfrnere Eotendoe Address I 3845 Imperial Ave. FAX Address 2 E-erall Ctiy San Diego Stale CA Zip Code 92113 Web-Site f, © MET '.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:07AM Page 1 4 immary Of Outhowiflg Devices. .1 Job Number: 07-554 Renort Descnotion: Ordinary Grouo II Device Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 101 24.21 20.00 5.6 18.683 Sprinkler 102 25.36 20.00 5.6 20.515 c Sprinkler 103 20.00 20.00 5.6 12.755 Sprinkler 104 20.98 20.00 5.6 14.042 Sprinkler 105 21.92 20.00 5.6 15.319 Sprinkler 106 1 23.85 20.00 5.6 18.138 Sprinkler 107 27.24 20.00 5.6 23.655 Sprinkler 108 21.25 20.00 5.6 14.401 Sprinkler 109 22.29 20.00 5.6 15.841 Sprinkler 110 23.27 20.00 5.6 17.268 Sprinkler 112 25.31 20.00 5.6 20.420 Sprinkler 113 1 22.21 20.00 5.6 15.732 Sprinkler 114 23.29 20.00 5.6 17.294 Sprinkler 115 24.31 20.00 5.6 18.843 Sprinkler 116 26.42 j 20.00 5.6 22.261 Sprinkler 117 30.13 20.00 5.6 28.948 Most Demanding Sprinkler Data (, © M.E.P.CAD, Inc. ',,ill AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:08AM Page 2 l'lj Job Number 07-554 - Rnnrt fl rrnfinn flrrIinru trñtir II Node I Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) - - 22 I iv-10 P0(6'-0) 27.780 20 I 11-10 PO(8'-O) 27.985 21 E 12-5 2T(6'-O) 24.263 18 I 11-10 - P0(8-U) 29.856 19 12'-5 2T(6-U) 27.264 17 11-10 PO(8'-O) 34.132 1 16 12'-5 21(6'-O) 29.681 1 95 25-6 PO(12'-31/2) 72.290 23 25-6 1 PO(9'-l1) 0.000 5 1-0 fE(16'-4) 83.545 4 1-0 fE(16-0) 83.569 3 4-0 LtE(16'-7) 85.561 2 -3-0 LtE(23'-7Y2) 85.632 101 12'-5 1 Spr(-18.683) 18.683 24.21 102 1 12'-5 1 Spr(-20.515) 20.515 1 25.36 103 12-5 1 Spr(-12.755) 12.755 20.00 - 104 12-51 Spr(-14.042) 14.042 20.98 105 12-5 Spr(-15.319) 15.319 21.92 - 106 12-5 Spr(-18.138) 18.138. 23.85 107 j 12'-5 Spr(-23.655) _23.655 _27.24 -1081 12'-5 Spr(-14.401) _14.401 _21.25 1 109 T 17-5 Spr-15.841) _15.841 _22.29 1 110 12'-5 Spr(-17.268) _17.268 _23.27 112 12'-5 Spr(-20.420) _20.420 _25.31 1 113 1 17-5 Spr(-15.732),I 15.732 _22.21 114 12'-5 Spr(-17.294) _17.294 _23.29 -115 1 17-5 Spr(-18.843) _18.843 _24.31 116 17-5 Spr(-22.261) _22.261 _26.42 117 1 12-5 I Spr(-28.948) 28.948 1 30.13 I 4-0 1 S 85.698 382.03 (, © M.E.P.CAD, Inc. 4j AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:08AM Page 3 jjLydmU'1iC.'A6.a1Y'SiS : Job Number: 07-554 :J Reoort Descriotion: Ordinary Grnun II Pipe Type Downstream - Upstream Diameter Elevation Flow Discharge Velocity K-Factor HWC Pt Pn Friction Loss Leng th Pressure Fittings Eq. Length Summary Total Length BL 1.0490 0=20.00 7.42 C=120 0.130131 9'-10Y Pt 1.287 Pe 9'-lOY Pv 103 12'-5 q=20.00 K=5.6 12.755 Spr(-12.755) 104 17-5 14.042 BL 1.3800 Q=40.98 8.79 C=120 0.129061 9'-10Y Pf 1.276 Pe 9_1014 Pv 104 17-5 q=20.98 K=5.6 14.042 Spr(-14.042) 105 12'-5 15.319 BL 1.3800 Q=62.90 13.49 C=120 0.285087 9'-10119Pf 2.820 Pe 9'-10Y Pv 105 12-5 q=21.92 K=5.6 15.319 Spr(-15.319) 106 12'-5 18.138 . BL 1.3800 0=86.75 18.61 C=120 0.516727 5'-10Pf 6.125 6'-tPe 11'-1tPv 106 12'-5 q=23.85 K=5.6 18.138 Spr(-18.138) 21 12'-5 24.263 T(6-0) CM 1.6100 0=113.99 17.96 C=120 0.404207 0'-71 Pf 3.469 8'- Pe 0.253 8'-71 Pv 21 12'-5 24.263 20 111-10 27.985 PO(8'-O) CM 2.1570 Q=163.56 14.36 C=120 0.189712 9'-101/-' Pf 1.871 Pe 9'-10YPv 20 11 -10 27.985 18 11'-lO 29.856 CM 2.1570 0=255.67 22.45 C=120 0.433534 9'-101/2 9--10'/ Pt 4.276 Pe Pv 18 11'-10 29.856 17 11'-10 34.132 CM 2.1570 0=382.03 33.54 C=120 0.911364 27 20'-11Pe 48'-4 Pf 44.083 -5.925 Pv 17 11-10 34.132 95 25'-6 72.290 2fE(4'-3Y2), PO(12'-3Y2) CM 6.3570 Q=382.03 3.86 C=120 0.004717 94 40'- 134'-2'4Pv Pf 0.633 Pe 10.621 95 25'-6 72.290 5 11-0 83.545 fE(12'-7), LtE(11-4), fE(16'-4) CM 8.3290 0=382.03 2.25 C=120 0.001265 3'Pf 1 -lT 6'- 19'1 0.024 Pe -0.000 Pv 5 11-0 83.545 4 1-0 .. 83.569 fE(16'-O) UG 7.7100 0=382.03 2.63 C=150 0.001220 138'-2fPf 72'- 210'-lljPv 0.257 Pe 1.734 4 11-0 83.569 3 -3'-O 85.561 E(22-11Y2), 3LtE(16'-7) UG 8.5100 Q=382.03 2.15 C=140 0.000857 12'-t 70'-ll 82'-ll Pf 0.071 Pe Pv 3 -3'-0 85.561 2 -3'-O 85.632 3LtE(23'-7½), BFP UG 7.7100 Q=382.03 2.63 C=150 0.001220 32-1c 21-8Y 54614 Pf 0.067 Pe p, 2 -3'-O 85.632 1 -3'-O 85.698 LtE(16-7), GV(5'-1Y2), S ..... Route 2 ..... BL 1.0490 0=21.25 7.89 C=120 0.145591 9'-10Y Pf 1.440 108 109 12'-5 12'-5 q=21.25 K=5.6 14.401 15.841 Spr(-14.401) 91-10'1/2 j Pe Pv BL 1.3800 0=43.54 9.34 C=120 0.144336 9'-1OYPf 1.427 109 110 17-5 17-5 q=22.29 K=5.6 15.841 17.268 Spr(-15.841) 9'-10YPv Pe BL 1.3800 Q=66.81 14.33 C=120 0.318715 9'-101/;' Pf 3.152 110 112 12-5 17-5 q=23.27 K=5.6 17.268 20.420 Spr(-17268) 9'-10YPv IPe BL 1.3800 Q=92.12 19.76 C=120 0.577381 5'-1C Pt 6.844 112 19 12'-5 17-5 q=25.31 K=5.6 20.420 27.264 Spr(-20.420) T(6'-O) 6' 1- 1'-1QPv Pe CM 1.6100 0=92.12 14.52 C120 0.272541 0-ZPf 2.339 19 18 12-5 11-10 27.264 29.856 PO(8'-O) 8'-IY 8'-7Pv Pe 0.253 ••" Route 3••••• BL 1.0490 0=22.21 8.25 C=120 0.157993 9'-101/ Pt 1.563 113 114 12-5 12'-5 q=22.21 K=5.6 15.732 17.294 Spr(-15.732) Pe 910h/2 Pv BL 1.3800 0=45.50 9.76 C=120 0.156586 9'-101/Pf 1.549 114 115 12'-5 17-5 q=23.29 K=5.6 17.294 18.843 Spr(-17.294) Pe 9'-10YPv BL 1.3800 0=69.81 14.97 C=120 0.345675 9'-101ma Pt 3.419 115 116 17-5 17-5 q=24.31 K=5.6 18.843 22.261 Spr(-18.843) Pe 9'-lOYzPv BL 1.3800 0=96.23 20.64 C=120 0.625989 5'-10 Pf 7.420 116 16 17-5 12'-5 q=26.42 K=5.6 22.261 29.681 Spr(-22.261) T(6'-O) 6'-tPe 11'-1lPv CM 1.6100 Q=126.36 19.91 C120 0.489091 0'1Pf 4.198 16 17 12'-5 11'-10 29.681 34.132 PO(8'-O) 8'-1 Pe 0.253 8'-71Pv .• Route 4 ,© M.E.P.CAD, Inc. 4AutoSPRlNK®VR5 v52.6 07/27/2007 11:00:09AM Page 4 Units Legend Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi 'Lerrgth Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point.in a pipe. Pipe Type LEgend, AO Arm-Over BL Branch Line CM Cross Main ON Drain DR Drop DY Dynamic FM Fed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underaround III 1iiydràuiô Analysis.•.. Job Number 07-554 4.