Loading...
Specifications 15oDO SW Ri vef W f a , 202-1-OO 12. COSCO OFFICE COPY RECEIVED Fire Protection [ / 7,,,,, fit," ,,,1 t ,. • !I,'iy 11,i'Y Illjhf) OCT i 4 2021 CITY OF TIGARG BUILDING DIVISION Division 21 . 10 . 00 Hydraulic Calculations Division 21 . 05 .49 Seismic Calculations Art Rutkin Elementary Scho 1 _ APriT 'IN Pit ai 77506 PE 10-13-2021 Tigard, Orego OREGON 4' ✓q N 10 1Ao�F,, Y L. 0 EXPIRATION DATE: 12/31/2022 COSCO Fire Protection Inc. Job # 24PC0310 2501 SE Columbia Way, Suite 100 Vancouver,WA 98661 Phone:360-883-6383 Fax: 360-883-6390 Toll Free: 800-983-6383 TABLE OF CONTENTS DIVISION 21 00 00 Hydraulic Calculations — 11 Flow Test & Backflow information provided by KPFF Engineers DIVISION 21 05 49 Seismic Calculations — 6 Seismic information obtained from OSHPD website ••••••. I COSCO '::::•� Fire Protection !'ire Protection and I lie Safety Specialists Hydraulic Calculations COSCO Fire Protection Inc. 2501 SE Columbia Way, Suite 100 Vancouver,WA 98661 Phone:360-883-6383 Fax: 360-883-6390 Toll Free: 800-983-6383 R,- \ 'PRESSURE: 107 PSII 7 o LEGEND 1 DT 3" WATER LINE 6" WATER LINE \\\\' . El 8" WATER LINE N. w 12" WATER LINE o o 0 co — m cD W N U oQ� - - - - - - - - PRESSURE:L. ismaasyseammossysorLe.a ' ..%''''''' o o *. \ „......, T1 1 , ,i,,_ 4..... ......_. . ,,_,,, . ...... -- FLOW:3,798 GPM i rn .• p Z Val L DCVA F. E1 4'li a PRESSURE:20 PSI DB ��� ' • — NI�� ..----- 0 PRESSURE:20 PSI N 4. FLOW:4,168 GPM use 47-i3�.; �. FLOW:6,593 GPM z — 6 NE '♦UM •~��♦i���. �� PRESSURE:20'PSI o i. d03 :;�:gib\it ♦���' ` , .01 FLOW:3,094GPM_ CC :: IN S 8-DOM-war _ ..lIo •:•. ��j�.` PRESSURE:80 PSI LI �O ••i•• \\\IM to DEMAND:103 GPM > ♦♦ •r........•. \\�\�M •i ,� �..:;•.,,... PRESSURE:88 PSI C ♦.♦♦• ..♦.♦1WW. �a�.. •`\vJ iir DEMAND:550GPM a ♦O 1%1♦ Guar iu E • '•••♦.4f1♦ "-..:Li n h1♦♦♦ti ��:• RUTKIN ELEMENTARY PRESSURE:20 PSI ..♦�Q•� --v• ++a++++++++++++++++++a FLOW:3,863 GPM \ ♦..n`I + a + + + + a a + + + + + re �`� PRESSURE: 103 PSI + + + + + + + + + + Co L, 1 DEMAND:1,762 GPM + + + + + + + + + + PRESSURE:20 PSI I + + + + + + + + + + FLOW:3,423 GPM ��� •,/c,r :2 i + + + + + + +•a + + 4. O II -FUTURE + + + + + + + + i /(i Ail&-\-1:3,.. 0 C • OD CV . \ } PRESSURE:20 PSI y o f A \ . + + + + ♦ ♦ 1, FLOW:2,828 GPM �U ! �� + + + N. o WATER YO3LL 3LA \ SHEET N° SCALE: 1"=80' 080' 160' u>�I - �JJ EX-1 o1..++n.+4 10 /ta /On ..i 1. 07..... 0,,. rAAn.n..h • • Available Models Materials Suffix: Housing&Sleeve: 304(Schedule 40)Stainless Steel OSY- UUFM outside stem and yoke resilient Elastomers: EPDM, Silicone and Buna-N seated gate valves Tri-link Checks: Noryle, Stainless Steel BFG- UUFM grooved gear operated butterfly valves Check Discs: Reversible Silicone or EPDM with tamper switch Test Cocks: Bronze Body Nickel Plated "OSY FxG- Flanged inlet gate connection and grooved outlet Pins&Fasteners: 300 Series Stainless Steel gate connection Springs: Stainless Steel 'OSY GxF- Grooved inlet gate connection and flanged outlet gate connection Pressure — Temperature 'OSY GxG- Grooved inlet gate connection and grooved outlet Temperature Range:33°F- 140°F(0.5°C-60°C) gate connection Maximum Working Pressure: 175psi(12.1 bar) Available with grooved NRS gate valves -consult factory' Post indicator plate and operating nut available- consult factory" `Consult factory for dimensions Approvals �osu,„o Dimensions — Weight eel®c US ,�® c �L us 1048 064.5 (BFG&OSY only} Li 01I f i , JIL l J C(open) i... 4t ti`_'1 ir----- H "----1 757DCDA, 757NDCDA SIZE(ON) DIMENSIONS WEIGHT A C(0SY) D G H I J P 757000A 757NDCDA in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs lbs. kgs. 2'h 65 301/2 775 16% 416 3'h 89 29'%%6 738 211/2 546 151/2 393 8t3/46 223 133/6 335 139 63 147 67 3 80 31% 797 18% 479 3"/,6 94 301h 768 22'% 565 17'% 435 93/16 233 141/2 368 159 72 172 78 4 100 33'h 851 223/4 578 4 102 33 838 231/2 597 181/2 470 913/46 252 15346 386 175 79 198 90 6 150 44 1118 30% 765 51 140 44% 1137 3334 857 23346 589 13'M 332 19 483 309 140 350 159 8 200 50 1270 37% 959 6"/u 170 547s 1375 40% 1032 271/16 697 1511/ro 399 213/w 538 494 224 569__ 258 10 250 56'h 1435 453/4 1162 83/6 208 66 1676 50 1270 321/2 826 173/46 440 24 610 795 361 965 438 /, Hydraulic Summary 1 Job Number: PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) Job Job Number Design Engineer PC0318 Tim Carpenter Job Name: Stele CertMcetlmrtlnmeNumber Art Rutkin Elementary School 67508 Address I AHJ 15600 SW River Terrace Blvd. City of Tigard Addresf 2 Job SlerBUIMIng Tigard,OR 97224 Art Rutkin Address d Drawing Name _ Art Rutkin-FP.cad r: Remote Area(s) Most Demanding Sprinkler Dale Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Hose ydlewende At Sown. Dens or-- ication 100.00 0.10gpm/fta 1500 t2(Actual 1551ft2) Additional Hose Supplies Number Of Sprinklers Celculelec Number Of Hordes Calculator Coy wage Par SpdnMer Node Flow(gom) 11 0 117ft2 , . e r`,4°I. Ate% pc ,77506PE Total Hose Streams 10-13-2021 100.00 OREGON System Flow Demand Total Water Required(Including Hose Allowance) '° 173.77 273.77 ��J ✓q At 10 1(10 N)eFe Madmum Pressure Unbalance In Loops0.000 Y L. 0 Madmum Velocity Above Ground 15.26 between nodes 3652 and 3079 EXPIRATIONDATE:32/31/2022 Medmum Velocity Under Ground 1.80 between nodes 5 and 11 Volume capwttyof Wet Pipes Volume wetly ofDry Plpee 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 69.293 273.77 48.529 20.763 Contractor Contractor Number Content Herne contact ntle 24PCO244 Tim Carpenter Designer Named Contrector Phone Extension Cosco Fire Protection 360-883-6383 11915 Address 1 FAX 2501 SE Columbia Way#100 360-883-6390 Address 2 EmMI Vancouver,WA 98661 tcarpenter@coscofire.com _ Address 3 Wale-Sale www.coscofire.com 1„ ©M.E.P.CAD, Inc. in AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:25AM Page 1 ySF Hydraulic Graph Job Number: PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) Water Supply at Node 1 100 90 Static Pressure 88.000 80 70 60 m 50 173.77 @ 48.529 y ♦l I 273.77 with hose streams 40 30 System demand curve 50.0 @ 20.000 10 0 rt I II W 111111 l l l l 11 1 1 1 1 1 1� 11 1 1 1 1 l I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 88.000 Residual'Pressure 20.000 @ 550.00 e - Available Pressure al Time plTest 69.293 @ 273.77 Sealers Demand 48.529 @ 173.77 system oanse pnduding Hrce Anwasce el source) ___ 48.529 @ 273.77 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:58AM Page 2 Hydraulic Graph Job Number:PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) BOR 100 90 Static Pressure 88.000 80 -\\ 70 60 UI 0 50 o_ 173.77 @ 41.200 40 1-.273.77 with hose streams 30 System demand curve 50.00©20.000 3 10 0 wwuw w- IIIIII11I11III11111111 111111111 111111111 111111111 111111111 111111111 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static'.Pressure N/A Residual Pressure N/A Available Pressure al ime Direst N/A S'hlem Demand _ — 41.200 @ 173.77 Splen temp,llncludirg HGeA ldmnce al 5curcej 41.200 @ N/A ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:58AM Page 3 1; Summary Of Outflowing Devices Job Number:PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) Actual Flow 1 Minimum Flow K-Factor ! Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 5256 _ 15.59 __ 11.67 5.6 7.746 Sprinkler _ 5257 15.11 11.67 5.6 7.278 Sprinkler 5258 14.97 11.67 5.6 7.150 Sprinkler 5339 18.35 11.67 5.6 10.736 Sprinkler 5340 18.19 11.67 5.6 10.552 Sprinkler 5407 15.42 11.67 5.6 7.585 Sprinkler 5408 14.95 11.67 5.6 7.126 qb Sprinkler 5409 14.82 11.67 5.6 7.000 Sprinkler 5452 15.83 11.67 5.6 7.989 Sprinkler 5453 15.34 11.67 5.6 7.506 Sprinkler 5454 15.21 11.67 5.6 7.375 eq Most Demanding Sprinkler Data [/,t,0 M.E.P.CAD, Inc. ,iii AutoSPRINK 2019 v15 1.23.0 10/11/2021 7:08.29AM Page 4 a Node Analysis 1 Job Number:PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) Node Elevation(Foot) Fittings Pressure(psi) Dlscharge(gpm) 1 ' -4'-0 S 48.529 173.77 5256 19'-5 Spr(-7.746),fd(21'-0) 7.746 15.59 5257 19'-5 Spr(-7.278),fd(21'-0) 7.278 15.11 5258 19'-5 Spr(-7.150),fd(21'-0) 7.150 14.97 5339 17-4% Spr(-10.736),fd(21'-0) 10.736 18.35 5340 17-4% Spr(-10.552),fd(21'-0) 10.552 18.19 5407 15'-4% Spr(-7.585),fd(21'-0) 7.585 15.42 5408 15'-0'% Spr(-7.126),fd(21'-0) 7.126 14.95 5409 15'-4'f, Spr(-7.000),fd(21'-0) 7.000 14.82 5452 13'-3 Spr(-7.989),fd(21'-0) 7.989 15.83 5453 13'-3 Spr(-7.506),fd(21'-0) 7.506 15.34 5454 13'-3 Spr(-7.375),fd(21'-0) 7.375 15.21 3 -4'-0 E(30'-6'%) 48.517 -- 5 -4'-0 C(59'-4%) 44.006 7 -4'-0 T(98'-3%) 48.521 11 -4'-0 43.600 15 1'-5% fT(31-5),BOR 41.200 149 12'-6 PO(T-5) 36.407 169 13'-10 P0(7-5) 35.835 183 12'-6 PO(T-5) 36.407 187 13'-10 PO(7'-5) 35.835 209 13'-8'% PO(7'-5) 35.890 236 12'-6 PO(T-5) 36.407 237 13'-10 T(7'-5) 35.835 243 13'-8% PO(7'-5) 35.890 250 13'-10 P0(7-5) 35.835 273 13'-10 P0(7-5) 35.835 338 13'-10 P0(7-5) 35.835 373 12'-3 PO(T-5) 36.522 375 13'-10 P0(7-5) 35.835 382 13'-7 P0(7'-5) 35.940 429 13'-7 PO(T-5) 35.940 522 12'-3 P0(9'-11) 36.522 543 13'-7 PO(T-5) 35.940 589 13'-7 PO(T-5) 35.940 671 12'-3 PO(T-5) 36.522 728 2'-1 40.929 801 1'-5% PO(21'-0'%) 41.164 901 12'-8'% PO(9'-11),C(9'-11) 36.323 922 12'-0 P0(9'-11) 36.630 942 12'-6 P0(12'-3%) 36.420 999 12'-3 PO(T-5) 36.522 1014 1'-5'% PO(20'-2) 41.161 1190 12'-8'% PO(T-5),C(T-5) 36.323 1211 12'-0 P0(9'-11) 36.630 1253 12'-6 P0(12'-3%) 36.420 1316 1Z-8% PO(T5),C(7'-5) 36.323 1335 12'-0 P0(9'-11) 36.630 1410 12'-6 P0(12'-3%) 36.420 1518 11'-4% P0(16-5%) 36.871 1529 11'-O% P0(14'-3) 37.006 1532 12'-6 P0(7-5) 36.420 1570 12'-8% PO(T-5),C(7'-5) 36.323 1582 13'-10% PO(7'-5) 35.811 1586 13'-10% P0(7'-5) 35.811 1590 13'-10% P0(7'-5) 35.811 1594 13'-10'% P0(7-5) 35.811 1597 12'-0 P0(9'-11) 36.630 1642 12'-0 P0(5'-0) 36.630 1660 12'-3 P0(16'-5%) 36.522 1671 12'-8% P0(12-3%) 36.323 1701 13'-8% P0(7'-5) 35.890 Qd,®M.E.P.CAD, Inc. III AutoSPRINK2019v15.1.23.0 10/11/2021 7:08:31AM Page5 NilNode Analysis II Job Number:PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1704 12'-3 P0(16'-5/z) 36.522 1709 12'-3 P0(17-3%) 36.522 1742 12'-3 P0(16'-5%) 36.522 1809 12-3 P0(7-5) 36.522 1814 12'-8'% P0(9'-11) 36.323 1827 14'-0% PO(7'-5) 35.738 1831 14'-01,4 P0(7'-5) 35.738 1835 12.-0 P0(9'-11) 36.630 1836 14'-0''A T(7.-5) 35.738 1850 13'-3 P0(26.-4) 35.883 1866 12'-3 P0(7'-5) 36.522 1887 12'-3 P0(7-5) 36.522 1908 12'-3 PO(7'-5) 36.522 1930 12-8'% P0(9'-11) 36.323 1964 14'-0% P0(7-5) 35.738 1968 14'-0'% P0(7'-5) 35.738 1972 12'-0 P0(9'-11) 36.630 2040 12'-0 PO(9'-11) 36.630 2062 12'-3 P0(7.-5) 36.522 2076 12'-3 P0(7-5) 36.522 2087 12'-8% P0(7'-5) 36.323 2160 18.-21,4 T(9.-11) 33.910 2161 16.-10 P0(9'-11),C(9'-11) 34.491 2231 16'-5 T(9'-11) 34.686 2232 15'-1 PO(9'-11),C(9'-11) 35.265 2239 20'-0 P0(5'-0) 30.993 2256 17-8 PO(7'-5) 32.002 2259 20'-0 P0(5'-0) 30.993 2267 18'-11'% P0(5.-0) 31.435 2272 20'-0 P0(5'-0) 30.993 2278 16'-9 PO(7'-5),C(7'-5) 32.388 2279 23'-4% P0(9.-11) 30.336 2308 14'-11'% T(9'-11) 35.309 2309 13'-7'%, PO(9'-11) 35.886 2317 18.-11'/, P0(5'-0) 31.435 2320 20'-0 P0(5.-0) 30.993 2332 18'-11'% P0(5'-0) 31.435 2333 20'-0 P0(5'-0) 30.993 2339 20.-0 T(7-5) 30.993 2340 22-3 P0(9'-11) 30.761 2367 18'-11% P0(5.-0) 31.435 2380 13'-7 T(9'-11) 35.914 2385 12-3 PO(9'-11),C(9'-11) 36.489 2394 18'-11% P0(5'-0) 31.435 2406 17'-5% P0(7.-5) 32.081 2407 18.-11'% 1(7'-5) 31.435 2416 21.-1% P0(9.-11) 31.189 2469 16'-7 PO(7-5) 32.468 2483 12-1% 1(9'-11) 36.535 2486 10'-10 P0(9.-11) 37.108 2518 14'-2% 33.496 2583 17'-1 P0(16'-514) 32.250 2657 17.-1 P0(16'-5%) 32.250 2660 10.-8% T(9.-11) 37.162 2664 9'-4% PO(9.-11),C(9'-11) 37.733 2698 16.-7 PO(7'-5) 21.014 2706 19.-7 P0(5'-0) 9.795 2707 19'-7 P0(5'-0) 9.207 2708 19'-7 P0(5'-0) 9.046 2743 11'-2 P0(16'-5%) 34.819 2904 16'-7 P0(7'-5) 21.226 2913 1T-10'% P0(5'-0) 13.400 as,®M.E.P.CAD, Inc. II AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:31AM Page 6 Ni Node Analysis 1Job Number:PC0318-ARES �'llf R eport Description:Light Hazard(#1 -Gymnasium) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2914 1 T-10'% PO(5'-0) _ 13.169 3079 15'-7% fT(12-3%),Tr(3'-6) 24.737 3107 10'-2% P0(12'-3%z) 35.224 3182 13'-0% P0(7-5) 20.444 3190 15'-8 P0(5'-0) 9.535 3191 15'-8 P0(5'-0) 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-0Y P0(7-5) 20.706 3290 13'-5 P0(5'-0) 10.123 3291 13'-5 PO(5'-0) 9.518 3292 13'-5 PO(5'-0) _ 9.352 3366 10'-3 P0(4'-3%s) 37.352 3368 10'-3 P0(4'-3%) 37.351 3369 10'-3% PO(4'-3%) 37.343 3371 10'-3'% PO(4'-3%),C(4'-3Y:) 37.343 3372 10'-3% P0(4'-3%) 37.334 3374 10'-3% PO(4'-3%),C(4'-3%) 37.334 3375 10'-314 fT(11'-5),C(14'-3) 37.328 3376 10'-3%a 37.328 3377 10'-3%z PO(T-1%) 37.325 3379 10'-4 P0(7'-1%) 37.325 3380 10'-4 P0(7'-1%) 37.317 3382 10'-4 P0(7-1%) 37.317 3383 10'-4 P0(7-1%) 37.309 3385 10'-4 PO(T-1%v) 37.308 3414 30'-7% P0(75) 28.516 3438 30'-7% PO(7'-5) 28.516 3439 30'-7% P0(7'-5) 28.516 3440 30'-7% P0(12'-3%) 28.516 3467 33'-8 P0(5'-0) 27.190 3470 30'-7% P0(12'-3'%) 28.516 3477 33'-8 P0(5'-0) 27.190 3493 34'-1'% P0(7'-5) 27.004 3507 34'-1% P0(7-5) 27.004 3512 31'-7% P0(7-5) 28.086 3524 34'-1%s PO(T-5) 27.004 3529 32'-8% P0(7'-5) 27.605 3550 32'-8% P0(7-5) 27.605 3562 30'-0 P0(7'-5) 28.784 3574 3Z-8% PO(T-5) 27.605 3604 28'-11 P0(12'-3'%) 29.251 3648 30'-7% P0(12'-3%) 28.516 3652 14'-2% 33.334 3691 26'-6 P0(7'-5) 30.297 3720 30'-3 P0(9'-11) 28.686 3749 30'-8Y% P0(7'-5) 28.487 3787 30'-7% PO(7'-5) 28.516 3833 30'-3 P0(9'-11) 28.686 3869 30'-8'% P0(7'-5) 28.487 3898 30'-7% P0(7'-5) 28.516 3969 30'-3 P0(9'-11) 28.686 3998 30'-8% P0(7-5) 28.487 4008 30'-7% P0(7-5) 28.516 4016 30'-3 P0(9'-11) 28.686 4063 30'-0%z P0(16'-5%) 28.773 4078 32'-7 P0(7-5) 27.672 4114 32'-7 P0(7'-5) 27.672 4118 32'-7 PO(7'-5) 27.672 4119 32'-7 P0(7-5) 27.672 4125 32'-7 P0(9'-11) 27.672 4179 29'-2% P0(16'-5%) 29.127 4182 31'-5% P0(9'-11) 28.153 (�,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:31AM Page 7 I�J Node Analysis Job Number:PC0318-ARES + Report Description:Light Hazard(#1 -Gymnasium) Node Elevation(Foot) Fittings Pressure(psl) Discharge(gpm) 4219 27'-1114 P0(16'-51/2) 29.680 4233 31'-1%z P0(7'-5) 28.304_ __ 4253 30'-9 PO(7'-5) 28.461 4255 30.-9 P0(7.-5) 28.461 4257 30'-9 PO(T-5) 28.461 4260 30'-9 P0(9'-11) 28.461 4334 26'-7'% P0(16'-514) 30.252 4359 29'-716 P0(7-5) 28.942 4381 29'-7'/z P0(7-5) 28.942 4383 29'-7'% PO(T-5) 28.942 4392 29'-7'% P0(9'-11) 28.942 4451 28'-4'% P0(7'-5) 29.491 4464 28'-4% P0(7.-5) 29.491 4471 28'-414 P0(9'-11) 29.491 5089 18'-2'% Spr 33.910 Sprinkler 5090 18'-2% Spr 33.910 Sprinkler 5093 18'-2% Spr 33.910 Sprinkler 5107 16'-5 Spr 34.686 Sprinkler 5111 16.-5 Spr 34.686 Sprinkler 5115 16'-5 Spr 34.686 Sprinkler 5130 14'-11'% Spr 35.309 Sprinkler 5139 14.-11'% Spr 35.309 Sprinkler 5155 13.-7 Spr 35.914 Sprinkler 5167 13'-7 Spr 35.914 Sprinkler 5189 12-1% Spr 36.535 Sprinkler 5200 12'-1'% Spr 36.535 Sprinkler 5248 10'-8'% Spr 37.162 Sprinkler 5269 10'-8'% Spr 37.162 Sprinkler 5418 14'-4Yzz Spr 35.572 Sprinkler 5419 14'-4% Spr 35.572 Sprinkler 5420 14'-4'%z Spr 35.572 Sprinkler 5421 14'-4''A Spr 35.572 Sprinkler 5422 14'-4% Spr 35.572 Sprinkler 5457 12'-6% Spr 36.357 Sprinkler 5458 12'-6% Spr 36.357 Sprinkler 5459 12'-6'/z Spr 36.357 Sprinkler 5460 12'-6% Spr 36.356 Sprinkler 5461 12'-6% Spr 36.357 Sprinkler 5462 12'-6% Spr 36.357 Sprinkler H ©M.E.PCAD, Inc. ia AutoSPRINK 2019 v15.123.0 10/11/2021 7:08:31AM Page 8 Rill Hydraulic Analysis Job Number:PC0318-ARES Report Descriptiorr Light Hazard(#1 -Gymnasium) 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 1 DY 1.0490 14.82 5.50 120 0.074703 _ 0'-0 Pf 1.942 5409 15'-4'% 14.82 5.6 7.000 Sprinkler, 26'-0 Pe -0.141 3192 15'-8 8.801 PO(5'-O),fd(21'-0) 26'-0 Pv BL 1.4420 14.82 2.91 120 0.015862 9'-11%z Pf 0.158 3192 15'-8 8.801 Pe 3191 15'-8 8.959 9'-11% Pv BL 1.4420 29.76 5.85 120 0.057655 10'-0 Pf 0.577 3191 15'-8 14.95 8.959 Flow(q)from Route 2 Pe 3190 15'-8 9.535 10'-0 Pv BL 1.4420 45.19 8.88 120 0.124816 68'-334 Pf 9.760 3190 15'-8 15.42 9.535 Flow(q)from Route 7 9'-11 Pe 1.149 3182 13'-0'/z 20.444 LtE(2'-5'/z),PO(T-5) 78'-214 Pv CM 2.1570 45.19 3.97 120 0.017562 14'-1116 Pf 0.262 3182 13'-0% 20.444 Pe 3267 13'-0'% 20.706 14'-11'%Pv CM 2.1570 91.57 8.04 120 0.064864 50'-2 Pf 5.158 3267 13'-0Yz 46.38 20.706 Flow(q)from Route 5 29'-4 Pe -1.127 3079 15'-7%z 24.737 6fE(4'-3%),Tr(3'-6) 79'-6 Pv CM 2.1570 173.77 15.26 120 0.212210 24'-8 Pf 7.979 3079 15'-7% 82.21 24.737 Flow(q)from Route 3 12'-11 Pe 0.618 3652 14'-2% 33.334 3fE(4'-3%) 37'-7 Pv CM 4.2600 173.77 3.91 120 0.007716 43'-11 Pf 0.847 3652 14'-2% 33.334 65'-10 Pe -2.992 2416 21-1% 31.189 fT(21-1),5fE(8'-11%z) 109'-9 Pv CM 4.2600 173.77 3.91 120 0.007716 8'-0% Pf 0.062 2416 21'-1'% 31.189 Pe -0.490 2340 22'-3 30.761 8'-0'/z Pv CM 4.2600 173.77 3.91 120 0.007718 8'-0 Pf 0.062 2340 22'-3 30.761 Pe -0.487 2279 23'-4% 30.336 8'-0 Pv CM 4.2600 173.77 3.91 120 0.007716 70'-8 Pf 1.163 2279 23'-4% 30.336 80'-0'/z Pe 4.384 1850 13'-3 35.883 6fE(8'-11'/z),PO(26-4) 150'-8'%Pv CM 6.3570 173.77 1.76 120 0.001098 65'-814 Pf 0.169 1850 13'-3 35.883 88'-0 Pe 5.112 801 1'-5'% 41.164 4fE(12'-7),P0(37-8%) 153'-814 Pv CM 6.3570 173.77 1.76 120 0.001098 2'-0 Pf 0.037 801 1'-5% 41.164 31'-5 Pe 0.000 15 1-5'% 41.200 fT(31-5),BOR 33'-5 Pv UG 6.3570 173.77 1.76 120 0.001098 12-8'% Pf 0.033 15 1'-51/z 41.200 17'-7 Pe 2.366 11 -4'-0 43.600 E(1T-7) 30'-3%Pv UG 6.2800 173.77 1.80 140 0.000876 441'-6 Pf 0.406 11 -4'-0 43.600 22'-1 Pe 0.000 5 -4'-0 44.006 2EE(11-0%) 463'-6% Pv UG 8.3900 173.77 1.01 140 0.000214 69'-5% Pf 4.511 5 -4'-0 44.006 30'$%z Pe 3 -4'-0 48.517 BFP(-4.490),E(30'-6%) 100'-0 Pv UG 12.4600 173.77 0.46 140 0.000031 10'-0 Pf 0.003 3 -4'-0 48.517 98'-314 Pe 7 -4'-0 48.521 T(88'-3+%) 108'-3%Pv UG 6.2800 173.77 1.80 140 0.000876 10'-0 Pf 0.009 7 -4'-0 48.521 Pe 1 -4'-0 48.529 Water Supply 10'-O Pv 100.00 Hose Allowance At Source 1 273.77 o w Route 2 DY 1.0490 14.95 5.55 120 0.075942 0'-0 Pf 1.974 5408 15'-4% 14.95 5.6 7.126 Sprinkler, 26'-0 Pe -0.141 3191 15'-8 8.959 PO(5-0),fd(21'-0) 26'-0 Pv • Route 3 DY 1.0490 14.97 5.56 120 0.076181 0'-0 Pf 1.981 5258 19'-5 14.97 5.6 7.150 Sprinkler, 26'-0 Pe -0.085 2708 19'-7 9.046 P0(5'-0),fd(21'-O) 26'-0 Pv N,©M.E.P.CAD, Inc. y1;AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08 33AM Page 9 iHydraulic Analysis Job Number:PC0318-ARES Report Description:Light Hazard(#1 -Gymnasium) 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 1.4420 14.97 2.94 120 0.016176 9'-11'Y Pf 0.161 2708 19'-7 9.046 Pe 2707 19'-7 9.207 9'-11 Y: Pv BL 1.4420_ 30.08 5.91 120 0.058795 10'-0 Pf 0.588 2707 19'-7 15.11 9.207 Flow(q)from Route 4 Pe 2706 19'-7 9.795 10'-0 Pv BL 1.4420 45.67 8.97 120 0.127280 681-0 Pf 9.917 2706 19'-7 15.59 9.795 Flow(q)from Route 8 9'-11 Pe 1.302 2698 16'-7 21.014 LtE(2'-5v),P0(7-5) 7T-11 Pv CM 2.1570 45.67 4.01 120 0.017909 11'-10% Pf 0.212 2698 16'-7 21.014 Pe 2904 16'-7 21.226 11'-10 4 Pv CM 2.1570 82.21 7.22 120 0.053135 24'-5 Pf 3.096 2904 16'-7 36.54 21.226 Flow(q)from Route 10 33'-10 Pe 0.415 3079 15'-7Ys 24.737 5fE(4'-3,h),fT(12-3%) 58'-3 Pv 4111 Route 4 DY 1.0490 15.11 5.61 120 0.077442 0'-0 Pf 2.013 5257 19'-5 15.11 5.6 7.278 Sprinkler, 26'-0 Pe -0.085 2707 19'-7 9.207 PO(5'-0),fd(21'-0) 26'-0 Pv ® Route 5 DY 1.0490 15.21 5.65 120 0.078394 0'-0 Pf 2.038 5454 13'-3 15.21 5.6 7.375 Sprinkler, 26'-0 Pe -0.061 3292 13'-5 9.352 PO(5'-0),fd(21'-0) 26'-0 Pv BL 1.4420 15.21 2.99 120 0.016646 9'-11% Pf 0.166 3292 13'-5 9.352 Pe 3291 13'-5 9.518 9'-11% Pv BL 1.4420 30.55 6.00 120 0.060502 10'-0 Pf 0.605 3291 13'-5 15.34 9.518 Flow(q)from Route 6 Pe 3290 13'-5 10.123 10'-0 Pv BL 1.4420 46.38 9.11 120 0.130970 67'-2 Pf 10.421 3290 13'-5 15.83 10.123 Flow(q)from Route 9 17-4% Pe 0.163 3267 13'-O% 20.706 2LtE(2'-5%),P0(7'-5) 79.-7 Pv ✓ Route 6 DY 1.0490 15.34 5.70 120 0.079689 0'-0 Pf 2.072 5453 13'-3 15.34 5.6 7.506 Sprinkler, 26.-0 Pe -0.061 3291 13'-5 9.518 P0(5'-0),fd(21'-0) 26'-0 Pv • Route 7 DY 1.0490 15.42 5.73 120 0.080457 0'-0 Pf 2.092 5407 15'-4%: 15.42 5.6 7.585 Sprinkler, 26'-0 Pe -0.141 3190 15'-8 9.535 PO(5'-0),fd(21'-0) 26'-0 Pv ee Route 8 DY 1.0490 15.59 5.79 120 0.082041 0'-0 Pf 2.133 5256 19'-5 15.59 5.6 7.746 Sprinkler, 26'-0 Pe -0.085 2706 19'-7 9.795 PO(5'-0),fd(21'-0) 26'-0 Pv so Route 9 DY 1.0490 15.83 5.88 120 0.084413 _ 0'-0 Pf 2.195 5452 13'-3 15.83 5.6 7.989 Sprinkler, 26'-0 Pe -0.061 3290 13'-5 10.123 PO(5'-0),fd(21'-0) 26'-0 Pv so Route 10 DY 1.0490 18.19 6.75 120 0.109192 0'-0 Pf 2.839 5340 17'-414 18.19 5.6 10.552 Sprinkler, 26'-0 Pe -0.221 2914 17'-10'A 13.169 PO(5-0),fd(21'-0) 26'-0 Pv BL 1.4420 18.19 3.57 120 0.023185 9'-11 Y Pf 0.231 2914 17'-10% 13.169 Pe 2913 17'-10% 13.400 9'-11% Pv BL 1.4420 36.54 7.18 120 0.084257 76'-3% Pf 7.264 2913 17'-10Y% 18.35 13.400 Flow(q)from Route 11 9'-11 Pe 0.563 2904 16'-7 21.226 LtE(2-5%),P0(7'-5) 86'-2%z Pv Route 11 DY 1.0490 18.35 6.81 120 0.110958 0'-0 Pf 2.885 5339 1T-4% 18.35 5.6 10.736 Sprinkler, 26'-0 Pe -0.221 2913 1T-10'% 13.400 PO(5'-0),fd(21'-0) 26'-0 Pv (,,©M.E.P.CAD,Inc. QliAutoSPRINK 2019 v15.1.23.0 10/11/2021 7,08.33AM Page 10 45 Hydraulic Analysis Job Number: PC0318-ARES {I Report Description:Light Hazard(#1 -Gymnasium) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier 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 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 BaIV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11%°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap LAt ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:08:33AM Page 11 /-- Hydraulic Summary ` Job Number: PC0318-ARES Report Description:Light Hazard(#2-SW Entry) Job Job Number Design Engineer PC0318 Tim Carpenter Job Warne: StelefrtllleatloNUwnse Number - -_-- - Art Rutkin Elementary School 67508 Address t AHJ 15600 SW River Terrace Blvd. City of Tigard Address 2 _ Job SltelBWlding Tigard,OR 97224 Art Rutkin Address Drawing Slams — Art Rutkin-FP.cad System Remote Area(s) Most Demanding Sprinkler Data occupanq job Suffix 5.6 K-Factor 14.82 at 7.000 _ Light Hazard : ARES Hose Allowance At Source Density Area ofADPkeakon 100.00 0.10gpm/ft' 1500ft'(Actual 901ft2) Additional Hoge Supplies Number OtSpinklere Calculates Number Of Noses Calculeter Coverage Per Sprinkler Node Flow(aom) 12 0 72ftz 'eta ,, Total Hose Streams77506 PE �'� 100.00 10-13-2021 System Flow Demand total Water Required Qnuuding Nose Allowance) 183.62 283.62 OREGON Maximum Pressure Unbalance In loops v 0.000 �,fJ J g n 1�06 Q' Medmum VelodlyAbove Ground 10 19.37 between nodes 2469 and 2406 r L. 0 Maximum Velocity Under Ground — 1.90 between nodes 5 and 11 EXPIRATION1DATE:32/31/2022 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2946.66ga1 N/A Supplies : Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (9Pm) (Psi) (Psi) @ (9Pm) (psi) L (gpm) (Psi) (Psi) 1 Water Supply 100.00 88.000 20.000 550.00 68.029 283.62 57.756 10.273 Contractor Contractor Number Contact Name Contact Title 24PCO244 Tim Carpenter Designer Name of Contractor: Phone Extension Cosco Fire Protection 360-883-6383 11915 Address 1 - - -. 2501 SE Columbia Way#100 FAX 360-883-6390 Address 2 E•mYl Vancouver,WA 98661 tcarpenter©coscofire.com Address 3 WeD.Sire www.coscofire.com ay©M.E.P.CAD,Inc. iIAutoSPRINK2019v15.1.23.0 10/11/2021 7:10:34AM Pagel PIO Hydraulic Graph 1 Job Number:PC0318-ARES Report Description:Light Hazard(#2-SW Entry) Water Supply at Node 1 100 -Static Pressure 88.000 80 70 so 13..6;@ 57.756 283.62 with hose streams d 50 40 ystem demand curve 30 0.00 @ 20.000 20 10 0 111V11111111111111111 1 11111 I I IIII III II 111111111 111111111 111111111 111111111 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Stalls:Pressure 88.000 Residual:Pressure -- 20.000 @ 550.00 Awllabl<proaaura et Pros Sliest 68.029 @ 283.62 Systems Demand — 57.756 @ 183.62 snlwn['wend llndudip Hosokawa d Source) 57.756 @ 283.62 �y ®M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:36AM Page 2 Hydraulic Graph Job Number:PC0318-ARES Report Description:Light Hazard(#2-SW Entrvl BOR 100 Static Pressure 88.000 80 70 60 �' 183.62 th 5 50.431 283.62 with hose streams w �I a \VI 40 30 System demand curve- - 50.0010 20.000 10 0 I I I I I I I l t t t l l l l ) milli t t I I I t l l 1 1 1 1 1 1 1 1 1 t l t l l t t t l 1 1 1 1 1 1 I I I 1 1 I I I I 1 1 I QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Stalk,Pressure N/A Residual'Prostate N/A Available Pressure et nme Wrest N/A Spurn Demand 50.431 @ 183.62 System Omni Una W ISO Ha.Nbeance el sww) 50.431 @ N/A ( ®M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:1036AM Page 3 I-J Summary Of Outflowing Devices ` Job Number:PC0318-ARES port De sf.Mcription:Repescription:Light Hazard(#2-SW Entry) Actual Flow ! Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 5114 15.31 7.18 5.6 7.472 Sprinkler 5118 14.91 7.18 5.6 7.086 Sprinkler 5119 15.75 7.18 5.6 7.908 46 Sprinkler 5134 14.82 7.18 5.6 7.000 Sprinkler 5135 15.35 7.18 5.6 7.512 Sprinkler 5141 14.82 7.18 5.6 7.006 Sprinkler 5142 • 15.26 7.18 5.6 7.427 Sprinkler 5156 15.01 7.18 5.6 7.187 Sprinkler 5157 15.27 7.18 5.6 7.435 Sprinkler 5164 15.58 7.18 5.6 7.740 Sprinkler 5165 15.47 7.18 5.6 7.635 Sprinkler 5173 16.07 7.18 5.6 8.238 b Most Demanding Sprinkler Data bL,.©M.E.P.CAD, Inc. 115AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:38AM Page 4 111 Node Analysis I Job Number:PC0318-ARES Report Description: Light Hazard(#2-SW Entry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1316 17-8% PO(7'-5),C(7'-5) 45.554 1335 12-0 PO(9'-11) 45.861 1410 12'-6 PO(12'-3%) _ 45.650 1518 11'-4% P0(16'-5%z) 46.098 1529 11'-0'% P0(14'-3) 46.232 1532 12'-6 P0(7'-5) 45.650 1570 1T-8'% PO(7'-5),C(7.-5) 45.554 1582 13'-10'% P0(7'-5) 45.041 1586 13.-10% P0(7.-5) 45.041 1590 13'-10% P0(7'-5) 45.041 _ 1594 13'-10'% P0(7'-5) 45.041 1597 1 T-0 PO(9.-11) 45.861 1642 12.-0 P0(5'-0) 45.861 1660 12-3 P0(16'-5/z) 45.753 1671 17-8'% P0(12'-3%) _ 45.554 1701 13'-8%z PO(T-5) 45.120 1704 12'-3 P0(16'-5%) 45.753 1709 12.-3 P0(12'-3%) 45.753 1742 12'-3 PO(16'-5%) 45.753 1809 1Z-3 PO(7'-5) 45.753 1814 12.-8Yz P0(9.-11) 45.554 1827 14'-0'% PO(T-5) 44.969 1831 14'-0% PO(7'-5) 44.969 1835 12'-0 PO(9'-11) 45.861 1836 14'-0'% T(T-5) 44.969 1850 13'-3 PO(26'-4) 45.091 1866 12'-3 PO(T-5) 45.753 1887 12'-3 PO(T-5) 45.753 1908 12-3 P0(7.-5) 45.753 1930 12'-8'% P0(9'-11) 45.554 1964 14.-0'% PO(T-5) 44.969 1968 14'-0% P0(7'-5) 44.969 1972 17-0 P0(9.-11) 45.861 2040 12.-0 P0(9'-11) 45.861 2062 17-3 PO(7'-5) 45.753 2076 12'-3 PO(7'-5) 45.753 2087 1Z-8% PO(7'-5) 45.554 2160 18'-2'% 7(9'-11) 43.137 2161 16'-10 P0(9'-11),C(9.-11) 43.718 2231 16.-5 T(9'-11) 43.912 2232 15'-1 PO(9.-11), C(9'-11) 44.491 2239 20'-0 PO(5'-0) 9.405 2256 17.-8 PO(7'-5) 13.697 2259 20'-0 P0(5'-0) 8.919 2267 18'-11'% PO(5'-0) 9.996 2272 20.-0 P0(5'-0) 8.812 2278 16-9 PO(T-5),C(7.-5) 23.951 2279 23'-4%z P0(9'-11) 39.420 2308 14'-11% T(9.-11) 44.536 2309 13'-7% P0(9.-11) 45.113 2317 18'-ll% PO(5'-0) 9.498 2320 20.-0 P0(5'-0) 8.820 2332 18'-11% P0(5'-0) 9.392 2333 20.-0 PO(5'-0) 9.046 2339 20'-0 T(T-5) 9.950 2340 22'-3 P0(9'-11) 39.838 2367 18'-11'% P0(5.-0) 9.403 2370 20'-0 P0(5'-0) 9.741 2380 13'-7 T(9.-11) 45.141 2385 123 P0(9'-11),C(9.-11) 45.716 2394 18'-11% P0(5'-0) 9.653 2406 1T-5% PO(T-5) 12.634 ,,©M.E.P.CAD,Inc. 111AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:40AM Page 5 111 Node Analysis 1 Job Number:PC0318-ARES Report Description:Light Hazard(#2-SW Entry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2407 18.-11'% T(7'-5) 10.631 2416 21'-1% P0(9'-11) 40.259 2442 18'-11% P0(5'-0) 10.409 2469 16'-7 P0(7'-5) 23.256 2483 12-1% T(9'-11) 45.762 2486 10'-10 PO(9'-11) 46.335 2518 14'-2'% 42.128 2583 17'-1 P0(16'-5%) 36.310 2657 17'-1 P0(16'-5%) 36.606 2660 10'-8'% T(9'-11) 46.389 2664 9'-4% PO(9'-11),C(9'-11) 46.960 2698 16'-7 P0(7-5) 21.014 2706 19'-7 PO(5'-0) 9.795 2707 19'-7 P0(5'-0) 9.207 2708 19'-7 P0(5'-0) 9.046 2743 11'-2 P0(5'-0) 29.207 2904 16'-7 P0(7-5) 21.226 2913 17-10% PO(5'-0) 13.400 2914 17'-10'% PO(5'-0) 13.169 3079 15'-7'% fT(12'-3%) 24.737 3107 10'-2'% PO(12'-3''A) 31.041 3182 13'-0'% PO(T-5) 20.444 3190 15'-8 P0(5'-0) 9.535 3191 15'-8 P0(5'-0) 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-0% P0(7'-5) 20.706 3290 13'-5 PO(5'-0) 10.123 3291 13'-5 P0(5'-0) 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 P0(4'-3%) 46.579 3368 10'-3 PO(4'-3%) 46.578 3369 10'-3''A PO(4'-3%) 46.570 3371 10'-3'% P0(4'-3%z),C(4'-3%) 46.570 3372 10'-3% PO(4'-3%) 46.561 3374 10'-3'% PO(4'-3%), C(4'-3%) 46.560 3375 10'-3% fT(11'-5),C(14'-3) 46.555 3376 10'-3% 46.555 3377 10'-3% PO(T-1%) 46.552 3379 10'-4 P0(7'-1'%) 46.552 3380 10'-4 P0(7'-1%) 46.544 3382 10'-4 P0(7-1%) 46.544 3383 10'-4 P0(7-1%) 46.535 3385 10'-0 PO(T-1%) 46.535 3414 30'-7''A PO(7'-5) 37.742 3438 30'-7'% PO(T-5) 37.742 3439 30'-7% P0(7-5) 37.742 3440 30'-7'% P0(12'-3%) 37.742 3467 33'-8 P0(5'-0) 36.417 3470 30'-7'''A PO(12'-3'%) 37.742 3477 33'-8 P0(5'-0) 36.417 3493 34'-1% P0(7'-5) 36.231 3507 34'-1% P0(7'-5) 36.231 3512 31'-7'% P0(7-5) 37.313 3524 34'-1'% PO(T-5) 36.231 3529 32-8% P0(7'-5) 36.832 3550 32'-8'% PO(T-5) 36.832 3562 30'-0 P0(7'-5) 38.010 3574 32'-8'% PO(T-5) 36.832 3604 28'-11 PO(12'-334) 38.478 3648 30'-7'% P0(12'-3%) 37.742 3691 26'-6 P0(7-5) 39.524 3720 30'-3 P0(9'-11) 37.913 ga,,©M.E.P.CAD, Inc. al AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:40AM Page 6 r Node Analysis II Job Number:PC0318-ARES Illl RRRRIIII Report Description:Light Hazard(#2-SW Entry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3749 30'-8% PO(T-5) 37.714 3787 30'-7% PO(7'-5) 37.742 3833 30'-3 P0(9'-11) 37.913 3869 _ 30'-8% PO(T-5) 37.714 3898 30'-714 P0(7'-5) 37.742 3969 30'-3 PO(9'-11) 37.913 3998 30'-814 P0(7-5) 37.714 4008 30'-7'/: PO(T-5) 37.742 4016 30'-3 P0(9'-11) 37.913 4063 30'-0% P0(16'-5%) 38.000 4078 32'-7 P0(7'-5) 36.898 4114 32'-7 PO(T-5) _ 36.898 4118 32-7 P0(7'-5) 36.898 4119 32'-7 P0(7-5) 36.898 4125 32'-7 PO(9'-11) 36.898 4179 29'-2% P0(16'-514) 38.353 4182 31'-5% PO(9'-11) 37.379 . 4219 27-11'% P0(16'-5%) 38.907 4233 31'-1Y: P0(7'-5) 37.531 _ - 4253 30'-9 PO(7-5) 37.687 4255 30'-9 P0(7-5) 37.687 4257 30'-9 PO(7-5) 37.687 4260 30'-9 PO(9'-11) 37.687 4334 26'-7'A P0(16'-5'Y) 39.478 4359 29'-7% PO(7'-5) 38.169 4381 29'-7% P0(7-5) 38.169 4383 29'-7'A P0(7'-5) 38.169 4392 29'-7'% P0(9'-11) 38.169 4451 28'-4'% P0(7'-5) 38.718 4464 28'-4% PO(7'-5) 38.718 4471 28'-414 P0(9'-11) 38.718 1 -4'-0 S 57.756 183.62 5114 19'-8 Spr(-7.472),fd(21'-0) 7.472 15.31 5118 19'-8 Spr(-7.086),fd(21'-0) 7.086 14.91 5119 18'-9 Spr(-7.908),fd(21'-0) 7.908 15.75 5134 19'-8 Spr(-7.000),fd(21'-0) 7.000 14.82 5135 18.-9 Spr(-7.512),fd(21'-0) 7.512 15.35 5141 19'-8 Spr(-7.006),fd(21'-0) 7.006 14.82 5142 18'-9 Spr(-7.427),fd(21'-0) I 7.427 15.26 5156 19'-8 Spr(-7.187),fd(21'-0) 7.187 15.01 5157 18'-9 Spr(-7.435),fd(21'-0) 7.435 15.27 5164 19'-8 Spr(-7.740),fd(21'-0) 7.740 15.58 5165 18'-9 Spr(-7.635),fd(21'-0) 7.635 15.47 5173 18'-9 Spr(-8.238),fd(21'-0) 8.238 16.07 3 -4'-0 E(30'-6h) 57.743 5 -4'-0 C(59'-4Y:) 53.284 7 -4'-0 T(98'-3''A) 57.747 11 -4'-0 52.834 15 1'-5%s fT(31'-5),BOR 50.431 149 12-6 P0(7'-5) 45.638 169 13'-10 P0(7-5) 45.066 183 12'-6 PO(T-5) 45.638 187 13'-10 P0(7-5) 45.066 209 13'-8% P0(7'-5) 45.120 236 12'-6 PO(T-5) 45.638 237 13'-10 T(T-5) 45.066 243 13'-8% PO(7'-5) 45.120 250 13'-10 PO(7'-5) 45.066 273 13'-10 P0(7-5) 45.066 338 13'-10 P0(7'-5) 45.066 373 12'-3 PO(T-5) 45.753 375 13'-10 P0(7-5) 45.066 it„,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:40AM Page 7 dit Node Analysis di . I Job Number:PC0318-ARES Report Description:Light Hazard(#2-SW Entry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 382 13'-7 PO(T-5) 45.171 429 13'-7 PO(T-5) 45.171 522 12'-3 P0(9'-11) 45.753 543 13'-7 P0(7-5) 45.171 589 13'-7 PO(T-5) 45.171 671 12'-3 P0(7'-5) 45.753 728 2'-1 50.160 801 1'-5'% PO(21'-4%) 50.390 901 12'-8'% PO(9'-11),C(9'-11) 45.554 922 12'-0 P0(9'-11) 45.861 942 12'-6 P0(12'-3%) 45.650 999 12-3 PO(T-5) 45.753 1014 1'-5% P0(20'-2) 50.388 1190 12'-811h PO(7'-5),C(7'-5) 45.554 1211 12-0 P0(9'-11) 45.861 1253 12'-6 P0(12-3%) 45.650 5089 18'-2'% Spr 43.137 Sprinkler 5090 18'-2%z Spr 43.137 Sprinkler 5093 18%21% Spr 43.137 Sprinkler 5107 16'-5 Spr 43.912 Sprinkler 5111 16'-5 Spr 43.912 Sprinkler 5115 16'-5 Spr 43.912 Sprinkler 5130 14'-11'% Spr 44.536 Sprinkler 5139 14'-11% Spr 44.536 Sprinkler 5155 13'-7 Spr 45.141 Sprinkler 5167 13'-7 Spr 45.141 Sprinkler 5189 12'-1% Spr 45.762 Sprinkler 5200 1 Z-1% Spr 45.762 Sprinkler 5248 10'-8'% Spr 46.389 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5269 10'-8'% Spr 46.389 Sprinkler 5339 1T-4'% Spr,fd(21'-0) 10.736 Sprinkler 5340 17'-4'% Spr,fd(21'-0) 10.552 Sprinkler 5407 15'-4% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4'% Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4% Spr,fd(21'-0) 7.000 Sprinkler 5418 14'-4V Spr 44.799 Sprinkler 5419 14'-4% Spr 44.799 Sprinkler 5420 14'-4'% Spr 44.799 Sprinkler 5421 14'-4'% Spr 44.799 Sprinkler 5422 14'-4% Spr 44.799 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12.