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Report (39) X 5 2,013_ (i 5- ` INI C 3 5Ger /A ki Job Number:LS3559 Re•ort Descri•tion:Other Design Engineer Job Number Jared Hill LS3559 Phone FAX 'ob Nene: (503)657-5155 (503)657-5182 Safeguard DocuSource State Certificston/Licenee Number 16350 SW 72nd Ave. AHJ Address 2 Tigard,OR 97224 Job slte!Ruodhg Address 3 Area or Application Density 0.430gpm/ft2 2000.o0ft2(Actual 2027.29ft2CITV OFTIGHND None streertn Most Demanding Sprinkler Data 500.00 BUILDING DIVISION 11.2 K-Factor 39.51 at 12.442 Number Of SprIn!dem Calculated Coverage per Wald. 22 91.88ft2 System Flow Demand System Pnmue Demand 1006.46 66.328 Pressure Result Total Demand +14.796(18.2%) 1506.46 @ 66.328 Nab a Flow(aoml Hose Flow(aom) Static(osil Residual(osi) ldent er Pressure(osil K-Factor(K) Flow(goml Mama 17 Water Supply 1012.00 500.00 102.000 92.000 0 t.NF,GINES' 540 80785PE .esu OREGON yGAE 30 2`09 EXPIRES:C/3—V/ sem;a ' - :5. • +,u,' r r+? - _. �.-r;. , a. rr �.�., .. P r.ry, i .i 4 150 135 120 105—Static Pressure 102.000 90 , _ t 1012.00 CI 92.000 _ l l 75 = I , i---I6 66.328 r { , i—I 1 1, r i 1 ! ! I 1 I ' 1. I y r- _4_ l l I i , '-{ l_is ,� fi0 -- .7- ., 1506.46 with hose streams ! l t t t ! ! ' y 4 _ S‘ { ! l i l t ' u — y l i i I til 1-i I ! '_' iii, = System demand curve ! ; 1 1 1 1 1 1_1 1 1 l ! y E. 1N ; L--t: ;a I,'le fes It is i• I• 1i• :s,•"i pit• ; a r. 15 - 0gnu wu11111 111111 111111 11. 11 11 1 1 1 1 1 111111111 111 III t 1 1 p0600� 1000 1� 1400 1600 2000 1800 Water flow,gpm (4„,©M.E.P.CAD,Inc. 11 AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:48:00PM Page 1 ^ Nil Job Number:LS3559 Resort Descri.tion:Other Job Number Design Engineer - _. .. .. LS3559 Jared Hill Job Name: State Certification/License Number Safeguard DocuSource Address 1 AHJ 16350 SW 72nd Ave. Address 2 Job Site/Building Tigard,OR 97224 Address 3 Dreaing Name Safeguard DocuSource.cad Most Demanding Sprinkler Data GsmWnry 11.2 K-Factor 39.51 at 12.442 Other Job a Hose Noone At Source Area of Application 500.00 0.430gpm/ft2 2000.00ft2(Actual 2027.29ft2) AddiCorwl Hose Suppliss Number Of Spdnkle s Calculated Coverage Per Sprinkler Node Flow(oom) 22 91.88ft2 AutoPeak Results Pressure For Remote Area(s)Adjacent To Most Remote Area Right:55.681 Total Hose Streams 500.00 System Flow Demand I Total Water Required(Including Hose Allowance) 1006.46 1506.46 Mextmum Pressure Unbalance In Loops 0.000 Ma>amum Velocity Above GroundI 32.02 between nodes 3 and 25 Maxtmum Velocity Under Ground Volume aped,of Win Pipes Volume apedry of Dry Pipes 719.83ga1 Hose •Flow Static Residual @ Flow Available Total Demand Required Safe Margin Node Name (gpm) (psi) (psi) (gpm) (psi) @ (qpm) Safety 9 (Psi) (psj) 17 Water Supply 1 500.00 __ 102 000 92.000 , 1012.00 81.124 I 1506.46 i 66.328 14.796 Contractor Number Contact Name 21 Jared HiDesignll er i comas Mance Name of Contractor 9 Extension WSFP Address 1 FAX 13896 Fir St.Suite B Address 2 E-mail — Oregon City,OR 97045 Jared.Hill@wsfp.us Address 3 ! Web' e a,,©M.E.P.CAD, Inc. ®AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:48:42PM Page 2 811Job Number LS3559 Report Description:Other Water Supply at Node 17 150 135 120 105 -Static Pressure 102.000 1012.00@92.000 90 D. 75 a 1006.46 @ 66.328 1506.46 with hose streams 60 • 45 System demand curve 30 15 0 -minim]111111111 1/1111111 1111111 I I ) I I I I I I I I I ) I I I I I I 1 11 1111 I I ) I I I I I I I I I 1 1 1 ) ) ) I I I 0200 400 600 BOO 1000 1200 1400 1600 1800 2000 Water flow,gpm Hydraulic Graph Water Supply at Node 17 Static:Pressure 102.000 Residual:Pressure 92.000 @ 1012.00 Available Pressure at Time of Test 81.124©1506.46 System Demand 66.328 @ 1006.46 System Demand(Inducting Hose Allowance at Source) 66.328 @ 1506.46 16,©M.E.P.CAD,Inc. AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:01 PM Page 3 111 Job Number:LS3559 Report Description:Other Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) _ c Sprinkler 101 39.51 39.51 11.2 12.442 Sprinkler 102 40.92 39.51 11.2 13.347 Sprinkler 103 43.29 39.51 11.2 14.937 Sprinkler 104 39.65 39.51 11.2 12.535 Sprinkler 105 41.07 39.51 11.2 13.446 Sprinkler 106 43.45 39.51 11.2 15.047 Sprinkler 107 39.76 39.51 11.2 12.603 Sprinkler 108 41.18 39.51 11.2 13.518 Sprinkler 109 43.56 39.51 11.2 15.127 Sprinkler 110 46.81 39.51 11.2 17.468 Sprinkler 111 47.17 39.51 11.2 17.735 Sprinkler 112 46.92 39.51 11.2 17.550 Sprinkler 113 48.26 39.51 11.2 18.564 Sprinkler 114 46.93 39.51 11.2 17.554 Sprinkler 