Loading...
HomeMy WebLinkAboutPP - 14200 TUKWILA INTERNATIONAL BLVD - TUKWILA VILLAGE BLDG A - PERMITS AND PLANS14200 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 19-5-106 Hydraulic Summary Job Number: 201902 Report Description: Ordinary Group I Job , JobNumber 201902 Design Enpen PHIL FRANCE /' `r ./ ) Job None: TUKWILA VILLAGE BLDG A Stan Certification/License Number 0061-0292••C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Sit&BW ding LEVEL P 1 WEST PARKING Address 3 Drawing Name P 1 CALC PLAN.cad System Remote Area(s) Most Demancing Springer Data 14 K -Factor 60.00 at 18.367 Oaupiney Ordinary Group I Job Suffix Hae Mowence At Source 250.00 Density 0.150gpm/ft2 Area of Appllabon 1500.00ft3 (Actual 1974.69ft2) Additional Hose Supplies Node Flow(gom) Number Of Sprinlders Calculated 9 Coverage Par Springer 400.00ft2 AutoPeak Results: Prwsurs For Remote Arrant) AckaantTo Mat Remote Area 2/1 1 /1 9 Total Hose Streams 250.00 System Flow Demand Total Water Required (Inducing Hop Moven) 406.53 656.53 Maximum Pressure Unbalanceln Loops 0.000 Maximum Velocity Above Ground 20.90 between nodes 7 and 201 Madmen Velocity Under Ground 9.33 between nodes 5 and 4 Volum* capacity of Wet Pips 423.42ga1 Volume capacity of Dry Pips Supplies Node 1 Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) C� (gpm) Required (psi) r Safety Margin (psi) 5 Water Supply 250.00 85.000 20.000 3500.00 82.060 656.53 69.794 12.266 Contractor Contractor Number 22 Corded Name PHIL FRANCE Contact Title Name of Contractor SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Adrenal PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E•mai phil@surefiresprinkler.com Address 3 WebSlte ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:32:34AM Page 1 Mrd [Nods Analysis Job Number: 201902 Node mepori uescnpuorr ordinary Group 1 Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 69.794 406.53 201 292-0 Spr(-18.367) 18.367 60.00 202 292'-0 Spr(-18.996) 18.996 61.02 203 292-0 Spr(-23.975) 23.975 68.55 204 292-0 Spr(-20.351) 20.351 25.26 205 292-0 Spr(-21.716) 21.716 26.10 206 292'-0 Spr(-27.269) 27.269 29.24 207 292-0 Spr(-28.261) 28.261 29.77 208 297-0 Spr(-30.193) 30.193 30.77 209 297-0 Spr(-29.331) 29.331 75.82 3 292'-0 E(7'-0) 49.958 4 291'-4 BFP(-3.000) 65.527 7 297-0 PO(5'-0) 24.735 8 297-0 PO(8'-0) 32.922 9 292'-0 PO(8'-0) 33.324 10 292'-0 T(15'-0) 34.563 11 297-0 21.024 12 292-0 PO(5'-0) 21.317 13 292'-0 27.633 14 292'-0 P0(6'-0) 33.783 16 297-0 P0(6'-0) 33.699 ®M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:32:36AM Page 3 111_,Hydraulic AnalysisIIJob Number: 201902 Report Description: Ordinary Group 1 Pipe Type Diameter . Flow Velocity HWC Friction Loss Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Total Length imp Route 1 BL 1.0830 292-0 292'-0 60.00 20.90 120 0.850340 2'-5' Pf Pe Pv 6.368 201 7 60.00 14 18.367 24.735 Sprinkler, PO(5'-0) 5-0 7'-5% BL 1.7280 146.28 20.01 100 0.636640 4'-10% Pf Pe Pv 8.187 7 8 292'-0 297-0 86.28 24.735 32.922 Flow (q) from Route 2 PO(V-0) 8.-0 12'-10%. CM 3.3340 146.28 5.38 100 0.025935 15'-6% Pf Pe Pv 0.402 8 9 292-0 292'-0 32.922 33.324 15-6% CM 3.3340 240.93 8.85 100 0.065281 3'-11% Pf Pe Pv 1.239 9 10 292'-0 292-0 94.65 33.324 34.563 Flow (q) from Route 3 T(15-0) 15-0 18'-11% CM 3.3340 406.53 14.94 100 0.171839 67'-7 Pf Pe Pv 15.395 10 3 292-0 292-0 165.60 34.563 49.958 Flow (q) from Route 6 T(15-0), E(7'-0) 22'-0 89'-7 CM 4.3100 406.53 8.94 100 0.049211 145'-2% 112'-0 257'-2% Pf Pe Pv 15.278 0.290 3 4 292-0 291'-4 49.958 65.527 6E(10'-0), T(20'-0), DPV, BV(12'-0), PO(20'-0), BFP(-3.000) UG 4.2200 406.53 9.33 140 0.029265 45-0 26'-9% 71'-9% Pf Pe Pv 2.100 2.168 4 5 291'-4 286'-4 65.527 69.794 LtE(10'-0%), E(16'-8%), S 250.00 Hose Allowance At Source 5 656.53 Route 2 BL 1.6540 61.02 9.11 100 0.156302 12'-11% 1Z-11% Pf Pe Pv 2.028 202 11 292-0 292'-0 61.02 14 18.996 21.024 Sprinkler BL 1.7280 61.02 8.35 100 0.126297 2'-3% 2'-3% Pf Pe Pv 0.293 11 12 292'-0 292'-0 21.024 21.317 BL 1.7280 86.28 11.80 100 0.239738 14'-3 14'-3 Pf Pe Pv 3.418 12 7 292-0 292'-0 25.26 21.317 24.735 Flow (q) from Route 4 Route 3 BL 1.7280 94.65 12.95 100 0.284508 24'-10% 8'-0 32'-10%4 Pf Pe Pv 9.349 203 9 292'-0 292'-0 26.10 14 23.975 33.324 Sprinkler„ Flow (q) from Route 5 PO(8'-0) Route 4 BL 1.0830 25.26 8.80 120 0.171630 0'-7Y2 5'-0 5-7% Pf Pe Pv 0.967 204 12 292'-0 292'-0 25.26 5.6 20.351 21.317 Sprinkler, PO(5-0) Route 5 BL 1.0830 26.10 9.09 120 0.182255 12'-4% 12'-4% Pf Pe Pv 2.259 205 203 292'-0 292-0 26.10 5.6 21.716 23.975 Sprinkler Route 6 BL 1.4180 29.24 5.94 100 0.084843 4'-3% 4'-3% Pf Pe Pv 0.364 206 13 292-0 292'-0 29.24 5.6 27.269 27.633 Sprinkler H BL 1.5300 29.24 5.10 100 0.058591 10'-8% 10'-81/2 Pf Pe Pv 0.627 13 207 292-0 292'-0 27.633 28.261 BL 1.5300 , 59.01 10.30 100 0.214756 9'-0 9'-0 Pf Pe Pv 1.933 207 208 292-0 292'-0 29.77 5.6 28.261 30.193 Sprinkler BL 1.5300 89.78 15.67 100 0.466779 1'-8%4 6'-0 7'-8% Pf Pe Pv 3.590 208 14 292'-0 292'-0 30.77 5.6 30.193 33.783 Sprinkler, PO(V-0) CM 3.3340 165.60 6.09 100 0.032627 8'-11 15-0 23'-11 Pf Pe Pv 0.780 14 10 292'-0 292'-0 75.82 33.783 34.563 Flow (q) from Route 7 T(15-0) Route 7 BL 1.5300 75.82 13.23 100 0.341428 6'-9% 6'-0 12'-9% Pf Pe Pv 4.369 209 16 292'-0 292'-0 75.82 14 29.331 33.699 Sprinkler, PO(V-0) CM 3.3340 75.82 2.79 100 0.007690 10'-11 10'-11 Pf Pe Pv 0.084 16 14 292'-0 292-0 33.699 33.783 .E.P.CAD, Inc. utoSPRINK® VR11 v11.0.39.0 2/6/2019 11:32:37AM Page 4 1 +EYE Hydraulic Analysis Job Number: 201902 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Upstream Fittings Length 1Pressure Eq. Length Summary Total Length Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 ( Schedule 40 Steel Pipe Inside Diameter ) = Factor C Value Multiphe Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings 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 Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 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 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap pj ©M.E.P.CAD, Inc. • AutoSPRINK®VR11 v11.0.39.0 2/6/2019 11:32:37AM Page 5 Hydraulic Graph Job Number: 201902 Report Description: Ordinary Group 1 Water Supply at Node 5 1 (Yl Pressure, psi 1111111111111,11111111,1111,11111111111111 „ 11 „ 11111111111,1 ,,,,,,,,1,1111111,1,,1,1,, 111,11111111 tatic Pressure 85.000 406.53 t 69.794 656.53 with hose streams ystem demand curve .00 a 20.000 111111 111111111 1/1 1 11111 11111 1_11 1_1 1 1_ 1 1 1 1 1 111111 1 1 1 1 i 1 i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Li 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gprr Hydraulic Graph Water Supply at Node 5 Stadc: Pressure 85.000 Rendus!: Pressure 20.000 @ 3500.00 Available Pressure at Time of Teat 82.060 @ 656.53 System Demand 69.794 @ 406.53 System Demand /Inducing How Allowanee at Source) 69.794 @ 656.53 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:32:35AM Page 2 1 Hydraulic Summary Job Number: 201902 Report Description: Ordinary Group I Job Job Number 201902 Design Enpneer PHIL FRANCE Job Name. TUKWILA VILLAGE BLDG A State Cwtificabon icense Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Building LEVEL P 1 SOUTH PARKING Address 3 Cassino Name P 1 CALC PLAN.cad System . Remote Area(s) Moat Demanding Sprinkler Data 14 K -Factor 60.00 at 18.367 Occupancy Ordinary Group I Job Sonia Hose Allowance At Source 250.00 Density 0.150gpm/ft2 Area of Application 1500.00ft2 (Actual 1953.07ft2) Additional Hose Supplies Node Flow(aom) Number Of Spinldera Calculated 6 Coverage Per Spnnkler 400.00ft2 AutoPoak Results:' Pressure For Remote Ares(s) Adeoea To Moja Remote Area Total Hose Stream. 250.00 System Flow Demand 343.09 Total Water Regired(lndudino Hose Allowance) 593.09 Mend mum Pressure Unbalance In Loop. 0.000 Madmum Velocity Above Ground 15.85 between nodes 2 and 103 Minimum Velocity Under (round 7.87 between nodes 5 and 4 Volume cap.city of Wet Pipes 423.42ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) ' (gpm) Available Total Demand (psi) "- (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 250.00 85.000 20.000 J 3500.00 82.564 593.09 63.666 18.898 Contractor Contractor Number 22 Contact N.me PHIL FRANCE Canted Title Nam. of Contractor: SUREFIRE SPRINKLER CORP. Pyrone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALIE, WA. 98051 E.mai phil@surefiresprinkler.com Address 3 Web -Site ®M.E.P.CAD, Inc. 411 AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:29:06AM Page 1 Node Analysis Job Number: 201902 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 63.666 343.09 101 292'-8 Spr(-18.367) 18.367 60.00 102 292'-8 Spr(-19.702) 19.702 62.14 103 292'-8 Spr(-22.299) 22.299 66.11 104 2928 S 20.882 20.882 63.98 105 292'-8 I Spr(-22.313] 22.313 66.13 106 292'-8 Spr(-19.503) 19.503 24.73 1 292'-8 E(5'-0) 18.951 2 292'-0 PO(10'-0) 29.335 3 292'-0 E(7'-0 47.703 4 291'-4 8FP(-3.000) 59.964 6 292'-0 PO(10'-0) 28.729 15 292'-8 PO(5'-0) 20.796 y ® M.E.P.CAD, Inc. 4g AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:29:07AM Page 3 qi5Hydraulic Analysis Job Number: 201902 Report Description Ordinary Group I Pipe Type Diameter Flow Velocity HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Upstream •+ Route 1 BL 2.1230 60.00 5.44 100 0.044923 8'-0 5'-0 13'-0 Pf 0.584 Pe Pv 101 292'-8 60.00 14 18.367 1 292'-8 18.951 Sprinkler, E(5'-0) BL 2.2030 60.00 5.05 100 0.037518 20'-0 20'-0 Pf 0.750 Pe Pv 1 292'-8 18.951 102 292'-8 19.702 BL 2.2030 122.14 10.28 100 0.139750 18'-7 18'-7 Pf 2.598 Pe Pv 102 292'-8 62.14 14 19.702 103 292'-8 22.299 Sprinkler BL 2.2030 188.25 15.85 100 0.311119 1'-8% 20'-0 21'-8% Pf 6.747 Pe 0.288 Pv 103 292'-8 66.11 14 22.299 2 292'-0 29.335 Sprinkler, T(10'-0), PO(10'-0) CM 3.3340 343.09 12.61 100 0.125546 109'-3% 37'-0 146'-3' Pf 18.368 Pe Pv 2 292'-0 154.84 29.335 3 292'-0 47.703 Flow (q) from Route 2 27(15'-0), E(7'-0) CM 4.3100 343.09 7.54 100 0.035953 145'-2' 112'-0 257'-2% Pf 11.970 Pe 0.290 Pv 1 3 292'-0 47.703 4 291'-4 59.964 6E(10'-0), T(20'-0), DPV, BV(12'-0), PO(20'-0), BFP(-3.000) UG 4.2200 343.09 7.87 140 0.021381 45'-0 26'-9%4 7V-9% Pf 1.534 Pe 2.168 Pv 4 291'-4 59.964 5 286'-4 63.666 LtE(10'-0%), E(16'-8%), S 250.00 Hose Allowance At Source 5 593.09 Route 2 BL 2.2030 88.71 7.47 100 0.077336 18'-6 18'-6 Pf 1.431 Pe 0.000 Pv 104 292'-8 63.98 14 20.882 105 292'-8 22.313 Sprinkler BL 2.2030 154.84 13.03 100 0.216738 8'-3% 20'-0 28'-3% Pf 6.127 Pe 0.289 Pv 105 292'-8 66.13 14 22.313 6 292'-0 28.729 Sprinkler, T(10'-0), PO(10'-0) CM 3.3340 154.84 5.69 100 0.028812 21-0'/: 21'-0% Pf 0.606 Pe Pv 6 297-0 28.729 2 292'-0 29.335 Route 3 BL 1.0830 24.73 8.61 120 0.165011 7-10 5'-0 7'-10 Pf 1.293 Pe -0.000 Pv 106 292'-8 24.73 5.6 19.503 15 292'-8 20.796 Sprinkler, PO(5'-0) BL 2.2030 24.73 2.08 100 0.007280 11'-9% 11'-9% Pf 0.086 Pe 0.000 Pv 15 292'-8 20.796 104 292'-8 20.882 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier k Actual Inside Diameter ( = Factor Value Of C 100 Muftiplying Factor 0.713 130 140 150 1.16 1.33 1.51 )4.87 Schedule 40 Steel Pipe Inside Diameter QJ © M.E.P.CAD, Inc. j� AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:29:08AM Page 4 1 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Row Discharge Velocity HWC Friction Loss K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Job Number: 201902 Report Description: Ordinary Group 1 Length Pressure Eq. Length Summary Total Length 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 Piipe 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cpig Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'/4 Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap k, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:29:08AM Page 5 ill Hydraulic GraphIIJob Number: 201902 Report Description: Ordinary Group t Water Supply at Node 5 1M Pressure, psi iv D o o 8 8 8 8 o 8 8 E 1111111111 1 1111111111.11, III 1I 11II I I III I II 111111111111111111111111111111111111 ..111, ,, 1, 1 111 1 111/11111 tatic Pressure 85.000 343.09 •' .09 @ 63.666 I. with hose streams ystem demand curve .00 @ 20.000 .11111111111111111 111111111 111111111 11 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 Static: Pressure 85.000 Residua: Preesure 20.000 @ 3500.00 Available Pressure et Time of Tea 82.564 @ 593.09 System Demand 63.666 @ 343.09 System Demand (Inducing Hose Nowance et Source) 63.666 @ 593.09 m M.E.P.CAD, Inc. 4NAutoSPRINK® VR11 v11.0.39.0 2/6/2019 11:29:07AM Page 2 Hydraulic Summary Job Number: 201902 Report Description: Ordinary Group I Job Number 201902 I Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A ' StateCerbficabontUcenae Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. 1 AHJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Budding LEVEL 1 PARKING AREA Address 3 Drawing Name L 1 PARK CALC PLAN.cad System Remote Area(s) Most Demanding SpdnIdr Data 14 K -Factor 60.00 at 18.367 Occupancy Ordinary Group I Job Suffix Hasa Allowance At Source 250.00 Density 0.150gpm/ft2 Area or Application 1500.00ft2 (Actual 1998.28ft2) Additional Hose Node Supplies Flow(gom) li II Number Or SpinNars Calculated 9 Coverage Per Sprinkler 400.00ft AutoPeak Results: Pressure For Remote Areas) Adjacent To Most Remote Area Total Hose Streams 250.00 System Flow Demand 443.60 Total Water Required (Inducing Hose Allowance) 693.60 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 25.33 between nodes 9 and 103 Maximum Velocity Under Ground 10.18 between nodes 5 and 4 Volume capacity of Wet Pipes 291.02gal Volume capodty el Dry Apes 1 Supplies Node Name Hose Flow (gpm) Static I (psi) Residual (psi) ' Flow (gpm) Available Total Demand (psi) (gpm) Required I Safety Margin (psi) • (psi) 5 Water Supply 250.00 85.000 20.000 j 3500.00 81.746 j 693.60 70.108 I 11.638 Contractor Contractor Number 22 Contact Name PHIL FRANCE grad me Name of Contractor: SUREFIRE SPRINKLER CORP. Phone —1Extenecu 206-793-7688 Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E•mai phil c©surefiresprinkler.com Address 3 Web -Site ,, m M.E.P.CAD, Inc. AutoSPRINK VR11 v11.0.39.0 2/6/2019 12:28:23PM Page 1 1 1Y9 Node Analysis Job Number: 201902 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286-4 S 70.108 443.60 101 308'-3 Spr(-18.367) 18.367 60.00 102 308'-3 Sir( -18.611) 18.611 60.40 103 308'-3 Spr(-23.756) 23.756 68.24 104 308'-3 Spr(-23.781) 23.781 68.27 105 308'-3 SpA -26.075) 26.075 71.49 106 308'-3 Spr(-19.850) 19.850 24.95 107 308'-3 Spr(-21.500) 21.500 25.97 108 308'-3 Spr(-31.9011 31.901 31.63 109 308'-3 Spr(-34.018) 34.018 32.66 1 308'-3 PO(5'-0) 24.575 2 308'-3 PO(6-0) 33.913 3 308'-3 PO(V-0) 35.953 4 291-4 BFP(-3.000) 65.473 6 308'-3 42.183 7 308'-3 Ej2._-_0)_ 21.878 8 308'-3 23.661 9 308'-3 E(2'-01 26.906 J 10 308'-3 24.866 11 308'-3 P0(5'-01 24.926 12 308'-3 ' PO(10'-0) 33.093 131 308'-3 P0(5'-01 33.724 ¢s, ®M.E.P.CAD, Inc. • AutoSPRINK®VR11 v11.0.39.0 2/6/2019 12:28:25PM Page 3 id Hydraulic Analysis Job Number: 201902 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity. K -Factor HWC Pt Friction Loss Pn Fittings 7 Length Pressure Eq. Length Summary Total Length 1 Downstream Upstream Elevation Discharge .+ Route 1 BL 1.0490 60.00 22.27 120 0.993245 1'-3 Pf 6.208 101 308'-3 60.00 14 18.367 Sprinkler, 5'-0 Pe 1 308'-3 24.575 PO(5'-0) 6'-3 Pv BL 1.7280 120.40 16.47 1,00 0.4053 13'-0% Pf 9.337 1 308'-3 60.40 24.575 Flow (q) from Route 2 8'-0' Pe 2 308'-3 33.913 PO(8.-0) 21'-0% Pv CM 3.3340 410.94 15.10 100 0.175301 11'-7% Pf 2.040 2 308'-3 68.24 33.913 Flow (q) from Route 3 Pe 3 308'-3 35.953 11'-7'/, Pv CM 3.3340 443.60 16.30 100 0.201945 30'-10% Pf 6.230 3 308'-3 32.66 35.953 Flow (q) from Route 8 Pe 6 308'-3 42.183 30'-10% Pv CM 4.3100 443.60 9.76 100 0.057832 139'-1 Pf 15.954 6 308'-3 42.183 92'-0 Pe 7.335 4 291'-4 65.473 T(20'-0), 4E(10'-0), DPV, BV(12'-0), PO(20'-0), BFP(-3.000) 231'-1 Pv UG 4.2200 443.60 10.18 140 0.034393 45'-0' Pf 2.468 4 291'-4 65.473 26'-9% Pe 2.168 5 286'-4 70.108 LtE(10'-0%), E(16'-8%), S 71'-9% Pv 250.00 Hose Allowance At Source 5 693.60 Route 2 BL 1.0490 60.40 22.42 120 1.005416 1'-3 Pf 3.268 102 308'-3 60.40 14 18.611 Sprinkler, 2'-0 Pe 7 308'-3 21.878 E(2'-0) 3'-3 Pv BL 1.6540 60.40 9.02 100 0.15337011'-7% Pf 1.782 7 308'-3 21.878 Pe 8 308'-3 23.661 11'-7% Pv BL 1.7280 60.40 8.26 100 0.123928 7'-4% Pf 0.915 8 308'-3 23.661 Pe 1 308'-3 24.575 7'-4'2 Pv •• Route 3 BL 1.0490 68.24 25.33 120 1.260093 V-6 'Pf 3.150 103 308'-3 68.24 14 23.756 Sprinkler, 2'-0 Pe 9 308'-3 26.906 E(2'-0) 2'-6 Pv BL 1.4180 68.24 13.86 100 0.406819 11'-2% Pf 7.006 9 308'-3 26.906 6'-0 Pe 2 308'-3 33.913 PO(6'-0) 17'-2'/s Pv Route 4 BL 2.1230 93.22 8.45 100 0.101509 10'-8% Pf 1.084 104 308'-3 68.27 14 23.781 Sprinkler Pe 10 308'-3 24.866 10'-8% Pv BL 2.2030 93.22 7.85 100 0.084775 0'-8%z Pf 0.060 10 308'-3 24.866 Pe 11 308'-3 24.926 0'-8'2 Pv BL 2.2030 119.19 10.03 100 0.133565 8'-7% Pf 1.150 11 308'-3 25.97 24.926 Flow (q) from Route 6 Pe 105 308'-3 26.075 8'-7% Pv BL 2.2030 190.68 16.05 100 0.318577 12'-0% Pf 7.018 105 308'-3 71.49 14 26.075 Sprinkler, 10'-0 Pe 12 308'-3 33.093 PO(10.-0) 22'-0% Pv CM 3.3340 190.68 7.01 100 0.042350 14'-10% Pf 0.631 12 308'-3 33.093 Pe 13 308'-3 33.724 14'-10% Pv CM 3.3340 222.31 8.17 100 0.056255 3'-4/ Pf 0.189 13 308'-3 31.63 33.724 Flow (q) from Route 7 Pe 2 308'-3 33.913 3'-4% Pv - Route 5 BL 1.0490 24.95 9.26 120 0.195908 18'-0%' Pf 3.931 106 308'-3 24.95 5.6 19.850 Sprinkler, 2'-0 Pe 104 308'-3 23.781 E(2'-0) 20'-0% Pv .. Route 6 BL 1.0490 25.97 9.64 120 0.210928 11'-3 Pf 3.426 107 308'-3 25.97 5.6 21.500 Sprinkler, 5'-0 Pe 11 308'-3 24.926 PO(5'-0) 16'-3 Pv «+ Route 7 BL 1.0490 31.63 11.74 120 0.303834 1'-0 Pf 1.823 108 308'-3 31.63 5.6 31.901 Sprinkler, 5'-0 Pe 13 308'-3 33.724 PO(5'-0) 6'-0 Pv .+ Route 8 m M.E.P.CAD, Inc. in AutoSPRINK® VR11 v11.0.39.0 2/6/2019 12:28:26PM Page 4 411 Hydraulic Analysis 1 Job Number: 201902 Report Description: Ordinary Group 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length ,Summary Total Length BL 1.0490 32.66 12.13 120 0.322447 1'-0 I Pf 1.935 109 308'-3 32.66 5.6 34.018 Sprinkler, 3 308'-3 35.953 PO(5'-0) 5'-0 6'-0 Pe Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4.87 ( Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor Pipe Type Legend Units Legend Fittings 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 Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. dAutcSPRINK® VR11 v11.0.39.0 2/6/2019 12:28:26PM Page 5 V T" '' 112 Hydraulic Graph , Job Number: 201902 Report Description: Ordinary Group I Water Supply at Node 5 AM Pressure, psi 1i, ii iiiiIiiiiii,,,i m tt 111111111111111111111 11111111,111 Static Pressure 85.000 443.60 .60 1.693.60 70.108 with hose streams I System demand curve .00@20.000 'RU111lllll 111111111 1 11 1 11 1 1 1 1 11 l 1 1 l l t 1 1 1 1 l l 1 1 1 l l 1 1 I I I I 1 I 1 I 1 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 Static: Pressure 85.000 Residual: Pressure - 20.000 @ 3500.00 Meddle Pressure at Time d Test 81.746 @ 693.60 System Demand 70.108 @ 443.60 System Demand (Inducing Hese Allowance at Source) 70.108 @ 693.60 m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 12:28:24PM Page 2 Hydraulic Summary Job Number: 201902 Report Description: Ordinary Group II Job 'Eurglne Job Number 201902 Design r PHIL FRANCE Jab Nemo TUKWILA VILLAGE BLDG A State CerIMcaboMloenseNumber 0061-0292-C Address l 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Bullring LEVEL 1 SOUTH COMMERCIAL SPACE Address 3 Drawing Name L 1 COMM CALC PLAN.cad System Remote Area(s) Most Ownanding Springer Data 14 K -Factor 51.00 at 13.270 Ocapenq Ordinary Group II Job Suffix Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area or Application 1500.00ft2 (Actual 1640.65ft2) ' Additiond Has Supplies &e Flow(gom) Number Of Spdddon Calculated 8 Coverage Per Spinder 256.00ft2 AutoPaak Results: Proun For Remote Armed') Adjacent To Most Remote Arm Left: 70.538 Right: 70.538 Tad Hose Streams 250.00 System Flow Demand 449.19 Tot Water Required (Inducing Han Allowance) 699.19 Manmum Pressure Unbelana in Loops 0.000 Maximum Vdodty Above Ground 22.64 between nodes 16 and 206 Maximum Velocity Under Ground 10.30 between nodes 5 and 4 Velums capacity of Wer pipes 812.14gal Volume apadty of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual (_ Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 250.00 85.000 20.000 3500.00 81.697 699.19 70.538 11.159 Contractor Contractor Number 22 Contact Name PHIL FRANCE Canted Mk Name of Contractor SUREFIRE SPRINKLER CORP. Phan 206-793-7688 Extension Address 1 POBOX 719 FAX Address 2 -. RAVENSDALE, WA. 98051 E..nd phil©surefiresprinkler.com Address 3 WebSite ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:19PM Page 1 PtA Node Analysis J Job Number: 201902 Report Description Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'4 S 70.538 449.19 201 308'-11 Spr(-13.270) 13.270 51.00 202 308'-11 Spr(-14.240) 14.240 52.83 203 308'-11 Spr(-17.373) 17.373 58.35 204 308'-11 Spr(-13.816) 13.816 52.04 205 308'-11 Spr(-14.823) 14.823 53.90 206 308'-11 Spr(-18.074) 18.074 59.52 207 308'-11 Spr(-18.159), PO(4'-0), C(4'-0) 18.159 59.66 208 308'-11 Spr(-19.542) 19.542 61.89 4 291'-4 BFP(-3.000) 65.844 13.942 14 308'-11 15 308'-11 P0(8'-0) 23.876 16 308'-11 P0(8'-0) 24.821 17 304'-9 PO(15'-0) 43.491 18 - 294'41,458.089 19 297'-lO% fT(31'-5'/4) 57.583 20 292'-7' PO(26'-4), C(26'-4) 60.595 21 308'-11 14.513 29 308'-11 PO(8'-0) 23.679 • • © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:21 PM Page 3 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:22PM Page 4 Hydraulic Analysis -, r Report Job Number: 201902 Descripti on Ordinary Group II -•.,L Pipe Type Diameter Flow Velocity HWC Friction Loss , Length 'Pressure Eq. Length Total Length Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ca Route 1 BL 1.6540 51.00 7.62 120 0.080055 8'-4% 8'-4° Pf 0.671 Pe Pv 201 14 308'-11 308'-11 51.00 14 13.270 13.942 Sprinkler BL 1.7280 51.00 6.98 120 0.064687 4'-7% 4'-7% Pf 0.298 Pe Pv 14 202 308'-11 308'-11 13.942 14.240 BL 1.7280 103.83 14.20 120 0.241000 13'-0 13'-0 Pf 3.133 Pe Pv 202 203 308'-11 308'-11 52.83 14 14.240 17.373 Sprinkler BL 1.7280 162.18 22.19 120 0.549961 3'-10 8'-0 11'-10 Pf 6.502 Pe Pv 203 15 308'-11 308'-11 58.35 14 17.373 23.876 Sprinkler, PO(V-0) CM 3.3340 283.73 10.43 120 0.063051 15'-0 15'-0 Pf 0.946 Pe Pv 15 16 308'-11 308'-11 121.55 23.876 24.821 Flow (q) from Route 3 CM 3.3340 449.19 16.51 120 0.147505 44'-4 70'-0 114'-4 Pf 16.865 Pe 1.805 Pv 16 17 308'-11 304'-9 165.46 24.821 43.491 Flow (q) from Route 2 fT(13'-0), 2fE(5'-0), T(15'-0), E(7'-0), BV(10'-0), PO(15'-0) ST 4.3100 449.19 9.88 120 0.042 42 171'-7% 67-2 238'-9% Pf 10.087 Pe 4.511 Pv 17 18 304'-9 294'-4%4 43.491 58.089 fT(16'-0 , 2BV(12'-0), 4fE(6'-9'/) ST 6.3570 449.19 4.54 120 0.006365 45'-10% 113'-2 159'-0% Pf 1.012 Pe -1.518 Pv 18 19 294'-4% 297-10% 58.089 57.583 2fT(31'-5%), 4fE(12'-7) ST 4.3100 449.19 9.88 120 0.042242 11'-0% 6'-9% 17-10 Pf 0.753 Pe 2.259 Pv 19 20 297-10% 292'-7% 57.583 60.595 fE(6'-9Y2) MS 4.2600 449.19 10.11 120 0.044712 3'-1 35'-9% 38'-101/2 Pf 4.683 Pe 0.566 Pv 20 4 292'-7% 291'-4 60.595 65.844 f(-0.000), BV(15'-9%), PO(20'-0), BFP(-3.000) UG 4.2200 449.19 10.30 140 0.038199 45'-0 26.