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HomeMy WebLinkAboutPP - 14400 TUKWILA INTERNATIONAL BLVD - TUKWILA VILLAGE BLDG D - PERMITS AND PLANS (2)14400 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 16-5-251 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 6300 Southcenter Blvd., #209 Tukwila, WA 98188 206-575-4407 Email: FireMarshal@tukwilawa.gov EMERGENCY RESPONDER RADIO COVERAGE SYSTEM PERMIT For installation of or modification to emergency responder radio coverage systems and related equipment per International Fire Code 105.7.5. You will need to submit the following: An email confirmation from King County Radio indicating that they were notified of your construction project. Business Name of the Contractor: 1,90 /0/7/1-- Contractor's 1/7/L Contractor's Business Address: 3i0o re. • t .6a",.. City: ,da.entc e-72, State: to A Zip: 9.13/2-- • 13/z Contact Person: Telephone: Sts - 9 V 5 e Y;2 Name of Business at Job Site: 49 v Dell S-12.44A.j. S L. t 7s Job Site Address: / tt1y o r- ie -c,, rims. L guty , Tz,i ,u/f 4- 4M - The permit fee is $150.00. When the job is complete, you will need to submit a set of the final commissioning documents to this office. lye M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:08PM Page 1 iii Hydraulic Summary Job Number. 1201613 Report Description: Residential ,Job Job Number 1201613 Design Engineer PHIL FRANCE Job Name. TIKWILA VILLABE BUILDING D Sh[eCabfiatlo .k.nseNumber 0061 - 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD AQU TFD Address 2 TIKWILA, WA. 98188 Job Ster8ugdng LEVEL 3 EAST RESIDENTIAL UNITS Address 3 Drawing Name RES CALC PLAN.cad System Remote Area(,) Most Demanding Spriddor Data 4.9 K -Factor 14.00 at 8.163 Occupancy Residential Job Suffix Hose Allowance At Sousa 100.00 Density 0.100gpm/ft2 Ares of Application 900.00ft2 (Actual 110.21ft2) Addbond Hose Supplies Node Flow(apm) Number Of Sprinkles CdculNed 4 Coverage Per Sprinkler 140.27ft2 AutoPeak Results. Pressure For Remote Ares) Adjacent To Most Remote Area Right: 60.811 Total Hose Streams 100.00 System Flow Demand 56.73 TNN Water Required (Including Hae Allowance) 156.73 Maximum Pressure Unbalance In Loops 0.000 Maximum Veiodty Above Ground 11.93 between nodes 60 and 61 Maximum Velocity Under Ground 0.59 between nodes 1 and 2 Volume apsdty of WN Mees 517.41 gal Volume capacity of ply Pipes Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) @ (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 70.000 20.000 3100.00 69.800 156.73 57.044 12.756 Contractor Contractor Number 22 Contact Name PHIL FRANCE Contact Title Nemo of Contractor SUREFIRE SPRINKLER CORP. Pbors 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Heal phil@surefiresprinkler.com Address 3 Web -Site lye M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:08PM Page 1 INNode Analysis J Job Number: 1201613 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 286'-0 S 57.044 56.73 401 340'-3 Spr(-8.754) 8.754 14.50 402 340'-3 Spr(-8.211) 8.211 14.04 403 340'-3 Spr(-8.163) 8.163 14.00 404 340'-3 Spr(-8.386) 8.386 14.19 2 291'-0 54.870 13 321'-4 E(13'-11%) 35.611 16 300'-6 44.665 51 340'-9 T(5'-0) 17.751 52 340'-9 T(5'-0) 17.694 53 340'-9 T(5'-0), Tr(1'-0) 17.475 54 340'-9 T(5'-0), Tr(1'-0) 17.378 55 340'-9 T(5'-0), Tr(1'-0) 17.779 56 340'-9 T(5'-0), Tr(1'-0) 17.827 57 340'-9 T(5'-0) 17.344 58 333'-7 P0(10.-0) 30.188 59 333'-7 fE(5'-10%) 29.661 60 340'-9 cplg(1'-0) 23.741 61 340'-9 T(5'-0), Tr(1'-0) 21.778 62 340'-9 T(5'-0), Tr(1'-0) 19.100 63 340'-9 T(5'-0) 18.292 64 340'-9 T(5'-0) 16.927 65 340'-9 Tr(1'-0), T(5'-0) 16.980 66 340'-9 T(5'-0), Tr(1'-0) 16.983 67 340'-9 T(5'-0), Tr(1'-0) 17.182 68 340'-9 T(5'-0), Tr(1'-0) 18.112 69 340'-9 C(5'-0), Tr(1'-0) 17.549 70 340'-9 340'-9 T(5'-0) T(5'-0), Tr(1'-0) 17.178 15.913 71 72 340'-9 T(5'-0), Tr(1'-0) 16.349 73 340'-9 C(5'-0), Tr(1'-0) 15.853 74 340'-9 C(5'-0), Tr(1'-0) 16.283 75 340'-9 Tr(1'-0), T(5'-0) 15.723 76 340'-9 T(5'-0), Tr(1'-0) 14.412 77 340'-9 Tr(1'-0), T(5'-0) 16.171 78 340'-9 340'-9 C(5'-0) Tr(1'-0), C(5'-0) 14.898 13.934 79 80 340'-9 7(5'-0) 14.387 81 340'-9 T(5'-0) 12.956 82 340'-9 C(5'-0) 13.262 83 340'-9 T(3'-0), Tr(V-0) 8.941 84 340'-9 T(3'-0), Tr(1'-0) 8.375 85 340'-9 T(3'-0) 8.325 86 340'-9 T(3'-0), Tr(1'-0) 8.558 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:10PM Page 3 1Hydrau1ic Analysis Job Number: 1201613 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 14.00 7.49 150 0.108279 0'-6 Pf 0.379 403 340'-3 14.00 4.9 8.163 Sprinkler, 3'-0 Pe -0.217 85 340'-9 8.325 T(3'-0 3'-6 Pv BL 1.1010 5.20 1.75 150 0.005622 7'-10% Pf 0.050 85 340'-9 8.325 1'-0 Pe 84 340'-9 8.375 Tr(V-0) 8'-10% Pv BL 1.1010 19.24 6.48 150 0.063317 7'-11Y4 Pf 0.566 84 340'-9 14.04 8.375 Flow (q) from Route 2 1'-0 Pe 83 340'-9 8.941 Tr(1'-0) 8'-11Y4 Pv BL 1.1010 33.73 11.37 150 0.178980 16'-5% Pf 4.015 83 340'-9 14.50 8.941 Flow (q) from Route 4 6'-0 Pe 81 340'-9 12.956 Tr(1'-0 , T(5'-0) 22'-5Y4 Pv BL 1.1010 18.55 6.25 150 0.05979 14'-6Y4 Pf 0.978 81 340'-9 12.956 2'-0 Pe 79 340'-9 13.934 2Tr(1'-0) 16'-6Y4 Pv BL 1.1010 13.49 4.55 150 0.032831 7'-6% Pf 0.478 79 340'-9 7.18 13.934 Tr(1'-0), Flow (q) from Route 15 7'-0 Pe 76 340'-9 14.412 Tr(1'-0), T(5'-0) 14'-6% Pv BL 1.1010 14.91 5.03 150 0.039535 32'-2 Pf 1.311 76 340'-9 1.43 14.412 Flow (q) from Route 3 1'-0 Pe 75 340'-9 15.723 Tr(V-0) 33'-2 Pv BL 1.1010 9.10 3.07 150 0.015853 35'-5% Pr 0.626 75 340'-9 15.723 Tr(1'-0) 4'-0 Pe 72 340'-9 16.349 3Tr(1'-0 39'-5% Pv BL 1.1010 13.29 4.48 150 0.031955 17'-11% Pr 0.829 72 340'-9 4.19 16.349 Flow (q) from Route 9 8'-0 Pe 70 340'-9 17.178 2Tr(1'-0), EE(1'-0), T(5'-0) 25'-11Y4 Pv BL 1.1010 11.88 4.01 150 0.025./8 9'-3Y2 Pf 0.371 70 340'-9 17.178 5'-0 Pe 69 340'-9 17.549 C(5'-0) 14'-3%2 Pv BL 1.1010 11.01 3.71 150 0.022541 13'-0 Pf 0.563 69 340'-9 17.549 C(5'-0) 12'-0 Pe 68 340'-9 18.112 2Tr(1'-0), T(5'-0) 25'-0 Pv BL 1.1010 21.76 7.33 150 0.079524 38'-1 Pf 3.665 68 340'-9 10.75 18.112 Flow (q) from Route 7 8'-0 Pe 61 340'-9 21.778 3Tr(1'-0), T(5'-0) 46-1 Pv BL 1.3940 56.73 11.93 150 0.148368 4'-2% Pf 1.963 61 340'-9 34.97 21.778 Flow (q) from Route 5 9'-0 Pe 60 340'-9 23.741 E(8'-0), cplg(1'-0) 13'-2% Pv BL 1.5360 56.73 9.82 120 0.139784 9'-1% Pf 2.809 60 340'-9 23.741 10'-11% Pe 3.112 59 333'4 29.661 E(5'-0%), fE(5'-10%) 20'-1 Pv DY 2.0670 56.73 5.42 120 0.032921 0'-0 Pf 0.527 59 333'-7 29.661 16'-0 Pe 58 333'-7 30.188 BV(6'-0 , P0(10'-13)-0 ) 16' Pv FR 4.3100 56.73 1.25 120 0.000919 67'-1% Pf 0.113 58 333'-7 30.188 55'-9 Pe 5.311 13 321'-4 35.611 T(27'-10%), 2E(13'-11%) 122'-10% Pv FR 6.4030 56.73 0.57 120 0.000134 64'-0 Pf 0.023 13 321'-4 35.611 109'-4% Pe 9.030 16 300'-6 44.665 6E(18'-2%) 173'-4% Pv FR 4.3100 56.73 1.25 120 0.000919 21'-10% Pf 6.087 16 300'-6 44.665 72'-5% Pe 4.119 2 291'-0 54.870 2E(13'-11%), BV(16'-8%), T(27'-10%), BFP(-6.000) 94'-4Y4 Pv UG 6.2800 56.73 0.59 140 0.000110 35'-0 Pf 0.007 2 291'-0 54.870 26'-9Y. Pe 2.168 1 286'-0 57.044 E(22'-0'/4), PIV(4'-8%), S 61'-g% Pv 100.00 Hose Allowance At Source 1 156.73 Q. Route 2 DR 0.8740 14.04 7.51 150 0.108868 0'-6 Pf 0.381 402 340'-3 14.04 4.9 8.211 Sprinkler, 3'-0 Pe -0.217 84 340'-9 8.375 T(3'-0) 3'-6 Pv Q. Route 3 DR 0.8740 14.19 7.59 150 0.111012 0'-6 Pf 0.389 404 340'-3 14.19 4.9 8.386 Sprinkler, 3'-0 Pe -0.217 86 340'-9 8.558 T(3'-0 3'-6 Pv BL 1.1010 22.99 7.75 150 0.088074 34'-5 Pf 4.704 86 340'-9 8.80 8.558 Flow (q) from Route 20 19'-0 Pe 82 340'-9 13.262 2Tr(1'-0), T(5'-0), E(7'-0), C(5'-0) 53'-5 Pv m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 4 16, © M.E.P.CAD, Inc. 193 AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 5 Hydraulic Analysis, Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.1010 15.81 5.33 150 0.044062 14'-6% 11'-0 25'-6% Pf 1.125 Pe Pv 82 340'-9 13.262 80 340'-9 14.387 Tr(1'-0), 2T(5'-0) BL 1.1010 1.43 0.48 150 0.000513 40'-8% 9'-0 49'-8% Pf 0.026 Pe Pv 80 340'-9 14.387 T(5'-0) 76 340'-9 14.412 4Tr(1'-0) a Route 4 DR 0.8740 14.50 7.75 150 0.115504 0'-6 3'-0 3'-6 Pf 0.404 Pe -0.217 Pv 401 340'-3 14.50 4.9 8.754 Sprinkler, 83 340'-9 8.941 T(3'-0) ® Route 5 BL 1.1010 5.54 1.87 150 0.006332 8'-3% 8'-3% Pf 0.053 Pe Pv 64 340'-9 10.16 16.927 Flow (q) from Route 12 65 340'-9 16.980 BL 1.1010 0.48 0.16 150 0.000069 27'-6% 27'-0 54'-6% Pf 0.004 Pe Pv 65 340'-9 16.980 T(5'-0) 66 340'-9 16.983 3Tr(1'-0), 2E(7'-0), T(5'-0) BL 1.1010 10.53 3.55 150 0.020766 4'-6' 5'-0 9'-6% Pf 0.199 Pe Pv 66 340'-9 10.05 16.983 Flow (q) from Route 11 67 340'-9 17.182 T(5'-0) BL 1.1010 11.94 4.02 150 0.026192 35.