115 47.30 39.51 11.2 17.833 Sprinkler 116 47.03 39.51 11.2 17.630 Sprinkler 117 48.34 39.51 11.2 18.630 Sprinkler 118 47.07 39.51 11.2 17.660 Sprinkler 119 47.43 39.51 11.2 17.937 Sprinkler 120 47.17 39.51 11.2 17.739 Sprinkler 121 48.50 39.51 11.2 18.750 Sprinkler 122 65.17 39.51 11.2 33.857 ' Most Demanding Sprinkler Data y (&,©M.E.P.CAD,Inc. IIAutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:05PM Page 4 • Ili Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure 1 Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary -Upstream Total Length wr Route 1 BL 1.3800 39.51 8.47 120 0.120580 7'-6 Pf 0.904 101 21'-10 39.51 11.2 12.442 Sprinkler Pe 102 21'-10 13.347 7'-6 Pv BL 1.6100 80.42 12.67 120 0.212014 7'-6 Pf 1.590 102 21'-10 40.92 11.2 13.347 Sprinkler Pe 103 21'-10 14.937 7'-6 Pv BL 1.6100 123.71 19.50 120 0.470275 3'-2% Pf 5.257 103 21'-10 43.29 11.2 14.937 Sprinkler 8'-0 Pe 1 21'-10 20.194 T(8'-0) 11'-2'A Pv RN 1.6100 201.54 31.76 120 1.160007 2'-4 Pf 11.987 1 21'-10 77.83 20.194 Flow(q)from Route 4 8'-0 Pe 1.012 2 19'-6 33.192 PO(8'-0) 10'-4 Pv CM 2.6350 111.68 6.57 120 0.035337 12'-4 Pf 0.436 2 19'-6 33.192 Pe 3 19'-6 33.628 12'-4 Pv CM 2.6350 314.88 18.53 120 0.240444 12-3 Pf 2.945 3 19'-6 203.19 33.628 Flow(q)from Route 3 Pe 4 19'-6 36.573 12-3 Pv CM 2.6350 329.93 19.41 120 0.262143 12-4 Pf 3.233 4 19'-6 15.05 36.573 Flow(q)from Route 10 Pe 5 19'-6 39.806 17-4 Pv CM 2.6350 291.23 17.13 120 0.208108 12-3 Pf 2.549 5 19'-6 39.806 Pe 6 19'-6 42.356 12-3 Pv CM 2.6350 259.72 15.28 120 0.168377 12-4 Pf 2.077 6 19'-6 42.356 Pe 7 19'-6 44.432 12'-4 Pv CM 2.6350 234.29 13.78 120 0.139152 12'-3 Pf 1.705 7 19'-6 44.432 Pe 8 19'-6 46.137 12'-3 Pv CM 2.6350 213.80 12.58 120 0.117485 12-4 Pf 1.449 _ 8 19'-6 46.137 Pe 9 19'-6 47.586 I 12'-4 Pv RN 1.6100 16.61 2.62 120 0.011463 2-4 Pf 0.118 9 19'-6 47.586 PO(8.-0) 8'-0 Pe -1.012 10 21'-10 46.693 10'-4 Pv BL 1.6100 16.61 2.62 120 0.011463 73'-0% Pf 1.021 10 21'-10 46.693 T(8'-0) 16'-0 Pe 11 21'-10 47.714 T(8'-0) ' 89'-0% Pv RN 1.6100 16.61 2.62 120 0.011463 2'-4 Pf 0.118 11 21'-10 47.714 8'-0 Pe 1.012 12 19'-6 48.844 P0(8'-0) 10'-4 Pv CM 4.2600 585.59 13.18 120 0.073025 12'-3 Pf 0.895 12 19'-6 568.97 48.844 Flow(q)from Route 5 Pe 13 19'-6 49.739 12'-3 Pv CM 4.2600 599.56 13.50 120 0.076282 5-9 Pf 4.456 13 19'-6 13.97 49.739 Flow(q)from Route 31 52'-8 E Pe 14 19'-6 54.195 PO(26'-4),C(26-4) 58'-5 Pv CM 6.3570 690.42 6.98 120 0.014098 18'-4'/. Pf 0.259 14 19'-6 90.85 54.195 Flow(q)from Route 32 Pe 15 19'-6 54.453 18'-4'/, Pv CM 6.3570 1006.46 10.17 120 0.028313 4'-61h Pf 0.485 15 19'-6 54.453 12-7 Pe 16 19'-6 54.938 fE(12'-7) 17'-1'/2 Pv FR 6.3570 1006.46 10.17 120 0.028313 22'-6 Pf 1.634 16 19'-6 54.938 35'-2% Pe 9.757 17 -3'-0 66.328 ALV(35'-2'/Y),S 57'-8% Pv 500.00 Hose Allowance At Source 17 1506.46 we Route 2 BL 1.3800 39.65 8.51 120 0.121413 7'-6 Pf 0.911 104 21'-10 39.65 11.2 12.535 Sprinkler Pe 105 21-10 13.446 7'-6 Pv BL 1.6100 80.72 12.72 120 _ 0.213477 7'-6 Pf 1.601 105 21-10 41.07 11.2 13.446 Sprinkler Pe 106 21'-10 15.047 7'-6 Pv • BL 1.6100 124.17 19.57 120 0.473507 3'-2% Pf 5.293 106 21-10 43.45 11.2 15.047 Sprinkler 8'-0 Pe 18 21-10 20.340 T(8'-0) 11-2'A Pv ats,,©M.E.P.CAD,Inc. 1111AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 5 111Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length RN 1.6100 202.83 31.96 120 1.173853 7-4 Pf 12.130 18 21'-10 78.66 20.340 Flow(q)from Route 6 8'-0 Pe 1.012 19 19'-6 33.482 PO(V-0) 10'-4 Pv , CM 2.6350 292.68 17.22 120 0.210034 12'-4 Pf 2.590 19 19'-6 89.85 33.482 Flow(q)from Route 42 Pe 20 19'-6 36.072 12'-4 Pv CM 2.6350 246.86 14.52 120 0.153275 12'-3 Pf 1.878 20 19'-6 36.072 Pe 21 19'-6 37.950 12'-3 Pv CM 2.6350 207.10 12.18 120 0.110763 17-4 Pf 1.366 21 19'-6 37.950 Pe 22 19'-6 39.316 17-4 Pv CM 2.6350 172.20 10.13 120 0.078729 12'-3 Pf 0.964 22 19'-6 39.316 Pe 23 19'-6 40.280 12'-3 Pv CM 2.6350 140.72 8.28 120 0.054190 74'-0% Pf 4.460 23 19'-6 40.280 8'-2% Pe 24 19'-6 44.740 E(8'-2%) 82'-3% Pv CM 3.2600 223.68 8.60 120 0.045300 184'-10 Pf 9.713 24 19'-6 82.96 44.740 Flow(q)from Route 13 29'-6% Pe 15 19'-6 54.453 E(9'-5),P0(20'-2) 214'-5 Pv 0. Route 3 BL 1.3800 39.76 8.53 120 0.122018 7'-6 Pf 0.915 107 21'-10 39.76 11.2 12.603 Sprinkler Pe 108 21'-10 13.518 7'-6 Pv BL 1.6100 80.94 12.76 120 0.214537 _ 7'-6 Pf 1.609 108 21'-10 41.18 11.2 13.518 Sprinkler Pe 109 21'-10 15.127 7'-6 Pv BL 1.6100 124.50 19.62 120 0.475851 3'-2% Pf 5.320 109 21'-10 43.56 11.2 15.127 Sprinkler 8'-0 Pe 25 21'-10 20.446 T(8'-0) 11-2% Pv RN 