-9% 71'-9% Pf 2.526 Pe 2.168 Pv 4 5 291'-4 286'-4 65.844 70.538 LtE(10'-0%), E(16-8%), S 250.00 Hose Allowance At Source 5 699.19 G. Route 2 BL 1.6540 52.04 7.77 120 0.083095 8'-4% 8'-4% Pf 0.697 Pe Pv 204 21 308'-11 308'-11 52.04 14 13.816 14.513 Sprinkler BL 1.7280 52.04 7.12 120 0.067143 4'-734 4'-7% Pf 0.310 Pe Pv 21 205 308'-11 308'-11 14.513 14.823 BL 1.7280 105.94 14.49 120 0.250126 13'-0 13'-0 Pf 3.252 Pe Pv 205 206 308'-11 308'-11 53.90 14 14.823 18.074 Sprinkler BL 1.7280 165.46 22.64 120 0.570667 3'-10 8'-0 11'-10 Pf 6.747 Pe Pv 206 16 308'-11 308'-11 59.52 14 18.074 24.821 Sprinkler, P0(8'-0) CO Route 3 BL 1.7280 59.66 8.16 120 0.086459 16'-0 16-0 Pf 1.383 Pe Pv 207 208 308'-11 308'-11 59.66 14 18.159 19.542 Sprinkler BL 1.7280 121.55 16.63 120 0.322552 4'-10 8'-0 12'-10 Pf 4.136 Pe Pv 208 29 308'-11 308'-11 61.89 14 19.542 23.679 Sprinkler, P0(8'-0) CM 3.3340 121.55 4.47 120 0.013140 15'-0 15'-0 Pf 0.197 Pe Pv 29 15 308'-11 308'-11 23.679 23.876 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier 1 ( Actual Inside Diameter )4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:22PM Page 4 i:074 64, 1;), Pipe Type Hydraulic Analysis Diameter Downstream Elevation Upstream Job Number: 201902 Report Description Ordinary Group 11 Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Eq. Length Total Lenjth Pressure Summary Fittings Legend AO Ami -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 Pr 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 900 cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLodc(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 Tum 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 Tum 900 Tr Tee Run IJ Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:22PM Page 5 Hydraulic Graph Job Number: 201902 Report Description: Ordinary Group II. R Water Supply at Node 5 An - Pressure, psi llrllilrrlirrllrrrllirli, w i llrrlririrliii-m iirlii m m i lirirrirlrllrrrrllrilitiirrirtllrrifllrri Static Pressure 85.000 \ 449.19 .19670.538 ' 699.19 with hose streams System demand curve .00 @ 20.000 mm1 111111111 111111111 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 l 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 LI 0100 14°° 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 Srills Pressure. 85.000 Residual : Pressure 20.000 @ 3500.00 Available Premium at Time of Tae 81.697 @ 699.19 System Demand 70.538 @ 449.19 System Demand (Including How Mayan at Source) 70.538 @ 699.19 (�+ m M.E.P.CAD, Inc. lg AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:11:20PM Page 2 1 Hydraulic Summary Job Number: 201902 Report.Descripbolt Ordinary Grouo I1 Job Job Number 201902 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A State Ce lifiaoonlliarns Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AFLI TFD Address 2 TUKWILA, WA. 98168 Job Sita9dedng LEVEL 1 NORTH COMMERCIAL SPACE Address 3 Drawing Name L 1 COMM CALC PLAN.cad System Remote Area(s) Most Demandng Spdnldr Data 5.6 K -Factor 21.45 at 14.672 Oceupency Ordinary Group 11 Job Suffix Hose Apowanoe At Source 250.00 Density 0.200gpm/ft2 Area d Application 1500.00ft2 (Actual 1078.98ft2) Addlonel Hose Supplies Node Flow(gpm) Number Of Sprinkles Decanted 12 Coverage Per Sprinkler 107.25ft2 AdoPeic Restate Pressure For Remote Neaps) AdpcaotTo Most Remote Area Left: 63.668 Right: 63.668 Total Hae Streams 250.00 System Flow Demand 298.64 Total Water Required (Inducing Hose Allowance) 548.64 Maximum Pressure Unbalance In Loops 0.000 Stedman Velocity Above Ground 24.18 between nodes 31 and 406 Maximum Velocity Under Ground 6.85 between nodes 5 and 4 Volume capacity of Wet Pipes 812.14gal Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) ' (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 250.00 85.000 20.000 3500.00 82.891 548.64 63.668 19.223 Contractor Contractor Number 22 Carted Name PHIL FRANCE Contact Tile Name of Contractor: SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E -mai phil©surefiresprinkler.com Address 3 WeRSte M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 2/7/2019 3:25:34PM Page 1 `1 ,' Node Analysis DJob Number: 201902 Repoescription Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 63.668 298.64 401 309'-01/4 Spr(-14.672) 14.672 21.45 402 309'-01h Spr(-15.559) 15.559 22.09 403 309'-0'/. Spr(-18.848) 18.848 24.31 404 309'-0Y4 Spr(-15.363) 15.363 '21.95 405 309'-01/4 Spr(-16.289) 16.289 22.60 406 309'-O% Spr(-19.721) 19.721 24.87 407 309'-0% Spr(-20.328) 20.328 25.25 408 _ 309'-0'/. Spr(-21.529)21.529 25.98 409 309'-O% Spr(-20.539) 20.539 25.38 ' 410 309'-01/4 Spr(-21.713) 21.713 26.09 411 309'-0%a Spr(-26.115) 26.115 28.62 412 309'-O% Spr(-28.778) 28.778 30.04 4 291'4 BFP(-3.000) 60.314 17 304'-9 P0(15'-0) 45.135 18 294'-4% 54.386 19 297'-10% fT(31'-5%) 53.344 , 20 292'-73A PO(26'-4), C(26-4) 55.957 30 308'-4% PO(V-0) 28.324 31 308'-41/4 PO(V-0) 29.594 32 308'-41/4 PO(5'-0) 31.498 33 308'-4% 35.345 34 308'-4% PO(5'-0) 27.586 35 308'4%. PO(5'-0) 27.820 36 308'-4%. PO(6'-0) 27.557 i ® M.E.P.CAD, Inc. J AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:25:36PM Page 3 ,;i4Hydraulic AnalysisIIJob Number: 201902 Report Description: Ordinary Group!! Pipe Type Diameter Flow Velocity , HWC Friction Loss Length Eq. Length Total Length 'Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ca Route 1 BL 1.0830 21.45 7.47 120 0.126810 7-0 Pf 0.888 401 309'-0Y. 21.45 5.6 14.672 Sprinkler Pe 402 309'-0' 15.559 7'-0 Pv BL 1.0830 43.54 15.16 120 0.469834 7'-0 Pf 3.289 402 309'-0Y4 22.09 5.6 15.559 Sprinkler pe 403 309'-0Y4 18.848 _ _ 7'-0 Pv BL 1.0830 67.85 23.63 120 1.067571 1'-7Y4 Pf 9.186 403 309'-0% 24.31 5.6 18.848 Sprinkler, 7'-0 Pe 0.290 30 308'-4Y4 28.324 E(2'-0), PO(5.-0) 8'-7% Pv CM 2.7050 199.18 11.12 - 120 0.090695 14'-0 Pf 1.270 30 308'-4% 131.32 28.324 Flow (q) from Route 3 Pe 31 308'-4% 29.594 14'-0 Pv CM 2.7050 268.60 15.00 120 0.157699 17-1 Pf 1.904 31 308'-4Y 69.42 29.594 Flow (q) from Route 2 Pe 32 - 308'-4%4 " - . 31.498 17-1 Pv CM 2.7050 298.64 16.67 120 0.191872 20'-0% Pf 3.847 32 308'-4% 30.04 31.498 Flow (q) from Route 6 Pe 33 308'-41h 35.345 20'-0% Pv CM 3.3340 298.64 10.97 120 0.069315 66'-9 Pf 8.230 33 308'-4Y4 35.345 57-0 Pe 1.560 17 304'-9 45.135 T(15.-0), E(7'-0), BV(10'-0), fE(5'-0), PO(15.-0) 118'-9 Pv ST 4.3100 298.64 6.57 120 0.019850 171'-7% Pf 4.740 17 304'-9 45.135 67'-2 Pe 4.511 18 294'-4Y4 54.386 fT(16'-0), 2BV(12-0), 4fE(6-91/2) 238'-9'/ Pv ST 6.3570 298.64 3.02 120 0.002991 45'-10% Pf 0.476 18 294'-434 54.386 113'-2 Pe -1.518 19 297'-10%4 53.344 2fT(31'-5%4), 4fE(12'-7) 159'-0'/4 Pv ST 4.3100 298.64 6.57 120 0.019850 11'-0% Pf 0.354 19 297'-10Y4 53.344 6'-91A Pe 2.259 20 292'-7% 55.957 IE(6'-91/4), 1T-10 Pv MS 4.2600 298.64 6.72 120 0.021011 3'-1 Pf 3.791 20 292'-7% 55.957 35'-9% Pe 0.566 4 291'4 60.314 f(-0.000), BV(15'-9Y:), PO(20'-0), BFP(-3.000) 38'-101/4 Pv UG 4.2200 298.64 6.85 140 0.01 540 45'-0 Pf 1.187 4 291'4 60.314 26-9'/. Pe 2.168 5 286'-4 63.668 LtE(10'-0Y:), E(16'-8%), S 71'-9%4 Pv 250.00 Hose Allowance At Source 5 548.64 ce Route 2 BL 1.0830 21.95 7.64 120 0.132329 7-0 Pf 0.926 404 309'-0Y4 21.95 5.6 15.363 Sprinkler Pe 405 309'-01h 16.289 7-0 Pv BL 1.0830 44.55 15.52 120 0.490237 7'-0 Pf 3.432 405 309'-0Y4 22.60 5.6 16.289 Sprinkler Pe 406 309'-O% 19.721 T-0 Pv BL 1.0830 69.42 24.18 120 1.113680 1'-7% Pf 9.582 406 309'-0Y4 24.87 5.6 19.721 Sprinkler, 7'-0 Pe 0.290 31 308'-4Y4 29.594 E(2'-0), PO(5.-0) 8'-7% Pv ce Route 3 BL 1.0830 25.25 8.79 120 0.171457 7'-0 Pf 1.200 407 309'-0% 25.25 5.6 20.328 Sprinkler pe 408 309'-0Y4 ` 21.529 T-0 Pv BL 1.0830 51.23 17.84 120 0.634843 7-1 Pf 5.766 408 309'-0Y4 25.98 5.6 21.529 Sprinkler, 7-0 Pe 0.290 34 308'4/4 27.586 E(2'-0) PO(5.-0) 9'-1 Pv CM 2.7050 79.85 4.46 120 0.0016 19 14'-0Y: Pf 0.235 34 308'41/4 28.62 27.586 Flow (q) from Route 5 Pe 35 308'-4Y4 27.820 14'-0Y: Pv CM 2.7050 131.32 7.33 120 0.041969 12'-0 Pf 0.504 35 308'-4Y4 51.47 27.820 Flow (q) from Route 4 Pe 30 308'-414 28.324 17-0 Pv CO Route 4 BL 1.0830, 25.38 8.84 120 0.173101 6-9Y4 Pf 1.174 409 309'-0Y4 25.38 5.6 20.539 Sprinkler pe 410 309'-O% 21.713 6-9%4 Pv BL 1.0830 51.47 17.93 120 0.640391 7-1 Pf 5.817 410 309'-0% 26.09 5.6 21.713 Sprinkler, T-0 Pe 0.290 35 308'-4% 27.820 E(2'-0), PO(5.-0) 9'4 Pv = Route 5 /s, ® M.E.P.CAD, Inc. f AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:25:37PM Page 4 y Hydraulic Analysis II• , Job Number: 201902 Description Ordinary Group 11 Report • Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length 'Pressure Summary Downstream Elevation • Discharge K-Factor Pt Pn Fittings Upstream i BL 1.4180 28.62 5.81 120 0.058179 4'-9% 15'-0 19'-9% Pf 1.151 Pe 0.290 Pv 411 309.-0% 28.62 5.6 26.115 Sprinkler, 36 308'-434 27.557 T(6'-0), E(3'-0), P0(6'-0) CM 2.7050 28.62 1.60 120 0.002505 11'-3% 11'-3% Pf 0.028 Pe Pv 36 308'-4%. 27.557 34 308'-4% 27.586 ca Route 6 BL 1.0830 30.04 10.46 120 0.236475 3'-3% T-0 10'-3Y4 Pf 2.430 Pe 0.290 Pv 412 309'-O% 30.04 5.6 28.778 Sprinkler, 32 308'-4Y4 31.498 E(2'-0), P0(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) \C Value Multiplier 11 Actual Inside Diameter )4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter Pipe Type Legend Units Legend Fittings Legend AO Ami-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 Inch Elevation Foot - Flow gpm Discharge gpm Velocity fps Pressure psi • . - Length Foot Friction Loss psi/Foot HWC- 'Hazen-Williams Constant . Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points - Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaN Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeN Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow - , • - .. , . - — ' . - - - Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FNFloating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z -Cap pd, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:25:37PM Page 5 iHvdrauiic Graph Job Number: 201902 J� Report Description Ordinary Group II Water Supply at Node 5 ,Nl Pressure, psi D o 8 8 $ 8 8 0 S `8 f 1ii,iii,,iIiiii,i,itt11111111111111111 itt111111 1 1,11 illi 11111111111t iiii11111111 11 111111111 111 Static Pressure 85.000 298.64 4.548.64 @ 63.668` with hose streams System demand curve .00 @i 20.000 11111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1_1 1 1 1 1. 1_1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 0,00 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm HydreW c Graph Water Supply at Node 5 Static Pressure 85.000 Residual: Pressure — 20.000 @ 3500.00 Available Pressure et Timed Test 82.891 @ 548.64 System Demand 63.668 @ 298.64 System Demand (Indudnp Has Ppoeance et Source) 63.668 @ 548.64 , ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/7/2019 3:25:35PM Page 2 ;Hydraulic Summary • Job Number: 201902 J—sL L Report Description: Residential Job Job Number • 201902 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A State CerlMcatlonAJcw.Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job SltdBu*dng LEVEL 1 EAST LOFT RES UNITS Address 3 Drawing Nome L 1 RES LOFT CALC PLAN.cad System Remote Area(s) Most Damming Wieder Data 4.9 K -Factor 17.00 at 12.037 Occ Penal Residential Job Suffix Har Mowanca At Source 250.00 Density 0.100gpm/ft2 Area of Application 900.00ft2 (Actual 94.19ft2) Addtlond Hose Supplies Node Flow(aom) Number Of Spinners Calculated 4 Coverage Par Sprinkler 170.17ft2 ludoPsak Results: Pressure For Renate Areas) Agacafd To Most Remote Area Left: 65.436 y Total Hese Streams 250.00 System Flow Demand 75.93 Total Water Required (Inducing NoseMoweros) 325.93 Maidmum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 17.90 between nodes 25 and 24 Medmum Velocity Under Ground 1.74 between nodes 5 and 4 Volume capacity of Wal Pipes 812.13gal Volume capacity d ON Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 250.00 85.000 20.000 3500.00 84.195 325.93 73.878 10.317 Contractor Contractor NumberCanted 22 Name PHIL FRANCE CamadTltle Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 P O BOX 719 FAX Address2 RAVENSDALE, WA. 98051 E-mail _ phil@surefiresprinkler.com Address 3 Web -SW M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:25:31 PM Page 1 F7 01.11 Node Analysis 1Job Number: 201902 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 73.878 75.93 301 300'-8 Spr(-12.037) 12.037 17.00 302 300'-8 Spr(-12.420) 12.420 17.27 303 300'-8 Spr(-14.815) Spr(-21.661) BFP(-6.000) P0(15'-0) 14.815 21.661 71.616 59.294 18.86 22.81 304 309'-2 4 291'-4 17 304'-9 18 294'-4Y4 64.181 19 297'-10% fT(31'-514) 62.700 20 292'-7% PO(26'-4), C(26'-4) E(2'-0) 64.987 12.600 22 301'-2 23 301'-2 T(4'-0), Tr(1'-0) 13.650 24 301'-2 7(5'-0) 16.614 25 309'-8 E(7'-0) 22.752 26 309'-8 T(6'-0'/), Tr(1'-0) 23.771 27 309'-8 T(6'-0) 43.471 28 309'-8 cplg(1'-0) 44.610 33 308'-4Y4 57.080 37 308'-4'A PO(8'-0) 56.611 38 301'-2 E(2'-0) - 15.544 • ,, ®M.E.P.CAD, Inc. g AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:23:53PM Page 1 �rjr u5�0� ' Hydraulic Analysis Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings c= Route 1 DR 0.8240 17.00 10.23 120 0.312189 0'-6 2'-0 2'-6 Pf 0.780 Pe -0.217 Pv 301 22 300'-8 17.00 4.9 301'-2 12.037 12.600 Sprinkler, E(2'-0) BL 1.1010 17.00 5.73 150 0.050373 17-10 8'-0 20'-10 Pf 1.049 Pe Pv 22 23 301'-2 301'-2 12.600 13.650 E(7'-0), Tr(1'-0) BL 1.1010 34.27 11.55 150 0.184257 4'-1 12'-0 16-1 Pf 2.965 Pe Pv 23 24 301'-2 17.27 301'-2 13.650 16.614 Flow (q) from Route 2 E(7'-0), T(5'-0) BL 1.1010 53.13 17.90 150 0.414696 9'-8'/4 14'-0 23'-8'/4 Pf 9.822 Pe -3.685 Pv 24 25 301'-2 18.86 309'-8 16.614 22.752 Flow (q) from Route 3 2E(7-0) BL 1.3940 53.13 11.17 150 0.1 1424 5'-9 2'-0 7'-9 Pf 1.020 Pe Pv 25 26 ' 309'-8 309'-8 22.752 23.771 2Tr(1'-0) BL 1.3940 75.93 15.96 150 0.254462 62'-5 15'-0 7T-5 Pf 19.699 Pe Pv 26 27 309'-8 22.81 309'-8 23.771 43.471 Flow (q) from Route 4 9Tr(1'-0), T(6'-0) BL 1.5980 75.93 12.15 150 0.130847 7'-8% V-0 8'-8'% Pf 1.140 Pe Pv 27 28 309'-8 309'-8 43.471 44.610 cpig(1'-0) BL 1.7280 75.93 10.39 120 6135091 68'-7 16'-0 84'-7 Pf 11.427 Pe 0.574 Pv 28 37 309'-8 308'-4%4 44.610 56.611 2E(4'-0), PO(8'-0) CM 2.7050 75.93 4.24 120 0.015234 30'-10'/4 30'-10% Pf 0.470 Pe Pv 37 33 308'-4'/4 308'-4'/4 56.611 57.080 CM 3.3340 75.93 2.79 120 0.005503 66'-9 52'-0 118'-9 Pf 0.653 Pe 1.560 Pv 33 17 308'-4'/4 304'-9 57.080 59.294 T(15'-0), E(7'-0), BV(10'-0), fE(5'-0), PO(15'-0) ST 4.3100 75.93 1.67 120 0.001576 171'-7% 67-2 238'-9% Pf 0.376 Pe 4.511 Pv 17 18 304'-9 294'-4% 59.294 64.181 fT(16'-0), 2BV(12-0), 4fE(6'-9'/) ST 6.3570 75.93 0.77 120 0.000237 45'-10% 113'-2 159'-0'/4 Pf 0.038 Pe -1.518 Pv 18 19 294'-4'/4 297'-10'/4 64.181 62.700 2fT(31'-5%4), 4fE(12'-7) ST 4.3100 75.93 1.67 120 0.0 1576 11'-0% 6'-934 17-10 Pf 0.028 Pe 2.259 Pv 19 20 297'-10'/4 292'-7% 62.700 64.987 fE(6'-9'/z) MS 4.2600 75.93 1.71 120 0.001668 3'-1 35'-9% 38'-10% Pf 6.063 Pe 0.566 Pv 20 4 292'-7'/4 291'-4 64.987 71.616 f(-0.000), BV(15'-9'/:), PO(20'-0), BFP(-6.000) UG 4.2200 75.93 1.74 140 0.001313 45'-0 26'-9'/4 71'-9%4 Pf 0.094 Pe 2.168 Pv 4 5 291'-4 286-4 71.616 73.878 LtE(10'-0%), E(16-8%), S 250.00 Hose Allowance At Source 5 325.93 ca Route 2 DR 0.8240 17.27 10.39 120 0.321377 0'-6 4'-0 4'-6 Pf 1.446 Pe -0.217 Pv 302 23 300'-8 17.27 4.9 301'-2 12.420 13.650 Sprinkler, T(4'-0) c= Route 3 DR 0.8240 18.86 11.35 120 0.378319 0'-6 2'-0 7-6 Pf 0.946 Pe -0.217 Pv 303 38 300'-8 18.86 4.9 301'-2 14.815 15.544 Sprinkler, E(2'-0) BL 1.1010 18.86 6.36 150 0.0611)43 5'-6'/4 12'-0 1T-6'/4 Pf 1.070 Pe Pv 38 24 301'-2 301'-2 15.544 16.614 E(T-0), T(5'-0) 4.* Route 4 DR 0.8240 22.81 13.72 150 0.355776 0'-6 6'-0'/ 6'-6'/ Pf 2.327 Pe -0.217 Pv 304 26 309'-2 22.81 4.9 309'-8 21.661 23.771 Sprinkler, T(6'-0'/) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4.87 = Factor Value Of C 100 Muftiplying Factor 0.713 130 140 150 1.16 1.33 1.51 . Schedule 40 Steel Pipe Inside Diameter / M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:23:54PM Page 2 Pipe Type Wfr P4 Hydraulic Analysis 1 Diameter Flow Downstream Bevation Upstream Job Number: 201902 Report Description: Residential Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legene Units Legend Length Eq. Length Total Length Fittings Legend Pressure Summary ti 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 ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE flg FN fT 9 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'W Elbow 22W 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 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 Wirsbo Water Meter Valve Cap © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:23:54PM Page 3 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:25:32PM Page 2 Hydraulic Graph Job Number,: 201902 Report Description: Residential -�+ i Water Supply at Node 5 eM Pressure, psi Iii,if,,,iliiiriiiiilit;irriiilaa,ri,,ril,i,iiiciiliii,.. h.,, i „ til ,,,.. , l,ir,yriiiliiitiiiiil Static Pressure 85.000 75.93 325.93 p73.878 with hose streams . System demand curve .00 @ 20.000 1 ®LII1111111 111111111 1 1 1 (1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ( 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0700 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Green' Water Supply at Node 5 Statim Prawre 85.000 Re&dual: Pressure 20.000 @ 3500.00 Avadade Pressure M Time of Test 84.195 @ 325.93 System Demand 73.878 @ 75.93 System Demand (Including Nese PSowance M Source) 73.878 @ 325.93 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 1:25:32PM Page 2 �`�%' Hydraulic Summary Job Number: 201902 Report Description: Residential Job Job Number 201902 benign Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A State Certification/Liana Number 0061-0292-C Addeas1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Sltel9rildng LEVEL 4 NORTH RES UNITS Address Drawing Name RES LEVELS CALC PLAN.cad System Remote Area(s) MW Demandng Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Occupancy Residential Job Suffix Hose Agawam* A<Source 100.000.100gpm/ft2 Density Area at Application 900.00ft2 (Actual 152.41ft2) Addtlans! Hae Supplies Nig Flow(gpm) Number Of Sprinkler Calculated 4 Coverage Per Sprinkler 170.09ft2 AutoPwk Results: Prewar For Remote Areas) Adjacent To Most Remote Area Total Has Streams 100.00 System Flow Demand 68.75 Taal Warr Required (Including Hae ARowana) 168.75 Maximum Pressure Unbalena In Loops 0.000 Maximum Velocity Above Ground 14.45 between nodes 9 and 8 Maximum Velody Under Ground 1.58 between nodes 5 and 4 Volume apathy of Wet Pips 700.92ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.762 168.75 73.920 10.841 Contractor Contractor Number 22 Contact Name PHIL FRANCE Contact Title Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 6deaeion Add/sal P O BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 &mew phil@surefiresprinkler.com Address 3 Web -Sits M.E.P.CAD, Inc. cJ AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:23AM Page 1 VV.' 7 l!,i3101 Node Analysis • Numbet: 201902 Report Description: escription Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 73.920 68.75 901 339'-2 Spr(-12.037) 12.037 17.00 902 339'-2 Spr(-12.037) 12.037 17.00 903 339'-2 Spr(-12.509) 12.509 17.33 904 339'-2 Spr(-12.643) 12.643 17.42 4 291'-4 BFP(-6.000) T(5'-0), Tr(V-0) 71.674 22.923 6 339'-8 7 339'-8 T(5'-0), Tr(1'-0) 23.449 8 339'-8 T(6'-0), Tr(1'-0) 24.608 9 339'-8 C(6'-0) 36.538 10 339'-8 Tr(1'-0), C(5'-0) T(5'-0), Tr(1'-0) 37.426 38.646 11 339'-8 12 339'-8 C(5'-0), Tr(1'-0) 41.186 13 339'-8 cplg(1'-0) P0(10'-0) 42.859 47.926 14 331'-3 16 339'-8 Tr(1'-0), T(5'-0) 21.398 17 339'-8 Tr(1'-0), T(5'-0) 20.951 18 294'-4% 64.260 19 297'-101% fT(31'-5Y4) 62.774 20 292'-7% PO(26'-4), C(26-4) 65.056 21 339'-8 Tr(1'-0), C(5'-0) 36.631 22 339'-8 C(5'-0), Tr(1'-0) 36.938 23 339'-8 T(5'-0) 37.389 24 339'-8 T(5'-0), Tr(V-0) 37.596 25 339'-8 Tr(1'-0), T(5'-0) 37.871 26 339'-8 T(5'-0), Tr(1'-0) 36.900 27 339'-8 C(5'-0) 36.686 28 339'-8 T(5'-0) 18.301 29 339'-8 T(5'-0), Tr(1'-0) 21.120 30 339'-8 Tr(1'-0), T(5'-0) 16.341 31 339'-8 T(5'-0), Tr(V-0) 18.329 32 339'-8 T(5'-0), Tr(V-0) 16.492 33 339'-8 Tr(1'-0), T(5'-0) 19.729 34 339'-8 T(3'-0) 12.363 35 339'-8 T(3'-0), Tr(1'-0) 12.363 36 339'-8 T(3'-0), Tr(V-0) .. 12.855 37 339'-8 T(3'-0), Tr(1'-0) 12.994 m M.E.P.CAD, Inc. a AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:24AM Page 3 pl-4{ Hydraulic AnalysisJob Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings Qv Route 1 DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 0.543 901 339'-2 17.00 4.9 12.037 Sprinkler, 3'-0 Pe -0.217 34 339'-8 12.363 _ T(3'-0) 3'-0 Pv BL 1.1010 0.33 0.11 150 0.000034 14'-8% Pf 0.001 34 339'-8 12.363 1'-0 Pe 35 339'-8 12.363 Tr(1'-0) 15'-8% Pv BL 1.1010 17.33 5.84 150 0.052183 8'-5 Pf 0.491 35 339'-8 17.00 12.363 Flow (q) from Route 2 1'-0 Pe 36 339'-8 12.855 Tr(1'-0) g'-5 Pv BL 1.1010 34.66 11.68 150 0.188147 11'-4 Pf 3.638 36 339'-8 17.33 12.855 _ Flow (q) from Route 3 8'-0 Pe 32 339'-8 16.492 _ E(7-0), Tr(1'-0) 19'-4 Pv BL 1.1010 38.20 12.87 150 0.225299 7'-1% Pf 1.837 32 339'-8 3.55 16.492 Flow (q) from Route 14 1'-0 Pe 31 339'-8 18.329 Tr(1'-0) 8'-1% Pv BL 1.1010 39.69 13.37 150 0.241734 5'-9% Pf 1.400 31 339'-8 1.48 18.329 Flow (q) from Route 12 pe 33 339'-8 19.729 5'-9'/2 Pv BL 1.1010 12.02 4.05 150 0.026516 43'-5'/4 Pf 1.391 33 339'-8 19.729 T(5'-0) 9'-0 Pe 29 339'-8 21.120 4Tr(1'-0) 52'-5'/4 Pv BL 1.3940 41.09 8.64 150 0.081683 30'-8% Pf 3.488 29 339'-8 29.07 21.120 Flow (q) from Route 4 12'-0 Pe 8 339'-8 24.608 6Tr(1'-0), T(6'-0) 47-8% Pv BL 1.3940 68.75 14.45 150 0.2 1742 44'-4 Pf 11.930 8 339'-8 27.67 24.608 Flow (q) from Route 10 12'-0 Pe 9 339'-8 36.538 4Tr(1'-0), EE(2'-0), C(6-0) 56-4 Pv BL 1.3940 56.11 11.80 150 0.145412 6-1'/4 Pf 0.889 9 339'-8 36.538 Pe 10 339'-8 37.426 6'-1'/4 Pv BL 1.3940 53.92 11.34 150 0.135080 7'-0'/4 Pf 1.220 10 33W-8 37.426 Tr(1'-0) 2'-0 Pe 11 339'-8 38.646 Tr(1'-0) 9'-0+/4 Pv BL 1.3940 58.89 12.38 150 0.158977 8'-11% Pf 2.540 11 339'-8 4.96 38.646 Flow (q) from Route 18 7-0 Pe 12 339'-8 41.186 Tr(1'-0), C(6-0) 15'-11% Pv BL 1.3940 68.75 14.45 150 0.11 42 6'-10% Pf 1.673 12 339'4 9.87 41.186 Flow (q) from Route 5 1'-0 Pe 13 339'-8 - 42.859 cpl 1'-0) 7'-10+/4 Pv BL 2.2030 68.75 5.79 120 0.634448 11'-9 Pf 1.421 13 339'-8 42.859 29'-6 Pe 3.646 14 331'-3 47.926 2E(5'-0), BV(6-0), fE(3'-6), POGO'-0) 41'-3 Pv ST 4.3100 68.75 1.51 120 0.001311 188'-5'/2 Pf 0.335 14 331'-3 47.926 67'-2 Pe 15.999 18 294'-4% 64.260 fT(16'-0), 2BV(12'-0), 4fE(6-9%) 255'-7'/ Pv ST 6.3570 68.75 0.69 120 0.000198 45'-10% Pf 0.031 18 294'-4'/4 64.260 113'-2 Pe -1.518 19 29T-10'/4 62.774 2fT 31'-5'/.), 4fE(12'-7) 159'-O% Pv ST 4.3100 68.75 1.51 120 0.001311 11'-0'/2 Pf 0.023 19 297'-10% 62.774 6'-9'% Pe 2.259 20 292'-7% 65.056 fE(6'-9%) 17'-10 Pv MS 4.2600 68.75 1.55 120 0.001388 3'-1 Pf 6.052 20 292'-7% 65.056 35'-9%2 Pe 0.566 4 291'-4 71.674 f(-0.000), BV(15'-9'/), PO(20'-0), BFP(-6.000) 38'-10Y Pv UG 4.2200 68.75 1.58 140 0.001093 45'-0 Pf 0.078 4 291'-4 71.674 26-9%4 Pe 2.168 5 286'-4 73.920 LtE(10'-0%2), E(16'-8%), S 71'-9%4 Pv 100.00 Hose Allowance At Source 5 168.75 a Route 2 DR 0.8740 17.00 9.09 150 0.155080 0,-6 Pf 0.543 902 339'-2 17.00 4.9 12.037 Sprinkler, 3'-0 Pe -0.217 35 339'-8 12.363 T(3'-0) 3'{ Pv u• Route 3 DR 0.8740 17.33 9.27 150 0.160694 0'-6 Pf 0.562 903 339'-2 17.33 4.9 12.509 Sprinkler, 3'-0 Pe -0.217 36 339'-8 12.855 T(3'-0) 3'-6 Pv = Route 4 ib, © M.E.P.CAD, Inc. f3 AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:26AM Page 4 i`a' R'ydraulic H Analysis I Job Number: 201902 Report Description Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings DR 0.8740 17.42 9.32 150 0.162288 0'-6 Pf 0.568 904 339'-2 17.42 4.9 12.643 Sprinkler, 3'-0 Pe -0.217 37 339'-8 12.994 T(3'-0) 3'-6 Pv BL 1.1010 34.10 11.49 150 0.182542 11'-4 Pf 3.347 37 339'-8 16.67 12.994 Flow (q) from Route 15 7'-0 Pe 30 339'-8 16.341 E(7'-O) 18'-4 Pv BL 1.1010 30.55 10.30 150 0.148 83 7'-1' Pf 1.960 30 339'-8 16.341 Tr(1'-)) - 6'-0 Pe 28 339'-8 18.301 T(5'-)) 13'-1% Pv BL 1.1010 29.07 9.80 150 0.135889 10'-9 Pf 2.819 28 339'-8 18.301 10'-0 Pe 29 339'4 21.120 27(5'-0) 20'-9 Pv Route 5 BL 1.1010 7.24 2.44 150 0.010384 8'-11'/4 Pf 0.093 9 339'-8 . 