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Specifications (27) Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Supply Analysis Static Residual Flow Available Total Demand Required Pressure Node Name (psi) (psi) @ (gpm) (psi) (gpm) (psi) 16 Water Supply 89.000 86.000 1753.00 88.738 469.38 48.852 Node Analysis Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 16 189'-7 Supply 48.852 219.38 101 227'-3 Sprinkler 11.490 18.98 102 227'-3 Sprinkler 11.605 19.08 103 227'-3 Sprinkler 11.498 18.99 104 222'-10 Sprinkler 12.241 19.59 105 222'-10 Sprinkler 12.242 19.59 106 222'-10 Sprinkler 12.442 19.75 107 222'-10 Sprinkler 12.403 19.72 108 218'-6 Sprinkler 13.850 20.84 109 218'-6 Sprinkler 13.850 20.84 110 218'-6 Sprinkler 14.061 21.00 111 218'-6 Sprinkler 14.045 20.99 1 227'-3 13.961 2 220'-0 17.717 3 222'-8 16.738 4 222'-8 17.147 6 220'-0 18.608 7 217'-4 20.144 8 214'-8 21.769 Lm,©M.E.P.CAD, Inc. oli AutoSPRINK® 12 v12.1.1 5/16/2019 1:04:11 PM Page 3 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 9 203'-9 34.633 10 196'-0 39.032 12 196'-0 39.133 13 194'-6 39.963 14 189'-7 42.144 15 189'-7 42.700 17 227'-3 12.091 18 220'-0 15.514 19 222'-8 14.751 20 231'-7 11.105 21 231'-7 12.645 22 222'-10 15.622 23 217'-4 18.780 24 222'-10 13.341 25 217'-4 16.424 26 218'-6 17.509 27 214'-8 19.910 28 218'-6 15.133 29 214'-8 17.508 30 222'-8 15.184 31 231'-7 11.544 32 231'-7 13.066 33 220'-0 16.513 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.1.1 5/16/2019 1:04:11 PM Page 4 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Node Number Elevation(Foot) Node Type Pressure at Discharge at Notes Node Node (psi) (gpm) 34 227'-3 13.598 35 227'-3 15.256 36 217'-4 17.760 37 222'-10 15.582 38 222'-10 17.509 39 214'-8 18.947 40 218'-6 17.514 41 218'-6 19.844 (fit,©M.E.P.CAD, Inc. +;11AutoSPRINK® 12 v12.1.1 5/16/2019 1:04:11PM Page 5 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this ) gstep Nominal ID Devices (Foot) Fitting/Device(Equivalent Length Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit - applicable,are added directly Node 2 Actual ID Length Total (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf) to(Pf)and shown as a negative value. Route 1'-5 120 11.490 101 227'-3 5.6 18.98 1'/2 (See 14Sprinkler Notes) p 0.007976 102 227'-3 . . 15.32 1.6820 14'-5 0.115 102 227'-3 5.6 19.08 11/2 (See 63'-9 120 11.605 Notes) Sprinkler, 2'-6 1 227'-3 34.40 1.6820 66'-2 0.035606 2.357 - LtE(2'-6) 1 227'-3 1'/2 (See 7'-5 120 13.961 Notes) 9'-11 3.139 2 220'-0 34.40 1.6820 17'-4 0.035606 0.616 P0(9'-11) 2 220'-0 82.71 3 13' 1 120 17.717 Flow(q)from Route 3 -1.158 3 222'-8 117.11 3.2600 0.013683 - 13'-1 0.180 3 222'-8 18.89 3 (See 9'-8 120 16.738 Notes) Flow(q)from Route 2 13'-5 -0.009 4 222'-8 136.00 3.2600 23'-2 0.018044 0.417 2fE(6'-9) 4 222'-8 18.77 3 13'-2 120 