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HomeMy WebLinkAboutPP - 14350 TUKWILA INTERNATIONAL BLVD - TUKWILA VILLAGE BLDG C - PERMITS AND PLANS14350 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 16-F-247 16-S-235 16-H-237 D14-0178 M17-0127 M16-0163 M16-0162 Hydraulic: Summary Job Number: 201616 Report Description: Ordinary Group I Job Job Number 201616 Demean EnQleer PHIL FRANCE Job Name: TUKWILA VILLAGE COMMUNITY BUILDING Stets Ce.WICdYoMi epee Number 0061-0292-C Adteee 1 14350 TUKWILA INTERNATIONAL BOULEVARD AHJ T F D Addrteg 2 TUKWILA, WA. 98138 Job SitelSolAkmp ENTIRE COMMUNITY ROOM AREA Adhew 3 Doering tame BLDG CALC PLAN 6.cad System Remote Ar (s) Moet Contending SpYmger 011ill 5.6 K -Factor 14.85 at 7.032 OmRonq Ordinary Group I Job Seth How Alowa oe At Source 250.00 Gamey 0.150gpm/ft2 Amts 01AppWlon 1950.00ft2 (Actual 1633.13ft2) AOAlocal Hoeg Supplies � Node Flow(aDm) Number Of SprWdere Ctkuaad 18 Coverage Per Sprinkler 99.00ft2 AOtoPeek Reed's: Peewee For Remota Melt) M)ec tet To Mea Rengle AM Total How Strome 250.00 8ye1em Flow Demand 309.55 Toed Wear Requited (Including How Agawa me) 559.55 Macri. Prtteras lkbelenoe In Loop 0.000 M.xlooen Velocity Above Ground 17.31 between nodes 38 and 5 Uneven Velocity Under Gromnd 7.10 between nodes 1 and 11 Nina capacity of Wet Pipes 114.87ga1 We...P.4 of Dry Pip. Supplies Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available a Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 69.000 20.000 1 3100.00 66.936 1 559.55 56.062 10.874 r WASHINGTON STATE 'I CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292 ' Level 3 Surefir-..pri' ler Corporation SU' -.Cs .DD Exptres igna• - e Date 12/31/16 a Contractor Contractor Number 22 Canted Nems PHIL FRANCE Content Tile Nem. of Cartago,: SUREFIRE SPRINKLER CORP. Prow 206-793-7688 Extension Adresse 1 PO BOX 719 FAX Address RAVENSDALE, WA. 98051 HmW phil@surefirespriMder.com Address 3 yyb,yy 0 M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/26/2016 11:43: 54AM Page 1 1 Node Analysis Job Number. 201616 Resort Desaiotion: Ordinary GrouD 1 Node Elevatlon(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -4'-0 S 56.062 309.55 101 18'-9 Spr(-7.032) 7.032 14.85 102 1T-6 Spr(-7.548) 7.548 15.39 103 18'-9 Spr(-7.630) 7.630 15.47 104 18'-9 Spr(-7.970) 7.970 15.81 105 1r-6 Spr(-8.185) 8.185 16.02 106 16'-1 Spr(-8.271) 8.271 16.11 107 17'-6 Spr(-8.461) 8.461 16.29 108 18'-9 Spr(-8.640) 8.640 16.46 109 16'-1 Spr(-8.964) 8.964 16.77 110 17-6 16'-1 Spr(-9.169) Spr(-9.215) 9.169 9.215 16.96 17.00 111 112 14'-9 Spr(-9.267) 9.267 17.05 113 16'-1 Spr(-9.981) 9.981 17.69 114 14-9 Spr(-10.038) 10.038 17.74 115 14'-9 Spr(-10.275) 10.275 17.95 116 14'-9 Spr(-11.123) 11.123 18.68 117 11'-0 Spr(-14.638) Spr(-15.302) 14.638 15.302 21.43 21.91 118 11'-0 2 10'-6 PO(6'-2%) 19.428 3 10'-6 PO(9'-8°%) 19.433 4 10'-6 PO(4'-1%) 19.954 5 10'-6 fT(11'-11%) 22.007 6 _ 10'-6 PO(9'-8°%) 21.002 7 12'-6 T(4'-1'/.) 13.265 8 12'-6 T(4'-1%) 14.576 9 13'-10 T(4'-1'/.) 11.968 10 13'-10 T(4=1%) 13.197 11 1'-6 LtE(7'-3V.) 52.312 12 2'-8% DPV(14'-6%) 42.144 13 10'-0 T(4'-1'/.) 19.237 14 10'-6 T(4'-1%) 19.033 15 15'-3 T(4'-1%) 11.024 16 15'-3 T(4=1%) 12.216 17 1T-2 T(4'-1%) 8.466 18 16'-6 T(4=1%) 10.395 19 16'-6 T(4=1%) 11.575 20 1r-0 T(4=1%) 9.592 21 13'-0 T(4'-1 Y.) 11.018 22 13'-0 T(4'-1'/.) 12.126 23 14'-4 T(4'-1'/.) 9.923 24 14'-4 T(4'-1%) 10.961 25 15'-9 T(4'-1%) 9.127 26 15'-9 T(4'-1%) 10.132 38 8'-7% E(6'-7%) 37.959 ® M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/26/2016 11:43:56AM Page 2 1/1 Hydraullic Analysis i Job Number. 201616 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Q Route 1 SP 1.0800 14.85 5.20 100 0.091213 2'-6 Pf 0.753 101 18'-9 14.85 5.6 7.032 Sprinkler, 5'-9 Pe 0.682 17 1T-2 8.466 E(1'-7/), T(4' -1Y4) 8'-3 Pv SP 1.0800 30.32 10.62 100 0.341603 0'-8Y4 Pf 1.635 17 17-2 15.47 8.466 Flow (q) from Route 3 4'-11/4 Pe 0.294 18 16-6 10.395 T(4.-1%) 4'-9% Pv BL 2.2030 30.32 2.55 100 0.010612 8'-3'% Pf 0.088 18 16-6 10.395 Pe 0.542 15 15'-3 11.024 8'-3'% Pv BL 2.2030 61.72 5.20 100 0.039537 8'-31/4 Pf 0.328 15 15-3 31.41 11.024 Flow (q) from Route 2 Pe 0.616 9 13'-10 11.968 8'-31/4 Pv BL 2.2030 94.60 7.96 100 0.087102 8'-3'/, Pf 0.721 9 13'-10 32.87 11.968 Flow (q) from Route 6 Pe 0.577 7 12'-6 13.265 8'-31/4 Pv BL 2.2030 129.39 10.89 100 0.155471 1T-6% Pf 5.301 7 12'-6 34.79 13.265 Flow (q) from Route 12 16'-6% Pe 0.867 3 10'-6 19.433 2fE(3'-4%), PO(9'-8%) 34.