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PP - 14380 TUKWILA INTERNATIONAL BLVD - KING COUNTY LIBRARY - PERMITS AND PLANS
14380 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 17-F-020 16-5-076 D13-216 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 Hydraulic Summary Job Number: S15-119 .Soft _ .. ,.. :. .... ... ,... ". .;.-.. Job Number S15-119 Design Engineer Ted Queen Job Name Tukwila Library State Certification/License Number Address 1 14380 International Blvd. AHJ Address 2 Tukwila, WA 98168 Job Site/Building Address 3 Drawing Name Level 02 S15-119 Tukwila Library 1-8in - 24 x 36 T System Remote•Area(s); Most Demanding Sprinkler Data 8 K -Factor 32.00 at 16.000 Occupancy OrdinaryGroupI - South Reading?...EV Job fli � � � I — Ll. (t9I ( c Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area o .p 1 - 1500.00ft2 (Actual 1582.42ft2) Additional Hose Supplies NodeFlow(gpm) Number Of Sprinklers Calculated 7 Coverage Per Sprinkler 256.00ft2 il WASHINGTON CERTIFICATE OF FIRE PROTECTION SPRINKLER Theodore M. Queen 4930-0205-C so eve STATE COMPETENCY SYSTEMS Total Hose Streams 250.00 Level 3 Archer Construction, Inc. ARCHEI*219DR System Flow Demand 235.64 Total Water Required (Including Hose Allowance) 485.64 w ^ ^'� ` Il KV MaximmPressureUnbalancelnLoops pire f 0.000 S anature Data 12la1M6 Maximum Velocity Above Ground 10.24 between nodes 406 and 405 a Maximum Velocity tinder Ground 5.41 between nodes 1 and 100 Volume capady of Wet Pipes 518.68gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required i Safety Margin (psi) (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 67.412 485.64 I 46.858 j 20.554 ontractor Contractor Number 23 Contact Name Contact Title Name of Contractor: Archer Construction Phone Extension Address 1 , FAX 7855 S. 206th St Address 2 Kent, WA 98032 E-mail Address 3 Web -Site 4/18/2016 7:15:52AM Page 1 Hydraulic Graph Job Number: S15-119 Report Description: Ordinary Group I - South Readin Water Supply at Node 1 100 90 80 70 —Static Pressure 69.000 60 • N Q EC' 50 D in N -235.64 a _ 85.64 @ 46.858\ with hose streams 40 30 System demand curve 3100.00 @ 20.000 20 10 J III 111111111111111111111111111111111 1 1111111 111111111 111111111 11111 llll 0—c1111111111 0600 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 69.000 Residual: Pressure 20.000 @ 3100.00 Availede Pressure at Time of Test 67.412 @ 485.64 System demand 46.858 @ 235.64 System demand (Including Hou AAvxance at Source) 46.858 @ 485.64 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 4/18/2016 7:15: age Y9 Summary Of Outflowng Devices Job Number: S15-119 Report Description: Ordinary Group I - South Reading © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 4/18/2016 7:15: age Device ! Actual Flow I Minimum Flow (qpm)(gpm) K -Factor (K) Pressure (psi) r Sprinkler 401 32.00 32.00 8 16.000 Sprinkler 402 32.73 32.00 8 16.737 Sprinkler 403 34.35 32.00 8 18.440 Sprinkler 404 i 32,11 32.00 8 16.109 Sprinkler 405 32.84 32.008 16.854 Sprinkler 406 34.48 32.00 , 8 18.573 1 i Sprinkler 407 , 37.13 32.008 21.543 c> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 4/18/2016 7:15: age Node An Job Number: S15-119 Report Description: Ordinary Group 1- South Reading Node Elevation(Foot) Fittings Pressure(psi) 1 Discharge(gpm) 1 292'-8 S46.858 1 235.64 i 401 ; 313'-3 Spr(-16.000) I I 16.000 32.00 . 402 314'-6'/2 Spr(-16.737) 16.737 32.73 403 315'-101/2 Spr(-18.440) 18.440 34.35 I 404 313'-3 Spr(-16.109) 16.109 32.11 405 j 314'-61/2 Spr(-16.854) 1 16.854 32.84 406 315'-101/2 Spr(-18.573) 18.573 34.48 407 315'-101/2 Spr(-21.543)21.543 1 37.13 100 297'-2 37.728 162 ' 314'-7 fE(9'-11/2) 29.069 i 300 316'-21/2 PO(10'-0) 21.178 301 316'-21A PO(10'-0) 21.329 302 316'-21/2 PO(10'-0) 21.874 303 i 316'-9 T(8'-0) 19.962 3041 316'-9 T(8'-0) 20.106 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 4/18/2016 7:15: age Hydraulic Analysis. Job Number: S15-119 Report Description: Ordinary Group I - South Reading Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GI Route 1 BL 1.3800 32.00 6.86 120 0.081652 16'-0'/z Pf 1.311 Pe -0.574 16'-0'/z Pv 401 402 313'-3 314'-6'/z 32.00 8 16.000 16.737 Sprinkler 1 BL 1.6100 64.73 10.20 120 0.141885 16'-0'/z I 16'-01/2 Pf 2.278 Pe -0.574 Pv 402 403 314'-6'/z 315'-10'/z 32.73 8 16.737 18.440 Sprinkler BL 2.0670 99.08 9.47 120 0.092372 10'-61/2Pf 1.899 I 10'-0 Pe -0.378 20'-6'/z0v 403 303 315'-101/2 316'-9 34.35 8 18.440 19.962 Sprinkler, T(10'-0) RN 2.0670 99.08 9.47 120 0.092372 0'-61/2 ; Pf 0.975 10'-0113e 0.241 10'-61/21Pv 303 300 316-9 316'-2'/z 19.962 21.178 PO(10'-0) CM 3.2600 99.08 3.81 120 0.010043 15'-0 !Pf 0.151 I Pe 15'-0113v 300 301 316-2'/z 316'-2'/z 21.178 21.329 CM 3.2600 198.51 7.63 120 0.036323 15'-0 j Pf 0.545 I Pe 15'-0 !Pv 301 302 316'-2'/z 316-2'/z 99.43 21.329 21.874 Flow (q) from Route 2 CM 3.2600 235.64 9.06 120 0.049883 106'-5 Pf 6.500 23'-11 ! Pe 0.695 130'-4 ,Pv 302 162 316-2'/z 314'-7 37.13 21.874 29.069 Flow (q) from Route 3 2EE(4'-0'/z), fE(6'-8'/z), fE(9'-1'/z) CM 4.2600 235.64 5.30 120 0.013555 26'-1'/z' Pf 1.104 55'-31/2' Pe 7.556 81'-5 'Pv 162 100 314'-7 297-2 29.069 37.728 f(-0.000), BV(15'-91/2), 3E(13'-2) UG 4.2200 235.64 5.41 140 0.010671 73'-9 36-9% 110'-61/2 Pf 7.179 Pe 1.951 Pv 100 1 297'-2 292'-8 37.728 46.858 E(16' -8'/z), 2EE(6'-8'/z), 2GV(3'-4), BFP(-6.000), S 250.00 Hose Allowance At Source 1 485.64 GO Route 2 BL 1.3800 32.11 6.89 120 0.082168 16'-0'/z 16'-0'/z Pf 1.319 Pe -0.574 Pv 404 405 313'-3 314'-6'/z 32.11 8 16.109 16.854 Sprinkler BL 1.6100 64.95 10.24 120 0.142793 16-0% 16-0'/z Pf 2.293 Pe -0.574 Pv 405 406 314'-6'/z 315'-10'/z 32.84 8 16.854 18.573 Sprinkler BL 2.0670 99.43 9.51 120 0.092970 10'-6'/z 10'-0 20'-6'/z Pf 1.912 Pe -0.378 Pv 406 304 315'-10'/z 316-9 34.48 8 18.573 20.106 Sprinkler, T(10'-0) RN 2.0670 99.43 9.51 120 0.092970 0'-6'/z 10'-0 10'-6'/z Pf 0.982 Pe 0.241 Pv 304 301 316-9 316'-2'/z 20.106 21.329 PO(10'-0) 4iii- Route 3 BL 2.0670 37.13 3.55 120 0.015030 10'-6'/z 10'-0 20'-6'/z Pf 0.309 Pe -0.378 Pv 407 305 315'-101/2 316'-9 37.13 8 21.543 21.474 Sprinkler, T(10'-0) RN 2.0670 37.13 3.55 120 0.015030 0'-6'/z 10'-0 10'-6'/z Pf 0.159 Pe 0.241 Pv 305 302 316'-9 316'-2'/z 21.474 21.874 PO(10'-0) Equiv tent Fire Lengths of Valves and Fittings (C t 0 on ... .. ` 11 1 Actual Inside Diameter 487 ) = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 ( Schedule 40 Steel Pipe Inside Diameter �y © M.E.P.CAD, Inc. llAutoSPRINK®12 v12.0.35.0 4/18/2016 7:15:57AM Page 5 Hydrau Analysts Pipe Type Downstream Upstream AO BL CM DN DR DY FM FR MS OR RN SP ST UG Diameter Flow Elevation Pipe Type Legend Job Number: S15-119 Report Description: Ordinary Group I - South Reading Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Units Legend Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Length Pressure Eq. Length (Summary Total Length 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 11'/<° Elbow Ee2 22%0 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PTV 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. AutoSPRINK® 12 v12.0.35.0 4/18/2016 7:15:57AM Page 6 �y ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 Hycrauiic Summary Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Job Job Number I Design Engineer S15-119Ted Queen I Job Name' State Certification/Ucense Number Tukwila Library Address 1 14380 International Blvd. AHJ Address 2 Tukwila, WA 98168 Job Site/Building Address 3 Drawing Name Level 02 S15-119 Tukwila Library 1-8in - 24 x 36 T System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group II - Mechanical Job Suffix .‘i • 4-19- qo Hose Allowance At Source 250.00 Density 0.200gpm/ft2 - -. • • • Ica . 1500.00ft2 (Actual 1578.36ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated Coverage Per Sprinkler 15 130.00ft2 i v WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI"219DR Total Hose Streams 250.00�,(--t 'S n - (4O System Flow Demand Total Water Required (Including Hose Allowance) 410.72 660.72 Signature Date 12/31116 Maximum Pressure Unbalance In Loops 0.000 i - ■ Maximum Velocity Above Ground 15.96 between nodes 711 and 810 Maximum Velocity Under Ground 9.42 between nodes 1 and 100 Volume capacity of Wet Pipes 518.68ga1 Volume capaoty of Dry Pipes Suppliers Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 _ 66.193 ! 660.72 53.802 12.391 ontr-c, Contractor Number Contact Name 23 Contact Title Name of Contractor: Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail Address 3 Web -Site 4/18/2016 7:59:55AM Page 1 Hydraulic Graph Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Water Supply at Node 1 100 90 80 70 —Static Pressure 69.000 60 -`410.72 n. - 660 @ 53.802` 72 with hose streams 50 rn to E a 40 System demand curve 30 3100.00 @ 20.000 20 10 1111111 II 1111 1111 1 111111111 111111111 1 1111111 1 11 1 1 1111 1 11111111 I I I I I I I I I 0 IIIIIIII ii00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 69.000 Residual: Pressure 20.000 @ 3100.00 Available Pressure at Time of Test 66.193 @ 660.72 System Demand 53.802 @ 410.72 System Demand (Inclrralrq Haw AMeeence et Sauce) 53.802 @ 660.72 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 Sum 0f Dutflowing Devices. Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Actual Flow Device I (gpm) Minimum Flow ! K -Factor Pressure (gpm) (K) (psi) Sprinkler 801 19.86 19.50 5.6 12.574 Sprinkler 802 20.12 19.50 5.6 12.910 Sprinkler 803 i 21.33 19.50 5.6 14.512 Sprinkler 804 26.32 16.00 5.6 j 22.089 Sprinkler 805 i 26.09 26.00 5.6 21.700 Sprinkler 806 26.86 26.00 5.6 23.008 Sprinkler 807 34.36 26.008 18.446 Sprinkler 808 37.83 26.00 8 22.356 Sprinkler 809 35.41 26.00 8 19.596 Sprinkler 810 38.99 26.00 8 23.756 Sprinkler 811 27.96 26.00 5.6 24.921 Sprinkler 812 19.50 19.50 5.6 1 12.125 Sprinkler 813 19.86 19.50 5.6 12.583 I Sprinkler 814 27.00 16.00 5.6 23.241 Sprinkler 815 , 29.23 26.00 5.6 27.246 Most Demanding Sprinkler Data ,+, © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 4/18/2016 7:59:58AM age Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Node Elevation(Foot) Fittings 1 Pressure(psi) Discharge(gpm) ' 1 292'-8 S 53.802 ; 410.72 801 312'-5 Spr(-12.574) 12.574 19.86 1 802 313'-1 ; Spr(-12.910) 12.910 20.12 • 803 313'-7 1 Spr(-14.512) 14.512 21.33 804 314'-3 Spr(-22.089) 22.089 i 26.32 , 805 314'-6'/2 Spr(-21.700) 21.700 26.09 806 315'-8 Spr(-23.008) 23.008 26.86 807 314'-6'/2 Spr(-18.446) 18.446 1 34.36 808 315'-7 ; Spr(-22.356) 22.356 37.83 809 315'-0'/2 Spr(-19.596) 19.596 35.41 ' 810 1 316'-1 Spr(-23.756) 23.756 1 38.99 811 ! 317'-51/2 Spr(-24.921) 24.921 27.96 812 . 