36.538 Pe 21 339'-8 36.631 8'-11% Pv BL 1.1010 2.78 0.94 150 0.001772 145'-5% Pf 0.307 21 339'-8 36.631 C(5'-0) 28'-0 Pe 22 339'-8 36.938 18Tr(1'-0), C(5'-0) 173'-5% Pv BL 1.1010 7.24 2.44 150 0.010384 31'-4% Pf 0.451 22 339'-8 4.46 36.938 Flow (q) from Route 7 12'-0 Pe 23 339'-8 37.389 2T(5'-0), 2Tr(1'-0) 43'-4% Pv BL 1.1010 12.64 4.26 150 0.029110 6'-1Y4 Pf 0.207 23 339'-8 5.40 37.389 . Flow (q) from Route 6 1'-0 Pe 24 339'-8 37.596 Tr(V-0) T-1% Pv BL 1.1010 14.83 5.00 150 0.39 31 7'-0'h Pf 0.275 24 339'-8 2.19 37.596 Flow (q) from Route 13 Pe 25 339'-8 37.871 7'-O% Pv BL 1.1010 9.87 3.33 150 0.018414 135'-01/2 Pf 3.315 25 339'-8 37.871 Tr(1'-)) 45'-O Pe 12 339'-8 41.186 4E(7'-)), 11Tr(1'-0), T(5'-0) 180'-0'h Pv a Route 6••••• BL 1.1010 5.40 1.82 150 0.006035 123'-O% Pf 0.851 9 339'-8 36.538 C(5'-)) 18'-0 Pe 23 339'-8 37.389 8Tr(1'-0), T(5'-0) 141'-0% Pv ca Route 7 BL 1.1010 4.46 1.50 150 0.004231 7'-0Y4 Pf 0.038 26 339'-8 2.31 36.900 Flow (q) from Route 8 2'-0 Pe 22 339'-8 36.938 2Tr(1'-0) 9'-0'% Pv Route 8•••+• BL 1.1010 4.46 1.50 150 0.064231 - 7'-0Y4 Pf 0.055 21 339'-8 36.631 Tr(V-0) 6'-0 Pe 27 339'-8 36.686 C(5'-0) 13'-0'/4 Pv BL 1.1010 2.31 0.78 150 0.001/55 145'-5% Pf 0.214 27 339'-8 36.686 25'-0 Pe 26 339'-8 36.900 20Tr(1'-0), T(5'-0) 170'-5% Pv ca. Route 9 BL 1.1010 2.15 0.72 150 0.001095 166'-534 Pf 0.214 27 339'-8 36.686 C(5'-0) 29'-0 Pe 26 339'-8 36.900 2T(5'-)), 14Tr(1'-0) 195'-5Y4 Pv co Route 10 BL 1.1010 11.18 3.77 150 0.023199 74'-7% Pf 2.497 17 339'-8 _ .27.67 20.951 T(5'-)), Flow (q) from Route 16 33'-0 Pe 7 339'-8 23.449 9Tr(1'-0), 2E(7'-0), T(5'-0) 107'-T/+ Pv BL 1.1010 27.67 9.32 150 0.124032 8'x4 Pf 1.159 7 339'-8 16.49 23.449 Flow (q) from Route 11 1'-0 Pe 8 339'-8. 24.608 Tr(V-0) 9'-41/4 Pv ca Route 11 BL 1.1010 16.49 5.56 150 0.047605 8'-4% Pf 0.446 17 339'-8 27.67 20.951 Tr(1'-0), Flow (q) from Route 16 1'-0 Pe 16 339'-8 21.398 9'-4% Pv BL 1.1010 8.35 2.81 150 0.013517 90'-10% Pf 1.526 16 339'-8 21.398 Tr(1'-0) 22'-0 Pe 6 339'=8 - 22.923 E(7'-)), 9Tr(1'-0), T(5'-)) 112'-10% Pv BL 1.1010 16.49 5.56 150 0.047605 9'-0% Pf 0.525 6 339'-8 8.14 22.923 Flow (q) from Route 17 2'-0 Pe 7 339'-8 23.449 2Tr(1'-0) 11'-0% Pv cA Route 12 BL 1.1010 1.48 0.50 150 0.000552 38'-5% Pf 0.028 28 339'-8 18.301 13'-0 Pe 31 339'-8 18.329 8Tr(1'-0), T(5'-0) 51'-5% Pv o Route 13 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:26AM Page 5 (..eiHydraulicAnalysis IIJob Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity i HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings BL 1.1010 2.19 0.74 150 0.001138 1231.0'/. 26'-0 149'-0% Pf 0.170 Pe Pv 10 339'-8 37.426 24 339'-8 37.596 C(5'-0) - 16Tr(1'-0), T(5'-0) C0 Route 14 BL 1.1010 3.55 1.19 150 0.002772 38'-5% 16'-0 54-5'/ Pf 0.151 Pe Pv 30 339'-8 16.341 32 339'-8 16.492 T(5'-0) 6Tr(1'-0), T(5'-0) Ea Route 15 BL 1.1010 16.67 5.62 150 0.048594 12-0 1'-0 13'-0 Pf 0.632 Pe Pv 34 339'-8 12.363 37 339'-8 12.994 Tr(1'-0) ® Route 16 BL 1.1010 27.67 9.32 150 0.124032 8'-10% 1'-0 9'-101h Pf 1.222 Pe Pv 33 339'-8 19.729 17 339'-8 20.951 Tr(1'-0) ch Route 17 BL 1.1010 8.14 2.74 150 0.012897 76-3% 42'-0 118'-3Y Pf 1.526 Pe Pv 16 339'-8 21.398 6 339'-8 22.923 T(5'-0) 8Tr(1'-0), 2E(T-0), 3T(5'-0) ch Route 18 BL 1.1010 4.96 1.67 150 0.005165 123'-03/4 27'-0 150'-0% Pf 0.775 Pe Pv 25 339'-8 37.871 11 339'-8 38.646 T(5'-0) 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4.87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / &,(t) M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:26AM Page 6 Pipe Type wri. pi Hydraulic Analysis 1 Diameter Flow Downstream Elevation Upstream Job Number: 201902 Report Description Residential Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend 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 cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PTV 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 11W Elbow 22W 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 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 Wirsbo Water Meter Valve Cap m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:26AM Page 7 IHvdrauiic Graph Job Number: 201902 .1:1:1::S; ti \ Report Description: Residential Water Supply at Node 5 1M Pressure, psi 1111111t-,111i,i-111,11i,111i1,11,1,11,,11.11111,1,11111.111111.1111111.111,11iimilt,11.11 Static Pressure 85.000 68.75f 168.75w 73.920 ith hose streams _ \\ System demand curve .00 @ 20.000 M 111111111 (11111111 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 I 1 1 1 1 1 1 1 1 1 I I I I I I I I I V 0,00 1400 2100 2800 3500 4200 4.900 5600 6300 7000 Water flow, gpm Hydraulic Greph Water Supply at Node 5 Static Pressure 85.000 Regional: Pressure 20.000 @ 3500.00 Avadatle Pressure et Time or Teat 84.762 @ 168.75 System Demand 73.920 @ 68.75 System Demand (Including Home Nwnnce st Source) 73.920 @ 168.75 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:38:24AM Page 2 a,'=,�~ Hydraulic Summary I Job Number: 201902 Report.Description: Residential Job Job Number 201902 Daman Enrner PHIL.FRANCE, Job Name: TUKWILA VILLAGE BLDG A State CertMcA0nAlcanseNumbr 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AM TFD Address 2 TUKWILA, WA. 98168 Job Slte/Buddng LEVEL 4 SOUTH RES UNITS Address 3 DrrMng Name RES LEVELS CALC PLAN.cad System Remote Area(s) Moat Demanding Spdngsr Data 4.9 K -Factor 17.00 at 12.037 Ooapanq Residential Job SuIRx Hose Allowance At Source 100.00 Density 0.100gpm/ t2 Area of Apolcatlon 900.00ft2 (Actual 175.70ft2) Addtlond Hose Supplies Node Flow(gom) Number Of Spdnldwa Calculated 4 Coverage Per Spdnldr 170.09ft2 MtoPeak Results: Pressure For Remote Ara(a) A 4acrdTo Most Remote At.. Left: 74.283 Right: 74.125 r Total Hese Sbeems 100.00 System Row Demand 68.83 Tads Water Required (Inducing Hese Atlames) 168.83 Madmum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 14.79 between nodes 8 and 7 Medmum Vdodty Under Ground 1.58 between nodes 5 and 4 Volume capacity of Wr Pipes 700.92ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) - (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.762 • 168.83 74.600 10.162 Contractor Contractor NumberCort.UName PHIL FRANCE Contact Title Named Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Eutouden Address 1 P O BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Email phil@surefiresprinkler.com Address 3 Web•Sde ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:20AM Page 1 iel-: e Node Analysis Job Number: 201902 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 74.600 68.83 801 339'-2 Spr(-12.037) 12.037 17.00 802 339'-2 Spr(-12.039) 12.039 17.00 803 339'-2 Spr(-12.604) 12.604 17.40 804 33g-2 Spr(-12.655) 12.655 17.43 1 339'-8 T(3'-0) T(3'-0), Tr(V-0) 12.363 12.365 2 339'-8 3 339'-8 T(3'-0), Tr(V-0) 13.007 4 291'-4 BFP(-6.000) 72.353 6 _ 339'-8 . T(5'-0), Tr(V-0) 20.158 7 339'-8 T(5'-0), Tr(1'-0) 22.524 8 339'-8 T(6'-0), Tr(V-0) 25.246 9 339'-8 C(6'-0) 37.200 10 339'-8 Tr(1'-0), C(5'-0) T(5'-0), Tr(1'-0) 38.091 39.313 . 11 339'-8 12 13 339'-8 339'-8 C(5'-0), Tr(V-0) cplg(1'-0) 41.858 43.534 14 331'-3 P0(10'-0) 48.604 15 339'-8 T(3'-0), Tr(1'-0) 12.953 16 339'-8 Tr(1'-0), T(5'-0) 20.060 17 339'-8 Tr(1'-0), T(5'-0) 21.551 18 294'-4% 64.939 19 29T-10% fT(31'-5'h) 63.453 20 292'-7' PO(26'-4), C(26'-4) 65.735 21 339'-8 Tr(1'-0), C(5'-0) 37.294 22 339'-8 C(5'-0), Tr(1'-0) 37.602 23 339'-8 T(5`-0) 38.053 24 339'-8 T(5'-0), Tr(V-0) 38.261 25 339'-8 Tr(1'-0), T(5'-0) 38.536 26 339'-8 T(5'-0), Tr(V-0) 37.563 27 339'-8 C(5'-0) 37.349 28 339'-8 T(5'-0), Tr(1'-0) 23.197 29 339'-8 T(5'-0), Tr(1'-0) 23.862 30 339'-8 T(5'-0), Tr(V-0) 23.077 31 339'-8 Tr(1'-0), T(5'-0) 22.776 32 339'-8 T(5'-0) 22.906 33 339'-8 Tr(1'-0), T(5'-0) 22.559 fb!, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:22AM Page 3 v, '..m-1. Hydraulic Analysis ^ 1 Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 0.543 801 339'-2 17.00 4.9 12.037 Sprinkler, 3'-0 Pe -0.217 1 339'-8 12.363 T(3'-0) 3'-6 Pv BL 1.1010 0.91 0.31 150 0.000223 81-4% Pf 0.002 1 339'-8 12.363 1'-0 Pe 2 339'-8 12.365 Tr(1'-0) 9'-4% Pv BL 1.1010 17.91 6.04 150 0.055472 10'-7 Pf 0.642 2 339'-8 17.00 12.365 Flow (q) from Route 2 1'-0 Pe 3 339'-8 13.007 Tr(V-0) 11'-7 Pv BL 1.1010 35.34 11.91 150 0.19566 28'-8 Pf 7.151 3 339'-8 17.43 13.007 Flow (q) from Route 4 8'-0 Pe 6 339'-8 20.158 3Tr(1'-0), T(5'-0) 36'-8 Pv BL 1.1010 37.18 12.53 150 0.214305 9'-0%z Pf 2.365 6 339'-8 1.84 20.158 Flow (q) from Route 19 2'-0 Pe 7 339'-8 22.524 2Tr(1'-0) 11'-O% Pv BL 1.1010 43.90 14.79 150 0.291353 8'-4%. Pf 2.723 7 339'-8 6.72 22.524 Flow (q) from Route 3 1'-0 Pe 8 339'-8 25.246 Tr(V-0) 9'-434 Pv BL 1.3940 68.83 14.47 150 0.212170 44'-4 Pf 11.954 8 339'-8 24.93 25.246 Flow (q) from Route 10 12'-0 Pe 9 339'-8 37.200 4Tr(1'-0), EE(2'-0), C(6'-0) 56'-4 Pv BL 1.3940 56.18 11.81 150 0.1 5795 6'-1'/. Pf 0.890 9 339'-8 37.200 Pe 10 339'-8 38.091 6'-1'/. Pv BL 1.3940 53.98 11.35 150 0.135352 7'-0'/. Pt 1.222 10 339'-8 38.091 Tr(V-0) 2'-0 Pe 11 339'-8 39.313 Tr(V-0) 9'-0%. Pv BL 1.3940 58.95 12.39 150 0.159 98 8'-11% Pf 2.545 11 339'-8 4.97 39.313 Flow (q) from Route 20 7-0 Pe 12 339'-8 41.858 Tr(1'-0), C(6-0) 15'-11% Pv BL 1.3940 68.83 14.47 150 0.212170 6'-10'/. Pf 1.676 12 339'-8 9.88 41.858 Flow (q) from Route 5 1'-0 Pe 13 339'-8 43.534 cplg(1'-0) 7'-10% Pv BL 2.2030 68.83 5.79 120 0.034518 11'-9 Pf 1.424 13 339'-8 43.534 29'-6 Pe 3.646 14 331'-3 48.604 2E(5'-0), BV(6-0), fE(3'-6), POGO' -0) 41'-3 Pv ST 4.3100 68.83 1.51 120 0.0 1314 188'-534 Pf 0.336 14 331'-3 48.604 67'-2 Pe 15.999 18 294'-4%. 64.939 fT(16'-0), 2BV(12'-0), 4fE(6'-93/) 255'-7'4 Pv ST 6.3570 68.83 0.70 120 0.000198 45'-10% Pf 0.031 18 294'-4% 64.939 113'-2 Pe -1.518 19 297'-103/. 63.453 2fT(31'-534), 4fE(12'-7) 159'-0% Pv ST 4.3100 68.83 1.51 120 0.001314 11'-034 Pf 0.023 19 297-1034 63.453 6'-9'/: Pe 2.259 20 292'-7% 65.735 fE(6'-9'/:) 17-10 Pv MS 4.2600 68.83 1.55 120 0.0139 3'-1 Pf 6.052 20 292'-7% 65.735 35'-934 Pe 0.566 4 291'-4 72.353 f(-0.000), BV(15'-93/:), PO(20'-0), BFP(-6.000) 38'-1034 Pv UG 4.2200 68.83 1.58 140 0.001095 45'-0 Pf 0.079 4 291'-4 72.353 26-934 Pe 2.168 5 286'-4 74.600 LtE(10'-0%), E(16-8%), S 71'-93% Pv 100.00 Hose Allowance At Source 5 168.83 Q. Route 2 DR 0.8740 17.00 9.09 150 0.155098 0'-6 Pf 0.543 802 339'-2 17.00 4.9 12.039 Sprinkler, 3'-0 Pe -0.217 2 339'-8 12.365 T(3'-0) 3'-6 Pv G. Route 3 DR 0.8740 17.40 9.30 150 0.161822 0'-6 Pf 0.566 803 339'-2 17.40 4.9 12.604 Sprinkler, 3'-0 Pe -0.217 15 339'-8 12.953 T(3'-0) 3'-6 Pv BL 1.1010 33.49 11.28 150 0.176564 31'-3 Pf 7.107 15 339'-8 16.09 12.953 Flow (q) from Route 12 9'-0 Pe 16 339'-8 20.060 2Tr(1'-0), E(7'-0) 40'-3 Pv BL 1.1010 31.64 10.66 150 0.159005 8'-434 Pf 1.491 16 339'-8 20.060 Tr(V-0) 1'-0 Pe 17 339'-8 21.551 9'-4% Pv M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:23AM Page 4 J '! Hvdrauiic Analysis Job Number: 201902 is Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.1010 6.72 2.26 150 0.009035 74'-7% 33'-0 107-7% Pf 0.973 Pe Pv 17 7 339'4 339'-8 21.551 22.524 T(5'-0) 9Tr(1'-0), 2E(7'-0), T(5'-0) © Route 4 DR 0.8740 17.43 9.32 150 0.162432 0'-6' 3'-0 3'-6 Pf 0.569 Pe -0.217 Pv 804 3 339'-2 339'-8 17.43 4.9 12.655 13.007 Sprinkler, T(3'-0) ® Route 5 BL 1.1010 7.25 2.44 150 0.010405 8'-11% V-11% Pf 0.094 Pe Pv 9 21 339'-8 339'-8 37.200 37.294 BL 1.1010 2.79 0.94 150 0.001775 145'-5% 28'-0 173'-5% Pf 0.308 Pe Pv 21 22 339'-8 339'-8 37.294 37.602 C(5'-0) 18Tr(1'-0), C(5'-0) BL 1.1010 7.25 2.44 150 0.01040 31'-4% 17-0 47-4% Pf 0.452 Pe Pv 22 23 339'-8 339'-8 4.46 37.602 38.053 Flow (q) from Route 7 2T(5'-0), 2Tr(1'-0) BL 1.1010 12.65 4.26 150 0.029169 V-1% 1'-0 7-1% Pf 0.207 Pe Pv 23 24 339'-8 339'-8 5.41 38.053 38.261 Flow (q) from Route 6 Tr(1'-0) BL 1.1010 14.85 5.00 150 0.039210 7'-0'/4 7'-034 Pf 0.276 Pe Pv 24 25 339'-8 339'-8 2.19 38.261 38.536 Flow (q) from Route 11 BL 1.1010 9.88 3.33 150 0.018451 135'-0'/ 45'-0 180'-0'/: Pf 3.322 ' Pe Pv 25 12 339'-8 339'-8 38.536 41.858 Tr(1'-0) 4E(7'-0), 11Tr(1'-0), T(5'-0) Q. Route 6 - BL 1.1010 5.41 1.82. 150 0.006047 123'-0% ' 18'-0 141'-0% Pf 0.853 Pe Pv 9 23 339'-8 339'-8 37.200 38.053 C(5'-0) 8Tr(1'-0), T(5'-0) o Route 7 BL 1.1010 4.46 1.50 150 0.004240 7-0Y4 7-0 9'-0% Pf 0.038 Pe Pv 26 22 339'-8 339'-8 2.31 37.563 37.602 Flow (q) from Route 8 2Tr(1'-0) ® Route 8 BL 1.1010 4.46 1.50 150 0.004240 7-034 6'-0 13'-0% Pf 0.055 Pe Pv 21 27 339'-8 339'-8 37.294 37.349 Tr(1'-0) C(5'-0) BL 1.1010 2.31 0.78 150 0.O01258 145'-53/4 25'-0 170'-5% Pf 0.214 Pe Pv 27 26 339'-8 339'-8 37.349 37.563 20Tr(1'-0), T(5'-0) o Route 9 BL 1.1010 2.15 0.72 150 0.001097 166'-534 29'-0 196-5% Pf 0.214 Pe Pv 27 26 339'-8 339'-8 37.349 37.563 C(5'-0) 2T(5'-0), 14Tr(1'-0) Q. Route 10 BL 1.1010 13.32 4.49 150 0.032092 10'-9 10'-0 20'-9 Pf 0.666 Pe Pv 28 29 339'-8 339'-8 7.03 23.197 23.862 Flow (q) from Route 13 2T(5'-0) BL 1.3940 24.93 5.24 150 0.032412 30'-8% 17-0 42'-8% Pf 1.384 Pe Pv 29 8 339'-8 339'-8 11.61 23.862 25.246 Flow (q) from Route 17 6Tr(1'-0), T(6'-0) Q. Route 11 BL 1.1010 2.19 0.74 150 0.001141 123'-O% 26'-0 149'-0% Pf 0.170 Pe Pv 10 24 339'-8 339'-8 38.091 38.261 C(5'-0) 16Tr(1'-0), T(5'-0) o Route 12 BL 1.1010 16.09 5.42 150 0.045507 11'-11% 1'-0 12'-11% Pf 0.591 Pe Pv 1 15 339'-8 339'-8 12.363 12.953 Tr(1'-0) Q. Route 13 BL 1.1010 7.03 2.37 150 0.009846 7-134 5'-0 17-1% Pf 0.120 Pe Pv 30 28 339'-8 339'-8 3.99 23.077 23.197 Flow (q) from Route 15 T(5'-0) Q. Route 14 BL 1.1010 6.29 2.12 150 0.008002 38'-5% 14'-0 52'-5% Pf 0.420 Pe Pv 31 28 339'-8 339'-8 13.32 22.776 23.197 T(5-0), Flow (q) from Route 9Tr(1'-0) 18 © Route 15 BL 1.1010 7.03 2.37 150 0.009846 7-1% 6'-0 1V-1% Pf 0.130 Pe Pv 31 32 339'-8 339'-8 13.32 22.776 22.906 Tr(1'-0), Flow (q) from Route T(5'-0) 18 k, m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:23AM Page 5 642' Hydraulic Analysis -, il Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Upstream Pn Fittings BL 1.1010 3.99 1.35 150 0.003452 38'-5% 11'-0 49'-5% Pf 0.171 Pe Pv 32 339'4 22.906 30 339'-8 23.077 6Tr(1'-0), T(5'-0) A Route 16 BL 1.1010 3.04 1.03 150 0.002088 57-9% 24'-0 81'-9% Pf 0.171 Pe Pv 32 339'-8 22.906 30 339'-8 23.077 T(5'-0) 2E(7'-0), 5Tr(1'-0) - Route 17 BL 1.1010 24.93 8.40 150 0.102274 8'-10Y4 1,-0 9'-10%4 Pf 1.008 Pe Pv 17 339'-8 21.551 33 339'-8 22.559 Tr(1'-0) BL 1.1010 11.61 3.91 150 0.024860 43'-5% 9'-0 52'-5Y4 Pf 1.304 Pe Pv 33 339'-8 22.559 29 339'-8 23.862 T(5'-0) 4Tr(1'-0) c• Route 18 BL 1.1010 13.32 4.49 150 0.032092 5'-9% 1'-0 6-9% Pf 0.218 Pe Pv 33 339'-8 22.559 31 339'-8 - 22.776 Tr(1'-0) .s Route 19 BL 1.1010 1.84 0.62 150 0.000827 76'-3'h 42'-0 118'-3Y2 Pf 0.098 Pe Pv 16 339'-8 20.060 6 339'-8 20.158 T(5'-0) 8Tr(1'-0), 2E(7'-0), 3T(5'-0) Q. Route 20 BL 1.1010 4.97 1.67 150 0.005175 123'-0% 27'-0 150'-0% Pf 0.777 Pe Pv 25 339'-8 38.536 11 339'-8 39.313 T(5'-0) 17Tr(1'-0), T,(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 C Value Multiplier II . Actual Inside Diameter 4.87 ( ) = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter 1 • ,, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:23AM Page 6 wnr- • Pipe Type Hydraulic Analysis Diameter Flow Downstream Elevation Upstream Job Number: 201902 Report Description Residential Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Eq. Length Total Length Pressure Summary Fittings 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 ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE fig FN fT 9 GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PFV 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 22W 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 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 Wirsbo Water Meter Valve Cap '&0 M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 2/5/2019 11:40:23AM Page 7 ,,,'`.4,.!.-4 Hydraulic Graph Job Number: 201902 Report Description: Residential • Water Supply at Node 5 _ AM Pressure, psi o 8 8' $ 8' 8' o 8 8 f Iiiirttttt1tt11rttrt1irttitrttlttirtr.trdtttttttt_r1tttt1tttritrttr-t111111111111 11 1t1111111ttit?r111 Static Pressure 85.000 68.83`@ 168.83 74.600 with hose streams System demand curve— 1 .00 @ 20.000 IIlJ1InuH 111111111 l l t l 11 1 1 1 1 1 1 t h t) l 1111111 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 1 1 1 111111111 111111111 v. 0700 1400 2100 2800 3J00 4200 4900 5600 6300 7000 Water flow, gpm MydrauRa Graph Water Supply at Node 5 Static Pressure 85.000 Rsldud: Pressure 20.000 @ 3500.00 Available Pressure at Tlme a(Test 84.762 @ 168.83 System Demand 74.600 6 68.83 System Demand (Inducing Hoes Allowance at Source) 74.600 @ 168.83 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:40:21AM Page 2 {le i Hydraulic Summary y Job Number: 201902 Report Description: Residential Job Job Number 201902 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A State CerkfieationAlceneNum bar 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Bullring LEVEL 5 EAST RES UNITS Adhass 3 thawing Name RES LEVELS CALC PLAN.cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Oeeupsncy Residential Job Suffix Hose A3., nce At Source 100.00 Density 0.100gpm/it2 Area d Application 900.00ft3 (Actual 198.57ft2) Additional Hose Supplies Node Flow(grim) Number Of Spriniden Calculated 4 Coverage Per Sprinkler 170.09ft2 MdoP..k Results Pressure For Remote Ara(s) Ad}aded To Most Remota Area Left: 74.311 Total Hae Streams 100.00 System Flow Demand 70.22 , Total Water Required (Inducing Hos.Allo anoe) 170.22 Maximum Pressure Unbalance In Loop 0.000 Maximum Velodty Above Ground 14.91 between nodes 86 and 85 Maximum Vdodty Under Ground 1.61 between nodes 5 and 4 Vdume capacity of Wet Pipes 700.92ga1 Vdume capacity of Dry Pipe. Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) G (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.758 170.22 74.605 10.153 Contractor Contractor Number 22 Contact Name PHIL FRANCE Cootad 11A. N.ma of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Addre.a 1 ' PO BOX 719 FAX Addrae. 2 RAVENSDALE, WA. 98051 Erna phil@surefiresprinkler.com Address 3 Web -Sits �yy ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:55AM Page 1 cw4-4 f:a . Node Analysis t DJob Number: 201902 Reporescription: Residential Node _ Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'4 S 74.605 70.22 701 348'-5 Spr(-12.037) 12.037 17.00 702 348'-5 Spr(-12.669) 12.669 17.44 703 348'-5 Spr(-12.942) 12.942 17.63 704 348'-5 Spr(-13.722) 13.722 J 18.15 4 291'-4 BFP(-6.000) 72.356 18 294'-4'b 64.938 19 297-10% fT(31'-5Y4) 63.453 20 292'-7' .PO(26'-4), C(26'-4) 65.736 73 348'-11 C(8'-0), Tr(11-0) 38.568 74 348'-11 cplg(1'-0) 39.461 75 341'-0 PO(10'-0) 44.350 79 348'-11 Tr(1'-0), T(5'-0) 35.831 80 348'-11 Tr(1'-0), T(5'-0) 35.509 81 348'-11 T(5'-0) 35.077 82 348'-11 T(5'-0) 35.975 ' 83 348'-11 C(5'-0), Tr(1'-0) 36.402 + 84 348'-11 T(5'-0), Tr(1'-0) 36.984 85 348'-11 C(5'-0), Tr(1'-0) 31.148 86 348'-11 T(5'-0) 35.281 87 348'-11 C(5'-0), Tr(1'-0) 29.255 88 348'-11 Tr(1'-0), C(5'-0) 30.174 89 348'-11 Tr(1'-0), T(5'-0) 28.786 97 348'-11 E(7-0) 12.983 98 348'-11 T(5'-0), Tr(1'-0) 13.310 99 348'-11 T(5'-0), Tr(1'-0) 14.015 100 348'-11 E(7'-0) 13.672 109 348'-11 T(3'-0) 13.306 110 348'-11 T(3'-0), Tr(1'-0) 14.118 . i ,, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:57AM Page 3 i:,,,, Hydraulic AnalysisIIJobReport Description:Num Reser:201901 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream • Upstream Elevation Discharge K -Factor Pt Pn Fittings ca Route 1 DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 1.163 701 348'-5 17.00_. 4.9 12.037 Sprinkler, 7'-0 Pe -0.217 97 348'-11 12.983 E(7-0) 7'-6 Pv BL 1.1010 17.00 5.73 150 0.050373 1'-6 Pf 0.327 97 348'-11 12.983 5'-0 Pe 98 348'-11 13.310 T(5'-0) 6'4 Pv - BL 1.1010 18.30 6.17 150 0.057722 11'-2Y: Pf 0.705 98 348'-11 1.30_ 13.310 Flow (q) from Route 3 1'-0 Pe 99 348'-11 14.015 Tr(V-0) 12'-21/ Pv BL 1.1010 35.74 12.04 150 0.99 55 66'-6'/a Pf 15.240 99 348'-11 17.44 14.015 Flow (q) from Route 2 10'-0 Pe 87 348'-11 29.255 5Tr(1'-0), T(5'-0) 76'-6/, Pv BL 1.1010 39.15 13.19 150 0.2 5709 7'414 Pf 1.893 87 348'-11 3.41 29.255 Flow (q) from Route 5 1'-0 Pe 85 348'-11 31.148 Tr(1'-0 8'-O% Pv BL 1.1010 44.24 14.91 150 0.295614 8'-11% Pf 4.133 85 348'-11 5.09 31.148 Flow (q) from Route 6 5'-0 Pe 86 348'-11 35.281 T(5'-0) 13'-11% Pv BL 1.5980 44.24 7.08 150 0.048157 6'-5 Pf 0.695 86 348'-11 35.281 8'-0 Pe 82 348'-11 35.975 T(8'-0) 14'-5 Pv BL 1.5980 49.80 7.97 150 0.059949 6'-1'/4 Pf 0.426 82 348'-11 5.56 35.975 Flow (q) from Route 4 1'-0 Pe 83 348'-11 - - 36.402 - Tr 1'-1) 7'-1 Y. Pv BL 1.5980 55.17 8.83 150 0.072472 7-0Y4 Pf 0.582 83 348'-11 5.38 36.402 Flow (q) from Route 8 1'-0 Pe 84 348'-11 36.984 ` Tr(V-0) 8'-0/ Pv BL 1.5980 61.32 9.81 150 0.088119 8'-11% Pf 1.584 84 348'-11 6.15 36.984 Flow (q) from Route 10 9'-0 Pe 73 348'-11 38.568 Tr(1'-0), C(8'-0) 17'-11% Pv BL 1.5980 70.22 11.23 150 0.113214 6'-10% Pf 0.893 73 348'-11 8.90 38.568 Flow (q) from Route 9 1'-0 Pe 74 348'-11 39.461 cpig(1'-0) 7'-10'/. Pv BL 2.2030 70.22 5.91 120 0.05820 11'-3 Pf 1.460 74 348'41 - ' 39.461 29'-6 Pe 3.430 75 341'-0 44.350 2E(5'-0), BV(6'-0), fE(3'-6), POO 0'-0) 40'-9 Pv ST 4.3100 70.22 1.54 120 0.001364 198'-21,4 Pf 0.362 75 341'-0 44.350 67'-2 Pe 20.226 18 294'-4% 64.938 fT(16'-0), 2BV(12'-0), 41E(6' -9Y,) 265'-4% Pv ST 6.3570 70.22 0.71 120 0.000205 45'-10% Pf . 