-4% T-0 42'-4% Pf 1.110 Pe Pv 67 340'-9 1.41 17.182 Flow (q) from Route 10 63 340'-9 18.292 2Tr(1'-0), T(5'-0) BL 1.1010 21.61 7.28 150 0.078514 9'-3% 1'-0 10'-3% Pf 0.808 Pe Pv 63 340'-9 9.67 18.292 Flow (q) from Route 6 62 340'-9 19.100 Tr(1'-0) BL 1.1010 34.97 11.78 150 0.191288 13'-0 1'-0 14'-0 Pf 2.678 Pe Pv 62 340'-9 13.36 19.100 Flow (q) from Route 8 61 340'-9 21.778 Tr(1'-0) Route 6 BL 1.1010 4.61 1.55 150 0.004512 69'-10% 30'-0 99'-10%. Pf 0.451 Pe Pv 64 340'-9 10.16 16.927 T(5'-0), Flow (q) from Route 12 54 340'-9 17.378 6Tr(1'-0), T(5'-0), 2E(7'-0) BL 1.1010 6.13 2.06 150 0.007625 11'-8% V-0 12'-8% Pf 0.097 Pe Pv 54 340'-9 1.51 17.378 Flow (q) from Route 22 53 340'-9 17.475 Tr(V-0) BL 1.1010 9.67 3.26 150 0.617743 7'-4'%: 5'-0 12'-4% Pf 0.220 Pe Pv 53 340'-9 3.54 17.475 Flow (q) from Route 18 52 340'-9 17.694 T(5'-0) BL 1.1010 6.11 2.06 150 0.007592 15'-6 2'-0 17'-6 Pf 0.133 Pe Pv 52 340'-9 17.694 56 340'-9 17.827 2Tr(1'-0) BL 1.1010 9.67 3.26 150 0.017743 19'-2'%: 7'-0 26'-2'/ Pf 0.465 Pe Pv 56 340'-9 3.56 17.827 Flow (q) from Route 16 63 340'-9 18.292 2Tr(1'-0), T(5'-0) Route 7 BL 1.1010 10.75 3.62 150 0.021582 53.-111/4 36-0 89'-11% Pf 1.941 Pe Pv 77 340'-9 15.19 16.171 Tr(V-0), Flow (q) from Route 13 68 340'-9 18.112 6Tr(1'-0), EE(1'-0), 4E(7'-0) ® Route 8 BL 1.1010 4.44 1.49 150 0.004195 14'-6% 12'-0 26'-6Y4 Pf 0.111 Pe Pv 77 340'-9 15.19 16.171 T(5'-0), Flow (q) from Route 13 74 340'-9 16.283 2Tr(1'-0), C(5'-0) BL 1.1010 12.48 4.21 150 0.028447 31'-6% 13'-0 44'-61/4 Pf 1.266 Pe Pv 74 340'-9 12.24 16.283 Flow (q) from Route 14 69 340'-9 17.549 5Tr(1'-0), EE(V-0), E(7'-0) BL 1.1010 13.36 4.50 150 0.032256 38'-1 10'-0 48'-1 Pf 1.551 Pe Pv 69 340'-9 17.549 62 340'-9 19.100 5Tr(1'-0), T(5'-0) ® Route 9 BL 1.1010 4.19 1.41 150 0.003779 7'-7 10'-0 1T-7 Pf 0.066 Pe Pv 74 340'-9 12.24 16.283 C(5'-0), Flow (q) from Route 14 72 340'-9 16.349 T(5'-0) ® Route 10 BL 1.1010 1.41 0.47 150 0.000502 2'-8'/ 6'-0 8'-8'/ Pf 0.004 Pe Pv 70 340'-9 17.178 T(5'-0) 67 340'-9 17.182 Tr(V-0) GD Route 11 BL 1.1010 5.81 1.96 150 0.006919 8'-9% 10'-0 18.-9% Pf 0.130 Pe Pv 75 340'-9 15.723 T(5'-0) 73 340'-9 15.853 C(5'-0) 16, © M.E.P.CAD, Inc. 193 AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 5 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 6 % Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.1010 10.05 3.39 150 0.019036 46'-4% 13'-0 59'-4%. Pf 1.130 Pe Pv 73 340'-9 7.56 15.853 Flow (q) from Route 17 66 340'-9 16.983 7Tr(1'-0), EE(1'-0), T(5'-0) ® Route 12 BL 1.1010 3.33 1.12 150 0.002466 14'-1 10'-0 24'-1 Pf 0.059 Pe Pv 73 340'-9 7.56 15.853 C(5'-0), Flow (q) from Route 17 71 340'-9 15.913 T(5'-0) BL 1.1010 10.16 3.42 150 0.019419 42'-2% 10'-0 52'-2% Pf 1.014 Pe Pv 71 340'-9 6.83 15.913 Flow (q) from Route 19 64 340'-9 16.927 4Tr(1'-0), EE(1'-0), T(5'-0) ® Route 13 BL 1.1010 15.19 5.12 150 0.040890 67'-7% 11'-0 78'-7y, Pf 3.215 Pe Pv 81 340'-9 12.956 T(5'-0) 77 340'-9 16.171 6Tr(1'-0) ® Route 14 BL 1.1010 12.24 4.12 150 0.027428 67'-7% 18'-0 85'-7Y2 Pf 2.349 Pe Pv 79 340'-9 7.18 13.934 C(5'-0), Flow (q) from Route 15 74 340'-9 16.283 13Tr(1'-0) ® Route 15 BL 1.1010 7.18 2.42 150 0.010227 47-8% 18'-0 65'-81/2 Pf 0.672 Pe Pv 82 340'-9 13.262 C(5'-0) 79 340'-9 13.934 8Tr(1'-0), C(5'-0) ca Route 16 BL 1.1010 3.56 1.20 150 0.002792 10'-4% 7I'-0 17'-4y/. Pf 0.048 Pe Pv 55 340'-9 2.28 17.779 Flow (q) from Route 21 56 340'-9 17.827 2Tr(1'-0), T(5'-0) ® Route 17 BL 1.1010 7.56 2.55 150 0.011255 72-10% 12'-0 84'-10% Pf 0.955 Pe Pv 78 340'-9 14.898 73 340'-9 15.853 12Tr(1'-0) ab Route 18 BL 1.1010 3.54 1.19 150 0.002771 30'-0Y 17'-0 47'-0% Pf 0.130 Pe Pv 57 340'-9 17.344 53 340'-9 17.475 E(7'-0), 5Tr(1'-0), T(5'-0) Route 19 BL 1.1010 14.39 4.85 150 0.036999 8'-9% 5'-0 13'-9% Pf 0.511 Pe Pv 80 340'-9 14.387 78 340'-9 14.898 C(5'-0) BL 1.1010 6.83 2.30 150 0.009314 86'-11'.4 22'-0 108'-11% Pf 1.015 Pe Pv 78 340'-9 14.898 C(5'-0) 71 340'-9 15.913 10Tr(1'-0), E(7'-0) ® Route 20 BL 1.1010 8.80 2.97 150 0.014911 14'-7 1'-0 15'-7 Pf 0.232 Pe Pv 85 340'-9 8.325 86 340'-9 8.558 Tr(1'-0) GO Route 21 BL 1.1010 3.56 1.20 150 0.002792 10'-4% 10'-0 20.-4% Pf 0.057 Pe Pv 52 340'-9 17.694 T(5'-0) 51 340'-9 17.751 T(5'-0) BL 1.1010 2.28 0.77 150 0.001225 15'-6 T-0 22'-6 Pf 0.028 Pe Pv 51 340'-9 17.751 55 340'-9 17.779 2Tr(1'-0), T(5'-0) ® Route 22 BL 1.1010 5.06 1.70 150 0.005348 38'-2% 30'-0 68'-2'/ Pf 0.365 Pe Pv 65 340'-9 16.980 Tr(1'-0) 57 340'-9 17.344 5Tr(1'-0), 2T(5'-0), 2E(T-0) BL 1.1010 1.51 0.51 150 0.000573 29'-1 29'-0 58'-1 Pf 0.033 Pe Pv 57 340'-9 17.344 54 340'-9 17.378 3E(7'-0), 3Tr(1'-0), T(5'-0) ® Route 23 BL 1.1010 1.28 0.43 150 0.000420 40'-7% 25'-0 65'-7Y. Pf 0.028 Pe Pv 51 340'-9 17.751 T(5'-0) 55 340'-9 17.779 2E(7'-0), 6Tr(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter l4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / - Factor M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 6 Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Elevation Discharge Upstream 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 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 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 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 2, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:11 PM Page 7 1 I Hydraulic Graph Job Number: 1201613 Report Description: Residential Water Supply at Node 1 1M Pressure, psi 1111II111111111111111iiI11111111111111111111111111111IIIIII111IIi111111ifi11IIt11111i1111111I11_CICU Static Pressure 70.000 56.73 '156.73 r 57.044 with hose streams System demand curve 1 100.00 @ 20.000 af1l1I1111 1111111/1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 _I 1 1 1 1 1 1 1_1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 I I M I 1 1 1 I I 1 1 1 1 v 90 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Itulreuhe Graph Water Supply at Node 1 Static Prw.ur. 70.000 Residue!: Pressure 20.000 @ 3100.00 Availed. Pressure .t Tule of Teat 69.800 @ 156.73 Spawn Demand 57.044 (0) 56.73 System Demme (Inducing Mose Mamma Source) 57.044 I§ 156.73 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:13:09PM Page 2 Hydraulic Summary b Job Number: 1201613 Report Description: Residential Job Number 1201613 Deelgn Engineer PHIL FRANCE Jab Name: TIKWILA VILLABE BUILDING D State CeNAation iarwNumber 0061- 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD AN,i TFD Address 2 TIKWILA, WA. 98188 Job Site/Bulking LEVEL5 WEST RESIDENTIAL UNITS Adder 3 Drawing Name RES CALC PLAN.cad )System Remote Area(4) Ma¢Demendng Sprinkler Date 4.9 K -Factor 14.00 at 8.163 Oa upenuy Residential Job Sully Hose ACowanae At Stara 100.00 Density 0.100gpm/ft2 Ares of Application 900.00ft2 (Actual 151.15ft2) Additional Hae Supplies Node Flow(aom) Number Of Sprinklers Celalated 4 Coverage Per Sprinkler 130.58ft2 AutoPesk Resold: Pressure Fa Remote Arae(s) Meant To Most Remote Area Right: 61.255 Tad Hese Streams 100.00 System flow Demand 56.72 Total Water Required (Inducing Hoa Nowsna) 156.72 Maximum Pressure Unbalance In loops 0.000 Maximum Velocity Above Ground 11.23 between nodes 41 and 43 Maximum Vdodly Under Ground 0.59 between nodes 1 and 2 Volume capacity a Wet Pipes 517.41 gal Volume apathy of Dry Pipes )Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) CI (gpm) Available Total Demand (psi) © (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 _ 70.000 20.000 3100.00 69.800 156.72 58.312 11.488 pontractor Contractor Number 22 Contact Name PHIL FRANCE Contact rate Name of Contractor.. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E•me1 phil@surefiresprinkler.com Addrsas 3 WebStts ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:49PM Page 1 aiNode Analysis Job Number: 1201613 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 286'-0 S 58.312 56.72 101 358'-7 Spr(-8.728) 8.728 14.48 102 358'-7 Spr(-8.205) 8.205 14.04 103 358'-7 Spr(-8.163) 8.163 14.00 104 358'-7 Spr(-8.404) 8.404 14.20 2 291'-0 56.137 3 359'-1 T(5'-0) 16.876 7 359'-1 T(5'-0) 16.825 13 321'-4 E(13'-11') 36.878 14 359'-1 T(5'-0), Tr(V-0) 16.627 15 359'-1 Tr(1'-0), T(5'-0) 16.524 16 300'-6 45.932 17 359'-1 T(5'-0), Tr(V-0) 16.901 18 359'-1 T(5'-0), Tr(V-0) T(5'-0), Tr(V-0) 16.945 16.527 19 359'-1 20 351'-11 P0(13'-7%) 23.491 21 359'-1 cplg(1'-0) 19.353 22 359'-1 T(5'-0), Tr(V-0) T(5'-0), Tr(V-0) 18.941 17.812 23 359'-1 24 359'-1 T(5'-0) 17.363 25 359'-1 T(5'-0) 16.328 26 359'-1 T(5'-0), Tr(V-0) 16.416 27 359'-1 T(5'-0), Tr(1'-0) 16.887 28 359'-1 C(5'-0), Tr(V-0) 16.629 29 359'-1 Tr(1'-0), T(5'-0) 16.368 30 359'-1 T(5'-0), Tr(V-0) 15.330 31 359'-1 T(5'-0), Tr(V-0) 15.818 32 359'-1 C(5'-0), Tr(1'-0) 15.322 33 359'-1 Tr(1'-0), C(5'-0) 15.709 34 359'-1 Tr(1'-0), T(5'-0) 15.240 35 359'-1 T(5'-0), Tr(V-0) 14.474 36 359'-1 Tr(1'-0), T(5'-0) 15.572 37 359'-1 C(5'-0) 14.688 38 359'-1 Tr(1'-0), C(5'-0) T(6-0) 13.909 14.356 39 359'-1 40 359'-1 T(5'-0) T(5'-0) C(5'-0) 14.140 12.842 13.428 41 359'-1 42 359'-1 43 359'-1 T(3'-0), Tr(V-0) 8.914 44 359'-1 T(3'-0), Tr(V-0) 8.369 45 359'-1 T(3'-0) 8.325 46 359'-1 T(3'-0), Tr(V-0) 8.576 ©M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:51 PM Page 3 ;!6,, m M.E.P.CAD, Inc. i AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 4 ' Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream cs Route 1 DR 0.8740 14.00 7.49 150 0.108279 