-1% Pv CM 2.7030 151.29 8.46 100 0.076685 6-9% Pf 0.521 3 10'-6 19.433 Pe 4 10'-6 19.954 6'-91/4 Pv CM 2.7030 172.72 9.66 100 0.097976 9'-0 Pf 2.053 4 10'-6 21.43 19.954 Flow (q) from Route 17 11'-11% Pe 5 10'-6 22.007 fT(11'-111:) 20'-11'/ Pv FR 2.7030 309.55 17.31 100 0.288342 32'-8'/ Pf 15.142 5 10'-6 136.84 22.007 Flow (q) from Route 4 19'-111/4 Pe 0.810 38 8'-7Y2 37.959 3E(6-7'/.) 52'-6'% Pv FR 3.3140 309.55 11.51 100 0.106876 7'-11% Pf 1.628 38 8'-7Y 37.959 7-3'/, Pe 2.557 12 2.-8% 42.144 E(7'-3%) 15'-2% Pv DY 3.3140 309.55 11.51 120 0.078277 2'-6 Pf 9.633 12 2%8% 42.144 DPV(14'-6%) 58'-2° Pe 0.535 11 1'-6 52.312 BV(14'-6' ), PO(21'-10), BFP(-5.000), LtE(7'-3''h) 60'-8' Pv UG 4.2200 309.55 7.10 140 0.017676 50'-6 Pf 1.366 11 1'-6 52.312 Supply, 26'-9Y. Pe 2.384 1 -4'-0 56.062 E(16'-8°%), PIV(3'-4Y4), EE(6'-8%), S 7T-3% Pv 250.00 Hose Allowance At Source 1 559.55 Route 2 SP 1.0800 15.39 5.39 100 0.097386 2'-8 Pf 0.821 102 17-6 15.39 5.6 7.548 Sprinkler, 5'-9 Pe 0.759 25 15'-9 9.127 E(1.-7%), T(4.-1%) 8'-5% Pv SP 1.0800 31.41 11.00 100 0.364623 0'-6 Pf 1.680 25 15'-9 16.02 9.127 Flow (q) from Route 5 4'-1'% Pe 0.217 15 15'-3 11.024 T(4'-1%,) 4'-7%, Pv gab Route 3 SP 1.0800 15.47 5.42 100 0.098365 1'-7 Pf 0.155 103 18'-9 15.47 5.6 7.630 Sprinkler Pe 0.682 17 1T-2 8.466 1'-7 Pv fax Route 4 SP 1.0800 15.81 5.54 100 0.102414 2'-8 Pf 0.863 104 18'-9 15.81 5.6 7.970 Sprinkler, 5'-9 Pe 0.759 20 1T-0 9.592 E(1' -7%), T(4'-1%) 8'-5%Pv SP 1.0800 32.27 11.30 100 0.383390 0'-6 Pf 1.767 20 1T-0 16.46 9.592 Flow (q) from Route 8 4'-1'% Pe 0.217 19 16'-6 11.575 T(4'-1%) 4'-7% Pv BL 2.2030 32.27 2.72 100 0.011911 8'-3'/. Pf 0.098 19 16-6 11.575 Pe 0.542 16 15'-3 12.216 8'-3% Pv BL 2.2030 65.52 5.51 100 0.044147 8'-31/4 Pf 0.366 16 15'-3 33.25 12.216 Flow (q) from Route 7 Pe 0.616 10 13'-10 13.197 8'-3% Pv BL 2.2030 100.21 8.43 100 0.096901 8'-3'/. Pf 0.802 10 13'-10 34.69 13.197 Flow (q) from Route 11 Pe 0.577 8 12'-6 14.576 8'-31/4 Pv ( ® M.E.P.CAD, Inc. :T AutoSPRINK® VR8 v8.1.11 08/26/2016 11:43:57AM Page 3 1Hydraulic Analysis II Job Number: 201616 Report Description: Ordinary Group I Pipe Type Diameter Flow Discharge Velocity HWC K-Factor Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Elevation Upstream BL 2.2030 136.84 11.52 100 0.172436 15'-8'/ 16-6% 32'-2' Pf 5.559 Pe 0.867 Pv 8 6 12'-6 10,-6 36.63 14.576 21.002 Flow (q) from Route 15 2fE(3'-4%), PO(9'-8%) CM 2.7030 136.84 7.65 100 0.063682 11'-4'% 4'-0%4 15'-9'/ Pf 1.005 Pe Pv 6 5 10'-6 10'-6 21.002 22.007 LtE(4'-5'/4) ® Route 6 SP 1.0800 16.02 5.61 100 0.104966 1'-9 1'-9 Pf 0.184 Pe 0.759 Pv 105 25 1T-6 15'-9 16.02 5.6 8.185 9.127 Sprinkler ® Route 6 SP 1.0800 16.11 5.64 100 0.105986 2'-8 5'-9 8'-5Y, Pf 0.893 Pe 0.759 Pv 106 23 16'-1 14'-4 16.11 5.6 8.271 9.923 Sprinkler, E(1'-7%), T(4'-1'/4) SP 1.0800 32.87 11.51 100 0.396724 0'-6 4'-11/ 4'-7'/4 Pf 1.828 Pe 0.217 Pv 23 9 14'-4 13'-10 16.77 9.923 11.968 Flow (q) from Route 9 T(4'-1'/4) ® Route 7 SP 1.0800 16.29 5.70 100 0.108238 2'-8 5'-9 8'-5%, Pf 0.912 Pe 0.759 Pv 107 26 17-6 15'-9 16.29 5.6 8.461 10.132 Sprinkler, E(1'-7Y44), T(4'-1'/) SP 1.0800 33.25 11.64 100 0.405128 0,-6 4'-1'/4 4'-7'%, Pf 1.867 Pe 0.217 Pv 26 16 15'-9 15'-3 16.96 10.132 12.216 Flow (q) from Route 10 T(4'-1'/) ei Route 8 SP 1.0800 16.46 5.76 100 0.110353 1'-9 1'-9 Pf 0.193 Pe 0.759 Pv 108 20 18'-9 1T-0 16.46 5.6 8.640 9.592 Sprinkler ® Route 9 SP 1.0800 16.77 5.87 100 0.114180 1'-9 1'-9 Pf 0.200 Pe 0.759 Pv 109 23 15-1 14'-4 16.77 5.6 8.964 9.923 Sprinkler Route 10 SP 1.0800 16.96 5.94 100 0.116592 1'-9 1'-9 Pf 0.204 Pe 0.759 Pv 110 26 17-6 15'-9 16.96 5.6 9.169 10.132 Sprinkler 4ii Route 11 SP 1.0800 17.00 5.95 100 0.117129 2'-8 5-9 8'-5'/4 Pf 0.987 Pe 0.759 Pv 111 24 15-1 14'-4 17.00 5.6 9.215 10.961 Sprinkler, E(1'-7'/4), T(4'-1'/4) SP 1.0800 34.69 12.15 100 0.438308 0'-6 4'-1'/4 4'-7'/4 Pf 2.020 Pe 0.217 Pv 24 10 14.4 13'-10 17.69 10.961 13.197 Flow (q) from Route 13 T(4'-1%) iwb Route 12 SP 1.0800 17.05 5.97 100 0.117744 2'-8 5'-9 6-5%4 Pf 0.992 Pe 0.759 Pv 112 21 14'-9 16-0 17.05 5.6 9.267 11.018 Sprinkler, E(1'-7%), T(4'-1'/4) SP 1.0800 34.79 12.18 100 0.440602 0'-6 4'-1'/4 4'-7% Pf 2.030 Pe 