0.033 18 294'-4% - 64.938 • 113'-2 Pe -1.518 19 297'-10Y 63.453 2fT(31'-5' ), 4fE(12'-7) 159'-0'/ Pv ST 4.3100 70.22 1.54 120 0.001364 11'-0'/ Pf 0.024 19 • 297'-10Y. 63.453 _ 6'-9V2 Pe 2.259 20 292'-7% 65.736 fE(6'-9%) 17'-10 Pv MS 4.2600 70.22 1.58 120 0.001443 3'-1 Pf 6.054 20 292'-7% 65.736 35'-9Y2 Pe 0.566 4 291'-4 72.356 f(-0.000), BV(15'-9Y2), PO(20'-0), BFP(-6.000) 38'-10% Pv _ UG 4.2200 70.22 1.61 140 0.001136 45'-0 Pf 0.082 4 291'-4 72.356 26'-g% Pe 2.168 5 286'-4 74.605 LtE(10'-0%), E(16'-8%), S 71'-9% Pv 100.00 Hose Allowance At Source 5 170.22 © Route 2 DR 0.8740 17.44 9.33 150 0.162596 0'-6 Pf 1.219 702 348'-5 17.44 4.9 12.669 Sprinkler, 7'-0 Pe -0.217 100 348'-11 13.672 E(7-0) 7'-6 Pv BL 1.1010 17.44 5.88 150 0.052 16 1'-6 Pf 0.343 100 348'-11 13.672 5'-0 Pe 99 348'-11 14.015 T(5'-0) 6'-6 Pv © Route 3 DR 0.8740 17.63 9.43 150 0.165833 0'-6 Pf 0.580 703 348'-5 17.63 4.9 12.942 Sprinkler, 3'-0 Pe -0.217 109 348'-11 13.306 T(3'-0) 3'-6 Pv BL 1.1010 1.30 0.44 150 0.000432 10'-01A Pf 0.005 109 348'-11 13.306 1'-0 Pe 98 348'-11 13.310 Tr(V-0) 11'-0% Pv ® Route 4 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:58AM Page 4 `��'' F$ Hydraulic Analysis -, - Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Upstream Pn Fittings DR 0.8740 18.15 9.71 150 0.175056 0'-6 3'-0 3'-6 Pf • 0.613 Pe -0.217 Pv 704 348'-5 18.15 4.9 13.722 110 348'-11 14.118 Sprinkler, T(3'-0) BL 1.1010 34.48 11.62 150 0.186366 68'-8'/: 10'-0 78'-8% Pt 14.668 Pe Pv 110 , 348'-11 16.33 14.118 89 348'-11 28.786 Flow (q) from Route 7 5Tr(1'-0), T(5'-0) BL 1.1010 31.07 10.47 150 0.153724 7'-0'/s - 2'-0 9'-0%4 Pf 1.388 Pe Pv 89 348'-11 28.786 88 348'-11 30.174 Tr(1'-0) Tr(V-0) BL 1.1010 25.98 8.76 150 ` 0.110411 31'-4% 13'-0 44'-4% Pf 4.902 Pe Pv 88 , 348'-11 30.174 81 348'-11 35.077 Tr(V-0) 2T(5'-0), 2Tr(1'-0) BL 1.1010 5.56 1.87 150 0.0063'71 123'-O% 18'-0 141'-O% Pf 0.899 Pe Pv 81 348'-11 35.077 82 348'-11 35.975 T(5'-0) - 8Tr(1'-0), T(5'-0) Eh Route 5 BL 1.1010 3.41 1.15 150 0.002577 151'-11 30'-0 181'-11 Pf 0.469 Pe Pv 89 348'-11 28.786 87 348'-11 29.255 T(5'-0) 20Tr(1'-0), C(5'-0) ca Route 6 BL 1.1010 5.09 1.72 150 0.005410 151'-11 28'-0 179'-11 Pf 0.973 Pe Pv 88 348'-11 _ 30.174 85 348'-11 31.148 C(5'-0) _ 18Tr(1'-0), C(5'-0) Route 7 BL 1.1010 16.33 5.50 150 0.046756 16'-4% 1'-0 17'-4% Pf -0.812 _ Pe Pv 109 348'-11 13.306 110 348'-11 14.118 Tr(1'-0) CO Route 8. BL 1.1010 20.42 6.88 150 0.070723 6'-1% 6'-1% Pf 0.432 Pe Pv 81 348'-11 35.077 80 348'-11 35.509 . . BL 1.1010 5.38 1.81 150 0.005990 123'-O% 26'-0 149'-0'/. Pf 0.893 Pe Pv 80 348'-11 35.509 83 348'-11 36.402 T(5'-0) 16Tr(1'-0), C(5'-0) . _ Route 9 BL 1.1010 15.05 5.07 150 0.040183 7'-01/. 1'-0 8'-0'/+ Pf 0.323 Pe Pv 80 348'-11 35.509 79 348'-11. ._ 35.831 Tr(1'-0) BL 1.1010 8.90 3.00 150 0.015199 135'-016 45'-0 180'-0%}Pv Pf 2.736 Pe 79 348'-11 35.831 73 348'-11 38.568 Tr(V-0) 4E(7'-0), 11Tr(1'-0), T(5'-0) Q. Route 10 BL 1.1010 6.15 2.07 150 0.007678 123'-0'/. 27'-0 150'-O% Pf 1.152 Pe Pv 79 _ _ 348'-11 35.831 84 348'-11 36.984 T(5'-0) 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) k C Value Multiplier ( Actual Inside Diameter l4'87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe inside Diameter ! I_ , • ,, ® M.E.P.CAD, Inc. n AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:58AM Page 5 SP, Hydraulic Analysis Pipe Type Diameter Flow Job Number: 201902 Report Description: Residential Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend 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 Pr 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90' cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap iy ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:58AM Page 6 i* -4 Hydraulic Graph Job Number: 201902 Report Description: Residential Water Supply at Node 5 41V1 Pressure, psi 11111,111111111 t 1111111111.11111111, i t iiilii 111111111111111111'1111111111111111111'1(1111.11111111-111111 Static Pressure 85.000 70.22`6 1 170.22 74.605 with hose streas• m . . System demand curve II .00 6 20.000 annum 111111111 111111111 111111111 11111 1 I 1 111111111 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 V 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydndle Onph Water Supply at Node 5 Static: Prawn 85.000 R.dduel: Menem 20.000 ,ri? 3500.00 Available Pressure at Time died 84.758 @ 170.22 System Demand 74.605 @ 70.22 Syst.m Demand (Including Has Allowance at Source) 74.605 @ 170.22 g, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:26:56AM Page 2 lu pi 1114.4:1, Hydraulic Summary 11 Job Number: 201902 Report Description: Residential Job Job Number 201902 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A Stale CertifiatioM,ianeeNumber 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job SIWSupdnp LEVEL 5 NORTH RES UNITS Address 3 Drawing Name RES LEVELS CALC PLAN.cad System Remote Area(s) Most Demendng Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Occupancy Residential Job Sumer Hae Afiowana At Source 100.00 Density 0.100gpm/ft2 Area of AN:daation 900.00ft2 (Actual 173.07ft2) Addition/ Hae Supplies Node Flow(aom) Number Of Sprinklers Cakulald. 4 Ca erape Per Springer 170.09ft2 AutoPeek Results: Preame ForRwnote Ara(s) Adjacent To Mat Remote Ara Toll Hoa Streams 100.00 System Flow Demand 70.91 Tall Water Repand (Inducing Hae Allowance) 170.91 Mardmum Pressure Unbalance In Loop 0.000 Modmum Vdodty Above Ground 14.91 between nodes 94 and 93 Mardmum Velocity Under Ground 1.63 between nodes 5 and 4 Volume capacity of Wet Pipes 700.92ga1 Volume capacity of Dry Pips Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.756 170.91 70.523 14.233 Contractor Contractor Number 22 Canted Name PHIL FRANCE Contr aTiN, Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address/1 PO BOX 719 FAX Addae 2 RAVENSDALE, WA. 98051 E -mal phil@surefiresprinkler.com Addsse 3 Web -Sits ,, ® M.E.P.CAD, Inc. a AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:22:36AM Page 1 1 Node Analysis Job Number: 201902 Report Desch Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 70.523 70.91 601 348'-5 Spr(-12.037) 12.037 17.00 602 348'-5 Spr(-12.633) 12.633 17.42 603 348'-5 Spr(-13.559) 13.559 18.04 ` 604 348'-5 Spr(-14.184) 14.184 18.45 4 291'-4 BFP(-6.000) 68.273 ' 18 294'-4% 60.852 19 297-10% fT(31'-5Y4) 59.367 20 292'-7% PO(26-4), C(26'-4) 61.651 73 348'-11 C(8'-0), Tr(1'-0) 34.432 74 348'-11 cplg(1'-0) 35.342 75 341'-0 P0(10'-0) 40.258 79 348'-11 Tr(1'-0), T(5'-0) 30.602 80 348'-11 Tr(1'-0), T(5'-0) 30.076 81 348'-11 T(5'-0) 29.270 82 348'-11 T(5'-0) 32.075 83 348'-11 C(5'-0), Tr(1'-0) 32.390 84 348'-11 T(5'-0), Tr(1'-0) C(5'-0), Tr(1'-0) 32.899 29.418 85 348'-11 86 348'-11 T(5'-0) 31.693 87 348'-11 C(5'-0), Tr(1'-0) 28.884 88 348'-11 Tr(1'-0), C(5'-0) 24.464 89 348'-11 T(5'-0) 25.398 90 348'-11 E(7'-0) 12.983 91 348'-11 T(5'-0) 14.305 92 348'-11 T(3'-0), Tr(1'-0) 14.599 93 348'-11 C(5'-0), Tr(1'-0) 15.414 94 348'-11 Tr(1'-0), T(5'-0) 22.190 95 348'-11 E(7-0) 13.633 96 348'-11 E(7'-0) 14.641 Ay ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:22:38AM Page 3 cp, �-L Hydraulic Analysis Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ch Route 1 *•••• DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 1.163 601 348'-5 17.00 4.9 12.037 Sprinkler, 7-0 Pe -0.217 90 348'-11 12.983 E(T-0) 7'-6 Pv• BL 1.1010 17.00 5.73 150 0.050373 14'-2% Pf 1.322 90 348'-11 12.983 12'-0 Pe 91 348'-11 14.305 E(T-0), T(5'-0) 26'-2%4 Pv BL 1.3940 34.42 7.23 150 0.058861 4'-0 Pf 0.294 91 348'-11 17.42 14.305 Flow (q) from Route 2 1'-0 Pe 92 348'-11 14.599 Tr(V-0) 5'-0 Pv BL 1.3940 52.87 11.11 150 0.130243 5'-3 Pf 0.815 92 348'-11 18.45 14.599 Flow (q) from Route 4 1'-0 Pe 93 348'-11 15.414 Tr(1'-0) 6'-3 Pv BL 1.3940 70.91 14.91 150 0.224213 22'-2% Pf 6.776 93 348'-11 18.04 15.414 Flow (q) from Route 3 8'-0 Pe 94 348'-11 22.190 2Tr(1'-0), T(6'-0) 30'-2% Pv BL 1.1010 38.88 13.10 150 0.222772 22'-5 Pf 7.080 94 348'-11 22.190 Tr(V-0) 8'-0 Pe 81 348'-11 29.270 2Tr(1'-0), T(5'-0) 30'-5 Pv BL 1.1010 10.29 3.47 150 0.019884 123'-0% Pf 2.805 81 348'-11 29.270 T(5'-0) 18'-0 Pe 82 348'-11 32.075 8Tr(V-0), T(5'-0) 141'-0% Pv BL t5980 42.32 6.77 150 0.044359 6'-1% Pf 0.315 82 348'-11 32.03 32.075 Flow (q) from Route 5 1'-0 Pe 83 348'-11 32:390 Tr(1'-0) 7-1% Pv BL 1.5980 51.31 8.21 150 0.063 73 7-0' Pf 0.509 83 348'-11 9.00 32.390 Flow (q) from Route 10 1'-0 Pe 84 348'-11 32.899 Tr(1'-0) 8'-O% Pv BL ' 1.5980 60.24 9.64 150 0.85271 8.-11% Pf 1.533 84 348'-11 8.93 32.899 Flow (q) from Route 12 - 9'-0 Pe 73 348'-11 34.432 Tr(1'-0), C(8'-0) 17-11% Pv BL 1.5980 70.91 11.34 150 0.115293 6'-10% Pf 0.909 73 - 348'-11 10.67 34.432 Flow (q) from Route 11 1'-0 Pe 74 348'-11 35.342 cp19(1'-0) 7-10% Pv BL 2.2030 70.91 5.97 120 0.038477 11'-3 Pf 1.486 74 348'-11 35.342 29'-6 Pe 3.430 75 34V-0 - 40.258 2E(5'-0), BV(6'-0), fE(3'-6), POO 0'-0) 40'-9 Pv ST 4.3100 70.91 1.56 120 0.001388 198'-2%% Pf 0.369 75 341'-0 40.258 67-2 Pe 20.226 18 294'-4Y - 60.852 fT(16-0), 2BV(12'-0), 4fE(6'-9%) 265'-4Y2 Pv ST 6.3570 70.91 0.72 120 0.000209 45'-10% Pf 0.033 18 294'-4Y4 60.852 113'-2 Pe -1.518 19 297-10% 59.367 2fT(31'-5Y4), 41E(12'-7) - 159'-0'/. Pv ST 4.3100 70.91 1.56 120 0.001389 11'-0' Pf 0.025 19 297-10% 59.367 6'-91A Pe 2.259 20 292'-7% 61.651 fE46'-9/: 17'-10 Pv MS 4.2600 70.91 1.60 120 0.001470 3'-1 Pf 6.055 20 292'-7% 61.651 35'-9Y2 Pe 0.566 4 291'-4 68.273 f(-0.000), BV(15'-9%), PO(20'-0), BFP(-6.000) 38'-10' Pv UG 4.2200 70.91 1.63, 140 6101157 45'-0 Pf 0.083 4 291'-4 68.273 26'-9% Pe 2.168 5 286'-4 70.523 LtE(10'-0%), E(16-8%), S 7V-9%4 Pv 100.00 Hose Allowance At Source 5 170.91 © Route 2 DR 0.8740 17.42 9.31 150 0.162174 0,-6 Pf 1.216 602 348'-5 17.42 4.9 12.633 Sprinkler, 7-0 Pe -0.217 95 348'-11 13.633 E(7-0) 7-6 Pv BL 1.1010 17.42 5.87 150 0.052879 7'-9 Pf 0.672 95 348'-11 13.633 5'-0 Pe 91 348'-11 14.305 T(5'-0) 12'-9 Pv ® Route 3 DR 0.8740 18.04 9.65 150 0.173135 0'-6 Pf 1.299 603 348'-5 18.04 4.9 13.559 Sprinkler, 7-0 Pe -0.217 96 348'-11 14.641 E(T-0) 7-6 Pv BL 1.1010 18.04 6.08 150 0.056 40 7-9 Pf 0.773 96 348'-11 14.641 6-0 Pe 93 348'-11 15.414 Tr(1'-0), C(5'-0) 13'-9 Pv co Route 4 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:22:39AM Page 4 IOW Ir 502 Hydraulic Analysis II Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings DR 0.8740 18.45 9.87 150 0.180503 0'-6 3'-0 3'-6 Pf 0.632 Pe -0.217 Pv 604 348'-5 18.45 4.9 14.184 92 348'-11 14.599 Sprinkler, T(3'-0) ca Route 5••••• BL 1.1010 32.03 10.79 150 0.162611 V-11% 5'-0 13'-11' Pf 2.274 Pe Pv 85 348'-11 19.77 29.418 86 348'-11 31.693 Flow (q) from Route 6 T(5'-0) BL 1.5980 32.03 5.12 150 0.026499 6'-5 8'-0 14'-5 Pf 0.382 Pe Pv 86 348'-11 31.693 82 348'-11 32.075 T(8'-0) co Route 6 BL 1.1010 19.77 6.66 150 0.066570 7'-0%'Pf 1'-0 8'-01/4 0.535 Pe Pv 87 348'-11 10.23 . 28.884 85 348'-11 29.418 Flow (q) from Route 7 Tr(1'-0) Qv Route 7 BL 1.1010 32.03 10.79 150 0.162611. V-11% 5'-0 13'-11' Pf. 2.274 Pe Pv 94 348'-11 22.190 88 348'-11 24.464 T(5'-0) BL 1.1010 19.77 6.66 150 0.066570 _ 7'-0% r -o 14'-0%4 Pf 0.934 Pe Pv 88 348'-11 24.464 89 348'-11 25.398 Tr(1'-0) Tr(1'-0), T(5'-0) BL 1.1010 10.23 3.45 150 0.019702 151'-11 25'-0 176'-11 Pf 3.485 Pe Pv 89 348'-11 25.398 87 348'-11 28.884 20Tr(1'-0), C(5'-0) d Route 8 BL 1.1010 12.27 4.13 150 0.027536 151'-11 28'-0 179'-11 Pf 4.954 Pe Pv 88 348'-11 24.464 85 348'-11 29.418 C(5'-0) 18Tr(1'-0), C(5'-0) GI Route 9 BL 1:1010 9.53 3.21 150 0.017267 172'-10W'Pf 3.485 29'-0 Pe 201'-10%IPv 89 348'-11 25.398 87 348'-11 28.884 T(5'-0) 2T(5'-0),14Tr(1'-0) co Route 10 BL 1.1010 28.60 9.64 150 0.131849 6'-1%' Pf 0.806 Pe 6.-1% Pv 81 348'-11 29.270 80 348'-11 30.076 BL 1.1010 9.00 3.03 150 0.015528 123'-0'/+ 26'-0 149'-0% Pf 2.315 Pe Pv 80 348'-11 _ 30.076 83 348'-11 32.390 T(5'-0) 16Tr(1'-0), C(5'-0) ca Route 11 BL 1.1010 19.60 6.60 150 0.065537 7'-0% 1'-0 8'-0'/s Pf 0.526 Pe Pv 80 348'-11 30.076 79 348'-11 30.602 Tr(1'-0) BL 1.1010 - 10.67 3.60 150 0.021276 135'-0'h 45'-0 180'-0% Pf 3.830 Pe Pv 79 348'-11 30.602 73 348'-11 34.432 Tr(1'-0) 4E(T-0), 11Tr(1'-0), T(5'-0) ® Route 12 BL 1.1010 8.93 3.01 150 0.015309 123'-0'/. 2T-0 150'-O% Pf 2.297 Pe Pv 79 348'-11 30.602 84 348'-11 32.899 T(5'-0) 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier k Actual Inside Diameter l4'87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 14Q 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / M.E.P.CAD, Inc. [a AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:22:39AM Page 5 0 Hydraulic Analysis w.LPipe Type Diameter Downstream Elevation Upstream Pipe Type Legend 0 Flow Velocity HWC Discharge K -Factor Pt Units Legend Friction Loss Fittings Job Number: 201902 Report Description: Residential Length Pressure Eq. Length Summary Total Length Fittings Legend ti 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 Pr 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 Alarm Valve AngV Angle Valve b Bushing Bah/ Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve Deh/ Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11'W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLodk(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node f T FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap 16, ® M.E.P.CAD, Inc. DAutoSPRINK®VR11 v11.0.39.0 2/5/2019 11:22:39AM Page 6 ` '' Hydraulic Graph - Job Number: 201902 Repo rt Description: Residential Water Supply at Node 5 inn Pressure, psi 11111111111111-111111111141111111 1F 1-114 I11t111,11111111111111111.1114111.11111 11111.11111.1111111111441111 Static Pressure 85.000 ,0.91 70.523 170.91 with hose streams System demand curve— \\I 20.000 11111111111111111lultIlIl111111 111111111 111111111 111111111 111111111 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 Static: Pressure 85.000 ' Residual- Pressure 20.000 63500.00 Available Pressure et Timed Test 84.756 @ 170.91 System Demand 70.523 6 70.91 System Demand (Inducing Hose Allowance at source) 70.523 @ 170.91 g16,, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:22:37AM Page 2 p'' Hydraulic Summary 1JobReport DeNumber: 201902 scription: Residential Job Job Number - 201902 Design, Knginae PHIL FRANCE Job Nem.: TUKWILA VILLAGE BLDG A Ste•Celgalo Mensa Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job St.Suldng LEVEL 5 WEST RES UNITS Address 3 Orating Nene RES LEVELS CALC PLAN.cad System Remote Area(s) Most Demendng Sptnge Data 4.9 K -Factor 17.00 at 12.037 Occupancy Residential Job SWI( Hae ASovana At Soma 100.00 Density 0.100gpm/ft2 Area d Applialon 900.00ft2 (Actual 202.10ft2) Add/ond Hae Sup Node Flow(gDm) Number Of Sprinkler. Clouted 4 Covera Per Coverage Spdnger 170.09ft2 AutoPsak Relate Pressure For Renate Ares(s) Adjacent To Most Remote Area Left: 64.484 Total Hose Streams 100.00 System Floe Osmond 70.19 Total Water Required (Including Hoes Allowance) 170.19 Msdmum Pressure Unbalance In Loops 0.000 Msdmum Velocity Above Ground 12.45 between nodes 73 and 72 Msdmum Velocity Under Ground 1.61 between nodes 5 and 4 Vdume capacity of Wet Rp.. 700.92ga1 Vdums asperity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (ps) Residual Flow (psi) ' (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.758 170.19 64.974 19.784 Contractor Canbador Number 22 Cordal Name PHIL FRANCE Contact Tile Name d Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 POBOX719 FAX Address 2 RAVENSDALE, WA. 98051 E -mall phil@surefiresprinkler.com Addeo 3 Web.Siu ,, m M.E.P.CAD, Inc. +'J AutoSPRINKO VR11 v11.0.39.0 2/5/2019 11:29:05AM Page 1 Q.04 u:cs: Node Analysis Job Number 201902 • Report Description: Residential • Node Elevadon(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 64.974 70.19 501 348'-5 Spr(-12.037) 12.037 17.00 502 348'-5 Spr(-12.744) 12.744 17.49 503 348'-5 Spr(-12.932) 12.932 17.62 504 348'-5 Spr(-13.613) 13.613 18.08 4 291'-4 BFP(-6.000) 62.725 18 294'-4Y4 55.306 19 297'-10% fT(31'-5Y4) 53.821 20 292'-7% PO(26'-4), C(26'-4) 56.104 70 348'-11 E(T-0) 12.983 71 348'-11 T(5'-0), Tr(1'-0) 13.310 72 348'-11 T(5'-0), Tr(1'-0) 14.099 73 348'-11 C(8'-0), Tr(1'-0) 28.938 74 348'-11 cplg(1'-0) 29.831 75 341'-0 PO(10'-0) 34.719 76 348'-11 E(7-0) 13.753 77 348'-11 T(3'-0) 13.295 78 348'-11 T(3'-0), Tr(11-0) 14.005 79 348'-11 Tr(1'-0), T(5'-0) 25.736 , 80 348'-11 Tr(1'-0), T(5'-0) 26.474 81 348'-11 T(5'-0) 26.994 82 348'-11 T(5'-0) 28.258 83 348'-11 C(5'-0), Tr(1'-0) 28.307 84 348'-11 T(5'-0), Tr(1'-0) 28.428 85 348'-11 C(5'-0), Tr(1'-0) 28.015 86 348'-11 T(5'-0) 28.223 87 348'-11 C(5'-0), Tr(1'-0) 27.966 88 348'-11 Tr(1'-0), C(5'-0) 27.563 89 348'-11 T(5'-0) 27.649 i M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:29:07AM Page 3 --LAI Hydraulic Analysis I Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings ' ca• Route 1 DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 1.163 501 348'-5 17.00 4.9 12.037 •Sprinkler, 7'-0 Pe -0.217 70 348'-11 12.983 E(7' -O) 7-6 Pv BL 1.1010 17.00 5.73 150 0.050373 1'-6 Pf 0.327 70 348'-11 12.983 5'-0 Pe 71 348'-11 13.310 T(5'-0) 6'-6 Pv BL 1.1010 19.44 6.55 150 0.064568 11'-2'/ Pf 0.788 71 348'-11 2.44 13.310 Flow (q) from Route 3 1'-0 Pe 72 348'-11 14.099 Tr(V-0) 12'-2% Pv BL 1.1010 36.93 12.45 150 0.211642 51'-1% Pf 14.840 72 348'-11 17.49 14.099 Flow (q) from Route 2 19'-0 Pe 73 348'-11 28.938 5Tr(1'-0), 2E(T-0) 70'-1% Pv BL 1.5980 70.19 11.23 150 0.113132 6'-10% Pf 0:892 73 348'-11 33.26 28.938 Flow (q) from Route 4 1'-0 Pe 74 348'-11 29.831 cplg(1'-0) 7'-10% Pv BL 2.2030 70.19 5.91 120 0.0 5794 11'-3 Pf 1.459 74 348'-11 29.831 29'-6 Pe 3.430 75 341'-0 34.719 2E(5'-0); BV(6'-0), fE(3'-6), POO 0'-0) 40'-9 Pv ST 4.3100 70.19 1.54 120 0.001363 198'-2% Pf 0.362 75 341'-0 34.719 67'-2 Pe 20.226 18 294'-4% 55.306 fT(16'-0), 2BV(12'-0), 4fE(6'-9'/:) 265'-4% Pv ST 6.3570 70.19 0.71 120 0.600205 45'-10% Pf 0.033 18 294'-41,4 - 55.306 113'-2 Pe -1.518 19 297'-10% 53.821 2fT(31'-5'/.), 4fE(12'-7) 159'-0% Pv ST 4.3100 70.19 1.54 120 0.001363 11'-0% Pf 0.024 19 297'-10% 53.821 6'-9'/ Pe 2.259 20 "292'-7' 56.104 ��6'-9%: 17-10 Pv MS 4.2600 70.19 1.58 120 0.001442 3'-1 Pf 6.054 20 292'-7% 56.104 35'-9%: Pe 0.566 4 291'-4 62.725 ' f(-0.000), BV(15'-9%), PO(20'-0), BFP(-6.000) 38'-10%: Pv UG 4.2200 70.19 1.61 140 0.001135 45'-0 Pf 0.081 4 291'4 62.725 26'-9% Pe 2.168 5 286'-4 64.974 LtE(10-0%), E(16'-8%), S 71'-9% Pv , 100.00 - Hose Allowance At Source 5 170.19 ci Route 2 DR 0.8740 17.49 9.35 150 0.163487 0'-6 Pf 1.226 502 348'-5 17.49 4.9 12.744 Sprinkler, 7'-0 Pe -0.217 76 348'-11 13.753 E(T-0) 7'-6 Pv BL 1.1010 17.49 5.89 150 0.053105 1'-6 Pf 0.345 76 348'-11 13.753 5'-0 Pe 72 348'-11 14.099 T(5'-0) 6-6 Pv a Route 3 DR 0.8740 17.62 9.42 -150 0.165713 0'-6 Pf 0.580 503 348'-5 17.62 4.9 12.932 Sprinkler, 3'-0 Pe -0.217 77 348'-11 13.295 T(3'-0) 3.-6 Pv BL 1.1010 2.44 0.82 150 0.001390 10'-0% Pf 0.015 77 348'-11 13.295 1'-0 Pe 71 348'-11 13.310 Tr(1'-0) 11'-0'/ Pv Ca Route 4 DR 0.8740 18.08 9.67 150 0.173773 0'-6 Pf 0.608 504 348'-5 18.08 4.9 13.613 Sprinkler, 3'-0 Pe -0.217 78 348'-11 14.005 T(3'-0) 3'-6 Pv BL 1.1010 33.26 11.21 150 0.174 33 46'-3% Pf 11.731 78 348'-11 15.18 14.005 Flow (q) from Route 10 21'-0 Pe 79 348'-11 25.736 2E(7'-0), T(5'-0), 2Tr(1'-0) 67'-3'/ Pv BL 1.1010 23.53 7.93 150 0.091906 7'-0% Pr 0.738 79 348'-11 25.736 Tr(1'-0) 1'-0 Pe 80 348'-11 26.474 8'-0Y4 Pv BL 1.1010 15.60 5.26 150 0.042943 6'-1% Pf 0.520 80 348'-11 26.474 Tr(1'-0) 6-0 Pe 81 348'-11 26.994 T(5'-0) 12'-1'/4 Pv BL 1.1010 6.82 2.30 150 0.009288 123'-0% Pf 1.264 81 348'-11 26.994 13'-0 Pe 82 348'-11 28.258 8Tr(1'-0), T(5'-0) 136'-0'/4 Pv BL 1.5980 15.60 2.49 150 0.006998 6'-1'/4 Pf 0.050 82 348'-11 8.78 28.258 Flow (q) from Route 5 1'4 Pe 83 348'-11 28.307 Tr(1'-0) T-1% Pv &,@ M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:29:08AM Page 4 p-4 Hydraulic Analysis Report Joh Number: 201902 Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss . Length Eq. Length Total Length Pressure Summary Downstream • Elevation Discharge K -Factor Pt . Upstream Pn Fittings - ' BL 1.5980 23.53 3.76 150 28.307 28.428 0.014977 Flow (q) from Route 11 , Tr(1'-0) 7'.O% 1'-0 8'-0% Pf 0.120 Pe Pv 83 34V-11 7.93 84 1 348'-11 BL 1.5980 33.26 5.32 150 0.028410 - 8'-11' 9'4 17-11' Pf 0.511 Pe ' Pv 84 348'-11 9.73 28.428 73 348'-11 28.938 Flow (q) from Route 12 Tr(1'-0), C(8'-0) Ea Route 6 BL 1.1010 8.78 2.96 150 0.014833 8'-11% 5'-0 13'-11% Pf 0.207 Pe Pv 85 348'-11 5.42 28.015 86 348'-11 28.223 Flow (q) from Route 6 T(5'-0) BL 1.5980 8.78 1.40 150 0.02 17 6'-5 8'-0 14'-5 Pf 0.035 Pe Pv 86 348'-11 28.223 82 348'-11 28.258 T(8'-0) ida Route 6. BL 1.1010 5.42 1.83 150 0.006072 7'-0'/ 1'-0 8'-0% Pf 0.049 Pe Pv 87 348'-11 2.81 27.966 85 348'-11 28.015 Flow (q) from Route 7 Tr(1'-0) Route 7 BL 1.1010 8.78 2.96 150 0.014833 31.-4% 7'-0 38'-4° Pf 0.570 Pe Pv 81 348'-11 26.994 88 348'-11 27.563 2Tr(1'-0), T(5'-0) BL 1.1010 5.42 1.83 150 0.0(16072 7'-01/4 T-O.,.Pe 14'-0% Pf 0.085 _ Pv 88 348'-11 27.563 89 348'-11 27.649 Tr(1'-0)_- Tr(1'-0), T(5'-0) BL 1.1010 2.81 0.95 150 0.001797 15V-11 25'-0 176'-11 Pf 0.318 Pe Pv 89 348'-11 27.649. 87 348'-11 27.966 20Tr(1'-0), C(5'-0) _ G. Route 8 BL . 1.1010 3.36 1.13 150 0.002512 151'-11 28'-0. 179'-11 Pf 0.452 Pe Pv 88 348'-11 27.563 85 348'-11 28.015 C(5'-0) 18Tr(1'-0), C(5'-0) rs Route 9 BL 1.1010 _ 2.61 0.88 150 0.001575 172'-10% 29'-0 201'-10% Pt 0.318 Pe Pv 89 348'-11 27.649 87 348'-11 27.966 T(5'-0) 2T(5'-0), 14Tr(1'-0) G. .Route 10 BL 1.1010 15.18 5.12 150 0.040849 16'-4% 1'-0 17-4% Pf 0.710 Pe Pv i 77 348'-11 13.295 78 348'-11 14.005 Tr(1'-0) G Route 11 BL ' 1.1010 7.93 2.67 150 0.012301 123'-0% 26-0 149'-0% Pf 1.834 Pe Pv 80 348'-11 26.474 83 348'-11 28.307 T(5'-0) 16Tr(1'-0), C(5'-0) Li. Route 12 BL 1.1010 9.73 3.28 150 0,017939 123'-0'/, 27'-0 Pf 2.692 Pe Pv 79 348'-11 25.736 84 348'-11 28.428 T(5'-0) 17Tr(1'-0), T(5'-0)150.-03/4. Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 C Value Multiplier 1 (i Actual Inside Diameter 4'87 ) = Factor Value Of C 100 Multiplying Factor 0.713 130 1.16 140 150 1.33 1.51 \' Schedule 40 Steel Pipe Inside Diameter • • ,, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:29:08AM Page 5 Hydraulic Analysis Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend 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 Balk/ BFP BV C cplg Cr CV DelV 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 Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° Firelodc(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 Wirsbo Water Meter Valve Cap /Ay © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:29:08AM Page 6 Hvdraulic Graph Job Number: 201902. .c��. Report Description: Residential _ Water Supply at Node 5 9M Pressure, psi 0 2'li $ �' S o 8 8 `1 (1111'tt 11111 tti 111111'11_11^1111'11111111'I1111k 111111111111'11111111-1111111111111111111111 t 11111111111.111' Static Pressure 85.000 • 70.19 p 170.19 6 64.974 with hose streams System demand curve .00 6 20.000 - nuwmuiuiuuimuutiim! iiiiiiiii milli 1 iiiiiiiii 111111111 111111111 1 1 1 1 1 1 1 1 1 v Om 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 --.. Stags Pressure 85.000 Residua: Preuss}. 