17.147 Flow(q)from Route 8 1.161 6 220'-0 154.77 3.2600 0.022919 - 13'-2 0.301 6 220'-0 19.66 3 13'-2 120 18.608 Flow(q)from Route 9 1.161 7 217'-4 174.43 3.2600 0.028594 13'-2 0.375 7 217'4 21.32 3 13'-2 120 20.144 Flow(q)from Route 10 1.161 8 214'-8 195.75 3.2600 0.035393 - 13'-2 0.465 8 214'-8 23.63 3 (See 112'-8 120 21.769 Notes) Flow(q)from Route 11 73'-11 4.710 9 203'-9 219.38 3.2600 0.043700 11fE(6'-9) 186'-7 8.154 9 203'-9 4 (See 7'-3 120 34.633 Notes) 80'-1 3.362 10 196'-0 219.38 4.2600 87'-3 0.011875 1.036 CV(29' 0), BV(15' 10), fE(8'-11),T(26'-4) 0'-6 120 39.032 10 196'-0 4 26'-4 12 196'-0 117.79 4.2600 0.003758 - 26'-10 0.101 y,©M.E.P.CAD, Inc. qa AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1:04.16PM Page 6 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when . Elev 2 Total Flow Equiv. (Foot) Loss Per Unit _ applicable,are added directly Node 2 Actual ID Length Total (psi) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) Friction(Pf) negative value. 12 196-0 101.58 6 (See 37'-10 120 39.133 Notes) Flow(q)from Route 7 64'-1 0.657 13 194'-6 219.38 6.3570 102'-0 0.001690 0.172 3fE(12'-7), Ee2(8'-10), E(17'-7) 13 194'-6 6 (See 12'-0 120 39.963 Notes) 9,-0 2.137 14 189'-7 219.38 6.0650 0.002126 LtE(9'-0) 21'-0 0.045 14 189'-7 6 (See 345'-8 150 42.144 Notes) 57'-0 15 189'-7 219.38 6.0900 0.001379 - EE(10'-9),T(46'-3) 402'-8 0.555 15 189'-7 8 (See 282'-10 150 42.700 Notes) 33'-2 16 189' 7 219.38 7.9800 0.000370 2EE(13'-7), BFP(-6.036), 316'-1 6.153 GV(6'-0), S 250.00 48.852 Hose Allowance At Source 16 469.38 Total(Pt) Route 1 (See 14'-5 120 11.490 Route 2 101 227'-3 5.6 18.98 1'/2 Notes) Sprinkler 103 227'-3 3.66 1.6820 0.000564 14'-5 0.008 103 227'-3 5.6 18.99 11/2 (See 33'-7 120 11.498 Notes) Sprinkler, 2'-6 17 227'-3 22.65 1.6820 0.016430 LtE(2'-6) 36'-1 0.593 17 227'-3 1' (See 7'-5 120 12.091 Notes) 9'-11 3.139 0.016430 - P0(9'-11) 18 220'-0 22.65 1.6820 17'-4 0.284 '/2 13'-1 120 15.514 18 220'-0 79.62 2 Flow(q)from Route 4 -1.158 - 19 222'-8 102.27 2.6350 0.030024 13'-1 0.394 19 222'-8 1' (See 9'-1 120 14.751 P0(9'-11) Notes) g-11 -3.869 20 231'-7 18.89 1.6820 - 0.011751 19'-0 0.223 20 231'-7 11 (See 126'-2 120 11.105 LtE(2' 6) Notes) 4'-11 ' 0.011751 - LtE(2'-6) 21 231'-7 18.89 1.6820 131'-1 1.541 k,©M.E.P.CAD, Inc. iiil AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1:04:16PM Page 7 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Elev 1 Flow added Fittings& Length C Factor Total(Pt) Notes Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent Le th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalF ) (Foot) (Q) (Foot) (Foot) (psi) Friction(Pf)� to Pf and shown as a negative value. • 21 231'-7 11/2 (See 9'-1 120 12.645 Notes) 9.-11 3.869 - 3 222'-8 18.89 1.6820 19.-0 0.011751 0.223 P0(9.