0.217 Pv 21 7 13'-0 12'-6 17.74 11.018 13.265 Flow (q) from Route 14 T(4'-1%) 4a, Route 13 SP 1.0800 17.69 6.20 100 0.126114 1'-9 1'-9 Pf 0.221 Pe 0.759 Pv 113 24 16'-1 14'-4 17.69 5.6 9.981 10.961 Sprinkler wr Route 14 SP 1.0800 17.74 6.21 100 0.126772 1'-9 1'-9 Pf 0.222 Pe 0.759 Pv 114 21 14'-9 16-0 17.74 5.6 10.038 11.018 Sprinkler Route 16 SP 1.0800 17.95 6.29 100 0.129547 2'-8 5'-9 8'-5% Pf 1.092 Po 0.759 Pv 115 22 14'-9 16-0 17.95 5.6 10.275 12.126 Sprinkler, E(1'-7%), T(4'-11/4) BL 1.0800 36.63 12.83 100 0.484636 0'-6 4'-1'% 4'-7/. Pf 2.233 Pe 0.217 Pv 22 8 13'-0 12'-6 18.68 12.126 14.576 Flow (q) from Route 16 T(4'-1'/4) Route 16 SP 1.0800 18.68 6.54 100 0.139405 1'-9 1'-9 Pf 0.244 Pe 0.759 Pv 116 22 14'-9 16-0 18.68 5.6 11.123 12.126 Sprinkler 4s Route 17 (8, ® M.E.P.CAD, tnc. AutoSPRINK® VR8 v8.1.11 08/26/2016 11:43: 57AM Page 4 Hydraulic Analysis Job Number: 201616 Report Description: Ordinary Group I PIpe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream SP 1.0800 21.43 7.50 100 0.179713 13'-7 14'-9% 28'-4Y Pf 5.100 Pe 0.217 Pv 117 11'-0 21.43 5.6 14.638 Sprinkler, 4 10'-6 19.954 4E0.-7%), T(4.-1%), P0(4.-1%) Go Route 18 SP 1.0800 21.91 7.67 100 0.187242 8'-1 10'-8'/, 18'-9% Pf 3.514 Pe 0.217 Pv 118 11'-0 21.91 5.6 15.302 Sprinkler, 14 10'-6 19.033 4E(1'-7°%), T(4.-1%) SP 1.4080 21.91 4.51 100 0.051462 3'-111, 3'-11'% Pf 0.204 Pe Pv 14 10'-6 19.033 13 10'-6 19.237 SP 1.6390 21.91 3.33 100 0.024557 1'-6'/ 6'-2% 7'-9 Pf 0.190 Pe Pv 13 10'-6 19.237 2 10'-6 19.428 PO(6'-2%) CM 2.7030 21.91 1.22 100 0.002148 2'-7% 2'-7% Pf 0.006 Pe Pv 2 10'-6 19.428 3 10'-6 19.433 Equivalent Pipe _engths of Valves and Fittings (C=120 only) C Value Multiplier r Actual Inside Diameter 4.87 Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor ga, ® M.E.P.CAD, Inc. MAutoSPRINK® VR8 v8.1.11 08/26/2016 11:43:57AM Page 5 Hydraulic Analysis Pipe Type Diameter Flow Job Number: 201616 Report Description: Ordinary Group I Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legen 1 Units Legend Fittings Legend AO Arm -Over BL Branch Lune 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 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 Toss 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 fig 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 Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22V2° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLodk(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum 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 Tum 90° Tee Run Union Mrsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/26/2016 11:43:57AM Page 6 Hydraulic Graph Job Number: 201616 ( Supply at Node 1 .M Pressure, psi 3 8 6 8 8 o 8 8 i 1,,,,1,1, 11111111, 111,1,1,,,, 11111,11,111,1,11111,1111, 11,11111, 1,,, 1,1,1, 111,,,1 Static Pressure 69.000 309.55 559.55 @ 56.062 with hose streams demand curve ISystem 100.00 @ 20.000 [mumilm11111111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 V 0350 700 1050 1400 1750 2100 2450 2800 3150 3500 Water flow, gpm Hydraulic Graph Supply at Node 1 Sratic: Fr«.u. 69.000 Reldirat Pra.wa. 20.000 © 3100.00 AMI. Promo,. atThr diet 66.936 @ 559.55 Spawn Deman 56.062 @ 309.55 6y.Mn Dewe (Including Hoe Aliment,* at fawn* 56.062 @ 559.55 rets,© M.E.P.CAD, Inc. AutoSPRINK® VR8 v8.1.11 08/26/2016 11:44: 23AM Page 1 kts, 0 M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.41.0 9/19/2016 2:54:58PM Page 1 Seismic Bracing Calculations Project TUKWILA VILLAGE COMMUNITY BUILD! Contractor. Address:: Phone: FAX: SUREFIRE SPRINKLER CORP. Address:: 14350 TUKWILA INTERNATIONAL BOULEVARD P 0 BOX 719 RAVENSDALE, WA. 98051 TUKWILA, WA. 98138 206-793-7688 Brace Information Seismic Brace Attachments Length of Brace: 4'-0 Structure Attachment Make: Listed Load Sway Brace Make: Listed Load Fitting or Tension -only Bracing System Toico Inc Mode1:309) No -thread Swivel Sway Brace Attach Diameter of Brace: 1 Type of Brace: Pipe, Schedule 40 Rating: 20151b Ooz Adjusted Load Rating: 14251b 0%oz Angle of Brace: 45 (pipe attachment) Fitting Telco Inc Model:. 