20.000 @ 3500.00 Singable Pressure at Time of Tea 84.758 @ 170.19 System Demand 64.974 (a 70.19 System Demand (Indudng Hose Mowance at Source) 64.974 ( 170.19 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:29:06AM Page 2 Hydraulic Summary Job Number. 201902 Report Description: Ordinary Group I Job Job Number 201902 bwilln Enpnesr PHIL FRANCE Job Nana: TUKWILA VILLAGE BLDG A Stats Cerlifiation Jce seNumber 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Bullring LEVEL 5 SUN ROOM AREA Address 3 Drawing Name RES LEVELS CALC PLAN.cad System Remote Area(s) Mat Demeadrq Spdnder Data 5.6 K -Factor 19.05 at 11.572 Oxupsnoy Ordinary Group 1 Job Suffix Hose Allowance At Source 100.00 Deeslty 0.150gpm/ft2 Ares of Application 1500.00ft2 (Actual 572.48ft2) Addtiand How Supplies Node Flow(apm) Number Of Spdmders Calculated 5 Coverage Per Spnnidar 126.75ft2 AutoPeek Result: Pressure For Remote Arw(s) Adjacent To Moat Repot Area Tad Hae Streams 100.00 System Flow Durand 101.67 Told Water Required (Including Hose Allowance) 201.67 Maximum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 16.26 between nodes 108 and 107 Maximum Vdocky Under Ground 2.33 between nodes 5 and 4 Volume apadty'a Wet Plpes 703.15gal Volume capadty al Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.669 201.67 71.819 12.850 Contractor Contractor Number Comae Name PHIL FRANCE Comae Title Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Emai phil@surefiresprinkler.com Address 3 WsbSit ',, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/10/2019 5:47:59PM Page 1 p,, Node Analysis y II Job Number: 201902 Report Description Ordinary Group t Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 71.819 101.67 401 348'-5 Spr(-11.572) 11.572 19.05 402 348'-5 Spr(-12.344) 12.344 19.68 403 348'-5 Spr(-12.608) 12.608 19.88 404 348'-5 Spr(-13.443) 13.443 20.53 405 348'-5 Spr(-16.185) BFP(-6.000) 16.185 69.490 22.53 4 291'-4 18 294'-4%1 61.962 19 29T-10% fT(31'-5Y4) 60.509 20 292'-73h PO(26-4), C(26-4) 62.816 73 348'-11 C(8'-0), Tr(1'-0) 32.923 74 348'-11 cpig(1'-0) 34.694 75 341'-0 PO(10'-0) 41.018 79 348'-11 Tr(1'-0), T(5'-0) Tr(1'-0), T(5'-0) 28.675 28.271 80 348'-11 81 348'-11 T(5'-0) 27.900 82 348'-11 T(5'-0) 27.297 83 348'-11 C(5'-0), Tr(V-0) T(5'-0), Tr(1'-0) 28.390 29.676 84 348'-11 85 348'-11 Tr(1'-0), C(5'-0) 25.193 86 348'-11 Tr(1'-0), T(5'-0) 24.681 87 348'-11 C(5'-0) 25.389 88 348'-11 C(5'-0), Tr(1'-0) 26.310 89 348'-11 T(5'-0), Tr(1'-0) T(5'-0), Tr(1'-0) 26.174 12.490 105 348'-11 106 348'-11 T(6'-0), Tr(1'-O) 14.174 107 348'-11 PO(5'-0), Tr(1'-0) 16.434 108 348'-11 cplg(1'-0) 18.687 111 348'-11 T(5'-0), Tr(1'-0) 13.619 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/10/2019 5:48:OOPM Page 3 i'4510-4 utk; Hydraulic Analysis -, - - Job Number: 201902 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 Route 1 BL 1.1010 19.05 6.42 150 0.062183 10'-3 Pf 1.135 401 • 348'-5 19.05 5.6 11.572 Sprinkler, 8'-0 Pe -0.217 105 348'-11 12.490 E(7'-0), Tr(1'-0) 18'-3 Pv BL 1.3940 38.73 8.14 150 0.073214 14'-0 Pf 1.684 105 348'-11 19.68 12.490 Flow (q) from Route 2 9'-0 Pe 106 348'-11 14.174 E(8'-0), Tr(1'-0) 23'-0 Pv BL 1.5980 79.14 12.66 150 0.141254 14'-0 Pf 2.260 106 348'-11 40.42 14.174 Flow (q) from Route 3 2'-0 Pe 107 348'-11 16.434 2Tr(1'-0) 16'-0 Pv BL 1.5980 101.67 16.26 150 0.224523 9'-0% Pf 2.253 107 348'-11 22.53 16.434 Flow (q) from Route 5 1'-0 Pe 108 348'-11 18.687 •. . 1'-0) 10'-0% Pv BL 2.0030 101.67 10.35 150 1.0 4730 44'-2'/2 Pf 5.993 108 348'-11 18.687 36'-0 Pe 86 .348'-11 24.681 E(11'-0), EE(2'-0), 2T(10'-0), ccppig(1'-0, Tr(2'-0) 80'-2% Pv BL 1.5980 87.36 13.97 150 0.169569 6'-5 Pf 2.616 86 348'-11 24.681 Tr(1'-0) 9'-0 Pe 82 348`-11 27.297 T(8'-0) 15'-5 Pv BL 1.5980 82.87 13.26 150 0.153821 6.-1% Pf 1.094 82 348'-11 27.297 1'-0 Pe 83 348'-11 28.390 Tr(1'-0) 7'-1% Pv BL 1.5980 84.69 13.55 150 0.160105 7'-0% Pf 1.286 83 348'-11 1.81 28.390 Flow (q) from Route 6 1'-0 Pe 84 348'-11 29.676 Tr(1'-0) 8'-O% Pv BL 1.5980 90.39 14.46 150 0.180612 8'-11% Pf 3.247 84 348'-11 5.70 29.676 Flow (q) from Route 11 9'-0 Pe 73 348'-11 32.923 Tr(1'-0), C(8'-0) 17'-11% Pv BL 1.5980 101.67 16.26 150 0.224523 6'-10'/. Pf 1.771 73 348'-11 11.28 32.923 Flow (q) from Route 10 1'-0 Pe 74 348'-11 34.694 cpig(1'-0) 7'-10'/+ Pv BL 2.2030 101.67 8.56 120 0.071037 11'-3 Pf 2.895 74 348'-11 34.694 - 29'-6 Pe 3.430 75 341'-0 41.018 2E(5'-0), BV(6'-0), fE(3'-6), POO 0'-0) 40'-9 Pv ST 4.3100 101.67 2.24 120 0.002704 198'-2'% Pf 0.718 75 341'-0 41.018 67-2 Pe 20.226 18 294'-4% 61.962 fT(16'-0), 2BV(12'-0), 4fE(6'-9'%z) 265'-4'/ Pv ST 6.3570 101.67 1.03 120 0.000407 45'-10% Pf 0.065 18 294'-4% 61.962 113'-2 Pe -1.518 19 297'-10% 60.509 - 2fT(31'-5'/4), 4fE(12'-7) 159'-0% Pv ST 4.3100 101.67 2.24 120 0.002704 11'-0'/2 Pf 0.048 19 297.-10% 60.509 6'-9'A Pe 2.259 20 292.-7% 62.816 fE(6'-9%) 17'-10 Pv MS 4.2600 101.67 2.29 120 0.002862 3'-1 Pf 6.108 20 292'-7% 62.816 35'-9'/2 Pe 0.566 4 291'-4 69.490 f(-0.000), BV(15'-9'/2), PO(20'-0), BFP(-6.000) 38'-10'/. Pv UG 4.2200 101.67 2.33 140 0.002253 45'-0 Pf 0.162 4 291'-4 69.490 26'9% Pe 2.168 5 286'-4 71.819 LtE(10'-0'/), E(16'-8%), S 71'-9' Pv 100.00 Hose Allowance At Source 5 201.67 - Route 2 BL 1.1010 19.68 6.63 150 0.066010 0'-6 Pf 0.363 402 348'-5 19.68 5.6 12.344 Sprinkler, 5'-0 Pe -0.217 105 348'-11 12.490 T(5'-0) 6-6 Pv Q. Route 3 BL 1.1010 19.88 6.70 150 0.067314 10'-3 Pf 1.228 403 348'-5 19.88 5.6 12.608 Sprinkler, 8'-0 Pe -0.217 111 348'-11 13.619 E(7'-0), Tr(1'-0) 18'-3 Pv BL 1.3940 40.42 8.50 150 0.079240 1'-0 Pf 0.555 111 348'-11 20.53 13.619 Flow (q) from Route 4 6'-0 Pe 106 348'-11 14.174 T(6'-0) 7-0 Pv ca Route 4 BI- 1.1010 20.53 6.92 150 0.071430 0'-6 Pf 0.393 404 348'-5 20.53 5.6 13.443 Sprinkler, 5'-0 Pe -0.217 111 348'-11 13.619 T(5'-0) 5'-6 Pv Route 5 1, m M.E.P.CAD, Inc. P� AutoSPRINK® VR11 v11.0.39.0 2/10/2019 5:48:02PM Page 4 T (4p Hydraulic Analysis II Job Number: 201902 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 Upstream Pn Fittings BL 1.1010 22.53 7.59 150 16.185 16.434 0.084807 Sprinkler, PO(V-0) 0'-6 5'-0 6-6 Pf 0.466 Pe -0.217 Pv 405 .348'-5 22.53 5.6 107 348'-11 Route 6 BL 1.1010 14.31 4.82 150 0.036646 8'-11% 5'-0 13'-11% Pf 0.513 Pe Pv 86 348'-11 24.681 85 348'-11 25.193 T(5'-0) BL 1.1010 8.83 2.98 150 0.015002 7-0'/4 6'-0 13'-0% Pf 0.195 Pe Pv 85 348'-11 25.193 87 348'-11 25.389 Tr(1'-0) C(5'-0) BL •1.1010 4.57 1.54 150 0.004440 15V-11 25'-0 176'-11 Pf 0.785 Pe Pv 87 348'-11 25.389 89 348'-11 26.174 20Tr(1'-0), T(5'-0) BL 1.1010 8.83 2.98 150 0.015002 7'-0'/4 2'-0 9'-034 Pf 0.135 Pe Pv 89 348'-11 4.26 26.174 88 348'-11 26.310 Flow (q) from Route 9 2Tr(1'-0) BL 1.1010 14.31 4.82 150 0.036646 31'-4% 12'-0 43'-4% Pf 1.590 Pe Pv 88 348'-11 5.48 26.310 81 348'-11 27.900 Flow (q) from Route 7 2T(5'-0), 2Tr(1'-0) BL 1.1010 18.80 6.33 150 0.060666 V-1% V-1% Pf 0.371 Pe Pv 81 348'-11 4.48 27.900 80 348'-11 28.271 Flow (q) from Route 8 BL 1.1010 1.81 0.61 150 0.000802 123'-0% 26'-0 149'-O% Pf 0.120 Pe Pv 80 348'-11 28.271 83 348'-11 28.390 T(5'-0) 16Tr(V-0), C(5'-0) up Route 7 BL 1.1010 5.48 1.85 150 0.006206 151'-11 28'-0 179'-11 Pf 1.116 Pe Pv 85 348'-11 25.193 88 348'-11 26.310 C(5'-0) 18Tr(1'-0), C(5'-0) c.• Route 8 BL 1.1010 4.48 1.51 150 0.004279 123'-0% 18'-0 141.-0% Pf 0.604 Pe Pv 82 348'-11 27.297 81 348'-11 27.900 T(5'-0) 8Tr(1'-0), T(5'-0) Route 9 BL 1.1010 4.26 1.44 150 0.003891 172'-10% 29'-0 201'-10% Pf 0.785 Pe Pv 87 348'-11 _ 25.389 89 348141 26.174 C(5'-0) 2T(5'-0), 14Tr(1'-0) ca Route 10 BL 1.1010 16.98 5.72 _ . 150 0.050285 7'-0% 1'-0 8'-0% Pf 0.404 Pe Pv 80 348'-11 28.271 79 348'-11 28.675 Tr(1'-0) BL 1.1010 11.28 3.80 150 0.023598 135'-01A 45'-0 180'-0'/ Pf 4.248 Pe Pv 79 348'-11 28.675 73 348'-11 32.923 Tr(1'-0) 4E(7'-0), 11Tr(1'-0), T(5'-0) cab Route 11 BL 1.1010 5.70 1.92 150 0.006673 123'-0% 27'-0 150'-0% Pf 1.001 Pe Pv 79 348'-11 28.675 84 348'-11 29.676 T(5'-0) 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4.87 ( = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / • �r, ® M.E.P.CAD, Inc. gAutoSPRINK® VR11 v11.0.39.0 2/10/2019 5:48:02PM Page 5 Hydraulic Analysis 1 Pipe Type Diameter Flow 'Job Number: 201902 Report Description: Ordinary Group Velocity HWC Friction Loss Downstream Elevation Upstream Pipe Type Legend 1 - Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend Fittings 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 ALV AngV b BaiV BFP BV C cpig Cr CV DeIV DPV E EE Eel Ee2 f fd FDC fE fEE fig FN fT 9 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 11W Elbow 22W 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 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 Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. 13AutoSPRINK®VR11 v11.0.39.0 2/10/2019 5:48:02PM Page 6 V f'.I u�c.L Hydraulic Graph 1 Job Number: 201902 Report Description: Ordinary Group I Water Supply at Node 5 . _ 1M Pressure, psi o 8 `cS $ 8 u 101 8 `8 f I11111i 11•iItIF14111111111111111l1411111iih i -i i.+,.k1ILI-ILt.w14,.1.111111,k I111i Ptfl'I,,,i ii 111 l ltl till 11 Static Pressure 85.000 101.67p 1 .201.67 71.819 with hose streams System demand curve ) 1 .00 6 20.000 ■(L111111I11 mum! 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 111111111 V 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Or.ph Water Supply at Node 5 Stria Premium 85.000 Residual: Pressure 20.000E 3500.00 AvLt.tl. Pnam...t Tim. at T..t 84.669 @ 201.67 System D.m.nd 71.819 @ 101.67 System Demand (Including Ross Adow.nce.t Sourp) 71.819 © 201.67 (Its, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/10/2019 5:48:OOPM Page 2 ii.1,,,T4 Hydraulic Summary Job.Number: 201902 R ort ep Description: Residential -ii Job Job Number - 201902 Design Emptier PHIL FRANCE Job Nome: TUKWILA VILLAGE BLDG A State CarlifiagonlUcens.Number 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job S14ISuildng LEVEL 6 EAST RES UNITS Address 3 Droning Name RES LEVELS CALC PLAN.cad System , Remote Area(s) Most Demanding Sprinkler Dote 4.9 K -Factor 17.00 at 12.037 Occupancy Residential Job Suffix Hose Allowance At Source 100.00 Density 0.100gpm/ t2 Area of Application 900.00ft2 (Actual 204.17ft2) Additional Hose:Suppliea Node Flow(aom) Number Of Sprinklers Calculated 4 Covenps P. Sprinlaw 170.09ft2 AutoPeakResdu: Pressure For Remote Areas) Adjacent To Most Remote Area Left: 69.671 Right: 70.097 Total Hae Streams 100.00 System Flow Demand 68.87 Tohl Water Required (Including Hae Alowance) 168.87 Maximum Pressure Unbalance In Loop 0.000 Maximum Vdodty Above Oround 12.09 between nodes 47 and 46 Meodmum Vdodty Under Ground 1.58 between nodes 5 and 4 Volume rapacity of We Pipes 700.92ga1 Volume apoly of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) ' (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.762 168.87 70.312 14.449 • Contractor Contractor Number 22 Contact Name PHIL FRANCE Contact Titre Nems of Gamboa,. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address l PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Email phil@surefiresprinkler.com Address 3 Web -Sita M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:40AM Page 1 Node Analysis II `';',4.4''' ' - Job Number: 201902 Report Description Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286-4 S 70.312 68.87 201 357-5 Spr(-12.037) 12.037 17.00 202 357-5 Spr(-12.038) 12.038 17.00 203 357-5 Spr(-12.634) 12.634 17.42 204 357-5 Spr(-12.682) BFP(-6.000) 12.682 68.066 17.45 4 291'-4 18 294'-4% 60.652 19 297-10% fT(31'-5Y4) _ 59.165 20 . 292'-7' . PO(26'-4), C(26'-4) 61.448 .. _ 41 357'-11 T(5'-0) 22.252 42 357'-11 T(6'-0) T(5'-0) 23.068 22.993 43 357-11 44 357'-11 T(6'-0) 24.582 45 357-11 C(5'-0), Tr(V-0) T(5'-0), Tr(V-0) 25.203 26.130 46 357-11 47 357-11 C(5'-0), Tr(V-0) 28.563 48 357'-11 E(9'-0) 31.349 49 350'-9 PO(10'-0) 35.837 53 357-11 Tr(1'-0), C(5'-0) 20.703 54 357-11 C(5'-0), Tr(1'-0) 21.586 55 357-11 T(5'-0) 19.964 56 357-11 C(5'-0), Tr(V-0) 21.627 57 357'-11 C(5'-0), Tr(1'-0) 22.025 58 357-11 Tr(1'-0), T(5'-0) 19.865 59 357'-11 Tr(1'-0), C(5'-0) Tr(1'-0), T(5'-0) 20.984 23.757 60 357-11 61 357-11 Tr(1'-0), T(5'-0) 24.270 62 357-11 T(3'-0) 12.363 63 357-11 T(3'-0), Tr(1'-0) 12.364 64 357-11 T(3'-0), Tr(1'-0) 12.985 65 357-11 T(3'-0), Tr(1'-0) 13.035 16,, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:41 AM Page 3 ,, �P' 4 Hydraulic Analysis Job Number: 201902 Report Description: Residential Pipe Type Diameter .Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation • Discharge K -Factor Pt Pn Fittings ca Route 1 DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 0.543 201 357-5 17.00 4.9 12.037 Sprinkler, 3'-0 Pe -0.217 62 357-11 12.363 T(3'-0) 3'-6 Pv BL 1.1010 0.62 0.21 150 0.000111 10'-5 Pf 0.001 62 357-11 12.363 1'-0 Pe 63 357-11 12.364 Tr(1'-0) 1V-5 Pv BL 1.1010 17.62 5.94 150 0.053842 10'-6'/4 Pf 0.621 63 357-11 17.00 12.364 Flow (q) from Route 2 i'-0 Pe 64 357-11 12.985 Tr(1'-0) 11'-6'/4 Pv BL 1.1010 35.04 11.81 150 0.192000 29'-4% Pf 6.980 64 357-11 17.42 12.985 Flow (q) from Route 3 7-0 Pe 55 357'-11 19.964 2Tr(1'-0), T(5'-0) 36'-4% Pv BL 1.1010 25.40 8.56 150 0.105890 6-11% Pf 0.738 55 357'-11 . • 19.964 Pe 53 357'-11 .20.703 6-11% Pv BL 1.1010 24.34 8.20 150 0.097874 7-0'/4 Pf 0.884 53 357-11 6.17 20.703 Tr(1'-0), Flow (q) from Route 8 2'-0 Pe 54 357-11 21.586 Tr(V-0) 9'-0'/4 Pv BL 1.1010 24.70 8.32 150 0.100551 V-11% Pf 1.406 54 357-11 5.16 21.586 Flow (q) from Route 11 6-0 Pe 43 357'-11 22.993 T(5'-0) 13'-11% Pv BL 1.3940 20.91 4.40 150 0.023412 57'-10% Pf 1.590 43 357'-11 22.993 10'-0 Pe 44 357-11 24.582 4Tr(1'-0), T(6'-0) 67'-10% Pv BL 1.3940 42.57 8.95 150 0.087244 6'-1'/4 Pf 0.620 44 357-11 21.67 24.582 Flow (q) from Route 5 1'-0 Pe 45 357-11 25.203 Tr(V-0) 7-1'/4 Pv BL 1.3940 49.55 10.42 150 0.115521 7-0%4 Pf 0.928 45 357-11 6.98 25.203 Flow (q) from Route 4 1'-0 Pe 46 357-11 26.130 Tr(1'-0) 8'-0% Pv BL 1.3940 57.52 12.09 150 0.152221 8'-11% Pf 2.432 46 357-11 7.97 26.130 Flow (q) from Route 13 7-0 Pe 47 357-11 28.563 Tr(1'-0), C(6'-0) 15'-11% Pv BL 1.5980 68.87 11.02 150 0.109213 8'-6'/4 Pf 2.786 47 357-11 11.35 28.563 Flow (q) from Route 12 17-0 Pe 48 357-11 31.349 T(8'-0), E(9'-0) 26-6% Pv BL 2.2030 68.87 5.80 120 0.034554 10'-6% Pf 1.384 48 357-11 31.349 29'-6 Pe 3.104 49 350'-9 35.837 2E(5'-0), BV(6'-0), fE(3'-6), 'PO(10'-0) 40'-O% Pv ST 4.3100 - 68.87 1.51 120 0:00131 207-11% Pf 0.362 49 350'-9 35.837 67-2 Pe 24.453 18 294'-4% 60.652 fT(16-0), 2BV(12-0), 4fE(6'-9%) 275'-1'/z Pv ST 6.3570 68.87 0.70 120 0.000198 45'-10% Pf 0.032 18 294'-4'/4 60.652 - 113'-2 Pe -1.518 19 297-10'/4 59.165 2fT(31'-5'/4), 4fE(17-7) 159'-0'/4 Pv ST 4.3100 68.87 1.51 120 0.001315 11'-0% Pf 0.023 19 29T-10% ' `• 59.165 6'-9% Pe 2.259 20 292'-7%4 61.448 fE(6-9'.6) 17'-10 Pv MS 4.2600 68.87 1.55 120 0.001392 3'-1 Pf 6.052 20 292'-7% 61.448 35'-9'/ Pe 0.566 4 291'-4 68.066 f(-0.000), BV(15'-9%), PO(20'-0), BFP(-6.000) 38'-10'/ Pv UG 4.2200 68.87 1.58 140 0.001096 45'-0 Pf 0.079 4 291'-4 68.066 26'-9% Pe 2.168 5 286'-4 - -- - • 70.312 LtE(10'-0'h), E(16'-8%), S 71'-9'/4 Pv - 100.00 Hose Allowance At Source 5 168.87 • ® Route 2 DR 0.8740 17.00 9.09 150 0.155089 0'-6 Pf 0.543 202 357'-5 17.00 4.9 12.038 Sprinkler, 3'-0 Pe -0.217 63 - 35T-11 12.364 T(3'-0) 3'-6 Pv 4a Route 3 DR . 0.8740 17.42 9.31 150 0.162177 0'-6 Pf 0.568 203 357'-5 17.42 4.9 12.634 Sprinkler, 3'-0 Pe -0.217 64 357-11 12.985 T(3'-0) 3'-6 Pv 0 Route 4 DR 0.8740 17.45 9.33 150 0.162749 0'-6 Pf 0.570 204 35T-5 17.45 4.9 12.682 Sprinkler, 3'-0 Pe -0.217 65 357-11 13.035 T(3'-0) 3'-6 Pv M.E.P.CAD, Inc. D AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:42AM Page 4 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:42AM Page 5 Hydraulic Analysis Job Number: 2019Q2 Report Description: Residential .c. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K-Factor Pt Pn Fittings BL 1.1010 33.83 11.40 150 0.179893 30'-11% 7-0 37-11 % Pf • Pe Pv 6.830 65 58 357'-11 357-11 16.38 13.035 19.865 Flow (q) from Route 10 2Tr(1'-0), T(5'-0) BL 1.1010 27.66 9.32 150 0.1 3965 7-0'/4 2'-0 9'-0% Pf Pe Pv 1.119 58 59 357-11 357'-11 19.865 20.984 Tr(1'-0) Tr(V-0) BL 1.1010 22.50 7.58 150 0.084612 8'-11% 6'-0 14'-11% Pf Pe Pv 1.268 59 41 35T-11 357-11 20.984 22.252 Tr(1'-0) T(5'-0) BL 1.3940 22.50 4.73 150 22.252 23.068 0.026815 2Tr(1'-0), T(6'-0) 22'-5 8'-0 30'-5 Pf Pe Pv 0.816 41 42 357-11 357-11 BL 1.1010 26.29 8.86 150 0.112865 6.-1% 6'-1% Pf pe Pv 0.690 42 60 357-11 357'-11 3.79 23.068 23.757 Flow (q) from Route 9 BL 1.1010 6.98 2.35 150 0.009697 123'-O% 26'-0 149'-0% Pf Pe Pv 1.445 60 45 357-11 357-11 23.757 25.203 ` T(5'-0) 16Tr(1'-0), C(5'-0) n Route 5 BL 1.1010 9.64 3.25 150 0.017630 77.31/2 17-0 94'-3'% Pf Pe Pv 1.662 55 56 357-11 357-11 19.964 21.627 T(5'-0) 7Tr(1'-0), T(5'-0) BL 1.1010 16.86 5.68 150 0.049628 7'-0% 1'-0 8'-0% Pf Pe Pv 0.399 56 57 357-11 357'-11 7.23 21.627 22.025 Flow (q) from Route 6 Tr(1'-0) BL 1.1010 21.67 7.30 150 0.078892 21'-5 11'-0 32'-5 Pf Pe Pv 2.557 57 44 357-11 357-11 4.80 22.025 24.582 Flow (q) from Route 7 2T(5'-0), Tr(1'-0) ea Route 6 BL 1.1010 7.23 2.43 150 0.010346 70'-4 19'-0 89'-4 Pf Pe Pv 0.924 53 56 357-11 357'-11 6.17 20.703 21.627 . C(5'-0), Flow (q) from Route 8 9Tr(1'-0), C(5'-0) -- Route 7 BL 1.1010 4.80 1.62 150 0.004858 7Q'-4 20'-0 90'-4 Pf Pe Pv 0.439 54 57 357-11 357-11 5.16 21.586 22.025 C(5'-0), Flow (q) from Route 11 10Tr(1'-0), C(5'-0) c+ Route 8 BL 1.1010 6.17 2.08 150 0.007718 87-7 21'-0 108'-7 Pf Pe Pv 0.838 58 53 357-11 357'-11 19.865 20.703 ' T(5'-0) 11Tr(1'-0), C(5'-0) ESI Route 9 BL 1.3940 3.79 0.80 150 0.000995 65'-2 10'-0 75'-2 Pf Pe Pv 0.075 43 42 357-11 357-11 _ 22.993 23.068 4Tr(1'-0), T(6'-0) cre Route 10 BL 1,1010 16.38 5.52 150 0.047015 13'-3% _ 1'-0- 14'4'/: Pf Pe Pv 0.672 62 _. 65 357-1.1 35T-11 12.363._ 13.035 - - _ Tr(1'-0) Route 11 BL 1.1010 5.16 1.74 150 0.005549 87-7 21'-0 108'-7 Pf Pe Pv 0.603 59 54 357-11 357-11 20.984 21.586 C(5'-0) 11Tr(1'-0), C(5'-0) v Route 12 BL 1.1010 19.32 6.51 150 0.063798 7-0%. 1'-0 8'-0'/4 Pf Pe Pv 0.512 60 61 357-11 357'-11 23.757 24.270 Tr(1'-0) BL - 1.1010 11.35 3.82 150 0.023846 135'-0Y2 45'-0 180'-0'/ Pf Pe Pv 4.293 61 47 357-11 357-11 24.270 28.563 Tr(1'-0) 4E(7'-0), 11Tr(1'-0), T(5'-0) 4-e Route 13 BL 1.1010 7.97 2.69 150 0.012400 123'-0% 27'-0 150'-O% Pf Pe Pv 1.861 61 46 35T-11 35T-11 24.270 26.130 T(5'-0) , 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 - C Value Multiplier II • ,. . - Actual Inside Diameter ( l4.87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter / ti M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:42AM Page 5 1 Hydraulic Analysis Pipe Type Diameter Flow Job Number: 201902 Report Description: Residential Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream A BL CM DN DR DY FM FR MS OR RN SP ST UG Pipe Type Legend O Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Units Legend Length Eq. Length Total Length Pressure Summary Fittings Legend Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pr 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 BalV BFP BV C cplg Cr CV DeiV DPV E EE Eel Ee2 f fd FDC fE fEE fig FN fT 9 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 11W Elbow 22W 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 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 Wirsbo Water Meter Valve Cap ®M.E.P.CAD, Inc. jJ AutoSPRINK®VR11 v11.0.39.0 2/5/2019 11:24:42AM Page 6 Hydraulic Graph Job Number: 201902 J--6L.Lil 1 Report Description: Residential . Water Supply at Node 5 1 (V1 Pressure, psi Bili... 1tilii.it,Iti m i tiltititttiiiiitityyrttlirtriiitrlirAl a ttiitrririiiih m iitttliitritiii Static Pressure 85.000 \ 68.87 10 9170.312 , 168.87 with hose streams System demand curve 1 .00 @ 20.000 RILWIIIIII 111111111111111111111111111 1111111 1 111111111 111111111 111111111 111111111 v 0100 1400 2100 2800 3500 4200 4900 5600 6300 7000 Water flow, gpm Hydraulic Graph Water Supply at Node 5 Static: Pressers 85.000 Rasicusl: Prawn 20.000 @ 3500.00 Available Pressen at Tins of Teat 84.762 @ 168.87 Systsn Deemed 70.312 @ 68.87 System Domed (Inducing Haw Allowance at Source) 70.312 @ 168.87 11,6„m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:24:40AM Page 2 �Hvdraulic Summa Job Number: 201902 11":ca: Report Description: Residential Job Jab Number 201902 Design EngTneer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A Sate Certifialloni iameNumbr 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AFU TFD Address 2 TUKWILA, WA. 98168 Job Site/Wiling LEVEL 6 NORTH RES UNITS Address 3 Drawing Name RES LEVELS CALC PLAN.cad System Remote Area(s) Most Demanding Sprinkler Data 4.9 K -Factor 17.00 at 12.037 Occupancy Residential JobSu111x Has Mowanas At Source 100.00 Density 0.100gpm/ft2 Area of Application 900.00ft2 (Actual 165.99ft2) Adtlitiond Hose Swim Node Flow(apm) Number Of Sprinkles Calculated 4 Coverage Per Sprinkler 170.09ft2 AutoPeak Roar Pressure For Remote Area() Adjacent To Most Remote Area Total Hose Streams 100.00 System Flow Demand 70.23 Total Water Required (Including Hose Allowance) 170.23 Madman Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 14.76 between nodes 41 and 40 Maximum Velocity Under Ground 1.61 between nodes 5 and 4 Volume apadty d Wet Ryes 700.92ga1 Volume capacity of Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) ' (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.758 170.23 73.784 10.974 Contractor Contractor Number 22 Contact Name PHIL FRANCE Contact Title Nome of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Exterdon Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Etna phil@surefiresprinkler.com Address 3 WebSke M.E.P.CAD, Inc. AutoSPRINKO VR11 v11.0.39.0 2/5/2019 11:07:06AM Page 1 Node Analysis c4:k..4-, - Job Number: 201902 Description:Report Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 286'-4 S 73.784 70.23 101 357'-5 Spr(-12.037) 12.037 17.00 102 357'-5 Spr(-12.825) 12.825 17.55 103 357'-5 357-5 Spr(-12.857) Spr(-13.662) 12.857 13.662 17.57 18.11 104 4 291'-4 BFP(-6.000) 71.535 18 294'-4% 64.117 19 297'-10% fT(31'-5%4) 62.631 20 292'-7%. PO(26'-4), C(26'-4) 64.915 _ 38 357-11 E(7'-0) 12.983 39 357-11 T(3'-0), Tr(V-0) 14.055 40 357-11 C(5'-0) 15.595 41 35T-11 Tr(1'-0), T(5'-0) 22.299 42 357-11 T(6'-0) 25.266 43 35T-11 T(5'-0), Tr(1'-0) 26.071 44 357-11 T(64-0) 27.975 45 35T-11 C(5'-0), Tr(1'-0) 28.512 46 35T-11 T(5'-0), Tr(1'-0) 29.400 , 47 357'-11 C(5'-0), Tr(V-0) 31.860 48 357-11 E(9'-0) 34.750 49 350'-9 P0(10'-0) 39.289 50 357-11 E(7'-0) 13.842 51 357-11 T(5'-0), Tr(1'-0) 14.250 52 357-11 E(7'-0) 13.876 53 357-11 C(5'-0), Tr(V-0) 25.785 54 357'-11 C(5'-0), Tr(1'-0) 25.833 55 357-11 Tr(1'-0), T(5'-0) 25.767 56 357-11 C(5'-0), Tr(1'-0) 26.292 57 35T-11 C(5'-0), Tr(V-0) 26.459 58 357-11 T(5'-0) 24.446 59 357-11 Tr(1'-0), C(5'-0) 23.822 60 357-11 Tr(1'-0), T(5'-0) 26.193 61 357'-11 Tr(1'-0), T(5'-0) 26.836 m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:07:08AM Page 3 iyT .04.c-17 Hydraulic Analysis II Job Number: 201902 Report Description: Residential 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 DR 0.8740 17.00 9.09 150 0.155074 0'-6 7-0 7'-6 Pf 1.163 Pe -0.217 Pv 101 38 357-5 357-11 17.00 4.9 12.037 12.983 Sprinkler, E(7-0) BL 1.1010 17.00 5.73 150 0.050373 13'-3% 8'-0 2V-3% Pf 1.072 Pe Pv 38 39 357-11 357-11 12.983 14.055 E(7-0), Tr(V-0) BL 1.1010 35.11 11.83 150 0.192727 3'-0 5'-0 8'-0 Pf 1.540 Pe Pv 39 40 357-11 357-11 18.11 14.055 15.595 Flow (q) from Route 4 C(5'-0) BL 1.3940 70.23 14.76 150 0.220224 22'-5%4 8'-0 30'-5% Pf 6.704 Pe Pv 40 41 357-11 357-11 35.12 15.595 22.299 Flow (q) from Route 2 2Tr(1'-0), T(6'-0) BL 1.3940 44.44 9.34 150 0.094454 22'-5 9'-0 31'-5 Pf 2.967 Pe Pv 41 42 357-11 357-11 22.299 25.266 Tr(1'-0) 2Tr(1'-0), T(6'-0) BL 1.3940 13.60 2.86 150 0.0'10564 65'-2 11'-0 76'-2 Pf 0.805 Pe Pv 42 43 357-11 357-11 25.266 26.071 T(6'-0) 5Tr(1'-0) BL 1.3940 23.05 4.85 150 0.028045 57-10% 10'-0 67-10% Pf 1.904 Pe Pv 43 44 357-11 357-11 9.45 26.071 27.975 Flow (q) from Route 5 4Tr(1'-0), T(6'-0) BL 1.3940 39.39 8.28 150 0.075547 6.