1.6100 203.19 32.02 120 1.177736 7-4 Pf 12.170 25 21'-10 78.69 20.446 Flow(q)from Route 8 8'-0 Pe 1.012 _ 3 19'-6 33.628 PO(8'-0) 10'-4 Pv ▪ Route 4 BL 1.6100 30.66 4.83 120 0.035609_ 7'-6 Pf 0.267 110 21'-10 46.81 11.2 17.468 Sprinkler Pe 111 21'-10 17.735 i 7'-6 Pv BL 1.6100 77.83 12.26 120 0.199525 4'-3% Pf 2.458 111 21'-10 47.17 11.2 17.735 Sprinkler 8'-0 Pe 1 21'-10 20.194 T(8'-0) 12'-3% Pv o Route 5 BL 1.6100 16.15 _ 2.55 120 0.0108797'-6;Pf 0.082 110 21'-10 46.81 11.2 17.468 Sprinkler Pe 112 21'-10 17.550 7'-6'Pv BL 1.6100 63.07 9.94 120 0.135237 7'-6 Pf 1.014 112 21'-10 46.92 11.2 17.550 Sprinkler Pe 113 21'-10 18.564 7'-6 Pv BL 1.6100 111.33 17.54 120 0.386925 46-3 Pf 20.991 113 21'-10 48.26 11.2 18.564 Sprinkler 1 8'-0 Pe 26 21'-10 39.555 T(8'-0) I 54'-3 Pv RN 1.6100 111.33 17.54 120 0.386925 1 2'-4 Pf 3.998 26 21'-10 39.555 8'-0 Pe 1.012 27 19'-6 44.565 PO(V-0) 10'-4 Pv CM 4.2600 291.26 6.56 120 0.020060 12'-4 Pf 0.247 27 19'-6 179.93 44.565 Flow(q)from Route 7 Pe 28 19'-6 44.812 1 12'-4 Pv CM 4.2600 402.73 9.07 120 0.036535 1 12'-3 Pf 0.448 28 19'-6 111.48 44.812 Flow(q)from Route 9 � Pe 29 19'-6 45.260 12'-3 Pv CM 4.2600 452.85 10.19 120 0.045387 17-4 Pf 0.560 29 19'-6 50.11 45.260 Flow(q)from Route 17 Pe 30 19'-6 45.820 12'-4 Pv CM 4.2600 491.55 11.06 120 0.052823 12'-3 Pf 0.647 30 19'-6 38.70 45.820 Flow(q)from Route 19 Pe 31 19'-6 46.467 12'-3 Pv CM 4.2600 523.06 11.77 120 0.059258 12'-4 Pf 0.731 31 19'-6 31.51 46.467 Flow(q)from Route 16 Pe 32 19'-6 47.197 17-4 Pv CM 4.2600 548.49 12.35 120 0.064698 12'-3 Pf 0.793 32 19'-6 25.43 47.197 Flow(q)from Route 24 Pe 33 19'-6 47.990 12'-3 Pv k©M.E.P.CAD,Inc. ®AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 6 ` Ili Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC _ Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM 4.2600 568.97 12.81 120 0.069239 12'-4 Pf 0.854 33 19'-6 20.48 47.990 Flow(q)from Route 22 Pe 12 19'-6 48.844 12'4 Pv .40 Route 6 BL 1.6100 31.37 4.94 120 0.037147 7'-6 Pf 0.279 114 21'-10 46.93 11.2 17.554 Sprinkler Pe 115 21'-10 17.833 7-6 Pv BL 1.6100 78.66 12.40 120 0.203518 4'-3% Pf 2.508 115 21'-10 47.30 11.2 17.833 Sprinkler 8'-0 Pe 18 21'-10 20.340 T(8'-0) 12'-3% Pv a Route 7 BL 1.6100 15.56 2.45 120 0.010150 7-6 Pf 0.076 114 21'-10 46.93 11.2 17.554 Sprinkler pe 116 21'-10 17.630 7'-6 Pv BL 1.6100 62.58 9.86 120 0.133311 7-6 Pf 1.000 116 21'-10 47.03 11.2 17.630 Sprinkler Pe 117 21'-10 18.630 7'-6 Pv BL 1.6100 110.93 17.48 120 0.384346 46'-3 Pf 20.851 117 21'-10 48.34 11.2 18.630 Sprinkler 8'-0 Pe 34 21-10 39.481 T(8'-0) 54'-3 Pv RN 1.6100 110.93 17.48 120 0.384346 2'-4 Pf 3.972 34 21'-10 39.481 8'-0 Pe 1.012 35 19'-6 44.464 PO(8'-0) 10'-4 Pv CM 4.2600 179.93 4.05 120 0.008229 12'-3 Pf 0.101 35 19'-6 69.00 44.464 Flow(q)from Route 11 Pe 27 19'-6 44.565 12'-3 Pv OD Roule 8 BL 1.6100 31.26 4.93 120 0.036911 7'-6 Pf 0.277 118 21-10 47.07 11.2 17.660 Sprinkler Pe 119 21'-10 17.937 7-6 Pv BL 1.6100 _ 78.69 12.40 __ 120 0.203663 4'-3% Pf 2.509 119 21'-10 47.43 11.2 17.937 Sprinkler 8'-0 Pe . 25 21'-10 20.446 T(8'-0) 12'-3% Pv Route 9 BL _ 1.6100 15.81 2.49 120 0.010454 7'-6 Pf 0.078 118 21'-10 47.07 11.2 17.660 Sprinkler Pe 120 21'-10 17.739 7'-6 Pv BL 1.6100 _ 62.98 9.92 120 0.134868 7'-6 Pf 1.012 I 120 21'-10 47.17 11.2 17.739 Sprinkler Pe 121 21'-10 18.750 7'-6 Pv BL 1.6100 111.48 17.57 120 0.387877 46-3 Pf 21.042 121 21'-10 48.50 11.2 18.750 Sprinkler 1 8'-0 Pe 36 21-10 39.793 T(8'-0) 54'-3 Pv RN 1.6100 111.48 17.57 120 0.387877 2'-4 Pf 4.008 36 21'-10 39.793 8'-0 Pe 1.012 28 19'-6 44.812 PO(V-0) 10'-4 Pv Q. Route 10 BL 1.6100 65.17 10.27 120 0.143677 3'-21A Pf 1.606 122 21-10 65.17 11.2 33.857 Sprinkler 1 8'-0 Pe 37 21'-10 35.463 T(8'-0) 11'-2'A Pv RN 1.6100 15.05 2.37 120 0.009552 2'-4 Pf 0.099 37 21'-10 35.463 1 8'-01 Pe 1.012 4 19'-6 36.573 P0(8'-0) I 10'-41Pv OD Route 11 CM 2.6350 23.17 1.36 120 0.001926 12'-3 Pf 0.024 38 19'-6 44.268 r Pe 39 19'-6 44.292 12'-3 Pv CM 2.6350 69.00 4.06 120 0.014499 11-10 Pf 0.172 39 19'-6 44.292 Pe 40 19'-6 44.463 11'-10 Pv CM 4.2600 69.00 1.55 120 _ 0.001397 0'-6 Pf 0.001 40 19'-6 44.463 Pe 35 19'-6 44.464 0'-6 Pv Q. Route 12 CM 2.6350 _ 57.75 3.40 __ 120 0.010429 12'-3 Pf 0.128 41 19'-6 52.473 Pe 42 19'-6 52.601 12-3 Pv CM 2.6350 47.75 2.81 120 0.007339 I 74'-0% Pf 0.604 . 