-61% Spr 45.584 Sprinkler 5458 12'-6'% Spr 45.584 Sprinkler 5459 12'-6% Spr 45.584 Sprinkler 5460 12-6% Spr 45.583 Sprinkler 5461 12'-6% Spr 45.583 Sprinkler 5462 12'-6% Spr 45.583 Sprinkler [fit,,©M.E.P.CAD, Inc. 81g AutoSPRINK 2019 v15.123.0 10/11/2021 7:10:40AM Page 8 ilH Hydraulic Analysis Job Number.PC0318-ARES yReport Description:Light Hazard(#2-SW Entry) 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 1 DY 1.0490 14.82 5.50 120 _ 0.074703 0'-0 Pt 1.942 5134 19'-8 14.82 5.6 7.000 Sprinkler, 26'-0 Pe -0.131 2272 20'-0 8.812 PO(5'-0),fd(21'-0) 26'-0 Pv BL 1.4420 11.89 2.34 120 0.010552 10'-2'% Pf 0.108 2272 20'-0 8.812 Pe 2259 20'-0 8.919 10'-2%Pv BL 1.4420 26.79 5.26 120 0.047460 10'-2% Pf 0.485 2259 20'-0 14.91 8.919 Flow(q)from Route 3 Pe 2239 20'-0 9.405 10'-2'/=Pv BL 1.4420 42.10 8.27 120 0.109503 20'-1 Pf 3.284 2239 20'-0 15.31 9.405 Flow(q)from Route 7 9'-11 Pe 1.009 2256 1T-8 13.697 T(7'-5),LtE(2'-5%) 30'-0 Pv BL 1.4420 85.01 16.70 120 0.401792 7'-2'% Pf 9.868 2256 17'-8 42.91 13.697 Flow(q)from Route 5 1 T-4 Pe 0.386 2278 16'-9 23.951 LtE(2'-5%),PO(T-5),C(T-5) 24'-6%Pv BL 2.1570 85.01 7.46 120 0.056534 37'-8 Pf 2.826 2278 16.-9 23.951 12'-3% Pe 2.431 2743 11.-2 29.207 PO(12'-3+%) 50'-0 Pv CM 2.6350 85.01 5.00 120 0.021329 55'-2 Pf 1.428 2743 11'-2 29.207 11-9'% Pe 0.406 3107 10'-2% 31.041 2fE(5'-10%) 66'-11%Pv CM 2.6350 183.62 10.80 120 0.088655 52-11% Pf 8.243 3107 10'-2% 98.61 31.041 Flow(q)from Route 2 40'-0% Pa -2.974 2583 17'-1 36.310 4fE(5'-10%),PO(16'-5%) 93'-0 Pv CM 3.2600 183.62 7.06 120 0.031444 9'-5 Pf 0.296 2583 17'-1 36.310 Pe 2657 17'-1 36.606 9'-5 Pv CM 3.2600 183.62 7.06 120 0.031444 109'-1 Pf 4.276 2657 17'-1 36.606 26'-10'% Pe 1.246 2518 14'-2% 42.128 4fE(6'-8%) 136'-0 Pv CM 4.2600 183.62 4.13 120 0.008544 65'-7% Pf 1.123 2518 14'-2% 42.128 65'-10 Pe -2.992 2416 21'-1% 40.259 fT(21'-1),5fE(8'-11%) 131'-5'/a Pv CM 4.2600 183.62 4.13 120 0.008544 8'-0% Pf 0.069 2416 21'-1% 40.259 Pe -0.490 2340 22'-3 39.838 8'-0%Pv CM 4.2600 183.62 4.13 120 0.008544 _ 8'-0 Pf 0.068 2340 22'-3 39.838 Pe -0.487 2279 23'-4'A 39.420 8'-0 Pv CM 4.2600 183.62 4.13 120 0.008544 70'-8 Pf 1.288 2279 23'-4'A 39.420 80'-0'% Pe 4.384 1850 13'-3 45.091 6fE(8'-11%),PO(26'-4) 150'-8%Pv CM 6.3570 183.62 1.86 120 0.001216 65'-8'% Pf 0.187 1850 13'-3 45.091 88'-0 Pe 5.112 801 1'-5'14 50.390 4fE(12-7),P0(3T-8%) 153'-8% Pv CM 6.3570 183.62 1.86 120 0.001216 2'-0 Pf 0.041 801 1'-5'h 50.390 31'-5 Pe 0.000 15 1'-5% 50.431 fT(31'-5),BOR 33'-5 Pv UG 6.3570 183.62 1.86 120 0.001216 12'-8% Pf 0.037 15 1'-5% 50.431 17'-7 Pe 2.366 11 -4'-0 52.834 E(17'-7) 30'-3'%Pv UG 6.2800 183.62 1.90 140 0.000970 441'-6 Pf 0.450 11 -4'-0 52.834 22'-1 Pe 0.000 5 -4'-0 53.284 2EE(11'-0%) 463.-6%Pv UG 8.3900 183.62 1.07 140 0.000237 69'-5'Y Pf 4.459 5 -4'-0 53.284 30'-6% Pe 3 -4'-0 57.743 BFP(-4.435),E(30'-6%) 100'-0 Pv UG 12.4600 183.62 0.48 140 0.000035 10'-0 Pf 0.004 3 -4'-0 57.743 98'-3% Pe 7 -4'-0 57.747 T(98'-3%) 108'-3%Pv UG 6.2800 183.62 1.90 140 0.000970 10'-0 Pf 0.010 7 -4'-0 57.747 Pe 1 -4'-0 57.756 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 283.62 Route 2 (1 ©M.E.P.CAD, Inc inAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:42AM Page 9 AidHydraulic Analysis Job Number:PC0318-ARES Report Description Light Hazard(#2-SW Entry) Pipe Type Diameter _ Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 1.0490 14.82 5.50 120 0.074767 0'-0 Pf 1.944 5141 19'-8 14.82 5.6 7.006 Sprinkler, 26'-0 Pe -0.131 2320 20'-0 8.820 PO(5'-0),fd(21'-0) 26'-0 Pv BL 1.4420 17.75 3.49 120 0.022164 10'-2% Pf 0.227 2320 20'-0 2.93 8.820 Flow(q)from Route 14 Pe 2333 20.-0 9.046 10'-2'%Pv BL 1.4420 32.77 6.44 120 0.068868 5'-8'% Pf 0.904 2333 20.-0 15.01 9.046 Flow(q)from Route 4 T-5 Pe 0.000 2339 20'-0 9.950 T(7'-5) 13'-1'% Pv BL 1.4420 48.35 9.50 120 0.141434 8'-9'% Pf 1.597 2339 20'-0 15.58 9.950 Flow(q)from Route 10 2'-5% Pe 1.087 2406 17'-5%s 12.634 LtE(2'-5%) 11'-3Ya Pv BL 1.4420 98.61 19.37 120 0.528756 9'-5Y2 Pf 10.235 2406 1 T-5'% 50.27 12.634 Flow(q)from Route 6 9'-11 Pe 0.387 2469 16'-7 23.256 LtE(2'-5%),PO(7'-5) 19'-4%Pv BL 2.1570 98.61 8.66 120 0.074399 38'-8 Pf 5.028 2469 16'-7 23.256 28'-11 Pe 2.756 3107 10'-2'Y, 31.041 fT(12'-3%),fE(4'-3%),PO(1Z-3 67'-7 Pv ,4) • Route 3 DY 1.0490 14.91 5.53 120 0.075550 0'-0 Pf 1.964 5118 19'-8 14.91 5.6 7.086 Sprinkler, 26'-0 Pe -0.131 2259 20'-0 8.919 PO(5.-0),fd(21'-0) 26'-0 Pv • Route 4 DY 1.0490 15.01 5.57 120 0.076545 0'-0 Pf 1.990 5156 19'-8 15.01 5.6 7.187 Sprinkler, 26'-0 Pe -0.131 2333 20'-0 9.046 PO(5'-0),fd(21'-0) 26'-0 Pv se Route 5 DY 1.0490 15.26 5.67 120 0.078907 0'-0 Pf 2.052 5142 18'-9 15.26 5.6 7.427 Sprinkler, 26'-0 Pe -0.087 2332 18'-11% 9.392 PO(5.-0),fd(21'-0) 26'-0 Pv BL 1.4420 11.81 2.32 120 0.010430 10'-2% Pf 0.107 2332 18'-11''A 9.392 Pe 2317 18'-11% 9.498 10'-2%Pv BL 1.4420 27.16 5.34 120 0.048671 10'-2'% Pf 0.497 2317 18'-11% 15.35 9.498 Flow(q)from Route 8 Pe 2267 18'-11'% 9.996 10'-2% Pv BL 1.4420 42.91 8.43 120 0.113421 12'-9 Pt 3.134 2267 18.-11'% 15.75 9.996 Flow(q)from Route 11 14'-10% Pe 0.567 2256 17.-8 13.697 T(7'-5),P0(7'-5) 2T-7% Pv ✓ Route 6 DY 1.0490 15.27 5.67 120 0.078993 0'-0 Pf 2.054 5157 18'-9 15.27 5.6 7.435 Sprinkler, 26'-0 Pe -0.087 2367 18'-11% 9.403 PO(5'-0),fd(21'-0) 26'-0 Pv BL 1.4420 18.72 3.68 120 0.024447 10'-2% Pf 0.250 2367 18.-11% 3.45 9.403 Flow(q)from Route 13 Pe 2394 18'-11%z 9.653 10'-214 Pv BL 1.4420 34.19 6.72 120 0.074518 5'-8'% Pf 0.978 2394 18'-11%z 15.47 9.653 Flow(q)from Route 9 7'-5 Pe 0.000 2407 18'-11'% 10.631 T(7'-5) 13'-1'%Pv BL 1.4420 50.27 9.87 120 0.151999 1'-6 Pf 1.358 2407 18'-11% 16.07 10.631 Flow(q)from Route 12 7'-5 Pe 0.646 2406 1T-5% 12.634 P0(7-5) 8'-11 Pv • Route 7 DY 1.0490 15.31 5.68 120 0.079352 0'-0 Pf 2.063 5114 19'-8 15.31 5.6 7.472 Sprinkler, 26'-0 Pe -0.131 2239 20'-0 9.405 P0(5'-0),fd(21'-0) 26'-0 Pv ▪ Route 8 DY 1.0490 15.35 5.70 120 0.079741 0'-0 Pf 2.073 5135 18'-9 15.35 5.6 7.512 Sprinkler, 26'-0 Pe -0.087 2317 18.-11'% 9.498 PO(5'-0),fd(21'-0) 26'-0 Pv li Route 9 DY 1.0490 15.47 5.74 120 0.080947 0'-0 Pf 2.105 5165 18'-9 15.47 5.6 7.635 Sprinkler, 26'-0 Pe -0.087 2394 18'-11'% 9.653 PO(5'-0),fd(21'-0) 26'-0 Pv o Route 10 fm,©M.E.P.CAD, Inc. inAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10 42AM Page 10 Mk 111 Hydraulic Analysis 1 Job Number:PC0318-ARES Report Description:Light Hazard(#2-SW Entry) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 1.0490 15.58 5.78 120 0.081984 0'-0 Pt 2.132 5164 19'-8 15.58 5.6 7.740 Sprinkler, 26'-0 Pa -0.131 2370 20'-0 9.741 PO(5'-0),fd(2V-0) 26'-0 Pv BL 1.4420 15.58 3.06 120 0.017408 4'-6% Pt 0.209 2370 20'-0 9.741 7'-5 Pe 0.000 2339 20'-0 9.950 T(T-5) 12'-0 Pv Route 11 DY 1.0490 15.75 5.85 120 0.083627 0'-0 Pf 2.174 5119 18'-9 15.75 5.6 7.908 Sprinkler, 26'-0 Pe -0.087 2267 18'-11V 9.996 P0(5'-0),fd(21'-0) 26'-0 Pv ® Route 12 DY 1.0490 16.07 5.97 120 0.086847 0'-0 Pf 2.258 5173 18'-9 16.07 5.6 8.238 Sprinkler, 26'-0 Pe -0.087 2442 18'-11% 10.409 P0(5'-0),fd(21'-0) 26'-0 Pv BL 1.4420 16.07 3.16 120 _ 0.018441 4'-6 4 Pf 0.221 2442 18'-11% 10.409 7'-5 Pe 0.000 2407 18'-11%a 10.631 T(7'-5) 12'-0 Pv e s Route 13 BL 1.4420 3.45 0.68 120 0.001070 10'-2% Pf 0.011 2332 18'-11% 11.81 9.392 Flow(q)from Route 5 Pe 2367 18'-11% 9.403 10'-2Y2 Pv m Route 14 BL 1.4420 2.93 _ 0.58_ 120 0.000791 10'-2'/a Pf 0.008 2272 20'-0 11.89 8.812 Flow(q)from Route 1 Pe 2320 20'-0 8.820 10'-2%Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) Iii C Value Multiplier Actual Inside Diameter l4 87-Factor Value Of C 100 130 140 150 1` Schedule 40 Steel Pipe Inside Diameter l Multiplying Factor 0.713 1.16 1.33 1.51 k©M.E.P.CAD, Inc. ,!0AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:42AM Page 11 V �� Hydraulic Analysis Job Number: PC0318-ARES 7 MMM Report Description:Light Hazard(#2-SW Entry) 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 DN Drain gpm b Bushing DR DropDischarge gpm BalV Ball Valve BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Totalpressure at apoint in apipe DeIV Deluge Valve SP Sprig DPV DryPipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11%° Elbow points Ee2 22'/,Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. qIyAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:10:42AM Page 12 J A- _, Hydraulic Summary I Job Number:PC0318-ARES .14* 5 ., Report Description: Light Hazard(#3-Commons 1) Job Job Number Design Engineer PC0318 Tim Carpenter Job Nemer Stela Certification/License Number Art Rutkin Elementary School 67508 Address I _. PAW 15600 SW River Terrace Blvd. City of Tigard Address 3 Job SNNbullding Tigard,OR 97224 Art Rutkin Address 3 Drawing Name Art Rutkin-FP.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Hma Allowance At Sours. Density Area olApplketlon 100.00 0.10gpm/ft' 1500R'(Actual 1501ft2) Additional Hex Supplies Number Of Sprinklers Calculates Number Of Nozzles Calculates Coverage Per Sprinkler Node Flow(aoml 15 0 85f12 111, fr 77506[PE NI 10-13-2021 Talel Hasa Streams OREGON 100.00 M , System Flew Demand Wei Water Required(Including Hose Allowance) '� Ay 243.80 343.80 �'" ✓q N 10 2%ob �T Maximum Pressure Unbalance In Loops `r e� 0.000 Y L. 0 Maximum Velocity Above Ground 14.34 between nodes 2657 and 2311 EXPIRATION®ATE:32/31/2022 Maximum Velocity Under Ground 2.53 between nodes 5 and 11 Volume capacity of Wet Pipes Volume waste/of Dry Pipes 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 59.489 343.80 52.872 6.617 Contractor Contractor Number Contact Name Contact me 24PCO244 Tim Carpenter Designer Name of Connecter. Phone Extension Cosco Fire Protection 360-883-6383 11915 Address 1 FAX 2501 SE Columbia Way#100 360-883-6390 Address 2 E.m.l Vancouver,WA 98661 tcarpenter@coscofire.com Address 3 WebSN. www.coscofire.com (M,©M.E.P.CAD, Inc. 40 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:14AM Page 1 41 Hydraulic Graph Job Number: PC0318-ARES Report Description:Light Hazard(#3-Commons 1) Water Supply at Node 1 100 00 Static Pressure 88.000 80 70 60 243.80'@ 52.872 .- I a 343.80 with hose streams 50 \1\ 40 System demand curve 30 20 50.00 @ 20.000 10 0 —IC1 IIII 111111111 11111111 I 111111 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 i 1 1 1 1 1 1 1 1 I50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 88.000 Residual Pressure 20.000 @ 550.00 Available Pressure at Time attest59.489 @ 343.80 System oemaw52.872 @ 243.80 SP,en oemem pncduei,y Hm.mlunu,ce HSourur) - -._ 52.872 @ 343.80 ,,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:15AM Page 2 Hydraulic Graph Job Number PC0318-ARES Report Description Light Hazard(#3-Commons 1) BOR 100 90 -Static Pressure 88.000 80 70 60 d E. 50 243.80 et 45.575 343.80 with hose streams 40 30 ystem demand curve 0.00©20.000 20 10 0 I ❑ III111 II I11111111 I I I I I I I I I I I I I I I I 111111111 111111111 111111111 111111111 QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Grape BOR Stalk;Pressure N/A Residual:Pressure N/A Available Pressure et Time al Test N/A sworn Damns ns 45.575©243.80 %Nee Donna llrrdudbq Htee/Jasr a+Sake) ... -. 45.575 @ N/A (✓y©M.E.P.CAD, Inc. M AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:15AM Page 3 1;- Summary Of Outflowing Devices Job Number:PC0318-ARES ' Report Description:Light Hazard(#3-Commons 1) Actual Flow Minimum Flow I K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 5008 16.09 8.50 5.6 8.256 Sprinkler 5023 15.45 8.50 5.6 7.614 Sprinkler 5091 17.95 8.50 5.6 10.276 Sprinkler 5092 16.33 8.50 5.6 8.503 Sprinkler 5094 16.15 8.50 5.6 8.313 Sprinkler 5096 16.08 8.50 5.6 8.245 Sprinkler 5108 18.19 8.50 5.6 10.557 Sprinkler 5112 16.10 8.50 5.6 8.262 Sprinkler 5116 15.72 8.50 5.6 7.876 Sprinkler 5120 15.48 8.50 5.6 7.639 Sprinkler 5132 18.76 8.50 5.6 11.218 Sprinkler 5138 16.13 8.50 5.6 8.295 Sprinkler 5144 15.52 8.50 5.6 7.680 Sprinkler 5159 15.05 8.50 5.6 7.218 b Sprinkler 5166 14.82 8.50 5.8 7.000 c> Most Demanding Sprinkler Data 3 ©M.E.P.CAD, Inc inAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:17AM Page 4 Ili- Node Analysis Job Number:PC0318-ARES Report Description:Light Hazard #3-Commons 1) Node j Elevation(Foot) Fittings Pressure(psl) Discharge(gpm) 1 -0'-0 S 52.872 243.80 5008 23'-3 Spr(-8.256) 8.256 16.09 5023 21'-5% Spr(-7.614) 7.614 15.45 5091 25'-0 Spr(-10.276) 10.276 17.95 5092 25'-9 Spr(-8.503),fd(11'-0) 8.503 16.33 5094 25'-9 Spr(-8.313),fd(11'-0) 8.313 16.15 5096 25'-9 S•r-8.245 fd 11'-0 8.245 16.08 5108 23'-2% S•r-10.557 10.557 18.19 5112 23'-9 Spr(-8.262),fd(11'-0) 8.262 16.10 5116 23'-9 Spr(-7.876),fd(11'-0) 7.876 15.72 5120 23'-9 S•r-7.639,fd 11'-0 7.639 15.48 5132 21'-5% 121131 11.218 5138 21'-11%z S..--8.295 ,fd 11'-0 8.295 5144 21'-11% Spr(-7.680),fd(11'-0) 7.680 15.52 5159 21'-11% Spr(-7.218),fd(11'-0) 7.218 15.05 5166 21'-11% S•r-7.000,fd 11'-0 7.000 14.82 3 -4'-0 E 30'-6% 52.849 5 4-0 C 59'-4% 48.764 7 -4'-0 T 98'-3Yz 52.856 11 -4'-0 48.004 15 1'-5'% fT 31'-5,BOR 45.575 149 12'-0 P0(7'-5) 40.782 169 13'-10 PO T-5 40.210 183 12'-6 PO T-5 40.782 187 13'-10 PO 7-5 40.210 209 13'-8% P0(7-5) 40.265 236 12-6 P0(7'-5) 40.782 237 13'-10 T T-5 40.210 243 13'-8% PO T-5 40.265 250 13'-10 P0(7-5) 40.210 273 13'-10 PO 7'-5 40.210 338 13'-10 PO 7'-5 40.210 373 12'-3 PO(T5) 40.897 375 13'-10 PO 7'-5 40.210 382 13'-7 P0(7-5) 40.315 429 13'-7 PO(7'-5) 40.315 522 12-3 PO 9'-11 40.897 543 13'-7 P0(7'-5) 40.315 589 13'-7 PO(T-5) 40.315 671 12'-3 P0(7-5) 40.897 728 2'-1 45.304 801 0-5% P0(21'-4%) 45.507 901 12.-8Yz PO(W-11),C(9'-11) 40.698 922 12'-0 P0(9'-11) 41.005 942 12'-6 P0(12'-3%) 40.795 999 12'-3 PO(7'-5) 40.897 1014 1'-5% PO(20'-2) 45.502 1190 12'-8% PO(7'-5),C(7-5) 40.698 1211 12'-0 PO(9'-11) 41.005 1253 12'-6 P0(12'-3%) 40.795 1316 12'-8% P0(7-5),C(7-5) 40.698 1335 12'-0 P0(9'-11) 41.005 1410 12'-6 P0(12'-3%) 40.795 1518 11'-4'% P0(16'-5%) 41.212 1529 11'-0% P0(14'-3) 41.349 1532 12'-6 P0(7-5) 40.795 1570 17-8'% P0(7-5),C(7'-5) 40.698 1582 13'-10'% P0(7'-5) 40.186 1586 13'-10% P0(7'-5) 40.186 1590 13-10% P0(7-5) 40.186 1594 13'-10% P0(7-5) 40.186 1597 12'-0 P0(9'-11) • 41.005 1(j,©M.E.P.CAD,Inc. II AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:19AM Pages de Node AnalysisI Job Number PC0318-ARES �l Report Description:Light Hazard(#3-Commons 1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1642 12'-0 P0(5'-0) 41.005 1660 12'-3 P0(16.-5%) 40.897 1671 12-8% P0(12-3%) 40.698 1701 13'-8% PO(7'-5) 40.265 1704 12'-3 P0(16'-5'%) 40.897 1709 12'-3 P0(17-3%) 40.897 1742 12'-3 P0(16-5Y2) 40.897 1809 12'-3 P0(7'-5) 40.897 1814 12-814 PO(9'-11) 40.698 1827 14'-0% P0(7-5) 40.113 1831 14'-0'% P0(7'-5) 40.113 1835 12-0 P0(9'-11) 41.005 1836 14'-0% T(7-5) 40.113 1850 13'-3 P0(26'-4) 40.079 1866 12'-3 P0(7'-5) 40.897 1887 12-3 PO(7'-5) 40.897 1908 12'-3 P0(7'-5) 40.897 1930 12'-8'% P0(9'-11) 40.698 1964 14'-0% P0(7-5) 40.113 1968 14'-014 P0(7'-5) 40.113 1972 12'-0 P0(9'-11) 41.005 2040 12'-0 P0(9'-11) 41.005 2062 12'-3 P0(7-5) 40.897 2076 12-3 P0(7-5) 40.897 2087 12-8% P0(7'-5) 40.698 2160 18'-2% T(9'-11) 38.253 2161 16'-10 P0(9.-11),C(9'-11) 38.834 2163 25'-6%: P0(5'-0) 10.971 2165 24'-1 P0(9'-11) 13.104 2166 26-6% T(9'-11) 11.115 2169 25'-6% P0(5'-0) 10.036 2177 25'-6% P0(5'-0) 9.816 2194 25'-6% P0(5-0) 9.738 2227 23'-9 P0(5-0) 11.275 2228 22'-4 P0(9'-11) 14.040 2230 23'-9 T(9'-11) 11.423 2231 16'-5 T(9'-11) 39.029 2232 15'-1 PO(9'-11),C(9'-11) 39.608 2239 20'-0 P0(5-0) 25.631 2253 23'-9 P0(5'-0) 9.655 2256 17-8 P0(7'-5) 26.640 2259 20'-0 PO(5'-0) 25.631 2265 23'-9 P0(5'-0) 9.209 2267 18'-11% PO(5'-0) 26.073 2270 23'-9 PO(5'-0) 8.935 2272 20'-0 P0(5'-0) 25.631 2278 16'-9 PO(T-5),C(7'-5) 27.026 2279 23'-4% PO(9'-11) 33.519 2291 21'-11% P0(5'-0) 12.068 2308 14'-11% T(9'-11) 39.652 2309 13'-7% P0(9'-11) 40.229 2311 20'-6% P0(9'-11) 15.528 2315 21'-11'% T(9'-11) 12.225 2317 18'-11%:, PO(5'-0) 26.073 2320 20'-0 P0(5'-0) 25.631 2322 23'-9 P0(5'-0) 8.848 2329 21'-11'% P0(5'-0) 9.693 2332 18'-11% PO(5'-0) 26.073 2333 20'-0 P0(5-0) 25.631 2336 21'-11'% P0(5'-0) 8.982 2339 20'-0 T(7'-5) 25.631 2340 22'-3 P0(9'-11) 33.890 ge,,0 M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:19AM Page 6 Node Analysis Job Number:PC0318-ARES Report Description:LightIt Hazard #3-Commons 1) Node Elevation(Foot) Fittings Pressure(psi) ' Discharge(gpm) 2367 18'-11'% PO 5'-0 26.073 2369 21-11% PO 5'-0 8.448 2370 20'-0 PO 5'-0 9.741 2380 13'-7 T 9'-11 40.257 2395 12'-3 PO( '- C(9'-11) 26.073 2394 18'-11'/-ll%z PO(5-0)' 26.073 2395 21'-11'% PO 5'-0 8.195 2406 1T5% PO(T-5) 26.718 2407 18'-11'% T(7'-5) 26.073 2415 21'-11% P0(5'-0) 8.140 2416 21'-1'% P0(9'-11) 34.264 2442 18'-11'% PO 5'-0 10.409 2469 16'-7 PO(7'-5) 27.106 2483 12'-1'% T(9'-11) 40.878 2486 10'-10 PO 9'-11 41.451 2518 14-2'% 35.358 _ 2583 17'-1 P016'-5% 26.888 Ell 2657 17-1 P0(16'-5%) 26.888 2660 10'-8% T(9'-11) 41.505 2664 9'-4'% PO 9'-11 ,C 9'-11 42.076 2698 16'-7 PO 7'-5 21.014 2706 19'-7 PO 5'-0 9.795 2707 19'-7 PO(5'-0) 9.207 2708 19'-7 PO(5'-0) 9.046 2743 11'-2 PO 5'-0 29.457 2904 16'-7 P0(7-5) 21.226 2913 17-10% PO 5'-0 13.400 2914 17'-10'% P0(5'-0) 13.169 3079 15'-7'% fT 12'-3'/ 24.737 3107 10'-2'% P0(12'-3%) 29.862 3182 13'-O% PO 7'-5 20.444 3190 15'-8 P0(5'-0) 9.535 3191 15'-8 PO 5'-0 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-0'% PO 7'-5 20.706 3290 13'-5 P0(5'-0) 10.123 3291 13'-5 PO 5'-0 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 PO(4'-3%) 41.695 3368 10'-3 P0(4'-3'%) 41.694 3369 10'-3% PO(4'-3%) 41.686 _ 3371 10'-3% PO 4'-3'% C 4'-3% 41.686 3372 10'-3% PO 4'-3% 41.677 3374 10'-3% PO(4'-3%), C(4'-3%) 41.677 3375 10'-3% fl(11'-5),C(14-3) 41.671 3376 10'-3% 41.671 3377 10'-3'% PO 7'-1'% 41.668 3379 10'-4 PO(T-1%) 41.668 MEI 3380 10'-4 PO(T-1%) 41.660 3382 10'-4 PO 7'-1'% 41.660 3383 10'-4 PO 7-1% 41.652 3385 10'-4 PO 7-1'% 41.651 SI 3414 30'-7% PO(7'-5) 32.857 3438 30'-7% PO(7'-5) 32.857 3439 30'-7% PO 7'-5 32.857 3440 30'-7% P0(12-3%) 32.857 3467 33'-8 PO(5'-0) 31.531 3470 30'-7% P012'-3% 32.857 3477 33'-8 PO 5'-0 31.531 3493 34-1'% PO 7'-5 31.345 3507 34'-1'% PO 7'-5 31.345 3512 31'-7% PO 7'-5 32.428 ( ,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:19AM Page 7 Y�IA1 Node Analysis \ Job Number:PC0318-ARES �III1111iiWii Report Description:Light Hazard #3-Commons 1) Node Elevation(Foot)' Fittings Pressure(psi) Discharge(gpm) 3524 34'-1% P0(7'-5) 31.345 3529 32-8% P0(7'-5) 31.946 3550 32'-8% P0(7'-5) 31.946 3562 30'-0 P0(7'-5) 33.125 3574 32-8% P0(7'-5) 31.946 3604 28'-11 P0(12-3%) 33.592 3648 30'-7'/ PO(12-3''A) 32.857 3691 26'-6 P0(7-5) 34.638 3720 30'-3 P0(9'-11) 33.027 3749 30'-8% P0(7-5) 32.828 3787 30'-7% P0(7.-5) 32.857 3833 30'-3 P0(9'-11) 33.027 3869 30'-8% P0(7'-5) 32.828 3898 30.-7'% P0(7.-5) 32.857 3969 30'-3 P0(9'-11) 33.027 3998 30'-8'% PO(7'-5) 32.828 4008 30'-7'% P0(7'-5) 32.857 4016 30'-3 P0(9'-11) 33.027 4063 30'-0% P0(16'-5'%) 33.114 4078 32'-7 P0(7-5) 32.013 4114 37-7 P0(7'-5) 32.013 4118 32'-7 PO(7'-5) 32.013 4119 32'-7 PO(7-5) 32.013 4125 32'-7 P0(9'-11) 32.013 4179 29'-2% P0(16'-5%) 33.468 4182 31'-5'h P0(9'-11) 32.494 4219 27-11% PO(16'-5'%) 34.022 4233 31'-1% P0(7'-5) 32.645 4253 30'-9 PO(7'-5) 32.802 4255 30'-9 P0(7'-5) 32.802 4257 30'-9 P0(7-5) 32.802 4260 30'-9 P0(9'-11) 32.802 4334 26'-7% P0(16'-5'%) 34.593 4359 29'-7% P0(7'-5) 33.283 4381 29'-7% P0(7'-5) 33.283 4383 29.-7% P0(7'-5) 33.283 4392 29.-7% P0(9'-11) 33.283 4451 28'-4'% P0(7'-5) 33.832 4464 28'-4'% P0(7'-5) 33.832 4471 28'-4% P0(9'-11) 33.832 5089 18'-2'% Spr 38.253 Sprinkler 5090 . 18'-2% Spr 38.253 Sprinkler 5093 18'-2% Spr 38.253 Sprinkler 5107 16'-5 Spr 39.029 Sprinkler 5111 16.-5 Spr 39.029 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 39.029 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5130 14'-11'% Spr 39.652 Sprinkler 5134 19.-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5139 14'-11'% Spr 39.652 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5155 13'-7 Spr 40.257 Sprinkler 5156 19'-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 Spr,fd(21'-0) 7.435 Sprinkler 5164 19'-8 Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 Spr,fd(21'-0) 7.635 Sprinkler 5167 13'-7 Spr 40.257 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler 116,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:19AM Page 8 ill,Node Analysis I Job Number: PC0318-ARES Report Description:Light Hazard #3-Commons 1) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5189 12'-1% Spr 40.878 Sprinkler 5200 12'-1% Spr 40.878 Sprinkler 5248 10'-8'% Spr 41.505 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5269 10'-8'A Spr 41.505 Sprinkler 5339 1T-4% Spr,fd(21'-0) 10.736 Sprinkler 5340 17-4% Spr,fd(21'-0) 10.552 Sprinkler 5407 15'-4% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4% Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4% Spr,fd(21'-0) 7.000 Sprinkler 5418 14'-4% Spr 39.915 Sprinkler 5419 14'-4'% Spr 39.915 Sprinkler 5420 14'-4% Spr 39.915 Sprinkler 5421 14'-414 Spr 39.915 Sprinkler 5422 14'-4% Spr 39.915 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12'-6% Spr 40.700 Sprinkler 5458 12'-6% Spr 40.700 Sprinkler 5459 122-6% Spr 40.700 ' Sprinkler 5460 12'-6%: Spr 40.699 Sprinkler 5461 12'-6% Spr 40.700 Sprinkler 5462 12'-6%TSpr 40.700 Sprinkler (�i,,©M.E PCAD, Inc. iAutoSPRINK 2019 v15.1,23.0 10/11/2021 7:12:19AM Page 9 Idi5 Hydraulic Analysis Job Number.PC0318-ARES Report Description Light Hazard(#3-Commons 1) Pipe Type _Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length to Route 1 DY _ 1.0490 14.82 5.50 120 0.074703 0'-0 Pf 1.195 5166 21'-11'/, 14.82 5.6 7.000 Sprinkler, 16'-0 Pe 2395 2V-11'% 8.195 P0(5'-0),fd(11'-0) 16'-0 Pv BL 1.6820 30.27 4.37 120 0.028101 9'-0 Pf 0.253 2395 21'-11% 15.45 8.195 Flow(q)from Route 3 Pe 2369 21'-11% 8.448 9'-0 Pv BL 1.6820 45.31 6.54 120 0.059281 9'-0 Pf 0.534 2369 21'-11% 15.05 8.448 Flow(q)from Route 2 Pe 2336 21'-11% 8.982 9'-0 Pv BL 1.6820 60.83 8.78 120 0.102221 6'-11'% Pf 0.711 2336 2V-11'% 15.52 8.982 Flow(q)from Route 5 Pa 2329 21'-11% 9.693 6'-11'/, Pv BL 1.6820 76.96 11.11 120 0.157938 6'-1% Pf 2.532 2329 2V-11'% 16.13 9.693 Flow(q)from Route 10 9'-11 Pe 2315 21'-11'% 12.225 T(9'-11) 16'-0Y, Pv BL 1.6820 95.72 13.82 120 0.236438 1'-5Y2 Pf 2.683 2315 21'-11% 18.76 12.225 Flow(q)from Route 15 9'-11 Pe 0.621 2311 20'-8% 15.528 PO(9'-11) 11'-4 Pv CM 2.6350 243.80 14.34 120 0.149785 32'-11 Pt 9.866 2311 20'-6'/, 148.08 15.528 Flow(q)from Route 4 32'-11% Pe 1.493 2657 1T-1 26.888 2P0(16'-5%) 65.-10'%Pv CM 3.2600 243.80 9.37 120 0.053125 109'-1 Pf 7.224 2657 1 T-1 26.888 26'-10% Pe 1.246 2518 14'-2% 35.358 4fE(6'-8%) 136'-0 Pv CM 4.2600 243.80 5.49 120 0.014436 65'-7'% Pf 1.898 2518 14'-2%, 35.358 65'-10 Pa -2.992 2416 21'-1'% 34.264 fT(21'-1),5fE(8'-11%) 131'-5% Pv CM 4.2600 243.80 5.49 120 0.014436 8'-0'% Pf 0.116 2416 21'-1% 34.264 Pe -0.490 2340 22'-3 33.890 8'-0Y,Pv CM 4.2600 243.80 5.49 120 0.014436 8'-0 Pf 0.115 2340 22'-3 33.890 Pe -0.487 2279 23'-4Y2 33.519 8'-0 Pv CM 4.2600 243.80 5.49 120 0.014436 70'-8 Pf 2.176 2279 23'-4% 33.519 80'-0'% Pe 4.384 1850 13'-3 40.079 61E(8'-11%),PO(26'-4) 150'-a%Pv CM 6.3570 243.80 2.46 120 0.002055 65'-8%, Pf 0.316 1850 13'-3 40.079 88'-0 Pe 5.112 801 1'-5'% 45.507 4fE(12-7),P0(3T-8%) 153'-8%Pv CM 6.3570 243.80 2.46 120 0.002055 2'-0 Pt 0.069 801 1'-5'/ 45.507 31.-5 Pe 0.000 15 1'-5'% 45.575 fT(31'-5),BOR 33'-5 Pv UG 6.3570 243.80 2.46 120 0.002055 12'-8% Pf 0.062 15 1'-5% 45.575 17'-7 Pe 2.366 11 -4'-0 48.004 E(1T-7) 30'-3%Pv UG 6.2800 243.80 2.53 140 0.001640 441'-6 Pf 0.760 11 -4'-0 48.004 22'-1 Pe 0.000 5 -4'-0 48.764 2EE(11'-0''/,) 463'-6'/, Pv UG 8.3900 243.80 1.41 140 0.000400 69'-5'% Pf 4.085 5 -4'-0 48.764 30'-6% Pe 3 -4'-0 52.849 BFP(-4.045),E(30'-6%) 100.-0 Pv UG 12.4600 243.80 0.64 140 0.000058 10'-0 Pf 0.006 3 -4'-0 52.849 98.-3% Pe 7 -4'-0 52.856 T(98'-3%) 108'-3% Pv UG 6.2800 243.80 2.53 140 0.001640 10'-0 Pf 0.016 7 -4'-0 52.856 Pe 1 -4-0 52.872 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 343.80 ® Route 2 DY 1.0490 15.05 5.59 120 0.076857 0'-0 Pf 1.230 5159 21'-11% 15.05 5.6 7.218 Sprinkler, 16'-0 Pe 2369 21'-11'% 8.448 PO(5'-0),fd(11'-0) 16'-0 Pv as Route 3 (M©M.E.P.CAD, Inc. '90AuloSPRINK 2019 v15.1.23.0 10/11/2021 7.12:22AM Page 10 m. 111 Hydraulic Analysis Job Number:PC0318-ARES Report Description: Light Hazard(#3-Commons 1) Pipe Type _ Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length AO 1.0490 15.45 5.74 120 0.080748 2'-3'% Pf 0.752 5023 21'-5% 15.45 5.6 7.614 Sprinkler, 7'-0 Pe -0.226 2415 21'-11% 8.140 E(2'-0),PO(5'-0) 9'-3%Pv BL 1.6820 15.45 2.23 120 0.008101 6'-9'% Pf 0.055 2415 21'-11Yz 8.140 Pe 2395 21'-11 V 8.195 6'-9'A Pv • Route 4 DY 1.0490 15.48 5.75 120 0.080995 0'-0 Pf 1.296 5120 23'-9 15.48 5.6 7.639 Sprinkler, 16'-0 Pe 2270 23'-9 8.935 P0(5'-0),fd(11'-0) 16'-0 Pv BL 1.6820 31.57 4.56 120 0.030375 9'-0 Pf 0.273 2270 23'-9 16.09 8.935 Flow(q)from Route B Pe 2265 23'-9 9.209 9'-0 Pv BL 1.6820 47.28 6.83 120 0.064138 6'-11'% Pf 0.446 2265 23'-9 15.72 9.209 Flow(q)from Route 6 Pe 2253 23'-9 9.655 6'-11'V Pv BL 1.6820 63.38 9.15 120 0.110283 6'-1'% Pf 1.768 2253 23'-9 16.10 9.655 Flow(q)from Route 9 9'-11 Pe 2230 23'-9 11.423 T(9'-11) 16'-0'%Pv BL 1.6820 81.58 11.78 120 0.175903 1'-5% Pf 1.996 2230 23'-9 18.19 11.423 Flow(q)from Route 14 9'-11 Pe 0.621 2228 22'-4 14.040 P0(9'-11) 11'-4 Pv CM 2.6350 148.08 8.71 120 0.059551 12'-0 Pf 0.715 2228 27-4 66.51 14.040 Flow(q)from Route 7 Pe 0.774 2311 20'-6'% 15.528 12'-0 Pv GI Route 5 DY 1.0490 15.52 5.76 120 0.081387 0'-0 Pf 1.302 5144 21'-11'% 15.52 5.6 7.680 Sprinkler, 16'-0 Pe 2336 21'-11'% 8.982 PO(5'-0),fd(11'-0) 16'-0 Pv go Route 6 DY 1.0490 15.72 5.83 120 0.083310 0'-0 Pf 1.333 5116 23'-9 15.72 5.6 7.876 Sprinkler, 16'-0 Pe 2265 23'-9 9.209 PO(5'-0),fd(11'-0) 16'-0 Pv so Route 7 DY 1.0490 16.08 5.97 120 0.086919 0'-0 Pf 1.391 5096 25'-9 16.08 5.6 8.245 Sprinkler, 16'-0 Pe 0.102 2194 25'-6% 9.738 PO(5'-0),fd(11'-0) 16.-0 Pv BL 1.6820 16.08 2.32 120 0.008720 9'-0 Pf 0.078 2194 25.-6% 9.738 Pe 2177 25'-6% 9.816 9'-0 Pv BL 1.6820 32.23 4.65 120 0.031555 6'-11% Pf 0.220 2177 25-6% 16.15 9.816 Flow(q)from Route 11 Pe 2169 25'-6'% 10.036 6'-11%Pv BL 1.6820 48.56 7.01 120 0.067365 6'-1'% Pf 1.080 2169 25.-6'% 16.33 10.036 Flow(q)from Route 12 9'-11 Pe 2166 25'-6'% 11.115 T(9.-11) 16'-0'% Pv BL 1.6820 66.51 9.60 120 0.120557 1'-5V Pf 1.368 2166 25'-6'Y 17.95 11.115 Flow(q)from Route 13 9'-11 Pe 0.621 2165 24'-1 13.104 p0(9'-11) 11'-4 Pv CM 2.6350 66.51 3.91 120 0.013545 12'-0 Pf 0.162 2165 24'-1 13.104 Pe 0.773 2228 22'-4 14.040 12'-0 Pv e. Route 8 AO 1.0490 16.09 5.97 120 0.087028 2'-3'Y Pf 0.808 5008 23'-3 16.09 5.6 8.256 Sprinkler, 7'-0 Pe -0.217 2322 23.-9 8.848 E(2'-0),PO(5'-0) 9'-3% Pv BL 1.6820 16.09 2.32 120 0.008731 10'-0 Pf 0.087 2322 23'-9 8.848 Pe 2270 23'-9 8.935 10'-0 Pv ® Route 9 DY 1.0490 16.10 5.98 120 0.087080 0'-0 Pf 1.393 5112 23'-9 16.10 5.6 8.262 Sprinkler, 16'-0 Pe 2253 23'-9 9.655 PO(5'-0),fd(11'-0) 16'-0 Pv ® Route 10 DY 1.0490 16.13 _ 5.99 120 0.087400 0'-0 Pf 1.398 5138 21'-11Yz 16.13 5.6 8.295 Sprinkler, 16'-0 Pe 2329 21'-11V 9.693 PO(5'-0) fd(11'-0) 16'-0 Pv e n Route 11 k©M.E.P.CAD,Inc. ?(r AutoSPRINK 2019 v15.1 23 0 10/11/2021 7:12:22AM Page 11 - _, Hydraulic Analysis Job Number: PC0318-ARES Report Description:Light Hazard(#3-Commons 1) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY __ 1.0490 16.15 _ _ 5.99 120 0.087581 0'-0 Pf 1.401 5094 25'-9 16.15 5.6 8.313 Sprinkler, 16'-0 Pe 0.102 2177 25'-6% 9.816 PO(5'-O),fd(11'-O) 16'-0 Pv es Route 12 DY 1.0490 16.33 6.06 120 0.089431 0'-0 Pf 1.431 5092 25'-9 16.33 5.6 8.503 Sprinkler, 16'-0 Pe 0.102 2169 25'-6% 10.036 P0(5'-0),fd(11'-0) 16'-0 Pv es Route 13 AO 1.0490 17.95 6.66 120 0.106553 1'-7% Pf 0.921 5091 25'-0 17.95 5.6 10.276 Sprinkler, 7-0 Pe -0.226 2163 25'-6'% 10.971 E(2'-0),PO(5'-0) 8'-7'%Pv BL 1.6820 17.95 2.59 120 0.010690 3'-7% Pf 0.144 2163 25'-61,4 10.971 9'-11 Pe 2166 25'-6% 11.115 T(9'-11) 13'-6 Pv C. Route 14 AO 1.0490 18.19 6.75 120 0.109240 1'-7V Pt 0.944 5108 23'-2'% 18.19 5.6 10.557 Sprinkler, 7'-0 Pe -0.226 2227 23'-9 11.275 E(2'-0),PO(5'-0) 8'-7%Pv BL 1.6820 18.19 2.63 120 0.010959 3'-7 Pf 0.148 2227 23'-9 11.275 9'-11 Pe 2230 23'-9 11.423 T(9'-11) 13'-6 Pv es Route 15 AO 1.0490 18.76 6.96 120 0.115559 2'-3'Y2 Pf 1.076 5132 21'-5% 18.76 5.6 11.218 Sprinkler, 7'-0 Pe -0.226 2291 21'-11% 12.068 E(2'-0),PO(5'-0) 9'-314 Pv BL 1.6820 18.76 2.71 120 0.011593 3'-7 Pf 0.157 2291 21'-11'% 12.068 9'-11 Pe 2315 21'-11'% 12.225 T(9'-11) 13'-6 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier / Actual Inside Diameter 4,87 Value Of C a 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 [4 0 M.E.P.CAD, Inc. 1M AutoSPRINK 2019 v15.1.23.0 10/11/2021 7.12:22AM Page 12 45 Hydraulic Analysis Job Number:PC0318-ARES RI Report Description:Light Hazard(#3-Commons 1) 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 BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pt Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11/.° Elbow points Ee2 22Y2° Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap dt,©M.E.P.CAD, Inc. ;lyAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:12:22AM Page 13 1 I,i Hydraulic Summary Job Number:PC0318-ARES Report Description:Light Hazard(#4-Commons 2) Job Jab Number I Design Engineer PC0318 Tim Carpenter Job Name: State Cerldiatlon/Llana Number Art Rutkin Elementary School 67508 Address t AVM 15600 SW River Terrace Blvd. City of Tigard Address 2 Jab Sae/Building - - Tigard,OR 97224 Art Rutkin Address 3 - - -. Drawing Name Art Rutkin-FP.cad System Remote Area(s) Most Demanding Sprinkler Data Occupancy Job Suddo 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Nose Allowance At Source 100.00 D«e0 Area a00ff2ban Atl100.dltIonel Hose Sundial 0.10gpm/fr 1500fr(Actual 1530fr) Number Of Sprinklers Calculates Number 01 Noel«Calculate[ Coverage Per Sprinkler Node Flow(gom) 18 0 111ft' Of 77506 PE 3 ti Teal Has Streams 10-13-2021 100.00 OREGON System Flow Demand Total Water Required(Including HaeAilowence) 283.85 383.85 .1 v Metlmum Pr«sure Unbalance In Loops `'� ✓9 N io 1����Q' 0.000 �� L. 0 Maximum Velocity Above Ground 13.79 between nodes 2416 and 2434 EXPIRATION DATE:d2/31/2022 Maximum Velocity Under Ground 2.94 between nodes 5 and 11 Volume capably of Wet Pleas Volume capacity of Dry Pipes 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (Psi) (Psi) @ (9Pm) (Psi) W (gpm) (Psi) (psi) 1 Water Supply 100.00 88.000 20.000 I 550.00 53.043 383.85 44.709 8.333 Contractor CantractorNumber Contact Name Contact Tele 24PCO244 Tim Carpenter Designer Names,Contractor: Phone Extension Cosco Fire Protection 360-883-6383 11915 Address t - FAX 2501 SE Columbia Way#100 360-883-6390 Address _ Email Vancouver,WA 98661 tcarpenter@coscofire.com Address 3 -Web-Ella www.coscofire.com gA,©M.E.P.CAD, Inc. eAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:30AM Page 1 41 Hydraulic Graph ` Job Number:PC0318-ARES Report Description Light Hazard(#4-Commons 2) Water Supply at Node 1 100 90 -Static Pressure 88.000 Al 80 \ , . 70 60 Q ai. 50 E 283.85 44.709 -a38. 3.85 with hose streams 40 30 System demand curve li, \o@20.000 10tiLLI0ttiti Illuull IIIII I I l l l l I I I I I I I I t I I I I t t I I l I I I I I I I I l I I I t I I I 11 I I I I I l 1 I 1 1150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Statk:Pressure -- -- - - 88.000 Residual:Pressure 20.000(M 550.00 Available Pressure at Time of Test 53.043 @ 383.85 syetaaDem.a -- - — - — --- _-- _.--44.709 @ 283.85 System Danaa°Mduds;Mae.aaance et Same) 44.709 @ 383.85 D(b,©M.E,P.CAD, Inc. 1.AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:32AM Page 2 Hydraulic Graph ` Job Number:PC0318-ARES Report Description:Light Hazard(#4-Commons 21 BOR 100 -Static Pressure 88.000 80 70 80 N t 50 a, N a` 40 ® - 283.85 7 37.272 i 383.85 with hose streams 30 ystem demand curve 50.00 @ 20.000 20 10 0 -s11III11111 111111111 111111111 1 1111111 I I I I I I I I I 11 1 1 1 1 1 1 1 t I 1 I I 1 1 1 1 11 I I I 1 1 1 1 _I 1 1 1 1 1 1 1 1 Q150 3W 450 800 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static'Pressure N/A Residual Pressure N/A Available Pressure at Time ordeal N/A 37.272 @ 283.85 System Deea,e(Including Hmrhibeanca el Surma) _. 37.272 @ N/A f,©M.E.P.CAD,Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:32AM Page 3 11 Summary Of Outflowing Devices Job Number: PC0318-ARES Report Description Light Hazard(#4-Commons 2) Actual Flow Minimum Flow ' K-Factor Pressure Device (gpm) (9Pm) (K) (Psi) Sprinkler 5124 14.87 11.10 5.6 7.054 _ Sprinkler 5125 15.08 11.10 5.6 7.248 _ Sprinkler 5126 15.50 11.10 5.6 7.663 Sprinkler 5127 16.22 11.10 5.6 8.384 Sprinkler 5128 17.27 11.10 5.6 9.508 Sprinkler 5148 14.95 11.10 5.6 7.124 Sprinkler 5149 15.00 11.10 5.6 7.179 Sprinkler 5150 15.21 11.10 5.6 7.376 Sprinkler 5151 15.64 11.10 5.6 7.799 Sprinkler 5152 16.36 11.10 5.6 8.532 Sprinkler 5153 17.42 11.10 5.6 9.674 Sprinkler 5174 15.10 11.10 5.6 7.269 Sprinkler 5175 15.16 11.10 5.6 7.325 Sprinkler 5176 15.36 11.10 5.6 7.526 Sprinkler 5177 15.80 11.10 5.6 7.956 Sprinkler 5178 16.52 11.10 5.6 8.704 Sprinkler 5179 17.59 11.10 5.6 9.868 14, Sprinkler 5905 14.82 11.10 5.6 7.000 c Most Demanding Sprinkler Data k.