1000) "Fast Clamp" Sway Brace Attachn Least Radius of Gyration:' 0.42" UR Value:" 115 Rating: 20151b Ooz Adjusted Load Rating: 1425Ib O'fpz Maximum Horizontal Load: 13101b Ooz (Frg Attachment Lateral Brace Seismic Brace Assembly Detail (Provide Detail On Plans) Fastener Information Orientation of Connecting Surface: Fastener Construction Type: NFPA Type "E" %x sh Lag Bolt Fast Ciemp' Sway erica (Fig. 909) No-thread'Swivel Sway &ace Attachment 1 Pipe, Schedule 40 0 Brace Identification Number: SB -1 (to be shown on plan) 4J. Wood Type: Lag Bolt Size: '%x 534 Maximum Load: 4201b Ooz kts, 0 M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.41.0 9/19/2016 2:54:58PM Page 1 Seismic Bracing Calculations Sprinkler System Load Calculation (Fpw Cp = 0.71 = CpWp) Diameter Description Unit Quantity Quantity Unit Weight Weight(Wp) 211 Pipe, Eddy Flow (BMT) 9'-63/4 9'-6%4 4Ib 151oz 47Ib 7Yaoz 2 Pipe, Eddythread 40 (BMT) 0'-6+8'-314+ 51'-5 4Ib 14/oz 253Ib 9oz 13/4 Pipe, Eddythread 40 (BMT) (2)8' -3%4+8' -6'+0' -7'h+7' -3Y+ 9'-73 4'-2%+0'-41+1'-0 5'-6% 31b 83/4oz 191b 111/4oz 1 Pipe, Eddythread 40 (BMT) (6)0'-6+(2)1'-6+0'-71/4+(5)2'-0+ 68'-7Y4 2Ib 1oz 138lb 7oz 114 Pipe, Eddythread 40 (BMT) (6)0'-4+6'-63/4+1'-8+0'-10+2'-7+ 1'-0+2'-64+ (2)1'-10+7.-101/2+2'-43/4+0'-21/4+ 0%403/4+V -63/4+V-13/4+ (8)1'-7'2+(3)0'-5%4+(5)0'-9'4 3'-111/2+2'-51/4+0'-4Y2+2'-10+2'- 15'-534 2Ib 131/4oz 43Ib 111/2oz 6'/4+3'-4 Subtotal Weight (Wp) 3571b 1oz Wp x1.150000 410Ib 10oz Total Load (Fpw) 291Ib 8%oz fj, m M.E.P.CAD, Inc. AutoSPRINK012 v12.0.41.0 9/19/2016 2:54:58PM Page 2 Tukwilla Village Commons - 14350 TUKWILA VILLAGE INTERANTIONAL GENERAL NOTES: INSTALLATION PER IFC -2012, NFPA 96, 17A, AND UL 300 STANDARDS AND PER MANUFACTURERS' INSTRUCTIONS/RECOMMENDATIONS DESIGN BASED ON SECTION IV OF ANSUL R-102 INSTALLATION MANUAL ALL PIPE AND FITTINGS ARE 3/8" SCHEDULE 40 BLACK IRON & CHROME PIPING CONFIGURATIONS & LIMITATIONS ARE TOO LENGTHY TO LIST PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS SEE CHAPTER 4 - DISTRIBUTION PIPING REQUIREMENTS ACTUATION & EXPELLENT HOSES, PIPING OR TUBING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 5:"INSTALLING THE ACTUATION & EXPELLANT GAS LINES" DETECTION LINE LIMITATIONS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUL'S TECHNICAL MANUAL CHAPTER 4 - SYSTEM DESIGN SCISSOR STYLE DETECTORS SHALL BE USED WITHOUT OFF -SET CONDUIT. MAXIMUM # OF DETECTORS IS 15. MAXIMUM NUMBER OF CORNER PULLEYS IS 20 WITH A MAXIMUM OF 15(Y OF 1/2" EMT FUSIBLE LINK INSTALLATION SHALL CONFORM TO MANUFACTURERS INSTRUCTIONS APPLIANCES WITH A CONTINUOUS COOKING SURFACE UP TO 48" X 48" SHALL BE PROTECTED WITH A SINGLE DETECTOR APPLIANCES EXCEEDING 48" X 48" SHALL BE PROTECTED BY MULTIPLE DETECTORS REMOTE MANUAL PULL STATION(S) SHALL BE INSTALLED ON A PATH OF EGRESS OR EXIT AND IN ACCORDANCE WITH ANSUL TECHNICAL MANUAL CHAPTER 4 - SYSTEM DESIGN MAXIMUM NUMBER OF 20 CORNER PULLEYS, 150 FEET OF 1/2" EMT AND (1) TEE PULLEY MECHANICAL GAS VALVE CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH CODE REQUIREMENTS & CHAPTER 4 - SYSTEM DESIGN OF THE ANSUL R-102 MANUAL A MAXIMUM OF 20 CORNER PULLEYS, 150 FEET OF 1/2" EMT AND (1) TEE PULLEY ELECTRIC GAS VALVES SHALL BE CONNECTED USING A RESET RELAY RESET RELAY & ELECTRICAL PORTION OF VALVE INSTALLATION SHALL BE BY A QUALIFIED ELECTRICIAN CONFORMANCE WITH NFPA #70 IS THE RESPONSIBILTY OF THE INSTALLING CONTRACTOR NOT ABC FIRE CONNECTION TO FIRE ALARM CONTROL PANEL TO BE MADE BY OTHERS WHEN APPLICABLE ELECTRICAL DISCONNECTS TO BE PERFORMED BY QUALIFIED ELECTRICIAN, WHEN APPLICABLE GAS VALVE TO BE INSTALLED BY A QUALIFIED PLUMBER WHEN APPLICABLE CONFORMANCE TO APPLICABLE NFPA CODES FOR ALARM, ELECTRICAL & PLUMBING WORK IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR & IS NOT THE RESPONSIBLITY OF AM FIRE CONDITION AND ACCEPTABILITY OF THE EXHAUST HOOD & DUCT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR APPLIANCES SHOWN ON PLANS ARE REPRESENTATIONAL ONLY - ACTUAL APPLIANCES MAY APPEAR DIFFERENT THAN SHOWN ON PLANS GENERAL SEOUENCE OF OPERATION - NOT PROJECT SPECIFIC UPON ACTIVATION OF A FUSIBLE LINK OR REMOTE MANUAL PULL STATION AN ANSUL R-102 WET CHEMICAL FIRE SYSTEM MAY RESULT IN THE FOLLOWING SEQUENCE OF OPERATION: WET CHEMICAL SHALL DISCHARGE ONTO PROTECTED APPLIANCES &INTO DUCT & PLENUM AREAS OF HOOD SIMULTANEOUSLY, IF CONNECTED, A FIRE ALARM SYSTEM SHALL BE ACTIVATED OR A HORN/STROBE SHALL ACTIVATE (PRECISE OPERATIONS OF FIRE ALARM SYSTEM / CONTROL PANEL ARE NOT THE RESPONSIBILTY OF THE SUPPRESSION