42 19'-6 52.601 8'-2% Pe 43 19'-6 53.205 E(8'-2%) 82-3% Pv CM 3.2600 92.36 3.55 120 0.008820 111-11% Pf 1.248 43 19'-6 44.61 53.205 Flow(q)from Route 30 29'-6% Pe 15 19'-6 54.453 E(9'-5),P0(20'-2) 141'-6 Pv k,©M.E.P.CAD,Inc. 1111 AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 7 le Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length _ Route 13 RN 1.6100 31.48 4.96 120 0.037399 2'-4 Pf 0.386 44 21'-10 31.48 42.986 Flow(q)from Route 27 8'-0 Pe 1.012 45 19'-6 44.384 PO(8'-0) 10'-4 Pv CM 2.6350 82.96 4.88 120 0.020387 1-0 Pf 0.356 45 19'-6 51.48 44.384 Flow(q)from Route 14 16'-5% Pe 24 19'-6 44.740 T(16'-51/4) 17'-5% Pv ® Route 14 RN 1.6100 34.90 5.50 120 0.045246 7-4 Pf 0.468 46 21'-10 34.90 42.802 Flow(q)from Route 26 8'-0 Pe 1.012 47 19'-6 44.281 PO(8'-0) 10'-4 Pv CM _ 2.6350 51.48 3.03 120 0.008432 12'-3 Pf 0.103 47 19'-6 16.58 44.281 Flow(q)from Route 15 Pe 45 19'-6 44.384 12'-3 Pv m Route 15 RN 1.6100 39.75 6.26 120 0.057578 2'-4 Pf 0.595 48 21'-10 39.75 42.662 Flow(q)from Route 29 8'-0 Pe 1.012 38 19'-6 44.268 PO(8'-0) 10'-4 Pv CM 2.6350 16.58 0.98 120 0.001037 12'-4 Pf 0.013 38 19'-6 44.268 Pe 47 19'-6 44.281 17-4 Pv ei Route 16 RN 1.6100 31.51 4.97 120 0.037460 2'-4 Pf 0.387 49 21'-10 31.51 45.068 Flow(q)from Route 21 8'-0 Pe 1.012 31 19'-6 46.467 PO(8.-0) 10'-4 Pv e, Route 17 RN 1.6100 50.11 7.90 120 0.088377 2'-4 Pf 0.913 50 21'-10 50.11 43.335 Flow(q)from Route 18 8'-0 Pe 1.012 29 19'-6 45.260 PO(8'-0) 10'-4 Pv I. Route 18 BL 1.6100 50.11 7.90 120 0.088377 73'-0% Pf 7.872 37 21'-10 35.463 T(8'-0) 16'-0 Pe 50 21'-10 43.335 T(8'-0) 89'-0% Pv - ei Route 19 RN 1.6100 38.70 6.10 120 0.054794 1 7-4 Pf 0.566 51 21'-10 38.70 44.242 Flow(q)from Route 20 8'-0 Pe 1.012 30 19'-6 45.820 PO(8'-0) 10'-4 Pv no Route 20 BL 1.6100 38.70 6.10 120 0.054794 73'-O% Pf 4.881 52 21'-10 38.70 39.361 T(8'-0),Flow(q)from Route 40 16'-0 Pe 51 21'-10 44.242 T(8'-0) 89'-0%,Pv ei Route 21 BL 1.6100 31.51 4.97 _ 120 0.037460 73'-0% Pf 3.337 53 21'-10 31.51 41.731 T(8'-0),Flow(q)from Route 39 16'-0 Pe 49 21'-10 45.068 T(8'-0) 89'-0% Pv o Route 22 RN _ 1.6100 20.48 - 3.23 120 _ 0.016885 2'-41Pf 0.174 54 21'-10 20.48 46.804 Flow(q)from Route 23 8.-0112e 1.012 33 19'-6 47.990 P0(8'-0) 10.-4113v GO Route 23 RN 1.6100 20.48 3.23 120 0.016885 I 2'-4 Pf 0.174 8 19'-6 46.137 P0(8'-0) 8'-0 Pe -1.012 55 21'-10 45.300 ' 10'-4 Pv BL 1.6100 20.48 3.23 __ 120 0.016885 73'-0% Pf 1.504 55 21'-10 45.300 T(8'-0) 16'-0 Pe 54 21'-10 46.804 T(8'-0) 89'-0'/+ Pv ei Route 24 RN 1.6100 25.43 4.01 120 0.025196 2'-4 Pf 0.260 56 21'-10 25.43 45.926 Flow(q)from Route 25 8'-0 Pe 1.012 32 19'-6 47.197 P0(8'-0) j 10'-4 Pv Gill- Route 25 RN 1.6100 25.43 4.01 120 0.025196 2'-4 Pf 0.260 7 19'-6 44.432 PO(V-0) 8'-0 Pe -1.012 57 21'-10 43.681 10'-4 Pv BL 1.6100 25.43 4.01 120 0.025196 73'-0% Pf 2.244 57 21'-10 43.681 T(8'-0) 16'-0 Pe 56 21'-10 45.926 T(8'-0) 89'-0% Pv am Route 26 RN 1.6100 34.90 5.50 120 0.045246 2'-4 Pf 0.468 - 22 19'-6 39.316 P0(8'-0) 8'-0 Pe -1.012 58 21-10 38.772 I 10'-4 Pv k©M.E.P.CAD,Inc. IIAutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 8 " Ain Job Number:LS3559 Report Description:Other 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 1.6100 34.90 5.50 120 0.045246 73'-0% Pf 4.030 58 21'-10 38.772 T(8'-0) 16'-0 Pe _ 46 21'-10 42.802 T(8'-0) 89'-0% Pv Route 27 RN 1.6100 31.48 4.96 120 0.037399 2-4 Pf 0.386 23 19'-6 40.280 PO(8'-0) 8'-0 Pe -1.012 59 21'-10 39.655 10'-4 Pv BL 1.6100 31.48 4.96 120 0.037399 73'-0% Pf 3.331 59 21'-10 39.655 T(8'-0) 16'-0 Pe 44 21'-10 42.986 T(8'-0) 89'-O% Pv Route 28 RN 1.6100 45.83 7.22 120 0.074903 2-4 Pf 0.774 20 19'-6 36.072 PO(8'-0) 8'-0 Pe -1.012 60 21'-10 35.834 10'-4 Pv BL 1.6100 45.83 7.22 120 0.074903 73'-0% Pf 6.672 60 21'-10 35.834 T(8'-0) 16'-0 Pe 61 21'-10 42.506 T(8'-0) 89'-0% Pv RN 1.6100 45.83 7.22 120 0.074903 2-4 Pf 0.774 61 21'-10 42.506 8'-0 Pe 1.012 39 19'-6 44.292 PO(8'-0) 10'-4 Pv Route 29 RN 1.6100 39.75 6.26 120 0.057578 2'-4 Pf 0.595 21 19'-6 37.950 PO(8'-0) 8'-0 Pe -1.012 62 21-10 37.533 10'-4 Pv BL 1.6100 39.75 6.26 120 0.057578 73'-0% Pf 5.129 62 21-10 37.533 T(8'-0) 16'-0 Pe 48 21-10 42.662 T(8'-0) 89'-O% Pv we Route 30 RN 1.6100 9.99 1.57 120 0.004474 2-4 Pf 0.046 42 19'-6 52.601 PO(8'-0) 8'-0 Pe -1.012 63 21'-10 51.636 10'4 Pv BL _ 1.6100 9.99 1.57 120 0.004474 73'-0% Pf 0.399 _ 63 21-10 51.636 T(8'-0) 16'-0 Pe 64 21'-10 52.034 T(8'-0) 89'-O% Pv RN 1.6100 9.99 1.57 120 0.004474 2'-4 Pf 0.046 64 21'-10 52.034 8'-0 Pe 1.012 65 19'-6 53.092 PO(8'-0) 10'-4 Pv CM 2.6350 44.61 2.62 120 0.006470 1'-0 Pf 0.113 65 19'-6 34.62 53.092 Flow(q)from Route 35 16'-5% Pe 43 19'-6 53.205 T(16-5%) 17'-5' Pv 04 Route 31 CM 2.6350 197.19 11.60 120 0.101156 12-3 Pf 1.239 9 19'-6 47.586 Pe 66 19'-6 48.825 12-3 Pv RN 1.6100 13.97 2.20 120 0.008323 2-4 Pf 0.086 66 19'-6 48.825 PO(8'-0) 8'-0 1 Pe -1.012 67 21'-10 47.900 10'-4 Pv BL 1.6100 13.97 2.20 120 0.008323 73'-0% Pf 0.741 67 21'-10 47.900 T(8'-0) 16'-0 Pe 68 21'-10 48.641 T(8'-0) 89'-O% Pv RN 1.6100 13.97 2.20 120 0.008323 2'-4 Pf 0.086 68 21'-10 48.641 8'-0 Pe 1.012 13 19'-6 49.739 P0(8'-0) ! 