-1% 1'-0 7-1Y4 Pf 0.537 Pe Pv 44 45 357-11 357-11 16.33 27.975 28.512 Flow (q) from Route 6 Tr(1'-0) BL 1.3940 48.40 10.17 150 0.110588 7'-0% 1'-0 8'-0%4 Pf 0.888 Pe Pv 45 46 357-11 357-11 9.01 28.512 29.400. Flow (q) from Route 13 Tr(1'-0) BL 1.3940 57.87 12.17 150 0.153959 8.-11% 7-0 15'-11% Pf 2.460 Pe Pv 46 47 357-11 357-11 9.48 29.400 31.860 Flow (q) from Route 15 Tr(1'-0), C(6'-0) BL 1.5980 70.23 11.23 150 0.113241 8'-6Y4 17-0 25'-6%4 Pf 2.889 Pe Pv 47 48 357-11 - 357'-1.1 12.35 31.860 34.750 Flow (q) from Route 14 T(8'-0), E(9'-0) BL 2.2030 70.23 5.91 120 0.3582 10'-6% 29'-6 - 40'-0% Pf 1.435 Pe 3.104 Pv 48 49 357-11 350'-9 - 34.750 - 39.289 2E(5'-0); BV(6'-0), fE(3'-6), PO(10'-0) ST 4.3100 70.23 1.54 120 0.0 1364 207-11% 67-2 275'-1% Pf 0.375 Pe 24.453 Pv 49 - 18 350'-9 294'-4% 39.289 64.117 fT(16'-0), 2BV(12'-0), 4fE(6'-9%) ST 6.3570 70.23 0.71 120 0.000206 45'-10% 113'-2 159'-0% Pf 0.033 Pe -1.518 Pv 18 19 294'-4% 297-10Y4 64.117 62.631 2fT(31'-5Y4), 41E(12'-7) ST --4.3100 70.23 1.54 120 0.001364 11'-0% 6'-91/2 17-10 Pf 0.024 Pe 2.259 Pv 19 20 297-10% 292'-7% 62.631 64.915 fE(6'-9'/) MS 4.2600 70.23 1.58 120 0.001444 3'-1 35'-9% 38'-10% Pf 6.054 Pe 0.566 Pv 20 4 292'-7% 291'-4 64.915 71.535 f(-0.000), BV(15'-9'h), PO(20'-0), BFP(-6.000) UG 4.2200 70.23 1.61 140 0.001137 45'-0 26'-9Y4 71'-9%4 Pf 0.082 Pe 2.168 Pv 4 5 291'-4 286'-4 71.535 73.784 LtE(10'-0%), E(16'-8%), S 100.00 - Hose Allowance At Source 5 170.23 Q. Route 2 DR 0.8740 17.55 9.38 150 0.164451 0'-6 7-0 7-6 Pf 1.233 Pe -0.217 Pv 102 50 357-5 357-11 17.55 4.9 12.825 13.842 Sprinkler, E(7'-0) BL 1.1010 17.55 5.91 150 0.053419 2'-7% 5'-0 7-7% Pf 0.408 Pe Pv 50 51 357-11 357-11 13.842 14.250 T(5'-0) BL 1.1010 35.12 11.83 150 0.192791 1'-11% 5'-0 6.-11% Pf 1.345 Pe Pv 51 40 357'-11 357'-11 17.57 14.250 15.595 Flow (q) from Route 3 C(5'-0) Q. Route 3 DR 0.8740 17.57 9.40 150 0.164820 0'-6 7-0 7-6 Pf 1.236 Pe -0.217 Pv 103 52 357'-5 357'-11 17.57 4.9 12.857 13.876 Sprinkler, E(7-0) m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:07:09AM Page 4 y"„71 `4w Hydraulic Analysis -, Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings BL 1.1010 17.57 5.92 150 0.053539 6'-0 1'-0 T-0 Pf 0.374 Pe Pv 52 357-11 51 357-11 13.876 14.250 Tr(1'-0) Route 4 DR 0.8740 18.11 9.69 150 0.174348 0'-6 3'-0 3'-6 Pf 0.610 Pe -0.217 Pv 104 357-5 39 357-11 18.11 4.9 13.662 14.055 Sprinkler, T(3'-0) Ca Route 5 BL 1.1010 5.37 1.81 150 0.005977 7.0'/. 1'-0 8'-0'/. Pf 0.048 Pe Pv 53 357'-11 54 357-11 8.15 25.785 25.833 Flow (q) from Route 9 Tr(1'-0) BL 1.1010 9.45 3.19 150 0.017009 8'-11% 5'-0 Pf 0.238 Pe 54 35T-11 43 35T-11 9.90 25.833 26.071 Flow (q) from Route 12 T(5'-0)13'-1134APv d Route 6 BL 1.1010 2.44 0.82 150 0.001392 6'-11'/• 6'-0 12'-11' Pf 0.018 Pe Pv 55 357'-11 53 357-11 7.74 25.767 25.785 T(5`-0), Flow (q) from Route 10 Tr(1'-0) BL 1.1010 5.22 1.76 150 0.005679 70'-4. 19'-0 89'-4 Pf 0.507 Pe Pv 53 357-11 56 357-11 8.15 25.785 26.292 C(5'-0), Flow (q) from Route 9 9Tr(1'-0), C(5'-0) BL 1.1010 10.52 3.54 150 0.020721 7'-01/ 1'-0 8'-01/4 Pf 0.166 Pe Pv 56 357-11 57 357-11 5.29 26.292 26.459 Flow (q) from Route 7 Tr(1'-0) BL 1.1010. 16.33 5.50 150 0.046784 21'-5 11'-0 32'-5 Pf 1.516 Pe Pv 57 35T-11 44 357-11 5.82 26.459 27.975 Flow (q) from Route 8 2T(5'-0), Tr(V-0) ® Route 7 BL 1.1010 5.29 1.78 150 0.005817 77'-3% 13'-0 90'-3% Pf 0.525 Pe Pv. 55 357'-11 56 35T-11 7.74 25.767 26.292 Tr(1'-0), Flow (q) from Route 10 7Tr(1'-0), T(5'-0) o Route 8 BL 1.1010 5.82 1.96 150 0.006927 70'4 20'-0 90'-4 Pf 0.626 Pe Pv 54 357-11 . 57 357-11 9.90 25.833 26.459 C(5'-0), Flow (q) from Route 12 10Tr(1'-0), C(5'-0) a Route 9 BL 1.1010 8.15 2.75 150 0.012932 87-7 16'-0 103'-7 Pf 1.340 Pe Pv 58 35T-11 53 357-11 15.89 24.446 25.785 Flow (q) from Route 11 11Tr(1'-0), C(5'-0) ® Route 10 BL 1.1010 7.74 2.61 150 0.011741 94'-6% 18'-0 112'-6'/. Pf 1.322 Pe Pv 58 357-11 55 357-11 15.89 24.446 25.767 T(5'-0), Flow (q) from Route 11 T(5'-0), 8Tr(1'-0) ® Route 11 BL 1.1010 25.79 8.69 150 0.108885 8'-11% 5'-0 13'-11% Pf 1.523 Pe Pv 41 357-11 59 357-11 22.299 23.822 T(5'-0) BL 1.1010 15.89 5.35 150 0.044450 7'-01/4 T-0 14'-034 Pf 0.624 Pe Pv 59 357'-11 58 357'-11 23.822 24.446 Tr(1'-0) Tr(1'-0), T(5'-0) © Route 12 BL 1.1010 9.90 3.34 150 0.018522 87-7 21'-0 108'-7 Pf 2.011 Pe Pv 59 357'-11 54 357'-11 23.822 25.833 C(5'-0) 11Tr(1'-0), C(5'-0) Q. Route 13 BL 1.1010 30.84 10.39 150 0.151625 6'-1'/. 6'-1'/. Pf 0.927 Pe Pv • 42 357-11 60 357-11 25.266 26.193 BL 1.1010 9.01 3.04 150 0.015560 123'-O% 26'-0 149'-0'/4 Pf 2.319 Pe Pv 60 35T-11 45 357-11 26.193 28.512 T(5'-0) 16Tr(1'-0), C(5'-0) Route 14 BL 1.1010 21.83 7.36 150 0.080024 7-01/4 1'-0 8'-0% Pf 0.643 Pe Pv 60 357'-11 61 357-11 26.193 26.836 Tr(V-0) _ BL 1.1010 12.35 4.16 150 0.027911 135'-0% 45'-0 180'-0Y2 Pf 5.025 Pe Pv 61 _ 357-11 47 357-11 26.836 31.860 _ Tr(V-0) 4E(7'-0), 11Tr(1'-0), T(5'-0) v Route 15••••• BL 1.1010 9.48 3.19 150 0.017092 123'-O% 2T-0 150'-0'/. Pf 2.565 Pe Pv 61 357'-11 46 357'-11 26.836 29.400 T(5'-0) 17Tr(1'-0), T(5'-0) bs, m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:07:09AM Page 5 E'4 Hydraulic Analysis Pipe Type Diameter Flow Job Number: 201902 Report Description Residential Velocity HWC Friction Loss Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Length Eq. Length Total Length Pressure Summary Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor C Value Multiplier Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend 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 Toss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeiV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 11%0 Elbow Ee2 22% Elbow f Flow Device fd Flex Drop FDC Fire Department Connection If 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow fig Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum 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 Tum 90° Tr Tee Run U ' Union WirF Wirsbo WMV Water Meter Valve Z Cap ®M.E.P.CAD, Inc. D AutoSPRINK®VR11 v11.0.39.0 2/5/2019 11:07:09AM Page 6 Nr gl :c_ .11- Hydraulic GraphIIJob Number: 201902 Report Description: Residential Water Supply at Node 5 Pressure, psi J 1 „ „ ,,,1,...,,,,Ii,i,triC_i1iii1111111ii11111111iiir,,,, ,i iii(1)11111 1 L)111 rr,iii111 Static Pressure 85.000 70.23 170.23 p 73.784 with hose streams \ . vstem demand curve .00 g 20.000 Illllulntll ll 111111 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 1 1 1 1 1 1 1 1 1 1 1 111111111 0 .0 '0700 1400 2100 2800 3J00 4200 4900 5600 6300 7000 Water flow, gpm Water Supply at Node 5 Suss Pressure 85.000 Residual: Pressen 20.000 @ 3500.00 Available Pressure at Time at Test 84.758 @ 170.23 System Demand 73.784 @ 70.23 System Demand (Inducing Mee Nanny at Source) 73.784 ©170.23 (�, m M.E.P.CAD, Inc. , AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:07:07AM Page 2 �Hvdraulic Summa Job Number: 201902 J .:cam: ti • . Report Description: Residential Job Job Number .. 201902 Design Enpnw PHIL FRANCE Job Name. TUKWILA VILLAGE BLDG A State C.rifiatioMlanseNumber 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. AHJ TFD Address 2 TUKWILA, WA. 98168 Job Sitalituildng LEVEL 6 WEST RES UNITS Addreu 3 Or.winp Nem. RES LEVELS CALC PLAN.cad System Remote Area(s) Most D.m.ndinp Sprinkler D.te 4.9 K -Factor 17.00 at 12.037 Oaup.ncy Residential Job Suffix Hos. Mama At Source 100.00 Density 0.100gpm/ft2 Ares d Application 900.00ft2 (Actual 150.30ft2) Adcitiond Hose Supplies Node Flow(gom) Number Of Spdnders ClW.ted 4 Cw wage Per Sprinkler 170.098= AutoPuk Results: Pressure Fa Remote Anse) &kart To Mw Remote Area Left: 68.866 Taal Hose Streams 100.00 System Flow Nomad 68.98 Total W.ter Required (Inducing Has ASowana) 168.98 Madmum Pressure Unl dens In Loops 0.000 M.dmum Velocity Above Ground 12.28 between nodes 47 and 68 Maximum Vdodty Under Ground 1.58 between nodes 5 and 4 Vdume ap.dty of Wel Pipes 700.92ga1 Velum. ap.dty a Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 5 Water Supply 100.00 85.000 20.000 3500.00 84.761 168.98 69.355 15.406 Contractor Contractor Number 22 Canted Nam. PHIL FRANCE Contact Title Name of Gadsden SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 P O BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E -meg phil@surefiresprinkler.com Address 3 W.4Stte ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:24AM Page 1 rw,Node AnalysisII• Job Number: 201902 Report Description Residential _ Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm)., 5 286'-4 S 69.355 68.98 301 357-5 Spr(-12.037) 12.037 17.00 302 357-5 Spr(-12.046) 12.046 17.01 303 357-5 Spr(-12.710) 12.710 17.47 304 357-5 Spr(-12.766) 12.766 17.51 4 291'-4 BFP(-6.000) 67.109 18 294'-4% 59.694 19 297'-10% fT(31'-5') 58.208 20 292'-7% PO(26'-4), C(26'-4) 60.490 41 357-11 T(6'-0) 25.738 42 357-11 T(5'-0) 25.641 43 - 357-11 T(5'-0), Tr(1'-0) 26.008 44 357-11 T(6'-0) 26.405 45 357'-11 C(5'-0), Tr(1'-0) 26.511 46 357-11 T(5'-0), Tr(1'-0) 26.743 47 357'-11 C(5'-0), Tr(r-0) 27.591 48 357'-11 E(9'-0) 30.386 49 350'-9 PO(10'-0) 34.878 53 357-11 Tr(1'-0), C(5'-0) 26.006 54 35T-11 Tr(1'-0), C(5'-0) 26.006 55 357-11 Tr(V-0), T(5'-0) 26.006 56 357'-11 C(5'-0), Tr(1'-0) 26.095 57 35T-11 C(5'-0), Tr(1'-0) 26.125 58 357-11 T(5'-0) 25.886 ' 59 357-11 Tr(1'-0), C(5'-0) 25.828 60 357-11 Tr(1'-0), T(5'-0) 25.068 61 35T-11 Tr(1'-0), T(5'-0) 24.338 66 357-11 T(3'-0) 12.363 67 35T-11 T(3'-0), Tr(1'-0) 12.372 68 357-11 T(3'-0), Tr(1'-0) 13.122 69 357-11 T(3'-0), Tr(1'-0) 13.064 k, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:26AM . Page 3 'p, Hydraulic Analysis Job Number: 201902 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Q. Routel••••• DR 0.8740 17.00 9.09 150 0.155074 0'-6 Pf 0.543 301 35T-5 17.00 4.9 12.037 Sprinkler, 3'-0 Pe -0.217 66 35T-11 _ 12.363 T(3'-0) Y-6 Pv BL 1.1010 1.92 0.65 150 6.000889 10'-0% Pf 0.010 66 357-11 12.363 1'-0 Pe 67 35T-11 12.372 Tr(1'-0) 11'-0% Pv BL 1.1010 18.92 6.38 150 0.061426 11'-2% Pf 0.750 67 35T-11 17.01 12.372 Flow (q) from Route 2 1'-0 Pe 68 357'-11 13.122 Tr(V-0) 12'-2% Pv BL 1.1010 36.43 12.28 150 0.06 50 51'-1% Pf 14.469 68 35T-11 17.51 13.122 Flow (q) from Route 4 19'-0 Pe 47 357'-11 27.591 5Tr(1'-0), 2E(7'-0) 70'-1'% Pv BL 1.5980 68.98 11.04 150 0.109553 8'-6% Pf 2.795 47 35T-11 32.55 27.591 Flow (q) from Route 3 17-0 Pe 48 357-11 30.386 T(8'-0), E(9'-0) 26-6% Pv BL 2.2030 68.98 5.81 120 0.34 61 10'-6Y2 Pf 1.388 48 357-11 30.386 29'-6 Pe 3.104 49 350'-9 • 34.878 2E(5'-0), BV(6-0), fE(3'-6), PO(10'-0) 40'-0%s Pv ST 4.3100 68.98 1.52 120 11.001320 20T-11% Pf 0.363 49 350'-9 34.878 67'-2 Pe 24.453 18 294'-4'/. 59.694 fT(16-0), 2BV(12'-0), 4fE(6-9%) 275'-1'/ Pv ST 6.3570 68.98 0.70 120 0.000199 45'-10% Pf 0.032 18 294'-4Y4 59.694 113'-2 Pe -1.518 19 297-10Y. 58.208 2fT(31'-5%4), 4fE(12'-7) 159'-0% Pv ST _ 4.3100 68.98 1.52 120 0.001320 11'-0% Pf 0.024 19 297-1034 58.208 6-9Y2 Pe 2.259 20 292'-7% 60.490 fE(6-91/2) 17-10 Pv MS 4.2600 68.98 1.55 120 0.001397 3'-1 Pf 6.053 20 292'-7% 60.490 35'-9% Pe 0.566 4 291'-4 67.109 f(-0.000), BV(15'-9Y2), PO(20'-0), 38'-10% Pv -- - BFP(-6.000) UG 4.2200 68.98 1.58 140 0.001100 45'-0 Pf 0.079 4 291'-4 67.109 26-934 Pe 2.168 5 286'-4 69.355 LtE(10'-0%), E(16-8%), S 71'-9% Pv 100.00 Hose Allowance At Source 5 168.98 Q. Route2••••• DR 0.8740 17.01 9.09 150 0.155187 0'-6 Pf 0.543 302 357-5 17.01 4.9 12.046 Sprinkler, 3'-0 Pe -0.217 67 357-11 12.372 T(3'-0) 6-6 Pv A Route 3 DR 0.8740 17.47. 9.34 150 0.163080 0'-6 Pf 0.571 303 35T-5 17.47 4.9 12.710 Sprinkler, 3'-0 Pe -0.217 69 35T-11 13.064 T(3'-0) 6-6 Pv BL 1.1010 32.55 10.97 150 _ 0.167539 _ 46'-3Y2 Pf . 11.274 69 357-11 15.08 13.064 Flow (q) from Route 12 21'-0 Pe 61 35T-11 24.338 2E(7'-0), T(5'-0), 2Tr(1'-0) 6T-3% Pv BL 1.1010 23.40 7.88 150 0.090955 7-0'/. Pf 0.730 61 357-11 24.338 Tr(1'-0) 1'-0 Pe 60 357-11 25.068 8'-0% Pv BL 1.1010 16.43 5.54 150 0.047276 6-1% Pf 0.573 60 357-11 25.068 Tr(1'-0) 6-0 Pe 42 35T-11 25.641 T(5'-0) 12"-1% Pv BL 1.3940 9.30 1.96 150 0.005 35 65'-2 Pf 0.367 42 357-11 25.641 5'-0 Pe 43 35T-11 26.008 5Tr(1'-0) 70'-2 Pv BL 1.3940 9.87 2.08 150 0.005842 57'-10% Pf 0.397 43 35T-11 0.5726.008 Flow (q) from Route 5 10'-0 Pe 44 35T-11 26.405 4Tr(1'-0), T(6'-0) 67'-10% Pv BL 1.3940 16.43 3.45 150 0.014983 6-1% Pf 0.107 44 35T-11 6.55 26.405 Flow (q) from Route_6 1'-0 Pe 45 357'-11 •- 26.511 - Tr(1'-0) 7-1'% Pv BL 1.3940 23.40 4.92 150 0.028825 T -0Y4 Pf 0.231 45 357-11 6.97 26.511 Flow (q) from Route 13 1'-0 Pe 46 357'-11 26.743 Tr(1'-0) 6-0%4 Pv BL 1.3940 32.55 6.84 150 0.053096 8'-11'/. Pf 0.848 46 35T-11 9.15 - "26.743 Flow (q) from Route 14 7-0 Pe 47 35T-11 27.591 Tr(1'-0), C(6'-0) 15'-11% Pv 0 Route 4 M.E.P.CAD, Inc. 0AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:27AM Page 4 VW ir Q1430 `=�'- Hydraulic Analysis yob Number: 201902 Report Description Residential Pipe Type Diameter Flow Velocity HWC Friction Loss . Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings DR 0.8740 17.51 9.36 150 0.163747 0'-6 3'-0 3'-6 Pf 0.573 Pe -0.217 Pv 304 357-5 17.51 4.9 68 357-11 12.766 • Sprinkler, 13.122 T(3'-0) ® Route 6 BL 1.1010 7.12 2.40 150 0.010075 8'-11% 8'-11% Pf 0.091 Pe Pv 41 357-11 7.12 59 357-11 25.738 Flow (q) from Route 11 25.828 BL 1.1010 4.39 1.48 150 0.004107 7-0% 7-0 14'-01/. Pf 0.058 Pe Pv 59 357-11 58 357-11 25.828 Tr(1'-0) 25.886 Tr(1'-0), T(5'-0) BL 1.1010 2.27 0.77 150 0.1)01 16 87'-7 11'-0 98'-7 Pf 0.120 Pe Pv 58 357-11 53 357-11 25.886 26.006 11Tr(1'-0) BL 1.1010 0.26 0.09 150 0.000022 7'-0'/. 10'-0 17-0'/. Pf 0.000 Pe Pv 53 357'-11 54 357-11 26.006 C(5'-0) 26.006 C(5'-0) BL 1.1010 0.57 0.19 150 0.000094 8'-11% 10'-0 18'-11% Pf 0.002 Pe Pv 54 357-11 2.74 43 357-11 26.006 C(5'-0), Flow (q) from Route 10 26.008 T(5'-0) ca Route 6 BL 1.1010 0.08 0.03 150 0.000003 6'-11% 10'-0 16'-11% Pf 0.000 Pe Pv 55 357-11 2.11 53 357-11 26.006 T(5'-0), Flow (q) from Route 9 26.006 C(5'-0) BL 1.1010 2.10 0.71 150 0.b0108 70'-4 15'-0 86-4 Pf 0.089 Pe Pv 53 357'-11 56 357-11 26.006 Tr(1'-0) 26.095 9Tr(_1'-0 , C(5'-0) BL 1.1010 4.13 1.39 150 0.00303 7'-0'/. 1'-0 8'-0% Pf 0.029 Pe Pv 56 357-11 2.03 57 357-11 26.095 Flow (q) from Route 7 26.125 Tr(1'-0) BL 1.1010 6.55 2.21 150 0.60$ 36 21'-5 11'-0 32'-5 Pf 0.280 Pe Pv 57 357-11 2.43 44 357-11 26.125 Flow (q) from Route 8 26.405 2T(5'-0), Tr(1'-0) v Route 7 BL 1.1010 2.03 0.69 150 0.000990 77'-3Y3 13'-0 90'-3% Pf 0.089 Pe Pv 55 357-11 2.11 56 357-1.1 26.006 Tr(1'-0), Flow (q) from Route 9 26.095 7Tr(1'-0), T(5'-0) ® Route 8 BL 1.1010 2.43 0.82 150 0.001373 70'-4 16'-0 86'-4 Pf 0.119 Pe Pv 54 357-11 2.74 57 357-11 26.006 Tr(1'-0), Flow (q) from Route 10 26.t25 10Tr(1-0), C(5-0) Route 9 BL t 1.1010 2.11 0.71 150 0.001065 94'-6% 18'-0 112'-6% Pf 0.120 Pe Pv 58 357-11 55 357-11 25.886 T(5'-0) 26.006 - T(5'-0), 8Tr(1'-0) - c� Route 10 BL ,1.1010 2.74 0.92 150 0.001717 87-7 16-0 10V-7 Pf 0.178 Pe Pv 59 357-11 54 357-11 25.828 • C(5'-0) 26.006 11Tr(1'-0) - - ca Route 11 BL 1.3940 7.12 1.50 150 0.003193 22'-51Pf 0.097 8'-0 Pe 30'-5 ,Pv 42 357-11 41 357-11 25.641 25.738 2Tr(1'-0), T(6-0) ch Route 12 BL 1.1010. 15.08 5.08 150 0.040368 16'-4'h 1'-0 17'-4% Pf 0.701 Pe Pv 66 357-11 69 357-11 12.363 13.064 Tr(1'-0) ca Route 13 BL 1.1010 6.97 2.35 150 . 0.009681 123'-0% 26'-0 149'-0% Pf 1.443 Pe Pv 60 357-11 45 - 357-11 25.068 T(5'-0) 26.511 16Tr(1'-0), C(5'-05" - QD Route 14 BL 1.1010 9.15 3.08 150 0.016026 123'-0% 27-0 150'-0% Pf 2.405 Pe Pv 61 357-11 46 357-11 24.338 T(5'-0) 26.743 17Tr(1'-0), T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) I C Value Multiplier i ( Actual Inside Diameter 4.87 ) = Factor Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ,, m M.E.P.CAD, Inc. 3 AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:27AM Page 5 Hydraulic Analysis 1 Pipe Type Diameter Downstream Elevation Upstream Flow Job Number: 204902 Report Description: Residential Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length (Pressure Eq. Length Summary Total Length Fittings 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 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 Ee1 Ee2 f fd FDC fE fEE fl9 FN fT 9 GloV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr v 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 22W 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 Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:27AM Page 6 ; IHvdraufic Graph Job Number: 201902 Jr:Liu' - Report Description: Residential Water Supply at Node 5 • 100 90 Static Pressure 85.000 80 wt 168.98 69.355 Pressure, psi I,,, „ „ „ 1L1Lu_ui_1'f,,,l 11,11 i 1 111111, 1 t 11, 1 „ 1-11,111 11 ,1',,,,1,111 168.98 at with hose streams System demand curve .00e20.000 �WWIIII IIII11111 111111111 1111 1 1 1 1 1 I I I I i 1 1 1 i I t 1 I i l i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 111111111 V 0700 1 400 2100 2800 3500 4200 4.900 5600 6300 7000 Water flow, gpm Hydraulic GrmPI, Water Supply at Node 5 Shdc Pressure 85.000 , Residue: Pressure 20.000 @ 3500.00 AvWage Praadre at Time d Test 84.761 @ 168.98 System Demand 69.355 @ 68.98 System Demand (Including Hou Allowance et Sauce) 69.355 @ 168.98 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/5/2019 11:31:25AM Page 2 ' Hydraulic Summary Job Number: 201902 Report Description: Ordinary Group II Job Job Number 201902 Design Engineer PHIL FRANCE Job Name: TUKWILA VILLAGE BLDG A State CerlifiatioMicaneeNumber 0061-0292-C Address 1 14200 TUKWILA INTERNATIONAL BLVD. ANJ TFD Address 2 TUKWILA, WA. 98168 Job Site/Building LEVEL 1 WET STANDPIPE Address 3 Drawing Name L 1 W S P CALC PLAN.cad System Remote Area(s) Most Damming SFinider Data K -Factor at Occupancy NA Job Sur 11x Manually Flowing Nae Allowance At Soares 0.00 Density NA Area a(Appliation NA Additional Nae Supplies 1 FIow(gom) Number Of Sprinklers Calculated 0 Coverage Per spdnider NA Hose At Node 18 250.00 Hose At Node 17 250.00 Hose At Node 4 250.00 AutoPeair Rssulte: Pressure For Remote Ams(s) Ad}ace* To Mod -Remote Area Total hose Streams 750.00 System Flow Demand 750.00 Total Water Required (Including Naw Allowance) 750.00 Madmum Pressure Unbalance In Loops 0.000 Madman, Velocity Above Ground 16.75 between nodes 19 and 18 Maximum Velocity Under Ground Volume capacity of Wet Pipes 577.47ga1 Volume capacity or Dry Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 16 Water Supply 150.000 150.000 750.00 150.000 750.00 143.364 6.636 Contractor Contractor Number 22 Contact Name PHIL FRANCE Contact DU Name al Contractor. SUREFIRE SPRINKLER CORP. Phos 206-793-7688 Extension Address 1 POBOX719 FAX Address 2 RAVENSDALE, WA. 98051 Email phil@surefiresprinkler.com Address 3 Web -Site ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 12:20:42PM Page 1 1 Node Analysis Job Number: 201902 Report Description. Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 4 348'-9 Hose( -100.000) 100.000 250.00 16 295'-31/4 S 143.364 750.00 17 348'-9 Hose( -100.000) 100.000 250.00 18 34T-9 Hose( -100.000) 114.420 250.00 5 348'-9 PO(12'-0) 102.585 15 291'-11 fT(25'-0) 142.697 19 347'-9 P0(12'-0) 117.005 m M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 2/6/2019 12:20:44PM Page 3 474 Hydraulic Analysis Job Number: 201902 Report Description: Ordinary. Group II Pipe Type Diameter FIow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt. Pn Fittings v Route 1 DY 2.4690 250.00 16.75 120 0.215409 0'-0 12'-0 17-0 Pf 2.585 Pe Pv 4 5 348'-9 348'-9 250.00 100.000 102.585 Hose( -100.000) PO(12'-0) ST 4.3100 500.00 11.00 120 0.051504 208'-3% 92'-2 300'-51/2 Pf 15.475 Pe 24.637 Pv 5 15 348'-9 291'-11 250.00 102.585 142.697 Flow (q) from Route 2 fT(16'-0), 2BV(12'-0), 4fE(6'-9Y2), fT(25'-0) ST 6.3570 750.00 7.58 120 0.016432 53'-3'% 75'.5Y4 128'-8% Pf 2.115 Pe -1.449 Pv 15 16 291'-11 295'-3%4 250.00 142.697 143.364 Flow (q) from Route 3 6fE(12'-7), S 0.00 Hose Allowance At Source 16 750.00 c. Route 2 DY 2.4690 250.00 16.75 120 0.215409 0'-0 12'-0 12'-0 Pf 2.585 Pe Pv 17 5 348'-9 348'-9 250.00 100.000 102.585 Hose( -100.000) PO(12'-0) CA Route 3 DY 2.4690 250.00 16.75 120 0.215409 0'-0 12'-0 17-0 Pf 2.585 Pe Pv 18 19 347'-9 347-9 250.00 114.420 117.005 Hose( -100.000) PO(12'-0) ST 4.3100 250.00 5.50 120 0.014287 6V-9% 47-4% 104'41/4 Pf 1.489 Pe 24.203 Pv 19 20 347'-9 291'-11 117.005 142.697 3fE(6'-9Y2), BV(12'-0), fE(10'-0) DY 6.3570 250.00 2.53 120 0.002153 0'-0 0'-0 Pf 0.000 Pe 0.000 Pv 20 15 291'-11 291'-11 142.697 142.697 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter �4.s� Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter = Factor &,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 12:20:45PM Page 4 1 ��.n Pipe Type Downstream Upstream Hydraulic Analysis Diameter Elevation Flow Discharge Job Number: 201902 Report Description: Ordinary Group II Velocity HWC K -Factor Pt Pn Fittings Friction Loss Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend AO Ami -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 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 flg FN fT 9 GIoV GV Ho Hose i1V 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 450 Elbow 11W Elbow 22W 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 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 Wirsbo Water Meter Valve Cap �, m M.E.P.CAD, Inc. D AutoSPRINK®VR11 v11.0.39.0 2/6/2019 12:20:45PM Page 5 )p Hydraulic Graph Job Number: 201902 Report Description: Ordinary Group 11 Water Supply at Node 16 200 180 160 -Static Pressure 150.000 750.00 150.000 140 750.00 @ 143.364 120 1 100 g a 80 60 System demand curve 40 20 0 111111111111111I11111111111111111111111111111 111111111 111111111 11111 1111 111111111 0150 300 450 600 750 900 1050 1200 Water flow, gpm 1350 1500 hydreullc Drepl Water Supply at Node 16 Static Pros/ire 150.000 Residual. Pressure 150.000 @ 750.00 Amiable Pleasure at Timed Test 150.000 @ 750.00 lint= Demand 143.364 @ 750.00 System Demand (Inducing Mone Mamma, at Source) 143.364 @ 750.00 116,, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 2/6/2019 12:20:43PM Page 2 (WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. PARKING GARAGE NOTES PARKING AREA- NFPA 13, 2010 ETITION. ORDINARY GP. 1 DRY SYSTEM SPRINKLER SPACING MAXIMUM 20 x 20 MAXIMUM 10'-0 FROM WALLS. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW RIGID INSULATION ON UNDERSIDE OF CONCRETE DECK. Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 max. spacing, 40'-0 max. from end of piping System to be hydrostatically tested © 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 21 /2" - 4" to be ANSI / ASTM A-795 "EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "EDDY 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. " HANGER DETAILS EXISTING CITY MAIN IN TUKWILA INTERNATIONAL BLVD. \ (Fig. 1001) UL Listed Sway Brace Attachment h x 3% Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe. Schedule 40 Brace Identification Number. SB -3 (to be shown on plan) SB -3 3" PIPE 40' - 0" O/C (Fig. 4B) Pipe Clamp for Sway Bracing (Fig. 980) Universal Swivel Sway Brace Attachment %x3Y.Anchor. Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. LB -3 (to be shown on plan) LB -3 3" PIPE 80' - 0" O/C (Fig. 1001) UL Listed Sway Brace Attachment Y x 35'. And Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. SB -4 (to be shown on plan) SB -4 4" PIPE 40' - 0" O/C ((g. 4A) UL Listed Pipe Clamp for Sway (Fig. 980) Universal Swivel Sway Brace Attachment i4 x 3% Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe. Schedtde 40 Brace Identification Number. LB -4 (to be shown on plan) LSB-4 4" PIPE 80' - 0" O/C (Fig. 1001) UL Listed Sway Brace Attachment Co 5/8 x 4 Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number SB -6 (to be shown on plan) SB -6 6" PIPE 30' - 0" OIC (Fig. 4B) Pipe Clamp for Sway Bracing (Fig. 980) Universal Swivel Sway Brace Attachment 5/8 x 4 Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. LB -6 (to be shown on plan) LB -6 6" PIPE 30' - 0" OIC (2) SWING GATE DOORS W/ MAG HOLD OPEN NORTH GARAGE ENTRY WET STANDPIPE 3 - 2 1/2" FIRE HOSE VALVES, 750.0 gpm SYSTEM DEMAND @ FDC 143.4 psi. 6" X 5" STORZ CONNECTION, WITH LOCKING CAP, WALL MOUNTED F D C, FOR PRIMARY STANDPIPE. 4" FIRE SERVICE FORM CITY MAIN, BY OTHERS ELECTRICAL ROOM P 1 PARKING GARAGE LEVEL 1% T -8Y2 8'-8' LEV. MACH. RM. 0 Without Comments la As Noted in Rei Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau fQr :,onforrnance with current City standarbs. Accepts: r(F: r, subject to errors and omissions which o<,, rad'`': violations of adopted standards and cordis'+ ncer,. The responsibility for the adequacy of desigi' vests with the designer. Additions, deletoi> (i wN;1:6:sem to these drawings after this date will .:^epta%-iceand will require a resubmittal of navis i r re°wine s fcg. subsequent approval. Final accepia. }3 sk.i*N:t to field test and Inspection by The Tukwila Fire PreventicIP Bureau. Date: S --)-k -t CL....._`511: jr ( f & DN SUPPLY ELEV. NTROL VALVE, WITH TAMPER. INSTALL 1" TEES WITH PLUGS FOR DRAINS AT EACH SIDE OF VALVE TU Q,N3A FIRE DEPARTMENT Please call 206-575-4407 and give this FirL Permit No. _11-s-1Uc and ex act address forshut- down or restoration approval. 1% 8'-9% TRACTION ELEVATOR AS PIT. 8'-2'4 B'-0 6'-1 1T-3% -0% 12'-0 OMES IC HWT/ SPRI KLER RM. ti'° 18 19 3' PARTIAL SITE PLAN SCALE: 1/8" =1"-0 4 401-0 STAIR 2 4"PIV,BYOTHE SFSC TO START INS THE BUILDING AT`A FLANGE LEFT BY 4" SUPPLY TO 6" PRARY OTHERS. WET STANDPIPE S PPLING THE BUILDING SPRI KLER SYSTEMS ON ALL L I VELS STAIR # 2, 4" WET STANDPIPE, UP STORAGE HATCHED AREA INDICATES PIPE TO BE HEAT TRACED, INSULATED, & MONITORED. LEVEL P 1 PLAN SCALE: 1/8" = 1"-0 ALL GARAGE AREA PIPING TO BE EDDY- FLOW MAINS, AND EDDY -THD LINES. GARAGE AREA , MAXIMUM SPRINKLER HEAD SPACING ESLO HEADS 400 SQ. FT. STD SSU 100 SQ. FT. SLOPE ALL GARAGE PIPE TO DRAIN. SLOPE LINES 1/2" - 10' - 0". SLOPE MAINS 1/4" - 10'-0". 4" WET SUPPLY TO BUILDING STANDPIPE SYSTEM 4" GVD BUTTERFLY VALVE W/TAMPER, WATERFLOW INDICATOR, 2" MAIN DRAIN, AND PRESSURE GAGE 4" DIP FROM CITY CONNECTION. SFSC TO START INSIDE THE BUILDING ATA FLANGE LEFT BY OTHERS. - 4"SUP GARAG 4" SUPPLY TOP 1 LEVEL GARAGE SYSTEM 110 VOLT, SINGLE PHASE AIR COMPRESSOR. MOC POWER SUPPLY FROM C BREAKER. COMPRESSO LARGEST SYSTEM, TO R PRESSURE WITHIN 30 M , RISER MOUNTED , #OL435v75AC EDICATED 20 AMP SIZED FOR =STORE AIR N. ELEC. ROOM BICYCLE STORAGE (21 BIKES) 4" FIRELOCK NXT, SER ES 768, DPV 1 DRY PIPE VALVES, WITH DRAINS HI/LOW PRESSURE SWITCHES. 420644203 C'�'ti204 . o ---..„....,..... ./* k • ,202 (Ir. 101 114r411 LEVEL P 1 WEST PARKING REMOTE ARE , ORDINARY GP 1 .15 gpm / 1,950.0 SQ. FT.. ESLO HEADS MAX SPACING 400 SQ. FT. SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND © B 0 R 405.5 gpm @ 65.5 psi. SUPPORT RISER MANIFOLD W/2" PIPE 4" WILKINS STANDS TYP. OF 3 350ADABGVIC DDCVA VALVE. RISER DETAIL NO SCALE DRY SYSTEM CAPACITY LEVEL L 1 185.0 GALLONS LEVEL P 1 280.0 GALLONS WATER FLOW INFORMATION Hydrant Test Location : North Side of South 144 th Street, Across from 4021 S. 144 th St.. Test Date 06/05/17. STATIC: 85.0 psi, RESIDUAL: 20.0 psi, FLOW: 3,500 gpm. Information Provided by W D # 125. DRUM DRIP 1" DOWN TO INSPECTORS TEST VALVE, AND DRUM RAIN. UTILITY LEVEL P 1 SOUTH PARKING ' EMOTE AREA, ORDINARY GP 1 .15 gpm / 1,9 ' .0 SQ. FT.. ESLO HEADS MAX SPACING 400 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 343.1 gpm @ 60.0 psi. 1" Supply 1" Globe valve, typical 2" x 1" Reducing coupling, typical 2" x 1'-0" Pipe or equivalent capacity drum drip 1" Pipe 1" Plug or nipple and cap w� NORTH ` 3,4 Revisions Sprinkler Information REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty PLAN REVIEW LETTER DATED2/21/19. O Vic V2703 K-5.6 SR UPRIGHT 155 35 0 Vie V3425 ECOH K14.0 SR UPRIGHT 155 46 TOTAL THIS SHEET: 81 Standard Symbols >I< - Post Indicator Valve >r< - Key Operated Valve --F - Public Hydrant - Fire Dept. Connection pt< - O.S.&Y. Gate Valve - Check Valve / New Underground A = 4 - Existing Under round Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer Sprinkler Head Symbols -0-- Upright On 1/2" Outlet a - - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -Q- - Upright On 1" Stubb-up - - Upright And Pendant On Drop V - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. Inspections 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL P 1 FLOOR PLAN 5. ,Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/01/19 Engr. P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 1 OF 8 WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. PARKING GARAGE NOTES PARKING AREA- NFPA 13, 2013 ETITION. ORDINARY GP. 1 DRY SYSTEM SPRINKLER SPACING MAXIMUM 20 x 20 MAXIMUM 10'-0 FROM WALLS. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW RIGID INSULATION ON UNDERSIDE OF CONCRETE DECK. Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 max. spacing, 40'-0 max. from end of piping System to be hydrostatically tested @ 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 1/2" - 4" to be ANSI /ASTM A-795 "EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "EDDY 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. " BRANCH -LINE END OF UNE RESTRAINTS WILL BE INSTALLED PER NFPA# 13, SECTION 9.3.6 (3). RESIDENTIAL LOFT AREA NOT CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FORA RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION COMMON AREA NOTES ALL COMMON AREAS TO BE DESIGNED FOR AN ORDINARY HAZARD GP 1 OCCUPANCY. CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 112" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING STD SSP 130 SQ. FT. ESLO HEADS 256 SQ, FT. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION COMMERCIAL AREA NOTES 1.25" UP TO LEVEL 1. LEVEL 1, LOFT , RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 190 SQ. FT. SYSTEM DEMAND @ B 0 R ,76.0 GPM @ 71.6 PSI 1.25" UP TO LEVEL 1. 1.25" DOWN TO LOWER LEVEL 1. LOWER LEVEL 1 RESIDENTIAL LOFT PLAN SCALE:1 /8" =1 "-0 r 111111111111111111u1�� 11111111111111u1tu1., 11111111u11111111111 111111111111111111111-' IuuuuuuuunuI =•1g pql u .1 1.25" DOWN TO LOWER LEVEL 1. HANGER DETAILS L 1 PARKING REMOTE AREA, ORDINARY GP 1 .15 gpm / 1,950.0 SQ. FT.. ESLO HEADS MAX SPACING 400 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 433.6 gpm @ 65.5 psi. 1" DOWN TO INSPECTORS TEST VALVE. SLIDING GARAGE ENTRY DOOR (SOLID) 1 0 2 DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN 3" GROOVED BUTTERFLY VALVE W/ TAMPER 3" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 3" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM N/ ® �.; 3" READY RISER, W/ DRAIN, ,"FLOW SWITCH, PRESSURE REKIEF, AND PRESSURE GAGE 3" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE LEVEL 1 RESIDENTIAL LOFT PLAN SCALE: 1/8" =1"-0 HATCHED AREA INDICATES PIPE TO BE HEAT TRACED, INSULATED, & MONITORED. CHAIN LINK FENCE UPPER PARKING GARAGE /- LEVEL 1 SOUTH COMMERCIAL. RETAIL REMOTE AREA, ORDINARY GP 2 .20 gpm / 1500.0 SQ. FT.. ESLO HEADS MAX SPACING 256 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @BOR 419.2 gpm 65.8 psi. 1-7 0 CONCRETE DECK, AND STEEL COVERED PORCH AREA, NAS LOBBY 13'-5" CH MAINTAIN 8'-2" VERTICAL CLEARANCE TO VAN ACCESSIBLE STALLS COVERED PORCH 4" DOWN TO LEVEL P 1. 16" DECK 1 5' 'ifs 8' - 0" C H 8'-7 4 0 11'-4 25'-6 3'-7VV1'C21. 9'-8'/ 5'-3 8'-2 3'-3 3'-7 14 -2 21'-0 STAIR 1 STAIR # 1, 4" WET STANDPIPE,ISOLATION VALVE, AND 1 2 1/2" FIRE HOSE17 VALVE SECONDARY 47DRY STANDPIPE 21/2" FIRE _ HOSE VALVE, WITH LOCKING KNOX CAPS, ,/ PER TFD STANDARDS - CHAIN LINK FEN•E 1 W/ SWING GATE STAIR # 2, 4" WET STANDPIPE, AND ISOLATION VALVE. FIRE CO 1 9'-0 GREA SHAFT 3'-2%Z -� -1 , / 3 -0 tgiN. 4b' LEVEL 1 SECTIONAL 1, FLOOR CONTROL ASSY. 292.43' LEVEL 1 PLAN of SCALE: 1 /8" =1 "-0 ALL GARAGE, AND COMMERCIAL AREA PIPING TO BE EDDY- FLOW MAINS, AND EDDY -THD LINES. GARAGE AREA , MAXIMUM SPRINKLER HEAD SPACING ESLO HEADS 400 SQ. FT. STD SSU 100 SQ. FT. SLOPE ALL GARAGE PIPE TO DRAIN. SLOPE LINES 1/2" - 10' - 0". SLOPE MAINS 1/4" - 10' - 0". RETAIL AREA - NFPA 13 ORDINARY HAZARD GP 2 , WET SYSTEM SPRINKLER SPACING MAXIMUM PER HYDRAULIC CALCULATIONS. ALL HEADS TO BE INSTALLED IN 1" BUSHED OUTLETS FOR FUTURE. UPRIGHT SPRINKLER DEFLECTORS TO BE LOCATED 1" TO 12" BELOW DECKING. Earthquake bracing to be standard per N.F.P.A. #13. Lateral bracing 40'-0 maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-O maximum spacing, 40'-O maximum from end of piping System to be hydrostatically tested @ 200psi for 2 hours - per N.F.P.A. #13. Pipe sizing per: HYDRAULIC CALCULATIONS. Main piping 2 " - 4" to be ANSI / ASTM A-795 EDDY -FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI /ASTM A-795 "EDDY -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. BRANCH -LINE END OF LINE RESTRAINTS WILL BE NVENT CADDDY SYSTEM, INSTALLED PER NFPA# 13, SECTION 9.3.6 (3). SYSTEM DESIGNED PER NFPA # 13, 2013 EDITION. I i L 4 TENANT 41- N 295.07' SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 4" X 5" STORZ CONNECTION, WITH LOCKING CAP, WALL MOUNTED F D C, (Fig. 1001) UL Listed Sway Brace Attachment 'r4 x 3Y.. Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. SB -3 (to be shown on plan) 1, SB -3 3" PIPE 40' - 0" OIC (Fg. 4B) Pipe Clamp for Sway Bracing (Fig. 980) Universal Swivel Sway Brace Attachment % x 3% Anchor, Wedge (Fig. 909) No -thread Swivel Sway Brace Attadunert 1 Pipe, Schedule 40 Brace Identification Number. LB -3 (to be shown on plan) LB -3 3" PIPE 80' - 0" OIC L E/RESTAU ' = N LEVEL 1 NORTH COMMERCIAL. RETAIL REMOTE AREA, ORDINARY GP 2 .20 gpm / 1058 SQ. FT. AREA REDUCTION FOR 17' - 0" C. H. QR SSU 107 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 298.6 gpm @ 60.3 psi. (Fig. 1001) UL Listed Sway Brace Attachment 295.67 J x 3% Anchor, Wedge EXTERIOR METAL CANOPY, TYPICAL OF 13, NAS (Fig. 909) No -thread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number SB -4 (to be shown on plan) SB -4 4" PIPE 40' - 0" OIC (Fig. 4A) UL Listed Pipe Clamp for Sway Bracing (Fig. 980) Universal Swivel Sway Brace Attachment 'Y x 3'/. Anchor, Wedge (Fig. 909) No -dread Swivel Sway Brace Attachment 1 Pipe, Schedule 40 Brace Identification Number. LB -4 (to be shown on plan) LSB-4 4" PIPE 80' - 0" O/C ?t%D� 296.421 / / WASHINGTON STATE cSRTI RCATN OF OOmSTENCY FIRS FtOTECTION $FRIWO.E* SYSTEMS Revisions Sprinkler Information TOTAL THIS SHEET: 150 Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. Symbol Sprinklers Vic V3425 ECOH K14.0 Type SR UPRIGHT Degree 155 Vic V3425 ECOH K14.0 SR PENDENT 155 O Vic V2703 K-5.6 SR UPRIGHT 155 Vic V2704 K-5.6 QR UPRIGHT 155 Vic V2708 K-5.6 QR PENDENT 155 Vic V2740 K-4.9 QR PENDENT 155 1 Vic V2744 K-4.9 QR SIDEWALL 155 Qty 58 3 25 17 8 35 4 - Post Indicator Valve - Key Operated Valve - Public Hydrant 0,0 - Fire Dept. Connection I - O.S.&Y. Gate Valve N - Check Valve / New Underground = 4 - Existing Underground 1 - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet - o- - Upright On 1" Stubb-up -0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 02/11/19 4. LEVEL L 1 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/11/19 Engr. Scale P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 2 OF 8 WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. LANDSCAPED TERRACE (PRIVATE UNITS) RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION COMMON AREA NOTES ALL COMMON AREAS TO BE DESIGNED FOR AN ORDINARY HAZARD GP 1 OCCUPANCY. CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 314" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2"AND LARGER. MAXIMUM SPRINKLER SPACING STD SSP 130 SQ. FT. MXIMUM 7' - 6" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER \ 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM ,2" READY RISER MANIFOLD W/ DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 A 202 UNIT 2.1 204 PATIO UNIT 1.1 206 UNIT 1.1 208 PATIO T'‘ UNIT 2.1 210 PATIO PATIO COMMUNITY ROOM 214 RATED SOFFIT FOR LAUNDRY RM. SIDEWALL EXHAUST LOUVERS (TYP.) 7FIo OSCAP IRFs/_Fe �© NTS) CORRIDOR ! ELEC/TELE 1 �� 1 ELEC. RM. 1 UNIT 2.3 213 1 UNIT S1 -D 203 UNIT S1_D 11+7 -:IL A UNDR 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE PATIO UNIT 1.1_A 205 UNIT 1.1 207 PATIO UNIT 2.1 209 PATIO SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 1" SUPPLY TO SPRINKLER HEADS WITHIN TRASH CHUTE. LINE OF DECK ABOVE, TY PROVIDE DSSW COVERAGE F DECKS EXCEEDING 4' 0 -" I WIDTH ONLY. TYPICAL OF 3 LOCATIONS. 4" WET STANDPIPE tri WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR !I CONTROL VALVE ASSY UNIT S1_D 216 UNIT S1 215 LEVEL 2 PLAN SCALE 1/8"=1'-0" ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger Pa i Weed s"..no.r 5-6 - ons. 141.1.1.9. 6-0 11/4 ////i 112 //////// 2 8'-0 / / / / / / / / / / / / / / / 10'-0 //// ////////// Woad i,aet Boom .o.t WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. LANDSCAPED TERRACE (PRIVATE UNITS) RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION COMMON AREA NOTES ALL COMMON AREAS TO BE DESIGNED FOR AN ORDINARY HAZARD GP 1 OCCUPANCY. CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 314" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2"AND LARGER. MAXIMUM SPRINKLER SPACING STD SSP 130 SQ. FT. MXIMUM 7' - 6" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER \ 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM ,2" READY RISER MANIFOLD W/ DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 A 202 UNIT 2.1 204 PATIO UNIT 1.1 206 UNIT 1.1 208 PATIO T'‘ UNIT 2.1 210 PATIO PATIO COMMUNITY ROOM 214 RATED SOFFIT FOR LAUNDRY RM. SIDEWALL EXHAUST LOUVERS (TYP.) 7FIo OSCAP IRFs/_Fe �© NTS) CORRIDOR ! ELEC/TELE 1 �� 1 ELEC. RM. 1 UNIT 2.3 213 1 UNIT S1 -D 203 UNIT S1_D 11+7 -:IL A UNDR 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE PATIO UNIT 1.1_A 205 UNIT 1.1 207 PATIO UNIT 2.1 209 PATIO SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 1" SUPPLY TO SPRINKLER HEADS WITHIN TRASH CHUTE. LINE OF DECK ABOVE, TY PROVIDE DSSW COVERAGE F DECKS EXCEEDING 4' 0 -" I WIDTH ONLY. TYPICAL OF 3 LOCATIONS. 4" WET STANDPIPE tri WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR !I CONTROL VALVE ASSY UNIT S1_D 216 UNIT S1 215 LEVEL 2 PLAN SCALE 1/8"=1'-0" ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5-6 1" 6-0 11/4 6'-6 112 r-0 2 8'-0 212 9'-0 3 10'-0 HANGER DETAILS LANDSCAPED TERRACE UNIT 1.1_C 218 NORTH rj Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections UNIT 2.3 217 REV #1 315/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 Sprinklers Vic V2740 K-4.9 Vic V2708 K-5.6 Vic V2708 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR PENDENT Degree 155 200 155 QR DSSW 155 Qty 177 13 8 3 TOTAL THIS SHEET: 201 - Post Indicator Valve - Key Operated Valve -I - Public Hydrant - Fire Dept. Connection ct< - Q.S.&Y. Gate Valve - Check Valve / New Underground = 4 - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer -o- - Upright On 1/2" Outlet _0_ - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 2 FLOOR PLAN 4. 5. Job No. 201902 TUKWILA VILLAGE BLDG A pate gngr. Scale 02/11/19 _ P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 3 OF 8 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4'-0 3'-0 1" 5-0 4'-0 11/4 6-0 5'-0 1 12 r -o 7.--0 HANGER DETAILS LANDSCAPED TERRACE UNIT 1.1_C 218 NORTH rj Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections UNIT 2.3 217 REV #1 315/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 Sprinklers Vic V2740 K-4.9 Vic V2708 K-5.6 Vic V2708 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR PENDENT Degree 155 200 155 QR DSSW 155 Qty 177 13 8 3 TOTAL THIS SHEET: 201 - Post Indicator Valve - Key Operated Valve -I - Public Hydrant - Fire Dept. Connection ct< - Q.S.&Y. Gate Valve - Check Valve / New Underground = 4 - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer -o- - Upright On 1/2" Outlet _0_ - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 2 FLOOR PLAN 4. 5. Job No. 201902 TUKWILA VILLAGE BLDG A pate gngr. Scale 02/11/19 _ P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 3 OF 8 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0-9" 0-6" 1" 1'-0 0-9" 1 1/4 V-4 V-0 112 7-0 V-0 HANGER DETAILS LANDSCAPED TERRACE UNIT 1.1_C 218 NORTH rj Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections UNIT 2.3 217 REV #1 315/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 Sprinklers Vic V2740 K-4.9 Vic V2708 K-5.6 Vic V2708 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR PENDENT Degree 155 200 155 QR DSSW 155 Qty 177 13 8 3 TOTAL THIS SHEET: 201 - Post Indicator Valve - Key Operated Valve -I - Public Hydrant - Fire Dept. Connection ct< - Q.S.&Y. Gate Valve - Check Valve / New Underground = 4 - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer -o- - Upright On 1/2" Outlet _0_ - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 2 FLOOR PLAN 4. 5. Job No. 201902 TUKWILA VILLAGE BLDG A pate gngr. Scale 02/11/19 _ P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 3 OF 8 WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2_ ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 211Z' FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7_ ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL_ EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM z2" READY RISER MANIFOLD W/ f DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 302 UNIT 2.1 304 UNIT 1.1 306 UNIT 1.1 308 DECK T _ UNIT 2.1 310 UNIT 1.1_C 314 UNIT 1.0 312 CORRIDOR 134 _ _ 1 %4 1'/ %4 I _ ELEC/ TELE STAIR 1 LOBBY UNIT 2.3 313 STORAGE UNIT 2.3 301 1 UNIT 1.0 303 1 UNDRY 11 DECK 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE UNIT 1.1 305 UNIT 1.1 307 UNIT 2.1 309 1 DECK SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS PROVIDE DSSW COVERAGE FOR DECKS EXCEEDING 4' 0 -" IN WIDTH ONLY. TYPICAL OF 5 LOCATIONS. 4" WET STANDPIPE WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 3 PLAN UNIT 1.0 316 SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe hanger Fp. wood Saw ao.I' 5'-6 1" 6'-0 11/4 ///// 112 ////>. //// 2 8'-0 / / / / / / / / / / / / / / / 10'-0 / / / / / / / / / / / / / / wood u.r. limey ca [Id WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2_ ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 211Z' FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7_ ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL_ EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM z2" READY RISER MANIFOLD W/ f DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 302 UNIT 2.1 304 UNIT 1.1 306 UNIT 1.1 308 DECK T _ UNIT 2.1 310 UNIT 1.1_C 314 UNIT 1.0 312 CORRIDOR 134 _ _ 1 %4 1'/ %4 I _ ELEC/ TELE STAIR 1 LOBBY UNIT 2.3 313 STORAGE UNIT 2.3 301 1 UNIT 1.0 303 1 UNDRY 11 DECK 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE UNIT 1.1 305 UNIT 1.1 307 UNIT 2.1 309 1 DECK SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS PROVIDE DSSW COVERAGE FOR DECKS EXCEEDING 4' 0 -" IN WIDTH ONLY. TYPICAL OF 5 LOCATIONS. 4" WET STANDPIPE WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 3 PLAN UNIT 1.0 316 SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1" 6'-0 11/4 6'-6 112 T-0 2 8'-0 212 9'-0 3 10'-0 HANGER DETAILS UNIT S1 315 UNIT 1.1_C 318 WASHINGTON STATE CERTIFICATE OF CONNETEMCY FIRE PROTECTION SPRENGJI a SYSTEMS 02111119 siensture is a 12/31/19 E W S Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol Sprinklers PLAN REVIEW LETTER DATED2/21/19. 0 Vic V2740 K-4.9 0 Vic V2704 K-5.6 Type QR PENDENT QR PENDENT GLOBE GL K-5.6 QR DSSW Degree 155 200 155 Qty 187 14 5 TOTAL THIS SHEET: 206 pI< - Post Indicator Valve ›To - Key Operated Valve 4 - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existing Underground 1 - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet -0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop V - SideWali On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. Job No. pate Engr. 201902 02/11/19 TUKWILA VILLAGE BLDG A P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 40F8 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4-0 3'-0 1" 5-0 4'-0 11/4 6'-0 5'-0 1 12 T-0 T-0 HANGER DETAILS UNIT S1 315 UNIT 1.1_C 318 WASHINGTON STATE CERTIFICATE OF CONNETEMCY FIRE PROTECTION SPRENGJI a SYSTEMS 02111119 siensture is a 12/31/19 E W S Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol Sprinklers PLAN REVIEW LETTER DATED2/21/19. 