- Lj Report Description: Ordinary Group II HWC Friction Loss Pt Pn Fittings 102 12'-5 20.515 BL 1.3800 Q=49.57 10.63 C=120 0.183480 102 22 12-5 q=25.36 11,-1 0 K=5.6 20.515 27.780 Spr(-20.515) 1(6-0), PO(6-0) CM 2.1570 Q=49.57 4.35 C=120 0.020843 22 20 11'-10 11-10 27.780 27.985 66 ••"• Route 5••••• BL 1.3800 0=27.24 5.84 C=120 0.060599 107 21 12'-5 q=27.24 12'-5 K=5.6 23.655 24.263 Spr(-23.655) T(6'-O) Route 6•.••. BL 1.3800 Q=30.13 6.46 C=120 0.073045 117 16 12'-5 q=30.13 17-5 K5.6 28.948 29.681 Spr(-28.948) T(6'-O) Equivalent Pipe Lengths of Valvesand Fittings(C=120 only);: I I Actual Inside Diameter 4.87 V Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiplier • Value Of C 100 Multiplying Factor 0.713 Length Pressure Eq. Length Summary Total Length 9'-10Y Pt 1.832 Pe 26'-2Y2 Pt 7.012 13, Pe 0.253 38-2Y Pv 9'-10 Pt 0.206 Pe 9-10Y Pv 41/ Pt 0.608 6'4 Pe 10,-0Y Pv 4'-01/ Pt 0.733 6'-Q Pe 100h/Pv 130 140 150 1.16 1.33 .1 1.51 Fittinçs Legend 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 Eto 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 NV 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 f, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:09AM Page 5 fChydrauIic. Graph I Job Li nber 7-55 Supply at Node I 150 135-H Static Pressure 130.000 128.000 _1500.00 120-H 105- 90- - _(69632.03 with hose stream i 60---- 45 . stemdemandcue - -- 30- 15-H IJI1I1jJ.JJ. L_1jJ_j_j_j liii III I II I I I I I I I I I I I I 111 I I I I I I I I I I I I I I I I I I I I I I 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm HydrOatic Grayl Supply at Node 1 Static Preocore 130.000 Reotaaol P,eoaro 1500.00 @ 128.000 Acaiteblo preocereTlrne of Tent 129.596 @ 632.03 Systorn Dernarol 382.03 85.698 Syntern Demand (Including Hone tiutowance) 632.03 85.698 , © M.E:.P.CAD, Inc. '40 AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:10AM Page 6 I L1Hjy4rau1ic-SUmm4ry ... Job Number 07-554 P.n—+ fl nfi Qn,. %AIn,..,.h,.. Job . . . .. . . . .. .. . . . Job Number 07-554 Design Engineer Kira Sandage Job Name Bressi Ranch Lots 33-36 State CeWficotlonJUsesse Numb er C-16 558084 Address I Gateway Road I AIU Address 2 T Job Site Building _I City Carlsbad State j CA Zip Code 92008 J Dneeing Name FS 5- Bressi BLDG I -2 System .. . .. . .. . . Remote Area(s) Moe DmandIn Spnnkien Data 11.5 K-Factor 45.00 at 15.312 - - Occupancy Spec. Warehouse Hose Atlowanon At Soeroe 500.00 Dewily 0.450gpm/ft2 Aces of Application 3000.00ft2 (Actual 3037.70ft2) Additional Hose Supplies Node Flow(gpm) Ntanbon Of Sytheldo,s Colcolatod 33 Coseage Per Sp,iekten 100.00ft2 AotoPeak Results: Prostate For Remote Area(s) Adjacent To Most Remote Acne 1 978.09gal Total HooeStnecns 500.00 System flow Demand Total Water Reqared (lndsdng f-tote Mowonce) 1612.78 2112.78 Madman, Pressae Unbalance In Loops - 0.000 Maarn,uw Vetosty P-bose Ground 36.30 between nodes 100 and 110 - Maximum Velocity Under Ground 11.08 between nodes 3 and 5 volume capasity of Wet Pipes Volume capacity of Dry Pipes Supplies Hose Flow Static Node (gpm) (psi) Residual (psi) Flow (gpm) Available @ Total Demand I (psi) (gpm) Required (psi) Safety Margin (psi) 1 500.00 133.000 128.000 1520.00 I 123.805 I 2112.78 104.335 I 19.470 Contractor Controuton Number 07-554 Contact Name Content Title Contraston Narno Industrial Fire Sprinkler Co., Inc. Pirone Address I 3845 Imperial Ave. FAX Addneeo2 E-mdl City San_Diego State CA Zip Code 92113 Web-Site © M.E.PCAD, Inc. 4 AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:43AM Page 1 LS Umrnary Of OUfflOwiflg Devices 1 Job Number. 07-554 ReDort DescriDtion: SDec. Warehouse Device I Actual Flow (gpm) Minimum Flow (gpm) K-Factor (K) Pressure (psi) Sprinkler 2000 54.66 45.00 11.5 22.592 Sprinkler 2001 I 53.03 45.00 11.5 21.264 Sprinkler 2002! 50.28 45.00 11.5 19.113 Sprinkler 2003 50.00 45.00 11.5 18.901 Sprinkler 2004 53.13 45.00 11.5 21.342 Sprinkler 2005 50.57 45.00 _11.5 19.336 Sprinkler 2006 49.19 45.00 11.5 1 18.298 Sprinkler 2007 48.68 45.00 11.5 1 17.916 Sprinkler 2008 48.62 45.00 11.5 17.876 Sprinkler 2009 47.54 45.00 11.5 17.093 Sprinkler 2010 47.28 45.00 11.5 16.902 Sprinkler 2011 52.63 1 45.00 11.5 20.946 1 Sprinkler 2012 50.10 I 45.00 11.5 118.978 1 Sprinkler 2013 48.74 1 45.00 11.5 17.961 Sprinkler 2014 48.23 45.00 11.5 17.588 + Sprinkler 2015 1 48.18 45.00 11.5 17.550 Sprinkler 2016 47.11 45.00 11.5 16.781 Sprinkler 2017 1 46.85 45.00 11.5 16.593 Sprinkler 2018 1 52.39 45.00 11.5 20.752 Sprinkler - 2019' :49.87 45.00 11.5 18.802 Sprinkler 2020 48.51 45.00 11.5 17.795 Sprinkler 2021 48.00 45.00 11.5 17.425 Sprinkler 2022 { 47.95 45.00 11.5 17.387 Sprinkler 2023 46.89 45.00 11.5 16.626 Sprinkler 2024 46.63 45.00 _1.5 16.440 Sprinkler 2029 46.35 45.00 _11.5 16.241 Sprinkler ,2032.....45.88 45.00 11.5 15.920- Sprinkler 2033 45.63 45.00 11.5 15.741 Sprinkler 2025 51.88 45.00 11.5 20.351 Sprinkler _2026 _49.01 45.00 11.5 18.161 Sprinkler 2027 __47.36 45.00 1.5 16.960 Sprinkler 2028 45.00 _11.5 16.450 Sprinkler 2031 _46.64 _45.00 45.00, 11.5 15.312 c> MostDemanding Sprinkler Data , © M.E.P.CAD, Inc. ~--Ij AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:44AM Page 2 LNpde-Analy*ls- Job Number 07-554 Pnnrt flrrinti,n- Node Elevation(Foot) I Fittings Pressure(psi) Discharge(gpm) - - - - 5 -3-0 LtE(23-7Y2) 85.809 4 0'-6 83.957 100 17'-4V2 LtE(7'-ll) 73.672 110 17'-4V2 PO(12-31/2) 61.130 111 19-2Yz 2T(12'-3Y2) 56.887 127 17-4Y2 PO(12'-3Y4, PO(5'-0) 22.009 128 19'-2Y2 2T(12'-3%) 24.661 1 2 -3-0 LtE(23'-71/2) L 103.838 -3 -3-0 LtE(16-7) 90.818 112 17-4% P0(12-31/2) 57.343 113 19-214j 2T(12-3%) 53.427 129 1741,4 j PO(12-3%) 21.920 1 - -- 130 1921hI2T(12_3%) 24.247{ 114 174h/2 PO(12-3%) 54.382 115 19-2Y2 2T(12'-3%) 50.700 1 131 17'-41/2 P0(12.31/2) 21.616 -132 19-2% 1 2T(12'-3%) 23.709 116 1 17-41/2 P0(12'-3%) 52.125 117 1 19-21/2 2T(12'-3%) 47.306 133 17'-4% PO(12'-3%) 20.998 134 1 19'-2% 2T(12'-3%) 20.156 118 17-41/2 PO(12'-3%) 50.547 -119 19-21/2 2T(12-3%) 45.043 135 1 17-41/2 PO(12'-31/2) 20.419 136 19'-2% 2T(12-3%) 18.034 120 1 17-41/2 PO(12'-3%) 49.819 121 19'-2% 2T(12.3%) 44.203 137 17-4% PO(12'-3%) 20.069 133 19'-21/2 2T(12'-3%) 17.706 122 1 17'-4% P0(12-3%) i 49.176 123 i 19'-2% 2T(12'-31/2) 43.801 139 174h/2 P0(12-3%) 