SYSTEM CONTRACTOR AND ARE NOT LISTED ON THFSF PLANS) SIMULTANEOUSLY, ALL GAS APPLIANCES LOCATED UNDER THE HOOD SHALL SHUTDOWN VIA MECHANICAL OR ELECTRICAL GAS VALVE SIMULTANEOUSLY, ALL ELECTRICAL EQUIPMENT, PROTECTED OR UNPROTECTED, UNDER THE HOOD SHALL SHUTDOWN SIMULTANEOUSLY, HOOD LIGHTS, AS PERMITTED BY CODE MAY REMAIN ON OR MAY SHUTDOWN SIMULTANEOULSY, INTERNAL MAKE-UP AIR SHALL SHUTDOWN SIMULTANEOULSY, EXTERNAL MAKE-UP AIR MAY REMAIN ON OR MAY SHUTDOWN SIMULTANEOUSLY, EXHAUST FAN SHALL CONTINUE TO OPERATE (IF THE EXHAUST FAN IS OFF AT THE TIME OF DISCHARGE, THE FAN MAY OR MAY NOT TURN ON) I.D. APPLIANCE DESCRIPTION Al 6 BURNER RANGE 36" X 24" A2 GRIDDLE 24" X 24" A3 OVEN -J K5 MECHANICAL GAS VALVE NI , 2,14 NOZZLE: PLENUM PROTECTION NOZZLE ID: 1N- X FLOW POINTS: 1 LOCATION: 2 TO 4 IN. FROM FILTER FACE & CENTERED BETWEEN FILTER HEIGHT NOZZLE AIM: HORIZONTAL DOWN LENGTH POSITIONED: 0 TO 6 IN. FROM END OF HOOD TO THE TIP OF THE NOZZLE. N222W NOZZLE: DUCT PROTECTION NOZZLE ID: 2W -X FLOW POINTS: 2 MAXIMUM PERIMETER: 100" MAXIMUM DIAMETER: 32" LOCATION: CENTERED W/IN PERIMETER HEIGHT: 2" TO 8" ABOVE DUCT COLLAR / N3 260 NOZZLE: RANGE 260NGE / FLAT TOP RANGE (SHELF) NOZZLX LOCATION: FRONT OF HAZARD HEIGHT: 40" - 30" MAX. COVERAGE: 384 SQ. IN. // LONGEST SIDE: 32" N4 I.D. Kl K2 1N NOZZLE: GRIDDLE COVERAGE NOZZLE ID: 1N - X FLOW POINTS: 1 LOCATION: PERIMETER 0"-2" - AIM CENTER HEIGHT: 40" TO 35" MAX. COVERAGE: 1080 SQ. IN // 36" LONGEST SIDE DESCRIPTION NEW ANSUL R102 AUTOMAN CONTAINS (1) 101-20 CARTRIDGE, (1) SET OF MICROSWITCHES (1) 3 GALLON SS TANK CYLINDER #1 - (1) ANSUL 3 GALLON SS TANK 11 FLOW POINTS AVAIL. HOOD #1: NEW TYPE I EXHAUST HOOD: 9'-6" X 78" K3 W/ A SINGLE BANK OF BAFFLED FILTERS CONTAINS (1) EXHAUST DUCTS: 10" X 27" K4 NEW REMOTE MANUAL PULL STATION LOCATED 48" A.F.F. ON PATH OF EGRESS OR EXIT K5 NEW MECHANICAL GAS VALVE LOCATED ABOVE THE CEILING *PROJECT NAME & ADDRESS: JJTukwilla Village Commons ANSUL MANUAL #: 418087-12 DRAWING #: 1 OF 1 SCALE: NTS DRAWN BY: JCA NOTES: DATE: 10/26/16 _ _ 14350 Tukwila village International Tukwila, Wa 98188 K2 K1 K3 N2 i <N3> (3i (NL (N4 0 Without Comments 0 As Noted i-7:& Al g Per The Attached Letter These u;uns hug ',eet7 reviewed by The Tukwila Fire PrevenClOrl burei .: Fnr. 7OnforTIOnr.- v -11.h current City s- s3tnject t::.. *ors and St�illuul'C�s. rl:.L' ' •• omissions whi:` . • +,tot ttor..s of adopted 5candards ant. 'd ; The respo' t)i!iCy for ther '.otai'-1 vvirn tt Yjesigner. ±s OIL'S to drawings after r d ,:.. •ti red:dire a 4 esuhn titcal •C• t "".FV' 'F, t:� i/` '71',9: ,`"oue''t approval. Ftna! +C `ieio ce:'st ario inspection by The Tukwila F 'e ''tevenci,- Date: / I--1( -1- By: -I eOu3Cy : 'y LidrlitiOric, t:,is Liar A3 TUKWILA F=IRE DEPARTMENT Pier cal? ?O6-575-4407 and c v : this e-.irr.'. Permit No. /4'14-2-37 .i Id cxcct t"or shut - .:own or rl✓steDian approval. PAID -2 2O "fUKWILA FIRE CC ikv/2 "^ r L, FIRE PROTECTION AAA FIRE STATE CONTRACTOR'S LICENSE #AAAFIFP844PS 3013 3rd Ave N, Seattle, WA 98109 Phone: 206-284-1721 Fax: 206-284-1769 Tukwilla Village Commons 14350 Tukwila Village In GENERAL NOTES: INSTALLATION PER IFC -2012, NFPA 96, 17A, AND UL 300 STANDARDS AND PER MANUFACTURERS' INSTRUCTIONS/RECOMMENDATIONS DESIGN BASED ON SECTION IV OF ANSUL R-102 INSTALLATION MANUAL ALL PIPE AND FITTINGS ARE 3/8" SCHEDULE 40 BLACK IRON & CHROME PIPING CONFIGURATIONS & LIMITATIONS ARE TOO LENGTHY TO LIST PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS SEE CHAPTER 4 - DISTRIBUTION PIPING REQUIREMENTS ACTUATION & EXPELLENT HOSES, PIPING OR TUBING SHALL BE INSTALLED IN ACCORDANCE WITH CHAPTER 5:"INSTALLING THE ACTUATION & EXPELLANT GAS LINES" DETECTION LINE LIMITATIONS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUL'S TECHNICAL MANUAL CHAPTER 4 - SYSTEM DESIGN SCISSOR STYLE DETECTORS SHALL BE USED WITHOUT OFF -SET CONDUIT. MAXIMUM # OF DETECTORS IS 15. MAXIMUM NUMBER OF CORNER PULLEYS IS 20 WITH A MAXIMUM OF 150' OF 1/2" EMT FUSIBLE LINK INSTALLATION SHALL CONFORM TO MANUFACTURER'S INSTRUCTIONS APPLIANCES WITH A CONTINUOUS COOKING SURFACE UP TO 48" X 48" SHALL BE PROTECTED WITH A SINGLE DETECTOR APPLIANCES EXCEEDING 48" X 48" SHALL BE PROTECTED BY MULTIPLE DETECTORS REMOTE MANUAL PULL STATION(S) SHALL BE INSTALLED ON A PATH OF EGRESS OR EXIT AND IN