312'-5'/2 Spr(-12.125) 12.125 19.50 813 313'-3 Spr(-12.583) 12.583 19.86 814 314'-3 Spr(-23.241) 23.241 27.00 815 314'-6'/2 Spr(-27.246) 27.246 29.23 100 297'-2 42.554 116 313'-51/2 PO(20'-2) 32.451 162 314'-7 fE(9'-1'/2) 31.929 702 313'-5'/2 P0(8'-0)32.301 704 313'-6'/2 T(5'-0) 29.263 706 313'-81/2 T(5'-0) 13.381 708 313'-101/2 T(5'-0) 13.036 711 316'-41/2 P0(6'-0) 27.419 712 316'-41/2 PO(6'-0) 27.340 713 316'-6 P0(6'-0) 26.874 714 316'-7'/2 PO(10'-0) 26.622 797 313'-7 T(5'-0) 25.961 798 314'-3 T(5'-0) 1 15.439 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 Hydraulic Analysis Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Pipe Type Diameter Flow Velocity HWC Friction Loss ;Length Pressure 'Eq. Length Summary Total Length Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a Route 1 DR 1.0490 19.50 7.24 120 0.124177 10'-31/2 Pf 1.525 812 312'-51/2 19.50 5.6 12.125 Sprinkler, 2'-01Pe -0.615 708 313'-101/2 13.036 E(2'-0) 12'-31/2 Pv BL 1.3800 39.36 8.44 120 0.119780 18'-5 'Pt 2.565 708 313'-101/2 19.86 13.036 Flow (q) from Route 3 3'-0 ADe -0.162 798 314'-3 15.439 E(3'-0) 21'-5 Pv BL 1.6100 60.70 9.57 120 0.125971 5'-91/2 1 Pf 0.731 798 314'-3 21.33 15.439 Flow (q) from Route 5 Pe 0.005 799 314'-3 16.174 5'-91/2 Pv BL 2.0670 100.68 9.63 120 0.095139 24'-4 Pf 5.645 799 314'-3 39.98 16.174 Flow (q) from Route 2 35'-0 Pe -0.119 805 314'-61/2 21.700 5E(5'-0), T(10'-0) 59'-4 Pv BL 2.0670 126.76 12.12 120 0.145706 12'-31/2 Pf 1.792 805 314'-61/2 26.09 5.6 21.700 Sprinkler Pe -0.485 806 315'-8 23.008 12'-31/2 Pv BL 2.0670 153.62 14.69 120 0.207918 4'-5 Pf 4.033 806 315'-8 26.86 5.6 23.008 Sprinkler, 15'-0 Pe -0.419 714 316'-71/2 26.622 E(5'-0), PO(10'-0) 19'-5 Pv CM 3.2600 153.62 5.90 120 0.022606 9'-1 Pf 0.205 714 316'-71/2 26.622 Pe 0.047 713 316'-6 26.874 9'-1 Pv CM 3.2600 225.81 8.68 120 0.046100 9'-01/2 Pf 0.417 713 316-6 72.18 26.874 Flow (q) from Route 8 Pe 0.048 712 316-41/2 27.340 9'-01/2 Pv CM 3.2600 253.76 9.75 120 0.057211 1'-31/2 Pf 0.073 712 316'-41/2 27.96 27.340 Flow (q) from Route 6 Pe 0.006 711 316'-41/2 27.419 1'-31/2 Pv CM 3.2600 328.17 12.61 120 0.092059 24'-9 Pf 3.736 711 316'-41/2 74.41 27.419 Flow (q) from Route 9 15'-10 Pe 0.774 162 314'-7 31.929 fE(6'-81/2), fE(9'-11/2) 40'-7 Pv CM 4.2600 328.17 7.39 120 0.025016 1'-11/2 Pf 0.028 162 314'-7 31.929 Pe 0.493 116 313'-51/2 32.451 1'-11/2 Pv CM 4.2600 410.72 9.25 120 0.037886 24'-111/2 Pf 3.042 116 313'-51A 82.55 32.451 Flow (q) from Route 7 55'-31/2 Pe 7.062 100 297'-2 42.554 f(-0.000), BV(15'-91/2), 3E(13'-2) 80'-31/2 Pv UG 4.2200 410.72 9.42 140 0.029825 73'-9 Pf 9.296 100 297'-2 42.554 36'-91/2 Pe 1.951 1 292'-8 53.802 E(16'-81/2), 2EE(6'-81/2), 2GV(3'-4), BFP(-6.000), S 110'-61A Pv 250.00 Hose Allowance At Source 1 660.72 GI Route 2 DR 1.0490 19.86 7.37 120 0.128422 8'-7 Pf 1.362 801 312'-5 19.86 5.6 12.574 Sprinkler, 2'-0 Pe -0.555 706 313'-81/2 13.381 E(2'-0) 10'-7 Pv BL 1.3800 39.98 8.58 120 0.123261 12'-71/2 Pf 3.035 706 313'-81/2 20.12 13.381 Flow (q) from Route 4 12'-0 Pe -0.242 799 314'-3 16.174 2E(3'-0), T(6-0) 24'-71/2 Pv Route 3 DR 1.0490 19.86 7.37 120 0.128503 0'-71/2 Pf 0.723 813 313'-3 19.86 5.6 12.583 Sprinkler, 5-0 Pe -0.269 708 313'-101/2 13.036 T(5'-0) 5'-71/2 Pv v Route 4 DR 1.0490 20.12 7.47 120 0.131594 0'-71/2 Pf 0.740 802 313'-1 20.12 5.6 12.910 Sprinkler, 5'-0 Pe -0.269 706 313'-81/2 13.381 T(5'-0) 5'-71/2 Pv ii, Route 5 DR 1.0490 21.33 7.92 120 0.146627 1'-4 Pf 1.222 803 313'-7 21.33 5.6 14.512 Sprinkler, 7'-0 Pe -0.295 798 314'-3 15.439 E(2'-0), T(5'-0) 8'-4 Pv iiii Route 6 BL 1.3800 27.96 6.00 120 0.063593 9'-101/2 Pf 1.964 811 317'-51/2 27.96 5.6 24.921 Sprinkler, 21'-0 Pe 0.456 712 316'-4% 27.340 3E(3'-0), T(6-0), PO(6'-0) 30'-101/2 Pv op Route 7 SP 1.0490 29.23 10.85 120 0.262593 1'-0 Pf 1.579 815 314'-61/2 29.23 5.6 27.246 Sprinkler, 5'-0 Pe 0.439 704 313'-61/2 29.263 T(5'-0) 6'-0 Pv ©M.E.P.CAD, Inc. jAutoSPRINK® 12 v12.0.35.0 4/18/2016 8:00:OOAM Page 5 411 Hydraulic Analysis Job Number: S15-119 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure I Eq. Length ,Summary Total Length Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings BL 1.6100 82.55 13.01 120 0.222491 5'-6 8'-0 I 13'-6 , • Pf 3.005 Pe 0.033 Pv 704 313'-61/2 53.32 29.263 702 313'-51/2 • 32.301 Flow (q) from Route 10 PO(8'-0) BL 3.2600 82.55 3.17 120 0.007164 0'-9 20'-11 Pf 0.150 Pe -0.000 Pv 702 313'-5'/2 32.30120'-2 116 313'-51/2 32.451 PO(20'-2) v Route 8 BL 1.0490 34.36 12.76 120 0.354124 12'-3'h,Pf 4.353 Pe -0.443 12'-31/2 Pv 807 314'-61/2 34.36 8 18.446 808 315'-7 22.356 Sprinkler BL 1.3800 72.18 15.48 120 0.367759 4'-41/2 1 Pf 4.924 9'-0 Pe -0.406 13'-41/2,Pv 808 315'-7 37.83 8 22.356 713 316'-6 26.874 Sprinkler, E(3'-0), PO(6'-0) 4ai► Route 9 BL 1.0490 35.41 13.15 120 0.374503 I12'-31/2 12'-31/2 Pf 4.603 Pe -0.443 Pv 809 315-01/2 35.41 8 19.596 810 316'-1 23.756 Sprinkler BL 1.3800 74.41 15.96 120 0.388976 3'-9 6'-0 9'-9 Pf 3.799 Pe -0.136 Pv 810 316'-1 38.99 8 23.756 711 316'-41/2 27.419 Sprinkler, PO(6'-0) = Route 10 BL 1.0490 26.32 9.77 120 0.216265 12'-7 4'-0 16'-7 Pf 3.589 Pe 0.283 Pv 804 314'-3 26.32 5.6 22.089 797 313'-7 25.961 Sprinkler, 2E(2'-0) BL 1.3800 53.32 11.44 120 0.209961 12'-7% 3'-0 15'-71/2 Pf 3.283 Pe 0.020 Pv 797 313'-7 27.00 25.961 704 313'-61/2 29.263 Flow (q) from Route 11 E(3'-0) +i Route 11 BL 1.0490 27.00 10.02 120 0.226683 3'-9 I Pf 2.436 7'-0 I Pe 0.283 10'-9 !Pv 814 314'-3 27.00 5.6 23.241 797 313'-7 25.961 Sprinkler, E(2'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=12aonto 1 C Vatue:M iWptier Actual Inside Diameter Value Of C Multiplying Factor 100 0.713 130 140 150 1.16 1.33 1.51 )4.87 Schedule 40 Steel Pipe Inside Diameter = Factor © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 4/18/2016 8:00:OOAM Page 6 Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Pipe Type Legend Flow Job Number: S15-119 Report Description: Ordinary Group II - Mechanical Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Units Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe Length Pressure Eq. Length !Summary Total Length Finings 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 11'/<° Elbow Ee2 221/2° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve 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 Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap *JO M.E.P.CAD, Inc. jfiAutoSPRINK®12 v12.0.35.0 4/18/2016 8:00:OOAM Page 7 I 19 Job Number: S15-119 Report Description: Ordinary Group I - Break Room Job Job Number S15-119 Design Engineer Ted Queen Job Name: Tukwila Library State CeNfication/License Number Address 1 14380 International Blvd. AHJ Address 2 i Tukwila, WA 98168 Job Site/Building Address 3 Drawing Name Level 01 S15-119 Tukwila Library 1-8in - 24 x 36 T System Retrtcate. Ares(s) Most Demanding Sprinkler Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I - Break Room Job Suffix Hose Allowance At Source 250.00 Density 0.15ogpm/ft2 Area of Application 903.00ft2 (Actual 934.04ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 14 Coverage Per Sprinkler 100.00ft2 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI" 19DR 1-4- / -- 1 1 Total Hose Streams 250.00 System Flow Demand 328.85 Total Water Required (Including Hose Allowance) 578.85 Expires Signature Date 12/31/15 k a Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 12.64 between nodes 116 and 512 Maximum Velocity Under Ground 7.54 between nodes 1 and 100 Volume capacity of Wet Pipes 178.32ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) °e (gpm) Available Total Demand (psi) - (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 66.803 578.85 47.338 19.464 \.1tIs.'nC�t.•., /�,ji� ..fuze ;0i.$-'. red„,�2,`ae .. .��'Yu., .... ..�..�`sa......i. .�t,��.�a�..,a-`qti....'. �'ii•, Contractor Number 23 Contact Name Contact Title Name of Contractor: Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail Address 3 Web -Site © M.E.P.CAD, Inc. 49 AutoSPRINK® 12 v12.0.35.0 12/2/2015 7:53:59AM Page 1 Hydrau Gra Job Number: S15-119 Report Description: Ordinary Group I - Break Room Water Supply at Node 1 100 90 80 70 —Static Pressure 69.000 60 a 2-1 50 N328.85 12 a 578.85 @ 47.338t with hose streams 40 1 30 - System demand curve 3100.00 @ 20.000 20 10 3 llllllfll 111111111 I II11_I 111 I_I 1 I LL_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 0-OWllllllll 0600 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static: Pressure 69.000 Residual: Pressure 20.000 @ 3100.00 Available Pressure at Time of Test 66.803 @ 578.85 System Deman 47.338 © 328.85 System Oerwnd (Including Haw Allavence at Sauce) 47.338 @ 578.85 (y © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 12/2/2015 7:54:01AM Page 2 t Sui"1"ti a Of (}111ifi1i :, Job Number: S15-119 Report Description: Ordinary Group I - Break Room Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 601 23.56 19.50 5.6 17.693 Sprinkler 602 23.39 19.50 5.6 17.441 Sprinkler 603 24.26 19.50 5.6 18.774 Sprinkler 604 20.85 19.50 5.6 13.856 Sprinkler 605 22.93 19.50 5.6 16.769 Sprinkler 606 23.09 14.82 5.6 17.004 Sprinkler 607 24.50 19.50 1 5.6 19.141 r Sprinkler 608 19.50 19.50 5.6 12.125 Sprinkler 609 19.68 19.50 5.6 12.347 Sprinkler 610 19.84 19.50 5.6 12.549 Sprinkler 611 28.05 19.50 5.6 25.095 Sprinkler 612 30.28 30.00 11.2 7.308 Sprinkler 613 27.85 19.50 5.6 24.733 Sprinkler 614 21.08 19.50 5.6 14.166 c> Most Demanding Sprinkler Data �h © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 12/2/2015 7:54:02AM Page 3 kN� Job Number: S15-119 Report Description: Ordinary Group 1- Break Room Node Elevation(Foot) Fittings Pressure(psi) 1 Discharge(gpm) 1 292'-8 S 47.338 328.85 601 304'-8Yz Spr(-17.693) 17.693 23.56 602 304'-8Yz Spr(-17.441) 17.441 23.39 603 304'-81/2 Spr(-18.774) 18.774 24.26 604 304'-81/2 Spr(-13.856), fd(73'-5) 13.856 20.85 605 304'-81/2 Spr(-16.769) 16.769 22.93 606 305'-71/2 Spr(-17.004) 17.004 23.09 607 304'-81/2 Spr(-19.141) 19.141 24.50 608 304'-81/2 Spr(-12.125), fd(73'-5) 12.125 19.50 609 304'-81/2 Spr(-12.347), fd(73'-5) 12.347 19.68 610 304'-81/2 Spr(-12.549), fd(73'-5) 12.549 19.84 611 304'-81/2 Spr(-25.095) 25.095 28.05 612 304'-8Yz Spr(-7.308), fd(64'-4) 7.308 30.28 613 304'-81/2 Spr(-24.733) 24.733 27.85 614 304'-81/2 Spr(-14.166), fd(73'-5) 14.166 21.08 100 297'-2 37.202 116 313'-51/2 PO(20'-2) 28.451 500 305'-7'Y P0(5'-0) 24.476 501 305-71/2 P0(8'-0) 24.478 502 305-71/2 PO(10'-0) 24.563 503 305'-71/2 PO(5'-0) 25.414 504 305-71/2 T(5'-0) 22.561 505 305-7Yz T(5'-0) 21.883 506 305-7Yz T(5'-0) 21.852 507 305'-71/2 P0(5'-0) 25.756 508 305-7% T(5'-0) 20.717 509 305'-71/2 T(5'-0) 20.076 510 305'-7Yz PO(5'-0) 26.341 511 305-71/2 T(5-0) 19.251 512 305'-7Yz PO(_20'-2) 28.255 513 305-7Yz PO(5'-0) 28.233 _ (�y © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 :54: ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 12/2/2015 7:54:04AM Page 5 ,Hydraulic ntal s . 