©M.E.P.CAD, Inc. q(iAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13 34AM Page 4 N�lll� Node Analysis I Job Number: PC0318-ARES �l Report Description:Light Report Description:Light Hazard,#4-Commons 21 Node Elevation(Foot) Fittings Pressure(psl) Dischan)e(gpm) _ 801 1'-5'4 PO(21.- %) 37.181 901 12'-8'% PO(9.-11),C(9.-11) 32.395 922 12.-0 P0(9'-11) _ 32.702 942 12'-6 P0(12'-3%z) 32.491 999 _ 12'-3 PO(T5) 32.593 1014 1'-5% PO(20.-2) 37.175 1190 12'-8Y: PO(T-5),C(7.-5) 32.395 1211 12.-0 P0(9'-11) 32.702 1253 12.-6 P0(12'-3%) 32.491 1316 12'-8'% PO(T-5),C(7.-5) 32.395 1335 12'-0 P0(9.-11) 32.702 1410 12.-6 P0(12-3%) 32.491 1518 11.-4% PO(16'-5%) 32.885 1529 11.-0% PO(14'-3) 33.023 1532 12'-6 P0(7-5) 32.491 1570 12.-8% PO(T-5),C(7.-5) 32.395 1582 13'-10% PO(T-5) 31.882 _ 1586 13.-10% PO(T-5) 31.882 1590 13'-10% P0(7.-5) 31.882 1594 13'-10'A P0(7.-5) 31.882 1597 12'-0 P0(9.-11) 32.702 1642 12'-0 P0(5'-0) 32.702 1660 12'-3 P0(16.-5/a) 32.593 1671 12.-8% PO(12'-3%) 32.395 1701 13'-8% P0(7-5) 31.961 1704 12'-3 PO(16'-5%) 32.593 1709 12-3 P0(12'-3%) 32.593 1742 12.-3 P0(16'S%) 32.593 1809 12.-3 PO(7-5) 32.593 1814 12'-811 P0(9'-11) 32.395 1827 14'-O% PO(T-5) 31.810 1831 14'-014 P0(7-5) 31.810 1835 12'-0 P0(9'-11) 32.702 1836 14.-0%z T(7.-5) 31.810 1850 13.-3 P0(26.-4) 31.650 1866 12'-3 PO(7'-5) 32.593 1887 12'-3 P0(7.-5) 32.593 1908 12.-3 P0(7'-5) 32.593 1930 12.-8% P0(9.-11) 32.395 1964 14'-0'% PO(7'-5) 31.810 1968 14'-0'% PO(T-5) 31.810 - 1972 12-0 P0(9'-11) 32.702 2040 12.-0 P0(9'-11) 32.702 2062 12.-3 P0(7.-5) 32.593 2076 12'-3 P0(7.-5) 32.593 2087 12'-8% P0(7-5) 32.395 2160 18'-2% T(9'-11) 29.927 2161 16'-10 P0(9'-11),C(9'-11) 30.509 2163 25'-6% POW-0) 10.971 2165 24'-1 P0(9.-11) 13.104 2166 25'-6'% T(9'-11) 11.115 2169 25'-6% P0(5'-0) 10.036 2177 25'-6'% PO(5'-0) 9.816 2194 26-6% P0(5'-0) 9.738 2227 23'-9 P0(5'-0) 11.275 2228 27-4 P0(9'-11) 14.040 2230 23'-9 T(9.-11) 11.423 2231 16'-5 7(9'-11) 30.703 2232 15.-1 PO(9'-11),C(9.-11) 31.282 2239 20'-0 P0(5'-0) 25.755 2253 23.-9 P0(5.-0) 9.655 2256 17'-8 P0(7-5) 26.764 ,©M.E.P.CAD,Inc. ®AutoSPRINK2019v15.1.23.0 10/11/2021 7:13:36AM Page 5 1- Node Analysis I Job Number:PC0318-ARES Report Description:Light Hazard #4-Commons 2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2259 20.-0 P0(5'-0) 25.755 2265 23'-9 P0(5.-0) 9.209 2267 18.-11'% P0(5'-0) 26.197 2270 23'-9 PO(5'-0) 8.935 2272 20'-0 P0(5'-0) 25.755 2278 16'-9 PO(7'-5), C(7'-5) 27.150 2279 23'-4'% P0(9'-11) 24.384 2291 21-11% P0(5'-0) 12.068 2293 24'-3% P0(5'-0) 8.954 2294 24.-3'% P0(5-0) 9.021 2295 24'-3''h PO(5'-0) 9.265 2296 24'-3'% P0(5'-0) 9.787 2297 24'-3%z P0(5'-0) 10.691 2298 24'-3% P0(5.-0) 12.098 2308 14'-11'% T(9'-11) 31.327 2309 13'-7% P0(9'-11) 31.904 2311 20'-6% P0(9'-11) 15.528 2315 21-11% 1(9.-11) 12.225 2317 18.-11'% P0(5.-0) 26.197 2320 20.-0 PO(5.-0) 25.755 2322 23.-9 P0(6-0) 8.848 2329 21'-11'% P0(5'-0) 9.693 2332 18'-11'%z P0(5'-0) 26.197 2333 20'-0 P0(5-0) 25.755 2336 21.-11% P0(5'-0) 8.982 2339 20.-0 T(7-5) 25.755 2340 22'-3 P0(9'-11) 24.797 2352 23'-2% P0(5'-0) 9.120 2353 23'-2% P0(5.-0) 9.189 2354 23'-2% PO(5'-0) 9.437 2355 23.-2'% P0(5'-0) 9.967 2356 23'-2'% P0(5'-0) 10.886 2357 23.-2'% P0(5'-0) 12.316 2367 18'-11% P0(5.-0) 26.197 2369 21.-11% P0(5'-0) 8.448 2370 20'-0 P0(5'-0) 9.741 2380 13.-7 T(9'-11) 31.931 2385 12.-3 PO(9'-11),C(9.-11) 32.506 2394 18'-11% P0(5.-0) 26.197 2395 21-11% P0(5.-0) 8.195 2406 17'-5''h PO(7.-5) 26.843 1 -4'-0 S 44.709 283.85 5124 24.-4 Spr(-7.054),fd(21'-0) 7.054 14.87 5125 24'-4 Spr(-7.248),fd(21'-0) 7.248 15.08 5126 24.-4 Spr(-7.663),fd(21'-0) 7.663 15.50 5127 24'-4_ Spr(-8.384),fd(21'-0) 8.384 16.22 5128 24.-4 Spr(-9.508),fd(21-0) 9.508 17.27 5148 23'-3 Spr(-7.124),fd(21'-0) 7.124 14.95 5149 23'-3 Spr(-7.179),fd(21'-0) 7.179 15.00 5150 23'-3 Spr(-7.376),fd(21'-0) 7.376 15.21 5151 23'-3 Spr(-7.799),fd(21'-0) 7.799 15.64 5152 23'-3 Spr(-8.532),fd(21'-0) 8.532 16.36 5153 23.-3 Spr(-9.674),fd(21'-0) 9.674 17.42 5174 2Z-1% Spr(-7.269),fd(21-0) 7.269 15.10 5175 22-1% Spr(-7.325),fd(21'-0) 7.325 15.16 5176 22'-1'/ Spr(-7.526),fd(21'-0) 7.526 15.36 5177 22.-1'%z Spr(-7.956),fd(21-0) 7.956 15.80 5178 27-1% Spr(-8.704),fd(21'-0) 8.704 16.52 5179 22'-1% Spr(-9.868),fd(21-0) 9.868 17.59 5905 24'-4 Spr(-7.000),fd(21-0) 7.000 14.82 3 -4'-0 E(30'-6%) 44.679 5 -4.-0 C(59'-4%) 40.728 Le M.E.P.CAD, Inc. IIAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:36AM Page 6 ill Node Analysis Job Number:PC0318-ARES Description:Li Reportght Hazard #4-Commons 2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 7 -4'-0 T(98'-3%) 44.687 11 -4'-0 39.721 15 1'-5% fT(31'-5),BOR 37.272 149 12'-6 PO(T-5) 32.478 169 13'-10 P0(7-5) 31.907 183 12'-6 P0(7'-5) 32.478 187 13'-10 P0(7-5) 31.907 209 13'-8% PO(T-5) 31.961 236 12.-6 PO(T-5) 32.478 237 13'-10 T(7'-5) 31.907 243 13'-8'A PO(7'-5) 31.961 250 13'-10 PO 7-5 31.907 273 13'-10 PO 7-5 31.907 338 13'-10 PO 7-5 31.907 373 12.-3 PO 7'-5 32.593 375 13'-10 PO T-5 31.907 382 13'-7 PO(7'-5) 32.011 429 13'-7 P0(7'-5) 32.011 522 12'-3 P0(9'-11) 32.593 543 13'-7 PO 7'-5 32.011 589 13'-7 PO(T-5) 32.011 671 12'-3 PO T-5 32.593 728 2'-1 37.001 2407 18'-11% T 7'-5 26.197 2415 21'-11'% PO 5'-0 8.140 2416 21'-1'% P0(9'-11) 25.267 2429 22-0% PO 5'-0 9.304 2430 22'-0% PO 5'-0 9.374 2431 22'-0% PO(5'-0) 9.626 2432 22'-0'% PO 5.-0 10.166ill 2433 22'-0% PO 5'-0 11.103 2434 22-0% P0(5'-0) 12.559 2442 18'-11% PO 5'-0 10.409 2469 16'-7 PO 75 27.230 E_ 2483 12-1'% T 9'-11 32.552 24861 0 PO 9'-11 33.125 2518 18 14'-2% 28.258 2583 1 T-1 PO 16'5'% 27.012 2657 17-1 P016'5'% 27.012 2660 10'-8% T(9'-11) 33.179 2664 9'-4'% PO(9'-11),C(9.-11) 33.750 2698 16'-7 PO 7'-5 21.014 2706 19'-7 P0(5-0) 9.795 2707 19'-7 P0(5.-0) 9.207 2708 19'-7 P0(5'-0) 9.046 2743 11.-2 PO(5'-0) 29.581 2904 16'-7 PO(7'-5) 21.226 2913 17'-10'/% P0(5'-0) 13.400 2914 17'-10'% P0(5-0) 13.169 3079 15'-734 fT(12-3%) 24.737 3107 10'-2% PO(12'-3%) 29.987 3182 13'-0% P0(7-5) 20.444 3190 16-8 P0(5'-0) 9.535 3191 15'-8 PO 5'-0 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-O% P0(7'-5) 20.706 3290 13'-5 P0(5'-0) 10.123 3291 13'-5 PO 5'-0 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 P0(4'-3%) 33.369 3368 10'-3 P0(4'-3%) 33.368 3369 10'-3'/s PO(4'-3%) 33.360 [;,©M.E.P.CAD, Inc. II AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:36AM Page 7 Node Analysis Job Number:PC0318-ARES Report Description:Light Hazard,#4-Commons 2) Node Elevation(Foot) Fittings Pressure(psi) Diseharge(gpm) 3371 10'-3% PO(4'-3%), C(4'-3%) 33.360 3372 10'-3% PO(4'-3%) 33.351 3374 10'-3'% PO(4'-3%),C(4'-3%) 33.351 3375 10'-3% ff(11'-5),C(14'-3) 33.346 3376 10'-3Y, 33.345 3377 10'3% P0(7'-1%) 33.343 3379 10'-4 PO(T-1%) 33.342 3380 10.-4 P0(7'-1%) 33.334 3382 10'-4 P0(7'-1%) 33.334 3383 10'-4 P0(7'-1%) 33.326 3385 10'-4 PO(T-1%) 33.325 3414 30'-7% P0(7'-5) 24.530 3438 30'-7% P0(7'-5) 24.530 3439 30'-7% P0(7'-5) 24.530 3440 30'-7% PO(12'-3Y,) 24.530 3467 33'-8 P0(5.-0) 23.204 3470 30'-7% PO(12'-3%) 24.530 3477 33'-8 P0(5.-0) 23.204 3493 34'-1% P0(7'-5) 23.018 3507 34'-1% P0(7-5) 23.018 3512 31'-7% PO(T-5) 24.100 3524 34'-1N P0(7'-5) 23.018 3529 32'-8'% P0(7'-5) 23.619 3550 32'-8'A PO(T-5) 23.619 3562 30'-0 P0(7-5) 24.797 3574 32'-814 P0(7'-5) 23.619 3604 28'-11 P0(12'3%) 25.265 3648 30'-7% P0(12'3%) 24.530 3691 26'-6 P0(7'-5) 26.311 3720 30'-3 P0(9'-11) 24.700 3749 30'-8% P0(7'-5) 24.501 3787 30'-7% P0(75) 24.530 3833 30'-3 P0(9'-11) 24.700 3869 30'-8% P0(7'-5) 24.501 3898 30'-7% P0(7'-5) 24.530 3969 30'-3 P0(9'-11) 24.700 3998 30'-S% PO(T-5) 24.501 4008 30'-7% PO(T-5) 24.530 4016 30'-3 P0(9'-11) 24.700 4063 30'-0'% P0(1655'%) 24.787 4078 32'-7 P0(7'-5) 23.686 4114 32'-7 P0(7'-5) 23.686 4118 32.-7 P0(7'-5) 23.686 4119 32'-7 P0(7'-5) 23.686 4125 32'-7 P0(9'-11) 23.686 4179 29'-2% P0(16'-5%) 25.141 4182 31'-5% P0(9'-11) 24.167 4219 27-11% P0(18'-5%) 25.694 4233 31'-1'% PO(T-5) 24.318 4253 30'-9 P0(7-5) 24.474 4255 30'-9 PO(T-5) 24.474 4257 30'-9 P0(7'-5) 24.474 4260 30'-9 P0(9'-11) 24.474 4334 26'-7% P0(16.5%) 26.266 4359 29'-7% P0(7'-5) 24.956 4381 29'-7% P0(7-5) 24.956 4383 29'-7% P0(7-5) 24.956 4392 29'-7'% P0(9'-11) 24.956 4451 25-4% P0(7-5) 25.505 4464 25-4% PO(T-5) 25.505 4471 25-4% P0(9.-11) 25.505 5008 23'-3 Spr 8.256 Sprinkler atv©M.E.P.CAD, Inc. II AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:36AM Page 8 N��I� Node Analysis I Job Number:PC0318-ARES �Il' Ifll Report Description:Light Hazard #4-Commons 2) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5023 21'-5% Spr 7.614 Sprinkler 5089 18'-2% Spr 29.927 Sprinkler 5090 18'-2% Spr 29.927 Sprinkler 5091 25'-0 Spr 10.276 Sprinkler 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5093 18'-2% Spr 29.927 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5107 16'-5 Spr 30.703 Sprinkler 5108 23'-2'% Spr 10.557 Sprinkler 5111 16'-5 Spr 30.703 Sprinkler 5112 23'-9 Spr,fd(11'-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 30.703 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5130 14'-11'% Spr 31.327 Sprinkler 5132 21'-5% Spr 11.218 Sprinkler 5134 19'-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5138 2V-11% Spr,fd(11'-0) 8.295 Sprinkler 5139 14'-11% Spr 31.327 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5144 21'-11'% Spr,fd(11'-0) 7.680 Sprinkler 5155 13'-7 Spr 31.931 Sprinkler 5156 19'-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 Spr,fd(21'-0) 7.435 Sprinkler 5159 21'-11'% Spr,fd(11'-0) 7.218 Sprinkler 5164 19'-8 Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 Spr,fd(21'-0) 7.635 Sprinkler 5166 21'-11% Spr,fd(11'-0) 7.000 Sprinkler 5167 13'-7 Spr 31.931 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler 5189 12'-1% Spr 32.552 Sprinkler 5200 12'-1'% Spr 32.552 Sprinkler 5248 10'-8%a Spr 33.179 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21-0) 7.150 Sprinkler 5269 10'-8'% Spr _ 33.179 Sprinkler 5339 17'-4h Spr,fd(21'-0) 10.736 Sprinkler 5340 17-4% Spr,fd(21'-0) 10.552 Sprinkler 5407 15.-4'% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4% Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4'% Spr,fd(21'-0) 7.000 Sprinkler 5418 14'4% Spr 31.590 Sprinkler 5419 14'-4% Spr 31.590 Sprinkler 5420 14'-4'% Spr 31.589 Sprinkler 5421 14'-4% Spr 31.590 Sprinkler 5422 14'_4'/ Spr 31.590 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12'-6% Spr 32.374 Sprinkler 5458 12'-6'% Spr 32.374 Sprinkler 5459 12'-6'% Spr 32.374 Sprinkler 5460 147-6% Spr 32.374 Sprinkler 5461 12'-6'% Spr 32.374 Sprinkler 5462 12'-6'/2 Spr 32.374 Sprinkler [es,®M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:36AM Page 9 �: Hydraulic Analysis I Job Number: PC0318-ARES Report Description:Li ht Hazard(#4-Commons 2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 DY 1.0490 14.82 5.50 120 0.074703 0'-0 Pf 1.942 5905 24'-4 14.82 5.6 7.000 Sprinkler, 26'-0 Pe 0.012 2293 24'-3% 8.954 P0(5'-0),fd(21'-0) 26'-0 Pv BL 1.6820 14.82 2.14 120 0.007495 9'-0 Pf 0.067 2293 24'-3!4 8.954 Pe 2294 24'-3Y3 9.021 9'-0 Pv BL 1.6820 29.69 4.29 120 0.027113 9'-0 Pf 0.244 2294 24'-3'Y, 14.87 9.021 Flow(q)from Route 2 Pe 2295 24'-3% 9.265 9'-0 Pv BL 1.6820 44.77 6.46 120 0.057959 9'-0 Pf 0.522 2295 24'-3'% 15.08 9.265 Flow(q)from Route 5 Pe 2296 24'-3'Y 9.787 9'-0 Pv BL 1.6820 60.27 8.70 120 0.100471 9.-0 Pf 0.904 2296 24'-3% 15.50 9.787 Flow(q)from Route 10 Pe 2297 24'-3'h 10.691 9'-0 Pv BL 1.6820 76.48 11.04 120 0.156127 9'-0 Pf 1.407 2297 24'-3% 16.22 10.691 Flow(q)from Route 13 Pe 2298 24'-3% 12.098 9'-0 Pv BL 1.6820 93.75 13.54 120 0.227528 24'-111h Pf 11.876 2298 24'-3Y 17.27 12.098 Flow(q)from Route 16 2T-2'% Pe 0.410 2279 23'-4% 24.384 LtE(2'-5%),E(4'-11'A),T(9'-11), 52-2%Pv PO(9'-11) CM 4.2600 283.85 6.39 120 0.019127 70'-8 Pf 2.883 2279 23.-4% 190.10 24.384 Flow(q)from Route 3 80'-0'% Pe 4.384 1850 13'-3 31.650 6fE(8'-1114),PO(26'-4) 150'-8'%Pv CM 6.3570 283.85 2.87 120 0.002723 65'-8'% Pf 0.419 1850 13'-3 31.650 88'-0 Pe 5.112 801 1'-5'% 37.181 4fE(12'-7),PO(3T-8%) 153.-8%Pv CM 6.3570 283.85 2.87 120 0.002723 2'-0 Pt 0.091 801 1'-5'% 37.181 31'-5 Pe 0.000 15 1'-5'% 37.272 fT(31'-5),BOR 33.-5 Pv UG 6.3570 283.85 2.87 120 0.002723 12'-8% Pt 0.083 15 1'-5'% 37.272 17'-7 Pe 2.366 11 -4'-0 39.721 E(1T-7) 30'-3%Pv UG 6.2800 283.85 2.94 140 0.002172 441'-6 Pf 1.007 11 -4'-0 39.721 22'-1 Pe 0.000 5 -4'-0 40.728 2EE(11'-0%) 463'-6'%Pv UG 8.3900 283.85 1.65 140 0.000530 69'-5'% Pf 3.951 5 -4'-0 40.728 30'-6'% Pe 3 -4'-0 44.679 BFP(-3.898),E(30'-6Ys) 100'-0 Pv UG 12.4600 283.85 0.75 140 0.000077 10.-0 Pf 0.008 3 -4'-0 44.679 98'-3'% Pe 7 -4'-0 44.687 T(98'-3%) 108'-3%Pv UG 6.2800 283.85 2.94 140 0.002172 10'-0 Pf 0.022 7 -4'-0 44.687 Pe 1 -4.-0 44.709 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 383.85 an Route 2 DY 1.0490 14.87 5.52 120 0.075233 0'-0 Pf 1.956 5124 24'-4 14.87 5.6 7.054 Sprinkler, 26'-0 Pe 0.012 2294 24'-3% 9.021 PO(5'-0),fd(21'-0) 26'-0 Pv • Route 3 DY 1.0490 14.95 5.55 120 0.075930 0'-0 Pf 1.974 5148 23'-3 14.95 5.6 7.124 Sprinkler, 26'-0 Pe 0.022 2352 23'-2'% 9.120 PO(5'-0),fd(21'-0) 26-0 Pv BL 1.6820 14.95 2.16 120 0.007618 9'-0 Pf 0.069 2352 23'-2% 9.120 Pe 2353 23'-2% 9.189 9'-0 Pv BL 1.6820 29.95 4.32 120 0.027559 9'-0 Pf 0.248 2353 23'-2% 15.00 9.189 Flow(q)from Route 4 Pe 2354 23'-2% 9.437 9'-0 Pv BL 1.6820 45.16 6.52 120 0.058910 9'-0 Pf 0.530 2354 23'-2% 15.21 9.437 Flow(q)from Route 8 Pe 2355 23'-2'% 9.967 9'-0 Pv k,®M.E.P.CAD, Inc. qliAutoSPRINK2019v15.1.23.0 10/11/2021 7:13:39AM Page 10 111,Hydraulic Analysis 1 Job Number:PC0318-ARES Report Description Light Hazard(#4-Commons 2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length BL 1.6820 60.80 8.78 _ 120 0.102117 9-0 Pf 0.919 2355 23'-2% 15.84 9.967 Flow(q)from Route 11 Pe 2356 23'-2% 10.886 9'-0 Pv BL 1.6820 77.16 11.14 120 0.158681 9'-0 Pf 1.430 2356 23'-2% 16.36 10.886 Flow(q)from Route 14 Pe 2357 23'-2% 12.316 9'-0 Pv BL 1.6820 94.57 13.66 120 0.231242 24'-11% Pf 12.069 2357 23'-2% 17.42 12.316 Flow(q)from Route 17 27'-2% Pe 0.412 2340 22'-3 24.797 LiE(2'-5'/z),E(4'-11Yz),T(9'-11), 52'" Pv PO(9'-11) CM 4.2600 190.10 4.28 120 0.009111 8'-0 Pf 0.073 2340 22'-3 95.53 24.797 Flow(q)from Route 6 Pe -0.487 2279 23'-4% 24.384 8'-0 Pv • Route 4 DY 1.0490 15.00 5.57 120 0.076468 0'-0 Pf 1.988 5149 23'-3 15.00 5.6 7.179 Sprinkler, 26'-0 Pe 0.022 2353 23'-2'A 9.189 P0(5'-0),fd(21'-0) 26'-0 Pv • Route 5 DY 1.0490 15.08 5.60 120 0.077148 0'-0 Pf 2.006 5125 24'-4 15.08 5.6 7.248 Sprinkler, 26'-0 Pe 0.012 2295 24'-3'% 9.265 PO(5'-0),fd(21'-0) 26'-0 Pv • Route 6 DY 1.0490 15.10 5.60 120 0.077356 0'-0 Pf 2.011 5174 22'-1'/z 15.10 5.6 7.269 Sprinkler, 26'-0 Pa 0.023 2429 22'-0'% 9.304 PO(5'-0),fd(21'-0) 26'-0 Pv BL 1.6820 15.10 2.18 120 0.007761 9'-0 Pf 0.070 2429 22'-0'/z 9.304 Pe 0.000 2430 22'-0% 9.374 9'-0 Pv BL 1.6820 30.25 4.37 120 0.028076 9'-0 Pf 0.253 2430 22-0% 15.16 9.374 Flow(q)from Route 7 Pe 0.000 2431 22'-0'% 9.626 9'"0 Pv BL 1.6820 45.62 6.59 120 0.060016 9-0 Pf 0.540 2431 22'-0% 15.36 9.626 Flow(q)from Route 9 Pe 0.000 2432 22'-O'% 10.166 9'-0 Pv BL 1.6820 61.41 8.87 120 0.104031 9'-0 Pf 0.936 2432 27-0'% 15.80 10.166 Flow(q)from Route 12 Pe 0.000 2433 22'-0'% 11.103 9'-0 Pv BL 1.6820 77.93 11.25 120 0.161650 9'-0 Pf 1.457 2433 22'-0'% 16.52 11.103 Flow(q)from Route 15 Pe 0.000 2434 22'-0'/z 12.559 9'-0 Pv BL 1.6820 95.53 13.79 120 0.235558 24'-11'% Pf 12.295 2434 22'-0% 17.59 12.559 Flow(q)from Route 18 2T-2% Pe 0.413 2416 21'-1% 25.267 LtE(2'-5%),E(4'-11%),T(9'-11), 52'-2%Pv PO(9'-11) CM 4.2600 _ 95.53 2.15 120 0.002551 8'-01.4 Pf 0.021 2416 21'-1% 25.267 Pe -0.490 2340 22'-3 24.797 8'-0%Pv • Route 7 DY 1.0490 15.16 5.63 120 0.077903 0'-0 Pt 2.025 5175 22'-1'% 15.16 5.6 7.325 Sprinkler, 26'-0 Pe 0.023 2430 22'-0% 9.374 PO(5'-0),fd(21'-0) 26'-0 Pv is Route 8 DY 1.0490 15.21 5.65 120 0.078412 0'-0 Pf 2.039 5150 23'-3 15.21 5.6 7.376 Sprinkler, 26'-0 Pe 0.022 2354 23'-2% 9.437 PO(5'-O) fd(2V-0) 26'-0 Pv • Route 9 DY 1.0490 15.36 5.70 120 0.079881 0'-0 Pf 2.077 5176 22'-1'% 15.36 5.6 7.526 Sprinkler, 26'-0 Pe 0.023 2431 22'-0'% 9.626 PO(5'-0) fd(21'-0) 26'-0 Pv • Route 10 DY 1.0490 15.50 5.75 120 0.081230 0'-0 Pf 2.112 5126 24'-4 15.50 5.6 7.663 Sprinkler, 26'-0 Pe 0.012 2296 24'-3% 9.787 PO(5'-0),fd(21'-0) 26'-0 Pv • Route 11 DY 1.0490 15.64 5.81 120 0.082557 0'-0 Pf 2.146 5151 23'-3 15.64 5.6 7.799 Sprinkler, 26'-0 Pe 0.022 2355 23'-2% 9.967 PO(5'-0),fd(21'-0) 26'-0 Pv • Route 12 ( .,©M.E.P.CAD, Inc. INAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:39AM Page 11 /; Hydraulic Analysis Job Number.PC0318-AREs Report Descriptions Li ht Hazard(#4-Commons 2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length DY 1.0490 15.80 5.86 120 0.084099 0'-0 Pt 2.187 5177 22-1'14 15.80 5.6 7.956 Sprinkler, 26'-0 Pa 0.023 2432 22'-0'% 10.166 PO(5'-0),fd(21'-0) 26'-0 Pv - Route 13 DY 1.0490 16.22 6.02 120 0.088275 0'-0 Pf 2.295 5127 24'-4 16.22 5.6 8.384 Sprinkler, 26'-0 Pe 0.012 2297 24'-3%z 10.691 PO(5'-0),fd(21'-0) 26'-0 Pv - Route 14 DY 1.0490 16.36 6.07 120 0.089710 0'-0 Pf 2.332 5152 23'-3 16.36 5.6 8.532 Sprinkler, 26'-0 Pe 0.022 2356 23'-2% 10.886 PO(5'-0),fd(21'-0) 26'-0 Pv • Route 15 DY 1.0490 16.52 6.13 120 0.091378 0'-0 Pf 2.376 5178 22-1% 16.52 5.6 8.704 Sprinkler, 26'-0 Pe 0.023 2433 22'-O% 11.103 PO(5'-0),fd(21-0) 26'-0 Pv • Route 16 DY 1.0490 17.27 6.41 120 0.099166 0'-0 Pf 2.578 5128 24'-4 17.27 5.6 9.508 Sprinkler, 26'-0 Pe 0.012 2298 24'-3% 12.098 PO(5'-0),fd(21'-0) 26'-0 Pv -fido Route 17 DY 1.0490 17.42 6.47 120 0.100767 0'-0 Pf 2.620 5153 23'-3 17.42 5.6 9.674 Sprinkler, 26'-0 Pe 0.022 2357 23'-2'V 12.316 PO(5'-0),fd(21'-0) 26'-0 Pv Route 18 DY 1.0490 17.59 6.53 120 0.102628 0'-0 Pf 2.668 5179 22'-1'% 17.59 5.6 9.868 Sprinkler, 26'-0 Pe 0.023 2434 22-0% 12.559 PO(5'-0),fd(21'-0) 26'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier Actual Inside Diameter 4 8 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 _1.33 1.51 LA,©M.E.P.CAD, Inc. yy AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:39AM Page 12 E Hydraulic Analysis 1 Job Number:PC0318-ARES Report Description: Light Hazard(#4-Commons 2) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length Pipe Type Legend Units Legend Fittings Legend 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 BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pt Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11Y;Elbow points Ee2 22%°Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. ileAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:13:39AM Page 13 RigHydraulic Summary Job Number:PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) Job Job Number Design Engineer PC0318 Tim Carpenter Job Name: Slate Certification/License Number Art Rutkin Elementary School 67508 Address 1 AHJ 15600 SW River Terrace Blvd. City of Tigard Address 2 Job Site/Building —- Tigard,OR 97224 Art Rutkin Address 3 Drawing Name Art Rutkin-FP.cad System , Remote Area(s) Most Demending Sprinkler Dale Occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Hon aowenc•At Souro - 100.00 Density Area ofApplicebon 0.10gpm/fr 1500ft5(Actual 1038f0) Additional Hose Suppllea Number Of Walden Calculates Number Of Nozzles Calculates Coverage Per Sprinkle Node Flow(gom) 13 0 140ft2 i II 77506TE It 10-13-2021 Total Hosa Streams 100.00 OREGON v System Flow Demand Total Water Required hinduding Hose Allowance) ✓ 216.17 316.17 yj)h ✓4N101.% . w� Maximum Pressure Unbalance In Loope s 0.000 Y L. p C Maximum Velocity Above Ground 12.72 between nodes 1742 and 1660 EXPIRATION DATE:R2/31/2022 Madmen Velocity Under Ground 2.24 between nodes 5 and 11 Velum.opacity of Wet Pipes Volume opacity M Dry Pipe. 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (Psi) @ (gpm) (psi) C@ (gpm) (Psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 63.582 316.17 55.702 7.881 Contractor Coniraclor Number consent Name Contact Lae 24PCO244 Tim Carpenter Designer Name of Contractor: Phone EMenelon Cosco Fire Protection 360-883-6383 11915 Address I _ 2501 SE Columbia Way#100 FAX 360-883-6390 Address 2 E-mall - — Vancouver,WA 98661 tarpenter@coscofire.com Address 3 Web-Site www.coscofire.com f, ©M.E.P.CAD, Inc. ,7,i'AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:39AM Page 1 1-1 Hydraulic Graph ■ Job Number:PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) Water Supply at Node 1 100 90 -Static Pressure 88.000 80 70 60 216.17 @ 55.702 N 316.17 with hose streams a_ 50 a- - 40 � System demand curve 30 20 50.00 @ 20.000 10 0I I I I J 111 I I I I in 11 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I I I 1 1 1 I I I 11 1 I t I t 1 I 1 I I 11 I I 1 I 150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure - - - --88.000 Residual.Pressure -20.000 CO 550.00 Avellahla Pressure atTme at last63.582 @ 316.17 55.702 @ 216.17 System par4H(Including Hose Moans al Source)55.702 @ 316.17 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:40AM Page 2 ���IS Hydraulic Graph ` Job Number:PC0318-ARES Report Description:Licht Hazard(NW Cooridor-#5) BOR 100 90 Static Pressure 88.000 80 .\\ 70 60 I° 50 216.171�48.391 �316.17 with hose streams 40 30 ystem demand curve .00 @ 20.000 20 10 1 0 711 111111 !mum III 11111 1 1 1 1 1 1 1 1 1 I I I I I I I L I I I I I I I I 1 1 I I 1 1 1 1 1 1 1 i 1 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static'Pressure N/A Residual:Pressure N/A Available Pressure at Time el Test N/A System Dena-a 48.391 @ 216.17 System Paned caresses lime Allowance at Smrcei 48.391 @ N/A (fit ©M.E.P.CAD, Inc. AuloSPRINK 2019 v15.1.23.0 10/11/2021 7:14:40AM Page 3 .i' Node Analysis •ice' I Job Number:PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) Node ' Elevation(Foot) Fittings Pressure(psi) Diseharge(gpm) _ 5419 14.-4'h Spr 42.800 Sprinkler 5420 14'-4% Spr 42.800 Sprinkler 5421 14'-414 Spr 42.800 Sprinkler — 5422 14'-4% Spr 42.800 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12'-6'Y Spr 43.584 Sprinkler 5458 12'-6% Spr 43.584 Sprinkler 5459 12'-6'A Spr 43.584 Sprinkler 5460 12'-6% Spr 43.584 Sprinkler 5461 12'-6% Spr 43.584 Sprinkler _5462 12.-6% Spr 43.584 Sprinkler k.©M.E.P CAD, Inc. 13 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 10 �� Node AnalysisII Job Number:PC0318-ARES Report Description Light Hazard NW Cooridor-#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 55.702 216.17 4639 10'-0 Spr(-9.044),fd(21'-0) 9.044 16.84 4640 10'-0 Spr(-9.445),fd(21'-0) 9.445 17.21 4649 10'-0 Spr(-9.365),fd(21'-0) 9.365 17.14 4654 10'-0 Spr(-9.476),fd(21'-0) 9.476 17.24 4658 10'-0 Spr(-7.674),fd(21'-0) 7.674 15.51 4660 13'-8'% Spr(-7.000),fd(21'-0) 7.000 14.82 4663 10'-0 Spr(-7.405),fd(21'-0) 7.405 15.24 4672 10.-0 Spr(-8.105),fd(21'-0) 8.105 15.94 4675 10'-0 Spr(-9.965),fd(21'-0) 9.965 17.68 4679 10%0 Spr(-9.619),fd(21'-0) 9.619 17.37 4684 10'-0 Spr(-7.743),fd(21'-0) 7.743 15.58 4707 10'-0 Spr(-9.966),fd(21'-0) 9.966 17.68 4731 10'-0 Spr(-10.251),fd(21'-0) 10.251 17.93 3 -4'-0 E(30'-6'%) 55.684 5 -4'-0 C(59'-4'h) 51.416 7 -4'-0 T 98'-3Y 55.689 11 -4'-0 50.807 15 1'-5% fT(31'-5),BOR,Tr(10'-0) 48.391 149 12'-6 P0(7-5) 11.277 169 13'-10 P0(5'-0) 10.671 183 12'-6 PO(7'-5) 11.282 187 13'-10 PO(5'-0) 10.798 209 13'-8'% PO(5'-0) 10.736 230 13'-10 P0(5'-0) 9.655 236 12'-6 PO T-5 11.297 237 13'-10 T T-5 9.805 243 13'-8% PO(5'-0) 10.879 250 13'-10 PO 5'-0 9.153 273 13'-10 PO 5'-0 9.048 338 13'-10 PO 5'-0 9.060 373 12'-3 PO T-5 12.943 375 13'-10 PO 5'-0 9.248 382 13'-7 PO 5'-0 11.511 429 13'-7 P0(5'-0) 11.375 522 12'-3 PO 7'-5 14.435 543 13'-7 P0(5'-0) 11.383 589 13'-7 PO 5'-0 11.746 671 12-3 PO 7-5 15.278 728 2'-1 48.104 801 1'-5''A PO(21'-4'%) 48.391 901 12'-8'% PO(9'-11),C(9'-11) 34.076 922 12'-0 P0(9'-11) 34.383 942 12'-6 PO(T-5) 19.851 999 12'-3 P0(9'-11) 15.773 1014 1'-5% PO(20'-2) 48.391 1190 12'-8'% PO(7'-5), C(T-5) 34.076 1211 12'-0 P0(9'-11) 34.383 1253 12'-6 PO(7'-5) 19.933 1316 12'-8% PO(7'-5),C(T-5) 34.076 1335 12-0 P0(9'-11) 34.383 1410 12'-6 P0(7-5) 20.259 1518 11'-414 P0(16'-5%) 44.101 1529 11'-0'Y PO(14'-3) 44.233 1532 12-6 P0(7-5) 22.382 1570 12-8'% PO(7'-5), C(7'-5) 34.076 1582 13'-10% PO 7'-5 33.564 1586 13'-10'% PO(7'-5) 33.564 1590 13'-10% PO(7'-5) 33.564 1594 13'-10'% PO(7'-5) 33.564 1597 12-0 PO(9'-11) 34.383 1642 12'-0 P0(5-0) 34.383 g6„,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 5 6 Node Analysis i s 1 Job Number: PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1660 _ 12'-3 P0(16'-5%) 25.956 1671 12'-8%z P0(12'-3%z) 34.076 1701 13'-8'% P0(7.-5) 20.216 1704 12'-3 PO(16'-5%) 34.482 ) 1709 12'-3 P0(12'-3%) 34.275 1742 12.-3 P0(9'-11) 29.120 1809 12'-3 P0(7.-5) 25.419 1814 12'-8% P0(9'-11) 34.076 1827 14'-0Y% PO(T-5) 33.492 1831 14'-0'% P0(7-5) 33.492 1835 12-0 P0(9'-11) 34.383 1836 14.-0% T(7'-5) _ 33.492 1850 13'-3 P0(26'-4) 43.279 1866 12'-3 P0(7-5) 25.405 1887 12'-3 P0(7-5) 30.039 1908 12'-3 PO(7-5) 33.256 1930 12'-8% P0(9'-11) 34.076 1964 14'-0% P0(7-5) 33.492 1968 14'-014 P0(7'-5) 33.492 1972 12'-0 P0(9'-11) 34.383 2040 12.-0 P0(9'-11) 34.383 2062 12'-3 PO(7'-5) 33.133 2076 12'-3 P0(9.-11) 30.295 2087 12'-8% P0(7'-5) 34.076 2160 18'-2'% T(9.-11) 41.138 2161 16'-10 P0(9.-11),C(9'-11) 41.719 2163 25'-6'% P0(5'-0) 10.971 2165 24'-1 P0(9'-11) 13.104 2166 25'-6% T(9'-11) 11.115 2169 25'-6% P0(5'-0) 10.036 2177 25'-6% P0(5'-0) 9.816 2194 25'-6% P0(5'-0) 9.738 2227 23'-9 P0(5'-0) 11.275 2228 22-4 P0(9.-11) 14.040 2230 23.-9 T(9'-11) 11.423 2231 16'-5 T(9'-11) 41.913 2232 15'-1 PO(9'-11),C(9'-11) 42.492 2239 20'-0 P0(5'-0) 40.361 2253 23'-9 P0(5'-0) 9.655 2256 1 T-8 PO(7'-5) 41.369 2259 20'-0 P0(5'-0) 40.361 2265 23'-9 P0(5'-0) 9.209 2267 18'-11 Yz P0(5'-0) 40.802 2270 23'-9 P0(5'-0) 8.935 2272 20'-0 P0(5'-0) 40.361 2278 16'-9 P0(7'-5),C(7'-5) 41.755 2279 23'-4'% P0(9'-11) 38.896 2291 21'-11'% P0(5'-0) 12.068 2293 24'-3% P0(5'-0) 8.954 2294 24'-3'% PO(5'-0) 9.021 2295 24'-3% P0(5'-0) 9.265 2296 24'-3'% PO(5'-0) 9.787 2297 24'-3Yz P0(5'-0) 10.691 2298 24'-3% P0(5.-0) 12.098 2308 14'-11 Y: T(9'-11) 42.537 2309 13.-7% P0(9'-11) 43.114 2311 20'-6%z PO(9'-11) 15.528 2315 21'-11'% T(9'-11) 12.225 2317 18'-11'/, PO(5'-0) 40.802 2320 20'-0 P0(5'-0) 40.361 2322 23'-9 P0(5'-0) 8.848 2329 21'-11'% PO(5'-0) 9.693 gd ®M.E.P.CAD, Inc. IIAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 6 _ ���Illl1gggffff Node Analysis 1 Job Number:PC0318-ARES ����llllli r Report Description:Light Hazard(NW Cooridor-#51 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) ' 2332 18'-11'% PO(5'-0) 40.802 2333 20.-0 P0(5.-0) 40.361 2336 21.-11% PO(5.-0) 8.982 _ 2339 20.-0 T(T-5) 40.361 2340 22'-3 P0(9.-11) 39.382 2352 23'-2'/ PO(5.-0) 9.120 2353 23.-2% P0(5'-0) 9.189 2354 23'-2% PO(5'-0) 9.437 2355 23'-2'% PO(5.-0) 9.967 2356 23.-2% P0(5.-0) 10.886 2357 23.-2'% P0(5'-0) 12.316 2367 18.-11'% P0(5'-0) 40.802 2369 21-11% P0(5.-0) 8.448 2370 20'-0 P0(5.-0) 9.741 2380 13.-7 T(9.-11) 43.141 2385 12-3 PO(9'-11), C(9'-11) 43.716 2394 18.-11'% PO(5'-0) 40.802 _ 2395 21.-11'% P0(5.-0) 8.195 2406 17'-5% PO(T-5) 41.448 2407 18.-11'% T(7'-5) 40.802 2415 21.-11'% P0(5.-0) 8.140 2416 21.-1'% P0(9.-11) 39.872 2429 22-0% P0(5.-0) 9.304 2430 22-0'/a PO(5'-0) 9.374 2431 22'-01h P0(5-0) 9.626 2432 22-0% P0(5.-0) 10.166 2433 22'-0'% P0(5.-0) 11.103 2434 27-0% P0(5.-0) 12.559 2442 18.-11'% P0(5.-0) 10.409 2469 16'-7 P0(7.-5) 41.835 _ 2483 12.-1'% T(9'-11) 43.762 2486 10.-10 P0(9.-11) 44.335 2518 14.-2% 42.864 2583 17.-1 P0(16.-5'%) 41.617 2657 17-1 P0(16.-5%) 41.617 2660 10.-8'% 1(9.-11) 44.389 2664 9.-4% PO(9.-11),C(9'-11) 44.960 2698 16.-7 P0(7.-5) 21.014 2706 19.-7 P0(5.-0) 9.795 2707 19.-7 P0(5.-0) 9.207 2708 19.-7 PO(5'-0) 9.046 2743 11.-2 P0(5-0) 44.186 2904 16.-7 P0(7.-5) 21.226 2913 1T-10% P0(5.-0) 13.400 2914 1T-10% P0(5.-0) 13.169 3079 15.-7'% fT(12-3%) 24.737 3107 10'-2'% PO(12-3%) 44.592 3182 13'-0'% PO(T-5) 20.444 3190 15.-8 P0(5'-0) 9.535 3191 15'-8 P0(5.-0) 8.959 3192 15.-8 P0(5.-0) 8.801 3267 13.-0% P0(7-5) 20.706 3290 13'-0 P0(5.-0) 10.123 3291 13'-5 P0(6-0) 9.518 3292 13'-5 P0(5.-0) 9.352 3366 10'-3 P0(4.-3%) 44.579 3368 10.-3 P0(4'-3'%) 44.579 3369 10.-3% PO(4'-3%) 44.571 3371 10'-3'% PO(4.-3'/), C(4'-3%) 44.570 3372 10.-3% P0(4.-3%) 44.562 3374 10'-3% PO(4.-3%),C(4.-3%) 44.561 _ 3375 10.-3% fT(11'-5),C(14'-3) 44.556 ,,©M.E.P.CAD, Inc. lAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 7 /+1, Node AnalysisIl Job Number: PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3376 10'-3'% 44.556 3377 10'-3'/: PO(T-1%) 44.553 3379 10'4 PO(T-l%) 44.553 3380 10'-4 P0(7'-1'%) 44.545 3382 10'-4 PO(T-1%a) 44.544 3383 10'-4 P0(7-1%) 44.536 3385 10'-4 P0(7-1%) 44.536 3414 30'-7% P0(7'-5) 35.746 3438 30'-7'% P0(7'-5) 35.746 _ 3439 30'-714 P0(7-5) 35.746 3440 30'-7'% P0(12'-314) 35.746 3467 33'-8 P0(5'-0) 34.420 3470 30'-7% P0(12'-3'%) 35.746 3477 33'-8 P0(5'-0) 34.420 3493 34'-1% PO(7'-5) 34.234 3507 34'-1% P0(7'-5) 34.234 3512 31'-7'% P0(7-5) 35.316 3524 34'-1% P0(7-5) 34.234 3529 32-8% P0(7-5) 34.835 3550 32'-8'% P0(7'-5) 34.835 3562 30'-0 P0(7-5) 36.013 3574 32'-8% PO(T-5) 34.835 3604 28'-11 P0(12'-3%) 36.481 3648 30'-7'% P0(12-3%) 35.746 3691 26'-6 PO(7'-5) 37.527 3720 30'-3 P0(9'-11) 35.916 3749 30'-8% PO(7'-5) 35.717 3787 30'-7'% P0(7'-5) 35.746 3833 30'-3 P0(9'-11) 35.916 3869 30'-8'% P0(7-5) 35.717 3898 30'-7'% PO(7'-5) 35.746 3969 30'-3 P0(9'-11) 35.916 3998 30'-8% P0(7-5) 35.717 4008 30'-7'% P0(7'-5) 35.746 4016 30'-3 P0(9'-11) 35.916 4063 30'-0% PO(16'-5%) 36.003 4078 32'-7 P0(7'-5) 34.902 4114 32'-7 PO(7'-5) 34.902 4118 32'-7 P0(7-5) 34.902 4119 32'-7 P0(7'-5) 34.902 4125 32'-7 PO(9'-11) 34.902 4179 29'-2'% PO(16'-5%z) 36.357 4182 31'-5'% P0(9'-11) 35.382 4219 2T-11'%, PO(16'-5%) 36.910 4233 31'-l% PO(7'-5) 35.534 4253 30'-9 P0(7-5) 35.690 4255 30'-9 P0(7'-5) 35.690 4257 30'-9 P0(7'-5) 35.690 4260 30.-9 P0(9'-11) 35.690 4334 26'-7% P0(16'-5%) 37.482 4359 29'-7% P0(7-5) 36.172 4381 29'-7'% PO(T-5) 36.172 4383 29'-7'% P0(7'-5) 36.172 4392 29'-7% PO(9'-11) 36.172 4451 28'-4% P0(7-5) 36.721 4464 28'-4% P0(7'-5) 36.721 4471 28'-4% P0(9'-11) 36.721 5008 23'-3 Spr 8.256 Sprinkler 5023 21'-5% Spr 7.614 Sprinkler 5089 18'-2% Spr 41.138 Sprinkler 5090 18'-2'% Spr 41.138 Sprinkler 5091 26-0 Spr 10.276 Sprinkler (6,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 8 Ili Node Analysis ` Job Number:PC0318-ARES Report Description Light Hazard(NW Cooridor-#5) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5093 18'-2'% Spr _ 41.138 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5107 16.-5 Spr 41.913 Sprinkler 5108 23'-2'% Spr 10.557 Sprinkler 5111 16'-5 Spr 41.913 Sprinkler 5112 23'-9 Spr,fd(11'-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 41.913 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5124 24'-4 Spr,fd(21'-0) 7.054 Sprinkler 5125 24'-4 Spr,fd(21'-0) 7.248 Sprinkler 5126 24.-4 Spr,fd(21'-0) 7.663 Sprinkler 5127 24'-4 Spr,fd(21'-0) 8.384 Sprinkler 5128 24'-4 Spr,fd(21'-0) 9.508 Sprinkler 5130 14'-11'% Spr 42.537 Sprinkler 5132 21'-5% Spr 11.218 Sprinkler 5134 19'-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5138 21'-11'% Spr,fd(11'-0) 8.295 Sprinkler 5139 14.-11'% Spr 42.537 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler _ 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5144 21'-11'% Spr,fd(11'-0) 7.680 Sprinkler 5148 23'-3 Spr,fd(21'-0) 7.124 Sprinkler 5149 23'-3 Spr,fd(21'-0) 7.179 Sprinkler 5150 23.-3 Spr,fd(21'-0) 7.376 Sprinkler _ 5151 23'-3 Spr,fd(21-0) 7.799 Sprinkler 5152 23'-3 Spr,fd(21'-0) 8.532 Sprinkler 5153 23'-3 Spr,fd(21'-0) 9.674 Sprinkler 5155 13'-7 Spr 43.141 Sprinkler 5156 19.-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 Spr,fd(21'-0) 7.435 Sprinkler 5159 21'-11'% Spr,fd(11'-0) 7.218 Sprinkler 5164 19.-8 . Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 Spr,fd(21'-0) 7.635 Sprinkler 5166 21'-11% Spr,fd(11'-0) 7.000 Sprinkler 5167 13'-7 Spr 43.141 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler 5174 22'-1Y Spr,fd(21'-0) 7.269 Sprinkler 5175 22'-1'% Spr,fd(21'-0) 7.325 Sprinkler 5176 22'-1% Spr,fd(21'-0) 7.526 Sprinkler 5177 22'-1'% Spr,fd(21'-0) 7.956 Sprinkler 5178 22'-1'% Spr,fd(21'-0) 8.704 Sprinkler 5179 22'-1'A Spr,fd(21'-0) 9.868 Sprinkler 5189 12.-1'% Spr 43.762 Sprinkler 5200 12.