-11) 16.738 Total(Pt) Route 2 Route 3'-5 120 12.241 104 222'-10 5.6 19.59 11/2 (See 14Sprinkler Notes) P 105 222'-10 1.10 1.6820 0.000061 14'-5 0.001 105 222'-10 5.6 19.59 1% (See 14'-5 120 12.242 Notes) Sprinkler 106 222'-10 20.70 1.6820 0.013908 - 14'-5 0.201 106 222'-10 5.6 19.75 11/2 (See 63'-9 120 12.442 Notes) Sprinkler, 2'-6 22 222'-10 40.45 1.6820 66.-2 0.048046 3.180 LtE(2' 6) 22 222'-10 11/2 (See 5'-8 120 15.622 Notes) 9.-11 2.409 23 217'-4 40.45 1.6820 15 7 0.048046 0.748 P0(9.-11) 23 217'-4 42.26 3 13.-1 120 18.780 Flow(q)from Route 5 -1.158 2 220'-0 82.71 3.2600 0.007190 13'-1 0.094 17.717 Total(Pt) Route 3 (See14'-5 120 12.241 Route 4 104 222'-10 5.6 19.59 1% Sprinkler Notes) P 107 222'-10 18.49 1.6820 0.011291 14'-5 0.163 107 222'-10 5.6 19.72 11/2 (See 19'-2 120 12.403 Notes) Sprinkler, 2'-6 24 222'-10 38.21 1.6820 21'-8 0.043248 0.938 LtE(2' 6) 24 222'-10 1% (See 5'-8 120 13.341 Notes) 9.-11 2.409 - 25 217'-4 38.21 1.6820 15'-7 0.043248 0.674 P0(9.-11) 25 217'-4 41.41 21/213'-1 120 16.424 Flow(q)from Route 6 -1.158 18 220'-0 79.62 2.6350 0.018895 - 13'-1 0.248 15.514 Total(Pt) Route 4 (t,©M.E.P.CAD, Inc. +11 AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1.04:16PM Page 8 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 (Foot) K-Factor this step Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 (Foot) Actual ID Length Total F (psi) Pf)and shown as a ( ) (Q) to( Friction(Pf)(Foot) (Foot) negative value. . Route 5'-5 120 13.850 108 218.-6 5.6 20.84 1'/z (See 14Sprinkler Notes) - 109 218'-6 0.42 1.6820 0.000010 14'-5 0.000 109 218'-6 5.6 20.84 11/2 (See 14'-5 120 13.850 Notes) Sprinkler 110 218'-6 21.26 1.6820 0.014618 - 14'-5 0.211 110 218'-6 5.6 21.00 1'/z (See 63'-9 120 14.061 Notes) Sprinkler, 2'-6 26 218'-6 42.26 1.6820 66'-2 0.052099 3.448 LtE(2'-6) 26 218'-6 1'/2 (See 3'-11 120 17.509 Notes) 9.-11 1.680 27 214.-8 42.26 1.6820 0.052099 P0(9'-11) 13'-10 0.722 13'-1 120 19.910 27 214.-8 3 -1.158 23 217'4 42.26 3.2600 0.002076 13'-1 0.027 18.780 Total(Pt) Route 5 (See 14'-5 120 13.850 Route 6 108 218.-6 5.6 20.84 1'h Notes) Sprinkler 111 218'-6 20.42 1.6820 0.013568 14'-5 0.196 111 218'-6 5.6 20.99 11/2 (See 19'-2 120 14.045 Notes) Sprinkler, 2'-6 28 218'-6 41.41 1.6820 21.-8 0.050175 1.088 LtE(2' 6) 28 218'-6 1'/z (See 3'-11 120 15.133 Notes) 9.-11 1.680 29 214.-8 41.41 1.6820 0.050175 P0(9'-11) 13'-10 0.695 29 214.-8 2'/z 13'-1 120 17.508 -1.158 25 217'4 41.41 2.6350 0.005637 13'-1 0.074 16.424 Total(Pt) Route 6 10 196'-0 4 (See 0'-0 120 39.032 Route 7 Notes) fE(8'-11), T(26'4) _ 35'-3 12 196'-0 101.58 4.2600 35'-3 0.002858 0.101 T(26'-4) 39.133 Total(Pt) Route 7 k,©M.E.P.CAD, Inc. +1AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1:04:16PM Page 9 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) Node 1 K-Factor this step Nominal ID (Foot) Fitting/Device(Equivalent (Foot) Devices ( ) E uivalent Len th) (q) Fitting Pf Friction Elev(Pe) Fixed Pressure gLosses,when Elev 2 „, Total Flow Equiv. (Foot) Loss Per Unit applicable,are added directly Node 2 Actual ID Length TotalF (Pf) (Foot) (Q) (psi) Friction(Pf) to and shown as a (Foot) (Foot) negative value. 