1 Job Number: S15-119 Report Description: Ordinary Group I - Break Room Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Route 1 BL 1.0490 19.50 7.24 120 0.124177 3'-4'h' Pf 10.155 608 , 304'-812 19.50 5.6 12.125 Sprinkler, 505 305'-712 21.883 T(5'-0), fd(73'-5) 78'-5 81'-91/2 Pe -0.397 Pv BL 2.0670 109.70 10.49 120 0.111516 6-1 Pf 0.678 505 305'-712 90.20 21.883 Flow (q) from Route 3 504 305'-712 22.561 6-1 ; Pe Pv BL 2.0670 129.54 12.39 120 0.151665 3'-212 'Pf 2.002 504 305-712 19.84 22.561 Flow (q) from Route 4 502 305-71/2 24.563 P0(10'-0) 10'-0 13'-2/ Pe Pv BL 3.2600 221.59 8.52 120 0.044520 12'-4Y2 Pf 0.851 Pe Pv 502 305'-7Y2 92.05 24.563 Flow (q) from Route 5 503 305'-71/2 25.414 fE(6'-8Y2) 6'-81/2 19'-112 BL 3.2600 242.67 9.33 120 0.052669 6'-6 Pf 0.342 Pe Pv 503 305'-71/2 21.08 25.414 Flow (q) from Route 6 507 305'-71/2 25.756 . 6'-6 BL 3.2600 270.52 10.40 120 0.064394 9'-1 Pf 0.584 Pe Pv 507 305'-712 27.85 25.756 Flow (q) from Route 13 510 305'-712 26.341 9'-1 BL 3.2600 300.79 11.56 120 0.078358 4'-3 Pf 1.914 Pe Pv 510 305'-712 30.28 26.341 Flow (q) from Route 2 512 305'-7% 28.255 PO(20'-2) 20'-2 24'-5 BL 3.2600 328.85 12.64 120 0.092411 9'-3% Pf 3.591 Pe -3.395 Pv 512 305'-712 28.05 28.255 Flow (q) from Route 14 116 313'-512 28.451 E(9'-5), P0(20'-2) 29'-7 38'-1012 CM 4.2600 328.85 7.40 120 0.025111 24'-712 Pf 1.689 Pe 7.062 Pv 116 313'-5% 28.451 100 297'-2 37.202 BV(15-912), 3fE(8'-1112) 42'-712 67-312 UG 4.2200 328.85 7.54 140 0.019768 73'-9 Pf 8.185 Pe 1.951 Pv 100 297'-2 37.202 1 292'-8 47.338 E(16'-81/2), 2EE(6'-812), 2GV(3'-4), BFP(-6.000), S 36'-912 110'-6% 250.00 Hose Allowance At Source 1 578.85 a Route 2 DY 1.0490 30.28 11.24 120 0.280245 0'-0 69'-4 69'-4 Pf 19,430 Pe -0.397 Pv 612 304'-8% 30.28 11.2 7.308 Sprinkler, 510 305'-712 26.341 PO(5'-0), fd(64'-4) v Route 3 DY 1.0490 19.68 7.30 120 0.126276 0'-0 78'-5 78'-5 Pf 9.902 Pe -0.397 Pv 609 304'-812 19.68 5.6 12.347 Sprinkler, 506 305-7% 21.852 T(5'-0), fd(73'-5) BL 2.0670 90.20 8.62 120 0.077641 0'-5 0'-5 Pf 0.031 Pe Pv 506 305'-712 70.52 21.852 Flow (q) from Route 7 505 305'-712 21.883 GP Route 4 BL 1.0490 19.84 7.36 120 0.128182 0'-91/2 80'-5 81'-212 Pf 10.410 Pe -0.397 Pv 610 304'-8% 19.84 5.6 12.549 Sprinkler, 504 305-7% 22.561 E(2'-0), T(5'-0), fd(73'-5) v Route 5 DY 1.0490 20.85 7.74 120 0.140490 0'-0 78'-5 78'-5 Pf 11.017 Pe -0.397 Pv 604 304'-8Y2 20.85 5.6 13.856 Sprinkler, 500 305'-712 24.476 PO(5'-0), fd(73'-5) BL 3.2600 20.85 0.80 120 0.000562 5'-0 5-0 Pf 0.003 Pe Pv 500 305-712 24.476 501 305-712 24.478 BL 3.2600 92.05 3.54 120 0.008765 9'-812 9'-812 Pf 0.085 Pe Pv 501 305'-712 71.21 24.478 Flow (q) from Route 8 502 305'-7% 24.563 v . Route 6 BL 1.0490 21.08 7.82 120 0.143393 0'-912 80'-5 81'-2% Pf 11.645 Pe -0.397 Pv 614 304'-812 21.08 5.6 14.166 Sprinkler, 503 305'-712 25.414 E(2'-0), PO(5'-0), fd(73'-5) ao Route 7 BL 1.0490 22.93 8.51 120 0.167605 6-1012 9'-0 15'-10% Pf 2.660 Pe -0.392 Pv 605 304'-8% 22.93 5.6 16.769 Sprinkler, 514 305-71/2 19.037 2E(2'-0), T(5'-0) BL 1.3800 46.02 9.87 120 0.159940 10'-6 10'-6 Pf 1.680 Pe Pv 514 305-712 23.09 19.037 Flow (q) from Route 12 508 305-712 20.717 ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 12/2/2015 7:54:04AM Page 5 1 Job Number: S15-119 Report Description: Ordinary Group I - Break Room Pipe Type Diameter Flow Velocity HWC Friction Loss Length {Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length !Summary Total Length 1 BL 1.6100 70.52 11.11 120 0.166278 6'-10 Pf 1.135 508 305'-7Y2 24.50 20.717 Flow (q) from Route 11Pe 506 305'-71/2 21.852 6'-10 IPv a Route 8 BL 1.0490 23.39 8.68 120 0.173809 1 5'-8 Pf 2.202 602 304'-8% 23.39 5.6 17.441 Sprinkler, 1 511 305-71/2 19.251 E(2'-0), T(5'-0) '; 7'-0 12'-8 Pe -0.392 Pv BL 1.3800 46.94 10.07 120 0.165894 4'-111/2 Pf 0.825 511 305-71/2 23.56 19.251 Flow (q) from Route 9 509 305'-7' 20.076 4'-111/2 Pe Pv BL 1.6100 71.21 11.22 120 0.169265 18'-0 I Pf 4.402 509 305-71/2 24.26 20.076 Flow (q) from Route 10 501 305'-71/2 24.478 P0(8'-0) 8'-0 26'-0 Pe Pv a Route 9 BL 1.0490 23.56 8.74 120 0.176131 7'-1 4'-0 11'-1 Pf 1.950 Pe -0.392 Pv 601 304'-81/2 23.56 5.6 17.693 Sprinkler, 511 305'-71/2 19.251 2E(2'-0) Route 10 BL 1.0490 24.26 9.01 120 0.186063 2'-11/2 Pf 1.694 Pe -0.392 Pv 603 304'-81/2 24.26 5.6 18.774 Sprinkler, 509 305'-71/2 20.076 E(2'-0), T(5'-0) 7'-0 i 9'-1V2 e Route 11 BL 1.0490 24.50 9.10 120 0.189428 3'-41/2 7'-0 10'-41/2 Pf 1.968 Pe -0.392 Pv 607 304'-81/2 24.50 5.6 19.141 Sprinkler, 508 305'-7V2 20.717 E(2-0), T(5-0) illP Route 12 BL 1.0490 23.09 8.57 120 0.169776 Pf 2.033 Pe Pv 606 305'-712 23.09 5.6 17.004 Sprinkler, 514 305'-7%2 19.037 E(2'-0), T(5'-0) 14'-111/2 7'-0 I 11-111/2 v Route 13 BL 1.0490 27.85 10.34 120 0.240109 i 0'-11 Pf 1.421 Pe -0.397 Pv 613 304'-8% 27.85 5.6 24.733 Sprinkler, 507 305-71/2 25.756 P0(5'-0) 5'-0 5-11 0 Route 14 BL 1.0490 28.05 10.41 120 0.243357 5-6 9'-0 14'-6 Pf 3.530 Pe -0.392 Pv 611 304'-8%2 28.05 5.6 25.095 Sprinkler, 513 305'-7% 28.233 2E(2'-0), PO(5'-0) BL 3.2600 28.05 1.08 120 0.000973 2'-41/2 20'-2 22'-61/2 Pf 0.022 Pe Pv 513 305-712 28.233 512 305-7% 28.255 P0(20'-2) t Ill>Utt �NY i3f? �� '�$ �r Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 r Actual Inside Diameter l4.87 = Factor \ Schedule 40 Steel Pipe Inside Diameter / (,,, ©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 12/2/2015 7:54:04AM Page 6 Job Number: S15-119 Report Description: Ordinary Group I - Break Room Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Pipe Type Legend Units Legend Length Eq. Length ,Total Length Pressure Summary Fittings, Legend' AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 111/<° Elbow 221/z° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap ©M.E.P.CAD, Inc. iiAutoSPRINK®12 v12.0.35.0 12/2/2015 7:54:04AM Page 7 Hydrait C` Job Number: S15-119 ort Description: Ordinary Group I - Meeting Room Job Job Num berDesign Engineer S15-119 I Ted Queen Job Name: Tukwila Library State Certification/License Number Address 1 14380 International Blvd. AHJ Address 2 Job Site/Building Tukwila; WA 98168 Address 3 Drawing Name Level 01 S15-119 Tukwila Library 1-8in - 24 x 36 T ysterb Remote Atee(s , Most Demanding Sprinkler Data 11.2 K -Factor 30.00 at 7.175 Occupancy Ordinary Group I - Meeting Room Job Suffix Hose Allowance Al Source 250.00 Density 0.150gpm/ft2 Area of Application 1001.00ft2 (Actual 1093.64ft2) Additional Hose Supdies Node Flow(gpml Number Of Sprinklers Calculated 9 Coverage Per Sprinkler 196.00ft2 WASHINGTON STATE 9 CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. Total Hose Streams 250.00 A � *29q� ti...Z -t System Flaw Demand Total Water Required (Including Hose Allowance) �.(�C—� Expires 274.37 524.37 Signature Date 12/31/15 Maximum Pressure Unbalance In Loops 0.000 a w wwtrAwrtmwaam■ wee Nowimwla Maximum Velocity Above Ground 16.14 between nodes 113 and 110 Maximum Velocity Under Ground 6.29 between nodes 1 and 100 Volume capacity of Wet Pipes 158.46ga1 Volume capacity of Dry Pipes $uppt= Node . Name Hose Flow (gpm) Static (psi) Residual,,,Flow (psi) (gpm) Available Total Demand (psi) @�gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 67.170 524.37 53.975 13.195 Contractor Number 23 Contact Name Contact Tide Name of Contractor. Archer Construction Phone Extension Address 1 7855 S. 206th St FAX Address 2 Kent, WA 98032 E-mail Address 3 Web -Site ©M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 11/20/2015 8:20:18AM Page 1 © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 I4ydraulic Gr y Job Number: S15-119 Report Description: Ordinary Group I - Meeting Room Water Supply at Node 1 100 90 80 70 —Static Pressure 69.000 60 :274.37 o. 524.37 @ 53.975 x with hose streams E 50 In a to d 40 -System 3. demand curve 30 A = 3100.00 @ 20.000 20 10 -rmiiiiiii1111111111 1 1 1 1 11 1 1 1 1 I I I 1 1 I I1 1.1 11.1 1 1 1 1 1 1 1 1 1 1 1 I I I I I 1 I I I 1 1 1 I I I A 1600 0 '600 1200 1 1 1 1 1 1 1 1 1 _I 2400 3600 4800 5400 1800 3000 4200 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Static Pressure 69.000 Residual: Pressure 20.000 @ 3100.00 Available Pressure at Time of Test 67.170 @ 524.37 System Demand 53.975 @ 274.37 System Demand anducling Hose HaemeM Some) 53.975 @ 524.37 © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 illOU Job Number: S15-119 Report Description: Ordinary Group I - Meeting Room # oW [ig V S Actual Flow Device j (gpm) Minimum Flow i K -Factor (gpm) (K) Pressure (psi) 1 Sprinkler 201 , 30.02 30.00 11.2 7.186 c> Sprinkler 202 30.00 30.00 j 11.2 7.175 Sprinkler 203 18.32 14.82 5.6 10.705 Sprinkler 204 18.21 14.82 5.6 10.570 Sprinkler 205 33.25 30.00 11.2 8.812 Sprinkler 206 35.67 30.00 11.2 10.141 Sprinkler 207 36.83 30.00 11.2 10.814 Sprinkler 208 36.84 30.00 11.2 10.822 Sprinkler 209 35.23 30.00 11.2 9.895 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 11/20/2015 8:20:20AM Page 3 Job Number: S15-119 Report Description: Ordinary Group I - Meetin Room Node Elevation(Foot) j Fittings Pressure(psi) Discharge(gpm) 1 292'-8 S 53.975 274.37 201 309'-0'/2 Spr(-7.186) 7.186 30.02 202 309'-0/2 , Spr(-7.175) 7.175 30.00 203 309'-01/2 I Spr(-10.705) 10.705 18.32 204 309'-7 Spr(-10.570) 10.570 18.21 , 205 309'-0/2 Spr(-8.812) 8.812 ! 33.25 206 I 309'-01/2 Spr(-10.141) 10.141 35.67 207 ; 309'-0/2 Spr(-10.814) 10.814 36.83 I 208 1 309'-0/2 Spr(-10.822) 10.822 36.84 209 309'-0/2 Spr(-9.895) 9.895 35.23 40 310'-1 P0(6'-0) 11.714 , 70 310'-1 E(2'-0) 10.473 100 297'-2 44.461 101 310'-1 P0(5'-0) 11.347 102 310'-1 P0(8'-0) 11.349 103 310'-1 T(5'-0) 9.274 104 310'-1 E(2'-0) 8.462 105 310'-1 P0(5'-0) 11.428 106 310'-1 E(2'-0) 13.263 108 310'-1 P0(6'-0) 12.098 109 310'-1 P0(6'-0) 12.917 110 310'-1 P0(6'-0) 14.083 111 310'-1 E(2'-0) 11.588 112 310'-1 E(2'-0) 10.845 113 310'-1 27.643 114 310'-1 E(2'-0) 12.636 [y©M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 11/20/2015 8:20:21AM Page 4 Pipe Type Diameter Flow Job Number: S15-119 Report Description: Ordinary Group I - Meeting Room Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream GO Route 1 BL 1.0490 Length !Pressure Eq. Length Summary Total Length 30.00 11.14 120 202 309'-0% 30.00 103 310'-1 BL 1.6100 60.02 103 310'-1 30.02 102 310'-1 BL 102 2.6350 78.35 0.275519 2'-3 Pf 2.544 11.2 7.175 Sprinkler, T-0 Pe -0.445 9.274 E(2'-0), T(5'-0) 9'-3 Pv 9.46 120 0.123401 8'-91/2 Pf 2.074 9.274 Flow (q) from Route 2 11.349 PO(8'-0) 310'-1 18.32 8'-0 Pe 16'-9'/z Pv 4.61 120 0.018340 4'-4 Pf 0.079 11.349 Flow () fromRoute 9 105 310'-1 11.428 q ou a Pe 44Pv BL 2.6350 96.55 5.68 120 0.026994 4'-8Y2 Pf 0.286 310'-1 18.21 11.428 Flow (q) from Route 6 40 310'-1 11.714 fE(5'-101/2) BL 2.6350 129.80 7.64 120 0.046668 8'-2Yz I Pf 0.384 40 310'-1 33.25 11.714 Flow (q) from Route 3 Pe 108 310'-1 12.098 8.-2%Pv 2.6350 165.47 9.74 120 0.073126 11-2% Pf 0.818 310'-1 35.67 12.098 Flow (q) from Route 5 Pe 310'-1 12.917 11.-21/2Pv 2.6350 202.30 11.90 120 0.106057 11'-0 12.917 Flow (q) from Route 7 BL 105 108 109 BL 109 310-1 36.83 110 310'-1 14.083 11'-0 2.6350 274.37 16.14 120 0.186375 60.-11% 14.083 Flow (q) from Route 4 and 8 BL 110 5'-101/2 10'-7 310.