-1'/z Spr 43.762 Sprinkler 5248 10-8'% Spr 44.389 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(2V-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5269 10'-8'% Spr 44.389 Sprinkler 5339 17'-4'% Spr,fd(21'-0) 10.736 Sprinkler 5340 17'-414 Spr,fd(21-0) 10.552 Sprinkler 5407 15'-4'% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4% Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4/ Spr,fd(21'-0) 7.000 Sprinkler 5418 14'-4'% Spr 42.800 Sprinkler &CI M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:44AM Page 9 diSummary Of Outflowing Devices Description: Job Number.PC0318-ARES Report Light Hazard(NW Cooridor-#5) Actual Flow Minimum Flow ' K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 4639 16.84 14.00 5.6 9.044 Sprinkler 4640 17.21 14.00 5.6 9.445 Sprinkler 4649 17.14 14.00 5.6 9.365 Sprinkler 4654 17.24 14.00 5.6 9.476 Sprinkler 4658 15.51 14.00 5.6 7.674 b Sprinkler 4660 14.82 14.00 5.6 7.000 Sprinkler 4663 15.24 14.00 5.6 7.405 Sprinkler 4672 15.94 14.00 5.6 8.105 Sprinkler 4675 17.68 14.00 5.6 9.965 Sprinkler 4679 17.37 14.00 5.6 9.619 Sprinkler 4684 __ 15.58 14.00 5.6 7.743 Sprinkler 4707 7 17.68 14.00 5.6 9.966 Sprinkler 4731 1 17.93 14.00 5.6 10.251 c> Most Demanding Sprinkler Data �,©M.E.PCAD, Inc_ ,iii AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14.42AM Page4 ��A1 Hydraulic Analysis Job Number:PC0318-ARES Report Description:Li �Illl� RRII ht Hazard(NW Cooridor-#5) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length ea Route 1 AO 1.0490 14.82 5.50 120 0.074703 6'-3 Pf 2.709 4660 13'-8'% 14.82 5.6 7.000 Sprinkler, 30'-0 Pe -0.054 230 13'-10 9.655 2E(2'-0),PO(5'-0),fd(21-0) 36'-0 Pv BL 1.4420 14.82 2.91 120 0.015862 2'-0'% Pf 0.150 230 13.-10 9.655 7'-5 Pe 237 13'-10 9.805 T(7'_5) 9'-5Y Pv BL 1.4420 42.06 8.26 120 0.109325 1'-0 Pf 0.921 237 13'-10 27.25 9.805 Flow(q)from Route 3 7'-5 Pe 0.571 236 12'-6 11.297 P0(7-5) 8'-5 Pv CM 1.6820 48.60 7.02 120 0.067485 15-3 Pf 1.531 236 12'-6 6.54 11.297 Flow(q)from Route 20 7'-5 Pe 0.115 373 12'-3 12.943 EE(2'-5'%),2LtE(2'-5%) 22'-8 Pv CM 1.6820 81.19 11.72 120 0.174380 8'-6% Pf 1.492 373 12'-3 32.59 12.943 Flow(q)from Route 11 Pe 522 12'-3 14.435 8'-6V Pv CM 1.6820 55.84 8.06 120 0.087236 9'-8 Pf 0.843 522 12'-3 14.435 Pe 671 12'-3 15.278 9'-8 Pv BL 1.4420 25.38 4.99 120 0.042934 114'-10'/ Pf 5.570 671 12'-0 15.278 PO(T-5) 14'-10% Pe -0.632 1701 13'-8'% 20.216 T(7'-5) 129'-9 Pv BL 1.4420 50.74 9.97 120 0.154642 19'-7% Pf 4.570 1701 13'-8'/ 25.36 20.216 Flow(q)from Route 18 9'-11 Pe 0.632 1809 12'-3 25.419 LtE(2'-5/) PO(T-5) 29'-6'%Pv CM 2.6350 81.19 4.78 120 0.019591 10'-11 Pf 0.537 1809 1 Z-3 30.46 25.419 Flow(q)from Route 15 16'-5'% Pe 1660 12'-3 25.956 PO(16'-5%) 27.-4% Pv CM 2.6350 216.17 12.72 120 0.119905 22'-3'% Pf 3.164 1660 1 Z-3 134.98 25.956 Flow(q)from Route 2 4'-1'% Pe 1742 12'-3 29.120 Ee2(4'-1+%) 26'-4%Pv CM 2.6350 176.75 10.40 120 0.082620 59'-0 Pf 5.362 1742 12.-3 29.120 5'-11 Pe 0.000 1704 12'-3 34.482 fE(5-11) 64'-11 Pv CM 2.6350 216.17 12.72 120 0.119905 53'-3 Pf 9.214 1704 12'-3 39.42 34.482 Flow(q)from Route 14 23'-7'% Pe 4.408 728 2'-1 48.104 4fE(5'-11) 76'-10 Pv DY 6.3570 216.17 2.19 120 0.001645 0'-0 Pf 0.016 728 2'-1 48.104 10.-0 Pe 0.271 15 1'-5'/ 48.391 BOR,Tr(10'-0) 10'-0 Pv UG 6.3570 216.17 2.19 120 0.001645 12.-8% Pf 0.050 15 1'-5'% 48.391 17'-7 Pe 2.366 11 -4'-0 50.807 E(17'_7) 30.-3'%Pv UG 6.2800 216.17 2.24 140 0.001313 441'-6 Pf 0.608 11 -4'-0 50.807 22'-1 Pe 0.000 5 -4'-0 51.416 2EE(11'-0'/z) 463' z Pv UG 8.3900 216.17 1.25 140 0.000320 69'-5% Pf 4.268 5 -4'-0 51.416 30'-6'% Pe 3 -4.-0 55.684 BFP(-4.236),E(30'-6%) 100.-0 Pv UG 12.4600 216.17 0.57 140 0.000047 10'-0 Pf 0.005 3 -4'-0 55.684 98'-314 Pe 7 -4'-0 55.689 T(98'-3%) 108'-3'%Pv UG 6.2800 216.17 2.24 140 0.001313 10.-0 Pf 0.013 7 -4'-0 55.689 Pe 1 -4.-0 55.702 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 316.17 o Route 2 AO 1.0490 15.24 5.66 120 0.078689 5'-0'Pf 3.305 4663 10'-0 15.24 5.6 7.405 Sprinkler, 37'-0 Pe -1.662 273 13.-10 9.048 3E(2'-0),T(5.-0),PO(5'-0),fd(21' 42'-0 Pv -0) BL 1.4420 3.50 0.69 120 0.001101 10'-8 Pf 0.012 273 13'-10 9.048 Pe 338 13'-10 9.060 10'-8 Pv ©M.E.P,CAD. Inc. ( AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:47AM Page 11 ��Illl/�Y�1RRRIII I� Hydraulic Analysis I Job Number: PC0318-ARES Report Description:Li.ht Hazard(NW Cooridor-#5) 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 1.4420 19.45 3.82 120 0.026234 7'-2% Pf 0.189 338 13'-10 15.94 9.060 Flow(q)from Route 5 Pe 375 13'-10 9.248 7'-2''A Pv BL 1.4420 35.03 6.88 120 0.077926 114'-0 Pf 10.427 375 13'-10 15.58 9.248 Flow(q)from Route 4 19'-10 Pe 0.584 1410 12'-6 20.259 2LtE(2-5'/:),T(T-5),PO(7'-5) 133'-9%Pv CM 2.1570 96.92 8.51 120 0.072051 20'-10 Pf 2.122 1410 12'-6 61.89 20.259 Flow(q)from Route 6 8'-7% Pe -0.000 1532 12'-6 22.382 2fE(4'-3%) 29'-5%z Pv CM 2.1570 134.98 11.85 120 0.132986 5'-2 Pf 3.472 1532 12-6 38.06 22.382 Flow(q)from Route 10 20'-11 Pe 0.102 1660 12'-3 25.956 2fEE(4'-3Y:),P0(12'-3%) 26'-1'%Pv • Route 3 AO 1.0490 15.51 _ 5.76 120 0.081331 5'-7% Pf 3.141 4658 10'-0 15.51 5.6 7.674 Sprinkler, 33'-0 Pe -1.662 250 13'-10 9.153 E(2'-0),T(5'-0),PO(5'-0),fd(21'- 38'-7%Pv 0) BL 1.4420 _ 2725 5.35 120 0.048960 5'-10% Pf 0.652 250 13'-10 11.73 9.153 Flow(q)from Route 17 7'-5 Pe 237 13'-10 9.805 T(7'-5) 13'-31A Pv ei Route 4 AO 1.0490 15.58 5.78 120 0.082005 5'-7% Pf 3.167 4684 10'-0 15.58 5.6 7.743 Sprinkler, 33'-0 Pe -1.662 375 13.-10 9.248 E(2'-0),T(5'-0), PO(5'-0),fd(21'- 38'-7%Pv 0) el Route 5 AO 1.0490 15.94 5.92 120 0.085550 2'-7 Pf 2.616 4672 10'-0 15.94 5.6 8.105 Sprinkler, 28'-0 Pe -1.662 338 13.-10 9.060 E(2'-0),PO(5'-0),fd(21'-0) 30'-7 Pv m Route 6 AO 1.0490 16.84 6.25 120 0.094675 4'-9 Pf 3.289 4639 10'-0 16.84 5.6 9.044 Sprinkler, 30'-0 Pe -1.662 169 13'-10 10.671 2E(2'-0),PO(5'-0),fd(21'-0) 34'-9 Pv BL 1.4420 13.46 _ 2.64 120 0.013284 9'-7 Pf 0.127 169 13'-10 10.671 Pe -0.000 187 13'-10 10.798 9'-7 Pv BL 1.4420 30.67 _ 6.03 120 0.060950 119'-1Y2 Pf 8.469 187 13'-10 17.21 10.798 Flow(q)from Route 8 19'-10 Pe 0.584 942 12'-6 19.851 2LtE(2'-5%),T(T-5),P0(7'-5) 138.-11%z Pv CM 2.1570 30.67 2.69 120 0.008576 9'-6Ya Pf 0.082 942 12'-6 19.851 Pe 1253 12'-6 19.933 9'-6% Pv CM 2.1570 61.89 5.43 120 0.031425 10'-4'4 Pf 0.326 1253 12'-6 31.22 19.933 Flow(q)from Route 7 Pe 1410 12-6 20.259 10'-4% Pv w Route 7 AO 1.0490 17.14 6.36 120 0.097786 7-5% Pf 2.978 4649 10'-0 17.14 5.6 9.365 Sprinkler, 28.-0 Pe -1.608 209 13'-8% 10.736 E(2'-0),PO(5'-0),fd(21'-0) 30'-5% Pv BL 1.4420 13.98 2.75 120 0.014239 10'-1 Pf 0.144 209 13.-8% 10.736 Pe 243 13'-8% 10.879 10'-1 Pv BL 1.4420 31.22 6.13 120 0.062961 120'-6 Pf 8.524 243 13'-8% 17.24 10.879 Flow(q)from Route 9 14'-10% Pe 0.530 1253 12'-6 19.933 3LtE(2'-5%),PO(7'-5) 135-4% Pv di Route 8 AO 1.0490 17.21 6.39 120 0.098561 2'-7 Pf 3.014 4640 10'-0 17.21 5.6 9.445 Sprinkler, 28'-0 Pe -1.662 187 13'-10 10.798 E(2'-0),PO(5'-0),fd(21'-0) 30'-7 Pv Route 9 AO 1.0490 17.24 6.40 120 0.098857 2'-5% Pf 3.011 4654 10.-0 17.24 5.6 9.476 Sprinkler, 28'-0 Pe -1.608 243 13'-8'% 10.879 E(2'-0),PO(5'-0),fd(21'-0) 30'-5'A Pv ID Route 10 AO 1.0490 __ 17.37 6.45 120 0.100239 3'-0%s Pf 3.313 4679 10'-0 17.37 5.6 9.619 Sprinkler, 30.-0 Pe -1.558 429 13'-7 11.375 2E(2'-0), PO(5'-0),fd(21'-0) 33'-O% Pv (dS ©M.E.P.CAD, Inc. ,@(iAutoSPRINK 2019 v15,1.23.0 10/11/2021 7:14:47AM Page 12 la Hydraulic Analysis I Job Number. PC0318-ARES Report Description:Light Hazard(NW Cooridor-#5) 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 _ 1.4420 2.46 0.48 120 0.000571 14'-0 Pf 0.008 429 13'-7 11.375 Pe 543 13'-7 11.383 14'-0 Pv BL 1.4420 20.13 3.96 120 0.027975 13'-0 Pf 0.364 543 13'-7 17.68 11.383 Flow(q)from Route 12 Pe 589 13'-7 11.746 13'-0 Pv BL 1.4420 38.06 7.48 120 0.090874 96'-10'% Pf 10.155 589 13'-7 17.93 11.746 Flow(q)from Route 13 14'-10'/2 Pe 0.480 1532 12'-6 22.382 3LtE(2'-514),PO(7'-5) 111'-9 Pv • Route 11 AO 1.0490 17.68 6.56 120 0.103566 1'-11'% Pf 3.104 4675 10'-0 17.68 5.6 9.965 Sprinkler, 28'-0 Pe -1.558 382 13'-7 11.511 E(2'-0),PO(5'-0),fd(21'-0) 29'-11'%Pv BL 1.4420 32.59 6.40 120 0.068188 2'-6% Pf 0.850 382 13'-7 14.91 11.511 Flow(q)from Route 19 9'-11 Pe 0.582 373 12'-3 12.943 LtE(2-5%),PO(7'-5) 12'-5'/2 Pv • Route 12 AO 1.0490 _ 17.68 6.56 120 0.103574 0'-8'% Pf 2.974 4707 10'-0 17.68 5.6 9.966 Sprinkler, 28'-0 Pe -1.558 543 13'-7 11.383 E(2'-0) PO(5'-0) fd(21'-0) 28'-8'%Pv • Route 13 AO 1.0490 17.93 6.66 120 0.106311 0'-81.6 Pf 3.053 4731 10'-0 17.93 5.6 10.251 Sprinkler, 28'-0 Pe -1.558 589 13'-7 11.746 E(2'-0),PO(5'-0),fd(21-0) 28'-8Y2 Pv • Route 14 CM 1.6820 19.79 2.86 120 0.012803 9'-7'% Pf 0.123 2062 12'-3 19.79 33.133 Flow(q)from Route 23 Pe 1908 12'-3 33.256 9'-7'/2 Pv CM 1.6820 39.42 5.69 120 0.045809 12'-4 Pf 1.019 1908 12'-3 19.63 33.256 Flow(q)from Route 16 9'-11 Pe 1709 12'-3 34.275 p0(9'-11) 2Z-3 Pv CM 2.6350 39.42 2.32 120 0.005147 23'-814 Pf 0.207 1709 12'-3 34.275 16'-5'% Pe 1704 12'-3 34.482 PO(16-5'/z) 40'- 2 Pv • Route 15 CM 1.6820 30.46 4.40 120 0.028426 7'-6 Pf 0.495 671 12'-3 25.38 15.278 Flow(q)from Route 1 9'-11 Pe 999 12'-3 15.773 p0(9'-11) 1T-5 Pv _DY 1.4420 30.46 5.98 120 0.060163 137'-10 Pf 9.633 999 12'-3 15.773 22'-3% Pe -0.000 1866 12'-3 25.405 T(7'-5),3LtE(2-5%) P0(7'-5) 160'-1'/2 Pv CM 2.6350 30.46 1.79 120 0.003194 4'-2% Pf 0.013 1866 12'-3 25.405 Pe 1809 12'-3 25.419 4'-2'%Pv • Route 16 CM 1.6820 39.42 5.69 120 0.045809 10'-2 Pf 0.919 1742 12'-3 29.120 P0(9'-11) 9'-11 Pe 1887 12'-3 30.039 20'-1 Pv DY 1.4420 19.63 3.86 120 0.026690 85'-10 Pf 3.217 1887 1 Z-3 30.039 PO(T-5) 34'-8 Pe 0.000 1908 12'-3 33.256 T(7'-5),5LtE(2-5'%),PO(7'-5) 120'-6 Pv • Route 17 BL 1.4420 11.73 2.31 120 0.010304 10'-3 Pf 0.106 273 13'-10 3.50 9.048 Flow(q)from Route 2 Pe 250 13'-10 9.153 10'-3 Pv • Route 18 BL 1.4420 25.36 4.98 120 0.042859 124'-10'% Pf 6.414 522 12'-3 14.435 PO(T-5) 24'-9'% Pe -0.632 1701 13'-8'% 20.216 T(7'-5),LtE(2'-5%), PO(T-5) 149'-8 Pv • Route 19 BL 1.4420 14.91 2.93 120 0.016054 8'-6 Pf 0.136 429 13'-7 2.46 11.375 Flow(q)from Route 10 Pe 382 13'-7 11.511 8'-6 Pv • Route 20 CM 1.6820 3.38 0.49 120 0.000487 10'-5% Pf 0.005 149 12'-6 3.38 11.277 Flow(q)from Route 21 Pe 183 12'-6 11.282 10'-5'/z Pv k,©M.E.P.CAD, Inc. . AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:47AM Page 13 (NA Hydraulic AnalysisII Job Number:PC0318-ARES ' Report Description:Light Hazard(NW Cooridor-#5) _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 1.6820 6.54 0.94_ 120 0.001651 8'-11','2 Pf 0.015 183 12'-6 3.16 11.282 Flow(q)from Route 22 Pe 236 12'-6 11.297 8'-11'%Pv Route 21 BL 1.4420 3.38 0.66 120 0.001030 19'-3'% Pf 0.035 169 13'-10 13.46 10.671 Flow(a)from Route 6 14'-1014 Pe 0.571 149 12'-6 11.277 T(7'-5),PO(7'-5) 34'-2 Pv ® Route 22 BL 1.4420 3.16 0.62 120 0.000910 17-2 Pf 0.029 209 13'-8Yz 13.98 10.736 Flow(q)from Route 7 14'-10% Pe 0.517 183 12'-6 11.282 T(7'-5), PO(T-5) 32'-0 Pv e• Route 23 CM 1.6820 19.79 2.86 120 0.012803 10'-1 Pf 0.256 1887 12'-3 19.63 30.039 Flow(q)from Route 16 9'-11 Pe 2076 12'-3 30.295 P0(9'-11) 20'-0 Pv DY 1.4420 19.79 _ 3.89 120 0.027098 82'-5 Pf 2.838 2076 12'-3 30.295 22'-3V Pe 0.000 2062 12'-3 33.133 T(7'-5),3LtE(2'-5%),P0(7'-5) 104'-8% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) II C Value Multiplier II Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 di ©M.E.P.CAD, Inc. ilAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:47AM Page 14 �� Hydraulic Analysis Job Number:PC0318-ARES Report Description: Light Hazard(NW Cooridor-#5) 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 BalV Ball Valve DN Drain Discharge gpm DR Drop BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90° Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22'% Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap tk,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:14:47AM Page 15 Hydraulic Summary • Job Number:PC0318-ARES Report Description:Light Hazard(NE Cooridor-#6) Job Jab Number Design Engineer PC0318 Tim Carpenter Jab Name: SbbCertlRGgordLlGnw Number Art Rutkin Elementary School 67508 Address 1 - - - ANJ 15600 SW River Terrace Blvd. City of Tigard Add1esS 2 Job Sits/Building Tigard,OR 97224 Art Rutkin Address 3 -_. Drawing Name - - Art Rutkin-FP.cad System Remote Area(s) Most Demanding satlnkler Cala Occupancy Job Sump 5.6 K-Factor 16.80 at 9.000 Light Hazard ARES Hose Allorane.Al Source Density Area of Application 100.00 0.10gpm/ft2 150092(Actual 101392) Addblonal Hose Supplies Number of SyrinstM Calculate< Number Of Nozzles Calculate< Coverage Per Spinet Node Flow(gom) 10 0 168ft2 Ahi 01%. 775062E 10-13-2021 Tod Hose Streams 100.00 OREGON System Mom Demand Total Welx Required(including Hoe,Allowance) ,ee y 185.73 285.73 f+e �4 A, 10 2pob �Q Madmum Pressure Unbalance In Loops '! 1. O 0.000 ! L. Maximum VelocM Above Ground 16.31 between nodes 1709 and 1671 EXPIRATIONDATE:02/31/2022 Medmum Velocity Under Ground 1.92 between nodes 5 and 11 Volume capacity of Wet Ned Volume capacity of Dry Pipes 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node ' Name (gpm) (psi) (psi) C (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 67.753 285.73 54.531 13.222 Contractor GontraclorNumber Contact Name Contact Title 24PCO244 Tim Carpenter Designer New,of Contractor Phone - - -" - Extension Cosco Fire Protection 360-883-6383 11915 Address 1 FAX 2501 SE Columbia Way#100 360-883-6390 Address 2 E-mea Vancouver,WA 98661 tcarpenter@coscofire.com MdrOG 3 - - Web-Site www.coscofire.com ©M.E.P.CAD, Inc. iMAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:21AM Page 1 Hydraulic Graph Job Number:PC0318-ARES Report Description:Light Hazard(NE Cooridor-#6) Water Supply at Node 1 100 90 Static Pressure 88.000 80 70 60 185.73 @ 54.531 285.73 with hose streams E 50 a 40 System demand curve 30 20 50.00 @ 20.000 10 0 II III I I I I I I I I i i i i i i i i i i i i i i i i i i l i i i i i i i i i i i i 050 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static-Pressure - --- - - -- - 88.000 Residual'Pressure - — - 20.000 @ 550.00 Available Pressure al Time of Teel - _-- - - --- 67.753 @ 285.73 System Demme - - 54.531 @ 185.73 9lslxn oemma0acuding Hose Pllvyence el9wan7 54.531 @ 285.73 (,©M.E.P.CAD, Inc. Itlg AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:22AM Page 2 YY1�I� Hydraulic Graph ` Job Number:PC0318-ARES 1111999 ���III Report Description:Light Hazard(NE Cooridor-#6) BOR 100 90 Static Pressure 88.000 80 70 60 81 1\\ E 50 11-..73 @;7.207 I o_ 285.73 with hose streams 40 30 System demand curve 50.00 @ 20.000 20 10 0 IHlll lllllll ll II II II I1I II I I I I I 1 1 I I I I I I l l I I I I I I l l I I I l l l l l I 1 1 1 1 1 1 I I 1 Q150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static:Pressure N/A Residual:Pressure N/A Available Pressure at Time el Test N/A System Demand 47.207 @ 185.73 System Demmd amusing Wes Ailwrence el Source) 47.207 @ N/A ©M.E.P.CAD, Inc. Qn AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:22AM Page 3 41, /-.3► Summary Of Outflowing Devices 1 Job Number:PC0318-ARES Kc Report Description:Light Hazard(NE Cooridor-46) Actual Flow Minimum Flow K-Factor I Pressure Device (gPm) (gam) (K) (psi) Sprinkler 4927 18.31 16.80 5.6 10.691 Sprinkler 4942 18.53 16.80 5.6 10.948 Sprinkler 4943 18.21 16.80 5.6 10.578 Sprinkler 4944 18.18 16.80 5.6 10.545 Sprinkler 4945 19.32 16.80 5.6 11.898 {+ Sprinkler 4946 16.80 16.80 5.6 9.000 Sprinkler 4984 18.55 16.80 5.6 10.967 Sprinkler 4985 18.46 16.80 5.6 10.865 Sprinkler 5035 18.96 16.80 5.6 11.469 Sprinkler 5036 20.41 16.80 5.6 13.282 c Most Demanding Sprinkler Data [ ,0 M.E.P.CAD, Inc. •;( AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:24AM Page 4 A� RRRIII� NodeAtlaIySIS II Job Number:PC0318-ARES �liiReport Description:Light Hazard NE Cooridor-#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1316 12'-8'% PO 7.-5,C 7.-5 18.581 1335 12.-0 PO 7-5 15.337 1410 12-6 P0(7.-5) 35.290 1518 11.-4% P0(16'-5%) 42.917 1529 11'-0% P014'-3 43.049 1532 17-6 PO 7-5 35.290 1570 12-8'% PO(7'-5),C(7'-5) 19.664 1582 13'-10'% PO(5.-0) 12.724 _ 1586 13'-10'% P0(5.-0) 12.244 1590 13'-10'% PO 5'-0 12.202 1594 13'-10% PO 5'-0 12.336 1597 12'-0 PO 7-5 14.254 1642 12'-0 P0(5'-0) 14.203 1660 12'-3 P016'-5'% 35.392 1671 12'-8'% PO 9'-11 23.342 1701 13'-8'% P0(7'-5) 34.760 1704 12-3 P016'-5'% 35.558 1709 12'-3 P0(12'-3'.4) 32.835 1742 17-3 P0(9'-11) 35.392 1809 12'-3 P0(75) 35.392 1814 12'-8'% PO(T-5) 19.340 1827 14.-0% PO 5'-0 13.087 1831 14'-0'% P0(5'-0) 12.952 1835 12'-0 PO 7-5 14.182 1836 14'-0% T 7-5 12.985 1841 14.-0'% PO 5'-0 12.730 1850 13'-3 PO 26'-4 42.095 1866 173 P0(7'-5) 35.392 18B7 12-3 P0(7-5) 34.936 1908 12'-3 PO T-5 33.341 1930 12'-8% P0(7-5) 18.699 1964 14%0% PO 5'-0 13.284 1968 14.-0'% PO 5.-0 13.192 1972 12'-0 PO 7-5 14.246 2040 12.-0 P0(9'-11) 14.563 2062 12-3 P0(9'-11) 33.465 2076 1Z3 PO T-5 34.872 2087 12-8% PO 7'-5 18.540 2160 18'-2'% T(9.-11) 39.953 2161 16'-10 P0(9'-11),C(9'-11) 40.535 2163 25'-6% P0(5'-0) 10.971 2165 24'-1 P0(9'-11) 13.104 2166 25-6% T(9'-11) 11.115 2169 25.-6'% P0(5-0) 10.036 2177 25-6% PO 5'-0 9.816 2194 25-6% PO 5-0 9.738 2227 23.-9 PO 5'-0 11.275 2228 22'-4 P0(9'-11) 14.040 2230 23'-9 T(9'-11) 11.423 2231 16.-5 T(9'-11) 40.729 2232 15'-1 PO(9'-11),C(9'-11) 41.308 2239 20'-0 PO(5'-0) 39.177 2253 23'-9 P0(5'-0) 9.655 2256 17-8 P0(7-5) 40.185 2259 20'-0 P0(5'-0) 39.177 2265 23.-9 P0(5'-0) 9.209 2267 18'-11% P0(5'-0) 39.618 2270 23'-9 P0(5-0) 8.935 2272 20'-0 P0(5'-0) 39.177 2278 16.-9 PO(T-5),C(T-5) 40.571 2279 23'-4'% P0(9'-11) 37.711 2291 21'-11% P0(5'-0) 12.068 ,,®M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:26AM Page 5 d Node Analysis II Job Number:PC0318-ARES Report Description:Light Hazard NE Cooridor-#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2293 24.-3'/z PO(5.-0) 8.954 2294 24.-3'% PO(5'-0) 9.021 2295 24'-3% P0(5-0) 9.265 1 2296 24'-3'% PO(5'-0) 9.787 2297 24'-3% P0(5'-0) 10.691 2298 24'-3'/z PO(5'-0) 12.098 2308 14'-11'/z T(9'-11) 41.353 2309 13'-7Y P0(9.-11) 41.930 2311 20'-6Y P0(9'-11) 15.528 2315 21'-11% T(9'-11) 12.225 2317 18'-11Yz P0(5.-0) 39.618 2320 20'-0 P0(5.-0) 39.177 2322 23'-9 P0(5'-0) 8.848 2329 21'-11% P0(5'-0) 9.693 2332 18'-11'% P0(5'-0) 39.618 2333 20'-0 P0(5'-0) 39.177 2336 21'-11'% P0(5'-0) 8.982 2339 20.-0 T(7.-5) 39.177 2340 22-3 P0(9'-11) 38.198 2352 23'-2% P0(5'-0) 9.120 2353 23.-2% P0(5'-0) 9.189 2354 23'-2'/z PO(5'-0) 9.437 2355 23'-2''A PO(5'-0) 9.967 2356 23'-2% P0(5'-0) 10.886 2357 23'-2%z P0(5.-0) 12.316 2367 18'-11% P0(5'-0) 39.618 2369 21'-11% P0(5.-0) 8.448 2370 20'-0 P0(5'-0) 9.741 2380 13'-7 T(9.-11) 41.957 2385 12.-3 PO(9'-11),C(9.-11) 42.532 2394 18.-11'% P0(5'-0) 39.618 2395 21'-11'Y P0(5'-0) 8.195 2406 17'-5Yz P0(7.-5) 40.264 2407 18'-11'%, T(7'-5) 39.618 2415 21.-11% P0(5'-0) 8.140 2416 21'-1% P0(9'-11) 38.688 2429 22'-0'%z P0(5'-0) 9.304 2430 22'-0% P0(5'-0) 9.374 2431 22'-0% P0(5'-0) 9.626 2432 22'-0Yz P0(5'-0) 10.166 2433 22'-0'% P0(6-0) 11.103 2434 22'-0% P0(5'-0) 12.559 2442 18.-11%z P0(5'-0) 10.409 2469 16'-7 P0(7'-5) 40.651 2483 12'-1'% T(9'-11) 42.578 2486 10.-10 P0(9'-11) 43.151 2518 14'-2% 41.679 2583 17.-1 P0(16'-5%z) 40.433 2657 17.-1 P0(16'-5%) 40.433 2660 10'-8% T(9'-11) 43.205 2664 9'-4% P0(9.-11),C(9.-11) 43.776 2698 16'-7 P0(7'-5) 21.014 2708 19'-7 P0(5'-0) 9.795 2707 19'-7 P0(5'-0) 9.207 2708 19.-7 P0(5'-0) 9.046 2743 11'-2 P0(5.-0) 43.002 2904 16'-7 PO(T-5) 21.226 2913 17'-10% P0(5'-0) 13.400 2914 17'-10% P0(5'-0) 13.169 3079 15'-7'% 1T(12-3Yz) 24.737 3107 10'-2'% PO(12.-3%z) 43.408 3182 13'-0%z P0(7-5) 20.444 gi,,®M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:26AM Page 6 Y��l�RRRRIIII Node Analysis II Job Number:PC0318-ARES NI Report Description: Light Hazard NE Cooridor-#61 Node Elevation(Foot) Fittings , Pressure(psi) Discharge(gpm) 3190 15'-8 P0(5'-0) 9.535 3191 15'-8 P0(5'-0) 8.959 3192 15'-8 PO(5'-0) 8.801 _ 3267 13'-0'% PO(7'-5) 20.706 3290 13'-5 P0(5'-0) _ 10.123 - - 3291 13'-5 PO(5'-0) 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 P0(4'-3'%) 43.395 _ 3368 10'-3 PO(4'-3'/:) 43.395 3369 10'-3'% PO(4'-3%) 43.386 _ 3371 10'-3'/z P0(4'-3V),C(4'-3%) 43.386 3372 10'-3% PO(4'-3''A) 43.377 3374 10'-3'/ P0(4'-314),C(4'-3Y) 43.377 3375 10'-3'% fT(11'-5),C(14'-3) 43.372 3376 10'-3'% 43.371 3377 10'-3'/ PO(T-1%) 43.369 3379 10'-0 P0(7'-1%) 43.368 3380 10'-4 P0(7-1%) 43.360 3382 10'-4 P0(7'-114) 43.360 3383 10'-4 P0(7-1%) 43.352 3385 10'-4 PO(T-1'/) 43.352 3414 30'-7% PO(7'-5) 34.561 3438 30'-7'% P0(7'-5) 34.561 3439 30'-7'% PO(T-5) 34.561 3440 30'-71h P0(12'-3%) 34.561 3467 33'-8 P0(5'-0) 33.236 3470 30'-7% P0(12-3%) 34.561 3477 33'-8 P0(5'-0) 33.236 3493 34'-1'/z PO(7'-5) 33.049 3507 34'-1% , PO(T-5) 33.049 3512 31'-7% P0(7'-5) 34.132 3524 34'-1'/a PO(7'-5) 33.049 3529 32'-8% P0(7-5) 33.651 3550 32'-8% P0(7-5) 33.651 3562 30'-0 P0(7-5) 34.829 3574 32-8'/s PO(T-5) 33.651 3604 28'-11 P0(12'-3'%) 35.297 3648 30'-7% P0(12'-3%) 34.561 3691 _ 26'-6 PO(T-5) 36.343 3720 30'-3 P0(9'-11) 34.731 3749 30'-8% P0(7-5) 34.533 3787 30'-7'% P0(7'-5) 34.561 3833 30'-3 P0(9'-11) 34.731 3869 30'-8% P0(7-5) 34.533 3898 30'-7% P0(7'-5) 34.561 3969 30'-3 P0(9'-11) 34.731 3998 30'-8% P0(75) 34.533 4008 30'-7'' PO(T-5) 34.561 4016 30'-3 P0(9'-11) 34.731 4063 30'-0'% PO(16'-5'.4) 34.819 4078 32'-7 P0(7'-5) 33.717 4114 32-7 P0(7-5) 33.717 4118 3T-7 PO(T-5) 33.717 4119 32'-7 P0(7-5) 33.717 4125 32'-7 P0(9'-11) 33.717 4179 29'-2% PO(16'-514) 35.172 4182 31'-5'/: PO(W-11) 34.198 4219 27-11% PO(16'-5%) 35.726 4233 31'-1% P0(7'-5) 34.350 4253 30'-9 P0(7'-5) 34.506 4255 30'-9 P0(7'-5) 34.506 4257 30'-9 P0(7'-5) 34.506 (§i,©M.E.P.CAD, Inc. ®AutoSPRINK2019v15.1.23.0 10/11/2021 7:16:26AM Page7 (:.P Node AnalysisI. ...0.. Job Number:PC0318-ARES Report Description:Light Hazard NE Cooridor-#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 4260 30'-9 P0(9'-11) 34.506 4334 26'-7% PO(16'-5'/,) 36.297 4359 29'-7% PO(7'-5) 34.988 4381 29'-7V PO(7'-5) 34.988 4383 29'-7% PO(7'-5) 34.988 4392 29'-7% P0(9'-11) 34.988 4451 28'-4% PO(7'-5) 35.537 4464 28'-4% PO(7'-5) 35.537 4471 28'-4Y P0(9'-11) 35.537 4639 10'-0 Spr,fd(21'-0) 9.044 Sprinkler 4640 10'-0 Spr,fd(21'-0) 9.445 Sprinkler 4649 10.-0 Spr,fd(21'-0) 9.365 Sprinkler 4654 10'-0 Spr,fd(21'-0) 9.476 Sprinkler 4658 10'-0 Spr,fd(21'-0) 7.674 Sprinkler 4660 13'-8'/: Spr,fd(21'-0) 7.000 Sprinkler 4663 10'-0 Spr,fd(21'-0) 7.405 Sprinkler 4672 10'-0 Spr,fd(21'-0) 8.105 Sprinkler 4675 10'-0 Spr,fd(21'-0) 9.965 Sprinkler 4679 10'-0 Spr,fd(21'-0) 9.619 Sprinkler 4684 10'-0 Spr,fd(21'-0) 7.743 Sprinkler 4707 10'-0 Spr,fd(21'-0) 9.966 Sprinkler 4731 10'-0 Spr,fd(21'-0) 10.251 Sprinkler 5008 23'-3 Spr 8.256 Sprinkler 5023 21'-5'% Spr 7.614 Sprinkler 5089 18'-2% Spr 39.953 Sprinkler 5090 18'-2'% Spr 39.953 Sprinkler 5091 25'-0 Spr 10.276 Sprinkler 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5093 18'-2% Spr 39.953 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5107 16'-5 Spr 40.729 Sprinkler 5108 23'-2% Spr 10.557 Sprinkler 5111 16'-5 Spr 40.729 Sprinkler 5112 23'-9 Spr,fd(11'-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 40.729 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5124 24'4 Spr,fd(21'-0) 7.054 Sprinkler 5125 24'-4 Spr,fd(21'-0) 7.248 Sprinkler 5126 24'-4 Spr,fd(21'-0) 7.663 Sprinkler 5127 24'-4 Spr,fd(21-0) 8.384 Sprinkler 5128 24'-4 Spr,fd(21'-0) 9.508 Sprinkler 5130 14'-11% Spr 41.353 Sprinkler 5132 21'-5Y, Spr 11.218 Sprinkler 5134 19'-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21-0) 7.512 Sprinkler 5138 21'-11'% Spr,fd(11'-0) 8.295 Sprinkler 5139 14'-11'% Spr 41.353 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5144 21'-11'% Spr,fd(11'-0) 7.680 Sprinkler 5148 23'-3 Spr,fd(21'-0) 7.124 Sprinkler 5149 23'-3 Spr,fd(21'-0) 7.179 Sprinkler 5150 23'-3 Spr,fd(21'-0) 7.376 Sprinkler 5151 23'-3 Spr,fd(21'-0) 7.799 Sprinkler 5152 23'-3 Spr,fd(21'-0) 8.532 Sprinkler 5153 23'-3 Spr,fd(21'-0) 9.674 Sprinkler 5155 13'-7 Spr 41.957 Sprinkler k.0 M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:26AM Page 8 NB Node Analysis 1 Job Number:PC0318-ARES Re•ort Descri.tion: Li.ht Hazard NE Cooridor-#6 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5156 19'-B S•r fd 21'-0 7.187 S.rinkler 5157 18'-9 S•r,fd 21'-O 7.435 -IMETIMI= 5159 21'-11% S.r,fd 1V-0 7.218 5164 19'-8 S.r,fd 2V-0 7.740 5165 18'-9 S.r,fd 21'-0 7.635 11.11.1102215166 21'-11 Yz S•r fd 11'-0 7.000 IMMIEENI 5167 13'-7 Spr 41.957 Sprinkler 5173 18'-9 S•r,fd 21'-0 8.238 S.rinkler 5174 22'-1% Spr,fd(21'-0) 7.269 Sprinkler 5175 22-1'/: S•r,fd 21'-0 7.325 S•rinkler 5176 22-1 A S•r,fd 21'-0 7.526 5177 22-1% Spr,fd(21'-0) 7.956 Sprinkler 5178 22-1% S.r,fd 21'-0 8.704 S.rinkler 5179 22-1% Spr,fd(21'-0) 9.868 Sprinkler 5189 12-1% Spr 42.578 Sprinkler 5200 12'-1'% S•r 42.578 S•rinkler 5248 10'-S% S•r 43.205 1.11MMI 5256 19'-5 S•r,fd 21'-0 7.746 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 S•r,fd 21'-0 7.150 S•rinkler 5269 10'-8'% S•r 43.205 5339 17'-4% Spr,fd(21'-0) 10.736 Sprinkler 5340 1T-4% S.r,fd 21'-0 10.552 S•rinkler 5407 15'-4% S•r,fd 21'-0 7.585 S.rinkler 5408 15'-4% Spr,fd(21'-0) 7.126 5409 15.4% S•r,fd 21'-0 7.000 5418 14'4% S•r 41.616 INIMMI 5419 14'-4'/z 5420 14'4'% • 5421 14'-4% S•r 41.616 ' 5422 14'-4% S•r 41.616 IIMIMEEM 5452 13'-3 Spr,fd(21-0) 7.989 Sprinkler 5453 13'-3 S•r,fd21'-0 7.506 S.rinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12'-6% Spr 42.400 Sprinkler 5458 12-6% Spr 42.400 Sprinkler 5459 12-6% Spr 42.400 Sprinkler 5460 12'-6% Spr 42.400 Sprinkler 5461 1Z-6% S.r 42.400 S.rinkler 5462 12-6'% S.r 42.400 1 -4'-0 S 54.531 185.73 4927 10'-0 Spr(-10.691),fd(21'-0) 10.691 18.31 4942 10'-0 Spr(-10.948),fd(21'-0) 10.948 18.53 4943 10'-0 Spr(-10.578),fd(21'-0) 10.578 18.21 4944 10'-0 Spr(-10.545),fd(21'-0) 10.545 18.18 4945 10'-0 Spr(-11.898),fd(21'-0) 11.898 19.32 4946 13'-8% Spr(-9.000),fd(21'-0) 9.000 16.80 4984 10'-0 Spr(-10.967),fd(21'-0) 10.967 18.55 4985 10.-0 Spr(-10.865),fd(21'-0) 10.865 18.46 5035 10'-0 Spr(-11.469),fd(21-0) 11.469 18.96 5036 10'-0 Spr(-13.282),fd 13.282 20.41 3 -4'-0 E(30'-6'%) 54.518 5 4'-0 C(59.4%) 50.070 7 4'-0 T(98'-3'/) 54.521 11 4•-0 49.611 15 1'-5'/% fT(31'-5),BOR,Tr(10'-0) 47.207 149 12-6 PO 7'-5 35.277 169 13'-10 PO(5'-0) 34.706 183 12-6 PO(7'-5) 35.277 187 13'-10 P0(5'-0) 34.706 209 13'-8% P0(5'-0) 34.760 230 13'-10 P0(5'-0) 9.655 ki,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:26AM Page 9 /= 3 Node Analysis ` f'� i Job Number:PC0318-ARES Report Description: Light Hazard NE Cooridor-#6) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 236 12'-6 PO(T-5) 35.277 237 13'-10 T(7'-5) 34.706 243 13'-8'% PO(5'-0) _ 34.760 250 13'-10 PO(5'-0) 34.706 273 13'-10 P0(5'-0) 34.706 338 13'-10 P0(5'-0) 34.706 373 1T-3 PO(7'-5) 35.392 375 13'-10 PO(5'-0) 34.706 382 13'-7 P0(5'-0) 34.810 429 13'-7 P0(5'-0) 34.810 522 12'-3 PO(T-5) 35.392 _ 543 13'-7 PO(5'-0) 34.810 _ 589 13'-7 PO(5'-0) 34.810 671 12'-3 PO(7'-5) 35.392 728 2'-1 , 46.924 801 1'-5'% PO(21'-4'%) 47.207 901 12'-8'% PO(T-5),C(T-5) 18.212 922 12'-0 P0(9.-11) 16.264 942 12'-6 PO(T-5) 35.290 999 12'-3 P0(9'-11) 35.392 1014 1'-5'% PO(20'-2) 47.207 1190 12'-8% PO(7'-5),C(7'-5) 18.284 1211 12'-0 P0(9.-11) 16.002 1253 12'-6 P0(7'-5) 35.290 �,©M.E.P.CAD, Inc. liAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:26AM Page 10 (ii Hydraulic Analysis I Job Number:PC0318-ARES Report Descriptiorr Light Hazard(NE Cooridor-#6) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length fai Route 1 AO 1.0490 16.80 6.24 120 0.094254 11'-2 Pf 3.881 4946 13'-8% 16.80 5.6 9.000 Sprinkler, 30'-0 Pe -0.151 1841 14.-0'% 12.730 2E(2'-0),PO(5'-0),fd(21'-0) 41'-2 Pv BL 1.4420 16.80 3.30 120 0.020013 5.-4 Pf 0.255 1841 14'-0% 12.730 7'-5 Pe 1836 14'-0'% 12.985 T(7'-5) 12.-9 Pv BL 1.4420 21.71 4.26 120 0.032158 2'-0'% Pf 0.305 1836 14'-0'% 4.91 12.985 Flow(q)from Route 16 T-5 Pe 0.892 1835 12'-0 14.182 P0(7'-5) 9'-6 Pv CM 1.6820 6.50 0.94 120 0.001634 12-8% Pt 0.021 1835 12'-0 14.182 Pe 1642 17-0 14.203 12'-8%Pv CM 1.6820 25.82 3.73 120 0.020941 2'-5 Pf 0.051 1642 12'-0 19.32 14.203 Flow(q)from Route 9 Pe 1597 12'-0 14.254 2'-5 Pv CM 1.6820 56.12 8.10 120 0.088050 12'-3'% Pf 1.083 1597 12'-0 30.30 14.254 Flow(q)from Route 4 Pe 1335 12'-0 15.337 12.-3'%Pv CM 1.6820 35.20 5.08 120 0.037159 8'-0 Pf 0.665 1335 17-0 15.337 9'-11 Pe 1211 12'-0 16.002 PO(9'-11) 1 T-11 Pv BL 1.4420 18.26 3.59 120 0.023347 81.-2 Pf 2.589 1211 12-0 16.002 29.-8'% Pe -0.307 1190 17-8% 18.284 2T(7'-5),PO(T-5),C(7'-5) 110'-10% Pv CM 1.6820 35.20 5.08 120 0.037159 8'-0 Pf 0.297 1190 17-8% 16.94 18.284 Flow(q)from Route 14 Pe 1316 17-8'% 18.581 8'-0 Pv CM 1.6820 56.12 8.10 120 0.088050 12'-3'/ Pf 1.083 1316 12'-8'Y2 20.91 18.581 Flow(q)from Route 18 Pe 0.000 1570 12'-8% 19.664 17-3%Pv CM 1.6820 99.06_ 14.30 120 0.251923 4'-8'% Pf 3.678 1570 17-8'% 42.94 19.664 Flow(q)from Route 2 9'-11 Pe 1671 12'-8% 23.342 P0(9'-11) 14'-7 Pv CM 2.1570 185.73 16.31 120 0.240015 17'-9% Pf 9.295 1 671 17-8%z 86.67 23.342 Flow(q)from Route 5 20'-11 Pe 0.199 1709 12'-3 32.835 2fE(4'-3%:),P0(12'-3'/::) ' Pv CM 2.6350 158.75 9.34 120 0.067728 23'-8% Pf 2.722 1709 12'-3 32.835 16'-5/, Pe 1704 12'-3 35.558 P0(16'-5%) 40'-2%Pv CM 2.6350 185.73 10.93 120 0.090550 53'-3 Pf 6.958 1704 12'-3 26.98 35.558 Flow(q)from Route 11 23'-7% Pe 4.408 728 2'-1 46.924 4fE(5-11) 76'-10 Pv DY 6.3570 185.73 1.88 120 0.001242 0'-0 Pf 0.012 728 2'-1 46.924 10'-0 Pe 0.271 15 1'-5% 47.207 BOR,Tr(10'-0) 10'-0 Pv UG 6.3570 185.73 1.88 120 0.001242 12'-8'% Pf 0.038 15 1-5%z 47.207 17'-7 Pa 2.366 11 -4'-0 49.611 E(1T-7) 30'-3%Pv UG 6.2800 185.73 1.92 140 0.000991 441'-6 Pf 0.459 11 -4'-0 49.611 22'-1 Pe 0.000 5 -4'-0 50.070 2EE(11'-0%) 463'-6%Pv UG 8.3900 185.73 1.08 140 0.000242 69'-5% Pf 4.447 5 -4'-0 50.070 30'-6% Pe 3 -4'-0 54.518 BFP(-4.423),E(3(7-6%) 100'-0 Pv UG 12.4600 185.73 0.49 140 0.000035 10'-0 Pf 0.004 3 -4'-0 54.518 98'-3% Pe 7 -4'-0 54.521 T(98'-3%) 108'-3% Pv UG 6.2800 185.73 1.92 140 0.000991 10'-0 Pf 0.010 7 -4'-0 54.521 Pa 1 -4'-0 54.531 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 285.73 Route 2 AO 1.0490 18.18 6.75 120 _ 0.109125 2'-7'% Pf 3.344 4944 10'-0 18.18 5.6 10.545 Sprinkler, 28'-0 Pe -1,687 1590 13'-10'% 12.202 E(2'-0),PO(5-0),fd(21'-0) 30'-7Yz Pv (k,©M.E.P.CAD, Inc. 11AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:29AM Page 11 Y� HydraU�IC Analysis 1 Job Number:PC0318-ARES ��Illl Report Description:Light Hazard(NE Cooridor-#6) 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 1.4420 6.20 1.22 120 0.003162 13'-6 Pf 0.043 1590 13'-10'% 12.202 Pe 1586 13'-10'A 12.244 13'-6 Pv BL 1.4420 24.41 4.80 120 0.039945 12'-0 Pf 0.479 1586 13'-10% 18.21 12.244 Flow(q)from Route 3 Pe 1582 13'-10'% 12.724 12'-0 Pv BL 1.4420 42.94 8.44 120 0.113569 34'-3% Pf 6.428 1582 13'-10% 18.53 12.724 Flow(q)from Route 6 22'-3% Pe 0.513 1570 12'-S% 19.664 T(7'-5),PO(T-5),C(T-5) 56'-7 Pv ee Route 3 AO _ 1.0490 18.21 6.76 120 0.109441 2'-7% Pf 3.353 4943 10'-0 18.21 5.6 10.578 Sprinkler, 28'-0 Pe -1.687 1586 13'-10% 12.244 E(2'-0),PO(5'-0),fd(21'-0) 30.-7% Pv es Route 4 AO 1.0490 18.31 6.80 120 0.110525 2'-1% Pf 3.331 4927 10'-0 18.31 5.6 10.691 Sprinkler, 28'-0 Pe -1.687 1594 13'-10'% 12.336 E(2'-0),PO(5-0),fd(21'-0) 30'-1'%Pv BL 1.4420 30.30 5.95 120 0.059583 8'-6% Pf 1.098 1594 13'-10'% 11.99 12.336 Flow(q)from Route 19 9'-11 Pe 0.820 1597 12.-0 14.254 LtE(2-5%),POTS) 18'-5 Pv e. Route 5 AO 1.0490 18.46 6.85 120 0.112194 4'-3'% Pf 3.846 4985 10'-0 18.46 5.6 10.865 Sprinkler, 30'-0 Pe -1.759 1831 14'-0'% 12.952 2E(2-0),PO(5'-0),fd(21'-0) 34'-3'%Pv BL 1.4420 13.55 2.66 120 0.013446 10'-0 Pf 0.134 1831 14'-0% 12.952 Pe 1827 14'-O% 13.087 10'-0 Pv BL 1.4420 32.09 6.31 120 0.066283 65'-8% Pf 5.669 1827 14'-0'% 18.55 13.087 Flow(q)from Route 7 19'-10 Pe 0.585 1814 12.-8% 19.340 5LtE(2'-5%),PO(7'-5) 85'-6'% Pv CM 1.6820 86.67 12.51 120 0.196777 10'-5 Pf 4.002 1814 12'-8'% 54.58 19.340 Flow(q)from Route 8 9'-11 Pe 0.000 1671 12-8% 23.342 PO(9'-11) 20'-4 Pv • Route 6 AO 1.0490 18.53 6.88 120 0.112985 2'-7'% Pf 3.462 4942 10'-0 18.53 5.6 10.948 Sprinkler, 28'-0 Pe -1.687 1582 13'-10'h 12.724 E(2'-0), PO(5'-0),fd(21'-0) 30'-7%Pv ill Route 7 AO 1.0490 18.55 6.88 120 0.113161 4'-3% Pf 3.879 4984 10'-0 18.55 5.6 10.967 Sprinkler, 30'-0 Pe -1.759 1827 14'-0'% 13.087 2E(2'-0),P0(5'-0),fd(21'-0) 34'-3%Pv an Route 8 AO 1.0490 18.96 7.04 120 0.117942 2'-3'% Pf 3.575 5035 10'-0 18.96 5.6 11.469 Sprinkler, 28'-0 Pe -1.759 1964 14'.0% 13.284 E(2'-O),PO(5'-O),fd(21'-0) 30.-3%,Pv BL 1.4420 30.39 5.97 120 0.059906 60'-9'/: Pf 4.830 1964 14'-0% 11.42 13.284 Flow(q)from Route 10 19'-10 Pe 0.585 1930 12'-8% 18.699 2LtE(2'-5'%s),T(7'-5),PO(7-5) 80.-7% Pv CM 1.6820 54.58 7.88 120 0.083633 7'-8 Pt 0.641 1930 12'-BY, 24.19 18.699 Flow(q)from Route 15 Pe 1814 12'-8'% 19.340 7'-8 Pv ® Route 9 DV 1.0490 19.32 7.17 120 0.122017 0'-0 Pf 3.172 4945 10.-0 19.32 5.6 11.898 Sprinkler, 26'-0 Pe -0.867 1642 12'-0 14.203 P0(5'-0),fd(21'-0) 26'-0 Pv MI Route 10 AO 1.0490 20.41 7.58 120 0.135100 _ _ 3'-4 Pf 1.668 5036 10'-0 20.41 5.6 13.282 Sprinkler, 9'-0 Pe -1.759 1968 14'-0'% 13.192 2E(2'-0),PO(5'-0),fd 12'-4 Pv BL 1.4420 11.42 2.24 120 0.009803 9'-5 Pf 0.092 1968 14'-O% 13.192 Pe 1964 14'-0'% 13.284 9'-5 Pv an Route 11 CM 1.6820 13.55 1.96 120 0.006349 10'-1 Pf 0.064 2076 12'-3 13.55 34.872 Flow(q)from Route 13 Pe 1887 12.