ACCORDANCE WITH ANSUL TECHNICAL MANUAL CHAPTER 4 - SYSTEM DESIGN MAXIMUM NUMBER OF 20 CORNER PULLEYS, 150 FEET OF 1/2" EMT AND (1) TEE PULLEY MECHANICAL GAS VALVE CONNECTIONS SHALL BE MADE IN ACCORDANCE WITH CODE REQUIREMENTS & CHAPTER 4 - SYSTEM DESIGN OF THE ANSUL R-102 MANUAL A MAXIMUM OF 20 CORNER PULLEYS, 150 FEET OF 1/2" EMT AND (1) TEE PULLEY ELECTRIC GAS VALVES SHALL BE CONNECTED USING A RESET RELAY RESET RELAY & ELECTRICAL PORTION OF VALVE INSTALLATION SHALL BE BY A QUALIFIED ELECTRICIAN CONFORMANCE WITH NFPA #70 IS THE RESPONSIBILTY OF THE INSTALLING CONTRACTOR NOT ABC FIRE \N3 ';N4 j (N5 CONNECTION TO FIRE ALARM CONTROL PANEL TO BE MADE BY OTHERS WHEN APPLICABLE N6 ELECTRICAL DISCONNECTS TO BE PERFORMED BY QUALIFIED ELECTRICIAN, WHEN APPLICABLE GAS VALVE TO BE INSTALLED BY A QUALIFIED PLUMBER WHEN APPLICABLE CONFORMANCE TO APPUCABLE NFPA CODES FOR ALARM, ELECTRICAL & PLUMBING WORK IS THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR & IS NOT THE RESPONSIBLITY OF AAA FIRE CONDITION AND ACCEPTABILITY OF THE EXHAUST HOOD & DUCT IS THE RESPONSIBILITY OF THE OWNER/OPERATOR APPLIANCES SHOWN ON PLANS ARE REPRESENTATIONAL ONLY - ACTUAL APPLIANCES MAY APPEAR DIFFERENT THAN SHOWN ON PLANS GENERALSEOUENCEOF OPERATION - NOT PROJECT SPECIFIC UPON ACTIVATION OF A FUSIBLE UNK OR REMOTE MANUAL PULL STATION AN ANSUL R-102 WET CHEMICAL FIRE SYSTEM MAY RESULT IN THE FOLLOWING SEQUENCE OF OPERATION: WET CHEMICAL SHALL DISCHARGE ONTO PROTECTED APPLIANCES &INTO DUCT & PLENUM AREAS OF HOOD SIMULTANEOUSLY, IF CONNECTED, A FIRE ALARM SYSTEM SHALL BE ACTIVATED OR A HORN/STROBE SHALL ACTIVATE (PRECISE OPERATIONS OF FIRE ALARM SYSTEM / CONTROL PANEL ARE NOT THE RESPONSIBILTY OF THE SUPPRESSION SYSTEM CONTRACTOR AND ARE NOT LISTED ON THESE PLANS) SIMULTANEOUSLY, ALL GAS APPLIANCES LOCATED UNDER THE HOOD SHALL SHUTDOWN VIA MECHANICAL OR ELECTRICAL GAS VALVE SIMULTANEOUSLY, ALL ELECTRICAL EQUIPMENT, PROTECTED OR UNPROTECTED, UNDER THE HOOD SHALL SHUTDOWN SIMULTANEOUSLY, HOOD LIGHTS, AS PERMITTED BY CODE MAY REMAIN ON OR MAY SHUTDOWN SIMULTANEOULSY, INTERNAL MAKE-UP AIR SHALL SHUTDOWN SIMULTANEOULSY, EXTERNAL MAKE-UP AIR MAY REMAIN ON OR MAY SHUTDOWN SIMULTANEOUSLY, EXHAUST FAN SHALL CONTINUE TO OPERATE (IF THE EXHAUST FAN IS OFF AT THE TIME OF DISCHARGE, THE FAN MAY OR MAY NOT TURN ON) <N7,, ternational Blvd Bldg C 1N NOZZLE: PLENUM PROTECTION NOZZLE ID: 1N- X FLOW POINTS: 1 LOCATION: 2 TO 4 IN. FROM FILTER FACE & CENTERED BETWEEN FILTER HEIGHT NOZZLE AIM: HORIZONTAL DOWN LENGTH POSITIONED: 0 TO 6 IN. FROM END OF HOOD TO THE TIP OF THE NOZZLE. c, K7 MECHANICAL GAS VALVE 2W NOZZLE: DUCT PROTECTION NOZZLE ID: 2W -X FLOW POINTS: 2 MAXIMUM PERIMETER: 100" MAXIMUM DIAMETER: 32" LOCATION: CENTERED W/IN PERIMETER HEIGHT: 2" TO 8" ABOVE DUCT COLLAR IN NOZZLE: GAS RADIANT BROILER COVERAGE NOZZLE ID: 1N - X LOCATION: ANYWHERE ALONG OR WITHIN HEIGHT: 40" TO 15" MAX. COVERAGE: 864 SQ. IN. // LONGEST SIDE 36" 290 NOZZLE: RANGE (2 NOZZLES REOUIRED1 NOZZLE ID: 290- X LOCATION: 1.5" ALONG COOKING PERIMETER MAXIMUM HEIGHT: 20" MINIMUM HEIGHT: 15" MAX. COVERAGE: 1008SQ. IN. // LONGEST SIDE: 36" 1J4I NOZZLE: GRIDDLE COVERAGE NOZZLE ID: 1N - X FLOW POINTS: 1 LOCATION: PERIMETER 0"-2" - AIM CENTER HEIGHT: 40" TO 35" MAX. COVERAGE: 1080 SQ. IN // 36" LONGEST SIDE 3N NOZZLE: FRYER COVERAGE NOZZLE ID: 3N- X FLOW POINTS: 3 LOCATION: ALONG OR WITHIN - AIM CENTER NOZZLE HEIGHT: 34" TO 21" MAX. COVERAGE: 19.5" X 25 3/8" OVERALL (19.5" X 19" FRYPOT) 1N NOZZLE: SALAMANDER COVERAGE NOZZLE ID: IN - X LOCATION: VERTICAL PERIMETER: 6" - 12" IN FRONT & 0" TO 12" ABOVE TOP OF BROILER AIM CENTER OF BROILER OPENING MAX. COVERAGE: 16" DEEP CHAMBER X 29" WIDE I.D. APPLIANCE DESCRIPTION A 1 CHARBROILER 48" X 24" A2 6 BURNER RANGE 36" X 24" A3 GRIDDLE 24" X 24" A4 SALAMANDER 31" X 15" A5 FRYER 15" X 22" [ANSUL MANUAL #: 418087-12 DRAWING #: 1 OF 1 'SCALE: NTS LDRAWN BY: JCA NOTES: DATE: 10/26/16 PROSECT NAME R ADDRESS: Tukwilla Village Commons 14350 Tukwila Village International Blvd Bldg C Tukwila, Wa 98188 K4 K2 K3 K1 I.D. Kl K2 K3 K4 K5 K6 N3) (N3 K5 Nom? -1— .