-1 35.23 + 36.84 113 310'-1 27.643 2fE(5'-10%) 3.2600 274.37 10.55 120 0.066103 310'-1 27.643 116 313'-5% 36.190 4fE(6'-81/2), 2P0(20'-2), E(9'-5) CM 4.2600 274.37 6.18 120 0.017962 313'-5Y2 36.190 100 297'-2 44.461 BV(15'-9%), 3fE(8'-11 Yz) 4.2200 274.37 6.29 140 0.014141 297'-2 44.461 1 292'-8 53.975 E(16 -8Y), 2EE(6'-8%), 2GV(3'-4), BFP(-6.000), S 250.00 Hose Allowance At Source BL 113 1111.-91/2 116 UG 100 72'-9 74'-10 76'-7'/z 151'-5 24'-7Yz 42'-7Yz 67'-3Yz 73'-9 36-9Yz 110'-616 Pe Pv Pf 1.166 Pe Pv Pf 13.561 Pe Pv Pf 10.009 Pe -1.462 Pv Pf 1.208 Pe 7.062 Pv Pf 7.563 Pe 1.951 Pv 1 524.37 Route 2 BL 201 104 BL 104 103 GO Route 3 BL 1.0490 30.02 11.15 120 0.275936 309'-01z 30.02 11.2 7.186 Sprinkler, 310'-1 8.462 2E(2'-0) 1.3800 30.02 6.44 120 0.072573 310'-1 8.462 310'-1 9.274 2'-3 4'-0 6'-3 11'-2% 11'-2Yz Pf 1.721 Pe -0.445 Pv Pf 0.812 Pe Pv 1.0490 33.25 12.34 120 0.333228 309'-0% 33.25 11.2 8.812 Sprinkler, 310'-1 10.473 2E(2'-0) 1.3800 33.25 7.13 120 0.087641 310'-1 10.473 40 310'-1 11.714 P0(6'-0) co Route 4 205 70 BL 70 DR 1.0490 35.23 13.08 120 0.370945 309'-0Yz 35.23 11.2 9.895 Sprinkler, 310'-1 13.263 3E(2'-0) 1.3800 35.23 7.56 120 0.097561 310'-1 13.263 110 310'-1 14.083 P0(6'-0) Route 5 209 106 BL 106 BL 2'-4 I Pf 2.105 4'-0 Pe -0.445 6-4 Pv 8'-2 6-0 14'-2 Pf 1.242 Pe Pv 4'-3Yz 6'-0 10'-3Yz 2'-5 6-0 8'-5 Pf 3.819 Pe -0.452 Pv Pf 0.819 Pe Pv 1.0490 35.67 13.24 120 0.379454 309'-0% 35.67 11.2 10.141 Sprinkler, 310'-1 10.845 E(2'-0) 1.3800 35.67 7.65 120 0.099799 310'-1 10.845 108 310'-1 12.098 P0(6'-0) Route 6 206 112 BL 112 DR 1'-0Yz 2'-0 3'-0% 1.0490 18.21 6.76 120 0.109373 309'-7 18.21 5.6 10.570 Sprinkler, 105 310'-1 11.428 E(2'-0), PO(5'-0) so Route 7 204 6-7 12-7 Pf 1.148 Pe -0.445 Pv Pf 1.254 Pe Pv 2'-9 7'-0 9'-9 Pf 1.066 Pe -0.208 Pv �y © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 11/20/2015 8:20:22AM Page 5 • Job Number: S15-119 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary BL 1.0490 36.83 13.67 120 0.402696 1'-0%z Pf 1.219 207 309'-01/2 36.83 11.2 10.814 Sprinkler, 111 310'-1 11.588 E(2'-0) 2'-0 3'-01/2 Pe -0.445 Pv BL 1.3800 36.83 7.90 120 0.105911 6'-61/2 Pf 1.329 111 310'-1 11.588 109 310'-1 12.917 PO(6'-0) 6'-0 12'-61/2 Pe Pv ao Route 8 BL 1.0490 36.84 13.68 120 0.402946 1'-71/2 Pf 2.260 208 309'-01/2 36.84 11.2 10.822 Sprinkler, 114 310'-1 12.636 2E(2'-0) 4'-0 5'-7'/2 Pe -0.445 Pv BL 1.3800 36:84 7.90 120 0.105977 7'-8 Pf 1.447 114 310'-1 12.636 110 310'-1 14.083 PO(6'-0) 6'-0 13'-8 Pe Pv = Route 9 BL 1.0490 18.32 6.80 120 0.110656 2'-10 Pf 1.089 203 309'-01/2 18.32 5.6 10.705 Sprinkler, 101 310'-1 11.347 E(2'-0), PO(5'-0) 7'-0 9'-10 Pe -0.446 Pv BL 2.6350 18.32 1.08 120 0.001247 1'-01/2 Pf 0.001 101 310'-1 11.347 102 310'-1 11.349 1'-01/2 Pe Pv Equiv. lent Pipe Lengths of Valves ?mi. Fittings (C=120 Orgy) C Value +t ' 'rer U ( Actual Inside Diameter Value Of C 100 130 140 150 )487 = Factor Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.35.0 11/20/2015 8:20:22AM Page 6 [Hydraulic Anal s Pipe Type Downstream Upstream AO BL CM DN DR DY FM FR MS OR RN SP ST UG Diameter Elevation Pipe Type Legend Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Flow Velocity Job Number: S15-119 Report Description: Ordinary Group I - Meeting Room HWC Friction Loss Discharge K -Factor Pt Pn Fittings Legend r Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe �Iy © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.35.0 Length 'Pressure Eq. Length Summary Total Length Fittings Legend ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV C cplg Cr CV Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'1h° Elbow Ee2 221A Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 11/20/2015 8:20:22AM Page 7 ToI-Brace Seismic Calculations Project Address: Tukwila Library Archer Construction 7855 S. 206th St Kent, WA 98032 253-872-7222 ARCHEI 219 DR •��--------7-- on 2013 NFPA Pamphlet #13 VC B Li fle b Y ffi 14380 International Blvd Tukwila, WA 98168 V , IS i 1 x-11 5, Job # S15-119 Calculations based Brace Information Tolco Brace Components Maximum Spacing 30' 0" (9.14 m) Tolco Component Fig. Number Adjusted Load Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT Detail FIG. 981 LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) BRACE + j j STEEL PIPE e ' Force Factor(Cp) 0.75 Other Requirements - FM Approved Loads Fastener Information •''e'•r Fastener Orientation NFPA Type I Maximum Load 638 lbs (289 kg) a°% �• as .,rte;- . TOLCO FIG. 1001 FAST CLAMP ". �♦4• Diameter 5/bin. (16 mm) Length 5in. (127 mm) Type Lag -Screw Brace Identification on Plans wl Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 179 lbs (81 kg) 2" Sch.40 Steel Pipe (50.8 mm) 22ft (6.7 m) 85 lbs (39 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 43ft (13.1 m) 116 lbs (53 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 60ft (18.3 m) 132 lbs (60 kg) Percentage added for Fittings and Sprinklers 15% 77 lbs (34.93 kg) Total Adjusted Load of all pipe within Zone of Influence 588 lbs (267 kg) rfoI-Brace Verizon 81 Tol-Brace Seismic Calculations Tukwila Library 14380 International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S15-119 w1 NFPA Type I 3" Sch.10 Steel Pipe 30' 0" (9.14 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° 5/8 x 5 (16 x 127 mm) Lag -Screw 5in. (127 mm) Summary of Pipe within Zone of Influence B -Line by E TeN 3" Sch.10 Steel Pipe (76.2 mm) 30ft (9.1 m) 2" Sch.40 Steel Pipe (50.8 mm) 22ft (6.7 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 43ft (13.1 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 60ft (18.3 m) P la WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. I�� 2 , � )4 ' Expires Signature Date 12134115. ` irisatai G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 588 lbs (267 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 638 lbs (289 kg) Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member 9" x 28" GLB Calculations prepared by Ted Queen * The description of the structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: Tukwila Library _ _ _ 14380 International Blvd .__.._..._ __�..._....... _.....__ ..m.. _ Tukwila, WA 98168 Archer Construction 7855 S. 206th StB... Lj fle Kent, WA 98032 253-872-7222 '� ARCHEI 219 DR on 2013 NFPA Pamphlet #13 Job # S15-119 Calculations based Brace Information Tolco Brace Components Maximum Spacing 89,..9" (24.38 m) _ 7 0" (2 13 m) Maximum Brace Length__.__..___..W_...__._.._______.��_.___.___.__ Bracing Material 1" Sch.40Fig.980 Angle from Vertical 60° Min. Tolco Component Fig. Number Adjusted Load Fig. 4L Clamp 890 lbs (404 kg) Universal Swivel 2310 lbs (1048 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) , Assembly TOLCO UNIVERSAL BRACE ATTACHMENT• STEEL TOLCO FIG. 4L PIPE CLAMP FOR 'C' FIG. r.! Detail 980 SWAY UR Value 200 Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.75 PIPE %� i (. \ , -' Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPpe F Maximum Load 625 lbs (284 kg) SWAY BRACING 141 Diameter 1/21n. (13 mm) Length 5in. (127 mm)--- Type Lag-Screw Brace Identification on Plans W2 Orientation of Brace Longitudinal - Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 80ft (24.4 m) 476 lbs (216 kg) Percentage added for Fittings and Sprinklers 15% 71 lbs (32.21 kg) Total Adjusted Load of all pipe within Zone of Influence 548 lbs (249 kg) IToI-Brace Verizon 81 • ToI-Brace Seismic Calculations Tukwila Library 14380 International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S15-119 W2 NFPA Type F 3" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 60° 1/2 x 5 (13 x 127 mm) Lag -Screw 5in. (127 mm) Summary of Pipe within Zone of Influence B -Line by Ea•N 3" Sch.10 Steel Pipe (76.2 mm) 80ft (24.4 m) WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI*I*2190R � _23' (5 Signa• Dats G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 4L Clamp Fig.980 Universal Swivel Structural Member 15% 548 lbs (249 kg) 1604 lbs (728 kg) 625 lbs (284 kg) 890 lbs (404 kg) 2310 lbs (1048 kg) 9" x 28" GLB Calculations prepared by Ted Queen * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations Project Address: Tukwila Library Archer Construction 7855 5. 206th St B -Line Kent, WA 98032 kN 253-872-7222 Y -- e ARCHEI 219 DR %------, \.7.-------., ^ on 2013 NFPA Pamphlet #13 C -V f. , 7 i /140 ' 5 14380 International Blvd Tukwila, WA 98168 Job # 515-119 Calculations based Brace Information Tolco Brace Components Maximum Spacing 15' 0" (4.57 m) Tolco Component Fig. Number Adjusted Load Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 60° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT Gr Detail 98' LIR Value 200 Max Horizontal Load 1604 lbs (728 kg) FIG. BRACEj •` STEEL PIPE #"/ .'`'j • i Force Factor (Cp) 0.75 Other Requirements - FM Approved Loads Fastener Information Fastener Orientation NFPA Type I Maximum Load 638 lbs289 kg)♦4•' ( % / 4:0271271;1 TOLCO FIG. 1001 FAST CLAMP ..' ' i 4 ..- ?EN' Diameter 5/8in. (16 mm) i Z— 14-6 Length 5in. (127 mm) Type Lag -Screw Brace Identification on Pians W3 Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 15ft (4.6 m) 89 lbs (40 kg) 2" Sch.40 Steel Pipe (50.8 mm) 22ft (6.7 m) 85 lbs (39 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 43ft (13.1 m) 116 lbs (53 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 59ft (18 m) 130 lbs (59 kg) 1" Sch.40 Steel Pipe (25.4 mm) 31ft (9.4 m) 48 lbs (22 kg) Percentage added for Fittings and Sprinklers 15% 70 lbs (31.75 kg) Total Adjusted Load of all pipe within Zone of Influence 538 lbs (244 kg) {ToI-Brace Verizon 8) Tol-Brace Seismic Calculations Tukwila Library 14380 International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S15-119 W3 NFPA Type I 3" Sch.10 Steel Pipe 15' 0" (4.57 m) Lateral 1" Sch.40 7'0"(2.13m) 200 60° 5/8 x 5 (16 x 127 mm) Lag -Screw 5in. (127 mm) Summary of Pipe within Zone of Influence E: -Line by E aoN 3" Sch.10 Steel Pipe (76.2 mm) 15ft (4.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 22ft (6.7 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 43ft (13.1 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 59ft (18 m) 1" Sch.40 Steel Pipe (25.4 mm) 31ft (9.4 m) t7 FIRE Theodore 4930-0205-C Archer ARCH Signature WASHINGTON STATE CERTIFICATE OF COMPETENCY PROTECTION SPRINKLER SYSTEMS M. Queen Level 3 Construction, Inc. I* 9DRrL_ I4_I Expires Data 12!39115 G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 538 lbs (244 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 638 lbs (289 kg) Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member 9" x 28" GLB Calculations prepared by Ted Queen * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com Tol-Brace Seismic Calculations Project Address: Tukwila Library____ ._,.__._._...._..,...__..__....__._ 14380 International Blvd Archer Construction m 7855 5. 