10'-4 Pv we Route 32 _CM _ 2.6350 183.22 10.78 _ 120 0.088295 12'-4 Pf 1.089 66 19'-6 48.825 -I Pe 69 19'-6 49.914 I 12'-4 1 Pv RN 1.6100 28.10 4.43 120 0.030315 2'-4 Pf 0.313 69 19'-6 49.914 PO(T-0) 8'-0 Pe -1.012 70 21'-10 49.216 10'-4 Pv _BL __ 1.6100 28.10 4.43 120 0.030315 73'-0% Pf 2.700 70 21-10 49.216 T(8'-0) 16'-0 Pe 71 21-10 51.916 T(8'-0) 89'-0% Pv RN 1.6100 28.10 4.43 120 0.030315 2-4 Pf 0.313 71 21-10 51.916 8'-0 Pe 1.012 • 72 19'-6 53.241 PO(T-0) 10'-4 Pv CM 2.6350 90.85 5.35_ 120 0.024120 6'-7 Pf 0.954 72 19'-6 62.75 53.241 Flow(q)from Route 33 32'-11'/: Pe . 14 19'-6 54.195 P0(16-5%),C(16-5%) 39'-6'/z Pv ® Route 33 CM 2.6350 _155.11 9.13 120 _ 0.064885 12-3 Pf 0.795 69 19'-6 49.914 Pe 73 19'-6 50.709 12-3 Pv a,k,©M.E.P.CAD,Inc. ®AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 9 NO Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length RN 1.6100 23.47 3.70 120 0.021714 2-4 Pf 0.224 73 19'-6 50.709 PO(8'-0) 8'-0 Pe -1.012 74 21'-10 49.922 10'-4 Pv BL 1.6100 23.47 3.70 120 0.021714 73'-0% Pf 1.934 74 21'-10 49.922 T(8'-0) 16'-0 Pe 75 21'-10 51.856 T(8'-0) 89'-0'/% Pv RN 1.6100 23.47 3.70 120 0.021714 2-4 Pf 0.224 75 21-10 51.856 8'-0 Pe 1.012 76 19'-6 53.092 PO(8'-0) 10'-4 Pv CM 2.6350 62.75 3.69 120 0.012162 12'-3 Pf 0.149 76 19'-6 39.28 53.092 Flow(q)from Route 34 Pe 72 19'-6 53.241 12-3 Pv w Route 34 CM 2.6350 131.64 7.75 120 0.047901 12'-4 Pf 0.591 73 19'-6 50.709 Pe 77 19'-6 51.300 12-4 Pv RN 1.6100 19.73 3.11 120 0.015756 2-4 Pf 0.163 77 19'-6 51.300 PO(8'-0) 8'-0 Pe -1.012 78 21'-10 50.451 10'-4 Pv BL 1.6100 19.73 3.11 120 0.015756 73'-O% Pf 1.403 78 21'-10 50.451 T(8'-0) 16'-0 Pe 79 21-10 51.854 T(8'-0) 89'-03/4 Pv RN 1.6100 19.73 3.11 120 0.015756 2'-4 Pf 0.163 79 21'-10 51.854 8'-0 Pe 1.012 80 19'-6 53.029 PO(8'-0) 10'-4 Pv CM 2.6350 _ _ 39.28 2.31 120 0.005113 12'-4 Pf 0.063 80 19'-6 19.55 53.029 Flow(q)from Route 37 Pe 76 19'-6 53.092 12-4 Pv MD Route 35 CM 2.6350 111.91 6.58 120 0.035472 12'-3 Pf 0.435 77 19'-6 51.300 Pe 81 19'-6 51.734 12'-3 Pv CM 2.6350 95.16 5.60 120 0.026279 12'-4 Pf 0.324 . 81 19'-6 51.734 Pe 82 19'-6 52.058 17-4 Pv CM 2.6350 80.86 4.76 120 0.019445 12'-3 Pf 0.238 82 19'-6 52.058 Pe 83 19'-6 52.297 12'-3 Pv CM 2.6350 68.57 4.03 120 0.014331 12'-4 Pf 0.177 83 19'-6 52.297 Pe 41 19'-6 52.473 12'-4 Pv RN 1.6100 10.82 1.71 120 0.005187 2'-4 Pf 0.054 41 19'-6 52.473 PO(8'-0) 8'-0 Pe -1.012 84 21'-10 51.515 10'-4 1Pv BL 1.6100 10.82 1.71 120 0.005187 I 73'-0'%'Pf 0.462 84 21'-10 51.515 T(8'-0) 16-01 Pe 85 21'-10 51.977 T(8'-0) 89'-0'/. Pv RN 1.6100 10.82 1.71 120 0.005187 2'-4 IR 0.054 85 21'-10 51.977 8'-0 Pe 1.012 86 19'-6 53.043 PO(8'-0) 10'-4'Pv CM _ 2.6350 34.62 2.04 120 _ 0.004047 12'-3 Pf 0.050 86 19'-6 23.80 53.043 Flow(q)from Route 36 1 Pe 65 19'-6 53.092 1 12'-3 1Pv w Route 36 RN _ 1.6100 12.30 1.94 120 0.006570 I 7-4 Pf 0.068 83 19.-6 52.297 PO(8'-0) 18'-0 Pe -1.012 87 21-10 51.353 10'-4 Pv BL 1.6100 _ _12.30 1.94 120 0.006570 73'-0% Pf 0.585 87 21-10 51.353 T(8'-0) 16'-0 Pe 88 21-10 51.938 T(8'-0) 89'-0'/. Pv RN 1.6100 12.30 1.94 120 0.006570 7-4 Pf 0.068 88 21'-10 51.938 8'-0 Pe 1.012 89 19'-6 53.018 P0(8'-0) 10'-4 Pv CM 2.6350 23.80 1.40 120 0.002023 12'-4 Pf 0.025 89 19'-6 11.50 53.018 Flow(q)from Route 41 Pe 86 19'-6 53.043 I 12'-4 Pv • o Route 37 RN 1.6100 14.30 2.25 120 0.008682 2-4 Pf 0.090 82 19'-6 52.058 P0(8'-0) 8'-0 Pe -1.012 90 21'-10 51.137 10'-4 Pv BL 1.6100 14.30 2.25 120 0.008682 73'-0'/, Pf 0.773 90 21'-10 51.137 T(8'-0) , 16'-0 Pe 91 21-10 51.910 T(8'-0) I 89'-0'/, Pv rk,©M.E.P.CAD,Inc. ®AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 10 111Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary 'Upstream Total Length RN 1.6100 14.30 2.25 120 0.008682 2'4 Pf 0.090 91 21'-10 51.910 8'-0 Pe 1.012 92 19'-6 53.011 P0(8'-0) 10'-4 Pv CM 2.6350 2.80 0.16 120 0.000039 12'-4 Pf 0.000 92 19'-6 53.011 Pe 93 19'-6 53.012 12'-4 Pv CM 2.6350 19.55 1.15 120 0.001406 12'-3 Pf 0.017 93 19'-6 16.75 53.012 Flow(q)from Route 38 Pe 80 19'-6 53.029 12-3 Pv r Route 38 RN 1.6100 16.75 2.64 120 0.011639 2'-4 Pf 0.120 81 19'-6 51.734 P0(8'-0) 8'-0 Pe -1.012 94 21'-10 50.843 10'-4 Pv BL 1.6100 16.75 2.64 120 0.011639 73'-0% Pf 1.037 94 21'-10 50.843 T(8'-0) 