( N4 \ / 1— N4> A4 /N4 Al DESCRIPTION NEW ANSUL R102 AUTOMAN CONTAINS (1) DOUBLE TANK CARTRIDGE, (1) SET OF MICROSWITCHES (1) 3 GALLON SS TANK NEW ANSUL SINGLE TANK ENCLOSURE CONTAINS (1) 3 GALLON SS TANK CYLINDER #1 - (1) ANSUL 3 GALLON SS TANK MANIFOLDED 22 FLOW POINTS AVAIL. CYLINDER #2 - (1) ANSUL 3 GALLON SS TANK MANIFOLDED 22 FLOW POINTS AVAIL. HOOD #1: NEW TYPE I EXHAUST HOOD: 11'-6" X 78" W/ A SINGLE BANK OF BAFFLED FILTERS CONTAINS (1) EXHAUST DUCTS: 10" X 38" NEW REMOTE MANUAL PULL STATION LOCATED 48" A.F.F. ON PATH OF EGRESS OR EXIT K7 NEW MECHANICAL GAS VALVE LOCATED ABOVE THE CEILING A2 A3 `N6 ) 01 1! v A5 ALL DEEP FAT FRYERS SHALL BE INSTALLED WITH AT LEAST A 16 INCH SPACE BETWEEN FRYER AND SURFACE FLAMES FROM ADJACENT COOKING EQUIPMENT EXCEPTION: WHERE A STEEL OR TEMPERED GLASS BAFRE PLATE I5 INSTALLED AT A MINIMUM B INCHES IN HEIGHT BETWEEN THE FRYER AND SURFACE FLAMES OF THE ADJACENT APPLIANCE !. FIRE PROTECTION AAA FIRE STATE CONTRACTOR'S LICENSE #AAAFIFP84PS Phone: 206-284-1721 Fax: 206-284-1769 J 110 VOLT, SINGLE PHASE, RISER MOUNTED AIR COMPRESSOR. MOD. #OL11016AC POWER SUPPLY FROM DEDICATED 20 AMP BREAKER. COMPRESSOR SIZED FOR LARGEST SYSTEM, TO RESTORE AIR PRESSURE WITHIN 30 MIN. \\ 3" FIRELOCK NXT, SERIES \ 768, DPV-1 DRY PIPE VALVES, WITH DRAINS, HI/LOW PRESSURE SWITCHES. 3"X 2.5" SINGLE FDC THROUGH WALL. MAINTAIN MINIMUM 3' OF DRY PIPE TO PREVENT - FREEZING. 3" GVD CHECK VALVE W/ .5" BALL DRIP. 3" GVD BUTTERFLY VALVE W/TAMPER. 3" SUPPLY TO SPRINKLER SYSTEM WATER FLOW INFORMATION Hydrant Test Location : North Side of South 144 th Street, Across from 4021 S. 144 th St.. Test Date 1/19/07. STATIC: 69*.0 psi, RESIDUAL: 20.0 psi, FLOW: 3,100 gpm. Information Provided by Wafter District # 125 3" WILKINS 350ADABGVIC DDCVA VALVE. SUPPORT RISER MANIFOLD W/ PIPE STANDS TYP. OF 2 4" DIP FROM 8" SITE MAIN CONNECTION. SFSC TO START INSIDE THE BUILDING ATA FLANGE LEFT BY OTHERS. 1" SUPPLY PIPING TO INSPECTORS TEST VALV UPRIGHT SPRINKLER HEAD INSTALLED DIRECTLY BELOW BEAM INTERSECTION. RISER DETAIL NO SCALE DRY SYSTEM CAPACITY 74.5 GALLONS OUTDOOR DINING 4" DIP FIRE SERVICE, BY OTHERS 4" YARD POST INDICATING VALVE VV/TAMPER, BY OTHERS 2.5" X 2.5" \� SINGLE F D C, `\, 3' 10% 7-6 '2'-6'/ P N OFFICE I _pWB@9'-1t 1 2'-11Y GWB @9'-1" N HANGER DETAILS HANGER NO. 14W SAMMY SCREW AND ROD Round to Nearest Inch Q 3,a - JI • Thread Rod fral 9 ipe Swi &Rng `` , 4 (2PMac) Roof Jost Sammy Screew '- Pre -DM Hole Note on Plan, Hanger Number end'A• Dimension HANGER NO, 15W SIDE SAMMY SCREW .17de Smarmy Screew Round to Nearest inch Snivel Ring tyy All Thread Rod Pipe Nota on Phar: Hanger tmanber and IN Dimension CATERIN KITCHEN OUTDOOR SEATING 1" RISER NIPPLE, INSTALLED 6' UPSTREAM FROM END OF MAIN PIPING. A) (c) (1) COMMUNITY ROOM REMOTE AREA, ORDINARY GP 1 .15 gpm / ENTIRE ROOM. MAX SPACING 100 SQ. FT. SYSTEM DEMAND @ B 0 R 323.7 gpm @ 56.6 psi. 0) 0 J 2 (4 ) 1. �.5i UILDING FLOOR PLAN SCALE: 1/8' =1%0 Revisions Sprinkler Information z 7-r, LOW ROOF Z! 10'-0' GWB ATTACHED DIRECTLY TO THE BOTTOM OF ALL JOISTS. TYPICALALL ROOMS N W OF COLUM A. LEVEL 1 0' 0" x Sf Lag Boit (Fig.:1000)'Fast Clamp' Sway Brace Attachment (A) GWB ATTACHED DIRECTLY TO THE BOTTOM OF ALL JOISTS. TYPICAL ALL SLOPED TRUSS AREAS. (DD 18' - 4 1/2" /777 . /' : _a , , -Tri / / /, / -L ' ,i i / 7 / / / / _ /t -z" 7 --,/ „;///1/4//,,,,/,1,/,////,,/////,,,i//2// .,./, MECH' STORAGE COMMUNITY ROOM I. I i 111_4 S -Hi_ 1 E .III. (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe; Schedule 40 Brace Identification Number. SB -1 (to be shown on plan) I III-�I I - III_ 1111 i11 1.11 I. BUILDING SECTION 1 l - SCALE: NTS S 1 G ES COMMONS BUILDING - NFPA 13/ORDINARY GP. 1 DRY SYSTEM . ALL DROP PIPING TO PENDENT SPRINKLER HEADS TO BE ON RETURN BENDS, PER NFPAQ # 13. Earthquake bracing to be standard per N. F. PA. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-O maximum spacing, 40'-0 maximum from end ofpiping System to be hydrostatically tested @ 200psi for 2 hours - per N.F PA. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 " - 4" to be " DYNA-FLOW' sprinkler piping with grooved couplings fittings. Branchline piping 2" & smaller to be "DYNA-THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA#13. "Victaulic" #75 coupling to be used as flexible. Standard Symbols REV'D 10/7/16 PER LEHNER ENGINEERING Symbol REV LETTER 10/5/16 REV'D 11/9/16 PER TFD 1ST REVIEW. 