206th StB-Line Kent, WA 98032 253-872-7222 by E.10N ARCHEI 219 DR on 2013 NFPA Pamphlet #13 Tukwila, WA 98168 Job # S15-119 Calculations based Brace Information Tolco Brace Components 25' 0" (77662 m) Maximum Spacing ,,._�-. ._.... 0 213 Maximum Brace Length 7' �...._ m_......______.--�_____.....__ ___ 1" Sch.40 Bracing Material .-_.______ .______..__.._-.._..._..__ ___ Angle from Vertical 60° Min. Tolco Component Fig. Number Adjusted Load Fig. 1001 Clamp 1470 lbs (667 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) "Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail FIG. 98a BRACE • LIR Value 200 _ _ _______ Max Horizontal Load 1604 lbs (728 kg) Force Factor (Cp) 0.75 PIPE ✓ ; i, • / Other Requirements - FM Approved Loads Fastener Information Fastener Orientation ' P moi `'"l Maximum Load 690 lbs (313 g) �' ••S� TOLCO FIG. 1001 ":!�` ' / FAST CLAMP 44 Diameter _ Length _ Type Tolco 828 Brace Identification on Plans sl Orientation of Brace Lateral Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 25ft (7.6 m) 149 lbs (68 kg) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 38 lbs (17 kg) 1.5" Sch.40 Steel Pipe (38.1 mm) 29ft (8.8 m) 79 lbs (36 kg) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) 44 lbs (20 kg) 1" Sch.40 Steel Pipe (25.4 mm) 34ft (10.4 m) 52 lbs (24 kg) Percentage added for Fittings and Sprinklers 15% 54 lbs (24.49 kg) Total Adjusted Load of all pipe within Zone of Influence 416 lbs (189 kg) {Tol-Brace Verizon 81 • ToI-Brace Seismic Calculations Tukwila Library 14380 International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # S15-119 S1 NFPA Type C 3" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 60° Tolco 828 Summary of Pipe within Zone of Influence B -Line by Fain! 3" Sch.10 Steel Pipe (76.2 mm) 25ft (7.6 m) 2" Sch.40 Steel Pipe (50.8 mm) 10ft (3 m) 1.5" Sch.40 Steel Pipe (38.1 mm) 29ft (8.8 m) 1.25" Sch.40 Steel Pipe (31.75 mm) 20ft (6.1 m) 1" Sch.40 Steel Pipe (25.4 mm) 34ft (10.4 m) P WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCH l" DR 11-1/-'6 Expires Signature Data 12/31/15 i a G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions Total Adjusted Load of Pipe in Zone of Influence Material Capacity Fastener Capacity Fig. 1001 Clamp Fig.980 Universal Swivel Structural Member 15% 416 lbs (189 kg) 1604 lbs (728 kg) 690 lbs (313 kg) 1470 lbs (667 kg) 2310 lbs (1048 kg) Wide Flange Beam Calculations prepared by Ted Queen * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com ToI-Brace Seismic Calculations Archer Construction Project Address: Tukwila J7ibrary 7855 S. 206th St BL.jfle Kent, WA 98032 14380 International Blvd _ ----- 253-872-7222 Tukwila, WA 98168 ARCHEI 219 DR Job # S15-119 Calculations based on 2013 NFPA Pamphlet #13 Brace Information Tolco Brace Components Maximum Spacing 80' 0" (24.38 m)_ _ Maximum Brace Length 7' 0" (2_13 m) Bracing Material 1" Sch.40 Tolco Component Fig. Number Adjusted Load Fig. 4L Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Angle from Vertical 60° Min. *Calculation Based on CONCENTRIC Loading `Please 0.42" (11 mm) Note: These calculations are for Tolco components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration L/R Value 200 Assembly Detail 1604 lbs (728 k Max Horizontal Load 16 _,. TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT i Force Factor (Cp) 0.75 ' Other Requirements - FM Approved Loads STEEL PIPE Fastener Information Fastener Orientation S p -4- Ci et 1 ,�' Maximum Load 690 lbs (313 k) TOLCO FIG. 4L` PIPE CLAMP FOR le SWAY BRACING -- -- Diameter _ ,r— Length _ — Type Tolco 828 r�j Brace Identification on Plans S2 Orientation of Brace Longitudinal Braced Pipe: 3" Sch.10 Steel Pipe Load Information Size and Type of Pipe Total Length Total Calculated Load 3" Sch.10 Steel Pipe (76.2 mm) 80ft (24.4 m) 476 lbs (216 kg) Percentage added for Fittings and Sprinklers 15% 71 lbs (32.21 kg) Total Adjusted Load of all pipe within Zone of Influence 548 lbs (249 kg) lTol-Brace Verizon 81 Tol-Brace Seismic Calculations Tukwila Library 14380 International Blvd Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener 3" Sch.10 Steel Pipe (76.2 mm) Job # S15-119 S2 NFPA Type F 3" Sch.10 Steel Pipe 80' 0" (24.38 m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 60° Tolco 828 Summary of Pipe within Zone of Influence B -Line by Ef[.N 80ft (24.4 m) • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Theodore M. Queen 4930-0205-C Level 3 Archer Construction, Inc. ARCHEI*219DR 1 Z -16 Expin Dat. Siyaatur. G -Factor Used 0.75 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 548 lbs (249 kg) Material Capacity 1604 lbs (728 kg) Fastener Capacity 690 lbs (313 kg) Fig. 4L Clamp 890 lbs (404 kg) Fig.980 Universal Swivel 2310 lbs (1048 kg) Structural Member Steel Wide Flange Beam Calculations prepared by Ted Queen * The description of the Structural Member is for informational purposes only. Tol-Brace software calculates the brace assembly only, not the structure it is attached to. Calculated with Tol-Brace 8 Visit us at www.tolco.com original drawing size - 24"x36" SEQUENCE OF OPERATIONS CAUSE EFFECT Activate Horn Strobe Alarm Circuits Annunciate Alarm At Fire Alarm Control Panel and Remote Annunciator Shut Down Associated Fan Annunciate Supervisory At Fire Alarm Control Panel and Remote Annunciator Annunciate Trouble At Fire Alarm Control Panel and Remote Annunciator Transmit Event Offsite Manual Pull Station Activated X X 80" FACP 60" X Smoke Detector Activated X X ANNUNCIATOR ELEVATION TYPICAL WALL MOUNT HORN STROBE ELEVATION O X Duct Smoke Detector Activated X X X 2 SILENT KNIGHT X Sprinkler Flow Switch Activated X X SILENT KNIGHT SD500-PS MANUAL PULL STATION X Sprinkler Tamper or Pressure Switch Activated 4 SILENT KNIGHT X MONITOR MODULE X Power Failure 2 by others -- X X Wiring Fault 1 by others -- SPRINKLER TAMPER SWITCH X X Panel Trouble 1 by others -- SPRINKLER PRESSURE SWITCH X TYPICAL MOUNTING ELEVATIONS DEVICE LEGEND TITLE SYMBOL QTY. MFG. MODEL # DESCRIPTION 1 1 i' 5700 80" FACP 60" 1 42" 5860 MANUAL PULL ELEVATION ANNUNCIATOR ELEVATION TYPICAL WALL MOUNT HORN STROBE ELEVATION Notes: 1. DEVICE POLARITY MUST BE OBSERVED. 2. ALL INITIATING AND NOTIFICATION CIRCUIT WIRING MUST BE SUPERVISED. 3. ALL WIRING, INCLUDING SHIELDS, MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 4. WIRE RUNS ON FLOOR PLANS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS OF WIRE RUNS ARE TO BE DETERMINED IN THE FIELD. 5. WIRING SHALL BE POINT TO POINT. THERE SHALL BE NO T -TAPPING. 6. INITIATING CIRCUIT WIRING SHALL BE (1) 18/2 FPLR. 7. NOTIFICATION CIRCUIT WIRING SHALL BE (1) 14/2 FPLR. 8. ANNUNCIATOR WIRING SHALL BE (2) 16/2 FPLR. 9. DEDICATED 120V CIRCUIT(S) TO BE PROVIDED FOR FIRE ALARM PANELS. CONNECTIONS TO THE LIGHT AND POWER SERVICE SHALL BE ON A DEDICATED BRANCH CIRCUIT(S). THE CIRCUIT(S) AND CONNECTIONS SHALL BE MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL PANEL. 10. 120V DUPLEX POWER OUTLET TO BE PROVIDED ABOVE OR ADJACENT TO FIRE ALARM CONTROL PANEL FOR USE BY RADIO COMMUNICATOR. Circuit Designations: NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B" SIGNALING LINE CIRCUITS (SLC) SHALL BE CLASS "B" INITIATING DEVICE CIRCUITS (IDC) SHALL BE CLASS "B" Scope of Work: FURNISH AN ADDRESSABLE FIRE ALARM SYSTEM FOR THE TUKWILA LIBRARY. o Without Comments As Noted in Rel Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'revention Bur a :I conformance with current City standards. Acc i ;,, M subject to errors and omissions whin, _ c. 00? l.lthorize violations of adopted standards am , . _:trri. '.' The responsibility for the ac;eadequacyof: , �et_ i,lith tile. designer, Additions, ;-.t,-,.,°inions to these drawings after this date tivi0 `maid tt ! , epcance and will require a pen resubmittal a' t -1r1 ° d,a tlil:gs for subsequent approval: VICINITY MAP - Cascade View Etementary School rgyP` Foster Goll t i S 138th St S St Joseph Foster Memorial Park: 4 Final acceptance it, :.uje t to field test and Inspection The Tukwila Fire Prevention Bureau. Date: 7 - ?-1 By: 41,1S I I YEKNA-e FA oN.. oti.cq4cA G trca.4-�w 6,.ec ke- 4wihQ k S 140th St Y S 144th St - .. a148th St -` S148thSt S 150th St a V1. S144thSt i e'FosterHigh School S 144th SC= 1- o'S148thSt-.S148hSt S160th St Thomdyke Elementary School S152nd St PAID Jul.. ��� r 2flifi {-WKWILA FIRE SHEET SCHEDULE DEVICE LEGEND TITLE SYMBOL QTY. MFG. MODEL # DESCRIPTION MEZZANINE FLOOR PLAN 1 SILENT KNIGHT 5700 FIRE ALARM CONTROL PANEL FACP 1 SILENT KNIGHT 5860 REMOTE ANNUNCIATOR ANN O 1 SILENT KNIGHT SD505-APS SMOKE DETECTOR 0-:- 2 SILENT KNIGHT SD505-DUCT DUCT SMOKE DETECTOR 3 SILENT KNIGHT SD500-PS MANUAL PULL STATION F 4 SILENT KNIGHT SD500-AIM MONITOR MODULE © 2 by others -- SPRINKLER WATERFLOW SWITCH E1 1 by others -- SPRINKLER TAMPER SWITCH TS 1 by others -- SPRINKLER PRESSURE SWITCH PS 'o' 6 SYSTOR STEM P2R Series HORN STROBE - WALL MOUNT, MULTI CANDELA xxCD 1 SYSTEM SENSOR P2RK Series HORN STROBE - WALL MOUNT, MULTI CANDELA WEATHERPROOF WP ;off xxCD C '�' 9 SYSTEM SENSOR PC2R Series HORN STROBE - WALL MOUNT, MULTI CANDELA xxCD xxCD 5 SYSTEM SENSOR SR Series STROBE - WALL MOUNT, MULTI CANDELA Notes: 1. DEVICE POLARITY MUST BE OBSERVED. 2. ALL INITIATING AND NOTIFICATION CIRCUIT WIRING MUST BE SUPERVISED. 3. ALL WIRING, INCLUDING SHIELDS, MUST BE DRY AND FREE OF SHORTS AND GROUNDS. 4. WIRE RUNS ON FLOOR PLANS ARE SHOWN DIAGRAMMATICALLY. EXACT LOCATIONS OF WIRE RUNS ARE TO BE DETERMINED IN THE FIELD. 5. WIRING SHALL BE POINT TO POINT. THERE SHALL BE NO T -TAPPING. 6. INITIATING CIRCUIT WIRING SHALL BE (1) 18/2 FPLR. 7. NOTIFICATION CIRCUIT WIRING SHALL BE (1) 14/2 FPLR. 8. ANNUNCIATOR WIRING SHALL BE (2) 16/2 FPLR. 9. DEDICATED 120V CIRCUIT(S) TO BE PROVIDED FOR FIRE ALARM PANELS. CONNECTIONS TO THE LIGHT AND POWER SERVICE SHALL BE ON A DEDICATED BRANCH CIRCUIT(S). THE CIRCUIT(S) AND CONNECTIONS SHALL BE MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE IDENTIFIED AS "FIRE ALARM CIRCUIT". THE LOCATION OF THE CIRCUIT DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM CONTROL PANEL. 10. 120V DUPLEX POWER OUTLET TO BE PROVIDED ABOVE OR ADJACENT TO FIRE ALARM CONTROL PANEL FOR USE BY RADIO COMMUNICATOR. Circuit Designations: NOTIFICATION APPLIANCE CIRCUITS (NAC) SHALL BE CLASS "B" SIGNALING LINE CIRCUITS (SLC) SHALL BE CLASS "B" INITIATING DEVICE CIRCUITS (IDC) SHALL BE CLASS "B" Scope of Work: FURNISH AN ADDRESSABLE FIRE ALARM SYSTEM FOR THE TUKWILA LIBRARY. o Without Comments As Noted in Rel Per The Attached Letter These plans have been reviewed by The Tukwila Fire 'revention Bur a :I conformance with current City standards. Acc i ;,, M subject to errors and omissions whin, _ c. 00? l.lthorize violations of adopted standards am , . _:trri. '.' The responsibility for the ac;eadequacyof: , �et_ i,lith tile. designer, Additions, ;-.t,-,.,°inions to these drawings after this date tivi0 `maid tt ! , epcance and will require a pen resubmittal a' t -1r1 ° d,a tlil:gs for subsequent approval: VICINITY MAP - Cascade View Etementary School rgyP` Foster Goll t i S 138th St S St Joseph Foster Memorial Park: 4 Final acceptance it, :.uje t to field test and Inspection The Tukwila Fire Prevention Bureau. Date: 7 - ?