0'-6 3'-0 3'-6 Pf 0.379 Pe -0.217 Pv 103 358'-7 14.00 4.9 8.163 Sprinkler, 45 359'-1 8.325 T(3'-0) BL 1.1010 4.82 1.63 150 0.004 01 7'-10% 1'-0 8'-10% Pf 0.044 Pe Pv 45 359'-1 8.325 44 359'-1 8.369 Tr(V-0) BL 1.1010 18.86 6.36 150 0.061044 7'-11% 1'-0 8'-111. Pf 0.545 Pe Pv 44 359'-1 14.04 8.369 Flow (q) from Route 2 43 359'-1 8.914 Tr(V-0) BL 1.1010 33.34 11.23 150 0.175095 16'-514 6'-0 22'-5% Pf 3.928 Pe Pv 43 359'-1 14.48 8.914 Flow (q) from Route 4 41 359'-1 12.842 Tr(1'-0), T(5-0) BL 1.1010 19.44 6.55 150 0.064537 14'-614 2'-0 16'-614 Pf 1.066 Pe Pv 41 359'-1 12.842 38 359'-1 13.909 2Tr(1'-0) BL 1.1010 14.76 4.97 150 0.038789 T-6% 7'-0 14'-6' Pf 0.565 Pe Pv 38 359'-1 5.99 13.909 Tr(1'-0), Flow (q) from Route 17 35 359'-1 14.474 Tr(1'-0), T(5'-0) BL 1.3940 20.76 4.36 150 0.023099 32'-2 1'-0 33'-2 Pf 0.766 Pe Pv 35 359'-1 6.00 14.474 Flow (q) from Route 3 34 359'-1 15.240 Tr(V-0) BL 1.3940 16.23 3.41 150 0.014 50 35'-5% 4'-0 39'-5% Pf 0.578 Pe Pv 34 359'-1 15.240 Tr(1'-0) 31 359'-1 15.818 3Tr(1'-0) BL 1.3940 21.71 4.56 150 0.025000 17'-1114 4'-0 21'-1114 Pf 0.550 Pe Pv 31 359'-1 5.48 15.818 Flow (q) from Route 9 29 359'-1 16.368 2Tr(1'-0), EE(2'-0) BL 1.1010 8.36 2.82 150 0.013543 9'-3'/ 10'-0 19'-312 Pf 0.261 Pe Pv 29 359'-1 16.368 T(5'-0) 28 359'-1 16.629 C(5'-0) BL 1.1010 7.20 2.43 150 0.010282 13'-0 12'-0 25'-0 Pf 0.257 Pe Pv 28 359'-1 16.629 C(5'-0) 27 359'-1 16.887 2Tr(1'-0 , T(5'-0) BL 1.1010 15.91 5.36 150 0.044512 38'-1 8'-0 46'-1 Pf 2.054 Pe Pv 27 359'-1 8.71 16.887 Flow (q) from Route 10 22 359'-1 18.941 3Tr(1'-0), T(5'-0) BL 2.0030 56.72 5.77 150 0.0 5383 4'-2' 17-0 16'-2% Pf 0.412 Pe Pv 22 359'-1 40.80 18.941 Flow (q) from Route 5 21 359'-1 19.353 E(11'-0), cplg(1'-0) BL 2.2030 56.72 4.77 120 0.024129 9'-1% 33'-5 42'-6' Pf 1.027 Pe 3.112 Pv 21 359'-1 19.353 20 351'-11 23.491 E(6'-9%), fE(4'-914), BV(8'-214), POO 3'4%) FR 4.3100 56.72 1.25 120 0.000919 85'-5% 55'-9 141'-2' Pf 0.130 Pe 13.257 Pv 20 351'-11 23.491 13 321'-4 36.878 T(27' -10Y2), 2E(13'-1114) FR 6.4030 56.72 0.57 120 0.000134 64'-0 109'-4% 173'-4% Pf 0.023 Pe 9.030 Pv 13 321'4 36.878 16 300'-6 45.932 6E(18'-2%) FR 4.3100 56.72 1.25 120 0.000919 21'-10% 72'-5% 94'-4% Pf 6.087 Pe 4.119 Pv 16 300'-6 45.932 2 291'-0 56.137 2E(13'-1114), BV(16'-8' ), T(27'-10%), BFP(-6.000) UG 6.2800 56.72 0.59 140 0.00110 35'-0 26'-912 61'-912 Pf 0.007 Pe 2.168 Pv 2 291'-0 56.137 1 286'-0 58.312 E(22'-0%), PIV(4'-8' ), S 100.00 Hose Allowance At Source 1 156.72 w Route 2 DR 0.8740 14.04 7.51 150 0.108792 0'-6 3'-0 3'-6 Pf 0.381 Pe -0.217 Pv 102 358'-7 14.04 4.9 8.205 Sprinkler, 44 359'-1 8.369 T(3'-0) ® Route 3 DR 0.8740 14.20 7.60 150 0.111228 0'-6 3'-0 3'-6 Pf 0.389 Pe -0.217 Pv 104 358'-7 14.20 4.9 8.404 Sprinkler, 46 359'-1 8.576 T(3'-0 BL 1.1010 23.38 7.88 150 0.090830 34'-5 19'-0 53'-5 Pf 4.851 Pe Pv 46 359'-1 9.18 8.576 Flow (q) from Route 23 42 359'-1 13.428 2Tr(1'-0), T(5'-0), E(7'-0), C(5'-0) ;!6,, m M.E.P.CAD, Inc. i AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 4 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 5 Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.1010 17.39 5.86 150 0.052517 7'-6'/4 6'-0 13'-63/4 Pf 0.713 Pe Pv 42 359'-1 13.428 40 359'-1 14.140 Tr(1'.0), T(5'-0) BL 1.3940 17.39 3.66 150 0.016644 6'-11Y2 6'-0 1Z-11% Pf 0.216 Pe Pv 40 359'-1 14.140 39 359'-1 14.356 T(6'-0) BL 1.3940 6.00 1.26 150 0.002323 40'-8% 10'-0 50'-8% Pf 0.118 Pe Pv 39 359'-1 14.356 T(6'-)) 35 359'-1 14.474 4Tr(1'-0) a Route 4 DR 0.8740 14.48 7.74 150 6.115192 0'-6 3'-0 3'.. Pf 0.403 Pe -0.217 Pv 101 358'-7 14.48 4.9 8.728 Sprinkler, 43 359'-1 8.914 T(3'-0) ® Route 5 BL 1.3940 29.27 6.15 150 0.043615 9'-3Y2 1'-0 10'-3%: Pf 0.449 Pe Pv 24 359'-1 20.13 17.363 Flow (q) from Route 6 23 359'-1 17.812 Tr(1'-0) BL 1.3940 40.80 8.58 150 0.080654 13'-0 1'-0 14'-0 Pf 1.129 Pe Pv 23 359'-1 11.54 17.812 Flow (q) from Route 12 22 359'-1 18.941 Tr(1'-0) ® Route 6 BL 1.3940 20.13 4.23 150 0.021825 35'-4% 8'-0 43'-4% Pf 0.947 Pe Pv 26 359'-1 13.35 16.416 Flow (q) from Route 7 24 359'-1 17.363 2Tr(1'-0), T(6-0) ® Route 7 BL 1.3940 13.35 2.81 150 0.010206 2'-8+/ 2'-0 4'-8% Pf 0.048 Pe Pv 29 359'-1 16.368 Tr(V-0) 26 359'-1 16.416 Tr(1'-0) Gib Route 8 BL 1.1010 6.78 2.29 150 0.009202 4'-6% 5'-0 9'-6% Pf 0.088 Pe Pv 25 359'-1 9.44 16.328 Flow (q) from Route 11 26 359'-1 16.416 T(5'-0) ® Route 9 BL 1.1010 5.19 1.75 150 6005608 14'-6Y4 10'-0 24'-6% Pf 0.137 Pe Pv 36 359'-1 13.90 15.572 T(5'-0), Flow (q) from Route 15 33 359'-1 15.709 C(5'-0) BL 1.1010 5.48 1.85 150 0.006198 7'-7 10'-0 17-7 Pf 0.109 Pe Pv 33 359'-1 10.67 15.709 C(5'-0), Flow (q) from Route 16 31 359'-1 15.818 T(5'-)) ® Route 10 BL 1.1010 8.71 2.94 150 0.014621 53'-11'/4 36'-0 89'-11'/4 Pf 1.315 Pe Pv 36 359'-1 13.90 15.572 Tr(1'-0), Flow (q) from Route 15 27 359'-1 16.887 6Tr(1'-0), EE(1'-0), 4E(7'-0) GO Route 11 BL 1.1010 4.53 1.53 150 0.004360 8'-9% 10'-0 18'-g% Pf 0.082 Pe Pv 34 359'-1 15.240 T(5'-0) 32 359'-1 15.322 C(5'-0) BL 1.1010 9.44 3.18 150 0.016954 46'-4% 13'-0 59'-4% Pf 1.006 Pe Pv 32 359'-1 6.06 15.322 Flow (q) from Route 19 25 359'-1 16.328 7Tr(1'-0), EE(1'-0), T(5'-0) ® Route 12 BL 1.1010 10.38 3.50 150 0.020223 31'-61/4 14'-0 45'-6%4 Pf 0.920 Pe Pv 33 359'-1 10.67 15.709 Tr(1'-0), Flow (q) from Route 16 28 359'-1 16.629 5Tr(1'-0), EE(1'-0), E(7'-0) BL 1.1010 11.54 3.89 150 0.024588 38'-1 10'-0 48'-1 Pf 1.183 Pe Pv 28 359'-1 16.629 23 359'-1 17.812 5Tr(1'-0), T(5'-0) ® Route 13 BL 1.1010 6.07 2.05 150 0.007493 11'-8% 2'-0 13'-8% Pf 0.103 Pe Pv 15 359'-1 6.48 16.524 Tr(1'-0), Flow (q) from Route 14 14 359'-1 16.627 Tr(1'-0 BL 1.1010 9.14 3.08 150 0.015973 7'-4% 5'-0 12'-4+/ Pf 0.198 Pe Pv 14 359'-1 3.07 16.627 Flow (q) from Route 20 7 359'-1 16.825 T(5'-0) BL 1.1010 5.77 1.95 150 0.006834 15'-6 7-0 17-6 Pf 0.120 Pe Pv 7 359'-1 16.825 18 359'-1 16.945 2Tr(1'-0) BL 1.1010 9.14 3.08 150 0.015973 19'-2% 7-0 26'-2% Pf 0.419 Pe Pv 18 359'-1 3.36 16.945 Flow (q) from Route 18 24 359'-1 17.363 2Tr(1'-0), T(5'-0) ® Route 14 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 5 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 6 Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 1.1010 1.15 0.39 150 0.000346 14'-1 10'-0 24'-1 Pf 0.008 Pe Pv 32 359'-1 6.06 15.322 C(5'-0), Flow (q) from Route 19 30 359'-1 15.330 T(5-0) BL 1.1010 6.48 2.18 150 0.008465 112'_1 29'-0 141'-1 Pf 1.194 Pe Pv 30 359'-1 5.33 15.330 Flow (q) from Route 21 15 359'-1 16.524 9Tr(1'-0), EE(1'-0), T(5'-0), 2E(7'-0) ® Route 15 BL 1.1010 13.90 4.68 150 0.034710 67-7% 11'-0 78'-7%, Pf 2.729 Pe Pv 41 359'-1 12.842 T(5'-0) 36 359'-1 15.572 6Tr(1'-0) ® Route 16 BL 1.1010 10.67 3.60 150 0.021275 67'-7% 17-0 84'_7+/, Pf 1.800 Pe Pv 38 359'-1 5.99 13.909 C(5-0), Flow (q) from Route 17 33 359'-1 15.709 12Tr(1'-0) ® Route 17 BL 1.1010 5.99 2.02 150 0.007319 47'-8'/ 18'-0 65'-8% Pf 0.481 Pe Pv 42 359'-1 13.428 C(5'-0) 38 359'-1 13.909 8Tr(1'-0), C(5'-0) ® Route 18 BL 1.1010 3.36 1.13 150 0.002513 10'-4/4 7-0 17-41/4 Pf 0.044 Pe Pv 17 359'-1 2.15 16.901 Flow (q) from Route 24 18 359'-1 16.945 2Tr(1'-0), T(5'-0) ® Route 19 BL 1.1010 6.06 2.04 150 0.007469 72'-10% 12'-0 84'-10'/4 Pf 0.634 Pe Pv 37 359'-1 14.688 32 359'-1 15.322 12Tr(1'-0) ® Route 20 BL 1.1010 3.07 1.03 150 0.002121 30'-0% 17-0 47'-0'A Pf 0.100 Pe Pv 19 359'-1 2.65 16.527 Flow (q) from Route 22 14 359'-1 16.627 E(7-0), 5Tr(1'-0), T(5'-0) G• Route 21 BL 1.1010 11.39 3.84 150 0.024013 8'-93/4 5'-0 13'-91/4 Pf 0.332 Pe Pv 39 359'-1 14.356 37 359'-1 14.688 C(5'-0) BL 1.1010 5.33 1.80 150 0.005896 86'-11/2 22'-0 108'-11% Pf 0.642 Pe Pv 37 359'-1 14.688 C(5'-0) 30 359'-1 15.330 10Tr(1'-0), E(T-0) ® Route 22 BL 1.1010 2.65 0.89 150 0.001623 65'-9% 57'-0 122'-9% Pf 0.199 Pe Pv 25 359'-1 9.44 16.328 Flow (q) from Route 11 19 359'-1 16.527 3T(5'-0), 5E(7'-0), 7Tr(1'-0) CD Route 23 BL 1.1010 9.18 3.09 150 0.016096 14'-7 1'-0 15'-7 Pf 0.251 Pe Pv 45 359'-1 8.325 46 359'-1 8.576 Tr(1'-0) ® Route 24 BL 1.1010 3.36 1.13 150 0.002513 10'-4/4 10'-0 20'-4/4 Pf 0.051 Pe Pv 7 359'-1 16.825 T(5'-0) 3 359'-1 16.876 T 5'-0) BL 1.1010 2.15 0.73 150 S i l • 15'-6 7-0 22'-6 Pf 0.025 Pe Pv 3 359'-1 16.876 17 359'-1 16.901 2Tr(1'-0), T(5'-0) co Route 25 BL 1.1010 0.41 0.14 150 0.000052 29'-1 30'-0 59'-1 Pf 0.003 Pe Pv 15 359'-1 6.48 16.524 T(5'-0), Flow (q) from Route 14 19 359'-1 16.527 4Tr(1'-0), 3E(T-0) ® Route 26 BL 1.1010 1.21 0.41 150 0.000378 40'-7/4 25'-0 65'-7/4 Pf 0.025 Pe Pv 3 359'-1 16.876 T(5'-0) 17 359'-1 16.901 2E(T-0), 6Tr(1'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Muff plier Actual Inside Diameter \ 4.87 Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter J = Factor ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 6 1111 Hydraulic Analysis Pipe Type Diameter Flow Job Number: 1201613 Report Description: Residential Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt 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 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 