16'-0 Pe 95 21'-10 51.880 T(8'-0) 89'-0' Pv RN 1.6100 16.75 2.64 120 0.011639 2'-4 Pf 0.120 95 21'-10 51.880 8'-0 Pe 1.012 93 19'-6 53.012 PO(8'-0) 10'-4 Pv Irie Route 39 RN 1.6100 31.51 4.97 120 0.037460 2'-4 Pf 0.387 6 19'-6 42.356 PO(8'-0) 8'-0 Pe -1.012 53 21'-10 41.731 10'-4 Pv a Route 40 RN 1.6100 38.70 6.10 120 0.054794 2'-4 Pf 0.566 5 19'-6 39.806 P0(8'-0) 8'-0 Pe -1.012 52 21'-10 39.361 10'-4 Pv se Route 41 CM 2.6350 11.50 0.68 120 0.000527 12'-3 Pf 0.006 92 19'-6 53.011 Pe 89 19'-6 53.018 12'-3 Pv a Route 42 -CM 2.6350 89.85 5.29 120 0.023631 ; 12'-3 Pf 0.289 2 19'-6 33.192 ! Pe 19 19'-6 33.482 12'-3 Pv Actual Inside Diameter 4.87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter > =Factor Multiplying Factor 0.713 1.16 1.33 1.51 gs.,©M.E.P.CAD,Inc. 111 AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 11 111 Job Number:LS3559 Report Description:Other Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary U stream Total Len th ' 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 DeIV Deluge Valve SP Sprig Pf Pressure loss due to friction between points DPV Dry Pipe Valve ST Stand PipePe Pressure due to elevation difference between indicated points E 90°Elbow UG UndergroundPv Velocity pressure at a point in a pipe EE 45°Elbow Eel 11'/,°Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90°FireLock(TM)Elbow fEE 45°FireLock(TM)Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo p WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. ®AutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:09PM Page 12 inJob Number:LS3559 Report Description:Other o — i .". i ' i I 'E'^® ^® $ I D.' 7,7 - it-- :k---4-- man'- 4• of • .--0___B - i i 8t'• i I i I .1.•y$t we it- 8 -� 1: ye •. i I i i i A° A° 4,8: 1 i i • e• i Ao ^o Aei• I Ii i - i i - i itti, i A A A A A A A A A 4 4 A A A A A A4 E t ! I i i i A A A ii li ! i I i i 1 'I • 1 i I f f t 0-016���c 4v j;4-4.4 4....4..-4 1'4_ ' $•. Si. V8.. :.i• is- 7:•. ig•. it- .i--� —BW-�F3�-6 �W i' I i' f I i A n iA UP 0 (4,,©M.E.P.CAD,Inc. IIAutoSPRINK®VR10 v10.0.54.0 7/18/2013 1:49:16PM Page 13 Bulletin 129 Rev.G W Model G XLO C Extra Large Orifice CID Sprinkler G) Extra Large Orifice Sprinkler (SIN R2921) _ _ . Features i The Reliable Model G XLO sprinkler offers the `'i opportunity for: h 1. Pipe size reduction 2. Fewer sprinklers fy:; 3. Elimination of booster pumps 4. Increasing densities with existing systems 5./ NPT(R1/2)available for retrofit installations only. This product is intended for use as a standard 6.Also includes additional SpecificApplication listin spray sprinkler in hydraulically designed systems g• with a minimum pressure of 7 psi (0.5 bar) in accor- (See detailed "UL Specification Application listing" dance with the area/density curves of NFPA 13*stan- described on the back page.) dards and for all area/density methods of design as Listings & Approvals: referenced by Factory Mutual (FM) Prevention Data 1. Listed by Underwriters Laboratories, Inc. (UL) Sheets. 2. Listed by Underwriters Laboratories'of Canada(ULC) Design Criteria 3. Approved by Factory Mutual(FM) The fdlowing criteria apply when designing an automatic sprin- . I 4. NYC MEA 258-93-E(NFPA 13*). kler system utilizing the Model G XLO sprinkler for NFPA 13* UL Guide Number applications. Sprinkler spacing shall be a minimum of 6 ft. (1.8m) V• UL NIV Category Sprinklers with Y2 NPT (R1/2) are to be used for retrofit Listing 9 ry applications only. Sprinklers,Automatic&Open Extra Large Orifice Sprinkler discharge pressure per NFPA 13* standards Upright Sprinkler and Specific Application Sprinkler. shall be a minimum of 7 psi (0,5 bar). Technical Data Sprinkler discharge pressure for NFPA 13*standard and all Factory Mutual(FM)applications shall be a minimum of sprknlder Nominal K Factor sprinkler 10 psi (0.7 bar). vals Identification Type US MetricHeight APPro Number Factory Mutual(FM)Loss Prevention Data Sheets contain Upright requirements which differ from NFPA.The Model G XLO 0.64 Orifice with 11.2 160 (801 m) 1,2,3,4 R2921 is Approved by Factory Mutual for all area/density 3A NPT(R4) methods of design as referenced by FM Loss Prevention Upright Retrofit 3.25 Data Sheets. 