-1 By: 41,1S I I YEKNA-e FA oN.. oti.cq4cA G trca.4-�w 6,.ec ke- 4wihQ k S 140th St Y S 144th St - .. a148th St -` S148thSt S 150th St a V1. S144thSt i e'FosterHigh School S 144th SC= 1- o'S148thSt-.S148hSt S160th St Thomdyke Elementary School S152nd St PAID Jul.. ��� r 2flifi {-WKWILA FIRE SHEET SCHEDULE SHEET NO. TITLE FA -1.0 PROJECT INFORMATION FA -2.1 LEVEL 01 FLOOR PLAN FA -2.2 MEZZANINE FLOOR PLAN FA -3.0 RISER DIAGRAM and SYSTEM CALCULATIONS FA -4.0 PANEL AND DEVICE DIAGRAMS OLYMPIC SECI,JRITV COMMUNICATIONS 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 a el?ch° Q0 °r) v � Wt7**% N***I h (NI) Tukw//a, WA 98168 REVISIONS No. Description Date 0 Preliminary 09-08-15 Project Information FIRE ALARM SYSTEM Sheet Number FA -1.0 Scale: NONE SHEET: 1 of 5 Tukwila Library original drawing size - 24"x36" 1 2 A UP 75CD 1* CD 04 -9 STAFF ANN 117 N BREAK 116 N (N1-9) • • 15CD N1-5') TAF TOILET - , 114 \ 15CD /727' EC / \ 15CD STAFF OFFICE 118 --E UP TO — IIIFACP 4/ -,1411/541‘\34- 514. / ctiavaS UP WOMEN' 115 N1 -f) 15CD 771 FEC 15CD- AN! wit 3A MEN 113 15CD N1-7 CHILDREN'S 112 110CD (M-6) / o SHEECL F- CK 101 ' N READING PLATFORM 30CD_ 104 6 ASSISTANCE 103 UP TO FACP COMMUNITY MOSAIC 105 TEEN LOUNGE los 7 8 9 10 30CD 30CD CYBER BAR 108 COLLECTION 109 MEETING ROOM 106 30CD 30CD KITCHENETTE — ALCOVE 10613 STORAGE 106C STUDY 107 NORTH LEVEL 01 SCALE: 1/8" = 1-0" 0 4 8 16 24 feet 111111•1111MWMINNINIIIIIII WIRE LEGEND A SIGNALING LINE CIRCUIT (SLC) (1) 18/2 FPLR N NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR ANN REMOTE ANNUNCIATOR CIRCUIT (2) 16/2 FPLR (SBUS) DEVICE ADDRESS LEGEND 1 SLC Device # Candela Rating 15CD N1-1 End -of -Line Resistor N Notification Circuit # Device # KEYED SHEET NOTES 0 RECESSED IN WOOD PANEL WALL. 0 FIELD COORDINATE EXACT LOCATION AND QUANTITIES OF SPRINKLER DEVICES. 0 AIR HANDLER SHUTDOWN BY OTHERS. A B D E F DEVICE LEGEND SYMBOL DESCRIPTION FACP FIRE ALARM CONTROL PANEL REMOTE ANNUNCIATOR ANN 0 SMOKE DETECTOR al- DUCT SMOKE DETECTOR F MANUAL PULL STATION MONITOR MODULE D SPRINKLER WATERFLOW SWITCH M SPRINKLER TAMPER SWITCH TS SPRINKLER PRESSURE SWITCH PS HORN STROBE - WALL MOUNT, MULTI CANDELA xxCD HORN STROBE - WALL MOUNT, MULTI CANDELA WEATHERPROOF 0•• ''xxCD WP xxCD C , HORN STROBE - CEILING MOUNT, MULTI CANDELA xxCD xxCD STROBE - WALL MOUNT, MULTI CANDELA 1 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 Tukwila, WA 98168 REVISIONS No. Description Date 0 Preliminary 09-08-15 Level 01 Floor Plan FIRE ALARM SYSTEM Sheet Number FA -2.1 Scale: 1 /8" = SHEET: 2 of 5 Tukwila Library original drawing size - 24"x36' 10 0 NORTH MEZZANINE SCALE: 1/8" = 1'-0" 0 4 16 24 feet WIRE LEGEND A SIGNALING LINE CIRCUIT (SLC) (1) 18/2 FPLR N NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR ANN REMOTE ANNUNCIATOR CIRCUIT (2) 16/2 FPLR (SBUS) FACP REMOTE ANNUNCIATOR ANN Q? SMOKE DETECTOR 0.:-- DUCT SMOKE DETECTOR F MANUAL PULL STATION MONITOR MODULE M SPRINKLER WATERFLOW SWITCH Eri SPRINKLER TAMPER SWITCH n SPRINKLER PRESSURE SWITCH PS h ► ;o; HORN STROBE - WALL MOUNT, MULTI CANDELA xxcD WP HORN STROBE - WALL MOUNT, MULTI CANDELA WEATHERPROOF ,o' ' xxCD C HORN STROBE - CEILING MOUNT, MULTI CANDELA I xxCD I xxCD STROBE - WALL MOUNT, MULTI CANDELA OPE TO BELOW r ©O (a) .. ', ,- -A "' CID, i, A DOWN MECHANICAL 30CD N i i 201 •I ' A Ii DOWN N ) / 15CD ' © ®' FACP F 9 C � . • .� ELECTRICAL A N1-1) C 3 A — 202 I 30CD ,e CD Gra 1 / I -I , 1 , -_-1 r 11 r — _ --r i 1 -- - f 1 ° NORTH MEZZANINE SCALE: 1/8" = 1'-0" 0 4 16 24 feet WIRE LEGEND A SIGNALING LINE CIRCUIT (SLC) (1) 18/2 FPLR N NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR ANN REMOTE ANNUNCIATOR CIRCUIT (2) 16/2 FPLR (SBUS) DEVICE ADDRESS LEGEND SLC Device # Candela Rating 15CD N1-1 End -of -Line Resistor Notification Circuit # Device # KEYED SHEET NOTES O RECESSED IN WOOD PANEL WALL. O FIELD COORDINATE EXACT LOCATION AND QUANTITIES OF SPRINKLER DEVICES. O AIR HANDLER SHUTDOWN BY OTHERS. A ... 3 e t s Y J �sEc 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 a (11 gym° P4 k*`. 4z*3 (1 v CC° C) Tukwi/a, WA 98768 REVISIONS No. Description Date 0 Preliminary 09-08-15 Mezzanine Floor Plan FIRE ALARM SYSTEM Sheet Number FA -2.2 \Scale: 1 /8" = 1'-0" SHEET: 3 of 5 Tukwila Library DEVICE LEGEND SYMBOL DESCRIPTION FIRE ALARM CONTROL PANEL FACP REMOTE ANNUNCIATOR ANN Q? SMOKE DETECTOR 0.:-- DUCT SMOKE DETECTOR F MANUAL PULL STATION MONITOR MODULE M SPRINKLER WATERFLOW SWITCH Eri SPRINKLER TAMPER SWITCH TS SPRINKLER PRESSURE SWITCH PS ► ;o; HORN STROBE - WALL MOUNT, MULTI CANDELA xxcD WP HORN STROBE - WALL MOUNT, MULTI CANDELA WEATHERPROOF ,o' ' xxCD C HORN STROBE - CEILING MOUNT, MULTI CANDELA 'o's xxCD xxCD STROBE - WALL MOUNT, MULTI CANDELA A ... 3 e t s Y J �sEc 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 a (11 gym° P4 k*`. 4z*3 (1 v CC° C) Tukwi/a, WA 98768 REVISIONS No. Description Date 0 Preliminary 09-08-15 Mezzanine Floor Plan FIRE ALARM SYSTEM Sheet Number FA -2.2 \Scale: 1 /8" = 1'-0" SHEET: 3 of 5 Tukwila Library BATTERY CALCULATION - FACP PROJECT: Tukwila Library PANEL: 5700 Fire Alarm Control Panel QTY. MODEL NUMBER DESCRIPTION STANDBY (in Amps) ALARM (in Amps) Current Total Current Current Total Current Control Panel Devices 1 5700 Fire Alarm Control Panel 0.1600 0.1600 0.3300 0.3300 1 5860 Remote Annunciator 0.0200 0.0200 0.0250 0.0250 Addressable SLC Devices, SD Protocol (127 max.) P2RK 1Horn Strobe, weatherproof 75 cd 1 IPC2R 1 SD505-APS Photoelectric Smoke Detector 0.00055 0.00055 0.00055 0.0006 3 SD500-PS Manual Pull Station 0.00055 0.00165 0.00055 0.0017 4 SD500-AIM Addressable Input Module 0.00055 0.00220 0.00055 0.0022 2 SD505-Duct Duct Smoke Detector 0.00055 0.00110 0.00050 0.0010 Initiating Totals 0.1855 0.360 STANDBY (in Amps) ALARM (in Amps) NOTIFICATION DEVICES Total Total QTY. MODEL NUMBER DESCRIPTION Current Current Current Current Horn Strobes, wall mount 4 P2R Horn Strobe, 15cd' ' 0.079 0.316 1 P2R Horn Strobe, 75cd 0.176 0.176 t 0.212 0.000 1 P2R Horn Strobe, 110cd Horn Strobes, ceiling mount 6 PC2R Horn Strobe, ceiling 30cd ,�� ` 0.107 0.642 2 PC2R Horn Strobe, ceiling 75cd 0.176 0.352 1 PC2R Horn Strobe, ceiling 95cd ,, , ..r, �� 0.194 0.194 Horn Strobes, Weatherproof 1 I P2RK Horn Strobe, weatherproof 75 cd 0.176 1 0.176 Strobes, wall mount 3 SR Strobe, 15cd 0.066 0.198 0.094 0.188 2 SR Strobe, 30cd 21 Total Notification Devices Notification Total 2.242 Standby Amps Standby Load Current (Amps) 0.1855 Standby Time in Hours 24 Total Standby Load 4.452 Alarm Amps Initiating Alarm Load Current (Amps) 0.3604 Notification Alarm Load Current (Amps) 2.2420 Alarm (sub total) 2.6024 Alarm Time in Minutes / 60 (5 min. = .084) 0.0840 Total Alarm Load 0.2186 Total Standby + Total Alarm 4.671 Safety Margin +20%I 0.9341 Total Amp. Hrs. Required 5.60 Battery Size Provided =I 7 Ahl VOLTAGE DROP CALCULATION PROJECT: Tukwila Library NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR PANEL: 5700 Fire Alarm Control Panel CIRCUIT #N 1 QTY. MODEL NUMBER (DESCRIPTION Alarm Current Horn Strobes, wall mount PC2R 4 P2R Horn Strobe, 15cd 0.079 _ 0.316 1 P2R Horn Strobe, 75cd 0.176 0.176 1 P2R Horn Strobe, 110cd 0.212 0.212 Horn Strobes, ceiling mount P2RK 1Horn Strobe, weatherproof 75 cd 1 IPC2R (Horn Strobe, ceiling 75cd 1 0.176 1 0.176 Strobes, wall mount 1.188 3 SR Strobe, 15cd 0.066 0.198 2 SR Strobe, 30cd 0.094 0.188 12 TOTAL DEVICES TOTAL CIRCUIT LOAD (Amps) 1.266 CIRCUIT DISTANCE (Feet) ADDITIONAL LENGTH (20' per device) TOTAL DISTANCE (Feet) RESISTANCE, 14AWG (Ohms/foot) TOTAL RESISTANCE POWER SUPPLY VOLTAGE VOLTS DROPPED 175 240 830 0.00307 2.548 20.4 3.2259 END OF LINE VOLTAGE 17.17 VOLTAGE DROP CALCULATION A PROJECT: Tukwila Library NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR PANEL: 5700 Fire Alarm Control Panel CIRCUIT #N 2 QTY. MODEL NUMBER (DESCRIPTION Alarm Current Horn Strobes, ceiling mount 0 6 PC2R Horn Strobe, ceiling 30cd 0.107 0.642 1 PC2R Horn Strobe, ceiling 75cd 0.176 0.176 1 PC2R Hom Strobe, ceiling 95cd 0.194 0.194 Horn Strobes, Weatherproof SPRINKLER PRESSURE SWITCH 1 P2RK 1Horn Strobe, weatherproof 75 cd 1 0.176 0.176 9 TOTAL DEVICES TOTAL CIRCUIT LOAD (Amps). 1.188 C10' 'o' CIRCUIT DISTANCE (Feet) ADDITIONAL LENGTH (20' per device) TOTAL DISTANCE (Feet) RESISTANCE, 14AWG (Ohms/foot) TOTAL RESISTANCE POWER SUPPLY VOLTAGE VOLTS DROPPED 310 180 980 0.00307 3.009 20.4 3.5742 END OF LINE VOLTAGE 16.83 Per NFPA 72 2010 Edition, Section 18.3.2: Under all operating conditions, the voltage on the NAC must be sufficient to operate all the notification appliances so that they deliver the proper signal intensity. Often, the worst-case operating condition is when the control unit's primary power supply has failed and the battery capacity is at its lowest point. ANSI/UL 864, Standard for Control Units and flccessoriesfor Fire Signaling Systems, indicates a minimum value of 20.4 volts (end of useful battery life). This value then becomes the starting point for the voltage drop calculations. In the case of 24 volt appliances, when the voltage drop is being calculated, both the listed and the nameplate operating voltage ranges will be 16-33 volts. Therefore, 16 volts should be considered the minimum voltage that must be delivered to any appliance. original drawing size - 24"x36" RISER DIAGRAM 10 A A 2 ANN A 1 FACP 12o VAz fg.o. ANN N 30CD N N1-1 N . N 95CD , , I 30CD c N2-1 15CD 5 N1-2 c N2-2 N N D 30CD N N1-3 MEZZANINE FIRST FLOOR N - N 30CD , , 30CD N2-5 N2-4 N2-7 VOLTAGE DROP FORMULAS: Tofa/Distance = (Distance) # (additional per device) x (2) Total Resistance = (Tota/Distance) x(Wre Resistance) Volts Dropped = (Tota/ Circa/ tLoad) x (Tota/Resistance End ofLine Voltage = (Power Supply Voltage) - (Vo/ls Dropped) NOTES: Wire distance is doubled in the calculations for two wires (+ and An add/lima/length per device is added to the distance to a//owfordrops from ceiling. WIRE LEGEND A SIGNALING LINE CIRCUIT (SLC) (1) 18/2 FPLR N NOTIFICATION CIRCUIT (NAC) (1) 14/2 FPLR ANN REMOTE ANNUNCIATOR CIRCUIT (2) 16/2 FPLR (SBUS) DEVICE ADDRESS LEGEND 0 1 SLC Device # Candela Rating 15CD N1-1 End -of -Line Resistor Notification Circuit # Device # DEVICE LEGEND SYMBOL DESCRIPTION FIRE ALARM CONTROL PANEL FACP ANN REMOTE ANNUNCIATOR 0 SMOKE DETECTOR CE., - DUCT SMOKE DETECTOR MANUAL PULL STATION F MONITOR MODULE M SPRINKLER WATERFLOW SWITCH ma SPRINKLER TAMPER SWITCH TS SPRINKLER PRESSURE SWITCH PS 01,-'o' HORN STROBE - WALL MOUNT, MULTI CANDELA xxCD �;0/, HORN STROBE - WALL MOUNT, MULTI CANDELA WEATHERPROOF WP xxCD C10' 'o' HORN STROBE - CEILING MOUNT, MULTI CANDELA xxCD / xxCD STROBE - WALL MOUNT, MULTI CANDELA OLYMPIC SECURITY & COMMUtilICATIONS 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 lZikwi/a, WA 98768 REVISIONS No. Description Date 0 Preliminary 09-08-15 Riser Diagram and System Calculations FIRE ALARM SYSTEM Sheet Number FA -3.0 Scale: NONE SHEET: 4 of 5 Tukwila Library PREVIOUS REVIEW STATUS 120 VAC wiring by others ALARM SUPERVISORY TROUBLE SILENCE O O 0 0 POWER 0 RESET SILENCE ENTER AC Nuetral Earth Ground TELCO 1 RING TIP PHONE 1 RING TIP TELCO 2 RING TIP PHONE 2 RING TIP TROUBLE NO COM NC SLC IN SLC OUT SLC PROG NAC 1 SBUS To Remote To Notification Annunciator Devices BATTERY BATTERY l original drawing size - 24"x36" 5700 Fire Alarm Control Panel NMI O SLC Loop SD505-DUCT Duct Smoke Detector To Next Device Z on SLC Loop NOTIFICATION DEVICE SBUS From FACP To Next Device or EOLR EOL Resistor To Next Device on SLC Loop SD500-AIM Addressable Input Module 1 0 0 0 0 1 SILENT KNIGHT by Honeywell Model 5700 Basic Operating Instructions These Instructions must be framed and displayed next to the 5700 panel in accordance with NFPA 72 fire code for Local Protected Fire Alarm Systems. Test the system in accordance to NFPA 72. Refer to Installation Manual P/N 151295. Operation Task to Perform Silence Alarms and Troubles Press then enter a code if prompted. Silence LED will light. Reset Alarms Press M then enter a code if prompted. Acknowledge Alarms and Troubles Press EM then enter a code if prompted. When the Alarm or Trouble is in the annunciator display as shown Below. Acknowledge Mark acknowledged an ® will appear TROUBLE: SMOKE -PHOTO NODULE_33 POINT 127 czoolIEM33 1X77 rni '•TRRI F `-' : 1 off; 1' View Alarms and Troubles Press the M or Q button to view Alarms and Troubles. Conduct a Fire Drill 1. Press E to access Main Menu, then enter a code if prompted. System Tests.� then press lel to select Fire Drill. drill. drill. 2. Then press 0 to select 3. Enter code if prompted, 4. Press ill to start the fire 5. Press n to end the fire View a Points Status 1. Press Ell to access Main Menu, then enter a code if prompted. Point Functions. press [ `2'i to select Point Status. 2. Then press I®] to select 3. Enter code if prompted, then 4. Select the module the device 5. Enter the point number. is located on by using the p or rA. Then press M. Check Detector Sensitivity 1. Follow steps 1 through 5 for viewing a point status. sensitivity. 2. Press [ i to view detector Set Time and Date 1. Press E° to access Main Menu, then enter a code if prompted. Set Time & Date. Enter a code if prompted on the screen as necessary. keep the changes. time and date. 2. Then press [al] to select 3. Make changes in the fields 4. Press Ei if you wish to 5. Press El to set the entered Enable / Disable a Point 1. Rotate the key or enter a 2. Then press I®I to select code to access to access Main Menu. Point Functions. / Enable Point. Pt. through the list. Then press to select the module to disable/enable is located number that you want to disable/enable. NORMAL (enable) or DISABLE. 3. Press 0 to select Disable 4. Press 17'' to Disable / Enable 5. Use then or n to move where the point you want 6. Enter the point or circuit 7. Press b key to toggle between View Event History ^ ^ ^^- 1. Press n to access Main Menu, then enter a code if prompted. History. events in the history buffer. 2. Press gat to select Event 3. Press the c7 or (o to view Rev. B 1 09/09 SD505-APS Smoke Detector N.C. e C. N.O. '6} -4t1" 4.7K EOL Resistor Waterf ow or Tamper Switch (F.B.O.) 5860 Remote Annunciator - To Next Device on SLC Loop 0 0 • • SD500-PS Manual Pull Station To Next Device on SLC Loop OLYMPIC SECURITY & COMMUNICATIONS � L 19009 62nd Ave NE Arlington, WA 98223 (360) 652-1088 CtS (1) r&) 1/4q � o v � Cb h 1Z:%3 CC) Tukwi/a, WA 98768 REVISIONS No. Description Date 0 Preliminary 09-08-15 Panel and Device Diagrams FIRE ALARM SYSTEM Sheet Number FA -4.0 Scale: NONE SHEET: 5 of 5 Tukwila Library O:I~ IFA .EG AOI OTHER.V./ISI:I OTED F 3 t CA DRAiN t tlala t l Al lk3 SiTE. i' I °1 VE11f11`1' tr?p) III,, ATh'Lf11) Iittitnittli{t(14t111fltiil I ip .' (''Fo ...•-, SCOPE OF WORK: 1. INSTALL NEW WET FIRE SPRINKELR SYSTEM TO PROTECT NEW LIBRARY BUILDING. 2. ARCHER START POINT TO BE AT FLANGE ABOVE FINISHED FLOOR INSIDE BUILDING LEFT BY OTHERS. 3. PLAN SUBMITTAL AND PLAN REVIEW FEES ARE INCLUDED. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING DESIGN, INSTALLATION OR TESTING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. 6. PENDENT SPRINKLERS FOR TENANT IMPROVEMENTS. 7. DRY SYSTEM, PREACTION SYSTEM, OR PROVISION OF HEAT (MINIMUM 40°F) TO PREVENT WET PIPES FR FREEZING. 8. BACKFLOW PREVENTER. 9. AFTER HOURS WORK. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA#13 (2013) AND CITY OF TUKWILA CODES. 2. OFFICE, BATHROOMS, LIBRARY (NON-STACKAREA) - ORDINARY HAZARD GR. 1 - .15/1500 SQ. FT. W/ 250 GPM HOSE STREAM PER TUKWILA. Without Cornrrme is As Noted in tiro . Per The Ached Letter These plans have been reviewed by The Tukwila Flre Prevention Bureau for,tonforman'e: with current City and irds. Accept. nc e is subject to error; and omissions which c'cx'ric,4:.af.,thorize ‘/u)lations of adopted standards and c iriances The responsibility for the adequacy of tI0,4,1 1 rests totally v'fth the designer.:, Additions„ de;etio s I t. i-evisions to these. (trawings after tiits'date wllE :;ic:i I I.. acceptance and \NM Ia ulre a resubmiPel t, r ,/ ,:;~awings fol suhseci..'ent approval ENDGRADE! xIC,�,1 f Ilt . 11 L rr.,L 121,,(3,1[4,<1.1 SEt,�L Ft: 1;(.?1TIa LIATlOt 1 jjyy S' w.l' ylr9 . Final -acceptance 1.;: so,lect to field test and Inspection by The' 1 ukwlla Fire Prevention Bureau. Date: 11a1-1So i,.t°,� f'( TUKWILA FIRE DEPART 4 T P:e+sse call 206-5754407 T'a. give this Fire Penril't No, and exact aess fair -down,or fL ct1 ept ° Proposed Library FF = 296,61 GROUND FLOOR AREA - 9,140 SF rum Fes. c0NiI I.J J1I (1.?; :TPA rtL.Clz4i ME1 1I' f `„. 1� Tltl.j, r � t ,,k, ' 1r f;gJT,E a`�PFf:l +"gid v P#w OET f1"1,�Tg E -92r 1 1i�.1 i u1=?l i1. )f: 'FIAT PER TUKWILA, USE OF TYCO TY4332 8K LIGHT HAZARD SIDEWALL IS ALLOWED USING FM COVERAGE REQUIREMENT OF 32 GPM FOR 16' x 16' COVERAGE AREA: n A �l �Tt fl REV: 4-18-16 3. STORAGE, MECHANICAL AREAS - ORDINARY HAZARD GR. 2 - .20 / 1500 SQ. FT. W/ 250 GPM HOSE STREAM. * - REMOTE AREA REDUCED FOR Q/R SPRINKLERS IN AREAS WITH 20'-0" OR LOWER CEILINGS STORAGE PERMITTED UNDER ORDINARY HAZARD GROUP 2: >tPALLETIZED, SOLID PILED, BIN BOX, OR SHELF STORAGE OF CLASS I - IV COMMODITIES UP TO 12'-0". >tRACK STORAGE ALLOWED OF CLASS I - III COMMODITIES UP TO 12'-0" OR CLASS IV COMMODITIES UP TO 10'-0". >tPALLETIZED, SOLID PILED, BIN BOX, OR SHELF, AND RACK STORAGE OF GROUPA PLASTIC UP TO 5'-0". PROJECT NOTES: PARCEL #: 1523049092 OWNER INFO: CITY OF TUKWILA 6200 SOUTHCENTER BLVD TU KW I LA WA 98188 CONSTRUCTION TYPE PER IBC: VB NEW.t ilt. m' ,Il is't rEIR POST INDICATOR VALVE VX( /lPY OTHERS}1 ref <;� r 'f?11l(t ll9 •:' 1+�r 1ial'JREVtr:0 i I;nx. 1=.)11 isc lit ` %" Cc'I'l1tT E U F FI1',TLE A F.f L'' .flOT •i4:11-11171";;: (BY OTHERS] M t i40fflay . . 21r f 4't EIRE DEPARTMENT CONNECTION (BY OTHERS) SToRNIT CI_ Sc -740 ;, D T N°I O( Y N 4"5 DOUBLE DETECTOR CHECK ASSEMBLY' PER CDT: STO.DETAIL uIS1 (BY OTHERS}. a�7LL.. t:st91 l/J NA 1 ;s'FT TAP Et:. LIT'' ( 1I. KW 1 ry STD •1"f }874:;:r1 lt1,0C' INa •• REFERENCE FIRE SITE PLAN SCALE: 1" = 10'-0" REVISIONS UC,t.KIPIfurs' !3T A -10 WET TAP EX 12' DI WATER MAIN PER CITY OF TUKWILA STDE (1} 4I GATE VALVE (rig) IN/ THRUST BLOCKING (BY OTHER 10 20 40 HYDRAULIC DESIGN INFORMATION SCALE: 1" = 10'-0" 4-19-16 FM / TUKWILA TQ Is 0 H J BEAM CLAMP W/ RETAINING STRAP SIDE BEAM BRACKET EYE SOCKET NUT & PLATE WASHER KWIK-BOLI HDI -P SAMMY SIDEWINDER SAMMY SUPERSCREW AREA NUMBER REMOTE AREA SQ. FT. CODE HAZARD SYSTEM TYPE TOTAL SYSTEM REQUIREMENTS: DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION rfvun AREA M N P Li SHORT STRAP WALL BRACKET TRAPE=ZE NUMBER REMu/E AREA SQ. FT. CODE HAZARD SYSTEM TYPE DENSITY OPMISQ. FT. INSIDE HOSE ALLOWANCE OUTSIDE HOSE AREA PER ALLOWANCE SPRINKLER TOTAL SYSTEM REQUIREMENTS: ABBREVIATIONS WATERFLOW INFORMATIOII STATIC 69 PSI RESIDUAL * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL / BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING 20 PSI GPM FLOWING 3100 GPM DATE & TIME SPRINKLER PER: MARK PARSON, W.D. 125 LOCATION: SITE NOTES: SYM MAKE MODEL • TYCO TY -FRB TYCO TY -FRB 0 TYCO TYFRB ® TYCO EC -11 3 TYCO TYFRB O TYCO TY -FRB SIN# TY323 TY321 TY323 TY5237 533. TY5332 TY4131 TYPE SSP SSU SSP ECOH PENDENT CO ' -Y SIDEWALL EC HOR. SIDEWALL LO SSU SYMBOLS' FINISH CHROME BRASS BRASS CHROME CHRO E BRASS BRASS K -FAC. 5.6 5.6 5.6 11.2 11.2 8.0 8.0 THREAD 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" 3/4" ORIFICE 1/2" 1/2" 1/2" 5/8" �5/:" 17/32" 17/32" TEMP 1550 155° 155° 155° 155° 155° 155° CANOPY '15' CHR '40' CHR DEEP CHR QTY 19 28 WSCL#: ARCHEI*219DR CHER �o119 V a oar 4 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 REV: 4/18/16 TOTAL PROJECT SPRINKLERS = 92 SITE .............. VICINITY SCALE: NO SCALE �rw�ww�wrrwwrwwwrw�wiirwwr�. 1 WASHINGTON STATE ;CERTIFICATE OF COMPETENCY 1 FIRE PROTECTION SPRINKLER SYSTEMS. 111 1 1 .1 1 1 1 1 �1 1 1. i-��Cxaom/ 4-19-16plree i Signature: Date_ 2/311H1 iwrw PERMIT PLAN - NOT FOR CONSTRUCTION PROJECT: TUKWILA LIBRARY 14380 International Blvd. Tukwila, WA 98168 SITE PLAN CONTRACT W/: CONTACT: PHONE: Edifice Construction Co. Fred Van Vurst 425-286-1350 PERMIT NO: - JOB NO: S15-119 AUTHORITY: CITY OF TUKWILA DESIGNER: TED QUEEN SCALE: VARIES DATE: 12 1-15 REVISED / / PLOTTED / / FP 1 OF 3 12'-0 15'-0 13'-0 5 15'-0 15'-0 6 15'-0 8 15'-0 15'-0 12'-0 d km v 1'1!.8'9 .1 a r 'A`1' 1 t f>;'Titi tpy�yF �P1(t! [ ' 6'-0'/2 8'-11'/ /4'-31/2 10'-8' 11- °frk / 1V/ V_0/3() 3'- 0Wwl.e._ PL.**___••*•...w .k•••.flM•M...*.4.4. o. .owin rW t.444. beas;Ws T TT S1 ZONE FINFLUENCE ...•.....,•.1.. 4. ,KS NON=COMBUSTIBLE EXTE RIO'; TIBLE EX`ERIOR,TERRA CO'A.SOFFIT}i,': 1 edg,LYE.{ 8!.9"1/2 EAM PEN 4W DIA. BEAM PEN. i rr5, ?F 11 70°tii !1',.114414.5414)1 .. L...1...: ., IM, [L] • Ordinary r 1Q..t F•.1 VP. Xi" (roup I 15etinB oom•6.1gOgp MEETING ROOMn 4k1. lRITO7166100t ""* OPENINGS ..................... i:4 4 r:7ty S s (Fw1k.ii >i inary Groep 1[4 i teak Ro Of I LIJF ti'S •1P ,:1 m•0.150gpm/ft' for 903.0Oftz STUDY UNDER MEZZANINE FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" -10 10 13E„11:1" -T3;1::::, , IA 20 40 SCALE: 1/8" =1 1-0" R -2,t 12 INSULATION ABOVE. 