BalV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 f fd FDC TE fEE fl9 FN fT 9 GIoV GV Ho Hose HV Hyd 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 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. °' AutcSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:52PM Page 7 111 Hydraulic Graph iJob Number: 1201613 Report Description: Residential Water Supply at Node 1 1M Pressure, psi '1111111111IIIIIII1111111111111Itt111111I11I1111111II111111tII11111111I111111111'IIIIIIIIII1111_i_i_i_I_i_ Static Pressure 70.000 56.72 156.72 i `58.312 with hose streams rS tem demand curve 100.00 @ 20.000 Q1111111111111111111 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 I 11 I 1 1 1 v 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm MydraW c Graph Water Supply at Node 1 Static Preemie 70.000 Residual: Pressure 20.000 @ 3100.00 Avaeade Pressure at Time al Test 69.800 @ 156.72 System Demand 58.312 @ 56.72 System Demand (Including Mae Pdowana at Source) 58.312 @ 156.72 61,, © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:49:50PM Page 2 Hydraulic Su nmary ,Job Job Number: 1201613 Report Description: Residential Job Number 1201613 Design Engineer PHIL FRANCE Job Name: TIKWILA VILLABE BUILDING D SMeCerdfiaboMJcens.Number 0061 - 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD Mu TFD Address 2 TIKWILA, WA. 98188 Job SltdBdlcirrg LEVEL5 EAST RESIDENTIAL UNITS Addrees 3 Drawing Name RES CALC PLAN.cad ystem Remote Area(`) Most Damming Sprinkler Data 4.9 K -Factor 14.00 at 8.163 Occupancy Residential Job Suffix Hae Allowance At Source 100.00 Density 0.100gpm/ft2 Area uf Application 900.00ft2 (Actual 144.43ft2) Additional Hae Supplies Node Flow(aom) Number Of Sprinklers Calculated 4 Coverage Per Sprinidle 130.53ft2 AutoPeak Results: Pressure For Remde Aree(s) Mame To Most Remo* Area Left: 59.572 Right: 60.034 Idol Hose Streams 100.00 System Flow Demand 56.90 Tdal Water Required (Inducing Hose Allowance) 156.90 Matdmum Prssure Unbalance In Loops 0.000 Maximum Velocity Above Ground 10.32 between nodes 30 and 47 Matdmum Vdody Under Ground 0.59 between nodes 1 and 2 Vdume capacity d Wet Pipes 517.41 gal Vdumsapedy d Dry Flps !Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) a (gpm) AvailableTotal Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 70.000 20.000 3100.00 69.800 156.90 58.158 11.642 ontractor ContradaNumbr 22 Coatid Name PHIL FRANCE Contact Tile Name o, Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E -mal phil@surefiresprinkler.com Adders. 3 Web -Site ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:36PM Page 1 ,�' r Node Analysi,. Job Number: 1201613 - .1 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 286'-0 S 58.158 56.90 201 358'-7 Spr(-8.855) 8.855 14.58 202 358`-7 Spr(-8.169) 8.169 14.00 203 358'-7 Spr(-8.163) 8.163 14.00 204 358'-7 Spr(-8.540) 8.540 14.32 2 291'-0 55.983 3 359'-1 T(5'-0) 16.494 7 359'-1 T(5'-0) 16.425 13 321'-4 E(13' -11Y4) 36.724 14 359'-1 T(5'-0), Tr(V-0) 16.159 15 359'-1 Tr(1'-0), T(5'-0) 15.997 16 300'-6 45.778 17 359'-1 T(5'-0), Tr(V-0) 16.527 18 359'-1 T(5'-0), Tr(1'-0) 16.586 19 359'-1 T(5'-0), Tr(1'-0) 16.064 20 351'-11 P0(13'-7%) 23.336 21 359'-1 cplg(1'-0) 19.191 22 359'-1 T(5'-0), Tr(1'-0) 18.777 23 359'-1 T(5'-0), Tr(1'-0) 17.622 24 359'-1 T(5'-0) 17.150 25 359'-1 T(5'-0) 16.042 26 359'-1 T(5'-0), Tr(1'-0) 16.271 27 359'-1 T(5'-0), Tr(1'-0) 16.798 28 359'-1 C(5'-0), Tr(V-0) 16.494 29 359'-1 T(6'-0) 16.233 30 359'-1 T(5'-0) 13.272 31 359'-1 Tr(1'-0), T(5'-0) 15.732 32 359'-1 Tr(1'-0), C(5'-0) 14.294 33 359'-1 C(5'-0), Tr(V-0) 15.759 34 359'-1 T(5'-0), Tr(V-0) 14.895 35 359'-1 T(6'-0) 14.822 36 359'-1 T(5'-0), Tr(1'-0) 15.761 37 359'-1 Tr(1'-0), C(5'-0) 13.469 38 359'-1 C(5'-0), Tr(1'-0) 14.926 39 359'-1 T(5'-0) 14.445 40 359'-1 T(5'-0) 14.500 41 359'-1 T(5'-0), Tr(V-0) 14.995 42 359'-1 C(5'-0) 14.680 47 359'-1 T(3'-0), Tr(1'-0) 9.047 48 359'-1 T(3'-0), Tr(V-0) 8.331 49 359'-1 T(3'-0) 8.325 50 359'-1 T(3'-0), Tr(1'-0) 8.718 m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:38PM Page 3 :` ry Hydraulic Analysis Job Number: 1201613 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Route 1 DR 0.8740 14.00 7.49 150 0.108279 0'-6 3'-0 V-6 Pf 0.379 Pe -0.217 Pv 203 358'-7 14.00 4.9 8.163 Sprinkler, 49 359'-1 8.325 T(3'-0) BL 1.1010 2.05 0.69 150 0.001009 4'-10 1'-0 5'-10 Pf 0.006 Pe Pv 49 359'-1 8.325 48 359'-1 8.331 Tr(1'-0) BL 1.1010 16.06 5.41 150 0.045331 14'-9'/4 1'-0 15-9%4 Pf 0.715 Pe Pv 48 359'-1 14.00 8.331 Flow (q) from Route 2 47 359'-1 9.047 Tr(1'-0) BL 1.1010 30.64 10.32 150 0.149786 21'-2% 7'-0 28'-2%s Pf 4.226 Pe Pv 47 359'-1 14.58 9.047 Flow (q) from Route 4 30 359'-1 13.272 2Tr(1'-0), T(5-0) BL 1.1010 20.70 6.98 150 0.072531 14'-1 14'-1 Pf 1.022 Pe Pv 30 359'4 13.272 32 359'-1 14.294 BL 1.1010 15.14 5.10 150 0.040653 8'-9'/ 6'-0 14'-9'/% Pf 0.601 Pe Pv 32 359'-1 6.61 14.294 Tr(1'-0), Flow (q) from Route 21 34 359'-1 14.895 T(5'-0) BL 1.3940 20 38 4.28 150 0.022326 35'-5% 2'-0 37'-5% Pf 0.837 Pe Pv 34 359'-1 5.24 14.895 Flow (q) from Route 3 31 359'-1 15.732 2Tr(1'-0) BL 1.3940 17.78 3.74 150 0.017345 17'-11'/4 11'-0 28'-11114 Pf 0.502 Pe Pv 31 359-1 15.732 Tr(1'-0) 29 359-1 16.233 2Tr(1'-0), EE(2'-0), T(6'-0) BL 1.1010 9.82 3.31 150 0.018260 9'-3'h 5'-0 14'-3Y2 Pf 0.261 Pe Pv 29 359'-1 16.233 28 359'-1 16.494 C(5-0) BL 1.1010 7.88 2.66 150 0.012157 13'-0 12'-0 25'-0 Pf 0.304 Pe Pv 28 359'-1 16.494 C(5-0) 27 359'-1 16.798 2Tr(1'-0), T(5-0) BL 1.1010 15.59 5.25 150 0.042931 38'-1 8'-0 46'-1 Pf 1.979 Pe Pv 27 359'-1 7.71 16.798 Flow (q) from Route 10 22 359-1 18.777 3Tr(1'-0), T(5-0) BL 2.0030 56.90 5.79 150 0.0 5539 4'-2% 12'-0 16'-2% Pf 0.414 Pe Pv 22 359'-1 41.31 18.777 Flow (q) from Route 5 21 359-1 19.191 E(11'-0), cpig(1'-0) BL 2.2030 56.90 4.79 120 0.024277 9'-1'/4 33'-5 42'-6% Pf 1.033 Pe 3.112 Pv 21 359'-1 19.191 20 351'-11 23.336 E(6'-9%), fE(4'-9%), BV(8'-2%), PO13'-7%) FR 4.3100 56.90 1.25 120 0.000924 85-5% 55-9 141'-2% Pf 0.131 Pe 13.257 Pv 20 35V-11 23.336 13 321'-4 36.724 T(27'-101/2), 2E(13'-11'/4) FR 6.4030 56.90 0.57 120 0.000134 64'-0 109'-4'/4 173'-4% Pf 0.023 Pe 9.030 Pv 13 321'-4 36.724 16 300'-6 45:778 6E(18'-2%) FR 4.3100 56.90 1.25 120 0.000924 21'-10% 77-5% 94'-4'/4 Pf 6.087 Pe 4.119 Pv 16 300'-6 45.778 2 291'-0 55.983 2E(13'-11'/4), BV(16'4° ), T(27'-10'/), BFP(-6.000) UG 6.2800 56.90 0.59 140 0.000111 35'-0 26'-9% 61'-9'/ Pf 0.007 Pe 2.168 Pv 2 291'-0 55.983 1 286'-0 58.158 E(22-0%), PIV(4'-8%), S 100.00 Rose Allowance At Source 1 156.90 ® Route 2 DR 0.8740 14.00 7.49 150 0.108349 0,-6 3'-0 3.-6 Pf 0.379 Pe -0.217 Pv 202 358'-7 14.00 4.9 8.169 Sprinkler, 48 359-1 8.331 T(3'-0) ® Route 3 DR 0.8740 14.32 7.66 150 0.112890 0,-6 3'-0 V-6 Pf 0.395 Pe -0.217 Pv 204 358'-7 14.32 4.9 8.540 Sprinkler, 50 359-1 8.718 T(3'-0) BL 1.1010 26.27 8.85 150 0.112654 32'-2 10'-0 47-2 Pf 4.751 Pe Pv 50 359'-1 11.95 8.718 Flow (q) from Route 20 37 359-1 13.469 3Tr(1'-0), E(7'-0) BL 1.1010 19.65 6.62 150 0.065877 8'-9% 6'-0 14'-9% Pf 0.976 Pe Pv 37 359'4 13.469 Tr(1'-0) 39 359-1 14.445 T(5'-0) ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 4 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 5 s Hyd auIic Analysis Job Number: 1201613 Report Description: Residential �iw Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.3940 11.37 2.39 150 0.007586 40'-8% 9'-0 49'-8% Pf 0.377 Pe Pv 39 359'-1 14.445 35 359'-1 14.822 3Tr(1'-0), T(6'-0) BL 1.3940 5.24 1.10 150 0.0018 37-2 8'-0 40'-2 Pf 0.073 Pe Pv 35 359'-1 14.822 T(6-0) 34 359'-1 14.895 2Tr(1'-0) G. Route 4 DR 0.8740 14.58 7.80 150 0.116738 0'-6 3'-0 3'-6 Pf 0.409 Pe -0.217 Pv 201 358'-7 14.58 4.9 8.855 Sprinkler, 47 359'-1 9.047 T(3'-0) ® Route 5 BL 1.3940 30.07 6.32 150 0.045846 9'-3% 1'-0 10'-3Y2 Pf 0.472 Pe Pv 24 359'-1 19.33 17.150 Flow (q) from Route 7 23 359'-1 17.622 Tr 1'-0 BL 1.3940 41.31 8.68 150 0.682619 13'-0 1'-0 14'-0 Pf 1.155 Pe Pv 23 359'-1 11.24 17.622 Flow (q) from Route 6 22 359'-1 18.777 Tr(1'-0) ® Route 6 BL 1.3940 8.28 1.74 150 0.004221 V-11% 6'-0 12'-11% Pf 0.055 Pe Pv 39 359'-1 14.445 40 359'-1 14.500 T(6'-0) BL 1.1010 8.28 2.79 150 0.013319 7-6% 6'-0 13'-6% Pf 0.181 Pe Pv 40 359'-1 14.500 42 359'-1 14.680 Tr(1'-0), C(5'-0) BL 1.1010 4.51 1.52 150 0.004331 47-8% 9'-0 56-8% Pf 0.246 Pe Pv 42 359'-1 14.680 38 359'-1 14.926 9Tr(1'-0) BL 1.1010 7.22 2.43 150 0.010331 67'-76 13'-0 80'-7'/ Pf 0.833 Pe Pv 38 359'-1 14.926 33 359'-1 15.759 13Tr(1'-0) BL 1.1010 9.30 3.14 150 0.016519 31'-6'/4 13'-0 44.