19.894 140 i 19'-2½ 2T(12'-3%) 17.543 2030 ..,. __19-21/2 PO(91-11) -.16.242 - 141 17.41/2 PO(12-3%) 19.856 142 19'-2Ya 2T(1 2'-3Y2) 16.801 124 17-4% PO(12-3%) 49.073 125 17.4h/2 P0(123%) 49.054 126 19'-234 E(6-2) 43.274 1 -3'-0 S 104.335 1612.78 2000 19'-2% Spr(-22.592) 22.592 54.66 2001 { 19-2% Spr(-21.264) 21.264 53.03 2002 19-21A Spr(-19.113) 19.113 50.28 200j 19-2% Spr(-18.901) 18.901 50.00 2004 19-2% Spr(-21.342) 1 21.342 53.13 1 2005 19.2112 Spr(-19.336) I 19.336 50.57 2006 19-2% Spr-18.298) 18.298 49.19 2007 19-21A j Spr(-17.916) 17.916 48.68 2008 19'-2% I[ .5pr(-17.876) 17.876 48.62 2009 1921,4T .3pr(-17.093) 17.093 47.54 2010 19'-2%l 5pr(-16.902) 16.902 47.28 2011 19'-2% [ -3pr(-2C.946) 20.9461-52.63 20121 19'.2%1.3pr(-le.978) 18.978 50.10 2013 ] 19.2h/2 .3pr(-17.961) 17961 48.74 2014 { 19'-21/2 Spr(-17.588) 17.588 48.23 20JI 19'-2% Spr(-17.550) - 17.550 48.18 2016 19'-21/2 Spr(-16.781) 16.781 1 47.11 1 2017 I 19-2% 32r(-16.593) 16.593 1 46.85 1 2018 19-21/2 3or(-20.752) 20152 1 52.39 1 2019 19-2% Spr(-16.802) 18802 1 49.87 2020 1 19'-2% 1 Spr(-17.795) 17_795 48.51 2021 1 19'-21/2 1 Spr(-17.425) 17425 1 48.00 2022 19'-2% Spr(-17.387) 17.387 1 2023 19'-21/2 Spr(-16.626) 16.626 46.89 2024 1 19'-21/2 Spr(-16.440) 16440 46.63 2029 1 19'-21/21 Spr(-16.241) 16.241 46.35 2032 19'-21/2 pr-15.920) 1 15.920 45.88 1 2033 1 19'-21/2 pr-15.741) 15,741 45.63 1 2025 19'-2% Spr(-20.351) 20.351 1 51.88 1 2026 19.21/z Spr(-18.161) 18.161 1 49.01 1 2027 j 19'-21/2 Spr(-16.960) 16.960 47.36 2028 19-2% Spr(-16.450) 16.450 46.64 1 2031 1 19'-21/2 1 Spr(-15.312) 15.312 f 45.00 © M.E.P.CAD, Inc. 1-I'll A utoSPRINK® VRS v5.2.6 07/27/2007 11:00:45AM Page 3 E'drau1ic Analysis I Job Number 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq. Length Upstream Total Length Route I BL 1.6820 Q=45.00 6.50 C=120 0.058523 6-QPf 9'-ll 15'-ll 0.930 Pe Pv 2031 19-2% q=45.00 K11.5 15.312 Spr(-15.312) 2030 19-2Y2 16.242 PO(9-11) BL 2.1570 0=57.58 5.06 C=120 0.027501 8'4 Pf 0.558 12314 Pe 20-31/1 Pv 2030 19'-2Y2 16.242 142 19'-2Y2 16.801 T(12-3%) RN 2.1570 0=149.09 13.09 C=120 0.159848 1'-10 N 2.260 12-31% Pe 0.795 . 14'-11/zPv..--- 142 19-2Y2 16.801 141 17.41/2 ... 19.856 . PO(12'-334) CM 4.2600 0=149.09 3.36 C=120 0.005812 6'j 6-Pv Pt 0.038 Pe 141 17'-4Y2 19.856 139 17'-4Y2 19.894 CM 4.2600 0=270.94 6.10 C=120 0.017549 10-0 N 0.175 Pe 10'4 Pv 139 17.41/2 19.894 137 17.41/2 20.069 CM 4.2600 0=393.31 8.85 C120 0.034970 10'-O N 0.350 Pe 101-01 137 1741/z 20.069 135 174h/2 20.419 CM 4.2600 Q=516.62 11.63 C=120 0.057915 10-u 10'-Pv Pt 0.579 Pe 135 17-414 20.419 - 133 17'-4Y2 20.998 . CM 4.2600 Q=535.03 12.04 C=120 0.061790 1 0'-j 1O'-OPv N 0.618 Pe 133 17.41/2 20.998 131 17.41/2 21.616 CM 4.2600 0=364.83 8.21 C120 0.030430 10- 10'-Pv Pt 0.304 Pe 131 17-436 21.616 129 17-4Y2 21.920 RN 2.1570 0=177.52 15.59 C120 0.220756 1-1N 12'-3Y 14!-l'/- 3.121 Pe -0.795 Pv' 129 17.41/2 21.920 PO(12'-3%) .130 19-2% . .,. 24247 . . BL 2.1570 0=177.52 15.59 C=120 0.220756 107-Z 24-r/ 132'-Pv N 29.180 Pe 130 19'-2Y2 24.247 T(1 2'-3Y2) 113 19.21,4 53.427 T(1 2'-3Y2) RN 2.1570 Q=177.52 15.59 C=120 0.220756 1-19 12_314 14.114 3.121 N Pe 0.795 Pv 113 19'-2Y2 53.427 112 1T-4/2 57.343 PO(12'.31,4) CM 4,2600 0=1425.48 32.09 C=120 0.378664 - 10'-U 1O'-(Pv N 3.787 Pe 112 17-4% 57.343 110 17-43/2 61.130 CM 4.2600 Q=1612.78 36.30 C=120 0.475822 9- 16'-1lPe 26-4Y Pt 12.542 Pv 110 17-4Y2 61.130 100 17.41/2 73.672 fE(8'-l1 34), LtE(7-11) CM 6.3570 0=1612.78 16.30 C=120 0.067738 19'-11 'Y21 23'-10Y 43-1 N 2.970 Pe 7.316 Pv 100 17-43/2 73.672 4 0'-6 83.957 LtE(1 1-4), fE(12-7) FR 8.5100 Q=1-612.78 - 9.10 C140 0.012304 23'-73' 27_lh/Z 3'-6N 0.334 Pe 1.517 Pv 4 0-6 83.957 5 -3'-O 85.809 LtE(23-7Y2) UG 7.7100 0=1612.78 11.08 C=150 0.017516 208'-11/Pt 77'-1 286'-Q 5.009 Pe 0.000 Pv 5 -3-0 85.809 3 -3'-O 90.818 4LtE(1&-7), EE(11'-6) UG 8.5100 01612.78 9.10 C140 0.012304 12'-O 70-11 82'-ll N 13.020 Pe Pv 3 -3'-O 90.818 2 -3-0 103.838 3LtE(23'-7Y2), BFP(-12.000) UG 7.7100 0=1612.78 11.08 C=150 0.017516 23'-3. 5'4Y 28!-4'/,Pv N 0.497 Pe 2 4-0 103.838 I 4-0 104.335 GV(5-1Y2), S Go ..... Route 2..... BL 2.1570 0=45.63 4.01 C=120 0.017879 io-q Pt 0.179 2033 2032 19'-2'/2 19'-2Y2 q=45.63 K=11.5 15.741 15.920 Spr(.15.741) Pe 10'- Pv BL 2.1570 0=91.51 8.03 C120 0.064793 1-3Y N 0.881 2032 142 19'-2Y2 19'-2Y2 q=45.88 K=11.5 15.920 16.801 Spr(-15.920) T(12-3Y2) 12-3Y Pe 13'-71 Pv "••• Route 3..... BL 2.1570 0=33.76 2.96 C=120 0.010242 12-11%Pf 0.208 2029 2028 19-234 19-2'/2 q46.35 K=11.5 16.241 16.450 Spr(-16.241) 2LtE(3-8'h) Pe 201 Pv BL 2.1570 Q=80.40 7.06 C=120 0.050999 2028 2027 19-2% 19-2'/z q46.64 K=11.5 16,450 16.960 Spr(-16.450) 10-1 N0.510 Pe 10'-QPv I I f, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:46AM Page 4 114 174h/2 112 1T-4Y2 ..... Route 4 BL 2.1570 2029 19-2Y2 2030 19'-234 eb • . . •;Route 5 ..... BL 2.1570 2024 19.21/2 2023 19-21A BL 2.1570 2023 19-2Y2 140 19'-2Y2 RN 2.1570 140 19-2Y2 139 Go ..... Route 6 ..... BL 2.1570 2017 19'-2Y2 2016 19'-2Y2 BL 2.1570 2016 1921,4 138 19'-2Y2 RN 2.1570 - 138 19'-234 17 17'.41h Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Upstre2im Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Total Length Summary BI 2.1570 0=127.76 11.22 C=120 0.120130 10'-qPf 1.201 2027 2026 1921% 19'-2% q=47.36 K11.5 16.960 18.161 Spr(-16.960) 10'-OPv Pe 0.000 BL 2.1570 0=176.77 15.52 C=120 0.219035 10-Q P1 2.190 2026 2025 19'-2Y2 19'-2Y2 q-49.01 K11.5 18.161 20.351 Spr(-18.161) I 10'-dPv Pe -0.000 BL 2.1570 0=228.65 20.08 C=120 0.352590 58'-10Y P122.922 2025 126 19_21/2 1921,4 q=51.88 K=11.5 20.351 43.274 Spr(-20.351) E(6'-2) 6'- O Pe 65'- Pv -0.000 RN 2.1570 0=228.65 20.Q C=120 0.352590. -. i'-ic Pf 4.986 126 125 19"-2% 1741/2 43.274 49.054 PO(12-3Y2) 12'-3Y Pe 14'-1'K Pv 0.795 CM 4.2600 0=228.65 5.15 C=120 0.012820 1- P1 0.019 125 124 17'-4Y2 17'-4Y2 49.054 49.073 1'-Pv Pe CM 4.2600 0=228.65 5.15 C=120 0.012820 8- P10.103 124 122 1741/2 17'-4%49.073 49.176 Pe 8'_Q Pv CM 4.2600 0=447.04 10.06 C=120 0.044317 10'-( P1 0.443 122 120 17'-4Y2 174h/2 49.176 49.619 io'-Q Pe Pv CM 4.2600 0=666.50 15.00 C=120 0.092780 . ,.. .. 