-3 34.936 10'-1 Pv k,©M.E.P.CAD, Inc. y(#AutoSPRINK 2019 v15,1.23.0 10/11/2021 7:16:29AM Page 12 �IllfiN�1I� Hydraulic Analysis Job Number:PC0318-ARES Report Description:pll8811 Li9ht Hazard(NE Cooridor-#6) Pipe Type Diameter Flow Velocity HWC Friction Loss ILength Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length CM _ 1.6820 26.98 3.90 120 0.022717 10'-2 Pf 0.456 1887 12'3 13.44 34.936 Flow(q)from Route 12 9'-11 Pe 1742 12'-3 35.392 P0(9'-11) 20'-1 Pv CM 2.6350 26.98 1.59 120 0.002552 59'-0 Pf 0.166 1742 12'-3 35.392 5'-11 Pe 0.000 1704 12-3 35.558 fE(5'-11) 64'-11 Pv so Route 12 CM 1.6820 26.98 3.90 120 0.022717 12'-4 Pf 0.505 1709 12'-3 32.835 P0(9'-11) 9'-11 Pe 1908 1 Z-3 33.341 22'-3 Pv DY 1.4420 13.44 2.64 120 0.013236 85'-10 Pf 1.595 1908 12'-3 33.341 PO(T-5) 34'-8 Pe -0.000 1887 12'-3 34.936 5LtE(2'-5Yz),T(7'-5), P0(7'-5) 120'-6 Pv o Route 13 CM 1.6820 13.55 1.96 120 0.006349 9'-7% Pf 0.124 1908 12'-3 13.44 33.341 Flow(q)from Route 12 9'-11 Pe 2062 12'-3 33.465 P0(9'-11) 19'-6%Pv DY 1.4420 13.55 2.66 120 0.013438 82'-5 Pf 1.407 2062 12'-3 33.465 22-3% Pe -0.000 2076 12'-3 34.872 3LtE(2'-5%),T(7'-5),P0(7'-5) 104'-8'%Pv i Route 14 CM 1.6820 16.94 2.45 120 0.009607 _ _ T-6 Pf 0.262 1211 12'-0 16.002 PO(9'-11) 19'-9'% Pe 922 12'-0 16.264 PO(9'-11) 273'%Pv BL _ 1.4420 16.94 3.33 120 0.020333 81'-2 Pf 2.255 922 12'-0 16.264 29'-8'% Pe -0.307 901 12'-8% 18.212 2T(7'-5),P0(7'-5),C(7'-5) 110'-1016 Pv CM 1.6820 16.94 2.45 120 0.009607 7-6 Pf 0.072 901 12'-8% 18.212 Pe 1190 12'-8'% 18.284 7'-6 Pv Route 15 CM 1.6820 24.19 3.49 120 0.018564 7'-2 Pf 0.317 1972 12'-0 8.99+15.21 14.246 Flow(q)from Route 17 and 20 9'-11 Pe 2040 12'-0 14.563 P0(9'-11) 17'-1 Pv BL 1.4420 24.19 4.75 120 0.039290 81'-9% Pf 4.284 2040 12'-0 14.563 27-3 Pe -0.307 2087 1Z-8%z 18.540 2T(7-5),2LtE(2'-5'%),P0(7'-5) 109'-0'/z Pv CM 1.6820 24.19 3.49 120 0.018564 8'-7 Pf 0.159 2087 17-8% 18.540 Pe -0.000 1930 12'-8'%z 18.699 8'-7 Pv ® Route 16 BL 1.4420 4.91 0.96 120 0.002055 8'-7% Pf 0.033 1831 14'-0% 13.55 12.952 Flow(q)from Route 5 T-5 Pe 1836 14'-0% 12.985 T(7'-5) 16'-1 Pv ea Route 17 BL 1.4420 8.99 1.77 120 0.006290 10'-11% Pf 0.162 1968 14'-0'% 11.42 13.192 Flow(q)from Route 10 14'-10% Pe 0.892 1972 1Z-0 14.246 T(7'-5),P0(7'-5) 25'-9'% Pv es Route 18 BL 1.4420 20.91 4.11 120 0.030015 81'-2 Pf 3.551 1335 12'-0 15.337 PO(T-5) 3T-2 Pe -0.307 1316 12'-8'% 18.581 2T(7'-5),PO(T-5),C(7'-5) 118'-4 Pv es Route 19 BL 1.4420 11.99 2.36 120 0.010720 12-6 Pf 0.134 1590 13'-10'% 6.20 12.202 Flow(q)from Route 2 Pe 1594 13'-10% 12.336 1 Z-6 Pv Route 20 CM _ 1.6820 15.21 2.20 120 0.007863 8'-1'/z Pf 0.064 1835 12'-0 6.50 14.182 Flow(q)from Route 1 Pe 1972 12'-0 14.246 8'-1%Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) I C Value Multiplier II / Actual Inside Diameter `°'87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 0A,0M.E.P.CAD, Inc. AAutoSPRINK2019v15.1.23.0 10/11/2021 7:16:29AM Page 13 Hydraulic Analysis��� Hd li Ali y y � Job Number: PC0318-ARES Report Description:Light Hazard(NE Cooridor-#6) 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 DY Dynamic Velocity fps BFP Bacerflykflow ValvPreve BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DelV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11Y.°Elbow points Ee2 22%Elbow Pv Velocity pressure at a point in a pipe 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. dl�AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:16:29AM Page 14 IWO Hydraulic Summary Job Number:PC031 B-ARES Report Description:Light Hazard(L2 NW Corridor-#7) Job Job Number Design Engineer PC0318 Tim Carpenter Job Norm Slet.GerdecerloMJcenw Number Art Rutkin Elementary School 67508 Address I ANJ 15600 SW River Terrace Blvd. City of Tigard Address 2 Job SletulHMg Tigard,OR 97224 Art Rutkin _ Address 3 Drawing Name Art Rutkin-FP.cad System Remote Area(s) Mast Demanding Sprinkler Data occupancy Job Wax 5.6 K-Factor 16.80 at 9.000 Light Hazard ARES Heu Agowence At Sara Denali) Area otApplketla, --._ 100.00 0.10gpm/ft2 1500ft2(Actual 949ft2) Additional Hoes Supplies Number Of Sprinklers Calculates Number Of Noahe°swabs( Counts Per Sprinkler Node Flowlgom) 9 0 168ft2 OF rs:l. cQN/ 7775062E 10-13-2021 Total Hose Steams OREGON 100.00 System Flow Demand Total Wei Required(Including How Allowance) J 154.39 254.39 ' O�(l Q. P N 10 2 w-4 r- 3� Maximum Prwwre Unbalance In loops Q 0.000 L. Maximum VNodty Above Ground 9.08 between nodes 1518 and 4016 EXPIRATION DATE:112/31/2022 Maximum Velocity Under Ground 1.60 between nodes 5 and 11 volume cepacryotWM Pipe Volume upacltyof Dry Plow 2945.76ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) © (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 71.669 254.39 52.804 18.865 Contractor Contractor Number Contact Name Connect Title 24PCO244 Tim Carpenter Designer Name of Contractor. Phone EMelHlon Cosco Fire Protection 360-883-6383 11915 Address I FM 2501 SE Columbia Way#100 360-883-6390 Address E-met Vancouver,WA 98661 tarpenter©coscofire.com Address 3 _.._- Web-Ste www.coscofire.com (�,©M.E.P.CAD, Inc. 10 AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:28AM Page 1 �1y3 Hydraulic Graph Job Number: PC0318-ARES ��7711 Report Description:Light Hazard(L2 NW Corridor-#7) Water Supply at Node 1 100 90 Static Pressure 88.000 80 70 60 154 •♦.39)52.804 254.39 with hose streams 5 50 go o. 40 ystem demand curve 30 20 .00 @ 20.000 10 0 711W11IIIIl III I I I I I I I I I I I�)� � I I I I � ) � I I i I 1 1 1 1 I I l l l l i i 1 l l l l l l l l l 1 1 1 1 1 I 1 1 1 l l l l l l l 1 1 ri l50 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static'.Pressure - - - - - 88.000 Residual Pressure 20.000 @ 550.00 Available Pressure at Tlme of Test 71.669 @ 254.39 System Samara, - - 52.804 @ 154.39 System oernak(Ih[rudlrg lsmeanuwnce at Source) - - -52.804 @ 254.39 ©M.E.P.CAD, Inc. l AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:29AM Page 2 8�i Hydraulic Graph ` Job Number:PC0318-ARES ®�1 Report Description:Light Hazard(L2 NW Corridor-#7) BOR 100 90 Static Pressure 88.000 80 70 60 g 50 �4.39 @ 45.468 a 254.39 with hose streams 40 30 ystem demand curve 20 50.00 @ 20.000 7 10 0INA11111111111111111111111 I l l l l 1 l I I t 1 1 l 1 l 1 1 l 1 1 1 1 1 1 1 1 l l l l l l l l l 11 I I I I l l l I I I I 11 I I I °I50 3W 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static.Pressure N/A Residual:Pressure N/A Available Pressure at Time of Test N/A Sett.Deng 45.468 @ 154.39 System Demad(Including Hese Mamma m Source) 45.468 @ N/A (A,©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:29AM Page 3 1113 Summary Of Outflowing Devices 1 Job Number:PC0318-ARES Si ' Report Description:Light Hazard(L2 NW Corridor-#7) Actual Flow ' Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (Psi) Sprinkler 5491 17.64 16.80 5.6 9.919 Sprinkler 5493 17.65 16.80 5.6 9.932 Sprinkler 5500 17.31 16.80 5.6 9.552 Sprinkler 5501 17.38 16.80 5.6 9.632 Sprinkler 5508 17.05 16.80 5.6 9.272 Sprinkler 5509 16.87 16.80 5.6 9.072 _ Sprinkler 5514 16.84 16.80 5.6 9.044 b Sprinkler 5520 16.80 16.80 5.6 9.000 Sprinkler 5529 16.85 16.80 5.6 9.059 rt. Most Demanding Sprinkler Data 1,5,©M.E.P.CAD, Inc. IA AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13''31AM Page 4 �lr Y�1 Node AnalysisII Job Number:PC0318-ARES Report Descri.tion:Light Hazard(L2 NW Corridor-#7) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 52.804 154.39 5491 25'-0 S.r-9.919,fd 21'-0 9.919 17.64 5493 25'-4 S•r-9.932,fd 21'-0 9.932 17.65 5500 26'-10'% S.r-9.552 ,fd 21'-0 9.552 17.31 5501 26'-7% Spr(-9.632),fd(21'-0) 9.632 17.38 5508 28'-2 Spr(-9.272),fd(21'-0) 9.272 17.05 5509 2T-11 Spr(-9.072),fd(21'-0) 9.072 16.87 5514 27'-11 Spr(-9.044),fd(21-0) 9.044 16.84 5520 2T-11 S.r-9.000,fd 21'-0 9.000 16.80 5529 2T-11 Spr(-9.059),fd(21'-0) 9.059 3 -4'-0 E(30'-6%) 52.794 5 -4'-0 C 59'-4% 48.187 7 -4'-0 T(98'-3'/a) 52.797 11 -4%0 47.861 15 1'5% fT(31'-5),BOR 45.468 149 12-6 PO 7'-5 40.674 169 13'-10 PO 7'-5 40.103 111 183 12'-6 PO T-5 40.674 187 13'-10 PO 7'-5 40.103 209 13'-8% PO T-5 40.157 236 12'-6 PO(T-5) 40.674 237 13%10 T T-5 40.103 243 13'-8% PO T-5 40.157 250 13'-10 PO 7'-5 40.103 273 13'-10 PO 7'-5 40.103 338 13%10 PO 7-5 40.103 373 12'3 PO T-5 40.789 375 13'-10 PO 7'-5 40.103 382 13'-7 P0(7'-5) 40.207 429 13'-7 PO 7'-5 40.207 543 12%3 PO 9'-11 40.789 543 13'-7 P0(7'-5) 40.207 589 13'-7 PO 7'-5 40.207 671 1 T-3 PO T-5 40.789 728 -5 45.197 801 1'-5'/: PO(21'-4%) 45.438 901 12%8% PO 9'-11 ,C 9'-11 40.591 922 12'-0'-O PO(9'-11) 40.898 942 17-6 P012'-3% 40.687 999 12'-3 PO 7'-5 40.789 1014 1'-5% P0(20'-2) 45.435 1190 12'-8'% PO(7'-5),C(7'-5) 40.591 1211 12'-0 PO(9'-11) 40.898 1253 12'-6 P0(12-3'/:) 40.687 1316 12'-8% PO(T-5),C(7'-5) 40.591 1335 12'-0 P0(9'-11) 40.898 1410 12'-6 P0(12'-3%) 40.687 1518 11'-4% P0(16'-5%) 39.573 1529 11'-0% PO(21'-4''A) 41.280 1532 12'-6 PO(7'-5) 40.687 1570 12'-8'% PO(T-5),C(7'-5) 40.591 1582 13'-10% PO 7-5 40.078 1586 13'-10'% PO 7-5 40.078 1590 13'-10'% PO 7'-5 40.078 1594 13'-10% PO T-5 40.078 1597 12'-0 PO 9'-11 40.898 1642 12-0 PO 5'-0 40.898 1660 12'-3 P016'-5'% 40.789 1671 12-8% P0(12'3%z) 40.591 1701 13'-8'% P0(7'-5) 40.157 1704 12'-3 P0(16'-51.4) 40.789 1709 12'-3 P0(12-3%) 40.789 Ql6,©M.E.P.CAD, Inc. 'm AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:33AM Page 5 /= + Node Analysis . Job Number:PC0318-ARES Report Description:Light Hazard(L2 NW Corridor-#7) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1742 _ 12'-3 PO(16.-5%) 40.789 1809 12'-3 P0(7-5) 40.789 1814 17-8'% P0(9.-11) 40.591 1827 14'-0'%z PO(7'-5) 40.006 1831 14'-0% PO(7'-5) 40.006 1835 17-0 P0(9'-11) 40.898 1836 14'-0'% T(T-5) 40.006 1850 13'-3 P0(26'-4) 40.324 1866 12'-3 P0(7'-5) 40.789 1887 12'-3 P0(7'-5) 40.789 1908 12'-3 P0(7-5) 40.789 1930 12-8% P0(9'-11) 40.591 1964 14'-0'% P0(7.-5) 40.006 1968 14'-0'% PO(7'-5) 40.006 1972 12'-0 P0(9'-11) 40.898 2040 12'-0 P0(9'-11) 40.898 2062 12-3 PO(7'-5) 40.789 2076 12'-3 P0(7.-5) 40.789 2087 17-8% PO(7'-5) 40.591 2160 18'-2'''A T(9.-11) 38.185 2161 16'-10 P0(15'-0),C(15'-0) 38.766 2231 16'-5 T(9'-11) 38.960 2232 15'-1 PO(15'-0),C(15'-0) 39.539 2239 20'-0 PO(5'-0) 37.406 2256 17-8 P0(7-5) 38.415 2259 20'-0 P0(5'-0) 37.406 2267 18'-11'/z P0(5'-0) 37.848 2272 20'-0 P0(5'-0) 37.406 2278 16'-9 PO(T-5),C(T-5) 38.801 2279 23'-4'% PO(9'-11) 35.941 2308 14'-11'% T(9'-11) 39.584 2309 13'-7% P0(15'-0) 40.161 2317 18'-11%z P0(5.-0) 37.848 2320 20'-0 P0(5'-0) 37.406 2332 18'-11'% P0(5'-0) 37.848 2333 20'-0 P0(5'-0) 37.406 2339 20'-0 T(T-5) 37.406 2340 22'-3 P0(9'-11) 36.428 2367 18'-11% P0(5'-0) 37.848 2380 13'-7 T(9'-11) 40.188 2385 123 P0(15'-0),C(15'-0) 40.763 2394 18'-11'%z P0(5'-0) 37.848 2406 1T-5'/ PO(T-s) 38.493 2407 18'-11'% T(T-5) 37.848 2416 21'-1'% P0(9'-11) 36.917 2469 16'-7 P0(7'-5) 38.881 2483 12'-1% T(9'-11) 40.809 2486 10'-10 P0(15'-0) 41.382 2518 14'-2'% 39.909 2583 17'-1 P0(20'-2) 38.663 2657 17'-1 PO(20'-2) 38.663 2660 10'-8''A T(9.-11) 41.436 2664 9'-4'% P0(15'-0),C(15'-0) 42.007 2743 11'-2 P0(16'-5%) 41.232 3107 10'-2% P0(12'-3%z) 41.637 3366 10'3 P0(14'-3) 41.626 3368 10'-3 P0(14'-3) 41.626 3369 10'-3'% PO(4'-3%) 41.618 3371 10.-3'% PO(4'-3%),C(4'-3%) 41.617 3372 10'-3'% PO(4.-3'%z) 41.609 3374 10'-3'%z PO(4'-3''A), C(4'-3%) 41.608 3375 10'3% fT(11'-5),C(14.-3) 41.603 k,0 M.E.P.CAD, Inc. a AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:33AM Page 6 Job Number: 318-ARES N��ISM Node Analysis I Report Descri•tion:Light Hazard(L2NWComdorr-#7) Ill Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3376 10'-3'/x 41.603 3377 10'-3% P0(7'-114) 41.600 3379 10'-4 PO(7'-1%) 41.600 3380 10'-4 PO 7-1% 41.592 3382 10'-4 PO 7-1'% 41.591 3383 10'-4 PO(T-1%) 41.583 3385 10'-4 PO(T-1'%) 41.583 3414 30'-7'% P0(7-5) 11.650 3438 30'-7'/x PO(5'-0) 11.363 3439 30'-7% PO 5'-0 11.379 3440 30'-7% PO 7'-5 11.666 3467 33'-8 P0(5'-0) 9.947 3470 30'-714 P0(7'-5) 11.715 3477 33'-8 P0(5'-0) 9.966 3507 34'-1'% PO 5'-0 9.868 3512 31'-7'/m P0(7'-5) 11.549 3524 34'-1'% PO(5'-0) 9.898 3529 3T-8'% PO 5'-0 9.944 3550 32'-B% PO(5'-0) 9.887 3562 30'-0 PO 7'-5 12.584 3574 32'-8% PO 5'-0 9.9 -- 3604 28'-11 P0(12'-3'%) 13.328 3648 30'-7% PO T-5 15.643 3691 26'-6 P0(5'-0) 14.535 3720 30'-3 P0(7-5) 24.610 3749 30'-8% PO 9'-11 23.840 3787 30'-7'/: PO(T-5) 15.699 3833 30'-3 PO 7-5 24.626 3869 30'-8% PO 7'-5 23.808 3898 30'-7% PO(T-5) 15.878 3969 30'-3 PO(7'-5) 24.713 3998 30'-8'% PO(T-5) 23.749 4008 30'-714 P0(7-5) 16.148 4016 30'-3 PO(9'-11) 24.870 4063 30'-0% P016'-5'% 17.585 4078 32'-7 PO(7'-5) 22.756 4114 32'-7 P0(5'-0) 22.695 4118 32'-7 P0(5'-0) 22.690 4119 32'-7 P0(5'-0) 22.685 4125 32'-7 P0(7-5) 22.675 4179 29'-214 P0(7'-5) 17.691 4182 31-5% P0(9'-11) 21.760 4219 2T-11'/ PO(T-5) 18.197 4233 31'-1'% PO(T-5) 22.239 4255 30'-9 P0(5'-0) 23.039 4257 30'-9 PO 5'-0 23.092 4260 30'-9 P0(7-5) 23.261 4334 26'-7% P0(7-5) 18.755 4359 29'-7% P0(9'-11) 23.017 4381 29'-7% PO 5'-0 23.500 4383 29'-7'% PO 5'-0 23.545 4392 29'-7% PO(7'-5) 23.689 4451 28'-4'% PO(9'-11) 23.617 4464 28'-414 P0(5'-0) 24.092 4471 28'-4% PO 7'-5 24.221 4810 30'-7'% fE(4'-3Y:) 16.791 4933 32'-7 PO 5'-0 22.701 5089 18'-2% = S.rinkler 5090 18'-2% S.rinkler 5093 18'-2% S•r 38.185 5107 16'-5 Spr 38.960 Sprinkler 5111 16'-5 Spr 38.960 Sprinkler it„,©M.E.P.CAD,Inc. IIAutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:33AM Page 7 =i Node AnalysisII Job Number:PC0318-ARES Report Description:Light Hazard(L2 NW Corridor-#7) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5115 16'-5 Spr 38.960 Sprinkler 5130 14'-11% Spr 39.584 Sprinkler 5139 14'-11'% Spr 39.584 Sprinkler __ 5155 13'-7 Spr 40.188 Sprinkler 5167 13'-7 Spr 40.188 Sprinkler 5189 12'-1'% Spr 40.809 Sprinkler 5200 12'-1'% Spr 40.809 Sprinkler 5248 10'-8'/ Spr 41.436 Sprinkler 5269 10'-8'% Spr 41.436 Sprinkler 5418 14'-4% Spr 39.847 Sprinkler 5419 14'-4% Spr 39.847 Sprinkler 5420 14'-4% Spr 39.847 Sprinkler 5421 14'-4% Spr 39.847 Sprinkler 5422 14'-4'/: Spr 39.847 Sprinkler 5457 12'-6% Spr 40.631 Sprinkler 5458 12'-6% Spr 40.631 Sprinkler 5459 12'-6'% Spr 40.631 Sprinkler 5460 12-6% Spr 40.631 Sprinkler 5461 12'-6% Spr 40.631 Sprinkler 5462 17-6% Spr 40.631 Sprinkler 5477 28'-4'% PO(5'-0) 24.051 Sprinkler (7, ©M.E.PCAD, Inc. ,0 AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:33AM Page 8 All Hydraulic Analysis I Job Number.PC0318-ARES Report Description:Light Hazard(L2 NW Corridor-#7) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length es Route 1 AO 1.0490 16.80 6.24 12 0.094254 3'-7'% Pf 2.980 5520 27'-11 16.80 5.6 9.000 Sprinkler, 28.-0 Pe -2.093 3550 32'-8'A 9.887 E(2'-0),PO(5.-0),fd(21'-0) 31'-7'Y Pv BL 1.4420 8.88 1.74 120 0.006147 1Z-6 Pf 0.077 3550 32.-8'% 9.887 Pe 3574 37-8% 9.964 12.-6 Pv BL 1.4420 25.73 5.05 120 0.044037 102'-5 Pf 5.274 3574 32.-8% 16.85 9.964 Flow(q)from Route 3 17'-0 Pe 0.911 4008 30.-7% 16.148 T(7'-5),LtE(2'-5%),PO(T-5) 119.-9 Pv CM 2.1570 94.52 8.30 120 0.068796 0'-8% Pf 0.642 4008 30.-7% 68.79 16.148 Flow(q)from Route 4 8'-7% Pe -0.000 4810 30'-7Yz 16.791 2fE(4.-3+/=) 9.-4 Pv CM 2.6350 94.52 5.56 120 0.025954 4'-2% Pf 0.537 4810 30'-7% 16.791 16.-5% Pe 0.257 4063 30'-0% 17.585 PO(16'-5%) 20'-8%Pv CM 2.6350 154.39 9.08 120 0.064326 64.-6% Pt 4.795 4063 30'-O% 59.86 17.585 Flow(q)from Route 2 10.-0 Pe -0.620 4182 31.-5'% 21.760 fE(5'-10'/:),Ee2(4'-l%) 74.-6'%Pv CM 2.6350 132.33 7.79 120 0.048367 6'-111h Pf 1.477 4182 31.-5% 21.760 23'-7 Pe -0.481 4078 32.-7 22.756 4fE(5-10'%) 30'-6%Pv CM 2.6350 134.47 7.91 120 0.049821 10'-3% Pf 1.100 4078 3Z-7 2.14 22.756 Flow(q)from Route 19 11'-9% Pe 1.014 4016 30'-3 24.870 2fE(5'-10%) 22.-1 Pv FR 2.6350 154.39 9.08 120 0.064326 49.-6 Pt 6.518 4016 30'-3 19.92 24.870 Flow(q)from Route 11 51'-10 Pe 8.185 1518 11.-4% 39.573 6fE(5'-10'/:),PO(16'-5%) 101'-4 Pv CM 3.2600 154.39 5.93 120 0.022815 35.-3% Pf 1.572 1518 11'-4% 39.573 33'-7 Pe 4.290 1014 1'-5% 45.435 2fE(6'-8%),PO(20'-2) 68'-10%Pv CM 6.3570 154.39 1.56 120 0.000883 4'-0 Pf 0.004 1014 1'-5% 45.435 Pe 801 1'-514 45.438 4'-0 Pv CM 6.3570 154.39 1.56 120 0.000883 2'-0 Pf 0.030 801 1'-5% 45.438 31.-5 Pe 0.000 15 1'-5'% 45.468 fT(31'-5),BOR 33.-5 Pv UG 6.3570 154.39 1.56 120 0.000883 12'-8'% Pf 0.027 15 1'-5'% 45.468 1 T-7 Pe 2.366 11 -4'-0 47.861 E(1T-7) 30'-3% Pv UG 6.2800 154.39 1.60 140 0.000704 441'-6 Pr 0.326 11 -4.-0 47.861 22'-1 Pe 0.000 5 -4'-0 48.187 2EE(11-0'14) 463'-6%Pv UG 8.3900 154.39 0.90 140 0.000172 69.-5% Pr 4.607 5 -4.-0 48.187 30.-6% Pe 3 -4'-0 52.794 BFP(-4.590),E(30'-6%) 100'-0 Pv UG 12.4600 154.39 0.41 140 0.000025 10.-0 Pr 0.003 3 -4'-0 52.794 98'-3% Pe 7 -4'-0 52.797 T(98'-3%) 108'-3'% Pv UG 6.2800 154.39 1.60 140 0.000704 10.-0 Pf 0.007 7 -4'-0 52.797 Pe 1 -4'-0 52.804 Water Supply 10.-0 Pv 100.00 Hose Allowance At Source 1 254.39 en Route 2 AO 1.0490 16.84 6.25 120 0.094679 3'-7'% Pf 2.993 5514 27'-11 16.84 5.6 9.044 Sprinkler, 28.-0 Pe -2.093 3529 32.-8% 9.944 E(2'-0),PO(5.-0),fd(21'-0) 3 F-7Yz Pv BL 1.4420 24.77 4.87 120 0.041030 12.-6 Pt 1.123 3529 32-8% 7.92 9.944 Flow(q)from Route 29 14'-10'% Pe 0.481 3512 31.-7Yz 11.549 T(7.-5),PO(T-5) 2T-4%z Pv CM 2.1570 59.86 5.26 120 0.029549 11-5%z Pf 0.338 3512 31'-7'% 35.10 11.549 Flow(q)from Route 5 Pe 0.697 3562 30'-0 12.584 11'-5%Pv BL 1.4420 20.18 3.96 120 0.028081 139'-10% Pf 4.763 3562 30.-0 12.584 PO(T-5) 29.-8% Pe 0.343 4179 29'-2'% 17.691 T(7'-5),3LtE(2'-5%),PO(T-5) 169'-7%Pv IAA M E.P.CAD, Inc. OlAutoSPRINK 2019 v15.1.23.0 1011212021 8:13:36AM Page 9 ilk- Hydraulic Analysis I Job Number:PC0318-ARES Report Description:Light Hazard(L2 NW Corridor-#7) 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 2.6350 59.86 3.52 120 0.011148 5'-10 Pf 0.248 4179 29'-2% 39.69 17.691 Flow(q)from Route 10 16'-5'/ Pe -0.354 4063 30'-0'% 17.585 PO(16-5%) 22'-314 Pv • Route 3 AO 1.0490 16.85 6.26 120 0.094823 3'-7'% Pf 2.998 5529 2T-11 16.85 5.6 9.059 Sprinkler, 28'-0 Pe -2.093 3574 32'-8'% 9.964 E(2'-0),P0(5'-0),fd(21'-0) 31'-7% Pv • Route 4 AO 1.0490 16.87 6.26 120 0.094951 6'-1114 Pf 3.509 5509 27'-11 16.87 5.6 9.072 Sprinkler, 30'-0 Pe -2.683 3524 34'-1A 9.898 2E(2'-0), PO(5-0),fd(21'-0) 36'-11Y1 Pv BL 1.4420 22.50 4.42 120 0.034370 110'-2 Pf 4.468 3524 34'-1% 5.64 9.898 Flow(q)from Route 23 19'-10 Pe 1.512 3898 30'-7Yz 15.878 2LtE(2'-5%),T(T-5),PO(7'-5) 130'-0 Pv CM 2.1570 68.79 6.04 120 0.038219 7'-1 Pt 0.271 3898 30'-7% 46.29 15.878 Flow(q)from Route 7 Pe 4008 30'-714 16.148 7'-1 Pv • Route 5 AO 1.0490 17.05 6.33 120 0.096889 4'-8 Pf 3.166 5508 28'-2 17.05 5.6 9.272 Sprinkler, 28'-0 Pe -2.570 3507 34'-1'% 9.868 E(2'-0),PO(5'-0),fd(21'-0) 32'-8 Pv BL 1.4420 11.42 2.24 120 0.009791 19'-414 Pf 0.335 3507 34'-1% 9.868 14'-1014 Pe 1.512 3470 30'-7% 11.715 T(7'-5),PO(T-5) 34'-3 Pv CM 2.1570 35.10 3.08 120 0.011004 10'-11% Pf 0.263 3470 30'-7% 23.68 11.715 Flow(q)from Route 6 12'-11 Pe -0.429 3512 31'-7% 11.549 3fE(4'-3Yz) 23'-10%z Pv • Route 6 AO 1.0490 17.31 6.42 120 0.099587 5'-6% Pf 3.340 5500 26'-10'/z 17.31 5.6 9.552 Sprinkler, 28'-0 Pe -2.945 3467 33'-8 9.947 E(2'-0),PO(5'-0),fd(21'-0) 33'-6%z Pv BL 1.4420 11.80 2.32 120 0.010411 22'-11 Pf 0.393 3467 33'-8 9.947 14'-10% Pe 1.326 3440 30'-7Yz 11.666 T(7'-5),PO(7'-5) 37'-9'%Pv CM 2.1570 23.68 2.08 120 0.005315 9'-3'% Pf 0.049 3440 30'-7'% 11.88 11.666 Flow(q)from Route 24 Pe 3470 30'-7Yz 11.715 9'-3'/Pv • Route 7 AO 1.0490 17.38 6.45 120 0.100360 5'-9'% Pf 3.393 5501 26'-7% 17.38 5.6 9.632 Sprinkler, 28'-0 Pa -3.058 3477 33'-8 9.966 E(2-0),PO(5'-0),fd(21-0) 33'-9''/z Pv BL 1.4420 22.89 4.50 120 0.035459 109'-5 Pf 4.407 3477 33'-8 5.51 9.966 Flow(q)from Route 30 14'-10''/z Pa 1.326 3787 30'-7'% 15.699 T(7'-5), PO(T-5) 124'-3'/z Pv CM 2.1570 46.29 4.06 120 0.018364 9'-9 Pf 0.179 3787 30'-7'/ 23.40 15.699 Flow(q)from Route 8 Pe 3898 30'-7% 15.878 9'-9 Pv • Route 8 AO 1.0490 17.64 6.55 120 0.103128 6'-3 Pf 3.737 5491 25'-4 17.64 5.6 9.919 Sprinkler, 30'-0 Pe -2.294 3438 30'-7%z 11.363 2E(2'-0),PO(5'-0),fd(21'-0) 36'-0 Pv BL 1.4420 5.76 1.13 120 0.002758 5'-11 Pf 0.016 3438 30'-7'% 11.363 Pe 3439 30'-7'% 11.379 5'-11 Pv BL 1.4420 23.40 4.60 120 0.036954 107-11'/z Pf 4.265 3439 30'-71/ 17.65 11.379 Flow(q)from Route 9 7'-5 Pe 3648 30'-7% 15.643 PO(T-5) 115'-5 Pv CM 2.1570 23.40 2.05 120 0.005200 10'-714 Pf 0.055 3648 30'-7% 15.643 Pe 3787 30'-7%z 15.699 10'-7% Pv • Route 9 AO 1.0490 17.65 6.55 120 0.103244 6'-3 Pf 3.741 5493 25'-4 17.65 5.6 9.932 Sprinkler, 30'-0 Pe -2.294 3439 30'-7Yz 11.379 2E(2'-0), P0(5'-0),fd(21'-0) 36'-3 Pv o► Route 10 CM 2.6350 19.35 1.14 120 0.001379 9'-4'/z Pf 0.013 4334 26'-7%z 19.35 18.755 Flow(q)from Route 15 Pe -0.571 4219 2T-11 Yz 18.197 9'-4%z Pv [M ©M.E.P.CAD, Inc. n( AutoSPRINK 2019 v15,1.23.0 10/12/2021 8:13:36AM Page 10 Ain Hydraulic Analysis I Job Number:PC0318-ARES Report Description:Light Hazard(L2 NW Corridor-#7) 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 2.6350 39.69 2.33 120 0.005211 9'-1 Pf 0.047 4219 2T-11'/, 20.34 18.197 Flow(q)from Route 16 Pe -0.554 4179 29'-2% 17.691 9'-1 Pv ® Route 11 BL 1.4420 7.13 _ 1.40 120 0.004103 161-7% Pf 0.765 3998 30'-8'/, 19.92 23.749 PO(T-5),Flow(q)from Route 13 24'-9% Pe 0.199 3969 30'-3 24.713 T(7'-5),LtE(2'-5%) PO(T-5) 186'-4%Pv CM 1.6820 19.92 2.88 120 0.012955 2'-2% Pf 0.157 3969 30'-3 12.78 24.713 Flow(q)from Route 12 9'-11 Pe 0.000 4016 30'-3 24.870 PO(9'-11) 12'-1 Pv -. Route 12 CM 1.6820 12.78 1.85 120 0.005704 10'-4 Pf 0.087 3833 30'-3 6.45+6.34 24.626 Flow(q)from Route 14 and 26 4'-11% Pe 0.000 3969 30'-3 24.713 2LtE(2'-5%) 15-3%Pv • Route 13 CM 1.6820 22.05 3.18 120 0.015642 6'-1% Pf 0.328 4182 31'-53, 21.760 P0(9'-11) 14'-10 Pe 0.152 4233 31'-1% 22.239 2LtE(2-53,) 20'-11% Pv CM 1.6820 14.12 2.04 120 0.006855 10'-6 Pf 0.140 4233 31'-13, 22.239 9'-11 Pe 0.638 4359 29'-7% 23.017 P0(9'-11) 20'-4%,Pv BL 1.4420 7.26 1.43 120 0.004242 113'-10 Pf 0.483 4359 29'-7'/, 23.017 Pe 0.000 4381 29'-7% 23.500 113'-10 Pv BL 1.4420 7.26 1.43 120 0.004242 . 10'-8 Pf 0.045 4381 29'-73, 23.500 Pe 4383 29'-7% 23.545 10'-8 Pv BL 1.4420 7.26 1.43 120 0.004242 26'-5 Pf 0.144 4383 29'-7%, 23.545 7'-5 Pe 4392 29'-7% 23.689 PO(T-5) 33'-10 Pv CM 1.6820 14.12 2.04 120 0.006855 7'-11 Pf 0.054 4392 29'-7% 6.86 23.689 Flow(q)from Route 17 Pe -0.482 4260 30'-9 23.261 7'-11 Pv CM 1.6820 22.05 3.18 120 0.015642 12'-11% Pf 0.203 4260 30'-9 7.93 23.261 Flow(q)from Route 18 Pe -0.789 4125 32'-7 22.675 12'-11%Pv CM 1.6820 19.92 2.88 120 0.012955 12'-7 Pf 0.259 4125 32'-7 22.675 7'-5 Pe 0.815 3998 30'-8% 23.749 3LtE(2'-5%) 20'-0 Pv m, Route 14 CM 1.6820 6.45 0.93 120 0.001607 9'-11 Pf 0.016 3720 30'-3 6.45 24.610 Flow(q)from Route 27 Pe 0.000 3833 30'-3 24.626 9'-11 Pv e1 Route 15 CM 2.1570 39.69 3.48 120 0.013814 7-8 Pf 0.276 3562 30'-0 20.18 12.584 Flow(q)from Route 2 12'-3%, Pe 0.468 3604 28'-11 13.328 P0(12.-3%) 20'-0 Pv CM 2.1570 19.35 1.70 120 0.003656 10'-10% Pf 0.161 3604 28'-11 13.328 P0(12-3'%) 33'-2% Pe 1.046 3691 26'-6 14.535 2fE(4'-3'A),P0(17-3%) 44'-1%,Pv BL 1.4420 19.35 3.80 120 0.025986 139'-4%, Pf 4.265 3691 26'-6 14.535 24'-9% Pe -0.045 4334 26'-7% 18.755 4LtE(2'-514),T(7'-5),PO(T-5) 164'-1%Pv ea Route 16 BL 1.4420 20.34 4.00 120 0.028507 138'-0% Pf 4.439 3604 28'-11 19.35 13.328 Flow(q)from Route 15 17'-4 Pe 0.429 4219 27'-11% 18.197 T(T-5),LtE(2'-5%),PO(7'-5) 155'-8'% Pv ei Route 17 _CM 1.6820 6.86 0.99 120 0.001801 9'-0 Pf 0.052 4359 29'-7%, 23.017 PO(9'-11) 19'-9%, Pe 0.549 4451 28'-4% 23.617 P0(9'-11) 28'-9%Pv BL 1.4420 6.86 1.35 120 0.003812 113'-10 Pf 0.434 4451 28'-4% 23.617 Pe 0.000 5477 28'-4% 24.051 113'-10 Pv BL 1.4420 6.86 1_35 120 0.003812 10'-8 Pf 0.041 5477 28%4'% 24.051 Pe 4464 28'-4% 24.092 10'-8 Pv [/©M.E.P.CAD, Inc. inAutoSPRINK 2019 v15 1.23.0 10/12/2021 8.'13:36AM Page 11 ���I1lllY� Hydraulic Analysis I Job Number:PC0318-ARES XI Report Description:Light Hazard(L2 NW Corridor-#7) 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 1.4420 6.86 1.35 120 0.003812 26'-5 Pf 0.129 4464 28'-4% 24.092 7'-5 Pe 4471 28'-4% 24.221 P0(7-5) 33'-10 Pv CM 1.6820 6.86 0.99 120 0.001801 9'-0 Pf 0.016 4471 28'-4% 24.221 Pe -0.549 4392 29'-7'% 23.689 9'-0 Pv o Route 18 BL 1.4420 7.93 1.56 120 0.004995 10'-8 Pf 0.053 4255 30'-9 7.93 23.039 Flow(q)from Route 28 Pe -0.000 4257 30'-9 23.092 10'-8 Pv BL 1.4420 7.93 1.56 120 0.004995 26'-5 Pf 0.169 4257 30'-9 23.092 7'-5 Pe -0.000 4260 30'-9 23.261 PO(T-5) 33'-10 Pv sr Route 19 BL 1.4420 2.14 0.42 120 0.000441 10Z-8 Pf 0.055 4933 32-7 2.14 22.701 Flow(q)from Route 20 22'-3% Pe -0.000 4078 3Z-7 22.756 T(7'-5),3LtE(2'-5%),PO(T-5) 124'-11%Pv se Route 20 BL 1.4420 2.14 0.42 120 0.000441 11'-5 Pf 0.005 4118 32'-7 2.14 22.690 Flow(q)from Route 21 Pe 4114 32'-7 22.695 11'-5 Pv BL 1.4420 2.14 0.42 120 0.000441 12'-11 Pf 0.006 4114 32'-7 22.695 Pe 0.000 4933 32'-7 22.701 12'-11 Pv •-• Route 21 BL 1.4420 2.14 0.42 120 0.000441 11'-8 Pf 0.005 4119 32'-7 2.14 22.685 Flow(q)from Route 22 Pe 0.000 4118 32-7 22.690 11'-8 Pv Gli Route 22 BL 1.4420 2.14 0.42 120 0.000441 14'-11 Pf 0.010 4125 32'-7 22.675 PO(T-5) 7'-5 Pe 4119 32'-7 22.685 22'-4 Pv Gli Route 23 BL 1.4420 5.64 1.11 120 0.002654 11'-2 Pf 0.030 3507 34'-1'% 11.42 9.868 Flow(q)from Route 5 Pe 3524 34'-1'% 9.898 11-2 Pv ee Route 24 CM 2.1570 11.88 1.04 120 0.001484 10'-7'% Pf 0.016 3414 30'-7% 11.88 11.650 Flow(q)from Route 25 Pe 3440 30'-7'% 11.666 10'-7'%Pv ® Route 25 BL 1.4420 11.88 2.33 120 0.010544 19'-10 Pf 0.288 3438 30'-7'% 5.76 11.363 Flow(q)from Route 8 7'-5 Pe 3414 30'-7% 11.650 P0(7-5) 2T-3'%Pv Route 26 CM 1.6820 12.78 1.85 120 0.005704 10'-4 Pf 0.059 3998 30'-8% 19.92 23.749 Flow(q)from Route 13 Pe 3869 30'-8% 23.808 10'-4 Pv BL 1.4420 6.34 1.25 120 0.003297 162-10 Pf 0.618 3869 30'-8% 23.808 P0(7'-5) 24'-9% Pe 0.199 3833 30'-3 24.626 T(7'-5),LtE(2'-5%), PO(7'-5) 187'-7 Pv o Route 27 CM 1.6820 6.45 0.93 120 0.001607 9'-11 Pf 0.032 3869 30'-8Y2 6.34 23.808 Flow(q)from Route 26 9'-11 Pe 3749 30'-8'% 23.840 PO(9'-11) 19'-9%Pv BL 1.4420 6.45 1.27 120 0.003401 155'-5 Pf 0.571 3749 30'-8% 23.840 12'-4% Pe 0.199 3720 30'-3 24.610 2LtE(2'-5%),PO(T-5) 167'-10 Pv ao Route 28 BL 1.4420 7.93 1.56 120 0.004995 116'-5 Pf 0.643 4233 31-1% 22.239 P0(7'-5) 12-414 Pe 0.156 4255 30'-9 23.039 2LtE(2'-5%) 128'-9%Pv OW Route 29 BL 1.4420 7.92 1.56 120 0.004984 11'-6 Pf 0.057 3550 32'-8'% 8.88 9.887 Flow(q)from Route 1 Pe 3529 32'-8Y22 9.944 11-6 Pv Route 30 0 M.E.P.CAD, Inc. inAutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:36AM Page 12 (l Hydraulic Analysis I Job Number: PC0318-ARES RI , Report Description:Light Hazard(L2 NW Corridor-#7) 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 1.4420 5.51 1.08 120 0.002542 7'-61/4 Pf 0.019 3467 33.-8 11.80 9.947 Flow(q)from Route 6 Pe 3477 33'-8 9.966 7'-61/4 1Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier Actual Inside Diameter 487 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 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 BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22Yz Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [N ©M.E.P.CAD, Inc. 11AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:13:36AM Page 13 rY Hydraulic Summary Job Number:PC0318-ARES Report Description:Light Hazard(L2 NE Corridor-#8) Job Jab Number Design Engineer PC0318 Tim Carpenter Jab Nemc SdteCerlMutloNLleensaNumbet Art Rutkin Elementary School 67508 Addrasl AHJ 15600 SW River Terrace Blvd. City of Tigard Address 2 Job Snit/Building _ Tigard,OR 97224 Art Rutkin Mdreas S Oraxing Name Art Rutkin-FP.cad System Remote Area(s) Most Demanding Sprinkler Dees Occupancy Job Sufis 5.6 K-Factor 16.80 at 9.000 Light Hazard ARES Has.Allowance At Source - _- Density Area of Application 100.00 0.10gpm/ft' 1500ft'(Actual 999ft') Additional Hose Supplies Number Of Sprinklers Calculates Number 01Namee CAoulaler Covens/Per Sprinkler Node Flow(gom) 10 0 1688' or =. .00, ✓.� t' 77506PE Taal Hap Streams 100.00 10-13-2021 System Flew Demand Tolal Water Required(Including Hoes Allowance) OREGON 177.78 277.78 Mwdmum Pressure Unbalance In Loops .I °b 0.000 �,p N 10 10 �yti Meltlmum Velocity Above Ground r. t Q 11.21 between nodes 4182 and 4233 L____ M.xlmum Vaecly Under Ground _ EXPIRATION[DATE:[J2/31/2022 1.84 between nodes 5 and 11 VMumawpady of Wet Pipes Volume wildly of Dry Pipes 2945.76ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (qpm) (psi) (psi) © (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 68.783 277.78 53.797 14.986 Contractor Contractor Numbs/ Contact Name Contact Tete 24PCO244 Tim Carpenter Designer Name of Contractor Phone Extension Cosco Fire Protection 360-883-6383 11915 Address 1 - -- -- 2501 SE Columbia Way#100 FAX 360-883-6390 Address 2 Small Vancouver,WA 98661 tcarpenter@coscofire.com Address 9 war-sr. www.coscofire.com ik,®M.E.P.CAD, Inc. y i AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:53AM Page 1 ( Hydraulic Graph Job Number:PC0318-ARES Z�[[ Report Description:Light Hazard(L2 NE Corridor-#8) Water Supply at Node 1 100 90 Static Pressure 88.000 80 \\ 70 60 177.78 r 53.797 o- ♦277.78 with hose streams J50 40 ystem demand curve 30 20 .00 @ 20.000 10 0 lItIJIDIIIIt Haim'I I I I I I I I I I l I I I I I I I I I I I I I I 1 1 1 I I f 1 1 1 1 1 I I I I I I I I I I I I I I I I I 1 1 1 I I 11 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure _88.000 Residual:Pressure -- 20.000©550.00 Availedle Pressure et Time of Test 68.783 @ 277.78 Smarr DerOam —. _ -53.797 @ 177.78 sntan Demand(Inducing Hose Allowance at Source) 53.797 @ 277.78 Ldy ©M.E.P.CAD, Inc. Ifn AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:55AM Page 2 Ile Hydraulic Graph Job Number:PC0318-ARES Report Description:Light Hazard(L2 NE Corridor-#81 BOR 100 90 tatic Pressure 88.000 80 70 1 I 60 C a 12 50 177.78 I`46.469 277.78 with hose streams 40 30 System demand curve 20 50.00 @ 20.000 10 0 M11111111 Illinnl 111111111 1 1 I I 1 11 1 1 1 1 1 I I I I I I I I I I I I I I 11 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 I I I I 11 1 1 1 1 Q150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydreull<Grapfl BOR Stalk Fressoro N/A Residual:Pressor.. N/A AvaNsb4 Presume Tme aITSY - -- -- —� —N/A s>emn oanem 46.469 @ 177.78 sY+M^O mvu IlnCWing Haenuwrcatl Sax.) 46.469 @ N/A ti ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23,0 10/12/2021 8:14:55AM Page 3 ?= '� Summary Of Outflowing Devices Job Number: PC0318-ARES "e�� Report Description: Light Hazard(L2 NE Corridor-#8) Actual Flow Minimum Flow K-Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 5707 16.80 16.80 5.6 9.004 1,6 Sprinkler 5708 16.80 16.80 5.6 9.000 Sprinkler 5709 17.12 16.80 5.6 9.344 Sprinkler 5736 17.90 16.80 5.6 10.215 Sprinkler 5737 17.86 16.80 5.6 10.171 Sprinkler 5769 18.02 16.80 5.6 10.352 _ Sprinkler 5773 18.43 16.80 5.6 10.836 Sprinkler 5822 18.68 16.80 5.6 11.132 Sprinkler 5823 18.66 16.80 5.6 11.100 Sprinkler 6197 17.51 16.80 5.6 9.775 b Most Demanding Sprinkler Data • (At;©M.E.P.CAD, Inc. ,j10 AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:57AM Page 4 AllNode Analysis ` Job Number:PC0318-ARES Il Report Description:Light Hazard(L2 NE Corridor-#8) Node Elevation(Foot) Fittings I Pressure(psi) Discharge(gpm) 1410 12'-6 PO(12'-3'%) _ 41.689 1518 11.-4% PO(16'-5%) I 40.096 1529 11'-0% P0(21'-4%) 42.273 1532 17-6 P0(7-5) 41.689 1570 12'-8'% PO(T-5),C(T-5) 41.592 1582 13'-10% P0(7-5) 41.080 1586 13'-10% P0(7-5) 41.080 1590 13'-10'% P0(7-5) 41.080 1594 13.-10% P0(7'-5) 41.080 1597 12'-0 P0(9'-11) 41.899 1642 12'-0 P0(5.-0) 41.899 1660 12-3 P0(16'-5%) 41.791 1671 17-8'% P0(12'-3'%) 41.592 1701 13'-8% P0(7-5) 41.159 1704 17-3 P0(16'-5'%) 41.791 1709 12'-3 P0(12'-314) 41.791 1742 12'-3 PO(16'-5''A) _ 41.791 1809 12-3 PO(7-5) 41.791 1814 17-8'% P0(9.-11) 41.592 1827 14'-0Y P0(7-5) 41.007 1831 14'-0% P0(7'-5) 41.007 1835 12-0 P0(9'-11) 41.899 1836 14.-0% 1(7'-5) 41.007 1850 13.-3 P0(26.-4) 41.317 1866 17-3 PO(7'-5) 41.791 1887 17-3 P0(7-5) 41.791 1908 12.-3 P0(7-5) 41.791 1930 12'-8'% P0(9'-11) 41.592 1964 14'-0% P0(7'-5) 41.007 1968 14'-0% P0(7-5) 41.007 1972 12.-0 P0(9'-11) 41.899 , 2040 12-0 P0(9.-11) 41.899 2062 12'-3 PO(T-5) 41.791 , 2076 12.-3 P0(7'-5) 41.791 2087 12'-8% P0(7'-5) 41.592 2160 18'-2',4 T(9.-11) 39.177 2161 16'-10 P0(15.-0),C(15'-0) 39.759 2231 16'-5 T(9'-11) 39.953 2232 15.-1 PO(15'-0),C(15.-0) 40.532 2239 20'-0 P0(5'-0) 38.398 2256 17'-8 P0(7.-5) 39.407 2259 20'-0 P0(5'-0) 38.398 2267 18'-11% P0(5'-0) 38.840 2272 20.-0 P0(5'-0) 38.398 2278 16-9 PO(7-5),C(T-5) 39.793 2279 23'-4''A P0(9.-11) 36.933 2308 14'-11Y T(9'-11) 40.577 2309 13'-7% P0(15.-0) 41.154 2317 18'-11% P0(5-0) 38.840 2320 20'-0 P0(5'-0) 38.398 2332 18'-11% P0(5'-0) 38.840 2333 20'-0 P0(5'-0) 38.398 2339 20'-0 T(7-5) 38.398 2340 22.-3 P0(9'-11) 37.420 2367 18'-11% P0(5'-0) 38.840 2380 13.-7 T(9.-11) 41.181 2385 12-3 PO(15'-0),C(15'-0) 41.756 2394 18'-1114 P0(5'-0) 38.840 2406 17.-5'% PO(T-5) 39.486 2407 18'-1114 T(7'-5) 38.840 2416 21.-1% P0(9.