-6% Pf 0.735 Pe Pv 33 359'-1 2.60 15.759 Flow (q) from Route 25 28 359'-1 16.494 5Tr(1'-0), EE(1'-0), E(T-0) BL 1.1010 11.24 3.79 150 0.023446 38'-1 10'-0 48'-1 Pf 1.128 Pe Pv 28 359'-1 16.494 23 359'-1 17.622 5Tr(1'-0), T(5'-0) 40• Route 7 BL 1.3940 19.33 4.06 150 0.020253 35'-4% 8'-0 43'-4% Pf 0.879 Pe Pv 26 359'-1 7.96 16.271 Flow (q) from Route 8 24 359'-1 17.150 2Tr(1'-0), T(6'-0) ® Route 8 BL 1.3940 7.96 1.67 150 0.003919 2'-8Y. T-0 9'-8% Pf 0.038 Pe Pv 29 359'-1 16.233 T(6'-0) 26 359'-1 16.271 Tr(1'-0) op Route 9 BL 1.1010 11.38 3.83 150 0.023961 4'-6% 5'-0 9'-,6% Pf 0.229 Pe Pv 25 359'-1 12.18 16.042 Flow (q) from Route 11 26 359'-1 16.271 T(5'-0) ® Route 10 BL 1.1010 0.51 0.17 150 0.000078 14'-6Y4 10'-0 24'-6Y4 Pf 0.002 Pe Pv 33 359'-1 2.60 15.759 C(5'-0), Flow (q) from Route 25 36 359'-1 15.761 T(5'-0 BL 1.1010 7.71 2.60 150 0.011663 53'-11% 35'-0 88'-11% Pf 1.037 Pe Pv 36 359'-1 7.19 15.761 Flow (q) from Route 14 27 359'-1 16.798 6Tr(1'-0), EE(1'-0), 4E(T-0) ® Route 11 BL 1.1010 12.18 4.10 150 0.027165 46'-4% 18'-0 64'-4+/4 Pf 1.748 Pe Pv 32 359'-1 6.61 14.294 C(5'-0), Flow (q) from Route 21 25 359'-1 16.042 7Tr(1'-0), EE(1'-0), T(5'-0) ® Route 12 BL 1.1010 7.75 2.61 150 0.011779 11'-8% 7-0 13'-8% Pf 0.162 Pe Pv 15 359'-1 9.94 15.997 Tr(1'-0), Flow (q) from Route 13 14 359'-1 16.159 Tr(1'-0 BL 1.1010 10.73 3.62 150 0.0219 7'-4% 5'-0 12'-41/2 Pf 0.266 Pe Pv 14 359'-1 2.98 16.159 Flow (q) from Route 17 7 359'-1 16.425 T(5'-0) BL 1.1010 6.78 2.29 150 0.009207 15'-6 7-0 17-6 Pf 0.161 Pe Pv 7 359'-1 16.425 18 359'-1 16.586 2Tr(1'-0) BL 1.1010 10.73 3.62 150 0.0 1519 19'-2Y2 7'-0 26'-2+/ Pf 0.564 Pe Pv 18 359'-1 3.95 16.586 Flow (q) from Route 15 24 359'-1 17.150 2Tr(1.-0), T(5'-0) Route 13 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 5 m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 6 Hydraulic Analysis Number: 1201613 Report Description: Residential .. Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream BL 1.1010 9.94 3.35 150 0.018651 112'-1 34'-0 146'-1 Pf 2.725 Pe Pv 30 359'-1 13.272 T(5'-0) 15 359'-1 15.997 9Tr(1'-0), EE(1'-0), T(5'-0), 2E(7'-0) ® Route 14 BL 1.1010 7.19 2.42 150 0.010264 67'-7'/ 7.-0 74'-7% Pf 0.766 Pe Pv 41 359'-1 3.42 14.995 Flow (q) from Route 16 36 359'-1 15.761 7Tr(1'-0) ® Route 15 BL 1.1010 3.95 1.33 150 0.003386 10'-4% 7-0 17'-4% Pf 0.059 Pe Pv 17 359'-1 2.53 16.527 Flow (q) from Route 22 18 359'-1 16.586 2Tr(1'-0), T(5'-0) Gil Route 16 BL 1.1010 6.13 2.07 150 0.007636 7'-6% 6'-0 13'-6% Pf 0.104 Pe Pv 35 359'-1 14.822 38 359'-1 14.926 Tr(1'-0), C(5'-0) BL 1.1010 3.42 1.15 150 0.002599 14'-6% 12'-0 26'-6% Pf 0.069 Pe Pv 38 359'-1 14.926 C(5'-0) 41 359'-1 14.995 2Tr(1'-0), T(5'-0) ® Route 17 BL 1.1010 2.98 1.01 150 0.002015 30'-0% 17'-0 4T-0% Pf 0.095 Pe Pv 19 359'-1 0.80 16.064 Flow (q) from Route 18 14 359'-1 16.159 E(7'-0), 5Tr(1'-0), T(5'-0) ca, Route 18 BL 1.1010 0.80 0.27 150 0.000176 65'-91h 5T-0 122'-g% Pf 0.022 Pe Pv 25 359'-1 12.18 16.042 Flow (q) from Route 11 19 359'-1 16.064 3T(5'-0), 5E(7'-0), 7Tr(1'-0) ® Route 19 BL 1.1010 3.77 1.27 150 0.003106 81'-3% 20'-0 101'-3% Pf 0.314 Pe Pv 42 359'-1 14.680 41 359'-1 14.995 8Tr(1'-0), E(7'-0), T(5'-0) ® Route 20 BL 1.1010 11.95 4.03 150 0.026229 13'-11'/ 1'-0 14.-11% Pf 0.393 Pe Pv 49 359'-1 8.325 50 359'-1 8.718 Tr(V-0) ® Route 21 BL 1.1010 6.61 2.23 150 0.008781 72'-10% 21'-0 93'-10% Pf 0.824 Pe Pv 37 359'-1 13.469 C(5'-0) 32 359'-1 14.294 11Tr(1'-0), C(5'-0) ® Route 22 BL 1.1010 3.95 1.33 150 -8.003386 10'-4% 10'-0 20'-4%. Pf 0.069 Pe Pv 7 359'-1 16.425 T(5'-0) 3 359'-1 16.494 T(5'-0) BL 1.1010 2.53 0.85 150 0.001486 15'-6 7'-0 22'-6 Pf 0.033 Pe Pv 3 359'-1 16.494 17 359'-1 16.527 2Tr(1'-0), T(5'-0) ® Route 23 BL 1.1010 2.19 0.74 150 0.001133 29'-1 30'-0 59'-1 Pf 0.067 Pe Pv 15 359'-1 9.94 15.997 T(5'-0), Flow (q) from Route 13 19 359'-1 16.064 4Tr(1'-0), 3E(T-0) G. Route 24 BL 1.1010 1.42 0.48 150 0.000510 40'-7% 25'-0 65'-7% Pf 0.033 Pe Pv 3 359'4 16.494 T(5'-0) 17 359'-1 16.527 2E(7'-0), 6Tr(1'-0) GO Route 25 BL 1.1010 2.60 0.88 150 0.001561 7'-7 10'-0 17'-7 Pf 0.027 Pe Pv 31 359'-1 15.732 T(5'-0) 33 359'-1 15.759 C(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Mutt Mier limammem immill Actual Inside Diameter l4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor m M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 6 Hydraulic Analysis Pipe Type Downstream Elevation Upstream Diameter Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Job Number: 1201613 Report Description: Residential 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 1_r:, 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 450 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 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 P1V 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. Ott AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:39PM Page 7 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:37PM Page 2 jHydraulic GraphJ Number: 1201613 Report Description: Residential Water Supply at Node 1 inn Pressure, psi litt m it llllllll,i,1,,,,,,, 1I1111111111111111 II,I i iiia t i 11111111111LL1_L1. 111.. 111111111111111111111 (Static Pressure 70.000 �i6.90 156.90 9 58.158 th hose streams System demand curve 100.00 @ 20.000 utIIIIIIIII 111111111 11111111/ 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 I M I I I I N I 1 1 1 1 I I I 1 v X00 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Steric Preeaun 70.000 Residual: Pressure 20.000 @ 3100.00 AvWatle Punnets at Time at Teat 69.800 @ 156.90 System Demand 58.158 @ 56.90 system Demand (Inducing Moes Allowance at Source) 58.158 © 156.90 ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 2:54:37PM Page 2 ]p, Hydraulic Summary Job Number: 1201613 Report Description: Residential tlob Job Number 1201613 Design Engles PHIL FRANCE Job Name. TIKWILA VILLABE BUILDING D StateCertiatlonNanaeNumber 0061- 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD AHJ TFD Address 2 TIKWILA, WA. 98188 Job SdedBuidng LEVEL 6 RESIDENTIAL UNITS Address 3 °rasing Name RES CALC PLAN.cad System Remote Area` Mat Demadng Sprinas Osla 4.9 K -Factor 13.00 at 7.039 ocapanW Residential Job Suffix Hae Agowa nce At Source 100.00 Deatty 0.100gpm/ft2 Area of Application 900.00ft2 (Actual 171.91ft2) Adddonal Hae Supplies Node Flowfaom) Number Of Spdnklers Celculated 4 Coverage Per Sprinkler 129.96ft2 AutoPak Results: Pressors For Remote Arse(s) Adjaam To Most Remo* Area Total Hae Steams 100.00 System Flaw Demand Fetal Water Required (Inducing Nae Allowance) 55.65 155.65 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Grand 7.93 between nodes 6 and 302 Maximum V odty Under Ground 0.58 between nodes 1 and 2 Volume capacity of Vet Pipes 517.41 gal 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) 1 Water Supply 100.00 70.000 20.000 3100.00 69.803 155.65 59.113 10.689 Contractor Catr.Gor Numbs 22 Comae Name PHIL FRANCE Contact Tide Name of Contractor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extensier, Address 1 P O BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E-mai phil@surefiresprinkler.com Address 3 Web -Site M.E.P.CAD, Inc. [IT AutoSPRINK® VR11 v11.0.39.0 11/22/2016 1:07:25PM Page 1 '' a' Node Analysis Job Number: 1201613 Report Description: Residential Node Elevation Foot Fittin, = Pressure(psi) Discharge(gpm) 1 286'-0 S 59.113 55.65 301 367-8 Spr(-8.312) 8.312 14.13 302 367-8 Spr(-9.161) 9.161 14.83 303 367-8 Spr(-7.806) 7.806 13.69 304 367-8 Spr(-7.039) 7.039 13.00 2 291'-0 56.939 4 361'-0 P0(18'-7%) 20.353 5 368'-2 E(7-0) 8.920 6 368'-2 T(3'-0), Tr(2'-0) 9.366 8 368'-2 T(5'-0), Tr(2'-0) 9.329 9 368'-2 E(8'-0) 9.302 10 368'-2 T(3'-0), Tr(1'-0) 7.953 11 368'-2 E(7'-0) 7.530 12 368'-2 cplg(2'-0) 16.774 13 321'4 E(13.-111/4) 37.684 16 300'-6 46.737 87 368'-3 T(5'-0) 16.353 .t.r.t ,ku, mc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 1:00:19PM Page 3 gi, Hydraulic AnalysisJob Number: 1201613 Report Description: escription: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Dlischarge K-Factor Pt Pn Fittings Route 1 DR 0.8740 13.00 6.95 150 0.094407 0'-6 7-0 7-6 Pf 0.708 Pe -0.217 Pv 304 11 367-8 13.00 4.9 368'-2 7.039 7.530 Sprinkler, E(T-0) BL 1.1010 13.00 4.38 150 0.030666 12'-9'/ 1'-0 13'-9% Pf 0.423 Pe Pv 11 10 368'-2 368'-2 7.530 7.953 Tr(V-0) BL 1.3940 26.69 5.61 150 0.036776 1Z-81/2 24'-0 36'-81/2 Pf 1.349 Pe Pv 10 9 368'-2 13.69 368'-2 7.953 9.302 Flow (q) from Route 2 3E(8'-0) BL 2.0030 26.69 2.72 150 0.006284 2'-3% 2'-0 4'-3% Pf 0.027 Pe -0.001 Pv 9 8 368'-2 368'-2 9.302 9.329 Tr(Z-0) BL 2.0030 40.82 4.16 150 0.013811 0'-81/2 2'-0 2'-8% Pf 0.037 Pe -0.000 Pv 8 6 368'-2 14.13 368'-2 9.329 9.366 Flow (q) from Route 3 Tr(Z-0) BL 2.0030 55.65 5.67 150 0.024505 176'-5 110'-0 286'-5 Pf 7.019 Pe -0.032 Pv 6 87 368'-2 14.83 368'-3 9.366 16.353 Flow (q) from Route 4 49Tr(2'-0), EE(2'-0), T(10'-0) BL 2.4230 55.65 3.87 150 0.009697 24'-0% 16'-0 40'-0'/4 9'-1'/ 45'-61/4 54'-7% Pf 0.389 Pe 0.033 Pv Pf 0.470 Pe 3.108 Pv 87 12 368'4 368'-2 16.353 16.774 120 Tr(2'-0), E(12'-0), cplg(2'-0) 0.00$ 03 BL 2.7030 55.65 3.11 12 4 368'-2 361'-0 16.774 20.353 E(9'-4), fE(6'-8), BV(10'-10%), POO V-7%) FR 4.3100 55.65 1.22 120 0.0 0887 94.-6% 55'-9 150'-3% Pf 0.133 Pe 17.198 Pv 4 13 361-0 321'-4 20.353 37.684 T(27'-10%), 2E03.