10-P1 0.928 120 118 174h/2 17'-4Y2 - ' 49.619 50.547 10-Pv (Pe CM 4.2600 0=888.21 19.99 C=120 0.157826 10-0Pf 1.578 118 . 116 174h/2 1T41/2 50.547 52.125 10-Pv Pe CM 4.2600 0=1077.76 24.26 C=120 0.225732 10'- P12.257 116 114 174h/2 17'-4%54.382 52.125 1O-Pv Pe CM .4.2600 0=1247.95 2809.- -. C120 0.296071 •" 10-0Pf 2.961 54.382 57.343 10-PPv Pe 0=12.58 1.10 C=120 q=46.35 K=11.5 16.241 16.242 0=46.63 4.09 C=120 q=46.63 K=11.5 16.440 16.626 0=93.52 8.21 C=120 q=46.89 K11.5 16.626 17.543 0=121.85 10.70 C=120 17.543 19.894 0=46.85 4.11 C=120 q=46.85 K11.5 16.593 16.781 0=93.95 8.25 C=120 q=47.11 K11.5 16.781 17.706 Q=122.37 10.74 C=120 17.706 20 (1fQ 3pr(-16.593) 0.068030 Spr(-16.781) r(1 2'-3Y2) 0.110919 -1 0-81A P1 0.001 I Pe O814 Pv 10'-Pf 0.186 Pe 10-O Pv 1-3YPf 0.917 12-3Y Pe 13-7 Pv 1'-lQPf 1.556 12'-3Y Pe 0.795 14'-1 Pv 10'-Pf 0.188 Pe 101-0, Pv V-31 P1 0.925 12'-3Y Pe 13-71 Pv 1'-10Pf 1.568 12-3 Pe 0.795 14-14 Pv 1ØliiydtaUIió Analysis 777771 Job Number: 07-554 - Reoort Descriotion: Soec. Warehouse ob • Route 7..... BL 2.1570 0=47.28 4.15 C=120 0.019095 . 10-0 P1 0.191 2010 2009 19'-2Y2 19'-2Y2 q=47.28 K11.5 16.902 17.093 Spr(-16.902) Pe 10,-t Pv BL 2.1570 0=94.82 8.33 C=120 0.069198 I 1'-3'/ P1 0.941 2009 136 19-2Y2 19'-2Y2 q=47.54 K=11.5 17.093 18.034 Spr(-17.093) T(12'-3Y2) 12 _3' 13'-71 Pv RN 2.1570 0=123.30 10.83 C=120 0.112485 1'-10 P1 1.591 136 135 1921A 1741/z 18.034 20.419 PO(12'-3Y2) 12-3Y Pe 14'-1Y Pv 0.795 Go • Route 8..... BL 2.1570 0=28.33 2.49 C=120 0.007404 8-81A N 0.156 2022 140 19-2Y2 19'-21A q47.95 ' K=11.5 . 17.387 17.543' Spr(-17.387) T(12'-31,4) 12'-3 Pe 21-a Pv Route 9 .• , © M.E.P.CAD, Inc. AutoSPRlNK® VR5 v5.2.6 07/27/2007 11:00:46AM Page 5 Ei:iydraulic Analysis Job Number. 07-554 1~~JI - L Rnort flsrrinfinn Snr. Wrphnii. 00 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 2.1570 0=19.62 1.72 C=120 0.003753 10,-U 10,-U Pf 0.038 Pe Pv 2022 19'-2Y2 q=47.95 K=11.5 17.387 Spr(-17.387) 2021 19'-2Y2 17.425 BL 2.1570 Q=67.63 5.94 C=120 0.037028 10'-t Pf 0.370 Pe 10'- Pv 2021 19'-2Y2 q48.00 K1 1.5 17.425 Spr(-17.425) 2020 19'-2Y2 17.795 BL - 2.1570 0=116.14 10.20 C=120 0.100696 10'-OPf 1.007 Pe 101-0, Pv 2020 19'-2Y2 q=48.51 K11.5 17.795 Spr(-17.795) 2019 19'-2Y2 18.802 BL 2.1570 0=166.00 14.58 . C120 0.194996 -- 10,-0 10'-lPv Pt 1.950 Pe 2019 19-2% q=49.87 K11.5 18.802 Spr(-18.802) 2018 19'-2½ 20.752 BL 2.1570 Q=218.39 19.17 C=120 0.323885 58.10h/ 12.3h/ 71'-Z Pt 23.049 Pe Pv 2018 19-2% q=52.39 K11.5 20.752 Spr(-20.752) 123 19'-2Y2 43.801 T(1 2'-3Y2) RN 2.1570 Q=218.39 19.17 C=120 0.323885 1-10 12'-3Y 14'-1YPv Pt 4.580 Pe 0.795 123 19'-21/2 43.801 122 17'-4Y2 49.176 PO(122) .•. --Route 10••••. BL 2.1570 0=28.42 2.49 C=120 0.007446 881/ Pf 0.156 Pe 2015 19'-21A q=48.18 K=11.5 17.550 Spr(-17.550) 138 19'-2Y2 17.706 .T(i2'3½) 12'-3Y 2i'-Pv '••Route 11..... BL 2.1570 0=19.76 1.73 C=120 0.003802 1 V-01 Pt 0.038 Pe 2015 19'-2Ya q=48.18 K=11.5 17.550 Spr(47.550) 2014 19'-2Y2 17.588 10'4Pv BL 2.1570 Q=67.99 5.97 C=120 0.037394 10'-( 10'-d Pt 0.374 Pe Pv 2014 19-2Y2 q=48.23 K=11.5 17.588 Spr(-17.588) 2013 19'-2% 17.961 BL 2.1570 0=116.73 10.25 C=120 0.101640 10'-Pf 10'- 1.016 Pe Pv -77 2013 192% q=4874 K=115_ 17.961 -Spr( 17961) '2012 19'-2Y2 18.978 BL 2.1570 0=166.82 14.65 C=120 0.196781 io-O[N 10'- 1.968 Pe Pv 2012 19-2% q=50.10 K=1 1.5 18.978 Spr(-18.978) 2011 19'-2Y2 20.946 BL 2.1570 0=219.46 19.27 C=120 0.326809 58'10Y4Pf 12'-3Y 71'-Z 23257 Pe Pv 2011 19'-21A q=52.63 K=11.5 20.946 Spr(-20.946) 121 19'-2Y2 44.203 T(1 2-3Y2) RN 2.1570 0=219.46 19.27 C=120 0.326809 1'-1 12'-3Y W-1 1/1 Pt 4.621 Pe 0.795 121 19-2% 44.203 120 17'-4Y2 49.619 PO(12'-31/2) ••••• Route 12 ..... BL 2008 136 2.1570 19.21,4 19'-2% 0=28.48 q=48.62 2.50 K11.5 C120 17.876 18.034 0.007476 Spr(-17.876) T(12'-3½) 8'-81/ N 0.157 12'-3Y Pe 21'-Pv Go •••" Route l3•••• BL - 21570 0=20.14 1.77 C120 0.003940 10'- Pf 0.039 2008 2007 19-2% 19'-2Y2 q=48.62 K11.5 17.876 17.916 Spr(-17.876) Pe 10'- Pv BL 2.1570 0=68.82 6.04 C120 0.038245 1 0'-q Pf 0.382 2007 2006 19'-2Y2 19'-2'A q=48.68 K=11.5 17.916 18.298 Spr(-17.916) I Pe 101- Pv BL 2.1570 0=118.01 10.36 C120 0.103723 1 0'-Q Pt 1.037 2006 2005 19-2Y2 19'-2'/2 q=49.19 K=11.5 18.298 19.336 Spr(-18.298) Pe 1O'-1 Pv BL 2.1570 0=168.58 14.80 C=120 0200632 10'-U Pf 2.006 2005 2004 19-2% 19'-2% q=50.57 K=11.5 19.336 21.342 Spr(-19.336) IPe 10'-tPv BL 2.1570 0=221.71 -. 19.47 C=120 0.333042 - 58'-10YPf 23.701 2004 119 19.21,6 19'-2Y2 q53.13 K=11.5 21.342 45.043 Spr(-21.342) T(1 2'-3Y2) 12'-3Y4 Pe 71'-Z Pv RN 2.1570 0=221.71 19.47 C=120 0.333042 1'-1 Pf 4.709 119 118 19-21/2 17'.41/2 45.043 50.547 PO(12'-3%) 12'-3Y Pe 0.795 14'-1Y Pv Gb ..... Route 14..... BL 2.1570 0=50.00 4.39 C120 0.021176 io'-q Pt 0.212 2003 2002 19'-2½ 19'-2% q50.00 K11.5 18.901 19.113 Spr(-18.901) 10'- Pe Pv BL 2.1570 0=100.27 8.80 C120 0.076734 1 1'-3Y Pt 1.043 2002 134 -- 19-2% 19-2Y2 q50.28 K=11.5 - 19.113 20.156 Spr(-19.113) T(12'-31/2) 12'-3Pe 13'-71 Pv , © M.EF'.CAD, Inc. ;ifl AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:46AM Page 6 (!IBauIIcAnaIIsTTTTT] Job Number 07-554 Report Description: Spec. Warehouse Pipe Type Diameter Flow Velocity HWC Friction Loss Length IPressure Eq. Length Summary Total Length Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream RN 2.1570 Q=18.41 1.62 C=120 0.003336 1-i0. N 12-3 Pe 14'-iY Pv 0.047 0.795 134 19-2% 20.156 133 1T-4'/2 20.998 PO(12'-3%) Go ••••• Route 15..... BL 2.1570 0=134.89 11.84 C120 0.132824 10-0 N Pe 10- Pv 1.328 2001 19-2% q53.03 K=11.5 21.264 Spr(-21.264) 2000 1921,4 22.592 BL 2.1570 0=189.55 16.64 C=120 0.249233 - 88'-10 N 12-3 Pe 101-ZPv 25.214 2000 19-2% q=54.66 K=1 1.5 22.592 Spr(-22.592) 117 1921,4 47.806. . T(12'-3%) RN 2.1570 0=189.55 16.64 C=120 0.249233 i-10 N 1231A Pe 14!-`!4 Pv 3.524 0.795 117 19-2% 47.806 116 17-4Y2 52.125 P0(12-3%) •••" Route 16..... RN 115 114 2.1570 19-2% 1741/2 0=170.20 14.94 C120 50.700 54.382 0.204201 P0(12-3%) 1 -iq N 123h/ Pe .14'-14Pv 2.887 0.795 Route 17 '• CM 4.2600 0=187.31 4.22 C=120 0.008865 10- 10-qPv N Pe 0.089 129 17-41/2 21.920 127 174h/2 22.009 RN 2.1570 0=187.31 16.45 - C=120 .... 