4" THICK WOOD ROOF DECK SUPPORTED BY WOOD GLBS AND STEEL. BEAMS K SUPPORTED REVISIONS A BUILDING SECTION °A11 EL Amu HANGERS BEAM CLAMP W/ RETAINING STRAP WSP COMMENTS FM / TUKWILA TQ TQ SIDE BEAM BRACKET EYE SOCKET NUT & PLATE WASHER AREA NUMBER REIDOTE AREA SQ. FT. 10 20 LEVEL 02 40 HYDRAULIC DESIGN INFORMATION CODE DENSITY HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE • SYSTEM TYPE AREA PER SPRINKLER SAMMY SIDEWINDER TOTAL SYSTEM SAMMY SUPERSCREW COACH SCREW ROD HYDRAULIC DESIGN INFORMATION SHORT STRAP WALL BRACKE1 TRAPEZE AREA NUMBER REMOT AREA CODE HAZARD SYSTEM TYPE DENSITY OPMISQ. FT. NSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: * FF (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR * BB BOTTOM OF BEAM * TB TOP OF BEAM BOTTOM OF DECK CTS CUT TO SUIT FO FIELD ORDER IFOW INSIDE FACE OF WALL OFOVV OUTSIDE FACE OF WALL NAS NO AUTO. SPRINKLERS UNO UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC RESIDUAL 69 PSI 20 PSI GPM FLOWING 3100 GPM DATE & TIME PER: MARK PARSON, W.D. 125 LOCATION: SITE NOTES: SYM 0 MAKE TYCO TYCO TYCO TYCO MODEL TY -FRB TY -FRB TY -FRB EC -11 TY -FRB TY -FRB SIN# TY323 TY321 TY323 TY5237 1" OUTLET 1" DROP (PER PLAN) 1" COUPLING 8, ARMOVER (WHERE SHOWN OM PLANZ\) 11.1.111.111 1 SPRINKFLEX, 48", BRAIDED FLEX DROP /—ACT CEILING PENDENT PER PLAN TYPICAL FLEX DROP SPRINKLER SYMBOLS TYPE SSP SSU SSP ECOH PENDENT EC HOR. SIDEWALL LO SSU FINISH CHROME BRASS BRASS CHROME BRASS BRASS 5.6 5.6 5.6 11.2 11.2 8.0 8.0 THREAD 1/2" 1/2" 3/4" A CR( ED) (E) >SS LAMINATED TIME L PANEL FITTER NOTES: 1. ALL HANGERS TO STEEL BEAMS TO BE BEAM CLAMP (TYPE 'A') U.N.O. HANGERS TO CONCRETE OVER STEEL PAN DECK: FOR PIPE SIZE UP TO 2" TO BE HDI -P (TYPE 'F') U.N.O., AND FOR PIPE SIZE 21/2" AND GREATER TO BE KVVIK-BOLT TYPE (TYPE 'E') U.N.O. HANGER ROD TO BE PLATED. rj2. ALL PIPE UP TO 2" DIAMETER TO BE SCH. 40 BLACKAND JOINED W/ THREADED BLACK CAST IRON , FITTINGS. , 3. ALL PIPING 2%" DIAMETER AND LARGER TO HAVE WELDED OUTLETS AND BE SCH. 10 BLACK WITH \ GROOVED ENDS AND JOINED WITH GROOVED END FITTINGS AND COUPLINGS. L4. ALL DROPS TO SPRINKLERS INTO GRID CEILINGS TO BE LOCATED IN QUARTER POINT OF TILE USING SPRINKFLEX ,48" LONG, BRAIDED FLEX DROPS PER FLEX DROP DETAIL ON SHEET 2. 5. ALL DROPS INTO HARD LID CEILINGS TO BE HARD PIPED OR USE MERIT F3.150 1" x 1/2" ADJUSTABLE DROP NIPPLE PER HARD DROP DETAIL ON SHEET 2. 6. MAXIMUM SPACING FOR STANDARD COVERAGE HEADS IS 130 SQ. FT. WITH 15 MAXIMUM BETVVEEN HEADS. MAXIMUM SPACING FOR EXTENDED COVERAGE PENDENT SPRINKLERS PER HYDRAULIC CALCULATION IS 14' x 14'. 7. SWAY BRACING TO BE PER SWAY BRACE DETAILS ON SHEET 3. 8. BRANCHLINE RESTRAINT TO BE LOCATED WHERE SHOWN ON PLAN WITHIN 6" OF VERTICAL HANGER ROD. USE CADDY RESTRAINT PIPE ATTACHMENT TO CONNECT 3/8" ROD TO PIPE. USE CADDY FASTENERS TO CONNECT 3/8' ROD TO WOOD, STEEL, OR CONCRETE STRUCTURE. RESTRAINT ROD TO BE INSTALLED AT 45° OR GREATER FROM VERTICAL. SEE CADDY BRACE DETAIL ON SHEET 3. SPRINKLER LEGEND: 6 8-6 6 6 1,111211 1" OUTLET ----___O 9 1" DROP (PER PLAN) 1 X 10 RED. COUP. OR ADJ. DROP NIP. /— HARD LID CEILING PENDENT PER PLAN ORIFICE 1/2" 1/2" 5/8" 17/32" 17/32" TYPICAL HARD DROP TEMP CANOPY '15' CHR QTY '40' CHR DEEP CHR 28 4 TOTAL PROJECT PRINK LERS = 92 — EXISTING PIPE = RELOCATED PIPING = HANGER = SWAY BRACE BRANCHLINE RESTRAINT = HYDRAULIC NODE TAG = CENTERLINE PIPE ELEVATION REFERENCE (SEE ABBREVIATIONS) RCHERI- FIRE SPRINKLER DIVISION 7855 5 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 KWIK BOLT (UP TO 2" PIPE) 141 WIDE FLANGE BEAM ----TOP BEAM CLAMP W/ RETAINER STRAP ALL THREAD ROD N-- HANGER RING HANGER A TOP BEAM CLAMP WASHINGTON STATE 11 CERTIFICATE OF COMPETENCY I FIRE PROTECTION SPRINKLER SYSTEMS • ri Signature' 4-19-16 Ex.pireaaa a, Date 12/31118 PERMIT PLAN NOT FOR CONSTRUCTION PIPE LENGTHS SHOWN ARE CUT LENGTHS PROJECT: TUKWILA LIBRARY 14380 International Blvd. Tukwila, WA 98168 , FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S15-119 AUTHORITY: CITY OF TUKWILA CONTRACT W/: CONTACT: PHONE: Edifice Construction Co. Fred Van Vurst 425-286-1350 DESIGNER: TED QUEEN SCALE: VARIES DATE: 12 1-15 REVISED / / PLOTTED / / FP 2 OF 3 161,01 i 12'-0 15'-0 15'-0 5,-4 9,-0% ff 2" DIA. BEAM PEN. w3 ZONE OF INFLUENCE;; .4 44444 444 44 4.444+4f4.444.4444'♦ V11 ZONE OF INFLUENCE; ♦• 4 t 4.4,..4.r. + • 4+0444+•..40.00.4.04414• • 1•r.'.•••• 044:...1•••04 ... .. • Mirrri rrr irr rri irr irrrirrrirrrirr irr irr rri irrr � 2" DIA. BEAM PEN. 2" DIA. BEAM PEN. 1„ D''=6 1-7' TS 1`+ -1'4 07 3'-1'/2 2'-5 -7%2 TS 0'-7'/ TS:• O'"7'4•TS, : 302X306 5".DIA B ANI PFI W 5."DIA BEAM PEN. Ifu1ETEi' 5. Dlr BEIM PEN.. 44 • ri 4L «lC++ f CLT < 14a, PPEQ1S7i I..&; • a • • N.A.S.• ;3'. x 10' SKYLIGHT .raw . HEAD TYP REVI D 4/18!96,; 5`I ? MECHA ICE201,,! ..'.� 0'-7'/TS' ..... 7x-0' 71h TS r • ......... _............... 51,81/2 µ 1 N x 10' S'KYLIGFff 1 N ,.l• atFE .' fiWit. t:,�r larrzrs \�I ji rz'; NAS ;3 x 10' SKYLIGHT V N A Sz 3 x 'LO' SKYLIGHT i Y SOUTH READING 1098 • Ordinary cal'0.200gpm ft2 for 1500.00ft2 ti CYBERBARIOB! 0-2 FACE-OFBM.(t,'.- s•.• w., $44+4414• 4 4 _4.4.44• 0'2 . FACE'OF-BM. /4•x•44 .. � FACE OF BM 3 ‘,..�..... r`0 2 " . FACE ...OFi3M r•1 ILIA 1e - HATCH INDICATES EXTENT OF MEZZAINE DECK ROOF LEVEL FIRE SPRINKLER PLAN -10 SCALE: 1/8" = 1'-0" 0 10 20 40 REVISIONS UMW.. RIP i Icily SCALE: 1/8" = 1'-0" FST '2-14-15 WSP COMMENTS TQ A BEAM CLAMP VV/ RETAINING STRAP SIDE BEAM BRACKET 3-16-16 PE COMMENTS TQ EYE SOCKET 4-19-16 FM / TUKWILA TQ u NUT & PLATE WASRER E KWIK-BOLT AREA NUMBER REMu, t AREA SQ. FT. HYDRAULIC DESIGN INFORMATION CODE DENSITY GPMISQ. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE Ordinary Group I - South Readir WALL PAN EL RISER LEGEND Quantity Size Description Manufacturer Part # 1 4 705 G -G Butterfly Valve Victaulic 1 1 4 x 2 VSR Waterflow Detector Potter Electric 2 1 2 1000 Test and Drain Valve AGF 3 FACE "OF,BM.;::.... g•0" 150gpm/ft2 for 1500"00't2. B. ROOF DECK EL. 318I -5W �-- B.O. ROOF DECK EL. = 31u=3'/•" Ac° n3 �,� 3 O'-5 O'-4 0 CV Co FITTER NOTES: 1. ALL HANGERS TO STEEL BEAMS TO BE BEAM CLAMP (TYPE 'A') U.N.O. HANGERS TO WOOD DECK TO BE SAMMY SUPERSCREW (TYPE 'H') U.N.O. -1-2. ALL PIPE UP TO 2" DIAMETER TO BE SCH. 40 BLACK AND JOINED W/ THREADED BLACK CAST IRON FITTINGS. 3. ALL PIPING 2'/Z' DIAMETER AND LARGER TO HAVE WELDED OUTLETS AND BE SCH. 10 BLACK WITH GROOVED ENDS AND JOINED WITH GROOVED END FITTINGS AND COUPLINGS. 4. ALL DROPS TO SPRINKLERS INTO GRID CEILINGS TO BE LOCATED IN QUARTER POINT OF TILE USING SPRINKFLEX ,48" LONG, BRAIDED FLEX DROPS PER FLEX DROP DETAIL ON SHEET 2. 5. ALL DROPS INTO HARD LID CEILINGS TO BE HARD PIPED OR USE MERIT F3.150 1" x 1/2" ADJUSTABLE DROP NIPPLE PER HARD DROP DETAIL ON SHEET 2. . 6. SWAY BRACING TO BE PER SWAY BRACE DETAILS ON SHEET 3. 7. BRANCHLINE RESTRAINT TO BE LOCATED WHERE SHOWN ON PLAN WITHIN 6" OF VERTICAL HANGER ROD. USE CADDY RESTRAINT PIPE ATTACHMENT TO CONNECT 3/8" ROD TO PIPE. USE CADDY FASTENERS TO CONNECT 3/8' ROD TO WOOD, STEEL, OR CONCRETE STRUCTURE. RESTRAINT ROD TO BE INSTALLED AT 45° OR GREATER FROM VERTICAL. SEE CADDY BRACE DETAIL ON SHEET 3. 8. MAXIMUM SPACING FOR EXTENDED COVERAGE SIDEWALL HEADS PER HYDRAULIC CALCULATION TO BE 16' X 16'. (a) SPRINKLER LEGEND: CF) 6 8-6 D.I. 6 6 D.I. = NEW PIPE = EXISTING PIPE - = RELOCATED PIPING 1 = HANGER = SWAY BRACE = BRANCH RESTRAINT = HYDRAULIC NODE TAG = CENTERLINE PIPE ELEVATION REFERENCE (SEE ABBREVIATIONS) REV: 4/18/16 41/iuuuniuinl.11 MODEL #SWG 20 1'/" MIN. PIPE GLU-LAM OR BEAM z 2 N U z z z -3/8" ALL THREAD ROD N- HANGER RING HANGER G SAMMY SIDEWINDER (FOR 3" PIPE MAX) li ion lir WIDBEAANGE 7 r Tukwila Library - Riser Tag Design Basis Occupancy: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser Total Demand .Flow(gpm):. Pressure(psi): Ordinary Group II - Mechanical 15 5.618.0 0.5 0.200gpmlft2 0.280gpmtft2 1500.00ft2'(Actual 1578.36ft2) 410.72 35.032 M STOP BEAM CLAMP W/ RETAINER STRAP ALL THREAD ROD HANGER A HANGER RING TOP BEAM CLAMP Assembly retail Fastener 5/8in,x5in. Lag -Screw INTO SIDE OF GLB TOLCO FIG, 98 UNIVERSAL- SWAY BRACE ATTACHMENT ......... ....... Brace Ante from Vertical STEEL PIPE 60° Min. TOLCO FIG- 1001. FAST CLAMP 2 Assembly Detail TOLCO FIG. 980 UNIVERSAL SWAY BRACE ATTACHMENT Asse b Detail 1'Sch.40'X,7'0" .S'tEEL:PIPE Brace Angle from .Vertical 60° Min. TOLCO FIG. 41. PIPE CLAMP FOR SWAY BRACING Fastener x 5in. Lag -Screw INTO SIDE OF GLB Fastener 5in. Lag -Screw NTO SIDE OF GLB TOLCO FIG.. 98 I UNIVERSAL SWAY BRACT;. ATTACHMENT 1" Sch.4O x 7' 0" STEEL PIP Brace Angle from Vertical. 60' Min, TOLCO FIG: 1001 FAST CLAMP: 4 x 3 G.R.C. Lateral Lo.ngitud ilial Lateral Si Assembly Detail STEEL BEAM S2 Assembly Detail STEEL BEAM Brace Angle from Vertical 60" Min. Tolco 828 Brace Angie from Vertical 60' Min. Tolco 828 PIPE TO SAFE DRAIN Sqh�� SQue✓ TOLCO FIG.. 980" UNIVERSAL: SWAY BRACE ATTACHMENT 1" Schr40 X 7' 0" STEEL. PIPE TOLCO FIG. 980-- UNIVERSAL 80_UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPES-`,„ 1' Sch.40 x 7' 0" TOLCO FIG, 4 PIPE CLAMP FOR SWAY BRACING r . TOLCO FIG. 1001 FAST CLAMP al ong'rtud ina1 rinEzz BUILDING SECTION u 0 SCALE: 1/2" 1'-0" 2 4 SYSTEM TYPE AREA PER SPRINKLER F HDI -P SAMMY SIDEWINDER H SAMMY SUPERSCREW TOTAL SYSTEM REQUIREMENTS: J IC COACH SCREW ROD CEILING FLANGE HYDRAULIC DESIGN INFORMATION L U -HOOK M N SHORT STRAP WALL BRACKET' P TRAPEZE ce AREA NUMBER REMOTt: AREA SQ. FT. CODE DENSITY OPMISQ. FT. HAZARD INSIDE HOSE ALLOWANCE OUTSIDE HOSE ALLOWANCE SYSTEM TYPE AREA PER SPRINKLER TOTAL SYSTEM REQUIREMENTS: ABBREVIATIONS NATERFLOW INFORMATIOI\ * FF * BB * TB * TS CTS FO IFOW OFOW NAS UNO (CENTERLINE OF PIPE) ABOVE FINISHED FLOOR BOTTOM OF BEAM TOP OF BEAM TOP OF STEEL/ BOTTOM OF DECK CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE RIGID COUPLING FLEXIBLE COUPLING STATIC RESIDUAL GPM FLOWING DATE & TIME 69 PSI 20 PSI 3100 GPM PER: MARK PARSON, W.D. 125 LOCATION: SITE NOTES: SYM 0 O MAKE TYCO MODEL TY -FRB SIN# TY323 TYCO TYCO TYCO TY -FRB TY -FRB TYCO TYCO EC -11 TY321 TY323 TY5237 3 TY -FRB TY -FRB 533 TY 332 TY4131 SCALE: 1/2" = 1'-0" SPRINKLER SYMBOLS WSCL#: ARCHEI*219DR CADDY BRANCHLINE RESTRAINT pwrrrrrrwwrrrrrwwrrrrwwwrrrrry WASHINGTON STATE CERTIFICATE OF COMPETENCY r FIRE PROTECTION SPRINKLER SYSTEMS. r: 1 r r r • 1 • ■ r r VIA 4.19-I6 Expires (Signature Date. 12/31 MS r PERMIT PLAN - NOT FOR CONSTRUCTION PIPE LENGTHS SHOWN ARE: CUT LENGTHS TYPE SSP SSU SSP FINISH CHROME ECOH PENDENT CO _'_ Y SID WALL EC HOR. SIDEWALL LO SSU A. REV: 4/18/16 BRASS BRASS K -FAC. CHROME CHROME BRASS BRASS 5.6 5.6 5.6 THREAD 11.2 11.2 8.0 8.0 1/2" 1/2" 1/2" 3/4" 3/4" 3/4" ORIFICE 1/2" 1/2" 1/2" TEMP 155° 155° CANOPY '15' CHR QTY 9 155° 5/8" 5/:" 17/32" 17/32" 155° 155° 155° '40' CHR DEEP CHR 19 28 4 TOTAL PROJECT SPRINKLERS = 92 RCHER1 PROJECT: GOE10421J9040(DEI, OM@ FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 TUKWILA LIBRARY 14380 International Blvd. Tukwila, WA 98168 FIRE SPRINKLER PLAN PERMIT NO: - JOB NO: S15-119 AUTHORITY: CITY OF TUKWILA CONTRACT W/: CONTACT: PHONE: Edifice Construction Co. Fred Van Vurst 425-286-1350 DESIGNER: TED QUEEN SCALE: VARIES DATE: 12 1-15 REVISED / / FP 3 OF 3