-11%) FR 6.4030 55.65 0.55 120 0.000129 64'-0 109'-4% 173'-4% Pf 0.022 Pe 9.030 Pv 13 16 321'-4 300'-6 37.684 46.737 6E(18'-2%) FR 4.3100 55.65 1.22 120 0.000887 21'-10% 72'-5% 94'-4% Pf 6.084 Pe 4.119 Pv 16 2 300'-6 29V-0 46.737 56.939 2E(13'-111/2), BV(16'-8%), T(27'-10'/2), BFP(-6.000) UG 6.2800 55.65 0.58 140 0.000107 35'-0 26'-9'/ 61'-9% Pf 0.007 Pe 2.168 Pv 2 1 291'-0 286'-0 56.939 59.113 E(22'-0%), PIV(4'-8'/a), S Hose Allowance At Source 100.00 1 155.65 a Route 2 DR 0.8740 13.69 7.32 150 0.103889 0'-6 3'-0 3-6 Pf 0.364 Pe -0.217 Pv 303 10 367'-8 13.69 4.9 368'-2 7.806 7.953 Sprinkler, T(3'-0) co Route 3 DR 0.8740 14.13 7.55 150 0.110097 0'-6 T-0 7'-6 Pf 0.826 Pe -0.217 Pv 301 5 367-8 14.13 4.9 368'-2 8.312 8.920 Sprinkler, E(T-0) BL 1.1010 14.13 4.76 150 0.035763 6'-51/2 5'-0 11'-51/2 Pf 0.409 Pe -0.001 Pv 5 8 368'-2 368'-2 8.920 9.329 T(5'-0) ® Route 4 DR 0.8740 14.83 7.93 150 0.120467 0'-6 3'-0 3'-6 Pf 0.422 Pe -0.217 Pv 302 6 367-8 14.83 4.9 368'-2 9.161 9.366 Sprinkler, T(3'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Mu'iplier 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 / M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 1:00:20PM Page 4 Hydralulic Analysis Pipe Type Downstream Upstream Diameter Elevation Fliow Discharge Job Number: 1201613 Report Description: Residential Velocity HWC Friction Loss K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Length Eq. Length Total Length Pressure Summary Fittings LeGiend 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cpig 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 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. AutcSPRINK® VR11 v11.0.39.0 11/22/2016 I :00:20PM Page 5 igg Hydraulic Graph Job Number: 1201613 Report Description: Residential Water Supply at Node 1 MCI Pressure, psi 11111111,1111 „ 111111,11111111111111,111111111111111111 1 1,,II 1111111111 „ 1,,1111,1111111111 „ 111111 Static Pressure 70.000 56.65 @`59.113 155.65 with hose streams System demand curve 100.00 a 20.000 QI1111111111 111111111 1 1 1 1 1 1 1 1 1 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 I I I 1 I I 1 1 I u, 9300 1200 1800 2400 3000 3600 4200 4 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Slaw Prasaure 70.000 Residual: Pressure 20.000 @ 3100.00 Avallatle Pressure et Time of Test 69.803 @ 155.65 System Demand 59.113 @ 55.65 System Demand (Inducing Hose Allowance at Source) 59.113 @ 155.65 6s, © M.E.P.CAD, Inc. AutcSPRINK® VR11 v11.0.39.0 11/22/2016 1:00:18PM Page 2 ob Hyaraulic Summary Job Number: 1201613 Report Description: Ordinary Group I Job Number 1201613 Design Engineer PHIL FRANCE Job Name: TIKWILA VILLABE BUILDING D StoteCwtAcatioMJcens.Numb. 0061- 0292 - C Addrea l 14400 TUKWILA INTERNATIONAL BOULEVARD AHJ TFD Addaas 2 TIKWILA, WA. 98188 Job StteBBuildng LEVEL MEZZANINE OFFICE AREA Address 3 Drawing Name MEZZ LEVEL CALC PLAN.cad System Remote Area(,; Most Demendng Sprinkler Data 5.6 K -Factor 21.59 at 14.870 Occupancy Ordinary Group I Job Suffix Hae Allowance At Source 250.00 Dnwity 0.150gpm/ft2 Arad Application 1500.00ft2 (Actual 1741.311t2) Addtional Hose Supplies Node Flow(gpm) Number Of Sprinkler. Calculated 10 Coverage Per Sprinkler 256.00ft2 AutoPeak Results: Pressure For Remote Ara(.) Adjacent To Most Remota Area Total Hose Streams 250.00 System Flow Demand 376.75 Total Water Required (Inducing Hae Allowenc.) 626.75 Maximum Pressure Unbalance In Loop. 0.000 Maximum Vdodty Above Ground 17.57 between nodes 8 and 7 Maximum Valodty Under Ground 3.90 between nodes 1 and 2 Vdume cepadty or Wal Pipes 683.16gal Volume ospadty of Dry Pipes 209.31 gal Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) © (gpm) Available Total Demand (psi) a (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 70.000 20.000 2990.00 67.223 626.75 57.214 10.009 Contractor Contractor Number 22 Contact Name PHIL FRANCE Canted Title Name ((Contractor SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Addrea 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 E -map phil©surefiresprinkler.com Adder 3 Web -Site �+y ® M.E.P.CAD, Inc. AutoSPRINK®VR11 v11.0.39.0 11/22/2016 12:20:24PM Page 1 P,. Node Analysis► Job Number: 1201613 Report Descriptiort Ordinary Group I Node Elevation Foot Fittin � - S Pressure(psi) 57.214 Discharge(gpm) 376.75 1 286'-0 101 320'-6 Spr(-8.277) Spr(-10.328) Spr(-8.500) Spr(-16.197) 8.277 10.328 8.500 16.197 40.28 44.99 40.82 22.54 102 320'-6 103 320'-6 320'-6 104 105 320'-6 Spr(-7.977) 7.977 39.54 106 320'-6 Spr(-10.075) 10.075 44.44 107 320'-6 Spr(-7.861) 7.861 39.25 108 320'-6 Spr(-14.870) Spr(-9.339) Spr(-8.377) 14.870 9.339 8.377 54.820 21.59 42.78 40.52 109 320'-6 110 320'-6 2 291'-0 3 300'-6 44.822 4 321'-4 E(13.-11%) E(2'-0) PO(6'-7'h) 35.022 9.270 18.582 5 321'-6 6 321'-6 7 321'-6 321'-6 T(5'-0) PO(6'-7'Y:) 13.393 17.463 8 9 321'-6 PO(8'-8%) 17.213 10 321'-6 P0(5'-9%) 17.209 11 321'-6 T(5'-0) 10.989 12 321-6 P0(8'-8%) 17.207 13 321'-6 E(2'-0) 16.250 14 321'-6 T(5'-0) 10.299 15 321'-6 T(5'-0) 13.060 16 321'-6 T(5'-0) 16.684 17 321'-6 E(2'-0) 8.786 18 321'-6 E(2'-0) 14.886 19 321'-6 T(5' -91h) T(5'-0) E(2'-0) 15.827 12.093 9.385 20 321'-6 21 321'-6 22 321'-6 24.946 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 12:20:25PM Page 3 ElHydraulic Analysis Job Number: 1201613 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 ei Route 1 DR 1.0490 21.59 8.02 120 0.149973 1'-0 Pf 0.450 108 320'-6 21.59 5.6 14.870 Sprinkler, 2'-0 Pe -0.434 18 321'-6 14.886 E(2'-0) 3'-0 Pv BL 1.0800 21.59 7.56 120 _ 0.130141 1'-5% Pf 0.941 18 321'-6 14.886 5'-9%4 Pe 19 321'-6 15.827 T(5' -9'h) 7'-2'/4 Pv BL 1.4080 21.59 4.45 120 0.035768 14'-034 Pf 0.857 19 321'-6 15.827 9'-11 Pe 16 321'-6 16.684 T(6'-7'/), E(3'-3%) 23'-11% Pv BL 1.6390 21.59 3.28 120 0.017068 13'-2'% Pf 0.523 16 321'-6 16.684 17-5% Pe 12 321'-6 17.207 2E(4' -4'h), PO(8'-8%) 30'-8 Pv CM 3.3140 21.59 0.80 120 0.000553 3'-2 Pf 0.002 12 321'-6 17.207 Pe 10 321'-6 17.209 3'-2 Pv CM 3.3140 44.13 1.64 120 0.002076 1'-10 Pf 0.004 10 321'-6 22.54 17.209 Flow (q) from Route 7 Pe 9 321'-6 17.213 1'-10 Pv CM 3.3140 131.35 4.89 120 0.015619 16'-0 Pf 0.250 9 321'-6 87.22 17.213 Flow (q) from Route 8 pe 8 321'-6 17.463 16'-0 Pv CM 3.3140 295_42 10.99 120 0.069958 16'-0 Pf 1.119 8 321'-6 78.79 17.463 Flow (q) from Route 2 Pe 6 321'-6 18.582 16'-0 Pv CM 3.3140 376.75 14.01 120 0.109709 58'-0 Pf 6.364 6 321'-6 81,34 18.582 Flow (q) from Route 5 Pe 22 321'-6 24.946 58'-0 Pv CM 4.3100 376.75 8.29 120 0.030511 170'-7% Pf 10.003 22 321'-6 24.946 15T -2Y4 Pe 0.074 4 321'-4 35.022 EE(5'-7), T(27'-10'/), 5E(13'-11 %), fE(9'-5Y2), BV(16'-8'/4), PO(27'-10'%) 327'-10 Pv FR 6.4030 376.75 3.75 120 0.004439 64'-0 Pf 0.770 4 321'-4 35.022 109'-4'/4 Pe 9.030 3 300'-6 44.822 6E(18'-2%) 173'-4% Pv FR 4.3100 376.75 8.29 120 0.030511 21'-103/4 Pf 5.879 3 300'-6 44.822 72'-5% Pe 4.119 2 291'-0 54.820 2E(13'-11 %4), BV(16'-8%), T(27.-10%), BFP(-3.000) 94'-4Y4 Pv UG 6.2800 376.75 3.90 140 _ 0.003668 35'-0 Pf 0.227 2 291'-0 54.820 26'-9% Pe 2.168 1 286'-0 57.214 E(22'-0'/4), PIV(4'-83/4), S 61'-914 Pv 250.00 Hose Allowance At Source 1 626.75 ® Route 2 DR 1.0490 39.25 14.57 120 0.453026 1'-0 Pf 1.359 107 320'-6 39.25 14 7.861 Sprinkler, 2'-0 Pe -0.434 17 321'-6 8.786 E(2-0) 3'-0 Pv BL 1.4080 39.25 8.09 120 0.108045 14'-0 Pf 1.513 17 321'-6 8.786 Pe 14 321'-6 10.299 14'-0 Pv BL 1.4080 78.79 16.24 120 - 0.392163 11'-73h Pf 7.164 14 321'-6 39.54 10.299 Flow (q) from Route 3 6'-7'h Pe 8 321'-6 17.463 PO(6'-7'/:) 18'-3%4 Pv ® Route 3 DR 1.0490 39.54 14.68 120 0.459225 1,-0 Pf 2.755 105 320'-6 39.54 14 7.977 Sprinkler, 5'-0 Pe -0.434 14 321'-6 10.299 T(5'-0) 6'-0 Pv G. Route 4 DR 1.0490 40.28 14.95 120 - 0.475193 1'-0 Pf 1.426 101 320'-6 40.28 14 8.277 Sprinkler, 2'-0 Pe -0.434 5 321'-6 9.270 E(2'-0) 3'-0 Pv BL 1.0800 40.28 14.11 120 0.412357 10'-0 Pf 4.124 5 321'-6 9.270 Pe 7 321'-6 13.393 10'-0 Pv BL 1.4080 85.27 17.57 120 0.453876 2'-4Y4 Pf 4.070 7 321'-6 44.99 13.393 Flow (q) from Route 10 6'-7Y2 Pe 8 321'-6 17.463 PO(6'-7'/:) 8'-11% Pv G. Route 5 t,s, ®M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 12:20:27PM Page 4 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 12:20:27PM Page 5 Hydraulic Analysis iJob Number: 1201613 r Report Description: Ordinary Group I _ Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.0490 40.52 15.04 120 0.480471 1'-0 2'-0 3'-0 Pf 1.441 Pe -0.434 Pv 110 320'-6 40.52 14 8.377 Sprinkler, 21 321'-6 9.385 E(2'-0) _ BL 1.4080 40.52 8.35 120 0.114591 14'-0 14'-0 Pf 1.604 Pe Pv 21 321'-6 9.385 11 321'-6 10.989 BL 1.4080 81.34 16.76 120 0.415911 11'-7% 6'-7%, 18'-3 Pf 7.593 Pe Pv 11 321'-6 40.82 10.989 Flow (q) from Route 6 6 321'-6 18.582 PO(6'-7%) ® Route 6 DR 1.0490 40.82 15.15 120 0.487022 V-0 5'-0 6'-0 Pf 2.922 Pe -0.434 Pv 103 320'-6 40.82 14 8.500 Sprinkler, 11 321'-6 10.989 T(5'-0) ® Route 7 DR 1.0490 22.54 8.37 120 0.162311 1,-0 2'-0 3'-0 Pf 0.487 Pe -0.434 Pv 104 320'-6 22.54 5.6 16.197 Sprinkler, 13 321'-6 16.250 E(2'-0) BL 