0.243802 - 11 12'-3Y 4'-l'% Pf 3A47 Pe -0.795 Pv 127 17-4% 22.009 P0(12-3%) 128 19-2% 24.661 BL 2.1570 0=187.31 16.45 C=120 0.243802 107-71 24-7Y 132'-Z N Pe Pv 32.226 -0.000 128 19-2% 24.661 T(12-3%) 111 19'-2'/2 56.887 T(12-3%) RN 2.1570 0=187.31 16.45 C120 0.243802 1-1 12'-3%Pe 14-1YPv N 3.447 0.795 111 19-2% 56.887 110 17-4% 61.130 P0(12'-3Y2 BL 134 2001 2.1570 19-2% 19-2% 0=81.86 7.19 C=120 20.156 21.264 0.052724 T(1 2'-31h) 8_8 1 N 12-3Y Pe 21-Pv 1.108 Route 19 - RN 2.1570 Q=170.20 14.94 C=120 0.204201 1'-1 12-3Y N 2.887 Pe -6.795 131 17-4% 21.616 P0(12-3%) 132 19'-24 23.709 - . ..- ...........14'-1YPy BL 2.1570 0=170.20 14.94 C=120 0.204201 107-71 24-7Y 132'- Pe Pv N 26.991 132 19-2% 23.709 T(12-3%) 115 19-2% 50.700 T(12-3%) Equivalent Pipe Lengths ofVahiés and Fittings (C=120 ( Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 487 / ñly),I - - Factor C Value Multiplier. . Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 , © M.EJ'.CAD, Inc. !1_11 AutoSPRINK® VR5 v5.2.6 07127/2007 11:00:46AM Page 7 ft Job Number. 07-554 Report Description: Spec. Warehouse Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings I Eq. Length I Summary Upstream Total Length Pipe Type Legend Units Legend. ... .. Fittings Legend 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 Backfiow 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 Ruli OR Cutrigger 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 11%° Elbow Ee2 22W Elbow f 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 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 , 0 M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:46AM Page 8 41Eydra.uIicG!aph 1 Job Number 07-554 CAI...k,.. Supply at Node I 150- 135 Static Pressure 133O00 1520.00 128.000 120 105— Al 10 ,/7!ii4 — 112,78 with hose stream& (I) rL 75 60— System demand curve 45 30- 0 IlfIflIll 111111111 ItlIlfIll Ififitlil lit I II 500 750 1000 1250 1500 1750 2000 2250 2500 Water flow, gpm Hydrasbc GraFt Supply at Node 1 Static Pressure 133.000 Raotau Prooss. 1520.00 @ 128.000 Aseilable PresssreTkee of Test 123.805 @2112.78 SstnDesrant 1612.78 @ 104.335 Ste Derearsl (tretuthng Hose JIowance) 2112.78 @ 104.335 , 0 M.E:.P.cAD, Inc. 111 AutoSPRINK® VR5 v5.2.6 07/27/2007 11:00:47AM Page 9 DESCRIPTION AND OPERATION UPRIGHT MODEL GL1167 EXTRA LARGE ORIFICE A UTOMA HG SPRINKLERS FOR USE IN NFPA 13 231 231C 231D & AIF Y17STEMS The Globe Model GO 167 Extra Large Orifice Upright Sprinkler is intended for use in NFPA 13, 231, 231C, 231D and 231F Systems, when installed in accordance with the Standard Sprinkler Positioning and area / density flow calculation requirements as specified in each respective standard. When acceptable to the Authority having Jurisdiction the Model GL1167 Sprinkler may be used as a "special application" sprinkler when installed to protect single, double and multiple-row and portable rack storage of Class I - IV group A and B plastics, cartoned, expanded or unexpanded, as well as exposed unexpanded with a maximum storage height of 20 feet, maximum ceiling height of 25 feet, 36 inches minimum deflector to top of storage clearance, design density of 0.60 gpm/sq. ft., and a design area of 2,000 sq. ft. for wet systems or 2,600 sq. ft. for dry systems. The Model GL1167 Sprinkler is a low profile yet durable design which utilizes a 5mm frangible glass ampule as the thermosensitive element. While the sprinkler provides an aesthetically pleasing appearance, it serves to protect various area coverages. This sprinkler series is available in the upright style and several temperature ratings and finishes to meet varying design requirements. The heart of Globe's Model GL1167 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. TECHNICAL DATA See reverse side for Approvals and Specifications. Temperature Rating - 155°F (68°C), 175°F (79°C), 200°F (93°C), 286°F (141°C). Water Working Pressure Rating - 175 psi (12 Bars). Minimum Operating Pressure - 10 psi (0.7 Bars). Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -67°F (-55°C). Frame - bronze • Deflector - brass e Screw - brass Bulb seat - copper o Spring - nickel alloy o Seal - teflon Bulb - glass with glycerin solution, 5mm size. SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING CLASSIFICATION AVAILABLE SPRINKLER BULB COLOR N.F.P.A. MAXIMUM TEMPERATURES CEILING TEMPERATURE ORDINARY 155 F 68C RED I 00 38'C INTERMEDIATE 5 F r1F 79C/93C 175"F' YELLOW/GREEN 50 F 66CC HIGH 286 F I4 IC BLUE 225F FO7C 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 AUGUST 2002 A-82 BULLETIN GL1167, REV. #1 MODEL GL1167 EXTRA LARGE ORIFICE A UTOMA TIC SPRINKLERS FOR UsEIN NFPA 13,231 C, 231D & 231F SYSTEMS SPECIFICATIONS NOMINAL "K" FACTOR THREAD SIZE LENGTH FINISHES Factory Bronze *in Chrome 11.5 (166 metric) 314" NFF 2 7/16 (6.19 (n.1) Bright Chrome White RIe&+ Back Rer+ *Lead Coded NOTE: METRIC CONVERSIONS ARE APPROXIMATE. *FINISHES AVAILABLE ON SPECIAL ORDER. +AVAILABLE AS UL LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. APPROVALS I SIN NYC - DOB K 155°F 175°F 200°F 286°F STYLE I I MODEL i FACTOR1 68°C 79°C I 93°C 141°C cULus MEA I0I-92-E UPRIGHT GLI 167 11.5 X X X X X X ORDERING INFORMATION SPECIFY Qaitity° Ibè1 Nr -Style Criflae • -F=jJms clesixed Quantity - Wtenc.bes - P/N 333010 GLOBE® PROD UCT WARRANTY G1de agrees to r.air cr replace any of its cxAn rt&iufac- b1L1prt1itts to be cbfecdve innaterial or zknm- sbip for a p=cd of cne ynr tomte of sbipat. FtrEpscificdEtails of cur uarnxt-yplease refer to Price List Tmm sin Giditfrns at Sale (Ox PriceList) . (((*.LOBE FIRE SPUISRUR COR PQR4TION 4077 AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 ww.g1desprink1er. can AUGUST 2002 PRINTED U.S.A. BtJLJ.ETINGL1167, REV. #1 LOBJ'U, FIRE SPRINKL CORPORATI( QUICK RESPONSE RECESSED PENDENT QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL r DESCRIPTIONAND OPERATION QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDEWALL The Globe Quick Response CL Series Sprinkler is a low-profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing ap- pearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. The heart of Globe's CL 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. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA See reverse side for Approvals and Specifications. *Temperature Ratings - 135°F (570C), 155°F (680C), 175°F (790C), 200°F (93°C), 286°F (141°C). '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 (-550C). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size. 'Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER I BULB N.F.P.A. MAXIMUM CLASSIFICATION TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135°F/155°F 570C1680C ORANGE/RED 100°F 38°C INTERMEDIATE 1750F/200°F 79°C/93°C YELLOW/GREEN 150°F 66°C HIGH , 286°F 141°C BLUE 225°F 107°C 4O77AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX 989-846-9231 DECEMBER 2006 A-24 BULLETIN GL2801, REV. #5 PENDE oL FIR CORPORATiON p QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDE WALL SPECIFICATIONS NOMINAL 'K" FACTOR THREAD SIZE LENGTH ' FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4' (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) San Chrome 2 Bright Chrome 5.6 (80 metric) 1/2" NPT 2 1/4' (5.7 cm) White Polyester 3 7.8 (111 metric) 1/2" NPT 2 1/4" (5.7 cm) Black Polyester 8.1 (116 metric) 3/4" NPT 27/16" (6.2 cm) Lead Coated 2 NOTE: METRIC CONVERSIONSAREAPPROXIMATE. 11-IORIZONTALSIDEWALLIS2 9/16. 2RNISHESAVAIBONSPECLOPER 3C-UL LISTED CORROSION RESISTANT- POLYESTERMUSTBESPECIFIED ON ORDER. APPROVALS STYLE SIN MODEL K FACTOR 135°F 57°C 155°F 68°C 175°F 79°C 200°F 93°C °286°F 141°C "I" cULus FM LPC CE NYC - DOB MEAIOI-92-E GL2801 2.8 X X X X X X - - - X GL4201 4.2 X X X X X X - - X PENDENT GL5601 5.6 X X X X X X X X X X RECESSED GL8101 7.8° X X X X X X X - - X GL8106 8.1 X X X X X X X X X X GL2826 2.8 X X X X X X - - - X HORIZONTAL GL4226 4.2 X X X X X X - - - X SIDEWALL . ..... RECESSED § GL5626 5.6 X X X X X X - - - X GL8127 8.1 X X X X X X - - - - §HORIZONTALSIDEWALLcULus LISTED FOR DEFLECTOR4'TO 1 Z'BELOWTHE CEILING. t5.6KORIFICE7.8KORIFICEAND8.1K ORIFICE LISTED FOR ALLHAZARDS. I'7.8KX1/2°NPT. °°286"FcULus LISTED ONLY. tt1 °RECESSEDESCLffCHEONSAREREQUIREDFORFMAPPROVEDSPRINKJERS. ORDERING INFORMATION SPECIFY Quantity • Model Number • Style Orifice • Thread Sizes • Temperature Finishes desired Quantity - Recessed Wrenches - P/N 325391 (1/2'); P/N 325401, Rev. F (L.a.) Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GLOBE®PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material ME, or workmanship for a period of one year from date of 3/I lIED, shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprinkler.com CROSS SECTIONS 2 15/16 DI& 2" D. MIII, I 29/32 U I/2 IL REDUCER RETRJNER cup It4r DECEMBER 2006 PRINTEDU.S.A. BULLETIN GL2801, REV. #5 N. June 1, 2007 Sprinkler 13e STANDARD RESPONSE EXTRA-LARGE ORIFICE UP N4lKjw4j RIGHT AND PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings NIl 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com 1. DESCRIPTION - The Viking Standard Response Extra-Large Orifice Upright and Pendent Sprinklers are thermosensitive glass bulb spray sprinklers available in several different finishes . and temperature ratings to meet design requirements. The special Polyester and Teflon® 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 cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coat- ings as corrosion resistant.) . The extra-large orifice provides greater flows at lower pressures than standard orifice - or large orifice sprinklers. This feature allows reduced pipe sizing for hydraulically Upright Pendent calculated sprinkler systems, which require high densities of water. Viking Standard Response Extra-Large Orifice Sprinklers may eliminate the need for a fire pump or reduce the size of the pump if it is required. On existing systems, replacing large orifice sprinklers with extra-large orifice sprinklers may provide the higher densities required to allow an increase in the hazard classification of an occupancy. 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 on page 13f. LISTINGS AND APPROVALS cULus Listed: Category VNlV FM Approved: Class 2009 NOTE: Upright Sprinkler VK530 and Pendent Sprinkler VK536 are Listed and Approved as Specific Application Sprinklers. Refer the Approval Chart on page 13g and Design Criteria on page 13h for cULus and FM approval requirements that must be followed. TECHNICAL DATA Specifications: Maximum Working Pressure: 175 psi (12 bar). Factory tested hydrostatically Viking Technical Data may be found on to 500 psi (34.5 bar). The Viking Corporation's Web site at Thread size: 3/4" (20 mm) NPT http:ilwww.vikinggroupinc.com. Nominal K-Factor: 11.2 U.S. (161.3 metric") The Web site may include a more recent 'Metric K-factor measurement shown is when pressure is measured in Bar. When pressure edition of this Technical Data Page. is measured in kPa, divide the metric K-factor shown by 10.0. Glass-bulb fluid temperature rated to -65 'F (-55 'C) Overall Length: 2-5/16" (58.7 mm) Material Standards: Sprinkler Frame: Brass UNS-C84400 Deflector Brass UNS-C26000 Bulb: Glass, nominal 5 mm diameter Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-530400 Compression Screw: Brass UNS-C36000 Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape. For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sørinklers: Belleville Spring-Exposed Ordering Information: (Also refer to the current Viking price list.) Order Standard Response Extra-Large Orifice Upright and Pendent Sprinklers by first adding the appropriate suffix for the sprin- kler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-A/V, Black Polyester = M-/B, Black Teflon® = N, Wax Coated = C Temperature Suffix ("F/°C): 155"/68" = B, 175'I79' = D, 200°/93° = E, 286°/141' = G, OPEN = Z (Teflon® only). Form No. F_010692 Replaces page 13e-i dated January 5, 2007. (Added cULus Listing for Sprinkler VK536.) Sprinkler 13f June 1, 2007 STANDARD RESPONSE EXTRA-LARGE ORIFICE N41KJWJ UPRIGHT AND PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com For example, sprinkler VK530 with a Brass finish and a 155 °F168 "C temperature rating = Part No. 09679AB 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. 