-11) 37.910 2469 16'-7 P0(7'-5) 39.873 Iii6„,0 M.E.P.CAD,Inc. 111AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:58AM Page 5 i=44, Node AnalysisII Job Number:PC0318-ARES + f , Report Description:Light Hazard(L2 NE Corridor-#8) Node I Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2483 17-1'% T(9'-11) 41.802 2486 10'-10 P0(15'-0) - 42.375 2518 14'-214 40.901 2583 17'-1 PO(20'-2) 39.655 2657 17'-1 PO(20'-2) 39.655 2660 10'-834 T(9'-11) 42.429 2664 9'-4''A PO(15'-0),C(15'-0) 43.000 2743 11'-2 P0(16'-5%) 42.224 3107 10'-2% P0(12'-3%) 42.829 3366 10'-3 P0(14'-3) 42.619 3368 10'-3 P0(14'-3) 42.619 3369 10'-3% P0(4'-314) 42.611 3371 10'-3V PO(4'-3%),C(4'-3'%) 42.610 3372 10'-3'% PO(4'-3%) 42.601 3374 10'-3% P0(4'-3%),C(4'-3%) 42.601 3375 10'-3% fT(11'-5),C(14'-3) 42.596 3376 10'-3% 42.595 3377 10'-3'% PO(7'-1%) 42.593 3379 10'-4 P0(7'-1%) 42.592 3380 10'-4 P0(7-1%) 42.584 3382 10'-0 PO(T-1%z) 42.584 3383 10'-4 PO(T-1%) 42.576 3385 10'-4 PO(T-1%) 42.576 3414 30'-7'% PO(7'-5) 21.914 3438 30'-7% PO(5'-0) 21.914 3439 30'-7'% P0(5'-0) 21.914 3440 30'-7% P0(7'-5) 21.914 3467 33'-8 P0(5'-0) 20.588 3470 30'-7% P0(7'-5) 21.914 3477 33'-8 P0(5'-0) 20.588 3507 34'-1%s P0(5'-0) 20.402 3512, 31'-7% P0(7'-5) 21.484 3524 34'-1'% P0(5'-0) 20.402 3529 32'-8'% P0(5'-0) 21.003 3550 37-8% P0(5'-0) 21.003 3562 30'-0 P0(7-5) 22.181 3574 32'-8% P0(5'-0) 21.003 3604 28'-11 P0(12'-3%) 22.649 3648 30'-7% PO(7'-5) 21.914 3691 26'-6 P0(5.-0) 23.695 3720 30'-3 P0(7-5) 21.227 3749 30'-8% P0(9'-11) 16.151 3787 30'-7% P0(7-5) 21.914 3833 30'-3 P0(7'-5) 21.363 3869 30'-8% POTS) 15.879 3898 30'-7'% P0(7'-5) 21.914 3969 30'-3 P0(7-5) 22.109 3998 30'-8'% PO(7'-5) 15.374 4008 30'-734 P0(7-5) 21.914 4016 30.-3 PO(9'-11) 23.448 4063 30'-0'% P0(16'-5%) 22.171 4078 32-7 P0(7'-5) 21.621 4114 37-7 P0(5'-0) 10.732 4118 32'-7 P0(5'-0) 10.727 4119 32'-7 P0(5'-0) 10.905 4125 32'-7 P0(7'-5) 12.345 4179 29'-21,4 PO(7-5) 22.525 4182 31-5% P0(9'-11) 21.550 4219 27-11% P0(7-5) 23.078 4233 31'-1'% PO(T-5) 18.335 4255 30'-9 P0(5'-0) 12.562 4257 30'-9 P0(5'-0) 12.502 /Its,®M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14.58AM Page 6 iiii Node Analysis 1 Job Number:PC.0318-ARES Report Description:Light Hazard(L2 NE Corridor-#8) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 4260 30'-9 PO 7'-5 12.733 4334 26.-7% PO 7'-5 23.650 4359 29-7Yz PO 7'-5 MR 29'-7Y: PO 5'-0 29'-7Ya PO 5'-0 12.793 4392 29'-7% P0(7.-5) 13.087 4451 28'-414 P0(7'-5) 18.555 4464 28'-4'% P0(5'-0) 13.240 4471 28'-4% PO 7'-5 13.591 4810 30'-7% fE(4'-3'/) 21.914 4933 32'-7 PO 5-0 11.060 5089 18'-2% Spr 39.177 Sprinkler 5090 18'-2% S.r 39.177 S•rinkler 5093 18'-2'h Spr 39.177 Sprinkler 5107 16'-5 S•r 39.953 S•rinkler 5111 16'-5 S•r 39.953 • 5115 16.-5 • 39.953 • 5130 14'-11% 40.577 S•rinkler 5139 14'-11'% Spr 40.577 Sprinkler 5155 13.-7 S.r 41.181 S•rinklerMEM 5167 13'-7 S•r 41.181 5189 12'-1% S•r 41.802 • 5200 12'-1% • 41.802 S•rinkler 5248 10'-8% 42.429 Sprinkler 5269 10'-8% 42.429 S•rinkler 5418 14'-4% Spr 40.840 Sprinkler 5419 14.-4'% Spr 40.840 Sprinkler 5420 14.-4Ya S.r 40.840 S.rinkler 5421 14.-4'% • 40.840 IIIIMIIIMEll 5422 14'-4% 40.840 Sprinkler 5457 12.-6'A • 41.624 S•rinkler 5458 12'-6'.4 S•r 41.624 5459 12'-6% S•r 41.624 MIIMEMEM 5460 1Z-6% S•r 41.624 S•rinkler 5461 12-6% S• 41.624 MIIIIIIMMEMI 5462 12-8% S•r 41.624 = 5477 28'-4% P0(5.-0) 13.281 Sprinkler 5491 25'-4 Spr,fd(21'-0) 9.919 Sprinkler 5493 25'-4 S•r,fd 21'-0 9.932 S•rinkler 5500 26'-10'% S•r,fd 21'-0 9.552 MIIMIEME11 5501 26.-7% Spr,td(21'-0) 9.632 Sprinkler 5508 28'-2 S.r,fd 21.-0 9.272 S•rinkler 5509 27'-11 Spr,fd(21'-0) 9.072 Sprinkler 5514 27.-11 Spr,fd(21'-0) 9.044 Sprinkler 5520 2T-11 Spr,fd(21'-0) 9.000 Sprinkler 5529 27'-11 S•r fd 21'-0 9.059 S•rinkler 1 -4'-0 S 53.797 177.78 5707 28'-2% S•r-9.004,fd 21'-0 9.004 16.80 5708 28.-2% Spr(-9.000),fd(21'-0) 9.000 16.80 5709 28'-2Y% S•r-9.344,fd 21'-0 9.344 17.12 5736 27'-3% S•r-10.215,fd 21-0 10.215 17.90 5737 27'-3% S. -10.171 ,fd 21'-0 10.171 17.86 5773 26'- Spr(-10.352),fd(21'-0) 10.836 18.43 5773 26'-5 Spr(-10.836),fd(21'-0) 10.836 18.43 5822 25'-6 S•r-11.132 ,fd 21'-0 11.132 18.68 ' 5823 25'-6 Spr(-11.100),fd(21'-0) 11.100 18.66 6197 28'-2% Spr(-9.775),fd(21'-0) 9.775 17.51 3 -4.-0 E(30'-6%) 53.784 5 -4'-0 C(59'-4%) 49.294 7 -4'-0 T(98'-3%) 53.788 11 -4'-0 48.870 15 1'-5% fT(31'-5),BOR 46.469 I.,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:58AM Page 7 I�i Node Analysis i s II Job Number PC0318-ARES Report Description:Light Hazard(L2 NE Corridor-#8) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 149 12'-6 PO(T-5) 41.676 169 13'-10 P0(7'-5) _ 41.104 - 183 12'-6 P0(7-5) 41.678 187 13'-10 P0(7-5) 41.104 209 13'-8''A P0(7'-5) 41.159 236 12'-6 PO(7'-5) 41.676 237 13'-10 T(7'-5) 41.104 243 13'-8% PO(7'-5) 41.159 250 13'-10 P0(7-5) 41.104 273 13'-10 P0(7-5) 41.104 338 13'-10 P0(7-5) 41.104 373 12'-3 P0(7-5) 41.791 375 13'-10 P0(7-5) 41.104 382 13'-7 PO(T-5) 41.209 429 13'-7 PO(T-5) 41.209 522 17-3 P0(9'-11) 41.791 543 13'-7 PO(7'-5) 41.209 589 13'-7 PO(T-5) 41.209 671 17-3 P0(7'-5) 41.791 728 2'-1 46.198 801 1'-5'% P0(21'-4%) 46.431 901 17-8% PO(9'-11),C(9'-11) 41.592 922 12'-0 P0(9'-11) 41.899 942 12'-6 P0(12'-3%) 41.689 999 12'-3 PO(T-5) 41.791 1014 1'-514 PO(20'-2) 46.426 1190 12'-8% PO(7'-5),C(7'-5) 41.592 1211 12'-0 P0(9'-11) 41.899 1253 12'-6 P0(12'-3%) 41.689 1316 17-8% PO(T-5),C(7'-5) 41.592 1335 12'-0 P0(9'-11) 41.899 (At,0 M.E.P.CAD, Inc. ).AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:14:58AM Page 8 ill,Hydraulic Analysis 1 Job Number:PC0318-ARES Report Description Light Hazard(L2 NE Corridor-#8) 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 1 AO 1.0490 16.80 6.24 120 0.094254 5'-3'% Pf 3.611 5708 28'-2Y, 16.80 5.6 9.000 Sprinkler, 33'-0 Pe -1.884 4118 32'-7 10.727 E(2'-0),T(5'-0),PO(5'-0),fd(21'- 38'-3'%Pv 0) BL 1.4420 14.51 2.85 _ 120 0.015268 11'-8 Pf 0.178 4118 32'-7 10.727 Pe -0.000 4119 32'-7 10.905 11'-8 Pv BL 1.4420 31.63 6.21 120 0.064522 14'-11 Pf 1.441 4119 32'-7 17.12 10.905 Flow(q)from Route 3 7'-5 Pe 4125 32'-7 12.345 P0(7-5) 22'-4 Pv CM 1.6820 63.52 9.17 120 0.110720 12'-7 Pf 2.214 4125 32'-7 31.89 12.345 Flow(q)from Route 5 7'-5 Pe 0.815 3998 30'-8/ 15.374 3LtE(2'-5'%) 20'-0 Pv BL 1.4420 22.75 4.47 120 0.035067 161'-714 Pf 6.536 3998 30'-8% 15.374 PO(T-5) 24'-9Yz Pe 0.199 3969 30'-3 22.109 T(7'-5),LtE(2'-5%),PO(T-5) 186.-4%Pv CM 1.6820 63.52 9.17 120 0.110720 2'-2'% Pf 1.339 3969 30'-3 40.77 22.109 Flow(q)from Route 11 9'-11 Pe 0.000 4016 30'-3 23.448 pO(9'_11) 12'-1 Pv FR 2.6350 177.78 10.46 120 0.083510 49'-6 Pf 8.462 4016 30'-3 114.26 23.448 Flow(q)from Route 2 51'-10 Pe 8.185 1518 11'-4% 40.096 6fE(5'-10'Y),PO(16'-5Y,) 101'-4 Pv CM 3.2600 177.78 6.83 120 0.029619 35'-3'% Pf 2.040 1518 11'-4% 40.096 33'-7 Pe 4.290 1014 V-5% 46.426 2fE(6'-8%),P0(20'-2) 68'-10%Pv CM 6.3570 177.78 1.80 120 0.001146 4'-0 Pf 0.005 1014 1'-5'A 46.426 Pe 801 1'-5% 46.431 4'-0 Pv CM 6.3570 177.78 1.80 120 0.001146 2'-0 Pf 0.038 801 1'-5'Y 46.431 31'-5 Pe 0.000 15 1'-5% 46.469 fT(31'-S),BOR 33'-5 Pv UG 6.3570 177.78 1.80 120 0.001146 12'-8% Pf 0.035 15 1'-5% 46.469 17'-7 Pe 2.366 11 -4'-0 48.870 E(1 T-7) 30'-3%Pv UG 6.2800 177.78 1.84 140 0.000914 441'-6 Pf 0.424 11 -4'-0 48.870 22'-1 Pe 0.000 5 -4'-0 49.294 2EE(11-0'/:) 463' 'Pv UG 8.3900 177.78 1.03 140 0.000223 69'-5'% Pf 4.490 5 -4'-0 49.294 30'-6% Pe 3 -4'-0 53.784 BFP(-4.468),E(30'-6Y) 100'-0 Pv UG 12.4600 177.78 0.47 140 0.000033 10'-0 Pf 0.004 3 -4'-0 53.784 98'-3% Pe 7 -4'-0 53.788 T(98'-3%) 108'-3%Pv UG 6.2800 177.78 1.84 140 0.000914 10'-0 Pf 0.009 7 -4'-0 53.788 Pe 1 -4'-0 53.797 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 277.78 -. Route 2 AO 1.0490 16.80 6.24 120 0.094294 5'-3% Pf 3.612 5707 28'-2Y 16.80 5.6 9.004 Sprinkler, 33'-0 Pe -1.884 4114 32'-7 10.732 E(2'-0),T(5'-0),PO(5'-0),fd(21'- 38'-3'%Pv 0) BL 1.4420 19.09 3.75 120 0.025351 12'-11 Pf 0.327 4114 32'-7 2.29 10.732 Flow(q)from Route 16 Pe 0.000 4933 32'-7 11.060 12'-11 Pv BL 1.4420 36.60 7.19 120 0.084511 102-8 Pf 10.561 4933 32.-7 17.51 11.060 Flow(q)from Route 4 22'-3% Pe -0.000 4078 32'-7 21.621 T(7'-5),3LtE(2-5%), PO(T-5) 124'-11'/z'Pv CM 2.6350 114.26 6.72 120 0.036863 10'-3'% Pf 0.814 4078 32-7 77.67 21.621 Flow(q)from Route 6 11'-9% Pe 1.014 4016 30'-3 23.448 2fE(5'-10'/) 22'-1 Pv ap Route 3 AO 1.0490 17.12 6.35 120 0.097577 5'-3'% Pf 3.445 5709 28'-2% 17.12 5.6 9.344 Sprinkler, 30'-0 Pe -1.884 4119 32'-7 10.905 2E(2'-0),PO(5'-O),fd(21'-0) 35'-3% Pv k 0 M.E.P.CAD,Inc. y( AutoSPRINK 2019 v15 1.23.0 10/12/2021 8:15:01AM Page 9 Hydraulic AnalysisII Description: Job Number:PC0318-ARES Report Light Hazard(L2 NE Corridor-#8) 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 4 AO 1.0490 17.51 6.50 120 0.101742 3'-1'/: Pf 3.169 6197 28'-2Y2 17.51 5.6 9.775 Sprinkler, 28'-0 Pe -1.884 4933 32'-7 11.060 E(2'-0), P0(5'-0),fd(21'-0) 31'-1'A Pv • Route 5 AO 1.0490 17.86 6.63 120 0.105542 3'-3 Pf 3.824 5737 2T-3'% 17.86 5.6 10.171 Sprinkler, 33'-0 Pe -1.493 4257 30'-9 12.502 E(2'-0),T(5'-0),PO(5'-0),fd(21'- 36'-3 Pv 0) BL 1.4420 9.40 1.85 120 0.006837 26'-5 Pf 0.231 4257 30'-9 12.502 7-5 Pe -0.000 4260 30'-9 12.733 PO(T-5) 33'-10 Pv CM 1.8820 31.89 4.60 120 0.030941 12'-11Y, Pf 0.401 4260 30'-9 22.49 12.733 Flow(q)from Route 8 Pe -0.789 4125 32'-7 12.345 12'-11% Pv en Route 6 AO 1.0490 17.90 6.64 120 0.105969 3'-3 Pf 3.840 5736 27'-3''A 17.90 5.6 10.215 Sprinkler, 33'-0 Pe -1.493 4255 30'-9 12.562 E(2'-0),T(5'-0),PO(5'-0),fd(21'- 36'-3 Pv 0) BL 1.4420 26.36 5.18 120 0.046041 116'-5 Pf 5.930 4255 30'-9 8.46 12.562 Flow(q)from Route 15 12'-4% Pe -0.156 4233 31'-1'% 18.335 2LtE(2'-5%),P0(7'-5) 128'-9%Pv CM 1.6820 77.67 11.21 120 0.160619 6'-1% Pf 3.367 4233 31'-1% 51.31 18.335 Flow(q)from Route 7 14'-10 Pe -0.152 4182 3V-5'/a 21.550 2LtE(2'-5%),PO(9'-11) 20'-11'/Pv CM 2.6350 77.67 4.57 120 0.018046 6'-11% Pf 0.551 4182 31'-5% 21.550 23'-7 Pe -0.481 4078 32'-7 21.621 4fE(5'-10%) 30'-6%Pv • Route 7 AO 1.0490 18.02 6.69 120 0.107281 2'-6 Pf 3.810 5769 26'-7 18.02 5.6 10.352 Sprinkler, 33'-0 Pe -1.318 4381 29'-7''A 12.844 E(2'-0),T(5-0),P0(5.-0),fd(21- 35'-6 Pv 0) BL 1.4420 25.75 5.06 120 0.044100 113'-10 Pf 5.348 4381 29'-7%z 7.73 12.844 Flow(q)from Route 14 7'-5 Pe -0.000 4359 29'-7% 18.192 PO(T-5) 121'-3'%Pv CM 1.6820 51.31 7.41 120 0.074598 10'-6 Pf 0.782 4359 29'-7% 25.56 18.192 Flow(q)from Route 10 Pe -0.638 4233 31'-1'% 18.335 10'-6 Pv • Route 8 AO 1.0490 18.43 6.84 120 0.111908 1'-11% Pf 3.354 5773 26'-5 18.43 5.6 10.836 Sprinkler, 28'-0 Pe -1.397 4383 29'-7% 12.793 E(2'-0),P0(5'-0),fd(21'-0) 29'-11%Pv BL 1.4420 10.70 2.10 120 0.008689 26'-5 Pf 0.294 4383 29'-7% 12.793 7'-5 Pe 4392 29'-7% 13.087 PO(T-5) 33'-10 Pv CM 1.6820 22.49 3.25 120 0.016214 7'-11 Pf 0.128 4392 29'-7% 11.78 13.087 Flow(q)from Route 9 Pe -0.482 4260 30'-9 12.733 7'-11 Pv 1 • Route 9 AO 1.0490 18.66 6.93 120 0.114434 V-8 Pf 3.393 5823 25'-6 18.66 5.6 11.100 Sprinkler, 28'-0 Pe -1.253 4464 28'-4% 13.240 E(2'-0),PO(5'-0),fd(21'-0) 29'-8 Pv BL 1.4420 11.78 2.31 120 0.010384 26'-5 Pf 0.351 4464 28'-4% 13.240 7'-5 Pa 4471 28'-4% 13.591 PO(T-5) 33'-10 Pv CM 1.6820 11.78 1.70 120 0.004906 9'-0 Pf 0.044 4471 28'-4% 13.591 Pe -0.549 4392 29'-7% 13.087 9'-0 Pv • Route 10 AO 1.0490 18.68 6.94 120 0.114738 1'-8 Pf 3.402 5822 25'-6 18.68 5.6 11.132 Sprinkler, 28'-0 Pe -1.253 5477 28'-4% 13.281 E(2'-0),PO(5'-0),fd(21'-0) 29'-8 Pv BL 1.4420 25.56 5.02 120 0.043493 113'-10 Pf 5.274 5477 28'-4% 6.87 13.281 Flow(q)from Route 13 7'-5 Pe -0.000 4451 28'-4% 18.555 PO(7-5) 121-3%Pv /k,©M.E.P.CAD, Inc. MAutoSPRINK 2019 v15.1.23.0 10/12/2021 8:15:01AM Page 10 di- Hydraulic Analysis I Job Number:PC0318-ARES Report Descriptiort Light Hazard(L2 NE Corridor-#8) 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 1.6820 25.56 3.69 120 0.020550 9'-0 Pf 0.185 4451 28'-4'% 18.555 Pe -0.549 4359 29'-7/ 18.192 9'-0 Pv Route 11 CM 1.6820 40.77 5.89 120 0.048748 10'-4 Pf 0.746 3833 30'-3 20.56+20.21 21.363 Flow(q)from Route 12 and 17 4'-11'% Pe 0.000 3969 30'-3 22.109 2LtE(2-5%) 15'-3% Pv 11. Route 12 CM 1.6820 20.56 2.97 120 0.013733 9'-11 Pf 0.136 3720 30'-3 20.56 21.227 Flow(q)from Route 18 Pe 0.000 3833 30'-3 21.363 9'-11 Pv Route 13 BL 1.4420 6.87 1.35 120 0.003831 10'-8 Pf 0.041 4464 28'-4% 11.78 13.240 Flow(q)from Route 9 Pe 5477 28'-4'/z 13.281 10'-8 Pv m Route 14 BL 1.4420 7.73 1.52 120 0.004763 10'-8 Pf 0.051 4383 29'-7% 10.70 12.793 Flow(q)from Route 8 Pe 4381 29'-7'% 12.844 10'-8 Pv or Route 15 BL 1.4420 8.46 1.66 120 0.005623 10'-8 Pf 0.060 4257 30'-9 9.40 12.502 Flow(q)from Route 5 Pe 0.000 4255 30'-9 12.562 10'-8 Pv as Route 16 BL 1.4420 2.29 0.45 120 0.000500 11'-5 Pf 0.006 4118 32'-7 14.51 10.727 Flow(q)from Route 1 Pe 4114 32-7 10.732 11'-5 Pv G. Route 17 CM 1.6820 40.77 5.89 120 0.048748 10'-4 Pf 0.504 3998 30'-8%2 22.75 15.374 Flow(q)from Route 1 Pe 3869 30'-8'/z 15.879 10'-4 Pv BL 1.4420 20.21 3.97 120 0.028176 _ 162'-10 Pf 5.286 3869 30'-8'% 15.879 P0(7-5) 24'-914 Pe 0.199 3833 30'-3 21.363 T(7'-5),LtE(2'-5'/%),P0(7'-5) 187'-7 Pv w Route 18 CM 1.6820 20.56 2.97 120 0.013733 9'-11 Pf 0.272 3869 30'-8% 20.21 15.879 Flow(q)from Route 17 9'-11 Pe 3749 30'-8'/ 16.151 P0(9'-11) 19'-9'%Pv BL 1.4420 20.56 4.04 120 0.029066 155'-5 Pf 4.878 3749 30'-8'% 16.151 12'-4% Pe 0.199 3720 30'-3 21.227 2LtE(2-5%),P0(7'-5) 167'-10 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier 487 Actual Inside Diameter - Factor Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P,CAD, Inc. ?OAutoSPRINK 2019 v15.1.23.0 10/12/2021 8:15:01AM Page 11 1 � Hydraulic Analysis Job Number:PC0318-ARES iii!lIRRMII Report Description:Light Hazard(L2 NE Corridor-#8) 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 BalV Ball Valve DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Totalpressure at apoint in a e DelV Deluge Valve SP Sprigpipe DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11 V.°Elbow points Ee2 22%°Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [dy1 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/12/2021 8:15:01AM Page 12 15 Hydraulic Summary Job Number:PC0318-ARES Report Description Light Hazard(#9-Exterior Dry) Job Job Number Design Engineer PC0318 Tim Carpenter Job Name. -- .- SMg0MMG11on1Llcenee Number Art Rutkin Elementary School 67508 Address 1 _ ANJ 15600 SW River Terrace Blvd. City of Tigard Mama 2 Job SneBundmg Tigard, OR 97224 Arl Rutkin Address Drawing Name Art Rutkin-FP.cad System - Remote Area(s) Mont Demanding Sprinkler Data Occupancy Job Wee 5.6 K-Factor 16.03 at 8.195 Light Hazard ARES Hose Allowsnpa At Source Density Area a#Apptloedon 100.00 0.10gpm/ft2 1500ft2(Actual 1524ft2) AddldonS Hose Supplies Number Of Spinkbrs Calculates Number Ol Noabe Calculatec Coverage Per Sprinkler Node Flow(gpm) 14 0 160ft2 /--Ir liltr% t' 77506IPE 10-13-2021 'Foisttreams OREGON 100.00 rw System Flow Demand Total Weirs Required(Including Hose Allowance) C" J Ob 258.37 358.37 4i 9 N 10 20 Ty.c Maximum Pressure UnbNeea in Loops Y O 0.000 L. Maximus Velocity Above Ground 11.21 between nodes 2894 and 2664 EXPIRATION®ATE:12/31/2022 Maximise Velocity Under Ground 2.68 between nodes 5 and 11 Volume capacity of Wel Pipes Volume capacity of Dry Pipes 2946.66ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) -la- (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 57.214 358.37 51.125 6.089 _ Contractor Contractor Number Contact Name Contact Title 24PCO244 Tim Carpenter Designer Name of Contractor.. - Phone Extension Cosco Fire Protection 360-883-6383 11915 Address I FAA 2501 SE Columbia Way#100 360-883-6390 Address 2 E-mail Vancouver,WA 98661 tcarpenter@coscofire.com - Address 3 - web.Sila www.coscofire.com k,©M.E.P.CAD, Inc. 41AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:06AM Page 1 • i±WWW111111 Hydraulic Graph \ Job Number:PC0318-ARES Report Description:Light Hazard(#9-Exterior Dry) Water Supply at Node 1 100 90 -Static Pressure 88.000 80 70 60 a 258.37 @ 51.125 g 50 358.37 with hose streams 2 a_ 40 ystem demand curve 30 20 50.00©20.000 10 0 1IR➢111111l u n u I u 1 i i r i i i 1 1 I i i 1 1 i i i 1 1 i I I I I I 1 I I I i i 1 1 i 1 i 1 1 1 i i i i 1 1 i 1 i 1 i 1 1 1 1 i i 1 1 i 0150 3043 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static:Pressure 88.000 Residual:Pressure - - -- 20.000 @ 550.00 Available Pressure at Time of Test -- - - 57.214 @ 358.37 system Daman 51.125 @ 258.37 Castes Danced Secluding Hose Allowance a 9wrce) - 51.125 @ 358.37 b[l� ©M.E.P.CAD, Inc. 4 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:08AM Page 2 Hydraulic Graph 1 Job Number:PC0318-ARES Report Description Light Hazard(#9-Exterior Dry) BOR 100 90 -Static Pressure 88.000 80 70 60 Ili 5 50 2 d 258.37%43.797 -1 358.37 with hose streams 40 30 )System demand curve j 50.00 @ 20.000 20 10 0 1111111 111111111 11111111 1 1 1 1 1 1 1 1 1 I I L I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static.Pressure N/A Residual.Pressure N/A Available Pressure al Tune arrest N/A System OxnaA 43.797 @ 258.37 System Oueeb(Including HaeAllownce at Source) 43.797 @ N/A ©M.E.P.CAD, Inc. 41 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:08AM Page 3 + Summary df Outflowing Devices Job Number:PC0318-ARES Report Description:Light Hazard(#9-Exterior Dry) Actual Flow Minimum Flow ' K-Factor Pressure Device (9Pm) (913m) 1 (K) (psi) Sprinkler 5089 16.57 16.03 I 5.6 8.759 Sprinkler 5090 16.23 16.03 5.6 8.405 opt Sprinkler 5093 16.03 16.03 5.6 8.195 Sprinkler 5107 17.19 16.03 5.6 9.428 Sprinkler 5111 16.92 16.03 5.6 9.125 Sprinkler 5115 16.84 16.03 5.6 9.039 Sprinkler 5130 18.90 16.03 5.6 11.396 Sprinkler 5139 18.90 16.03 5.6 11.396 Sprinkler 5155 19.23 16.03 5.6 11.787 Sprinkler 5167 19.24 16.03 5.6 11.809 Sprinkler 5189 20.30 16.03 5.6 13.135 Sprinkler 5200 20.34 16.03 5.6 13.196 Sprinkler 5248 20.82 16.03 5.6 13.821 Sprinkler 5269 20.85 16.03 5.6 13.860 b Most Demanding Sprinkler Data /k,0 M.E.P.CAD. Inc. din AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:09AM Page 4 111�i 1 Node Analysis I Job Number:PC0318-ARES la Report Description:Light Hazard Vt9-Exterior Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) I 1 -4.-0 S 51.125 258.37 5089 18'-2% Spr(-8.759) 8.759 16.57 5090 18'-2% Spr(-8.405) 8.405 16.23 _- 5093 18'-2% Spr(-8.195) 8.195 16.03 5107 16'-5 Spr(-9.428) 9.428 17.19 5111 12-5 Spr(-9.125) 9.125 16.92 5115 16'-5 Spr(-9.039) 9.039 16.84 5130 14'-11% Spr(-11.396) 11.396 18.90 5139 14'-11% Spr(-11.396) 11.396 _ 18.90 5155 13'-7 Spr(-11.787) 11.787 19.23 5167 13'-7 Spr(-11.809) 11.809 19.24 5189 12-1% Spr(-13.135) 13.135 20.30 5200 12-1% Spr(-13.196) 13.196 20.34 5248 10'-8'h Spr(-13.821) 13.821 20.82 5269 10'-8% Spr(-13.860) 13.860 20.85 3 -4'-0 E(30'-6YY) 51.100 5 -4'-0 C(59'-4'%) 47.079 7 -4.-0 T(98'-3'%) 51.107 _ 11 -4'-0 46.233 15 1'-54 fT(31'-5),BOR 43.797 149 12'-6 PO(T-5) 39.004 169 13'-10 P0(5'-0) 38.432 183 12-6 PO(T5) 39.004 187 13'-10 P0(5'-0) 38.432 209 13'-8YY PO(5'-0) 38.486 230 13'-10 P0(5'-0) 9.655 236 12.-6 P0(7.-5) 39.004 237 13'-10 T(7'-5) 38.432 243 13'-8'% PO(5'-0) 38.486 250 13'-10 P0(5'-0) 38.432 273 13'-10 P0(5'-0) 38.432 338 13'-10 P0(2-0) 38.432 373 12-3 P0(7'-5) 39.119 375 13.-10 P0(5'-0) 38.432 382 13'-7 P0(5'-0) 38.537 429 13'-7 PO(5'-0) 38.537 522 12'-3 PO(T-5) 39.119 543 13'-7 PO(5'-0) 38.537 589 13'-7 P0(5'-0) 38.537 671 12'-3 P0(7'-5) 39.119 728 2'-1 43.526 801 1'-5% PO(21'-4%Y) 43.721 901 12.-8YY PO(7'-5),C(T-5) 38.920 922 12.-0 P0(9'-11) 39.227 942 12.-6 PO(T5) 39.016 999 12'-3 P0(9'-11) 39.119 1014 1'-5YY PO(20'-2) 43.721 1190 12-8% P0(7'-5),C(T-5) 38.920 1211 12'-0 P0(9'-11) 39.227 1253 12-6 P0(7'-5) 39.016 1316 12'-8'% PO(7'-5),C(7'-5) 38.920 1335 12.-0 P0(7-5) 39.227 1410 12-6 P0(7-5) 39.016 1518 11.-4% P0(16'-5/Y) 39.431 1529 11'-0% P0(14'-3) 39.258 1532 12'-6 P0(7'-5) 39.016 1570 12-8YY P0(7-5), C(7'-5) 38.920 1582 13'-10% P0(5'-0) 38.407 1586 13'-10% P0(5'-0) 38.407 1590 13'-10% P0(5'-0) 38.407 1594 13'-10% P0(5'-0) 38.407 1597 12-0 P0(7'-5) 39.227 (ifs,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:11AM Page 5 ��I111GYY1 Node Analysis I Job Number:PC0318-ARES Report Description:Light Hazard(#9-Exterior Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1642 12'-0 PO(5'-0) 39.227 1660 12'-3 P0(16'-5%) 39.119 1671 _ 17-8% PO(9'-11) 38.920 1701 13'-8'% P0(7-5) 38.486 1704 12'-3 P0(16'-5%) 39.119 1709 12'-3 P0(12'-3%) 39.119 1742 12'-3 P0(9'-11) 39.119 1809 17-3 P0(7'-5) 39.119 1814 12'-8'% PO(T-5) 38.920 1827 14'-O% PO(5'-0) 38.335 1831 14'-0'% P0(5'-0) 38.335 1835 12'-0 P0(7'-5) 39.227 1836 14'-O% T(T-5) 38.335 1841 14'-0Y P0(5'-0) 12.730 1850 13'-3 PO(26'-4) 38.609 1866 12'-3 P0(7-5) 39.119 1887 12'-3 P0(7'-5) 39.119 1908 12'-3 P0(7-5) 39.119 1930 12-8'% PO(T-5) 38.920 1964 14'-0% P0(5'-0) 38.335 1968 14'-0'% P0(5'-0) 38.335 1972 12'-0 P0(7'-5) 39.227 2040 12'-0 P0(9'-11) 39.227 2062 12'-3 PO(9'-11) 39.119 2076 12'-3 P0(7-5) 39.119 2087 12'-8% PO(T-5) 38.920 2160 18'-2'% T(9'-11) 8.907 2161 16'-10 P0(9'-11),C(9'-11) 11.261 2163 25'-6'% PO(5'-0) 10.971 2165 24'-1 P0(9'-11) 13.104 2166 25'-6% T(9'-11) 11.115 2169 25'-6% P0(5'-0) 10.036 2177 25'-6% P0(5'-0) 9.816 2194 25'-6% P0(5'-0) 9.738 2227 23'-9 P0(5'-0) 11.275 2228 22'-4 P0(9'-11) 14.040 2230 23'-9 T(9'-11) 11.423 2231 16'-5 T(9'-11) 9.586 2232 15'-1 PO(9'-11),C(9'-11) 12.082 2239 20'-0 P0(8-0) 35.690 2253 23'-9 P0(5'-0) 9.655 2256 17'-8 P0(7-5) 36.699 2259 . 20'-0 P0(5'-0) 35.690 2265 23'-9 P0(5'-0) 9.209 2267 18'-11% P0(5'-0) 36.132 2270 23'-9 P0(5-0) 8.935 2272 20'-0 P0(5'-0) 35.690 2278 16'-9 P0(7'-5),C(7'-5) 37.085 2279 23'-4'% P0(9'-11) 34.225 2291 21'-11% P0(5'-0) 12.068 2293 24'-3% P0(5'-0) 8.954 2294 24'-3'% P0(5'-0) 9.021 2295 24'-3% P0(5'-0) 9.265 2296 24'-3% P0(5'-0) 9.787 2297 24.-3% P0(5'-0) 10.691 2298 24'-3'% P0(5'-0) 12.098 2308 14'-11''A 1(9'-11) 11.584 2309 13'-7'Y P0(9'-11) 12.845 2311 20'-6% P0(9'-11) 15.528 2315 21'-11'% T(9'-11) 12.225 2317 18'-11% P0(5.-0) 36.132 2320 20'-0 P0(5'-0) 35.690 as,®M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:11AM Page 6 IIINode Analysis I Job Number:PC0318-ARES 11 Report Description:Light Hazard(#9-Exterior Dry! Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2322 23'-9 PO(5'-0) 8.848 2329 21'-11'%z PO(5'-0) 9.693 2332 18'-11% P0(5'-0) 36.132 2333 20'-0 P0(5-0) 35.690 2336 21'-11% P0(5'-0) 8.982 2339 20'-0 T(T-5) 35.690 2340 22-3 P0(9'-11) 34.712 2352 _ 23'-2% PO(5'-0) 9.120 2353 23'-2'% PO(5'-0) 9.189 2354 23'-2'% PO(5'-0) 9.437 2355 23'-2% PO(5'-0) 9.967 2356 23'-2'% P0(5'-0) 10.886 2357 23'-2%z PO(5'-0) 12.316 2367 18'-11'% P0(5'-0) 36.132 2369 21'-11'% PO(5'-0) 8.448 _ 2370 20'-0 P0(5-0) 9.741 2380 13'-7 T(9'-11) 11.981 2385 12'-3 PO(9'-11),C(9'-11) 13.695 2394 18'-11% P0(5'-0) 36.132 2395 21'-11'% PO(5'-0) 8.195 2406 _ 1T-5'/z PO(T-5) 36.777 _ 2407 18'-11'% T(7'-5) 36.132 2415 21'-11'% P0(5'-0) 8.140 2416 21'-1'% P0(9'-11) 35.202 2429 22'-0Yz PO(5'-0) 9.304 2430 22'-0',4 P0(5'-0) 9.374 2431 22'-0'% PO(5'-0) 9.626 2432 22'-0'% P0(5'-0) 10.166 2433 22'-0'/ P0(5'-0) 11.103 2434 22'-0'% PO(5'-0) 12.559 2442 18'-11% P0(5'-0) 10.409 2469 16'-7 PO(T-5) 37.165 2483 1 Z-1'% T(9'-11) 13.362 2486 10'-10 P0(9'-11) 14.717 2518 14'-2'% 38.193 2583 17'-1 PO(16'-5%) 36.947 2657 17'-1 P0(16'-5'%) 36.947 2660 10'-8% T(9'-11) 14.047 2664 9'-4% PO(9'-11),C(9'-11) 15.939 2698 16'-7 P0(7'-5) 21.014 2706 19'-7 PO(5'-0) 9.795 2707 19'-7 PO(5'-0) 9.207 2708 19'-7 P0(5-0) 9.046 2743 11'-2 P0(5'-0) 39.516 2894 12'-1% 18.117 2904 16'-7 PO(7'-5) 21.226 2913 17'-10% P0(5'-0) 13.400 2914 1T-10'% PO(5'-0) 13.169 3079 15-7% fT(12'-3%) 24.737 3107 10'-2'% P0(12'-3%) 39.921 3110 19'-0'% fE(4'-10) 27.449 3111 19%4 fE(6'-434) 27.842 3182 13'-0'% P0(7'-5) 20.444 3190 15-8 P0(5'-0) 9.535 3191 15'-8 PO(5'-0) 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-0'% PO(7'-5) 20.706 3290 13'-5 P0(5'-0) 10.123 3291 13'-5 PO(5'-0) 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 P0(4'-3%) 27.857 3368 10'-3 P0(4'-314) 27.870 f ,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:11AM Page 7 4i Node Analysis II Job Number.PC0318-ARES Report Description: Light Hazard(#9-Exterior Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3369 10'-3% PO(4'-3'/) 28.108 3371 10'-3% PO(4'-3%),C(4'-3%) 28.121 3372 10'-3% PO(4'-3%) 28.373 3374 10'-3% PO(4'-3'%),C(4'-3%) 28.386 3375 10'-3% ff(11'-5),C(14'-3) 29.300 3376 10'-3'% 29.299 3377 10'-3% PO(T-1'/) 29.297 3379 10'-4 P0(7-1%) 29.296 3380 10'-4 P0(7'-1%) 29.288 3382 10'-4 P0(7'-1%) 29.288 3383 10'-4 PO(T-1%) 29.280 3385 10'-4 PO(T-1'/) 29.280 3414 30'-7'% P0(7.-5) 31.075 3438 30.-7'% P0(5.-0) 31.075 3439 30'-7'% P0(5'-0) 31.075 3440 30.-7% P0(7.-5) 31.075 3467 33'-8 P0(5'-0) 29.749 3470 30'-7% P0(7'-5) 31.075 3477 33'-8 P0(5'-0) 29.749 3493 34.-1'% PO(5'-0) 29.563 3507 34'-1'% P0(5'-0) 29.563 3512 31'-7% P0(7'-5) 30.646 3524 34'-1'% P0(5'-0) 29.563 3529 32'-8'% P0(5'-0) 30.164 3550 32'-8'/ P0(5'-0) 30.164 3562 30'-0 P0(7-5) 31.343 3574 32'-8'% P0(5'-0) 30.164 3604 28'-11 P0(12.-334) 31.810 3648 30'-7% P0(7'-5) 31.075 3691 26'-6 P0(5.-0) 32.856 3720 30'-3 P0(7'-5) 31.245 3749 30'-8% P0(9'-11) 31.046 3787 30'-7'% PO(T-5) 31.075 3833 30'-3 P0(7-5) 31.245 3869 30'-8% PO(T-5) 31.046 3898 30.-7'% PO(T-5) 31.075 3969 30'-3 P0(7'-5) 31.245 3998 30'-8'/ PO(T-5) 31.046 4008 30'-7'% PO(T-5) 31.075 4016 30'-3 P0(9.-11) 31.245 4063 30'-014 P0(16'-5%) 31.332 4078 32'-7 P0(7-5) 30.231 4114 32'-7 P0(5-0) 30.231 4118 32'-7 P0(5'-0) 30.231 4119 32'-7 P0(5.-0) 30.231 4125 32'-7 P0(7.-5) 30.231 4179 29'-2% P0(7.-5) 31.686 4182 31'-5% P0(9.-11) 30.712 4219 2T-11'% P0(7.-5) 32.240 4233 31'-1'% PO(T-5) 30.864 4253 30'-9 P0(5'-0) 31.020 4255 30'-9 P0(5'-0) 31.020 4257 30'-9 P0(5'-0) 31.020 4260 30'-9 P0(7.-5) 31.020 4334 26.-7'% P0(7'-5) 32.811 4359 29.-7'''A PO(7'-5) 31.502 4381 29'-7'% P0(5'-0) 31.502 4383 29.-7% P0(5'-0) 31.502 4392 29'-7% P0(7-5) 31.502 4451 28'-4'% PO(7'-5) 32.050 4464 28.-4'% P0(5'-0) 32.050 4471 28'-414 P0(7.-5) 32.050 fy,©M.E.P.CAD,Inc. IIAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:11AM Page 8 di Node Analysis I Job Number:PC0318-ARES di Report Description Light Hazard(#9-Exterior Dry! Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 4639 10'-0 Spr,fd(21'-0) _ 9.044 Sprinkler 4640 10'-0 Spr,fd(21'-0) 9.445 Sprinkler 4649 10'-0 Spr,fd(21'-0) 9.365 Sprinkler 4654 10'-0 Spr,fd(21'-0) 9.476 Sprinkler 4658 10'-0 Spr,fd(21'-0) 7.674 Sprinkler 4660 13'-8'% Spr,fd(21'-0) 7.000 Sprinkler 4663 10'-0 Spr,fd(21'-0) 7.405 Sprinkler 4672 10'-0 Spr,fd(2V-0) 8.105 Sprinkler 4675 10'-0 Spr,fd(21'-0) 9.965 Sprinkler 4679 10'-0 Spr,fd(21'-0) 9.619 Sprinkler 4684 10'-0 Spr,fd(21'-0) 7.743 Sprinkler 4707 10'-0 Spr,fd(21'-0) 9.966 Sprinkler 4731 10'-0 Spr,fd(21'-0) 10.251 Sprinkler 4927 10'-0 Spr,fd(21'-0) 10.691 Sprinkler - - 4942 10'-0 Spr,fd(21'-0) 10.948 Sprinkler 4943 10'-0 Spr,fd(21'-0) 10.578 Sprinkler 4944 10'-0 Spr,fd(21'-0) 10.545 Sprinkler 4945 10'-0 Spr,fd(21'-0) 11.898 Sprinkler 4946 13'-8'% Spr,fd(21'-0) 9.000 Sprinkler 4984 10'-0 Spr,fd(21'-0) 10.967 Sprinkler 4985 10'-0 Spr,fd(21'-0) 10.865 Sprinkler 5008 23'-3 Spr 8.256 Sprinkler 5023 21'-5'% Spr 7.614 Sprinkler 5035 10'-0 Spr,fd(21-0) 11.469 Sprinkler 5036 10'-0 Spr,fd 13.282 Sprinkler 5091 25'-0 Spr 10.276 Sprinkler 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5108 23'-2% Spr 10.557 Sprinkler 5112 23'-9 Spr,fd(11'-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5124 24'-4 Spr,fd(21'-0) 7.054 Sprinkler 5125 24'-0 Spr,fd(21'-0) 7.248 Sprinkler 5126 24'-4 Spr,fd(21'-0) 7.663 Sprinkler 5127 24'-4 Spr,fd(21'-0) 8.384 Sprinkler 5128 24'-4 Spr,fd(21'-0) 9.508 Sprinkler 5132 2V-5% Spr 11.218 Sprinkler 5134 19'-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5138 21'-11'% Spr,fd(11'-0) 8.295 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5144 21'-11Y Spr,fd(11'-0) 7.680 Sprinkler 5148 23'-3 Spr,fd(21'-0) 7.124 Sprinkler 5149 23'-3 Spr,fd(21'-0) 7.179 Sprinkler 5150 23'-3 Spr,fd(2V-0) 7.376 Sprinkler 5151 23'-3 Spr,fd(21'-0) 7.799 Sprinkler 5152 23'-3 Spr,fd(2V-0) 8.532 Sprinkler 5153 23'-3 Spr,fd(21'-0) 9.674 Sprinkler 5156 19'-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 S•r,fd 21'-0 7.435 S•rinkler 5159 21'-11'% Spr,fd(11'-0) 7.218 Sprinkler 5164 19'-8 Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 S•r,fd 21'-0 7.635 Sprinker 5168 2V-11% Spr,fd(11'-0) 7.000 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler 5174 22-1% Spr,fd(21'-0) 7.269 Sprinkler ks,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:11AM Page 9 ilkNode Analysis { I Job Number:PC0318-ARES Report Description:Light Hazard(#9-Exterior Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5175 22'-1% Spr,fd(21'-0) 7.325 Sprinkler 5176 22'-1 Y4 Spr,fd(21'-0) 7.526 Sprinkler 5177 22'-1% Spr,fd(21'-0) 7.956 Sprinkler 5178 22'-1% Spr,fd(21'-0) 8.704 Sprinkler 5179 22'-1Y4 Spr,fd(21'-0) 9.868 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5339 1T-4'/z Spr,fd(21'-0) 10.736 Sprinkler 5340 1 T-4% Spr,fd(21'-0) 10.552 Sprinkler 5407 15'-4% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-414 Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4% Spr,fd(21'-0) 7.000 Sprinkler 5418 14'-4 4 Spr 26.351 Sprinkler 5419 14'-4'' Spr 26.625 Sprinkler 5420 14'-4 4 Spr 27.544 Sprinkler 5421 14'-4% Spr 27.544 Sprinkler 5422 14'-4% Spr 27.544 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 12'-6% Spr 26.876 Sprinkler 5458 17-6% Spr 27.135 Sprinkler 5459 12'-6Y2 Spr 27.409 Sprinkler 5460 12'-6'% Spr 28.328 Sprinkler 5461 12'-6% Spr 28.328 Sprinkler 5462 12'-6% Spr 28.328 Sprinkler 5491 25'-4 Spr,fd(21'-0) 10.491 Sprinkler 5493 25'-4 Spr,fd(21'-0) 10.513 Sprinkler 5500 26'-10'% Spr,fd(21'-0) 10.144 Sprinkler 5501 26'-7% Spr,fd(21'-0) 10.235 Sprinkler 5504 28'-0 Spr,fd(21'-0) 9.054 Sprinkler 5508 28'-2 Spr,fd(21-0) 9.175 Sprinkler 5509 27'-11 Spr,fd(21'-0) 9.000 Sprinkler 5514 27'-11 Spr,fd(21'-0) 9.706 Sprinkler 5520 27'-11 Spr,fd(21'-0) 9.674 Sprinkler 5529 27'-11 Spr,fd(21'-0) 9.757 Sprinkler 5707 28'-2'/4 Spr,fd(21'-0) 9.901 Sprinkler 5708 28'-2'Y Spr,fd(21-0) 9.758 Sprinkler 5709 28'-2'A Spr,fd(21'-0) 9.989 Sprinkler 5730 27'-714 Spr,fd(21'-0) 9.000 Sprinkler 5736 27'-3% Spr,fd(21'-0) 9.307 Sprinkler 5737 27'-3Y4 Spr,fd(21-0) 9.322 Sprinkler 5769 26'-7 Spr,fd(21'-0) 10.156 Sprinkler 5773 26'-5 Spr,fd(21'-0) 10.630 Sprinkler 5822 25'-6 Spr,fd(21'-0) 10.930 Sprinkler 5823 25'-6 Spr,fd(21'-0) 10.897 Sprinkler hh ©M.E.P.CAD, Inc. ViAutoSPRINK 2019 v15 1.23.0 10/11/2021 7.21:11AM Page 10 th Hydraulic Analysis I Job Number:PC0318-ARES Report Description Light Hazard(#9-Exterior Dry) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length so Route 1 BL 1.6820 16.03 2.31 120 0.008671 14.-3 Pf 0.209 5093 18'-2% 16.03 5.6 8.195 Sprinkler, 9'-11 Pe 5090 18.-2% 8.405 4LtE(2'-5%) 24.-2 Pv BL 1.6820 32.27 4.66 120 0.031627 5'-11% Pf 0.502 5090 18.-2% 16.23 5.6 8.405 Sprinkler, 9'-11 Pe 2160 18'-2% 8.907 T(9.-11) 15.-10% Pv BL 1.6820 48.84 7.05 120 0.068094 1'-3Yz Pf 1.773 2160 18'-2% 16.57 8.907 Flow(q)from Route 2 24.-9 Pe 0.582 2161 16.-10 11.261 E(4'-11 Yz),PO(9'-11),C(9'-11) 26'-0Yz Pv CM 3.0680 48.84 2.12 120 0.003647 12'-10% Pf 0.047 2161 16.-10 11.261 Pe 0.773 2232 15.-1 12.082 12'-10%Pv CM 3.0680 99.79 4.33 120 0.013676 10'-4 Pf 0.141 2232 15.-1 50.95 12.082 Flow(q)from Route 3 Pe 0.622 2309 13.-714 12.845 10'-4 Pv CM 3.0680 137.60 5.97 120 0.024779 10'-0 Pf 0.248 2309 13'-7% 37.81 12.845 Flow(q)from Route 5 Pe 0.602 2385 12.-3 13.695 10.-0 Pv CM 3.0680 176.07 7.64 120 0.039099 10.-3Yz Pf 0.402 2385 17-3 38.47 13.695 Flow(q)from Route 7 Pe 0.619 2486 10'-10 14.717 10'-3% Pv CM 3.0680 216.70 9.40 120 0.057415 10'-4% Pf 0.597 2486 10'-10 40.64 14.717 Flow(q)from Route 9 Pe 0.625 2664 9.-4% 15.939 10'-4Ya Pv CM 3.0680 258.37 11.21 120 0.079492 34'-4Yz Pf 3.370 2664 9'-4% 41.67 15.939 Flow(q)from Route 11 8'-0 Pe -1.191 2894 12'-1'% 18.117 EE(3'-0),fE(5'-0) 47-4%Pv CM 4.0260 258.37 6.51 100 0.029652 233.-3Yz Pf 8.930 2894 12'-1%z 18.117 67'-10% Pe 0.810 3366 10.-3 27.857 14fE(4'-10) 301'-2 Pv CM 4.0260 258.37 6.51 100 0.029652 0'-5%z Pf 0.014 3366 10'-3 27.857 Pe -0.000 3368 10'-3 27.870 0'-5% Pv CM 4.0260 258.37 6.51 100 0.029652 8'-3V Pf 0.246 3368 10'-3 27.870 Pe -0.008 3369 10.-3% 28.108 8'-3%Pv CM 4.0260 258.37 6.51 100 0.029652 0'-5% Pf 0.014 3369 10.-3% 28.108 Pe -0.000 3371 10'-3% 28.121 0'-5/Pv CM 4.0260 258.37 6.51 100 0.029652 8'-9% Pf 0.261 3371 10.-3% 28.121 Pe -0.009 3372 10'-3% 28.373 8'-9%Pv CM 4.0260 258.37 6.51 100 0.029652 0'-5% Pf 0.014 3372 10.-3% 28.373 Pe -0.000 3374 10'-3% 28.386 0'-5Yz Pv CM 4.0260 258.37 6.51 100 0.029652 5'-4 Pf 0.919 3374 10'-3% 28.386 25.-8 Pe -0.005 3375 10'-3Yz 29.300 fT(11'-5),C(14'-3) 31.-0 Pv CM 4.0260 258.37 6.51 100 0.029652 50'-9 Pf 1.936 3375 10'-3% 29.300 14'-6% Pe -3.787 3110 19'-0Yz 27.449 3fE(4'-10) 65'-3%Pv CM 4.2600 258.37 5.82 100 0.022520 17.-1 Pf 0.528 3110 19'-0% 27.449 6'-4%z Pe -0.135 3111 19'-4 27.842 fE(6'-4%z) 23.