1.0800 22.54 7.89 120 0.140848 1'-0%z 5'-9%4 6'-g% Pf 0.959 Pe Pv 13 321'-6 16.250 10 321'-6 17.209 PO(5'-9%) ® Route 8 DR 1.0490 42.78 15.88 120 0.531290 1'-0 5'-0 6'-0 Pf 3.188 Pe -0.434 Pv 109 320'-6 42.78 14 9.339 Sprinkler, 20 321'-6 12.093 T(5'-0) _ BL 1.6390 42.78 6.51 120 0.060466 16'-0 16-0 Pf 0.967 Pe Pv 20 321'-6 12.093 15 321'-6 13.060 BL 1.6390 87.22 13.26 120 0.225835 9'-8 8'-8% 18'-4' Pf 4.152 Pe Pv 15 321'-6 44.44 13.060 Flow (q) from Route 9 9 321'-6 17.213 PO(8'-8%) G. Route 9 DR 1.0490 44.44 16.50 120 0.569900 1'-0 5'-0 6'-0 Pf 3.419 Pe -0.434 Pv 106 320'-6 44.44 14 10.075 Sprinkler, 15 321'-6 13.060 T(5'-0) ® Route 10 DR 1.0490 44.99 16.70 120 0.583138 1'-0 5'-0 6'-0 Pf 3.499 Pe -0.434 Pv 102 320'-6 44.99 14 10.328 Sprinkler, 7 321'-6 13.393 T(5'-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Mut; plier Actual Inside Diameter 4'87 ( err Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 12:20:27PM Page 5 Hydraulic Analysis Pipe Type Downstream _ Upstream Diameter Elevation Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend Job Number: 1201613 Report Description: Ordinary Group I 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 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 AngV b BaIV BFP BV C cplg Cr CV DelV 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%* 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 Qd, ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 12:20:27PM Page 6 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 112:20:25PM Page 2 Hydraulic Graph Number: 1201613 .1Job Report Description: Ordinary Group! Water Supply at Node 1 1M Pressure, psi 5 8 8 0 8 8 1,,,11,1111,,11,1111 11111111111111 111111111 ,1111111,1,111 Static Pressure 70.000 376.75 626.75 q 57.214 with hose streams System demand curve 00 @ 20.000 `V 1 10 0 !el 111111111 111111 I I V 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 L l_LI_ 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 tio0 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stade Pressure 70.000 RWdual. Pressure 20.000 @ 2990.00 Available Pressure at Time d Test 67.223 (41626.75 System Demand 57.214 @ 376.75 System Demand (Inducting Hasa aowana at Source) 57.214 @ 626.75 M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 112:20:25PM Page 2 Hydraulic Summary ,lob Job Number: 1201613 Report Description: Ordinary Group I Job Number 1201613 Design En neer PHIL FRANCE Job N.me: TIKWILA VILLABE BUILDING D State CerAAatlonlLiaae Number 0061 - 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD AHJ TFD Address 2 TIKWILA, WA. 98188 Job S1tel8WJdng LEVEL P 1 PARKING WEST Address 3 Drawing Name LEWEL P 1 CALC PLAN.cad System Remote Area(-) Most Demanding Spdnlder Data 5.6 K -Factor 19.50 at 12.125 Occupancy Ordinary Group I Job Suffix Hae AAowana At Source 250.00 Density 0.150gpm/ft2 Ares of Application 1500.00ft2 (Actual 2001.27ft2) Additional Hour Supplies Node Flow(gpm1 Number Of Sprinklers Calculated 17 Coverage Per Sprinkler 130.00ft2 AutoPeek Restate Pressure For Remote Ares(*) Adjacent To Mat Remote Aree Left: 56.341 Right: 56.341 Total Hae Strains 250.00 System Row Demand 385.11 Total Water Required (including Hae Allowance) 635.11 M.xdmum Pressure Unbalance In Loops 0.000 Maximum Vdodty Above Ground 23.13 between nodes 4 and 5 Maximum Vdodty Under Ground 3.99 between nodes 1 and 2 Vdume ap.dty of Wal Rp.. 475.63ga1 Volume capacity d Dry Pipe. Supplies Node Name Hose Flow (gpm) Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand (psi) ' (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 66.391 635.11 56.341 10.050 contractor Contractor Number 22 Contact Nam. PHIL FRANCE Contact Title Name d Codr.dor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Add... 1 P O BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 &mid phil@surefiresprinkler.com Address 3 W.bSke &,© M.E.P.CAD, Inc. 3 AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:51:46PM Page 1 iii Node Analysis Job Number: 1201613 ins.1 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 286'-0 S 56.341 385.11 101 299'-10 Spr(-16.048) 16.048 22.43 102 29V-10 Spr(-15.454) 15.454 22.01 103 299'-10 Spr(-20.212) 20.212 25.18 104 299'-10 Spr(-18.005) 18.005 23.76 105 299'-10 Spr(-17.343) 17.343 23.32 106 299'-10 Spr(-22.150) 22.150 26.36 107 108 299'-10 299'-10 Spr(-20.119) Spr(-24.028) 20.119 24.028 25.12 27.45 109 299'-10 Spr(-19.386) 19.386 24.66 110 299'-10 Spr(-14.162) 14.162 21.07 111 299'-10 Spr(-15.135) 15.135 21.79 112 299'-10 Spr(-25.186) 25.186 28.10 113 299'-10 Spr(-13.635) 13.635 20.68 114 299'-10 Spr(-9.554) 9.554 17.31 115 299'-10 Spr(-12.598) 12.598 19.88 116 299'-10 Spr(-12.125) 12.125 19.50 117 299'-10 Spr(-8.669) 8.669 16.49 2 291'-0 53.937 3 293'-9% DPV(9'-11 %) 47.479 4 298'-4 PO(4'-81/2) 31.484 5 299'-10 T(4'-1%) 24.256 6 298'-4 PO(4'-8%) 30.384 7 299'-10 T(4'-1%) 23.381 8 298'-4 PO(4'-81/2) 29.888 9 298'-4 PO(7'-9%) 29.836 10 299'-10 T(4.-1%) 27.426 11 299'-10 T(4.-1%) 27.372 12 298'-4 34.491 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:51:47PM Page 3 Hydraulic Analysis Job Number: 1201613 Report Description: Ordinary Groua 1 Pipe Type Diameter Elevation Flow Discharge Velocity K -Factor HWC Pt Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary Downstream Upstream ® Route 1 BL 1.0800 19.50 6.83 100 0.150983 10'-0 Pf 1.510 116 299'-10 19.50 5.6 12.125 Sprinkler Pe 113 299'-10 13.635 10'-0 Pv BL 1.0800 40.18 14.07 100 0.575112 10'-0 Pf 5.751 113 299'-10 20.68 5.6 13.635 Sprinkler Pe 109 299'-10 19.386 10'-0 Pv BL 1.4080 64.84 13.36 100 0.383083 6-81,4 Pf 3.995 109 29W-10 24.66 5.6 19.386 Sprinkler, 4'-8%, Pe 7 299'-10 23.381 T(4'-8'/) 10'-5% Pv BL 1.4080 110.17 22.70 100 1.021571 1'-6 Pf 6.352 7 299'-10 45.34 23.381 Flow (q) from Route 4 4'-81,4 Pe 0.650 6 298'-4 30.384 PO(4'-81,4) 6'-2% Pv CM 3.3140 272.84 10.15 100 0.084617 13'-0 Pf 1.100 6 298'-4 162.67 30.384 Flow (q) from Route 3 Pe 4 298'-4 31.484 13'-0 Pv CM 3.3140 385.11 14.32 100 0.160083 18'-9Y2 Pf 3.008 4 298'-4 112.26 31.484 Flow (q) from Route 2 Pe 12 298'-4 34.491 18'-91,4 Pv CM 4.3100 385.11 8.47 100 0.044520 164'-31,4 Pf 11.031 12 298'-4 34.491 83'-5% Pe 1.957 3 29T-9% 47.479 2T(19'-101), EE(3'-11%), 3E(9'-11' ), DPV(9'-11 %) 247'-91/4 Pv FR 4.3100 385.11 8.47 120 0.0 1774 11'-10sA Pf 5.238 3 293'-9% 47.479 58'-61,4 Pe 1.220 2 291'-0 53.937 BV(16'-8'/.), T(27'-101,4), BFP(-3.000), E(13'-11%) 70'-5% Pv UG 6.2800 385.11 3.99 140 0.00 820 35'-0 Pf 0.236 2 291'-0 53.937 26'-9Y2 Pe 2.168 1 286-0 56.341 E(22' -O%), PIV(4'-8' ), S 61'-91 Pv 250.00 Hose Allowance At Source 1 635.11 ® Route 2 BL 1.0800 19.88 6.96 100 0.156419 10'-0 Pf 1.564 115 299'-10 19.88 5.6 12.598 Sprinkler Pe 110 299'-10 14.162 10'-0 Pv BL 1.0800 40.95 14.34 100 0.595726 10'-0 Pf 5.957 110 299'-10 21.07 5.6 14.162 Sprinkler Pe 107 299'-10 20.119 10'-0 Pv BL 1.4080 66.07 13.61 100 0.396681 5'-81,4 Pf 4.137 107 299'-10 25.12 5.6 20.119 Sprinkler, 4'-8% Pe 5 299'-10 24.256 T(4'-8%) 10'-5Y4 Pv BL 1.4080 112.26 23.13 100 1.057778 1'-6 Pf 6.577 5 299'-10 46.20 24.256 Flow (q) from Route 5 4'-8Y Pe 0.650 4 298'-4 31.484 PO(4'-81/) 6'-21,4 Pv ce Route 3 BL 1.0800 16.49 5.77 100 0.110694 8'-0 Pf 0.886 117 299'-10 16.49 5.6 8.669 Sprinkler Pe 114 299'-10 9.554 8'-0 Pv BL 1.0800 33.80 11.84 100 0.417640 11'-8' Pf 5.581 114 299'-10 17.31 5.6 9.554 Sprinkler, 1'-7% Pe 111 299'-10 15.135 E(1'-7%) 13'-4% Pv BL 1.0800 55.58 19.47 100 1.048383 7'-6% Pf 12.237 111 299'-10 21.79 5.6 15.135 Sprinkler, 4'-1%4 Pe 11 299'-10 27.372 T(4'-1%) 11'-8 Pv BL 1.7280 55.58 7.60 100 0.106281 0'-6 Pf 0.053 11 299'-10 27.372 Pe 10 299'-10 27.426 0'-6 Pv BL 2.1040 83.69 7.72 100 0.086862 8'-71/4 Pf 1.760 10 299'-10 28.10 27.426 Flow (q) from Route 7 11'-8 Pe 0.650 9 298'-4 29.836 E(3'-10%), PO(7-91) 20'-3%4 Pv CM 3.3140 83.69 3.11 100 0.009505 5'-51,4 Pf 0.052 9 298'-4 29.836 Pe 8 298'-4 29.888 5'-5% Pv CM 3.3140 162.67 6.05 100 0.032504 15'-3 Pf 0.496 8 298'-4 78.98 29.888 Flow (q) from Route 6 Pe 6 298'-4 30.384 15'-3 Pv ® Route 4 BL 1.0800 22.01 7.71 100 0.188961 10'-0 Pf 1.890 102 299'-10 22.01 5.6 15.454 Sprinkler Pe 105 299'-10 17.343 10'-0 Pv ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:51:48PM Page 4 rlillHydraulic Analysis Job Number: 1201613 Report Description: Ordinary Group I w 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 1.0800 45.34 15.88 100 0.719089 4'-3% 4'-1% 8'-4% Pf 6.038 Pe Pv 105 299'-10 23.32 5.6 17.343 7 299'-10 23.381 Sprinkler, T(4.