9'-1 120 15.184 Route 8 30 222'-8 83.37 1'/2 PO(9'-11), Flow(q)from Route 9'-11 -3.861 12 31 231'-7 18.77 1.6820 0.011606 19'-0 0.220 31 231'-7 1'/2 Notes) 126'-2 120 11.544 ( ) LtE 2 6 4'-11 32 231'-7 18.77 1.6820 0.011606 LtE(2'-6) 131'-1 1.522 32 231'-7 1'/2 (See 9'-1 120 13.066 Notes) 9'-11 3.861 4 222'-8 18.77 1.6820 19' 0 0.011606 0.220 P0(9'-11) 17.147 Total(Pt) Route 8 13'-2 120 15.184 Route 9 30 222'-8 83.37 21/2 Flow(q)from Route 12 1.161 33 220'-0 64.61 2.6350 0.012837 13'-2 0.168 33 220'-0 1% (See 7'-5 120 16.513 P0(9'-11) Notes) 9'-11 -3.133 34 227'-3 19.66 1.6820 0.012645 17'-3 0.219 34 227'-3 1'h (See 126'-2 120 13.598 Notes) LtE(2'-6) 4'-11 35 227'-3 19.66 1.6820 0.012645 LtE(2'-6) 131'-1 1.658 35 227'-3 11/2 (See 7'-5 120 15.256 Notes) 9'-11 3.133 6 220'-0 19.66 1.6820 17'-3 0.012645 - 0.219 P0(9'-11) 18.608 Total(Pt) Route 9 33 220'-0 2% 13'-2 120 16.513 Route 10 1.161 36 217'-4 44.95 2.6350 0.006561 13'-2 0.086 36 217'-4 11/2 (See 5'-8 120 17.760 P0(9.-11) Notes) 9'-11 -2.406 ' 37 222'-10 21.32 1.6820 0.014694 - 15'-7 0.229 _ 37 222'-10 1% (See 126'-2 120 15.582 Notes) LtE(2'-6) 4'-11 38 222'-10 21.32 1.6820 - 0.014694 LtE(2'-6) 131'-1 1.927 (,©M.E.P.CAD, Inc. all AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1.04:16PM Page 10 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Pipe Information Flow added Length C Factor Notes Elev 1 Fittings& Total(Pt) this step Node 1 (Foot) K-Factor Nominal ID Devices (Foot) Fitting/Device(Equivalent (q) Fitting Length) Pf Friction Elev(Pe) Fixed Pressure Losses,when Elev 2 Total Flow Equiv. (Foot) Loss Per Unit — applicable,are added directly Node 2 Actual ID Length Total Foot (psi) Friction(Pf) to(Pf)and shown as a (Foot) (Q) (Foot) (Foot) negative value. . 38 222'-10 11/2 (See 5'-8 120 17.509 Notes) 9.-11 2.406 7 217'-4 21.32 1.6820 15' 7 0.014694 — 0.229 P0(9.-11) 20.144 Total(Pt) Route 10 36 217'-4 21/2 13'-2 120 17.760 Route 11 1.161 39 214'-8 23.63 2.6350 0.001997 13'-2 0.026 39 214'-8 1'/2 (See 3'-11 120 18.947 Notes) P0(9'-11) 9'-11 -1.679 40 218'-6 23.63 1.6820 0.017771 13'-10 0.246 40 218'-6 11/2 (See 126'-2 120 17.514 Notes) LtE(2'-6) 4'-11 41 218.-6 23.63 1.6820 0.017771 LtE(2'-6) 131'-1 2.330 41 218'-6 11/2 (See 3'-11 120 19.844 Notes) 9.-11 1.679 8 214.