-5'%Pv CM 4.0260 258.37 6.51 100 0.029652 181.-5% Pf 7.817 3111 19.-4 27.842 87-1% Pe 3.600 1529 11.-0% 39.258 14fE(4'-10),PO(14.-3) 263'-7%Pv CM 6.0650 258.37 2.87 100 0.004031 39.-11 Pf 0.305 1529 11.-0% 39.258 35'-8 Pe 4.158 801 1'-5% 43.721 2fE(T-1%),P0(21'-4%) 75'-7 Pv CM 6.3570 258.37 2.61 120 0.002288 2'-0 Pf 0.076 801 1'-5% 43.721 31-5 Pe 0.000 15 1'-5% 43.797 fT(31'-5),BOR 33'-5 Pv UG 6.3570 258.37 2.61 120 0.002288 17-8'% Pf 0.069 15 1'-514 43.797 17'-7 Pe 2.366 11 -4.-0 46.233 E(1T-7) 30'-3Yz Pv Qf,©M.E.P.CAD, Inc. ':ZS AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:14AM Page 11 1- _,-4, Analysis Job Number:PC0318-ARES --fa iX Report Description Light Hazard(#9-Exterior Dry) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length UG 6.2800 258.37 2.68 140 0.001826 441'-6 Pf 0.846 11 -4'-0 46.233 22'-1 Pe 0.000 5 -4'-0 47.079 2EE(11'-0'%) 463'-6A Pv UG 8.3900 258.37 1.50 140 0.000445 69'-5% Pf 4.020 5 -4'-0 47.079 30'-6% Pe 3 -4'-0 51.100 BFP(-3.976),E(30'-6%s) 100'-0 Pv UG 12.4600 258.37 0.68 140 0.000065 10'-0 Pf 0.007 3 -4'-0 51.100 98'-3% Pe 7 -4'-0 51.107 T(98'-3%) 108'-3'/Pv UG 6.2800 258.37 2.68 140 0.001826 10'-0 Pf 0.018 7 -4'-0 51.107 Pe 1 -4'-0 51.125 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 358.37 Qs Route 2 BL _ 1.6820 16.57 2.39 120 0.009221 6'-1'% Pf 0.148 5089 18'-2'% 16.57 5.6 8.759 Sprinkler, 9'-11 Pe 2160 18'-2% 8.907 T(9'-11) 16'-0%Pv ® Route 3 BL 1.6820 16.84 2.43 120 0.009494 9'-0 Pf 0.085 5115 16'-5 16.84 5.6 9.039 Sprinkler Pe 5111 16'-5 9.125 9'-0 Pv BL 1.6820 33.75 4.87 120 0.034375 3'-6 Pf 0.461 5111 16'-5 16.92 5.6 9.125 Sprinkler, 9'-11 Pe 2231 16'-5 9.586 T(9'-11) 13'-5 Pv BL 1.6820 50.95 7.36 120 0.073629 1'-3Y2 Pf 1.917 2231 16'-5 17.19 9.586 Flow(q)from Route 4 24'-9 Pe 0.579 2232 15.-1 12.082 E(4'-11 Y:),PO(9'-11),C(9'-11) 26'-0'%Pv in Route 4 BL 1.6820 17.19 2.48 120 0.009871 6'-1 Pf 0.158 5107 16'-5 17.19 5.6 9.428 Sprinkler, 9'-11 Pe 2231 16'-5 9.586 T(9'-11) 15'-11% Pv • Route 5 BL 1.6820 18.90 2.73 120 0.011763 6'-1 Pf 0.188 5130 14'-11'% 18.90 5.6 11.396 Sprinkler, 9'-11 Pe 2308 14'-11% 11.584 T(9'-11) 15'-11%s Pv BL 1.6820 37.81 5.46 120 0.042407 1'-3% Pf 0.684 2308 14'-11'% 18.90 11.584 Flow(q)from Route 6 14'-10 Pe 0.577 2309 13'-7'% 12.845 E(4'-11%z),PO(9'-11) 16'-1%Pv w. Route 6 BL 1.6820 18.90 2.73 120 0.011764 6'-0 Pf 0.187 5139 14'-11'% 18.90 5.6 11.396 Sprinkler, 9'-11 Pe 2308 14'-11% 11.584 T(9'-11) 15'-11 Pv IND Route 7 BL 1.6820 19.23 2.78 120 0.012136 6'-1 Pf 0.194 5155 13'-7 19.23 5.6 11.787 Sprinkler, 9'-11 Pe 2380 13'-7 11.981 T(9'-11) 15'-11'%Pv BL 1.6820 38.47 5.55 120 0.043788 1'-3'% Pf 1.140 2380 13'-7 19.24 11.981 Flow(q)from Route 8 24'-9 Pe 0.575 2385 12'-3 13.695 E(4'-11%),PO(9%11),C(9'-11) 26.-0% Pv e■ Route 8 BL 1.6820 19.24 2.78 120 0.012157 4'-2%z Pf 0.172 5167 13'-7 19.24 5.6 11.809 Sprinkler, 9'-11 Pe 2380 13'-7 11.981 T(9'-11) 14'-1'% Pv ee Route 9 BL 1.6820 20.30 2.93 120 0.013415 7'-0%z Pf 0.227 5189 12'-1% 20.30 5.6 13.135 Sprinkler, 9'-11 Pe 2483 12'-1'/ 13.362 T(9'-11) 16'-11 Pv BL 1.6820 _ 40.64 5.87 120 0.048464 1'-314 Pf 0.781 2483 12'-1'% 20.34 13.362 Flow(q)from Route 10 14'-10 Pe 0.573 2486 10'-10 14.717 E(4'-11%),PO(9'-11) I 16'-1'/a Pv e, Route 10 BL 1.6820 20.34 2.94 120 _ 0.013472 2-5'/% Pf 0.166 5200 12'-1'% 20.34 5.6 13.196 Sprinkler, 9'-11 Pe -0.000 2483 12'-1'% 13.362 T(9'-11) 12'-4 Pv • Route 11 K.©M.E.P.CAD, Inc. J3l AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:14AM Page 12 Nlei!�1 Hydraulic Analysis I Job Number:PC0318-ARES Report Description:Light Hazard(#9-Exterior Dry) Pipe Type Diameter Flow Velocity HWC Friction Loss _ J Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.6820 20.82 3.01 120 0.014062 6'-1'% Pf 0.226 5248 10'-8% 20.82 5.6 13.821 Sprinkler, 9'-11 Pe 2660 10.-8% 14.047 T(9.-11) 16.-0% Pv BL 1.6820 41.67 6.02 _ 120 0.050759 1'-3 Pf 1.321 2660 10.-8% 20.85 14.047 Flow(q)from Route 12 24'-9 Pe 0.571 2664 9.-4'% 15.939 E(4'-11%),P0(9'-11),C(9'-11) 26.-0 Pv Route 12 BL 1.6820 20.85 3.01 120 0.014099 3'-4 Pf 0.186 5269 10'-8%, 20.85 5.6 13.860 Sprinkler, 9'-11 Pe 2660 10.-8'% 14.047 T(9.-11) 13'-2% Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) ` C Value Multiplier II 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 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 BuBusill g Valve DN Drain BalV DR Drop Discharge gpm BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total pressure at a point in a pipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45° Elbow Pe Pressure due to elevation difference between indicated Eel 11Y4 Elbow points Ee2 22Y=Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. 11AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:21:14AM Page 13 1M1 ._,7,4 Hydraulic SummaryII Job Number: PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Job • Job Number Design Engineer PC0318 Tim Carpenter Job Name SIa,eDertitkaabNLipNe Number Art Rutkin Elementary School 67508 Address I AHJ - - -_ 15600 SW River Terrace Blvd. City of Tigard Address 2 Job SllWSunding Tigard,OR 97224 Art Rutkin Address 3 - -- ---- Drawing Name Art Rutkin-FP.cad System Remote Area(s) Most Demanding Sprinkler Data occupancy Job Suffix 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Hose Allowance At Source Density Area ofAppllution 100.00 0.10gpm/fts 1500ft'(Actual 2030ft0) Additional Hose Supplies Number Of Sprinklers CalculaHc Number Of Nozzles Celculeter Coverage Par Spdn1Nr Node. Flow(gom) 17 0 118ft° If . .0• V?iii Total Hose Streams /77506 1PE 100.00 � System Flow Demand Total Water Required(Including Hose Allowance) 10-13-2021 289.94 389.94 OREGON Maximum Pretense Unbalance In Loops ✓ 0.000 ct y admum Velocity M AboveGrou .16 !9 N I 0 '1'' M �tjJ 14.13 between nodes 3376 and 3377 L. 0 Maximum Velocity Under Ground 3.00 between nodes 5 and 11 EXPIRATION'DATE:12/31/2022 Valuate cepaclly of Wet New Volume capedly of Dry Pipes 2946.66ga1 N/A Supplies . Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) @ (gpm) (psi) @ (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 52.010 389.94 37.527 14.483 Contractor Contractor Number Contact Name Contact Title 24PCO244 Tim Carpenter Designer Nameot Contractor: Phone Edendon Cosco Fire Protection 360-883-6383 11915 Address I FAX 2501 SE Columbia Way#100 360-883-6390 Address 2 -_-. E-mail Vancouver,WA 98661 tcarpenter@coscofire.com Address 9 __...— --- WebSM www.coscoftre.com Lc M.E.P.CAD, Inc. till AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:22AM Page 1 oil Hydraulic Graph \ Job Number:PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Water Supply at Node 1 100 00 -Static Pressure 88.000 80 70 60 en a 50 0J w a` 40 a 289.94®37.527 389.94 with hose atreema 30 ystem demand curve 20 .00 @ 20.000 10 0 I l l l l l l l l l l l l 1 11 I I I I I I I I I ( I I I I 1 I I I I I I l l l l l I l l l l l l l l l l l l l l l l l I I I I I 1 1 1 1 1 1 I I I I I 0I50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hybaullc Grate,. Water Supply at Node 1 Static'Pressure88.000 ReSiOUSl_Pressure --- 20.000 @ 550.00 Available Pressure el Time of Test - - 52.010 @ 389.94 System Dwane 37.527 @ 289.94 System Deme0 Including Hmeauowsnce m Sw,nel - - - - — 37.527 @ 389.94 [At,©M.E.P.CAD, Inc. 43AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:24AM Page 2 111 Hydraulic Graph r Job Number:PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) BOR 100 90 Static Pressure 88.000 80 70 1\\\\\ 60 m 50 a 40 289.94 9 30.062 30 389.94 with hose streams 50.00 @ 20.000 20 stem demand curve 10 �I.IIIIII III III I IJ I IJ 11 1 t I I I I I I I I I I 1 1 1 I 11 I I I I l l t l l I I I I I I I I 1 11 1 1 1 I I I 1 1 1 1 1 t t t 1 Q150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Static'Pressure N/A Residual Pressure N/A Available Pressure at Time of Teel N/A System Daman 30.062 @ 289.94 S t rwnes...Ina Hose allowance m Soave} 30.062 @ N/A (t� ©M.E.P.CAD, Inc. 111 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:24AM Page 3 11 74 Summary Of Outflowing Devices I Job Number: PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Actual Flow Minimum Flow K-Factor Pressure Device (9pm) (gpm) (K) (Pst) Sprinkler 5418 16.16 11.81 5.6 8.331 Sprinkler 5419 16.20 11.81 5.6 8.364 Sprinkler 5420 15.97 11.81 5.6 8.134 Sprinkler 5421 15.07 11.81 5.6 7.243 iz> Sprinkler 5422 14.82 11.81 5.6 7.000 Sprinkler 5457 18.69 11.81 5.6 11.144 Sprinkler 5458 17.29 11.81 5.6 9.531 Sprinkler 5459 17.32 11.81 5.6 9.566 Sprinkler 5460 17.10 11.81 5.6 9.325 Sprinkler 5461 16.22 11.81 5.6 8.393 Sprinkler 5462 15.98 11.81 5.6 8.139 Sprinkler 5480 18.81 11.81 5.6 11.280 Sprinkler 5481 18.81 11.81 5.6 11.279 Sprinkler 5482 18.83 11.81 5.6 11.305 Sprinkler 5483 18.27 11.81 5.6 10.645 Sprinkler 5484 17.34 11.81 5.6 9.591 Sprinkler 5485 17.06 11.81 5.6 9.283 b Most Demanding Sprinkler Data M.E.P.CAD, Inc. ;i AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:26AM Page 4 111Node Analysis 1 Job Number:PC0318-ARES Report Description Light Hazard(#10-Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) DIseharge(gpm) 1 -4'-0 S 37.527 289.94 5418 14'-4'h Spr(-8.331) 8.331 16.16 5419 14'-4% Spr(-8.364) 8.364 16.20 5420 14.-4% Spr(-8.134) 8.134 15.97 5421 14.-4% Spr(-7.243) 7.243 15.07 5422 14'-4% Spr(-7.000) 7.000 14.82 5457 12'-6'% Spr(-11.144) 11.144 18.69 5458 12-6% Spr(-9.531) 9.531 17.29 5459 17-6% Spr(-9.566) 9.566 17.32 5460 12'-6'% Spr(-9.325) 9.325 17.10 5461 12'-6% Spr(-8.393) 8.393 16.22 5462 12-6'/: Spr(-8.139) 8.139 15.98 5480 10'-9 Spr(-11.280) 11.280 18.81 5481 10'-9'% Spr(-11.279) 11.279 18.81 5482 10'-9% Spr(-11.305) 11.305 18.83 5483 10'-10 Spr(-10.645) 10.645 18.27 5484 10'-10 Spr(-9.591) 9.591 17.34 5485 10.-10% Spr(-9.283) 9.283 17.06 3 -4'-0 E(30'$'h) 37.496 5 -4'-0 C(59'-4'h) 33.562 7 -4.-0 T(98'-3%) 37.505 11 -4'-0 32.515 15 1'-5'% ff(31'-5),BOR 30.062 149 17-6 P0(7'-5) 25.269 169 13'-10 P0(5'-0) _ 24.697 183 12'-6 PO(T-5) 25.269 187 13'-10 P0(5'-0) 24.697 209 13'-8'% PO(5.-0) 24.752 230 13'-10 P0(5'-0) 9.655 236 1 Z-6 P0(7'-5) 25.269 237 13'-10 T(7'-5) 24.697 243 13'-8% P0(5'-0) 24.752 250 13'-10 P0(5'-0) 24.697 273 13'-10 P0(5'-0) 24.697 338 13'-10 P0(5'-0) 24.697 373 12'-3 PO(T-5) 25.384 375 13'-10 P0(5.-0) 24.697 382 13'-7 P0(5'-0) 24.802 429 13.-7 P0(5'-0) 24.802 522 12'-3 P0(7.-5) 25.384 543 13'-7 P0(5.-0) 24.802 589 13'-7 P0(5'-0) 24.802 671 12.-3 PO(T-5) 25.384 728 2'-1 29.791 801 1'-5/: P0(21'-4'%) 29.968 901 12'-8%z P0(7'-5),C(T-5) 25.185 922 12'-0 P0(9.-11) 25.492 942 12'-6 PO 7'-5 25.282 999 12'-3 P0(9'-11) 25.384 1014 1'-5% PO(20'-2) 29.968 1190 12'-8'% PO(T-5),C(T-5) 25.185 1211 12.-0 P0(9'-11) 25.492 1253 12'-6 P0(7.-5) 25.282 1316 12'-8'% P0(7'-5),C(7'-5) 25.185 1335 17-0 PO(7'-5) 25.492 1410 12'-6 P0(7-5) 25.282 1518 11'-4'% PO(16.-5'%) 25.678 1529 11.-0% P0(14'-3) 25.433 1532 12'-6 P0(7-5) 25.282 1570 12'-8'% P0(7-5),C(7.-5) 25.185 1582 13'-10% P0(5'-0) 24.673 1586 13'-10'% P0(5'-0) 24.673 116,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 5 iiii Node Analysis II Job Number:PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) Dlscharge(gpm) 1590 13'-10%, P0(5'-0) 24.673 1594 13'-10 2 P0(5'-0) _ 24.673 1597 12'-0 P0(7-5) 25.492 1642 12'-0 P0(5'-0) 25.492 1660 12'-3 P0(16'-5'%) 25.384 1671 12'-8'/: P0(9.-11) 25.185 1701 13'-8'% P0(7'-5) 24.752 1704 12-3 P0(16.-5%) 25.384 1709 1Z-3 P0(12'-3%) 25.384 1742 12-3 P0(9'-11) 25.384 1809 12'-3 PO(7'-5) 25.384 1814 12'-8% PO(7'-5) 25.185 1827 14.-0% P0(5'-0) 24.600 1831 14'-0% P0(5-0) 24.600 1835 12'-0 PO(T-5) 25.492 1836 14'-0'% T(7'-5) 24.600 1841 14'-0% P0(5'-0) 12.730 1850 13'-3 P0(26-4) 24.856 1866 12'-3 P0(7.-5) 25.384 1887 12'-3 P0(7-5) 25.384 1908 12'-3 P0(7-5) 25.384 1930 1Z-8'% PO(T-5) 25.185 1964 14'-0% P0(5'-0) 24.600 1968 14'-0% P0(5'-0) 24.600 1972 12'-0 P0(7'-5) 25.492 2040 12-0 P0(9'-11) 25.492 2062 12.-3 P0(9'-11) 25.384 2076 12'-3 P0(7-5) 25.384 2087 17-8% P0(7-5) 25.185 2160 18'-2'% T(9'-11) 9.261 2161 16'-10 PO(9'-11), C(9'-11) 9.842 2163 25'-6% P0(5-0) 10.971 2165 24'-1 PO(9'-11) 13.104 2166 25'-6'% T(9'-11) 11.115 2169 25-6% P0(5'-0) 10.036 2177 25'-6% P0(5'-0) 9.816 2194 25'-6'% P0(5'-0) 9.738 2227 23'-9 P0(5'-0) 11.275 2228 22'-4 P0(9'-11) 14.040 2230 23'-9 T(9'-11) 11.423 2231 16'-5 T(9'-11) 10.036 2232 15'-1 PO(9'-11),C(9'-11) 10.615 2239 20'-0 P0(5'-0) 21.937 2253 23'-9 P0(5'-0) 9.655 - 2256 17'-8 P0(7-5) 22.946 2259 20'-0 P0(5-0) 21.937 2265 23'-9 P0(5'-0) 9.209 2267 18'-11% P0(5'-0) 22.379 2270 23'-9 PO(5'-0) 8.935 - 2272 20'-0 P0(5'-0) 21.937 2278 16'-9 PO(T-5),C(7'-5) 23.332 2279 23'-4'% P0(9'-11) 20.472 - 2291 21'-11'% P0(5'-0) 12.068 - 2293 24'-3% P0(5'-0) 8.954 2294 24'-3'% P0(5'-0) 9.021 2295 24.-3'% PO(5'-0) 9.265 2296 24'-3% P0(5'-0) 9.787 2297 24'-3% P0(5'-0) 10.691 2298 24'-3% P0(5'-0) 12.098 2308 14'-11% T(9.-11) 10.660 2309 13'-7'/: P0(9'-11) 11.237 2311 20'-6'A P0(9'-11) 15.528 ga,0 M.E.P.CAD, Inc. illAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 6 ill Node Analysis t Job Number:PC0318-ARES Report Description: Light Hazard -Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharye(gpm) 2315 21'-11'% T(9'-11) 12.225 2317 18'-11'% P0(5'-0) 22.379 2320 20'-0 P0(5'-0) 21.937 2322 23'-9 P0(5'-0) 8.848 2329 21'-11'% PO(5'-0) 9.683 2332 18'-11'% PO(5'-0) 22.379 2333 20'-0 P0(5'-0) 21.937 2336 21'-1116 P0(5'-0) 8.982 2339 20'-0 1(7-5) 21.937 2340 22-3 P0(9'-11) 20.959 2352 23'-2'% PO(5'-0) 9.120 2353 23'-2% P0(5'-0) 9.189 2354 23'-2% P0(5-0) 9.437 2355 _ 23'-2% PO(5'-0) 9.967 _ _ 2356 23'-2% P0(5'-0) 10.886 2357 23'-2% P0(5'-0) 12.316 2367 18'-1114 P0(5'-0) 22.379 _ 2369 21'-11% P0(5'-0) 8.448 2370 20'-0 P0(5'-0) 9.741 2380 13'-7 T(9'-11) 11.265 2385 12'-3 PO(9'-11),C(9'-11) 11.840 2394 18'-11'% P0(5'-0) 22.379 2395 21'-11'% P0(5'-0) 8.195 2406 1T-5'% PO(7'-5) 23.025 2407 18'-11% T(7'-5) 22.379 2415 21'-11% P0(5'-0) 8.140 2416 21'-1'% P0(9'-11) 21.449 2429 22'-0Y2 P0(6-0) 9.304 2430 22-0% PO(5'-0) 9.374 2431 27-0'% P0(5'-0) 9.626 2432 22-0% PO(5'-0) 10.166 2433 22'-0% P0(5'-0) 11.103 2434 22-0% P0(5'-0) 12.559 2442 18'-11'% P0(5'-0) 10.409 2469 16'-7 P0(7'-5) 23.412 2483 12'-1% T(9'-11) 11.885 2486 10'-10 P0(8'-11) 12.459 2518 14'-2% 24.440 2583 17-1 P0(16'-5%) 23.194 2657 17'-1 P0(16'-5%) 23.194 2660 10'-8% T(9'-11) 12.513 2664 9'-4% PO(9'-11),C(9'-11) 13.084 2698 16'-7 P0(7-5) 21.014 2706 19'-7 P0(5'-0) 9.795 2707 19'-7 P0(5-0) 9.207 2708 19'-7 P0(5'-0) 9.046 2743 11'-2 P0(5'-0) 25.763 2904 16'-7 P0(7'-5) 21.226 2913 1T-10% P0(5'-0) 13.400 2914 1T-10% P0(5'-0) 13.169 3079 15'-7% fT(12'-3%) 24.737 3107 10'-2'% P0(12-3%z) 26.168 3110 19'-0% fE(4'-10) 11.640 3111 19'-4 fE(6'-4%) 12.158 3182 13'-0'% PO(7'-5) 20.444 3190 15'-8 P0(5'-0) 9.535 3191 15'-8 P0(5-0) 8.959 3192 15'-8 P0(5'-0) 8.801 3267 13'-0'% PO(7'-5) 20.706 . 3290 13'-5 P0(5'-0) 10.123 3291 13'-5 P0(5'-0) 9.518 3292 13'-5 P0(5'-0) 9.352 as,©M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 7 • 1 Node Analysis Y y 5 - I Job Number:PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3366 10'-3 P0(4'-3.4) 12.703 3368 10'-3 P0(4'-3'/2) 12.702 3369 10'-3'% PO(4'-3%) 12.701 3371 10'-3'% PO(4'-3%),C(4'-3%) 12.701 3372 10'-3'% PO(4'-3'/2) 12.730 3374 10'-3% PO(4'-3'/), C(4'-3'%) 12.732 3375 10'-3% fT(11'-5),C(14'-3) 13.031 3376 10'-3'/2 12.759 3377 10'-3% P0(4'-3%) 12.005 3379 10'-4 P0(4'-3%) 11.907 3380 10'-4 P0(4'-3%2) 10.847 3382 10'-4 P0(4'-3%) 10.807 3383 10'-4 P0(4'-3%) 10.507 3385 10'-4 PO(4'-3%) 10.500 3390 10'-314 PO(5'-0) 12.119 3391 10'-3% P0(6-0) 12.118 3392 10'-4 P0(5'-0) 12.145 3393 10'-4 P0(5'-0) 11.451 3394 10'-4% P0(5'-0) 10.342 3395. 10'-4'% PO(5'-0) 10.017 3414 30'-714 P0(7'-5) 17.322 3438 30'-7'% P0(5'-0) 17.322 3439 30'-7% P0(5'-0) 17.322 3440 30'-7'/2 PO(7'-5) 17.322 3467 33'-8 P0(5'-0) 15.997 3470 30'-7% PO(7'-5) 17.322 3477 33'-8 P0(5'-0) 15.997 3493 34'-1'% P0(5'-0) 15.810 3507 34'-1'/2 P0(5'-0) 15.810 3512 31'-7'% PO(T-5) 16.893 3524 34'-1'/2 P0(5'-0) 15.810 3529 32'-8% P0(5'-0) 16.411 3550 32'-8'% P0(5'-0) 16.411 3562 30'-0 PO(7-5) 17.590 3574 32'-8'/ P0(5'-0) 16.411 3604 28'-11 P0(12'-3'/) 18.057 3648, 30'-7% PO(7'-5) 17.322 3691 26'-6 P0(5'-0) 19.103 3720 30'-3 PO(T-5) 17.492 3749 30'-8% P0(9'-11) 17.294 3787 30'-7'/2 PO(7'-5) 17.322 3833 30'-3 PO(7'-5) 17.492 3869 30'-8 4 PO(7'-5) 17.294 3898 30'-7%2 PO(T-5) 17.322 3969 30'-3 P0(7'5) 17.492 3998 30'-8'% PO(7'-5) 17.294 4008 30'-7'% P0(7'-5) 17.322 4016 30'-3 P0(9'-11) 17.492 4063 30'-014 P0(16'-5%) 17.579 4078 32'-7 PO(T-5) 16.478 4114 32'-7 P0(6-0) 16.478 4118 32'-7 PO(&-0) 16.478 4119 32'-7 P0(5'-0) 16.478 4125 32'-7 P0(7'-5) 16.478 4179 29'-2% PO(7'-5) 17.933 4182 31'-5% P0(9'-11) 16.959 4219 27'-11% P0(7'-5) 18.487 4233 31'-1'% PO(7'-5) 17.111 4253 30'-9 P0(5'-0) 17.267 4255 30'-9 P0(5.-0) _ 17.267 4257 30'-9 P0(5'-0) 17.267 4260 30'-9 PO(T-5) 17.267 g6,0 M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 8 I- Node Analysis Job Number:PC0318-ARES Report Description:Light Hazard -Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) Dischar9e(gpm) 4334 26'-7% P0(7'-5) 19.058 4359 29'-7Y POTS) 17.749 4381 29'-7% PO(5'-0) _ 17.749 4383 29'-7%a PO(5'-0) 17.749 4392 29'-7% PO(7'-5) 17.749 4451 28'-4% PO(7-5) 18.297 4464 28'-4h PO(5'-0) 18.297 4471 28'-4'% PO(T-5) 18.297 _ 4639 10'-0 Spr,fd(21'-0) 9.044 Sprinkler 4640 10'-0 Spr,fd(21'-0) 9.445 Sprinkler 4649 10'-0 Spr,fd(21'-0) 9.365 Sprinkler 4654 10'-0 Spr,fd(21'-0) 9.476 Sprinkler _ 4658 10'-0 Spr,fd(21'-0) 7.674 Sprinkler 4660 13%8% Spr,fd(21'-0) 7.000 Sprinkler 4663 10'-0 Spr,fd(21'-0) 7.405 Sprinkler 4672 10'-0 Spr,fd(21'-0) 8.105 Sprinkler 4675 10'-0 Spr,fd(21'-0) 9.965 Sprinkler 4679 10'-0 Spr,fd(21'-0) 9.619 Sprinkler 4684 10'-0 Spr,fd(21'-0) _ 7.743 Sprinkler 4707 10'-0 Spr,fd(21'-0) 9.966 Sprinkler 4731 10'-0 Spr,fd(21'-0) 10.251 Sprinkler 4927 10'-0 Spr,fd(21'-0) 10.691 Sprinkler 4942 10'-0 Spr,fd(21'-0) 10.948 Sprinkler 4943 10'-0 Spr,fd(21-0) 10.578 Sprinkler 4944 10'-0 Spr,fd(21'-0) 10.545 Sprinkler 4945 10'-0 Spr,fd(21'-0) 11.898 Sprinkler 4946 13'-8% Spr,fd(21'-0) 9.000 Sprinkler 4984 10'-0 Spr,fd(21'-0) 10.967 Sprinkler 4985 10'-0 Spr,fd(21'-0) 10.865 Sprinkler 5008 23'-3 Spr 8.256 Sprinkler 5023 21'-5% Spr 7.614 Sprinkler 5035 10'-0 Spr,fd(21'-0) 11.489 Sprinkler 5036 10'-0 Spr,fd 13.282 Sprinkler 5089 18'-2% Spr 9.261 Sprinkler 5090 18'-2% Spr 9.261 Sprinkler 5091 25'-0 Spr 10.276 Sprinkler 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5093 18'-2A Spr 9.261 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5107 16'-5 Spr 10.036 Sprinkler 5108 23'-2Y: Spr 10.557 Sprinkler 5111 16'-5 Spr 10.036 Sprinkler 5112 23'-9 Spr,fd(11-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 10.036 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5124 24'-4 Spr,fd(21'-0) 7.054 Sprinkler 5125 24'-0 Spr,fd(21-0) 7.248 Sprinkler 5126 24'4 Spr,fd(21'-0) 7.663 Sprinkler 5127 24'-4 Spr,fd(21-0) 8.384 Sprinkler 5128 24'-4 Spr,fd(21'-0) 9.508 Sprinkler 5130 14'-11% Spr 10.660 Sprinkler 5132 21'-5% Spr 11.218 Sprinkler 5134 19'-8 Spr,td(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5138 21'-11'% Spr,fd(11'-0) 8.295 Sprinkler 5139 14'-11Y Spr 10.660 Sprinkler 5141 19'-8 Spr,fd(21-0) 7.006 Sprinkler k,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 9 f`1, Node Analysis 1 Job Number:PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) Node Elevation(Foot) Fittings Pressure(psi) Dlscharge(gpm) 5142 18'-9 ' Spr,fd(21-0) 7.427 Sprinkler 5144 21'-11'% Spr,fd(1V-0) 7.680 Sprinkler 5148 23'-3 Spr,fd(21'-0) 7.124 Sprinkler 5149 23'-3 Spr,fd(21'-0) 7.179 Sprinkler 5150 23'-3 Spr,fd(21'-0) 7.376 Sprinkler 5151 23'-3 Spr,fd(21'-0) 7.799 Sprinkler 5152 23'-3 Spr,fd(21'-0) 8.532 Sprinkler 5153 23'-3 Spr,fd(21'-0) 9.674 Sprinkler 5155 13'-7 Spr 11.265 Sprinkler 5156 19'-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 Spr,fd(21'-0) 7.435 Sprinkler 5159 21'-11'%z Spr,fd(11'-0) 7.218 Sprinkler 5164 19'-8 Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 Spr,fd(21'-0) 7.635 Sprinkler 5166 21'-11'% Spr,fd(11'-0) 7.000 Sprinkler 5167 13'-7 Spr 11.265 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler _ 5174 27-1% Spr,fd(21'-0) 7.269 Sprinkler 5175 27-1% Spr,fd(21'-0) 7.325 Sprinkler 5176 22'-1'/z Spr,fd(21'-0) 7.526 Sprinkler 5177 22'-1'% Spr,fd(21'-0) 7.956 Sprinkler 5178 27-1% Spr,fd(21'-0) 8.704 Sprinkler 5179 22'-1'% Spr,fd(21'-0) 9.868 Sprinkler 5189 12'-1'%z Spr 11.885 Sprinkler 5200 12'-1'%z Spr 11.886 Sprinkler 5248 10'-8'/ Spr 12.513 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5269 10'-8'/z Spr 12.513 Sprinkler 5339 17'-4% Spr,fd(21'-0) 10.736 Sprinkler 5340 17'-4'% Spr,fd(21'-0) 10.552 Sprinkler 5407 15'-4'% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4% Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4'/z Spr,fd(21'-0) 7.000 Sprinkler 5452 13'-3 Spr,fd(21'-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5491 25'4 Spr,fd(2V-0) 10.491 Sprinkler 5493 25'-4 Spr,fd(21'-0) 10.513 Sprinkler 5500 26'-10% Spr,fd(21'-0) 10.144 Sprinkler 5501 26'-7'% Spr,fd(21'-0) 10.235 Sprinkler 5504 28'-0 Spr,fd(21'-0) 9.054 Sprinkler 5508 28'-2 Spr,fd(21'-0) 9.175 Sprinkler 5509 27'-11 Spr,fd(21'-0) 9.000 Sprinkler 5514 27'-11 Spr,fd(21'-0) 9.706 Sprinkler 5520 27'-11 Spr,fd(21'-0) 9.674 Sprinkler 5529 27'-11 Spr,fd(21'-0) 9.757 Sprinkler 5707 28'-2'%z Spr,fd(21'-0) 9.901 Sprinkler 5708 28'-2'% Spr,fd(21'-0) 9.758 Sprinkler 5709 28'-2'% Spr,fd(21'-0) 9.989 Sprinkler 5730 27'-7% Spr,fd(2V-0) 9.000 Sprinkler 5736 27'-3%z Spr,fd(21'-0) 9.307 Sprinkler 5737 2T-3'%z Spr,fd(21'-0) 9.322 Sprinkler 5769 26'-7 Spr,fd(21'-0) 10.156 Sprinkler 5773 26'-5 Spr,fd(21'-0) 10.630 Sprinkler 5822 25'-6 Spr,fd(2V-0) 10.930 Sprinkler 5823 25.-6 Spr,fd(21'-0) 10.897 Sprinkler k,©M.E.P.CAD, Inc. I(iAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:28AM Page 10 1 .7 Hydraulic Analysis I Job Number:PC0318-ARES -•, , - Report Description Light Hazard(#10-Covered Play-Dry) Pjpe Type Diameter Flow Velocity _ HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length Route 1 BL 1.3800 14.82 3.18 100 0.027529 12-10'% Pf 0.355 5422 14'-4% 14.82 5.6 7.000 Sprinkler Pe 0.784 5462 1 Z-6% 8.139 12-10'%Pv BL 1.3800 30.79 6.60 100 0.106547 6'-1 Pf 1.409 5462 12-6'% 15.98 5.6 8.139 Sprinkler, 7'-1% Pe 0.952 3385 10'-4 10.500 2LtE(1'-5),PO(4'-3Yx) 13.-2'%Pv CM 2.0670 30.79 2.94 100 0.014895 0'-5'% Pf 0.007 3385 10'-4 10.500 Pe 0.000 3383 10'-4 10.507 0'-5%Pv CM 2.0670 47.85 4.58 100 0.033673 8'-8 Pf 0.292 3383 10'-4 17.06 10.507 Flow(q)from Route 6 Pe 0.008 3382 10'-4 10.807 8'-8 Pv CM 2.0670 79.15 7.57 100 0.085417 0'-5'/z Pf 0.039 3382 10'-4 31.29 10.807 Flow(q)from Route 2 Pe 0.000 3380 10'-4 10.847 0'-5'/z Pv CM 2.0670 96.49 9.23 100 0.123235 8'-6'% Pf 1.053 3380 10'-4 17.34 10.847 Flow(q)from Route 7 Pe 0.008 3379 10'-4 11.907 8'-6%Pv CM 2.0670 129.56 12.39 100 0.212581 0'-5% Pf 0.097 3379 10'-4 33.07 11.907 Flow(q)from Route 3 Pe 0.000 3377 10'-3% 12.005 0'-5Yz Pv CM 2.0670 147.83 14.13 100 0.271341 2'-9 Pf 0.752 3377 10'-3% 18.27 12.005 Flow(q)from Route 8 Pe 0.003 3376 10'-3% 12.759 2'-9 Pv DY 4.0260 147.83 3.73 100 0.010556 0'-0 Pf 0.271 3376 10'-3% 12.759 25.-8 Pe 0.000 3375 10'-3'% 13.031 fT(11'-5),C(14'-3) 25.-8 Pv CM 4.0260 289.94 7.31 100 0.036701 50'-9 Pf 2.396 3375 10'-3% 142.11 13.031 Flow(q)from Route 4 14'-6'% Pe -3.787 3110 19'-0Y 11.640 3fE(4'-10) 65'-3%Pv CM 4.2600 289.94 6.53 100 0.027873 _ 1T-1 Pf 0.654 3110 19'-0'% 11.640 6'-4% Pe -0.135 3111 19'-4 12.158 fE(6'-4%) 23'-5'%Pv CM 4.0260 289.94 7.31 100 0.036701 181-5% Pf 9.675 3111 19'-4 12.158 82'-1A Pe 3.600 1529 11'-0% 25.433 14fE(4'-10),P0(14.-3) 263'-7%Pv CM 6.0650 289.94 3.22 100 0.004969 39'-11 Pf 0.377 1529 11'-0'% 25.433 35.-8 Pe 4.158 801 1'-5% 29.968 2fE(7'-1%),P0(21.-4%) 75'-7 Pv CM 6.3570 289.94 2.93 120 0.002832 7-0 Pf 0.095 801 1'-5% 29.968 31'-5 Pe 0.000 15 1'-5% 30.062 fT(31'-5),BOR 33'-5 Pv UG 6.3570 289.94 2.93 120 0.002832 12-8% Pf 0.086 15 1'-5% 30.062 17'-7 Pe 2.366 11 -4'-0 32.515 E(17.-7) 30'-3'%Pv UG 6.2800 289.94 3.00 140 0.002259 441'-6 Pf 1.047 11 -4'-0 32.515 22'-1 Pe 0.000 5 -4'-0 33.562 2EE(11'-0%) 463'-6% Pv UG 8.3900 289.94 1.68 140 0.000551 69'-5% Pf 3.934 5 -4'-0 33.562 30'-6% Pe 3 -4'-0 37.496 BFP(-3.879),E(30'-6%) 100'-0 Pv UG 12.4600 289.94 0.76 140 0.000080 10'-0 Pf 0.009 3 -4'-0 37.496 98'-3% Pe 7 -4'-0 37.505 T(98'-3%) 108'-3%Pv UG 6.2800 289.94 3.00 140 0.002259 10'-0 Pf 0.023 7 -4'-0 37.505 Pe 1 -4'-0 37.527 Water Supply 10'-0 Pv 100.00 Hose Allowance At Source 1 389.94 o Route 2 BL 1.3800 15.07 3.23 100 0.028410 17-10% Pf 0.366 5421 14'-4'/Y 15.07 5.6 7.243 Sprinkler Pe 0.784 5461 12'-8%z 8.393 12'-10'%Pv BL 1.3800 31.29 6.71 _ 100 0.109782 6'-1% Pf 1.454 5461 12'-6%Y 16.22 5.6 8.393 Sprinkler, 7'-1% Pe 0.960 3382 10'-4 10.807 2LtE(1'-5), P0(4'-3%) 13'-0 Pv iy®M.E.P.CAD, Inc. ,;QjAutoSPRINK 2019 v15.1 23.0 10/11/2021 7:22:31AM Page 11 di.Hydraulic Analysis J Job Number.PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) 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 3 BL 1.3800 15.97 3.43 100 0.031630 12'-10'% Pf 0.407 5420 14'-4''/: 15.97 5.6 8.134 Sprinkler Pe 0.784 5460 12'-6% 9.325 12'-10%Pv BL 1.3800 33.07 7.09 100 0.121600 6'-1% Pf 1.613 5460 12'-6Y 17.10 5.6 9.325 Sprinkler, 7'-l% Pe 0.969 3379 10'-4 11.907 2LtE(1'-5), PO(4'-3'/z) 13'-3 Pv • Route 4 BL 1.3800 16.16 3.47 100 0.032338 12'-10'% Pf 0.417 5418 14'-4'% 16.16 5.6 8.331 Sprinkler Pe 0.784 5458 17-6% 9.531 12'-10'%Pv BL 1.3800 33.45 7.18 100 0.124198 6'-2 Pf 2.184 5458 12'-6% 17.29 5.6 9.531 Sprinkler, 11'-5 Pe 0.986 3371 10'-3% 12.701 2LtE(1'-5),PO(4'-3'A),C(4'-3%) 17'-7 Pv CM 4.0260 89.76 2.26 100 0.004194 8'-9'% Pf 0.037 3371 10'-3% 56.31 12.701 Flow(q)from Route 9 Pe -0.009 3372 10'-3'% 12.730 8'-9'/Pv _CM 4.0260 108.59 2.74 100 0.005965 0'-514 Pf 0.003 3372 10'-3'% 18.83 12.730 Flow(q)from Route 12 Pe -0.000 3374 10'-3'% 12.732 0'-5% Pv CM 4.0260 142.11 3.58 100 0.009811 5'-4 Pf 0.304 3374 10'-3'% 33.52 12.732 Flow(q)from Route 5 25'-8 Pe -0.005 3375 10'-3% 13.031 fT(11'-5),C(14'-3) 31'-0 Pv or Route 5 BL 1.3800 16.20 3.47 100 0.032456 12'-1014 Pf 0.418 5419 14'4% 16.20 5.6 8.364 Sprinkler Pe 0.784 5459 12'-614 9.566 12'-10'%Pv BL 1.3800 33.52 7.19 100 0.124633 6'-2 Pf 2.189 5459 17-6'% 17.32 5.6 9.566 Sprinkler, 11'-5 Pe 0.977 3374 10'-3% 12.732 2LtE(1-5),PO(4'-3%),C(4'-3%) 17'-7 Pv • Route 6 AO 1.0490 17.06 6.33 120 0.096991 0'-5'/: Pf 0.531 5485 10'-1014 17.06 5.6 9.283 Sprinkler, 5'-0 Pe 0.204 3395 10'-4% 10.017 PO(5'-0) 5'-5/:Pv BL 1.3800 17.06 3.66 100 0.035742 8'-11'/a Pf 0.473 3395 10'-414 10.017 4'-3% Pe 0.016 3383 10.-4 10.507 P0(4.-3+%) 13'-3 Pv • Route 7 AO 1.0490 17.34 6.44 120 0.099969 0'-514 Pf 0.547 5484 10'-10 17.34 5.6 9.591 Sprinkler, 5'-0 Pe 0.204 3394 10'-0% 10.342 PO(5'-0) 5'-5% Pv BL 1.3800 17.34 3.72 100 0.036840 8'-11% Pf 0.488 3394 10'-4% 10.342 4'-314 Pe 0.016 3380 10'-4 10.847 P0(4'-3%,) 13'-3 Pv • Route 8 AO 1.0490 18.27 6.78 120 0.110086 0'-5% Pt 0.602 5483 10'-10 18.27 5.6 10.645 Sprinkler, 5'-0 Pe 0.204 3393 10'-4 11.451 PO(5'-0) 5'-5'%Pv BL 1.3800 18.27 3.92 100 0.040568 8'-11'% Pf 0.537 3393 10'-4 11.451 4'-3% Pe 0.017 3377 10'-3'% 12.005 PO(4'-3'A) 13'-3 Pv • Route 9 BL 1.3800 18.69 4.01 100 0.042323 6'-2% Pf 0.564 5457 12'-6'% 18.69 5.6 11.144 Sprinkler, 7'-116 Pe 0.995 3368 10'-3 12.702 2LtE(1'-5),PO(4'-3'14) 13'-4 Pv CM 4.0260 37.50 0.95 100 0.000834 8'-314 Pf 0.007 3368 10'-3 18.81 12.702 Flow(q)from Route 11 Pe -0.008 3369 10'-3'% 12.701 8'-3'A Pv CM 4.0260 56.31 1.42 100 0.001770 0'-5'A Pf 0.001 3369 10'-3% 18.81 12.701 Flow(q)from Route 10 Pe -0.000 3371 10'-3% 12.701 0'-5% Pv • Route 10 AO 1.0490 18.81 6.98 120 0.116136 0'-5% Pf 0.635 5481 10'-9'A 18.81 5.6 11.279 Sprinkler, 5'-0 Pe 0.204 3391 10'-3Y 12.118 PO(6-0) 5'-5%Pv BL 1.3800 ._ 18.81 4.03 100 0.042797 8'-11% Pf 0.567 3391 10'-3'/z 12.118 4'-3'% Pe 0.016 3369 10'-3'% 12.701 PO(4'-3%) 13'-3 Pv ik,©M.E.P.CAD, Inc. inAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:31AM Page 12 �j Hydraulic Analysis ` Job Number:PC0318-ARES ■ Report Description:Light Hazard(#10-Covered Play-Dry) 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 11 AO 1.0490 18.81 6.98 120 0.116149 0'-5'.4 Pf 0.635 5480 10'-9 18.81 5.6 11.280 Sprinkler, 5'-0 Pe 0.204 3390 10'-3% 12.119 P0(5.-0) 5'-5'V, Pv BL 1.3800 18.81 4.03 100 0.042802 8'-11'% Pf 0.567 3390 10'-3% 12.119 4'-3% Pe 0.016 3366 10'-3 12.703 P0(4'-3%) 13'-3 Pv CM 4.0260 18.81 0.47 100 0.000233 0'-5V, Pf 0.000 3366 10'-3 12.703 Pe -0.000 3368 10'-3 12.702 0'-5% Pv Route 12 AO 1.0490 18.83 6.99 120 0.116384 0'-5Yz Pf 0.637 5482 10'-9% 18.83 5.6 11.305 Sprinkler, 5'-0 Pe 0.204 3392 10'-4 12.145 P0(5'-0) 5'-5% Pv BL 1.3800 18.83 4.04 100 0.042889 8'-11% Pf 0.568 3392 10'-4 12.145 4'-3% Pe 0.016 3372 10'-3% 12.730 P0(4'-3%) 13'-3 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) C Value Multiplier / Actual Inside Diameter `°87 Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Ali,©M.E.P.CAD, Inc. 476AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:22:31AM Page 13 411 Hydraulic Analysis Job Number PC0318-ARES Report Description:Light Hazard(#10-Covered Play-Dry) 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 DR Drop Discharge gpm BalV Ball Valve BFP Backflow Preventer DY Dynamic Velocity fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Total ressure at oint in a i e DelV Deluge Valve a p p p p SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 111/4°Elbow points Ee2 22W Elbow Pv Velocity pressure at a point in a pipe 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 GloV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. anAutoSPRINK2019v15.1.23.0 10/11/2021 7:22:31AM Page 14 1Gi Hydraulic Summary i Job Number:PC0318-ARES Report Description Light Hazard(#11 -SW IDF-Pre-Action) Job Jot Number Design Engineer PC0318 Tim Carpenter Job Name: - State CMif0WONIIoenee Number Art Rutkin Elementary School 67508 Address I AHJ 15600 SW River Terrace Blvd. City of Tigard Address 2 _ - Job SIM'EVltoing Tigard,OR 97224 Art Rutkin Address 3 Drawing Name ' Art Rutkin-FP.cad System Remote Area(s) Most oemaodmg Sommer Data occupancy Job Sums 5.6 K-Factor 14.82 at 7.000 Light Hazard ARES Hose Allowance At Source Den.M Area e&Appliation 100.00 0.10gpm/ft2 1500ft2(Actual 63ft2) Addlibnel Nee Supplies Number Of SpdnIden CelaISec Number Of Noales Celoulater Coverage Per SpmWer Node Flow(gom) 1 0 64ft2 Or ;!, EQ ,,a / �'� 77506PE 10-13-2021 OREGON Tolel NON SIMMS J 100.00 tt4.4 ' 1 System Flew Demand Toad Water Required(Including Nose Allowance) IPp N 10 2DD 6 •S, 14.82 114.82 `r k CS*.. Maximum Preemie unbalance In Loops L. 0.000 V1 pD pr ADc 1 Maximum Vetodly Above Ground EX ` A"ONDA`E:123)/2022 5.50 between nodes 2542 and 5211 Maximum VelotAy Under Ground 0.15 between nodes 5 and 11 Votome apacdy of Wel Pipes Volume apedly of Dry Plpw 2898.93ga1 N/A Supplies Hose Flow Static Residual Flow Available Total Demand Required Safety Margin Node Name (gpm) (psi) (psi) MI (gpm) (psi) C� (gpm) (psi) (psi) 1 Water Supply 100.00 88.000 20.000 550.00 84.252 114.82 33.717 50.534 Contractor Contractor Number Contact Name I Contact Title 24PCO244 Tim Carpenter Designer Name of Contractor: Phone EMeebn Cosco Fire Protection 360-883-6383 11915 Address 1 FM 2501 SE Columbia Way#100 360-883-6390 Address 2 E-mail Vancouver,WA 98661 tcarpenter@coscofire.com Address 3 Web-See www.coscofire.com im,©M.E.P.CAD, Inc. di AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:23:55AM Page 1 III4 41 Hydraulic Graph Job Number:PC0318-ARES Report Description Light Hazard(#11 -SW IDF-Pre-Action) Water Supply at Node 1 100 90 Static Pressure 88.000 80 70 60 50 d ` 40 14.82 T'33.717 �7 I 114.82 with hose streams 30 20 50.00 @ 20.000 10 0 BL11111111 111I11l 11 11111111 1 1 1 1 1 1 1 1 1 ( ( I ( ( ( t 1 i I I I I I I I 1 1 III 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph Water Supply at Node 1 Static'Pressure - 88.000 Resltlual.Pressure —20.000 @ 550.00 Available Pressure at Time of Test 84.252 @ 114.82 Syeter, ema-d 33.717 @ 14.82 Sxitem Demand(l^auau°Pore Mlcwerce et Source) 33.717 @ 114.82 ©M.E.P.CAD, Inc. AutoSPRINK2019v15.1.23.0 10/11/2021 7:23:57AM Page 2 11Rj®® Hydraulic Graph Job Number:PC0318-ARES CCCC , Report Description:Light Hazard(#11 -SW IDF-Pre-Action) BOR 100 90 Static Pressure 88.000 80 70 60 50 o_ 40 30 14.82 26.351 i - 114.82 with hose streams 20 50.00©20.000 -System demand curve 10 0 �- l 1111111111111.1 Ill 111111111 f 1111111 I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I 11 I 11 I QI50 300 450 600 750 900 1050 1200 1350 1500 Water flow,gpm Hydraulic Graph BOR Relic:Pressure N/A Residual'.Pressure N/A Available Pressure st Time of Tesl N/A syelem Demand -.. -- - - 26.351 @ 14.82 Rnlem Demand(Including rvmeA Iowance at Source) 26.351 @ N/A (d!� ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:23:57AM Page 3 ilSummary Of Outflowing Devices Job Number: PC0318-ARES Report Description: Light Hazard(#11 -SW IDF-Pre-Action) Actual Flow Minimum Flow K-Factor Pressure I Device (gpm) (gPm) (K) (psi) 0 Sprinkler 5211 14.82 6.38 5.6 7.000 b Most Demanding Sprinkler Data LA,0 M.E.P CAD, Inc. IA AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:23:59AM Page 4 la Node Analysis I Job Number:PC0318-ARES Re•ort Descri•tion: Li•ht Hazard(#11 -SW IDF-Pre-Action Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 33.717 14.82 5211 14'-8'/% S•r-7.000 i 7.000 14.82 3 -4'-0 E(30'-6%) 33.717 5 -4'-0 C(59'-0'/) 28.722 7 -4'-0 T 98'-3% _ 33.717 11 -4'-0 28.718 15 1'-5% ff(31'-5),BOR 26.351 149 12'-6 PO(T-5) 21.558 169 13.-10 PO 5'-0 20.987 183 12'-6 PO 7'-5 21.558 187 13'-10 PO 5'-0 20.987 209 13'-8'/% PO 5.-0 21.041 - 230 13'-10 PO 5'-0 9.655 236 12'-6 PO(T-5) 21.558 237 13.-10 T 7'-5 20.987 243 13.-8'% P0(5'-0) 21.041 250 13.-10 PO 5'-0 20.987 273 13'-10 P0(5'-0) 20.987 338 13.-10 PO 5'-0 20.987 373 12.-3 PO 7'-5 21.673 375 13.-10 PO 5'-0 20.987 382 13'-7 PO 5'-0 21.091 429 13'-7 PO 5'-0 21.091 522 12'-3 PO(T-5) 21.673 543 13'-7 P0(5.-0) 21.091 589 13'-7 PO 5'-0 21.091 671 12.-3 PO T-5 21.673 728 2-1 26.081 801 1'-51h PO 21'-4% 26.351 - - 901 12-8% PO T-5,C 7'-5 21.474 922 12'-0 PO 9'-11 21.781 942 12.-6 PO 7-5 21.571 999 12-3 P0(9'-11) 21.673 1014 1'-5'% PO(20'-2) 26.351 1113 1'-5% PO 5'-8'% 26.351 1117 4'-7 24.884 1190 12'-8%z PO(T-5),C(7'-5) 21.474 1211 17-0 P0(9'-11) 21.781 1253 12.-6 P0(7'-5) 21.571 1316 12-8% P0(7'-5),C(7'-5) 21.474 1335 12-0 PO(7'-5) 21.781 1410 12-6 P0(7-5) 21.571 1518 11'-4Y• P0(16'-5Yz) 22.061 1529 11'-0'% P014.-3 22.193 1532 12'-6 P0(7-5) 21.571 1570 12'-8'% PO(7'-5),C(7'-5) 21.474 1582 13'-10'% P0(5'-0) 20.962 1586 13'-10% P0(5-0) 20.962 1590 13'-10% PO 5.-0 20.962 1594 13'-10'/z P0(5'-0) 20.962 1597 12'-0 PO(7'-5) 21.781 1642 12'-0 P0(5.-0) 21.781 1660 12'-3 P0(16.-5'%) 21.673 1671 12.-8% P0(9'-11) 21.474 1701 13'-8% P0(7'-5) 21.041 1704 12'-3 P0(16'-5%) 21.673 1709 17-3 P0(12'-3'%) 21.673 1742 12'-3 P0(9'-11) 21.673 1809 12.-3 P0(7-5) 21.673 1814 12'-8% PO(7-5) 21.474 1827 14'-0% P0(5-0) 20.889 1831 14'-0% P0(5.-0) 20.889 I&0 M.E.P.CAD,Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:01AM Page 5 NiNode Analysis I Job Number:PC0318-ARES Report Description Light Hazard(#11 -SW IDF-Pre-Action) Node Elevation(Foot) Fittings Pressure(pei) Discharge(gpm) 1835 12'-0 P0(7-5) 21.781 1836 14.-01,4 T(7.5) - 20.889 1841 14.-0'% P0(5.-0) 12.730 1850 13'-3 PO(26'-4) 21.239 _ 1866 12.-3 P0(7.-5) 21.673 1887 12'-3 P0(7'-5) 21.673 1908 12.-3 P0(7.-5) 21.673 1930 12'-8% P0(7.5) 21.474 1964 14.-01.% P0(5'-0) 20.889 1968 14.-04 P0(5.-0) 20.889 1972 12'-0 P0(7.-5) 21.781 2040 12'-0 P0(9'-11) 21.781 2062 12.-3 P0(9'-11) 21.673 2076 12.-3 P0(7.-5) 21.673 2087 12.-8'% PO(T-5) 21.474 2160 18'-2'% T(9.-11) 19.097 2161 16.-10 P0(9.-11),C(9.-11) 19.679 2163 25'-6% P0(5.-0) 10.971 2165 24.-1 P0(9.-11) 13.104 2166 25'-6% T(9.-11) 11.115 2169 25'-6% P0(5.-0) 10.036 2177 25'-6% P0(5'-0) 9.816 2194 25.-6% P0(5.-0) 9.738 2227 23'-9 P0(5.-0) 11.275 2228 22'-4 P0(9'-11) 14.040 2230 23'-9 T(9'-11) 11.423 2231 16.-5 T(9'-11) 19.873 2232 15-1 PO(9.-11),C(9.-11) 20.452 2239 20.-0 P0(5.-0) 18.321 2253 23'-9 P0(5.-0) 9.655 2256 1 T-8 P0(7.-5) 19.329 2259 20.-0 P0(5.-0) 18.321 2265 23.-9 P0(5'-0) 9.209 2267 18'-11% P0(5'-0) 18.762 2270 23.-9 P0(5'-0) 8.935 2272 20'-0 P0(5'-0) 18.321 2278 16'-9 P0(7.-5), C(7'-5) 19.715 2279 23'-4'A P0(9'-11) 16.855 2291 21.-11% P0(5'-0) 12.068 2293 24'-3'% PO(5.-0) 8.954 2294 24.-3'% PO(5-0) 9.021 2295 24.-3Y, P0(5'-0) 9.265 2296 24'-3''A PO(5.-0) 9.787 2297 24'-3% P0(5'-0) 10.691 2298 24.-3Y2 P0(5.-0) 12.098 2308 14'-11% T(9.-11) 20.497 2309 13.-7% P0(9'-11) 21.074 2311 20'-6'% P0(9'-11) 15.528 2315 21'-11Y T(9.-11) 12.225 2317 18'-11% P0(5'-0) 18.762 2320 20'-0 P0(5-0) 18.321 2322 23'-9 P0(5.-0) 8.848 2329 21'-11Y, P0(5.-0) 9.693 2332 18'-11% P0(5'-0) 18.762 2333 20'-0 P0(5'-0) 18.321 2336 21.-11% P0(5.-0) 8.982 2339 20'-0 T(7'-5) 18.321 2340 22'-3 P0(9.-11) 17.342 2352 23.-2% P0(5.-0) 9.120 2353 23.-2% P0(5'-0) 9.189 2354 23'-2% P0(5'-0) 9.437 2355 23'-2% P0(5'-0) 9.967 (k,©M.E.P.CAD, Inc. RAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:01AM Page 6 ���� Node Analysis 1 Job Number:PC0318-ARES ��Illlffii MMM Report Description Light HazardA#11 -SW IDF-Pre-Action1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2356 23'-2% P0(5.-0) 10.886 2357 23'-214 P0(5'-0) 12.316 2367 18'-11'A PO(5'-0) 18.762 _ 2369 21'-11% P0(5-0) 8.448 2370 20'-0 PO(5'-0) _ 9.741 2380 13'-7 7(9.-11) 21.101 2385 12'-3 PO(9'-11),C(9'-11) 21.676 2394 18'-11% PO(5'-0) 18.762 2395 21'-11% P0(5.-0) 8.195 2406 1T-5% PO(7'-5) 19.408 _ __ 2407 18'-11% T(T-5) 18.762 2415 21'-11%z P0(5'-0) 8.140 2416 21-1% P0(9'-11) 17.832 2429 22-0'% P0(5'-0) 9.304 2430 22'-0% P0(5'-0) 9.374 2431 22-0% P0(5'-0) 9.626 2432 22-0% PO(5'-0) 10.166 _ 2433 22'-0% P0(5'-0) 11.103 2434 22'-O% PO(5'-0) 12.559 2442 18'-11% P0(5'-0) 10.409 2469 16'-7 PO(7'-5) 19.795 2483 12'-1'% T(9'-11) 21.722 2486 10'-10 P0(9'-11) 22.295 2518 14'-2% 20.824 2542 14'-3% P0(3'-7) 7.567 2583 17'-1 P0(16'-5/z) 19.577 2657 1T-1 P0(16.-5/z) _ 19.577 2660 _ 10'-8% T(9'-11) 22.349 2664 9'4% PO(9'-11),C(9'-11) 22.920 2698 16.-7 P0(7'5) 21.014 2706 19'-7 P0(5.-0) 9.795 2707 19.-7 P0(5'-0) 9.207 2708 19'-7 P0(5.-0) 9.046 2743 11'-2 P0(5.-0) 22.146 2904 16.-7 PO(7'-5) 21.226 2913 1 T-10'A PO(5'-0) 13.400 2914 1T-10% P0(5'-0) 13.169 3079 15.-7% fl(12'-3%) 24.737 3107 10'-2% PO(12-3%) 22.552 3182 13'-0%z P0(7'5) 20.444 3190 15'-8 P0(5'-0) 9.535 3191 15.-8 P0(5'-0) 8.959 3192 15.-8 P0(5'-0) 8.801 3267 13'-0% PO(7'-5) 20.706 3290 13'-5 P0(5.-0) 10.123 3291 13'-5 P0(5'-0) 9.518 3292 13'-5 P0(5'-0) 9.352 3366 10'-3 P0(4'-3%z) 22.539 3368 10'-3 P0(4'-3Yz) 22.539 3369 10'-3% P0(4.-3%) 22.531 3371 10'-3'% PO(4'-3%),C(4.-3%z) 22.530 3372 10'-3% PO(4'-3%) 22.522 3374 10'-3% PO(4'-3%),C(4.-3%) 22.521 3375 10'-3% fT(11'-5),C(14'-3) 22.516 3376 10'-3% 22.515 3377 10'-3Yz PO(4'-3%) 22.513 3379 10'-4 PO(4'-3%) 22.512 3380 10'-4 P0(4'-3%) 22.505 3382 10'-4 P0(4-3'%) 22.504 3383 10'-4 P0(4'-3%z) 22.496 3385 10'-4 PO(4-3%) 22.496 3390 10'-3% P0(5.-0) 12.119 Qd,0 M.E.P.CAD, Inc. 'jAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:01AM Page 7 �lllll Y�f Node AnalysisII Job Number:PC0318-ARES Report Description:Light Hazard(#11 -SW IDF-Pre-Action) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 3391 10'-316 PO(5'-0) 12.118 3392 10'-4 P0(5'-0) 12.145 3393 10'-4 P0(5'-0) 11.451 3394 10'-4% P0(5'-0) 10.342 3395 10-4V P0(5'-0) 10.017 3414 30'-7Yz P0(7'-5) 13.705 3438 30'-7% P0(5'-0) 13.705 3439 30-7%z P0(5'-0) 13.705 3440 30-7Yz PO(T-5) 13.705 3467 33'-8 P0(5'-0) 12.380 3470 30-7'% P0(7'-5) 13.705 3477 33'-8 P0(5'-0) 12.380 3493 34'-1% P0(5'-0) 12.194 3507 34'-1'A PO(5'-0) 12.194 3512 31'-7% PO(7'-5) 13.276 3524 34'-1 Yz PO(5'-0) 12.194 3529 32'-8% P0(5'-0) 12.795 3550 32'-8Y P0(5'-0) 12.795 3562 30'-0 PO(7'-5) 13.973 3574 32-8% P0(5'-0) 12.795 3604 28'-11 P0(12'-3%) 14.441 3648 30'-7% PO(7'-5) 13.705 3691 26'-6 P0(5'-0) 15.487 3720 30'-3 P0(7-5) 13.876 3749 30-8'h P0(9'-11) 13.677 3787 30'-7Yz PO(T-5) 13.705 3833 30'-3 P0(7-5) 13.876 3869 30-8'% PO(T-5) 13.677 3898 30'-7% PO(T-5) 13.705 3969 30'-3 PO(7'-5) 13.876 3998 30'-8'% P0(7'-5) 13.677 4008 30'-TA PO(7'-5) 13.705 4016 30'-3 P0(9'-11) 13.876 4063 30'-O% PO(16'-5%) 13.963 4078 37-7 P0(7'-5) 12.862 4114 32'-7 P0(5'-0) 12.862 4118 32'-7 PO(5'-0) 12.862 4119 32'-7 P0(5'-0) 12.862 4125 32'-7 P0(7-5) 12.862 4179 29'-2'% PO(7'-5) 14.316 4182 31'-5'% PO(9'-11) 13.342 4219 27'-11'% P0(7'-5) 14.870 4233 31'-1'/ PO(T-5) 13.494 4253, 30'-9 P0(5'-0) 13.650 4255 30'-9 P0(5'-0) 13.650 4257 30'-9 P0(5'-0) 13.650 4260 30-9 PO(7'-5) 13.650 4334 26'-7'/z PO(7'-5) 15.441 4359 29'-7% P0(7'-5) 14.132 4381 29'-7!4 P0(5'-0) 14.132 4383 29'-7% P0(5'-0) 14.132 4392 29'-7Yz P0(7'-5) 14.132 4451 28'-4% PO(7'-5) 14.681 4464 28'-4% PO(5'-0) 14.681 4471 28'-4'/z PO(T-5) 14.681 4639 10'-0 Spr,fd(21'-0) 9.044 Sprinkler 4640 10'-0 Spr,fd(21'-0) 9.445 Sprinkler 4649 10'-0 Spr,fd(21'-0) 9.365 Sprinkler 4654 10'-0 Spr,fd(21'-0) 9.476 Sprinkler 4658 10'-0 Spr,fd(21'-0) 7.674 Sprinkler 4660 13'-8% Spr,fd(21'-0) 7.000 Sprinkler 4663 10%0 Spr,fd(21'-0) 7.405 Sprinkler giv,®M.E.P.CAD, Inc. ilAutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:01AM Page 8 kill(�llIl�� Node Analysis II Job Number:PC0318-ARES Report Description: Light Hazard(#11 -SW IDF-Pre-Action) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 4672 10'-0 Spr,fd(21'-0) 8.105 Sprinkler 4675 10'-0 Spr,fd(21'-0) 9.965 Sprinkler 4679 10'-0 Spr,fd(21'-0) 9.619 Sprinkler 4684 10'-0 Spr,fd(21'-0) 7.743 Sprinkler 4707 10'-0 Spr,fd(21'-0) 9.966 Sprinkler 4731 10'-0 Spr,fd(21'-0) 10.251 Sprinkler _- 4927 10'-0 Spr,fd(21'-0) 10.691 Sprinkler 4942 10'-0 S.r,fd 21'-0 10.948 S.rinkler 4943 10%0 Spr,fd(21'-0) 10.578 Sprinkler 4944 10'-0 Spr,fd(21'-0) 10.545 Sprinkler 4945 10'-0 Spr,fd(21'-0) 11.898 Sprinkler 4946 13'-8% Spr,fd(21'-0) 9.000 Sprinkler 4984 10%0 Spr,fd(21'-0) 10.967 Sprinkler 4985 10'-0 Spr,fd(21'-0) 10.865 Sprinkler 5008 23'-3 Spr 8.256 Sprinkler 5023 21'-5% Spr 7.614 Sprinkler 5035 10.-0 Spr,fd(21'-0) 11.469 Sprinkler 5036 10'-0 Spr,fd 13.282 Sprinkler 5089 18'-2% Spr 19.097 Sprinkler 5090 18'-2% Spr 19.097 Sprinkler 5091 25'-0 Spr 10.276 Sprinkler 5092 25'-9 Spr,fd(11'-0) 8.503 Sprinkler 5093 18'-2% Spr 19.097 Sprinkler 5094 25'-9 Spr,fd(11'-0) 8.313 Sprinkler 5096 25'-9 Spr,fd(11'-0) 8.245 Sprinkler 5107 16'-5 Spr 19.873 Sprinkler 5108 23'-2% Spr 10.557 Sprinkler 5111 16'-5 Spr 19.873 Sprinkler 5112 23'-9 Spr,fd(11'-0) 8.262 Sprinkler 5114 19'-8 Spr,fd(21'-0) 7.472 Sprinkler 5115 16'-5 Spr 19.873 Sprinkler 5116 23'-9 Spr,fd(11'-0) 7.876 Sprinkler 5118 19'-8 Spr,fd(21'-0) 7.086 Sprinkler 5119 18'-9 Spr,fd(21'-0) 7.908 Sprinkler 5120 23'-9 Spr,fd(11'-0) 7.639 Sprinkler 5124 24'-4 Spr,fd(21'-0) 7.054 Sprinkler 5125 24'-4 Spr,fd(21'-0) 7.248 Sprinkler 5126 24'-4 Spr,fd(21'-0) 7.663 Sprinkler 5127 24'-4 Spr,fd(21'-0) 8.384 Sprinkler 5128 24'-4 Spr,fd(21'-0) 9.508 Sprinkler 5130 14'-11'/, Spr 20.497 Sprinkler 5132 21'-5'/ Spr 11.218 Sprinkler 5134 19'-8 Spr,fd(21'-0) 7.000 Sprinkler 5135 18'-9 Spr,fd(21'-0) 7.512 Sprinkler 5138 21'-11'% Spr,fd(11'-0) 8.295 Sprinkler 5139 14'-11Y Spr 20.497 Sprinkler 5141 19'-8 Spr,fd(21'-0) 7.006 Sprinkler 5142 18'-9 Spr,fd(21'-0) 7.427 Sprinkler 5144 21'-11Y Spr,fd(11'-0) 7.880 Sprinkler 5148 23'-3 Spr,fd(21'-0) 7.124 Sprinkler 5149 23'-3 Spr,fd(21'-0) 7.179 Sprinkler 5150 23'-3 Spr,fd(21'-0) 7.376 Sprinkler 5151 23'-3 Spr,fd(21'-0) 7.799 Sprinkler 5152 23'-3 Spr,fd(21'-0) 8.532 Sprinkler 5153 23'-3 Spr,fd(21'-0) 9.674 Sprinkler 5155 13'-7 Spr 21.101 Sprinkler 5156 19'-8 Spr,fd(21'-0) 7.187 Sprinkler 5157 18'-9 Spr,fd(21'-0) 7.435 Sprinkler 5159 21'-11'/z Spr,fd(11'-0) 7.218 Sprinkler 5164 19'-8 Spr,fd(21'-0) 7.740 Sprinkler 5165 18'-9 Spr,fd(21'-0) 7.635 Sprinkler 5166 21'-11'% Spr,fd(11'-0) 7.000 Sprinkler (s,©M.E.P.CAD, Inc. ®AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:01AM Page 9 r= Node Analysis 1 Job Number:PC0318-ARES Report Description:Light Hazard(#11 -SW IDF-Pre-Action) Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5167 13'-7 Spr 21.101 Sprinkler 5173 18'-9 Spr,fd(21'-0) 8.238 Sprinkler 5174 22'-1% Spr,fd(21'-0) 7.269 Sprinkler 5175 22'-1% Spr,fd(21'-0) 7.325 Sprinkler 5176 22'-1% Spr,fd(21'-0) 7.526 Sprinkler 5177 22'-1% Spr,fd(21'-0) 7.956 Sprinkler 5178 22'-1% Spr,fd(21'-0) 8.704 Sprinkler 5179 22'-1% Spr,fd(21'-0) 9.868 Sprinkler 5189 12'-1Y: Spr 21.722 Sprinkler 5200 12-1% Spr 21.722 Sprinkler 5248 . 10'-8% Spr 22.349 Sprinkler 5256 19'-5 Spr,fd(21'-0) 7.746 Sprinkler 5257 19'-5 Spr,fd(21'-0) 7.278 Sprinkler 5258 19'-5 Spr,fd(21'-0) 7.150 Sprinkler 5269 10'-8% Spr 22.349 Sprinkler 5339 17'-4% Spr,fd(21'-0) 10.736 Sprinkler 5340 17'-4% Spr,fd(21'-0) 10.552 Sprinkler 5407 15'-4% Spr,fd(21'-0) 7.585 Sprinkler 5408 15'-4Y: Spr,fd(21'-0) 7.126 Sprinkler 5409 15'-4% Spr,fd(21'-0) 7.000 Sprinkler 5418 14-4% Spr 20.760 Sprinkler 5419 14'-4Y Spr 20.760 Sprinkler 5420 14-4% Spr 20.760 Sprinkler 5421 14-4% Spr 20.760 Sprinkler 5422 14-4% Spr 20.760 Sprinkler 5452 13'-3 Spr,fd(2V-0) 7.989 Sprinkler 5453 13'-3 Spr,fd(21'-0) 7.506 Sprinkler 5454 13'-3 Spr,fd(21'-0) 7.375 Sprinkler 5457 17-6% Spr 21.544 Sprinkler 5458 12'-6% Spr 21.544 Sprinkler 5459 12'-6Y: Spr 21.544 Sprinkler 5460 12'-6% Spr 21.544 Sprinkler 5461 12'-6Y Spr 21.544 Sprinkler 5462 17-6% Spr 21.544 Sprinkler 5480 10'-9 Spr 11.280 Sprinkler 5481 10'-9% Spr 11.279 Sprinkler 5482 10'-9Y, Spr 11.305 Sprinkler 5483 10'-10 Spr 10.645 Sprinkler 5484 10'-10 Spr 9.591 Sprinkler 5485 10'-10'% Spr 9.283 Sprinkler 5491 25'-4 Spr,fd(21'-0) 10.491 Sprinkler 5493 26-4 Spr,fd(21'-0) 10.513 Sprinkler 5500 26'-10'% Spr,fd(21'-0) 10.144 Sprinkler 5501 26'-7'% Spr,fd(21'-0) 10.235 Sprinkler 5504 28'-0 Spr,fd(21'-0) 9.054 Sprinkler 5508 28'-2 Spr,fd(21'-0) 9.175 Sprinkler 5509 27'-11 Spr,fd(21'-0) 9.000 Sprinkler 5514 27'-11 Spr,fd(21'-0) 9.706 Sprinkler 5520 27'-11 Spr,fd(2V-0) 9.674 Sprinkler 5529 27'-11 Spr,fd(21'-0) 9.757 Sprinkler 5707 28'-2% Spr,fd(2V-0) 9.901 Sprinkler 5708 28'-2Y Spr,fd(21'-0) 9.758 Sprinkler 5709 28'-2'% Spr,fd(21'-0) 9.989 Sprinkler 5730 27'-7'% Spr,fd(21-0) 9.000 Sprinkler 5736 27'-3'Y Spr,fd(21'-0) 9.307 Sprinkler 5737 2T-3%, Spr,fd(21'-0) 9.322 Sprinkler 5769 26'-7 Spr,fd(21'-0) 10.156 Sprinkler 5773 26'-5 Spr,fd(21'-0) 10.630 Sprinkler 5822 25'-6 Spr,fd(21'-0) 10.930 Sprinkler 5823 25'-6 Spr,fd(21'-0) 10.897 Sprinkler 11j,©M.E.P.CAD, Inc. aAutoSPRINK2019v15.1.23.0 10/11/2021 7:24:01AM Page 10 111 Hydraulic Analysis I Job Number:PC0318-ARES Report Descriptiorr Light Hazard(#11 -SW IDF-Pre-Action) Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq.Length Summary Upstream Total Length v Route 1 AO 1.0490 14.82 _ 5.50 120 0.074703 0'-4% Pf 0.402 5211 14'-8'% 14.82 5.6 7.000 Sprinkler, 5'-0 Pe 0.165 2542 14'-3% 7.567 PO(5'-0) 5'-4%Pv BL 1.3800 14.82 3.18 100 0.027529 435'-11 Pf 13.099 2542 14'-3% 7.567 39'-11 Pe 4.217 1117 4'-7 24.884 22LtE(1'-5),2T(4'-3%z) 475'-10 Pv FR 1.6100 14.82 2.33 100 0.012995 3'-1+/: Pf 0.115 1117 4'-7 24.884 5'-8'% Pe 1.353 1113 1'-S% 26.351 DPV,BalV,PO(5'-8%) 8'-10 Pv CM 6.3570 14.82 0.15 120 0.000012 2'-0 Pf 0.000 1113 1'-5% 26.351 Pe 1014 1'-5'% 26.351 2'-0 Pv CM 6.3570 14.82 0.15 120 0.000012 4'-0 Pf 0.000 1014 1'-514 26.351 Pe 801 1'-5% 26.351 4'-0 Pv CM 6.3570 14.82 0.15 120 0.000012 2'-0 Pf 0.000 801 1-5% 26.351 31'-5 Pe 0.000 15 1'-5'% 26.351 fT(31'-5),BOR 33'-5 Pv UG 6.3570 14.82 0.15 120 0.000012 12'-8% Pf 0.000 15 1'-5'% 26.351 1T-7 Pe 2.366 11 -4'-0 28.718 E(1T-7) 30.-3'% Pv UG 6.2800 14.82 0.15 140 0.000009 441'-6 Pf 0.004 11 -4'-0 28.718 22'-1 Pe 0.000 5 -4'-0 28.722 2EE(11'-0%) 463'-6%Pv UG 8.3900 14.82 0.09 140 0.000002 69'-514 Pf 4.995 5 -4'-0 28.722 30'-6'% Pe 3 -4'-0 33.717 BFP(-4.995),E(30'-6'%) 100'-0 Pv UG 12.4600 14.82 0.04 140 0.000000 10'-0 Pf 0.000 3 -4'-0 33.717 98'-3% Pe 7 -4'-0 33.717 T(98'-3%,) 108'-3'%Pv UG 6.2800 14.82 0.15 140 0.000009 10'-0 Pf 0.000 7 -4'-0 33.717 Pe 1 -4%0 33.717 Water Supply 10'-0 Pv Equivalent Pipe Lengths of Valves and Fittings(C=120 only) \ C Value Multiplier 4 / Actual Inside Diameter 4.87 Value Of C 100 130 140 150 l Schedule 40 Steel Pipe Inside Diameter ) =Factor Multiplying Factor 0.713 1.16 1.33 1.51 k,©M.E.P.CAD, Inc. (;AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:04AM Page 11 � Hydraulic Analysis Job Number:PC0318-ARES III�NNNNR{{{1III Report Description:Light Hazard(#11 -SW IDF-Pre-Action) 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 DR Drop Discharge gpm BalV Ball Valve VelocityBFP Backflow Preventer DY Dynamic fps BV Butterfly Valve FM Feed Main Pressure psi C Cross Flow Turn 90° FR Feed Riser Length Foot cplg Coupling MS Miscellaneous Friction Loss psi/Foot Cr Cross Run OR Outrigger HWC Hazen-Williams Constant CV Check Valve RN Riser Nipple Pt Totalpressure at apoint in apipe DeIV Deluge Valve SP Sprig DPV Dry Pipe Valve ST Stand Pipe Pn Normal pressure at a point in a pipe E 90°Elbow UG Underground Pf Pressure loss due to friction between points EE 45°Elbow Pe Pressure due to elevation difference between indicated Eel 11 Y.°Elbow points Ee2 22%.° Elbow Pv Velocity pressure at a point in a pipe f Flow Device fd Flex Drop 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 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 Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex 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. u11 AutoSPRINK 2019 v15.1.23.0 10/11/2021 7:24:04AM Page 12 • ••r COSCO Fire Protection Fire Prom; Life Salo),Speciuiius Seismic Calculations COSCO Fire Protection Inc. 2501 SE Columbia Way, Suite 100 Vancouver,WA 98661 Phone:360-883-6383 Fax: 360-883-6390 Toll Free:800-983-6383 fsLA� OSHPD Art Rutkin Elementary School Latitude, Longitude: 45.40705028, -122.84610509 fin 71 0 0 o co m � � T rr Go, gle �M p data©2021 Date 7/30/2021,3:02:42 PM Design Code Reference Document ASCE7-16 Risk Category tl Site Class D-Default(See Section 11.4.. Type Value Description 0.842 Ss = Cp of 0.48 Per NFPA 13, 2016 S5 0.842 MCER ground motion.(for 0.2 second period) Table 9.3.5.9.3 S1 0.397 MCER ground motion.(for 1.0s period) SMS 1.01 Site-modified spectral acceleration value SM1 null-See Section 11.4.8 Site-modified spectral acceleration value SOS 0.674 Numeric seismic design value at 0.2 second SA SD1 null-See Section 11.4.8 Numeric seismic design value at 1.0 second SA Type Value Description SDC null-See Section 11.4.8 Seismic design category Fa 1.2 Site amplification factor at 0.2 second Fv null-See Section 11.4.8 Site amplification factor at 1.0 second PGA 0.385 MCEG peak ground acceleration FPGA 1.215 Site amplification factor at PGA PGAm 0.468 Site modified peak ground acceleration TL 16 Long-period transition period in seconds SsRT 0.842 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 0.953 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 1.5 Factored deterministic acceleration value.(0.2 second) S1RT 0.397 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.458 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. S1D 0.615 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.884 Mapped value of the risk coefficient at short periods CR1 0.866 Mapped value of the risk coefficient at a period of 1 s TOLBraceTM Seismic Bracing Calculations • Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE =�• Vancouver,WA 98661 N 15600 SW River Terrace Blvd. Phone: 360-883-6383 °onenagBuselen{Waive Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTN Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. 'Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOTM'components only.Use of any 0 other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) LIR Value 200 �,. r Q' ept is Brace Assembly Detail • Max Horizontal Load 1310 lbs(594 kg) c 77506TE r TOLCO 981 10 13-2021 UNIVERSALL SWAYIG.BRACE CREGON ATTACHMENT Fastener Information <1� ✓, iu 1�� STEEL PIPE �� Orientation to Connecting Surface NFPA Type B 'P J.,. ‘�ti �, L. Fastener EXPIRATION DATE:12/31/2022 Type Bolt 1 �� Diameter 1/2n. (12 mm) . . Length N/A TOLCO FIG. 1001 «"; ' FAST CLAMP ilk Maximum Load 2050 lbs(930 kg) * Brace Identification on Plans 6"Lateral#101 Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 23.03 lb/ft(34.27 kg/m) 921 Ibs(418 kg) Subtotal Weight 921 lbs(418 kg) Wp(incl. 15%) 1059 lbs(480 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 508 lbs(231 kg) 6" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) 1900 lb(861 kg) 1TOLBrace"Version 131 Use of TOLBrace"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Art Rutkin ES Job#24PC0318 15600 SW River Terrace Blvd. E f ■ cowonag 8051.717a:14hria w Brace Identification 6"Lateral#101 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 6" Sch.10 Steel Pipe Spacing of Brace 40' 0"(12.19 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 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch.10 Steel Pipe(152.4 mm) 140 ft(12.2 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 509 lbs (231 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 2050 lbs(930 kg) Fig. 1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member Angle iron secured to open web joists Calculations prepared by Tim Carpenter `The description of the Structural Member is for informational purposes only. TOLBraceT"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrac&*5 Visit us at www.tolco.com 1 TOLBraceTM Seismic Bracing Calculations Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE =�.� Vancouver,WA 98661 15600 SW River Terrace Blvd. Phone: 360-883-6383 °onelraa 8ust1G$ WhNa5 Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. *Calculation Based on CONCENTRIC Loading Please Note:These calculations are for TOLCO*""components only.Use of any v er components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) 3'f 4` • is ► Brace Assembly Detail UR Value 200 AS Max Horizontal Load 1310 lbs (594 kg) 77506[BE 1 if TOLCO FIG. 980 10-13-2021 UNIVERSAL SWAY BRACE OREGON ATTACHMENT Fastener Information v STEEL PIPE .r Orientation to Connecting Surface NFPA Type B �� p N I ����4� �, L. Fastener EXPIRATIONaATE:T2/31/2022 ' / Type Lag-Screw (---. Diameter 5/8in. � � Length 5-1/2in TOLCO FIG. 1001 .� FAST CLAMP Maximum Load '.•. 525 lbs (238 kg) 4 . Brace Identification on Plans 4"Lateral#102 Prying Factor N/A Brace Type Lateral[X] Longitudinal[ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 11.78 Ib/ft(17.53 kg/m) 353 lbs(160 kg) 1.5"(40 mm) Sch. 10 84 ft(25.6 m) 84 ft(25.6 m) 3.04 lb/ft(4.52 kg/m) 255 lbs(116 kg) 1"(25 mm) Sch. 10 21 ft(6.4 m) 21 ft(6.4 m) 1.81 lb/ft(2.69 kg/m) 38 lbs(17 kg) Subtotal Weight 646 lbs(293 kg) Wp(incl. 15%) 743 lbs(337 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 357 lbs(162 kg) 4" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 1071 lb(485 kg) fTOLBraceTh'Version 8} Use of TOLBrace'"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Art Rutkin ES Job#24PC0318 15600 SW River Terrace Blvd. Eff`N 00rwn'ap Busies;WArkwtee Brace Identification 4" Lateral#102 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe (ft) 4"Sch.10 Steel Pipe Spacing of Brace 30'0"(9.14 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 5/8in.x 5-1/2in. Lag-Screw Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 30 ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 84 ft(25.6 m) 1"Sch.10 Steel Pipe(25.4 mm) 21 ft(6.4 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 357 lbs(162 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 525 lbs(238 kg) Fig. 1001 Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member GLU-LAM BEAM Calculations prepared by Tim Carpenter •The description of the Structural Member is for informational purposes only. TOLBraceT"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace""8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE `�.� Vancouver,WA 98661 15600 SW River Terrace Blvd. Phone: 360-883-6383 9merap6dsaes: 1°"ce Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet 013 Brace Information TOLCOTM Brace Components Maximum Brace Length 7 o"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig. 1001 Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note:These calculations are for TOLCOTM'components only. Use of any o ier components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) 0 isrprri UR Value 200 A or .. • .0.0:.Ili 0� ' s A' Brace Assembly Detail 7Max Horizontal Load 1310 lbs(594 kg) 77506 EE TOLCO FIG. 988 1 0_i 3 2021 a VERSAL SWAY BRACE ATTACHMENT Fastener Information OREGON gPir STEEL PIPE Ito Orientation to Connecting Surface NFPA Type B op �4 A, 10 tioo 4� •� Y L. 0 Fastener r Type Lag-Screw EXPIRnTIONDATE:12/31/2022 f • Ar���' Diameter 5/8in. Length 5-1/2in. TOLCO FIG. 1001 • FAST CLAMP • Maximum Load 525 lbs(238 kg) • * Brace Identification on Plans 3"Lateral#103 Prying Factor N/A Brace Type Lateral[X] Longitudinal [ ] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 30 ft(9.1 m) 30 ft(9.1 m) 7.94 lb/ft(11.82 kg/m) 238 lbs(108 kg) 1.5"(40 mm) Sch. 10 169 ft(51.5 m) 169 ft(51.5 m) 3.04 lb/ft(4.52 kg/m) 514 lbs(233 kg) Subtotal Weight 752 lbs(341 kg) Wp(incl. 15%) 865 lbs(392 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 415 lbs(188 kg) 3" Sch.10 30 Maximum Fpw per 9.3.5.5.2(if applicable) 633 lb(287 kg) fTOLBrace T"Version 8) Use of TOLBrace7"is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Art Rutkin ES Job#24PC0318 15600 SW River Terrace Blvd. Ea� Rewonap Ankles INN!own Brace Identification 3"Lateral#103 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 3" Sch.10 Steel Pipe Spacing of Brace 30 0"(9.14 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 5/Sin. x 5-1/2in. Lag-Screw Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 30 ft(9.1 m) 1.5"Sch.10 Steel Pipe(38.1 mm) 169 ft(51.5 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 415 lbs (188 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 525 lbs (238 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member GLU-LAM BEAM Calculations prepared by Tim Carpenter The description of the Structural Member is for informational purposes only. TOLBrace TM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBracem 8 Visit us el www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE Vancouver,WA 98661 E_T•N 15600 SW River Terrace Blvd. Phone: 360-883-6383 °oNefiv& owWatnvire Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'o"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1" Fig.4L Clamp 2015 lbs(914 kg) 1425 lbs(646 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. "Calculation Based on CONCENTRIC Loading `Please Note:These calculations are for TOLCOT"components only.Use of any Least Rad.of Gyration 0.42"(11 mm) �,x4/���er compone voids these calculations and the listing of the assembly. ,,,� ig. Pmic Brace Assembly Detail L/RValue 200 ��d^:: `•' . v, Max Horizontal Load 1310 lbs (594 kg 77$06 BE r TOLCO FIG. 980-. 10'- 3 Z0Zj UNIBRACE VATTACHMENT 0Oli ORCGON Fastener Information F �v STEEL PIPE .� ✓t N I 0 �p0��C' Orientation to Connecting Surface NFPA Type E P p L. Fastener EXPIRATIONDATE:1 213 1/202 2� o, Type Bolt i LCO FIG. 4L r~ PIPE CLAMP FOR • Diameter 1/2n. (12 mm) SWAY BRACING(-- -rr ----• Length N/A • Maximum Load 2050 lbs(930 kg) i _.____, Oj Brace Identification on Plans 6"Longitudinal#201 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6"(150 mm) Sch. 10 40 ft(12.2 m) 40 ft(12.2 m) 23.03 lb/ft(34.27 kg/m) 921 lbs(418 kg) Subtotal Weight 921 lbs(418 kg) Wp(incl. 15%) 1059 lbs(480 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 508 lbs(231 kg) s" Sch.10 40 Maximum Fpw per 9.3.5.5.2(if applicable) N/A tTOLBrace0"Version 8} Use of TOLBrace" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Art Rutkin ES Job#24PC0318 t 15600 SW River Terrace Blvd. E�� oowonap Buri.,es;I4 ,1omw Brace Identification 6" Longitudinal#201 Brace Type(Per NFPA#13) NFPA Type E Braced Pipe(ft) 6"Sch.10 Steel Pipe Spacing of Brace 40'0"(12.19 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 1/2(12mm)Bolt Length of Fastener N/A Summary of Pipe within Zone of Influence 6"Sch,10 Steel Pipe(152.4 mm) 140 ft(12.2 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 509 lbs(231 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 2050 lbs(930 kg) Fig.4L Clamp 1425 lbs(646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member Angle iron secured to open web joists Calculations prepared by Tim Carpenter The description of the Structural Member is for informational purposes only. TOLBrace"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace"8 Visit us at www.tolco.com TOLBraceTM Seismic Bracing Calculations Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE �-_•� Vancouver,WA 98661 15600 SW River Terrace Blvd. Phone: 360.883-6383 'oue!ioo8 S''eS'WxrawAN Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTN Component Listed Load Adjusted Load Diameter of Brace 1" Fig.4LA Clamp 1000 lbs(454 kg) 707 lbs(321 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. *Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are forTOLCOT"'components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) 0 Atel ��' °4Q rnic Brace Assembly Detail L/R Value 200 of r� j= Max Horizontal Load 1310 lbs(594 kg) ��$�6�E 10-13-2021 ;�„� OREGON Fastener Information f v �� Orientation to Connecting Surface NFPA Type B y L. 0 Fastener EXPIRATION'DATE:1 2/3 1/202 2 Type Lag-Screw ®lPr 4 Diameter 5/8in. ' Q : 1+ Length 5-1/2in. 1 I _ . Maximum Load 525 lbs(238 kg) """ Brace Identification on Plans 4"Longitudinal#202 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw= CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4"(100 mm) Sch. 10 60 ft(18.3 m) 60 ft(18.3 m) 11.78 lb/ft(17.53 kg/m) 707 lbs(321 kg) Subtotal Weight 707 lbs(321 kg) Wp(incl. 15%) 813 lbs(369 kg) Main Size Type/Sch. Spacing(ft) I Total(Fpw) 390 lbs(177 kg) a Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A 4TOLBrace T""Version 8) Use of TOLBrace'"Is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation Art Rutkin ES Job#24PC0318 15600 SW River Terrace Blvd. EI ocumn'ag Ramos:Warkwrm Brace Identification 4" Longitudinal#202 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe(ft) 4"Sch.10 Steel Pipe Spacing of Brace 60'0"(18.29 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 5/8in.x 5-1/2in. Lag-Screw Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 4"Sch.10 Steel Pipe(101.6 mm) 160 ft(18.3 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 390 lbs(177 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 525 lbs (238 kg) Fig.4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member GLU-LAM BEAM Calculations prepared by Tim Carpenter •The description of the Structural Member is for informational purposes only. TOLBraceT"software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBraceT"8 Visit us at www.tolca.com TOLBraceTM Seismic Bracing Calculations Contractor: Cosco Fire Protection Project Address: Art Rutkin ES Address: 2501 SE Columbia Way STE Vancouver,WA 98661 E IT•N 15600 SW River Terrace Blvd. Phone: 360-883-6383 %min8us:,es:ffitt�vrce Tigard, OR 97224 Licence: Job#24PC0318 Calculations based on 2016 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components Maximum Brace Length 7'0"(2.134 m) TOLCOTM Component Listed Load Adjusted Load Diameter of Brace 1 Fig.4LA Clamp 1000 lbs(454 kg) 707 lbs(321 kg) Fig.980 Universal Swivel 2015 lbs(914 kg) 1425 lbs(646 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading 'Please Note:These calculations are for TOLCOT"components only.Use of any other components voids these calculations and the listing of the assembly. Least Rad.of Gyration 0.42"(11 mm) M �� j,� ei Afic Brace Assembly Detail L/R Value 200 gor,_ ' c Max Horizontal Load 1310 lbs(594 kg) - ' 77506LPE r 10-13-2021 "...� _ Fastener Information DRECON ♦o , Orientation to Connecting Surface NFPA Type B �,p ✓q N I0 tioo\, f' L. 0 ""a E Z Fastener Type La Screw EXPIRATION DATE:J2/31/2022 ow 9 Diameter 5/8in. 4 . Q` Length 5-1/2in. 0 i I Maximum Load 525 lbs (238 kg) ' ^' "`"°<M., Brace Identification on Plans 3"Longitudianl#203 Prying Factor N/A Brace Type Lateral[ ] Longitudinal[X] 4-Way[ ] Sprinkler System Load Calculation (Fpw=CpWp) Cp= 0.48 Diameter Type Length Total Length Weight Per Unit Length Total Weight 3"(80 mm) Sch. 10 60 ft(18.3 m) 60 ft(18.3 m) 7.94 lb/ft(11.82 kg/m) 476 lbs(216 kg) Subtotal Weight 476 lbs(216 kg) Wp(incl. 15%) 547 lbs(248 kg) Main Size Type/Sch. Spacing(ft) f Total(Fpw) 263 lbs(119 kg) 3" Sch.10 60 Maximum Fpw per 9.3.5.5.2(if applicable) N/A lTOLBrace'"Version 8} Use of TOLBrace'"is subject to terms and conditions per the end user license agreement • TOLBrace TM Seismic Calculation Art Rutkin ES Job#24PC0318 15600 SW River Terrace Blvd. 9ww thanes;& 1QS Wwici ao Brace Identification 3"Longitudianl#203 Brace Type(Per NFPA#13) NFPA Type B Braced Pipe (ft) 3"Sch.10 Steel Pipe Spacing of Brace 60'0"(18.29 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 5/8in.x 5-1/2in. Lag-Screw Length of Fastener 5-1/2in. Summary of Pipe within Zone of Influence 3"Sch.10 Steel Pipe(76.2 mm) 160 ft(18.3 m) G-Factor Used 0.48 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 263 lbs (119 kg) Material Capacity 1310 lbs(594 kg) Fastener Capacity 525 lbs (238 kg) Fig.4LA Clamp 707 lbs(321 kg) Fig.980 Universal Swivel 1425 lbs(646 kg) Structural Member GLU-LAM BEAM Calculations prepared by Tim Carpenter •The description of the Structural Member is for informational purposes only. TOLBrace TM software calculates the brace assembly only,not the structure it is attached to. Calculated with TOLBrace'"8 Visit us at www.tolco.com