0.64 Orifice with 11.2 160 (83mm) 1,2,3,4 R2921 /z NPT(R1/2) The Model G XLO Extra Large Orifice sprinkler is intended for Note:This product has been tested and listed for storage appli- standard flow/pressure requirements and standard place- cations to qualify its use in lieu of 5.6K or 8.0K Factor sprinklers ment as specified for NFPA storage requirements.The Model for the protection of high-piled storage. G XLO sprinkler is not a"Large Drop"or"ESFR" sprinkler. Product Description The Reliable Model G XLO sprinkler is a center strut Temperature Ratings solder in compression extra large orifice upright sprinkler that has been designed to control high chal- SINirdder Maximum Ambient lenge fires in both palletized and rack storage occu- Classification hating Temperature Frame Color pancies utilizing relatively low water pressures. This °F °C °F °C sprinkler is available with either the standard% NPT Ordinary 165 74 100 38 Uncolored (R 3/4)threads for new installations or with/2 NPT(R1) Intermediate 212 100 150 66 White threads for retrofit applications. High 286 141 225 107 Blue It has been proven in full—scale fire testing,has com- plied with the applicable mechanical and hydraulic I sections of the latest sprinkler standards and has Fac- *For sprinkler standards prior to 1999 edition of NFPA 13, • tory Mutual Approval and Underwriters Laboratories use NFPA standards 231, 231C, 231D& 231F. and Underwriters Laboratories' of Canada Listings. The Reliable Automatic Sprinkler Co.,Inc.•525 North MacQuesten Parkway •Mount Vernon •New York •10552 w Finishes Maintenance Standard Finishes Model G XLO Sprinklers should be inspected quarterly and Bronze the sprinkler system maintained in accordance with NFPA Chrome 25. Do not clean sprinklers with soap and water,ammonia or SpecialhromeApplication Finishes any other cleaning fluids. Remove dust by using a soft brush Pp or gentle vacuuming. Remove any sprinkler which has been Lead Plated(1) -165 F(74 C),212 F(100 C)and painted(other than factory applied)or damaged in any way. • 286 F(141 C)Temp.Ratings A stock of spare sprinklers should be maintained to allow Wax")ra -165 F(74 C)Clear Wax,212 F quick replacement of damaged or operated sprinklers. Prior (100 C)Brouvm Wax to installation,sprinklers should be maintained in the original Wax/Lead(1° -165 F(74 C)Clear Wax, cartons and packaging until used to minimize the potential 212 F(100 C)Brown Wax for damage to sprinklers that would cause improper opera- (1)UL Listed only. tion or non-operation. (2)212 F(100 C)Brown wax may be used on 286 F(141 C)Sprinklers when maximum ambient temperatures do not exceed 150 F(66 C). Ordering Information SPectIY: The UL Specific Application Listing is: 1.Sprinkler Model The Model G XLO upright sprinkler is intended for use in 2.Temperature Rating I accordance with NFPA 13* standards when installed in 3. Finishes accordance with the standard sprinkler positioning and area/density flow calculation requirements as specified in I each respective standard. Model G XLO upright sprinklers may also be installed to protect single,double and multiple- Model H Sprinkler Wrench row and portable rack storage of Class I-IV,Groups A and B Use only the Model H plastics, cartoned, expanded or unexpanded, as well as sprinkler wrench for exposedunexpanded with a maximum storage height of 20 ft. t�:°-- sprinkler removal and g 9 3 installation. Any other (6.5m),maximum ceiling height of 25 ft.(8.2m)or 27**ft(8.8m) type of wrench may maximum ceiling height, 36 (914mm)minimum deflector to damage the sprinkler. top of storage clearance,design density of 0.60 gpm/ft2.(24.7 L/min/m2), and a design area of 2000 ft2. (186m2) for wet systems and 2600 ft2. (242m2)for dry systems. • **Note: Maximum 27ft ceilling height is allowed by NFPA 13*, without in-rack sprinklers in a protected area, provided the • ceiling sprinklers' discharge is increased to 0.6 gpm/ft2 in a , I 2000 ft2 design area. WrUr a ,1 Installation Reliable's Model G XLO sprinkler must be installed (1/2'NFT) 2.82- ii x-25 ('/2`r rj according to NFPA Standards or the appropriate /71.6.4 (,_ 1 I , r82.6mm1 Factory Mutual Loss Prevention Data Sheets for all (J/4"AIM 2.71' 3.re W3/.e NI2T) area/density methods of design as well as the I-`'s.8m") RASO 179. m1 Authority Having Jurisdiction. 1011111111. The Model GXLO sprinkler meets the NFPA 13*code stan- —_ dards for approval by Factory Mutual and listings by Under- writers Laboratories&Underwriters Laboratories of Canada. ver [a75mm1 ' *For sprinkler standards prior to 1999 edition of NFPA 13, use NFPA standards 231, 231C, 231D&231F. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association,Factory Mutual Research Corporation,or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years,and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States,Canada and foreign countries. • Manufactured by ElIii The Reliable Automatic Sprinkler Co.,Inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax Revision lines indicate updated or new data. (914)668-3470 Corporate Offices Address PG.Printed in U.S.A.06/02 P/N9999970022 www.reliablesprinkler.com Internet Tol-Brace Seismic Calculations Western States Fire Protectioi Project Address: Safeguard DocuSource 13896 Fir St Oregon City,OR 97045 COOt B-Line OTOLCD 16350 SW 72nd Ave. (503)657-5155 Tigard,OR 104570 Job#LS3559 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 25'0"(7.62 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7'0"(2.13 m) Fig.1000 Clamp 1425 lbs(646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail UR Value 200 Max Horizontal Load 1310 lbs(594 kg) TOLCO FIG.980 UNIVERSAL SWAY BRACE Force Factor(Cp) 0.5 ATTACHMENT STEEL PIPE ••a LATERAL BRACE / �, Fastener Information Fastener Orientation NFPA Type B • Maximum Load 355 lbs161 kg) ( TOLCO FIG. 1000 FAST CLAMP Diameter 1/2in. Length 4-1/2in. Type Lag-Screw Brace Identification on Plans Lateral Orientation of Brace Lateral Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 25ft(7.6 m) 147 lbs(67 kg) 1.5"Sch.40 Steel Pipe(38.1 mm) 75ft(22.9 m) 135 lbs(61 kg) Percentage added for Fittings and Sprinklers 15% 42 lbs(19.05 kg) Total Adjusted Load of all pipe within Zone of Influence , 325 lbs(147 kg) 1701-Brace Version 71 Tol-Brace Seismic Calculations Safeguard DocuSource Job#LS3559 R B-Line ®TOLCD' 16350 SW 72nd Ave. Brace Identification Lateral Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 25'0"(7.62 m) Orientation of Brace Lateral Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in.Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 25ft(7.6 m) 1.5"Sch.40 Steel Pipe(38.1 mm) 75ft(22.9 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 325 lbs(147 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 355 lbs(161 kg) Fig.1000 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Beam Calculations prepared by Jared Hill *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com Tol-Brace Seismic Calculations Western States Fire Protectioi Project Address: Safeguard DocuSource 13896 Fir St Oregon City,OR 97045 COOgI R B-Line OTOLCO 16350 SW 72nd Ave. (503)657-5155 Tigard,OR 104570 Job#LS3559 Calculations based on 2010 NFPA Pamphlet#13 Brace Information Tolco Brace Components Maximum Spacing 50'0"(15.24 m) Tolco Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig.4L Clamp 1425 lbs(646 kg) Bracing Material 1"Sch.40 Fig.980 Universal Swivel 1955 lbs(887 kg) 'Calculation Based on CONCENTRIC Loading Angle from Vertical 45° Min. 'Please Note:These calculations are for Tolco components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42" (11 mm) Assembly Detail UR Value 200 TOLCO FIG.981 Max Horizontal Load 1310 lbs(594 kg) UNIVERSAL SWAY BRACE ATTACHMENT .� Force Factor(Cp) 0.5 STEEL PIPE LATERAL BRACE Fastener Information• �4 Fastener Orientation NFPA TypeB TOLCO FIG.4L PIPE CLAMP FOR SWAY BRACING ( Maximum Load 355 lbs(161 kg) Diameter 1/2in. Length 4-1/2in. Type Lag-Screw Brace Identification on Plans Longitudinal Orientation of Brace Longitudinal Braced Pipe:4"Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 4"Sch.10 Steel Pipe(101.6 mm) 50ft(15.2 m) 294 lbs(133 kg) • Percentage added for Fittings and Sprinklers 15% 4-4 lbs(19.96 kg) Total Adjusted Load of all pipe within Zone of Influence 339 lbs(154 kg) fTol-Brace Version 71 Tol-Brace Seismic Calculations Safeguard DocuSource Job#LS3559 COOgit B-Line eTOLCO 16350 SW 72nd Ave. Brace Identification Longitudinal Brace Type(Per NFPA#13) NFPA Type B Braced Pipe 4"Sch.10 Steel Pipe Spacing of Brace 50'0"(15.24 m) Orientation of Brace Longitudinal Bracing Material 1"Sch.40 Maximum Brace Length 7'0"(2.13 m) Slenderness Ratio used for Load Calculation 200 True Angle of Brace for Calculation 45° Type of Fastener 1/2in.x 4-1/2in.Lag-Screw Length of Fastener 4-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) I60ft(15.2 m) Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 339 lbs(154 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 355 lbs(161 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1955 lbs(887 kg) Structural Member Beam Calculations prepared by Jared Hill *The description of the Structual Member is for informational purposes only. Tol-Brace software calculates the brace assembly only,not the structure it is attached to. Calculated with Tol-Brace 7 visit us at www.tolco.com