-8 23.63 1.6820 0.017771 P0(9'-11) 13'-10 0.246 21.769 Total(Pt) Route 11 19 222'-8 21/2 (See 9'-8 120 14.751 Route 12 Notes) 11'-10 -0.009 30 222'-8 83.37 2.6350 21'-6 0.020576 — 0.442 2fE(5' 11) 15.184 Total(Pt) Route 12 (,©M.E.P.CAD, Inc. In AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1:04.16PM Page 11 Job Name: Vancouver School Remote Area Number: 9 Date: 5/16/2019 Equivalent Pipe Lengths of Valves and Fittings(C=120 only) r---[c Value Multiplier II Actual Inside Diameter4.87 Value Of C 100 130 140 150 =Factor Schedule 40 Steel Pipe Inside Diameter) Multiplying Factor 0.713 1.16 1.33 1.51 Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve - C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22'/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connectic fE 90° FireLock(TM)Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM)Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap ©M.E.P.CAD, Inc. ai?AutoSPRINK®12 v12.1.1.0 9 5/16/2019 1:04:16PM Page 12 • Hydraulic Graph Job Name: Vancouver School N 1.85 Remote Area Number: 9 Date: 5/16/2019 100 Water Supply Summary Sheet 90—Static Pressure 89.000 Node: 16 "---4469.38 @ 88.738' 1753.00 @ 86.000 80 70 60 .N 50--219.38 @ 48.852 - 469.38 with Hose Allowance at Source a 40 =System demand curve 30 20 10 0 milli' 111111111 111111111 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 111111111 111111111 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Flow-gpm �©M.E.P.CAD, Inc. a AutoSPRINK®12 v12.1.1.0 5/16/2019 1:04:06PM Page 2 FOR OFFICE USE ONLY– SITE ADDRESS: This form is recognized by most building departments in the Tri-County area for transmitting information. Please complete this form when submitting information for plan review responses and revisions. This form and the information it provides helps the review process and response to your project. City of Tigard • COMMUNITY DEVELOPMENT DEPARTMENT Transmittal Letter 71 . TIGARD 13125 SW Hall Blvd. • Tigard, Oregon 97223 • 503.718.2439 • www.tigard-or.gov TO: J ivivarter iU j DATE RECEIVED: DEPT: BUILDING DIVISION RECEIVED FROM: Ken Thackery JUL 1 5 2019 CITY OF TIGARD COMPANY: McKinstry Co. BUILDING DIVISION PHONE: (503) 331-0234 By: R.-- RE: 9000 SW Durham Rd. FPS 2018.00179 (Site Address) (Permit Number) Tigard High School Modernization (Project name or subdivision name and lot number) ATTACHED ARE THE FOLLOWING ITEMS: Copies: Description: Copies: Description: X Additional set(s) of plans. Revisions: Cross section(s) and details. , Wall bracing and/or lateral analysis. Floor/roof framing. Basement and retaining walls. Beam calculations. •14 Engineer's calculations. Other(explain): REMARKS: Additional drawings and c iculations for Gymnasium Sis9R.S2FFICE USE ONLY Routed tormit Techniciatr: Date: 2.— ) 7- j Initials. �` Fees Due: Yes 0.14o Fee Description: Amount Due: / (0 - ,.c H r- p1 ,..,, __ \rk ......) $ Li- Special Instructions:` Reprint Permit (per PE): ❑ YesNo ❑ Done Applicant Notified: c.„,4_41._. Date: : ) `,. :: Initials: /1-77, i I:\Building\Forms\TransmittalLetter-Revisions.doc 05/25/2012