05118CW/B (available since 1981). Wrench for recessed pendent and/or coated sprinklers: Part No. 11663W/B (available since 2001) **A Y2" ratchet is required (not available from 'liking). 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. OPERATION During fire conditions, when the temperature around the sprinkler reaches its operating temperature, the heat-sensitive liquid in the glass bulb expands, causing the bulb 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 Viking Standard Response Extra-Large Orifice Upright and Pendent Sprinklers are 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. SpHnkLer Protective Wrench Shield MAL Flat i;i LAT MER Figure 1: Upright Sprinkler VK530 and Wrench 05II8CWIB June 1, 2007 Spnnker 13g STANDARD RESPONSE EXTRA-LARGE ORIFICE vsi I I'I Fl6i UPRIGHT AND PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com TABLE 1: AVAILABLE SPRINKLER TEMPERATURE RATINGS AND FINISHES SprinklerTemperature I SpnnklerNominal Maximum Ambient Bulb t o or Classification Tempure Rating1 Ceiling Temperatur& erat 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 Sprinkler Finishes: Brass, Chrome-Enloy®, Whit&Polyester, Black Polyester, and Black Teflon Corrosion-Resistant Coatings3: White Polyester, Black Polyester, and Black Teflon® in all temperature ratings. Wax-Coated Brass for sprinklers with the following temperature ratings: 155'F (68 'C) Lt. Brown Wax 175 'F (79 'C) Brown \Afax 200 'F (93 'C) Brown Wax 286 'F (141 'C) Ok. 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. The corrosion-resistant coatings have passed the standard corrosion test required by the approving agencies indicated on page 13g. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end-user that the coatings are compatible with or suitable for the proposed environment. For automatic sprinklers, the coat- ings indicated are applied to the exposed exterior surfaces only. Note that the spring is exposed on sprinklers with Polyester and Teflon® coatings. For Teflon® coated open sprinklers only, the waterway is coated. Approval Chaft. - Tesupecature KEY Standard Response Extra Large Orifice Upright and Pendent Sprinklers ++- Finish Al X 4— Escutcheon Maximum 175 PSI(12 Bar) WWP (if applicable) Base Part SIN Sprinkler Thread Size Nominal K-Factor Overall Length Listings and Approvals" (Refer also to Design Criteria on pg 13h.) Number" Style NPT BSP U.S. metric2 Inches mm cULus4 FM NYC 09679 VK530 Upright 3/4' 20 mm 11.2 161.3 2-5/16 58.7 A4, B2, C3 BI - 07961 VK536 Pendent 3/4" 20 mm 11.2 161.3 2-5/16 1 58.7 B2X, C2Y, C3X - - Approved Finishes Escutcheons 1 - Brass and Chrome-Enloy® X - Standard surface-mounted escutcheons Approved Temperature Ratings 2 - Brass, Chrome-Enloy', White Polyester', or the Microfast® Model F-11 Adjustable A - 286 'F (141 'C) Black Polyester', and Black Teflon' Escutcheon B - 155 'F (68 'C), 175 'F (79 'C), 200 'F (93 'C), and 3 - Wax-Coated Brass (corrosion resistant) V - Standard surface-mounted escutcheons 286 'F (141 °C) 4- Brass with 200 F (93 C) Wax Coating (cor- or the Microfast' Model F-i Adjustable C - 155 'F (68 'C), 175 'F (79 'C), and 200 'F (93 'C) rosion resistant); Maximum ambient ceiling Escutcheon, or recessed with the temperature = 150 F (65 C). Micromali Model E-1 or E-2 Recessed Escutcheon Footnotes Base part number shown. For complete part number, refer to Viking's current price schedule. 2 MetricK-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0. 3Th1s table shows the listings and approvals available at the time of printing. Other approvals may be in process. 4 Listed by Underwriters Laboratories Inc. for use in the U.S. and Canada. 5cULus Listed as corrosion-resistant. Sprinkler 13h June 1, 2007 :EXTRA-LARGE TANDARD RESPONSE ORIFICE Is1G RIGHT AND PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcs@vikingcorp.com DESIGN CRITERIA (Also refer to the Approval Chart on page 13g) cULus Listing Requirements: Standard Response Extra-Large Orifice Upright Sprinkler VK530 and Pendent Sprinkler VK536 are cULus Listed for installation in ac- cordance with the latest edition of NFPA 13 for standard upright and pendent spray sprinklers: Designed for use in hazard occupancies up to and including Extra-Hazard Group II with a minimum operating pressure of 7 psi (0.5 bar). Sprinklers VK530 and VK536 are also cULus Listed for use in High-Piled Storage Occupancies as defined in NFPA 13 with a minimum operating pressure of 7 psi (0.5 bar). The sprinkler installation and obstruction rules contained in NFPA 13 for standard spray upright and pendent sprinklers must be followed. FM Approval Requirements: Standard Response Extra-Large Orifice Uriaht Sprinkler VK530 is FM Approved for use in Ordinary and Extra-Hazard Occupancies, as well as High-Piled Storage Occupancies with a minimum operating pressure of 10 psi (0.7 bar). Refer to the latest applicable FM Loss Prevention Data Sheets and Technical Advisory Bulletins. FM Global Loss Prevention Data Sheets and Technical Advisory Bulletins 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. Also: - When acceptable to the Authority Having Jurisdiction, Viking Standard Response Extra-Large Orifice Sprinklers VK530 and VK536 may be used as a specific-application head with a density of .6/2000 ft.2 for wet systems or .6/2600 ft.2 for dry systems to protect single-, double-, multiple-row, and portable rack storage of Class I-IV, Group A and B Plastics, cartoned, expanded or unexpanded, as well as exposed unexpanded when the following conditions are met: A maximum storage height of 20 ft. (6.1 m). A maximum ceiling height of 25 ft. (7.6 m). A 36-inch (914 mm) minimum clearance from the deflector to the top of storage. Otherwise, design to the appropriate