0 Vic V2740 K-4.9 0 Vic V2704 K-5.6 Type QR PENDENT QR PENDENT GLOBE GL K-5.6 QR DSSW Degree 155 200 155 Qty 187 14 5 TOTAL THIS SHEET: 206 pI< - Post Indicator Valve ›To - Key Operated Valve 4 - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existing Underground 1 - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet -0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop V - SideWali On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. Job No. pate Engr. 201902 02/11/19 TUKWILA VILLAGE BLDG A P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 40F8 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0.9" 0.6" 1" 1.0 0-9" 1 1/4 V-4 1-0 1 12 7-0 1-0 HANGER DETAILS UNIT S1 315 UNIT 1.1_C 318 WASHINGTON STATE CERTIFICATE OF CONNETEMCY FIRE PROTECTION SPRENGJI a SYSTEMS 02111119 siensture is a 12/31/19 E W S Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol Sprinklers PLAN REVIEW LETTER DATED2/21/19. 0 Vic V2740 K-4.9 0 Vic V2704 K-5.6 Type QR PENDENT QR PENDENT GLOBE GL K-5.6 QR DSSW Degree 155 200 155 Qty 187 14 5 TOTAL THIS SHEET: 206 pI< - Post Indicator Valve ›To - Key Operated Valve 4 - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve N - Check Valve New Underground = 4 - Existing Underground 1 - Alarm Check Valve - Thrust Block - Backflow Preventer -0- - Upright On 1/2" Outlet -0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet - Upright On 1" Stubb-up --0- - Upright And Pendant On Drop V - SideWali On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. Job No. pate Engr. 201902 02/11/19 TUKWILA VILLAGE BLDG A P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 40F8 WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAR 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER \ 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE - SPRINKLER SUPPLY - 2" GROOVED ELBOW RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM /DRAIN, FLOW SWITCH, AND " READY RISER MANIFOLD W/ PRESSURE GUAGE TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 402 UNIT 2.1 404 UNIT 1.1 406 UNIT 1.1 408 UNIT 2.1 410 UNIT 1.0 412 CORRIDOR 1 ELECITELE) LOBBY UNIT 1.0 403 LEC. RM. 0 UNDRY NIT 2.3 A 401 LEVEL 4 PLAN 4" WET STANDPIPE AND 21 /2" FIRE HOSE VALVE. SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger A. Weed sa..n0:r 3/4" 1" 5-0 1 1/4 Drtrvp.ld.q. 112 T-0 / / / / / 8'-0 / / / / / / / / 9'-0 3 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Wood 1 Jai* Sean. Dock WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAR 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER \ 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE - SPRINKLER SUPPLY - 2" GROOVED ELBOW RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM /DRAIN, FLOW SWITCH, AND " READY RISER MANIFOLD W/ PRESSURE GUAGE TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.3 402 UNIT 2.1 404 UNIT 1.1 406 UNIT 1.1 408 UNIT 2.1 410 UNIT 1.0 412 CORRIDOR 1 ELECITELE) LOBBY UNIT 1.0 403 LEC. RM. 0 UNDRY NIT 2.3 A 401 LEVEL 4 PLAN 4" WET STANDPIPE AND 21 /2" FIRE HOSE VALVE. SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1" 5-0 1 1/4 5-6 112 T-0 2 8'-0 212 9'-0 3 10'-0 HANGER DETAILS UNIT 1.1 405 UNIT 1.1 407 UNIT 2.1 409 SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS E W S PROVIDE DSSW COVERAGE FOR DECKS EXCEEDING 4' 0 -" IN WIDTH ONLY. TYPICAL OF 3 LOCATIONS. Revisions Sprinkler Information 1" SUPPLY TO SPRINKLER HEADS WITHIN TRASH CHUTE. 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 4 NORTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @B0R68.8GPM @65.1 PSI Standard Symbols UNIT S 415 UNIT 1.1_C 418 Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 1••••••••"1 Sprinklers Vic V2740 K-4.9 Vic V2704 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR DSSW Degree 155 200 155 Qty 187 14 3 TOTAL THI S SHEET: 201 - Post Indicator Valve ›Ti - Key Operated Valve -� - Public Hydrant - Fire Dept. Connection pi< - O.S.&Y. Gate Valve - Check Valve / New Underground A = - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - - Upright On 1/2" Outlet � - - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 314" outlet - - Upright On 1" Stubb-up _0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. UNIT 2.3 413 LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 68.8 GPM @ 65.7 PSI SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 4 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/11/19 ,Engr. Scale P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 5 OF 8 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4'-0 3'-0 1" 5-0 4'-0 1 1/4 5-0 5-0 1 12 T-0 T-0 HANGER DETAILS UNIT 1.1 405 UNIT 1.1 407 UNIT 2.1 409 SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS E W S PROVIDE DSSW COVERAGE FOR DECKS EXCEEDING 4' 0 -" IN WIDTH ONLY. TYPICAL OF 3 LOCATIONS. Revisions Sprinkler Information 1" SUPPLY TO SPRINKLER HEADS WITHIN TRASH CHUTE. 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 4 NORTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @B0R68.8GPM @65.1 PSI Standard Symbols UNIT S 415 UNIT 1.1_C 418 Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 1••••••••"1 Sprinklers Vic V2740 K-4.9 Vic V2704 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR DSSW Degree 155 200 155 Qty 187 14 3 TOTAL THI S SHEET: 201 - Post Indicator Valve ›Ti - Key Operated Valve -� - Public Hydrant - Fire Dept. Connection pi< - O.S.&Y. Gate Valve - Check Valve / New Underground A = - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - - Upright On 1/2" Outlet � - - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 314" outlet - - Upright On 1" Stubb-up _0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. UNIT 2.3 413 LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 68.8 GPM @ 65.7 PSI SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 4 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/11/19 ,Engr. Scale P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 5 OF 8 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0.9" 0.6" 1" V-0 0.9" 1 1/4 1'-4 1'0 1 12 Z-0 1-0 HANGER DETAILS UNIT 1.1 405 UNIT 1.1 407 UNIT 2.1 409 SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS E W S PROVIDE DSSW COVERAGE FOR DECKS EXCEEDING 4' 0 -" IN WIDTH ONLY. TYPICAL OF 3 LOCATIONS. Revisions Sprinkler Information 1" SUPPLY TO SPRINKLER HEADS WITHIN TRASH CHUTE. 4" WET STANDPIPE WITH 2 1/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 4 NORTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @B0R68.8GPM @65.1 PSI Standard Symbols UNIT S 415 UNIT 1.1_C 418 Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol PLAN REVIEW LETTER DATED2/21/19. 0 1••••••••"1 Sprinklers Vic V2740 K-4.9 Vic V2704 K-5.6 GLOBE GL K-5.6 Type QR PENDENT QR PENDENT QR DSSW Degree 155 200 155 Qty 187 14 3 TOTAL THI S SHEET: 201 - Post Indicator Valve ›Ti - Key Operated Valve -� - Public Hydrant - Fire Dept. Connection pi< - O.S.&Y. Gate Valve - Check Valve / New Underground A = - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - - Upright On 1/2" Outlet � - - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 314" outlet - - Upright On 1" Stubb-up _0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 1. 2. 3. UNIT 2.3 413 LEVEL 4 SOUTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 68.8 GPM @ 65.7 PSI SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 LEVEL 4 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/11/19 ,Engr. Scale P France 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 5 OF 8 LEVEL 5 NORTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @BOR70.9GPM @61.7 PSI WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION LEVEL 5 EAST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 70.2 GPM @ 65.7 PSI COMMON AREA NOTES ALL COMMON AREAS TO BE DESIGNED FOR AN ORDINARY HAZARD GP 1 OCCUPANCY. CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 318" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE BLAZEMASTER CPVC CONNECTED WITH TFP-500 ONE-STEP CEMENT BLAZEMASTER PIPING CONFORMS TO ASTM 442 AND IS UL LISTED BLAZEMASTER FITTINGS MEET ASTM F438 REQUIREMENTS FOR SCHEDULE 40 DIMENSIONS FROM 3/4" TO 1 1/2" AND ASTM 439 REQUIREMENTS FOR SCHEDULE 80 DIMENSIONS FROM 2" AND LARGER. MAXIMUM SPRINKLER SPACING STD SSP 127 SQ. FT. MXIMUM 7' - 6" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM ,2" READY RISER MANIFOLD W/ DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE. LEVEL 5 PLAN SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger Pt* Woad Sew MO I. 3/4" •j on-tcc.x.9.. 1" 6'-0 11/4 Eh 112 7'-0 2 8'-0 MEM 9'-0 3 / / / / i / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / Wool dols, &mewDo* 4" WET STANDPIPE AND 2 1/2" FIRE HOSE VALVE. LEVEL 5 PLAN SCALE ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1" 6'-0 11/4 6'-6 112 7'-0 2 8'-0 212 9'-0 3 10'-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS LANDSCA TERRAC LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 70.2 GPM @ 56.1 PSI 4" WET STANDPIPE WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 5 SUN ROOM REMOTE AREA. .15/ ENTIRE ROOM. MAX HEAD SPACING 127 SQ. FT SYSTEM DEMAND @ B 0 R 101.7 GPM@ 62.8 PSI Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. Symbol • Sprinklers Vic V2740 K-4.9 Type QR PENDENT Degree 155 Vic V2704 K-5.6 QR PENDENT 200 OO Vic V2708 K-5.6 Vic V3416 K-8.0 QR PENDENT 155 QR SIDEWALL 155 Qty 132 11 6 2 TOTAL THIS SHEET: 140 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve - Check Valve New Underground - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - 0- - Upright On 112" Outlet - - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -c— Upright On 1" Stubb-up - Upright And Pendant On Drop - SideWall On 1/2" Outlet - - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL 5 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A pate 02/11/19 Engr. P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 6 OF 8 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4' 4'-0 3'-0 1" 5'-0 4'-0 11/4 6'-0 5'-0 112 r -o 7'-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS LANDSCA TERRAC LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 70.2 GPM @ 56.1 PSI 4" WET STANDPIPE WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 5 SUN ROOM REMOTE AREA. .15/ ENTIRE ROOM. MAX HEAD SPACING 127 SQ. FT SYSTEM DEMAND @ B 0 R 101.7 GPM@ 62.8 PSI Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. Symbol • Sprinklers Vic V2740 K-4.9 Type QR PENDENT Degree 155 Vic V2704 K-5.6 QR PENDENT 200 OO Vic V2708 K-5.6 Vic V3416 K-8.0 QR PENDENT 155 QR SIDEWALL 155 Qty 132 11 6 2 TOTAL THIS SHEET: 140 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve - Check Valve New Underground - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - 0- - Upright On 112" Outlet - - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -c— Upright On 1" Stubb-up - Upright And Pendant On Drop - SideWall On 1/2" Outlet - - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL 5 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A pate 02/11/19 Engr. P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 6 OF 8 CPVC HANGER SUPPORT SPACING TO END UNE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 0-9" 0b" 1" 1'-0 0-9' 1 1/4 1'-4 1-0 1 12 7-0 1-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS LANDSCA TERRAC LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 70.2 GPM @ 56.1 PSI 4" WET STANDPIPE WITH 21/2" FIRE HOSE VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. LEVEL 5 SUN ROOM REMOTE AREA. .15/ ENTIRE ROOM. MAX HEAD SPACING 127 SQ. FT SYSTEM DEMAND @ B 0 R 101.7 GPM@ 62.8 PSI Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. Symbol • Sprinklers Vic V2740 K-4.9 Type QR PENDENT Degree 155 Vic V2704 K-5.6 QR PENDENT 200 OO Vic V2708 K-5.6 Vic V3416 K-8.0 QR PENDENT 155 QR SIDEWALL 155 Qty 132 11 6 2 TOTAL THIS SHEET: 140 - Post Indicator Valve - Key Operated Valve - Public Hydrant - Fire Dept. Connection - O.S.&Y. Gate Valve - Check Valve New Underground - Existing Underground - Alarm Check Valve - Thrust Block - Backflow Preventer - 0- - Upright On 112" Outlet - - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -c— Upright On 1" Stubb-up - Upright And Pendant On Drop - SideWall On 1/2" Outlet - - Sidewall On 1" Outlet 1 2. 3. SureFire Sprinkler Corp. POBox 719 Ravensdale, WA. 98051 4. LEVEL 5 FLOOR PLAN Job No. 201902 TUKWILA VILLAGE BLDG A pate 02/11/19 Engr. P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 6 OF 8 LEVEL 6 NORTH RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 70.2 GPM @ 60.5 PSI WET & DRY STANDPIPE NOTES 1. ALL 2 1/2" FIRE HOSE VALVES TO BE LOCATED ON THE INTERMEDIATE LEVELS OF THE STAIRS, AT APPROXIMATELY 3' - 0" AFF. 2. ALL FIRE HOSE VALVES TO HAVE CAP & CHAIN, DRILL 1/8" HOLE IN CAP. 3. WSP VERTICAL PIPING TO HAVE A FLEXIBLE COUPLING LOCATED WITHIN 1' - 0" BOTH ABOVE, AND BELOW THE FLOOR PENETRATIONS. 4. 4 -WAY SEISMIC BRACING TO BE PROVIDED AT THE TOP, AND BOTTOM OF ALL VERTICAL DSP PIPING. 5. 2 - 21/2" FIRE HOSE VALVES TO BE LOCATED AT THE MID LANDING BETWEEN THE 5TH & 6TH LEVELS WITHIN STAIR 2, 6. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES. 7. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. 8. STANDPIPE HANGERS TO BE LESS THAN 0-6" AND THEREFORE ACT AS SEISMIC BRACES. 9. ALL SECONDARY DRY STANDPIPE 2.5" FHV'S TO HAVE STORZ LOCKING CAPS. RESIDENTIAL AREA NOTES CPVC PIPING TO BE CONCEALED ABOVE CEILINGS OR IN WALLS COVERED WITH A MINIMUM OF 3/8" GYPSUM DRYWALL. EXPOSED PIPING IS ACCEPTABLE WITHIN LIGHT HAZARD OCCUPANCIES. ALL PIPE & FITTINGS TO BE SPEARS FLAMEGUARD CPVC CONNECTED WITH FS -5 ONE-STEP, LOW VOC SOLVENT CEMENT. SPEARS FLAMEGUARD PIPING IS PRODUCED IN SDR 13.5 DIMENSIONS, AS SPECIFIED IN ASTM F 442, AND IS UL LISTED SPEARS FLAMEGUARD FITTINGS ARE PRODUCED IN SCHEDULE 40, & 80 DIMENSIONS FROM 3/4" TO 1 1/4" AND IN SCHEDULE 80 DIMENSIONS FROM 11/2" THROUGH 3", IN ACCORDANCE WITH ASTMF 437, ASTMF 438, AND ASTMF 439 AS APPLICABLE. THESE PRODUCTS ARE UL LISTED, AND FM APPROVED FOR A RATED WORKING PRESSURE OF 175, PSI, AT 150 F. MAXIMUM SPRINKLER SPACING 170 sq. ft. MAXIMUM 9' - 0" OFF ANY WALL MINIMUM 8-0 BETWEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13, 2013 EDITION LEVEL 6 EAST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 68.9 GPM @ 61.4 PSI 1" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO LEVEL P 1 FLOOR DRAIN. 2" GROOVED BUTTERFLY VALVE W/ TAMPER 2" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 11/4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM " READY RISER MANIFOLD W/ DRAIN, FLOW SWITCH, AND PRESSURE GUAGE 2" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 2 NOT TO SCALE UNIT 2.2 602 UNIT S2 606 UNIT 1.0 608 UNIT 2.0 610 UNIT S2 612 1 UNIT 1.0 614 CORRIDOR 114 1�/a 1111 ELEC. RM. LOBBY UNIT S2 603 UNIT 1.0 605 UNIT S2 607 UNIT 2.0 IV 609 UNIT S1_A 611 1 UNIT 2.2 601 rF JANITOR LEVEL 5 TERRACE BELOW LEVEL 6 PLAN 4" WET STANDPIPE AND 21/2"FIRE HOSE VALVE. INSTALL 2.5' NORMALLY CLOSED BFV, ON TOP OF WET, AND EXTEND 2.5' GALV. PIPE TO FHV ON THE ROOF. SCALE 118"=1'-0" ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING Hanger No. 19W Offset Pipe Hanger R» Woo! 9owiw. l'IN 3/4" •• 1' 6'-0 CaelaripaHavar 6'-6 11/2 7'-0 2 8'-0 212 9'-0 3 10'-0 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / WeedlJtlt e... et Deck LOBBY UNIT S2 603 UNIT 1.0 605 UNIT S2 607 UNIT 2.0 IV 609 UNIT S1_A 611 1 UNIT 2.2 601 rF JANITOR LEVEL 5 TERRACE BELOW LEVEL 6 PLAN 4" WET STANDPIPE AND 21/2"FIRE HOSE VALVE. INSTALL 2.5' NORMALLY CLOSED BFV, ON TOP OF WET, AND EXTEND 2.5' GALV. PIPE TO FHV ON THE ROOF. SCALE 118"=1'-0" ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 170 sq. ft MAXIMUM SPRINKLER SPACING 9' - 0" OFF ANY WALL CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1' 6'-0 11/4 6'-6 11/2 7'-0 2 8'-0 212 9'-0 3 10'-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. LEVEL 6 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 69.0 GPM @ 60.5 PSI Sprinkler Information Symbol Sprinklers Type Degree Qty i • Vic V2740 K-4.9 Vic V2704 K-5.6 Vic V3416 K-8.0 QR PENDENT QR PENDENT 155 126 200 12 QR SIDEWALL 155 2 TOTAL THIS SHEET: 140 1" SUPPLY TO 4" WET STANDPIP SPRINKLER HEADS WITH 2 1/2" FIRE HOSE WITHIN TRASH CHUTE. VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. GREASE HOOD VE T Standard Symbols - Post Indicator Valve - Key Operated Valve --f- - Public Hydrant 0,c) - Fire Dept. Connection pi< - O.S.&Y. Gate Valve N - Check Valve / New Underground A = 4 - Existing Underground Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer Sprinkler Head Symbols - 0- - Upright On 1/2" Outlet - - Pendant On 1" Drop Bel. Ceiling - 0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up - 0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet Inspections 1. 2. 3. 4. WASHINGTON STATE t ERTifFfl::CATE OP COSEISTENCY FIRE PROTECTION SPRINKLER SYSTEMS I=�,f•�,,,,t�„ 02/11/19 Stasertwo SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 LEVEL 6 FLOOR PLAN 5. Job No. 201902 Date 02/11/19 Engr. P France TUKWILA VILLAGE BLDG A 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 7 OF 8 Scale 1/8" = 1-0 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 3/4" 4'-0 3'-0 1' 5'-0 4-0 11/4 6'-0 5-0 1 12 7'-0 T-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. LEVEL 6 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 69.0 GPM @ 60.5 PSI Sprinkler Information Symbol Sprinklers Type Degree Qty i • Vic V2740 K-4.9 Vic V2704 K-5.6 Vic V3416 K-8.0 QR PENDENT QR PENDENT 155 126 200 12 QR SIDEWALL 155 2 TOTAL THIS SHEET: 140 1" SUPPLY TO 4" WET STANDPIP SPRINKLER HEADS WITH 2 1/2" FIRE HOSE WITHIN TRASH CHUTE. VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. GREASE HOOD VE T Standard Symbols - Post Indicator Valve - Key Operated Valve --f- - Public Hydrant 0,c) - Fire Dept. Connection pi< - O.S.&Y. Gate Valve N - Check Valve / New Underground A = 4 - Existing Underground Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer Sprinkler Head Symbols - 0- - Upright On 1/2" Outlet - - Pendant On 1" Drop Bel. Ceiling - 0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up - 0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet Inspections 1. 2. 3. 4. WASHINGTON STATE t ERTifFfl::CATE OP COSEISTENCY FIRE PROTECTION SPRINKLER SYSTEMS I=�,f•�,,,,t�„ 02/11/19 Stasertwo SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 LEVEL 6 FLOOR PLAN 5. Job No. 201902 Date 02/11/19 Engr. P France TUKWILA VILLAGE BLDG A 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 7 OF 8 Scale 1/8" = 1-0 CPVC HANGER SUPPORT SPACING TO END UNE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI 314" 0-9" 0.6" 1" 1'-0 0.9' 1 1/4 1'4 1-0 112 2'-0 1'-0 HANGER DETAILS SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS REV #1 3/5/19. REVISED PER LEHNER ENGINEERING PLAN REVIEW LETTER DATED2/21/19. LEVEL 6 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS.MAX HEAD SPACING 170 SQ. FT SYSTEM DEMAND @ B 0 R 69.0 GPM @ 60.5 PSI Sprinkler Information Symbol Sprinklers Type Degree Qty i • Vic V2740 K-4.9 Vic V2704 K-5.6 Vic V3416 K-8.0 QR PENDENT QR PENDENT 155 126 200 12 QR SIDEWALL 155 2 TOTAL THIS SHEET: 140 1" SUPPLY TO 4" WET STANDPIP SPRINKLER HEADS WITH 2 1/2" FIRE HOSE WITHIN TRASH CHUTE. VALVE, AND SPRINKLER SYSTEM FLOOR CONTROL VALVE ASSY. GREASE HOOD VE T Standard Symbols - Post Indicator Valve - Key Operated Valve --f- - Public Hydrant 0,c) - Fire Dept. Connection pi< - O.S.&Y. Gate Valve N - Check Valve / New Underground A = 4 - Existing Underground Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer Sprinkler Head Symbols - 0- - Upright On 1/2" Outlet - - Pendant On 1" Drop Bel. Ceiling - 0-- Upright On 3/4" outlet -p- - Upright On 1" Stubb-up - 0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet Inspections 1. 2. 3. 4. WASHINGTON STATE t ERTifFfl::CATE OP COSEISTENCY FIRE PROTECTION SPRINKLER SYSTEMS I=�,f•�,,,,t�„ 02/11/19 Stasertwo SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 LEVEL 6 FLOOR PLAN 5. Job No. 201902 Date 02/11/19 Engr. P France TUKWILA VILLAGE BLDG A 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 7 OF 8 Scale 1/8" = 1-0 TYPICAL_ FLOOR CONSTRUCTION L 3 - 5: 1" GYPCREET. .25" ACOUSTICAL MAT. .75" PLYWOOD SHEATHING. 11 - 7/8" WOOD I - JOIST CONSTRUCTION. 3.5" ACOUSTIC BATT INSULATION. INSTALLED AT BOTTOM OF JOISTS. .5" RESILENT CHANNEL. (2) - LAYER, 5/8" TYPE "X" GYPSUM BOARD. AREAABOVE CEILING IS NAS PER PA#13 oer4'- MAX. ALLOWABLE HEIGHT 364.11' T.O.P. = 359.34' 362.32' ROOF 359.65 TYPICAL ROOF CONSTRUCTION: BUILT-UP ROOFING SYSTEM R 15 TAPERED INSULATION ROOF SHEATHING 11 - 7/8" WOOD I - JOIST CONSTRUCTION. ACOUSTIC BATT INSULATION, FILL ENTIRE CAVITY. .5" RESILENT CHANNEL. (2) - LAYER, 5/8" TYPE "X" GYPSUM BOARD. AREAABOVE CEILING IS NAS PER NFPA#13 8.15.1.2.7 IA\ ■■■■111%` ■■■■■■■�\.. 1111■■■■■■w■ 11■■■■■■■w■■■■i ""fill11■■■■w■1111■■w "11111\■■■w■■■■■w -'"111111■■■■w I\\ 1111■IM�.- ■■■■■■IMS. - 1 -VIEW MEM ■■■■I MUNI ■1111' AMIE/ AIME/ MEW IMIMINIf ROOF LEVEL PLAN SCALE 1/8"=1=0" •� /A■ /\t IW AIME■ 1■■■MIN■ MBEMAIM■ i1■■■ MAIM MINIM MUM I■1111■■I MINIUM` I■■■■■■■ 111111111 IIIIIIIIIHHI!!!! ■■■I�■■■ ■■■■■W `/ ■■■7AI1■■■■■■■■ II!iL'!HF4iHP]\\ �'i,�i; �� 1, war■w■■■■���■■■%1111■► //www■■■■�■\II■■■■ ■1111■w■■■■■I ■■■■w■■■■■► ■■■■w■■■■I 1111■■w■■■11► ■■■■w■■■■' 1111■■w■■■I 1111■■w■■■I ■■•u ■■w■■� Iur "ff I� .5" ST N s PIPE SUP LEVEL 6 349.40' LEVEL 5 340.15' LEVEL 4 329.90' LEVEL 3 320.65' LEVEL 2 311.40' 0 1 - 4" FLEX COUPLI RIDOR 1" -O" ABOVE , AND BELOW LANDING. TYPICALA '' L LANDINGS. 25" FIRE HOSE VA DOR LOCATE BETW & 48" AFF. TYP ALL II,IIII 11■11 1■1111'11111 1�11111,11111 1111 IIIII 1■Iltl!IIIII�III'llll 11111 MAX. ALLOWABLE HEIGHT 364.11' LEVEL 6 349.40' LEVEL 5 340.15' LEVEL 4 329.90' LEVEL 3 320.65' LEVEL 2 311.40' MEZZANINE LIVE/WORK 301.73' GRADE PLANE 294.11' O LIVE/WORK UNIT 292.90' TYPICAL FLOOR CONSTRUCTION MEZZ L 12 POST TENSION CONCRETE DECK ACT, OR, GWB CEILINGS 1' - 0" BELOW CONCRETE DECK AREAABOVE CEILING IS CONSIDERED A NON-COMBUSTIBLE VOID NAS PER NFPA #13 8.15.1.2.2 BUILDING SECTION SCALE: NONE III III III MEZZANINE © LIVENVORK 301.73' PPER LEVEL PRKG. 294.57' GRADE PLANE 294.11' .11111 1141 Ir 111111111 1111111111111 1111111111110 1111111111111111 1111111111111 TYPICAL FLOOR CONSTRUCTION LEVE 2L 14" POST TENSION CONCRETE DECK ACT, OR, GWB CEILINGS 1' - 3" BELOW CONCRETE DECK AREAABOVE CEILING IS CONSIDERED A NON-COMBUSTIBLE VOID NAS PER NFPA #13 8.15.1.2.2 02/11/19 striatine 12/31119 Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV #1 3/5/19. REVISED PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty PLAN REVIEW LETTER DATED2/21/19. TOTAL THIS SHEET: plQ - Post Indicator Valve - Key Operated Valve —� - Public Hydrant oo - Fire Dept. Connection pI< - O.S.&Y. Gate Valve - Check Valve / New Underground A = 4 - Existing Underground - Alarm Check Valve 1 - Thrust Block - Backflow Preventer - 0- - 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 112" Outlet - Sidewall On 1" Outlet 1. 2. 3. 4. SureFire Sprinkler Corp. P O Box 719 Ravensdale, WA. 98051 ROOF LEVEL FLOOR PLAN 5. Job No. 201902 TUKWILA VILLAGE BLDG A Date 02/11/19 Engr. P France Scale 1/8" = 1-0 14200 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 8 OF 8