1 0 O Sprinklers Type VIC V2710 K=5.6 SIDEWALL Degree Qty 155 24 VIC V 2707 K=5.6 VIC V 2703 K=5.6 PENDANT PENDANT 155 14 155 39 TOTAL THIS SHEET: 77 - Post Indicator Valve - Key Operated Valve -� - Public. Hydrant Fire Dept. Connection O.S.&Y Gate Valve r- - Check Valve / New Underground = - Existing Underground Standard Symbols Sprinkler Head Symbols Inspections - I .111.111:77111-7.-2111-1-.1 � NPS In, 1" Specifications I I I I I I 1 I I I I I l i Wt. .bslFt; kg/r 0.830 11/4" LEVEL1 0'-0"� ar ."110,1111P,4111,110111 11,1110 Wt. (H20 Filled) I.bs/Ft; kglm 1.31 1.95 1.87 CRR Unthreaded 2.41 1.55 2.78_' ant 40 2" 50 2'h" 65 3" 80 4" 90 43.9 2.203 56.0' 2.703 68.7 3.314 84.2 4.310 9.5 2.5 2.104 1' 2.564 .8 3.387 2.71 4.03 3.44 3.79 5.64 5.10 7.59; 7.18 Oaf 5.0 4.473 6.7 ►.pe. Kato IO.n 0.69 10.86 6.16 2.78 1.60 1.48 1.00 Wt. (H20 Filled) 1'/4" 2 1.408 5.8 1.870 2.8 2.54 3.78 9.50 1.00 1'/2" 40 1.639 41.6 2.290 .4 3.22 4.79 9.14 1.00 2" 50 2.104 53.4 3.050 4.5 4.57 6.80 8.41 1.00 - Alarm Check Valve - Thrust Block I - Backflow Preventer -p-- Upright On 1/2"Outlet - 0-- - Pendant On 1" Drop Bel. Ceiling - Upright. On 3/4" outlet - - Upright On 1" Stubb-up - 0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 2. 3. rr , p,� �t ",) �• t.. r r '^�l� DEPARTMENT -;20Z--575-4:47 and °x. 34iv,3 >r3;"? w -Cr 5y:s`4. No® crid exact dcci 'ass lbr shut- down or restoration approval. •�a '0 Without Comments AS Noted in R& Per Thi,, Attached Letter Tii'eSe plans have been reviewed by, The Tukwila Fire Prevention Bureau for conformance with current City standards. Accepi,ance is subjeci:. to errors and omissions which do not authorize violations of adopted standards and ordinances, The responsibility for the adequacy of cle!;ign rests totally with til ^ designer. Additions, deletions revisions to these drawings after this date will vol >.cceptance and will require a resubmittal of .: wings for subssx quent approval. Final acceptance is suiaject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: !l -1(e -A9 By: PMD NOV 14 2016 TUKWILA FIRE c4360 I� (141.1.0111 MOM M 1•1 M�Tp-M WASHINGTON STATE CERTIFICATEOF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C LPVel3 Surefire Sprinkler Corporation SUREF . i ►D Dates 12/31/1."0 Sin tura: 9,w-WMMM SureFire Sprinkler Corporation PO Box 719 Ravensdale, WA 98051 4 BUILDING FLOOR PLAN Job No. 201616 TUKWILA VILLAGE - COMMONS BUILDING pate 09/19/16 ,nqr. P France Scale 1/8" = 1-0 14350 TUKWILA INTERNATIONAL BOULEVARD TUKWILA, WA. 98188 1 OF 1 OUTDOOR DINING OUTDOOR SEATING COVERED ENTRY COMMUNITY ROOM FIRE ALARM FLOOR PLAN SCALE: 3/16"=1'-0" :TAO El Without Comments As Noted in Red 0 Per The No:ached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformancewith current City standards. Acceorance is subject to errors and omissions whic1 c authorlze violations of adopted s'iandarcls and or6 ,-,,,nces The responsibility for the adequacy oi oe.fdir, nts.totaily with the designer. Additions, . .. :viSions to these drawings after this date v41 '—:eptance and will require a resubmitteo for subsequent approval: Final acceptano::: si.kiject to field test and Inspection by The Tukwlia ::•`(;:,fc:ilt(or! Bureau. Date; C0 NV' S breake,.. 1,14,,cbt 404 19ye'lt'- - LtAull •P,K, to? /4/.50e . 1U L. A F.77 7: RIM 7,NT r?1:.'5-..1 • -7 &Cid giVC it2 NO. srut- lown or i\-..-.,L;,:orc,jon approval. FIRE ALARM PANEL FIRE SYMBOLS LEGEND HORN STROBE STROBE WP WEATHER PROOF 15, 30, 75, 95,110, 115 11 EOL FAP ANN F 1 RM IM DH CANDELA RATING END OF LINE WIRE COUNT FIRE ALARM PANEL AUNNUNCIATOR SMOKE DETECTOR PULL STATION RELAY MODULE INPUT MODULE 120V DOOR HOLD 75 15 v75 30 15 _75 _75 _75 WP WP 15 _15 75 15 75 EOL EOL FIRE ALARM RISER NO SCALE DOOR RELEASE RM IT1 ri HOOD HOOD SYSTEM SYSTEM WATER FLOW TAMPER HI/LOW FIRE ALARM PANEL ANN FIRE ALARM DATA RISER NO SCALE 95 EOL EOL EOL PAID 117/ 30 2016 TLJfr(WgA FP' E " .1fr°24-9& crtiri.eetnerciatitiraii ERGREEN "'' t _ . --- -- 1-'6' Indtistrial wow- AP w iiffif-- Alarms E LEcrRic ..v-........... ii., ,. .. - .ar.... -- _ — CROSS ENGINEERS, INC 6509 6th Avenue Phone: (253) 759-0118 Tacoma, WA 98406 Job Number: 15-084 info@crossengineers.com ,............ , 1 TUKWILA VILLAGE - BUILDING C S 144TH STREET AND TUKWILA INTERNATIONAL BLVD. FIRE ALARM FLOOR PLAN/ RISER DIAGRAMS REVISIONS: SCALE: AS NOTED DATE: 11-29-16 SHEET Fl DO DRAWN BY: JAE CHECKED BY: SLH/GLW JOB NO.: 15-084 OF - -