density/area requirements. IMPORTANT: Always refer to Bulletin Form No. F_091699 - Care and Handling of Sprinklers. Also refer to pages SRI-3 for general care, installation, and maintenance information. Viking sprinklers are to be installed in ac- cordance with the latest edition of 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. Sprinkler Wrench I / 11663V/B*s must be I used for installing I recessed Sprinkler VK536 Step 1: CarefuLly slide the wrench sideways around the deflector '-- - -- and protective shieLd, I *A 1/2' ratchet is required i Step 2' CarefuLly press the (Note the orientation of (not available from Viking). wrench upward and turn slightly the shield in the wrench.) to ensure engagement with I the sprinkler wrench flats. Figure 2: Wrench 11663W/B for Coated and/or Recessed Pendent ELO Sprinklers 2-1/8" (54 mm) (28.6 mm) Minimum June 1, 2007 Spnnker 13i STANDARD RESPONSE EXTRA-LARGE ORIFICE "'rI I FII I1Gu UPRIGHT AND PENDENT SPRINKLERS The Viking Corporation, 210 N Industrial Park Road, Hastings Ml 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-945-4495 Email: techsvcsvikingcorp.com 3/4- (20 mm) NPT 2-5/16" 1-5/8" H (58.7 mm) (41 mm) 1-1/4" "— 3/4" (32 mm) (20 mm) Upright Sprinkler Pendent Sprinkler 09679 (vK530) 07961 (vK536) 2— (59 1-3/4" (44.5 mm) Installed with a 1/8" (3.1 mm) standard surface—mounted escutcheon Figure 3: Sprinkler Dimensions Ceiling Opening Size: 2-5/16" (58.7 mm) minimum 2-1/8" 2-1/2" (63.5 mm) maximum (54 mm) 2-1/8" (54 mm) r-U-lJUmmi I I FIlftU 1-7/16" ::......... ::: 1-15/16" L I (36.5 mm) (49.2 mm) Minimum Maximum _____ (44.5 mm) Maximum Installed with a Microfast Model F—i Adjustable Escutcheon Installed with a Micromatic Installed with a Model E-2 Model E-1 Recessed Escutcheon Thread—on Recessed Escutcheon Figure 4: Pendent Sprinkler VK536 Dimensions with the Model F-I, Model E-I and E-2 Recessed Escutcheons THIS PAGE INTENTIONALLY LEFT BLANK Form No. F_010692 Replaces page 13e-i dated January 5, 2007. (Added cULus Listing for Sprinkler VK536) QUICK RESPONSE RECESSED PENDENT QUICK RESPONSE RECESSED HORIZONTAL SIDEWALL qwk QUICK RESPONSE A UTOMA TIC SPRINKLERS FIRE SPRINJ GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDE WALL DESCRJPTIONAND OPERA HON The Globe Quick Response GL Series Sprinkler is a low profile yet durable design which utilizes a 3mm frangible glass ampule as the thermosensitive element. This provides sprinkler operation approximately six times faster than ordinary sprinklers. While the Quick Response Sprinkler provides an aesthetically pleasing ap- pearance, it can be installed wherever standard spray sprinklers are specified but offers the additional feature of greatly increased safety to life. Quick Response Sprinklers should be used advisedly and under the direction of approving authorities having jurisdiction. 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. The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA 'See reverse side for Approvals and Specifications. Temperature Ratings - 135°F (570C), 155°F (680C), 175°F (79°C), 200°F (930C), 286°F (141°C). *Water Working Pressure Rating - 175 psi (12 Bars). Factory tested hydrostatically to 500 psi (34 Bars). Maximum low temperature glass bulb rating is -670F (-550C). Frame - bronze • Deflector - brass • Screw - brass Bulb seat - copper • Spring - nickel alloy • Seal - teflon Bulb - glass with alcohol based solution, 3mm size. Escutcheon Assembly - steel SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING AVAILABLE SPRINKLER BULB N.F.P.A. MAXIMUM CLASSIFICATION SS TEMPERATURES COLOR CEILING TEMPERATURE ORDINARY 135°F/1 55°F 57°C/680C I ORANGE/RED 100°F 38°C INTERMEDIATE 175°F/200°F 790C/93°0 YELLOW/GREEN 150°F 66°C HIGH 286°F 1410C I BLUE 225°F 107°C 4077 AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 • FAX989-846-9231 DECEMBER 2006 A-24 BULLETIN GL2801, REV. #5 CROSS SECTIONS 2 15/16 DL. - 2 D. N. I 29/32 016, 1 16 I/2 REDUCER 16wER CUP I 118 UN. /8 J PENDENT - I CUP 6 6/W2'*0 UPUI 29/M. [ QUICK RESPONSE A UTOMA TIC SPRINKLERS GL SERIES RECESSED PENDENT RECESSED HORIZONTAL SIDE WALL SPECIFICATIONS NOMINAL "K FACTOR THREAD SIZE LENGTH I FINISHES 2.8 (39 metric) 1/2" NPT 2 1/4" (5.7 cm) Factory Bronze 4.2 (59 metric) 1/2" NPT 2 1/4" (5.7 cm) San Chrome Bright Chrome 5.6 (80 metric) 1/2' NPT 2 1/4" (5.7 cm) white Polyester 7.8 (111 metric) 1/2' NPT 2 1/4" (5.7 cm) Black Polyester 8.1 (116 metric) 3/4' NPT 2 7/16" (6.2 cm) Lead Coated 2 NOTE: METRIC CONVERSIONSAREAPPROXIMATE. HORIZONTAL SIDEWALLIS2 9/16. 2FINISHESAVAIBONSPECLOPJER 3C-UL LISTED CORROSION RESISTANT- POLYESTERMUSTBE SPECIFIED ON ORDER. APPROVALS STYLE SIN MODEL K FACTOR 135°F 57°C 155°F 68°C 175°F 79°C 200°F 93°C **286F 141°C cULus FM LPC MEA10192-E CE NYC - DOS GL2801 2.8 X X X X X X — - — X GL4201 4.2 X X X X X X - - — X PENDENT —? GL5601 5.6 X X X X X X X X X X RECESSED GL8101 7.8* X X X X X X X — — X GL8106 8.1 X X X X X X X X X X GL2826 2.8 X X X X X X — — — X HORIZONTAL GL4226 4.2 X X X X X X — — - X SIDEW\LL - RECESSED § GL5626 5.6 X X X X X X - — X GL8127 8.1 X X X X X X — - - — §M0XI0N I AL SIL)WALLCULUS LIS I L) P-0I< L)-LU I 0I<4 101 UL0VV I NtUtILINU. t5.6K ORIFICE, 7.8KORIFICEAND8.1KORIFICE LISTED FORALI HAZARDS . *78KX1/2NpT **286*FcULusLISTEDONLY ttl/2 RECESSED ESCLJrCHEONSP,REREQUIREDFORFMAPPROVEDSPRINI<LERS. ORDERING INFORMATION SPECIFY Quantity • Model Number . Style Orifice • Thread Sizes • Temperature Finishes desired Quantity - Recessed Wrenches - PIN 325391 (1/2"); P/N 325401, Rev. F (L.O.) Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GL OBE® PROD UCT WARRANTY 7jJ Globe agrees to repair or replace any of its own manufactured products found to be defective in material L- 166. or workmanship for a period of one year from date of 3/6666. shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). HORIZONTAL SIDEWALL 4077AIRPARKDRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.gIobesprink1er.com PRINTEDU.SA BULLETIN GL2801, REV. #5 d LOBE ".1 FIRE SPRINKLER CORPORATION DECEMBER 2006