-1%) ® Route 5 BL 1.0800 22.43 7.86 100 0.195673 10'-0 10'-0 Pf 1.957 Pe Pv 101 299'-10 22.43 5.6 16.048 104 299'-10 18.005 Sprinkler BL 1.0800 46.20 16.18 100 0.744520 4'-3'h 4'-1'/4 8'-4% Pf 6.252 Pe Pv 104 299'-10 23.76 5.6 18.005 5 299'-10 24.256 Sprinkler, T(4'-1'/4) G. Route 6 BL 1.0800 25.18 8.82 100 0.242216 8'-0 8'-0 Pf 1.938 Pe Pv 103 299'-10 25.18 5.6 20.212 106 299'-10 22.150 Sprinkler BL 1.4080 51.53 10.62 100 0.250487 T-6 7'-6 Pf 1.879 Pe Pv 106 299'-10 26.36 5.6 22.150 108 299'-10 24.028 Sprinkler BL 1.4080 78.98 16.27 100 0.551919 7-4%4 7'-1 9'-5% Pf 5.209 Pe 0.650 !Pv 108 299'-10 27.45 5.6 24.028 8 298'4 29.888 Sprinkler, E(2'-4'/4), PO(4'-8'/) Gib Route 7 BL 1.0800 28.10 9.84 100 0.296880 3'-5'/4 4'-1% 7'-Vc'/2 Pf 2.240 Pe Pv 112 299'-10 28.10 5.6 25.186 10 299'-10 27.426 Sprinkler, T(4'-1'/4) Equivalent Pipe Lengths of Valves and Fittings (C=120 oni) C Value Mwtipiier 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 11/22/2016 3:51:48PM Page 5 Hydraulic Analysis Job Number: 1201613 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Pipe Type Legend Units Legend 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 Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn IPf Pe IPv 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° cpig Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 450 Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow IEE 45° FireLock(TM) Elbow fig Flange FN Floating Node IT 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. f AutoSPRINK® VRI 1 v11.0.39.0 11/22/2016 3:51:48PM Page 6 tii.Hydraulic Graph AJob Number: 1201613 monsmor Report Description: Ordinary Group I Water Supply at Node 1 1M Pressure, psi IIIIIIIIIlI111iiiiiiliiiiiiiii Iiiiiiiiiiliiiiiiiiil m iiiiiiliiiiiiliili,ii11111Iiiiiiiiiiliiii.Ll.Ii. Static Pressure 69.000 .11 385.1 MO 635.11 56.341 with hose streams System demand curve 100.00 @ 20.000 1 minium !mum i i i i i i 0 t 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 (60 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Water Supply at Node 1 Static: Premium 69.000 Reeidud: Preeanr. 20.000 (0 3100.00 Available Pramual. et Time W TW 66.391 @ 635.11 System Demand 56.341 @ 385.11 System Demand (Inducing Hose allowance at Source) 56.341 @ 635.11 © M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:51:47PM Page 2 its,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:37PM Page 1 yripaulic Summary Number: 1201613 .1Job Report Description: Ordinary Group I Job Job Number 1201613 Deign Eno PHIL FRANCE Job Rains: TIKWILA VILLABE BUILDING D StateCeriinationfticeseNumber 0061- 0292 - C Address 1 14400 TUKWILA INTERNATIONAL BOULEVARD AHJ TFD Address 2 TIKWILA, WA. 98188 Job Sitel&rldng LEVEL P 1 PARKING SOUTH Address 3 DrsvAnD Name LEVVEL P 1 CALC PLAN.cad ISystem Remote Area(... Mast Damming Sprinkler Data 14 K-Factor 60.00 at 18.367 Occupancy Ordinary Group I Job Suffix Hose Pam= m At Source 250.00 Density 0.150gpm/ t2 Area of Application 1500.0082 (Actual 2066.61ft2) Addliond Hae Supplies Node Flow(gom) Number Of Sprinklers Calculated 6 Coverage Per Sprinkler 400.0082 AutoPeak Results: Pressure For Remote Areas) Adiacent To Most Remote Area Left: 50.357 Right: 50.357 Total Hose Streams 250.00 System Flow Demand 392.83 Total Water Required (Indudng Hose Atiwvance) 642.83 Maximum Pressure Unbalance In Loop 0.000 Maximum Valodty Above Ground 18.47 between nodes 13 and 201 Maximum Valodty Under Ground 4.07 between nodes 1 and 2 Volume apadty all Wet popes 476.78ga1 Volume capadty of CO Raw Supplies Node Name Hose Flow (1)pm) Static (psi) Residual Flow (psi) (gpm) Available C , Total Demand (Psi) (gpm) Required (Psi) Safety Margin (psi) 1 Water Supply 250.00 69.000 20.000 3100.00 66.332 642.83 50.357 15.975 r '1 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri, s er Corporation SURE •: .DD Expires jedi 12/31/16 S, nat Date hes d }Contractor Contractor Number 22 Contact Names PHIL FRANCE Cadets Title Name of Contactor. SUREFIRE SPRINKLER CORP. Phone 206-793-7688 Extension Address 1 PO BOX 719 FAX Address 2 RAVENSDALE, WA. 98051 Email phil@surefiresprinlder.com Address 3 Web.Sas its,© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:37PM Page 1 Node Analysis Job Number: 1201613 Report Description Ordinary GrouD I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 286'-0 S 50.357 392.83 201 298'-3 Spr(-28.612) 28.612 74.89 202 298'-3 Spr(-24.249) 24.249 68.94 203 298'-3 298'-3 Spr(-21.210) Spr(-20.755) 21.210 20.755 64.48 63.78 204 205 298'-3 Spr(-18.829) 18.829 60.75 206 298'-3 Spr(-18.367) 18.367 60.00 2 291'-0 47.945 3 293'-9'/4 DPV(9'-11 %) 41.403 13 298'-3 PO(4'-8'/) 32.435 14 298'-3 PO(8'-0%) 32.194 ® M.E.P.CAD, Inc. 123 AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:39PM Page 3 Hydraulic Analysis Job Number: 1201613 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 ® Route 1 BL 1.7280 60.00 8.21 100 0.122428 19'-6 19'-6 Pf 2.387 pe Pv 206 298'-3 60.00 14 204 298'-3 18.367 20.755 Sprinkler BL 2.1040 123.78 11.42 100 0.179189 17-6 19'-6 Pf 3.494 pe Pv 204 298'-3 63.78 14 202 298'-3 20.755 24.249 Sprinkler BL 2.1040 192.72 17.78 100 0.406465 4'-0 15'-64: 19'-6% Pf 7.945 Pe Pv 202 298'-3 68.94 14 14 298'-3 24.249 32.194 Sprinkler, PO(7'-9%) CM 4.3100 192.72 4.24 100 0.012369 19'-6 19'-6 Pf 0.241 Pe Pv 14 298'-3 13 298'-3 32.194 32.435 CM 4.3100 392.83 8.64 100 0.046187 102'-10% 49'-8'/4 152'-6'/: Pf 7.045 Pe 1.923 Pv 13 298'-3 200.11 3 293'-93/4 32.435 41.403 Flow (q) from Route 2 T(19' -10A), 2E(9' -11Y4), DPV(9'-11 Y4) FR 4.3100 392.83 8.64 120 0.032963 11'-103/4 58'-6%s 70'-5%4 Pf 5.322 Pe 1.220 Pv 3 293'-93/4 2 291'-0 41.403 47.945 BV(16'-8'/4), T(27'-10%), BFP(-3.000), E(13'-114.) UG 6.2800 392.83 4.07 140 0.003963 35'-0 26'-9% 61'-9% Pf 0.245 Pe 2.168 Pv 2 291'-0 1 286'-0 47.945 50.357 E(22'-0'/4), PIV(4'-8'/4), S 250.00 Hose Allowance At Source 1 642.83 Q. Route 2 BL 1.7280 60.75 8.31 100 0.125275 19'-0 19'-0 Pf 2.380 Pe Pv 205 298'-3 60.75 14 203 298'-3 18.829 21.210 Sprinkler BL 1.7280 125.23 17.13 100 0.477566 15'-6 15'-6 Pf 7.402 Pe Pv 203 298'-3 64.48 14 201 298'-3 21.210 28.612 Sprinkler BL 2.1040 200.11 18.47 100 0.435773 1'-0 7'-944 8'-9% Pf 3.823 Pe Pv 201 298'-3 74.89 14 13 298'-3 28.612 32.435 Sprinkler, PO(7'-944) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Mu Viler tea; Actual Inside Diameter 487 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / ® M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:40PM Page 4 Hy,:•raulic Analysis Pipe Type Diameter Flow Downstream Elevation Upstream Job Number: 1201613 Report Description: Ordinary Group 1 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 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 BaN BFP BV C Mfg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Bali 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 k,,C) M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:40PM Page 5 H &aulic Graph Job Number: 1201613 Report Description: Ordinary Group I Water Supply at Node 1 4 M Pressure, psi 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Static Pressure 69.000 392.83 @ 50.357 642.83 with hose streams ystem demand curve 100.00 @ 20.000 IT dil111111 111 IL 1 1 1 1 1 1 1 1 1 1 1 1 IJJ 1 1 IJ 1 1 1 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 1 1 1 1 1 1 1 1 1 111111111 V gm 1200 1800 2400 3000 3600 4200 4800 5400 6000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stab= Premium 69.000 Residual: Pressure 20.000 © 3100.00 Available Prraum at Time of Test 66.332 © 642.83 System Demand 50.357 @ 392.83 System Demand (Indudnp Hose Allowance st Source.) 50.357 @ 642.83 as„© M.E.P.CAD, Inc. AutoSPRINK® VR11 v11.0.39.0 11/22/2016 3:59:38PM Page 2 EXISTING 8" CITY MAIN --- IN S. 144 TH STREET PARTIAL SITE PLAN SCALE: 1/8" =1 "-0 8 8 6" FIRE SERVICE FORM CITY MAIN, BY OTHERS 6" p P I V, BY OTHERS SFSC TO START INSIDE THE BUILDING ATA ( A' 1 FLANGE LEFT BY OTHERS. 6" X 2.5" 3 WAY WALL MOUNTED F D C, N FOR PRIMARY STANDPIPE. - 4" X 2.5" 2 WAY WALL MOUNTED F D C, FOR SECONDARY STANDPIPE. 14 RESIDENT I 'iil _41 ER 1 El 1a 1 ! SECONDARY 4" 41 DRY STANDPIP N 2 1/2" FIRE HOSE fl VALVE, WITH 1` r- - r . LOCKING KNOX'�•., 11&Q I i N iti 1'1 CAPS, PER TFD I.2 1 i I I I 1'2:- STAIR 1 1 ' STANDARDS ��I 1 ll / 11 g'� 1 II 1,11111111 ' �} li i11 4" WET STANDPIPE, 1 I'� l l l i l o,! -- i ' i+o OP A BOILER / FIRE . PRINKLER o 0212 4 GP' 'n v 2'-4 � I 2'-2 /761 co 12 1'/ �¢'fz_ 11'-4% in 42 6" WSP SUPPLY PIPING TO BE HEAT TRACED & _= INSULATED TO PREVENT. FREEZING. HEAT TRACE BE MONITORED. 43) WET STANDPIPE 3 - 2 1/2" FIRE HOSE VALVES. 750.0 gpm SYSTEM DEMAND @ FDC 143.3 psi. IDENT SB -2 SEISMIC ZONE Simpson D!A37S Concrete Rncikx Corraete Anchor- r % - _ ' �'> . - ' ,r i \t, ,f\ / -- 111 \-' ' / r - % 1 11 yi f R1 TREE>d-` I I Rod 4.7 I 1 I li R.mdedb II a 11 r" 1 HANGER DETAILS 1Y 1 ABOVE 1111d 21/2 FIRE HOSE, VALVE 1 �ft. 1" UP & DN SUPPLY FOR ELEV. CONTROL VALVE, WITH TAMPER. INSTALL 1" TEES WITH PLUGS FOR DRAINS AT EACH SIDE OF VALVE ELEV. ACH. RM. • ti kl - 1m I �i-mow u� ,.�� i , 1 ir,„ ELEV. . I 1111 �. g 14 r. r / E 11 \\ AND 0 ti ' 1 a- ,6 I SP & 4"DSP ,.' SUPPLY DOWN TO LEVEL P 1 1 1% - 1IA ,-- O TRACTION TYPE ELEVATOR. NAS ELEVATOR PIT. 1%a 9'-8Y2 B) n 0 FIRE .C=OMMAND r CENTER o 4 TRASH ROOM 12-4 - 23'-8% coati 9'=11% 1' STORAGE N c if) DRUM DRIP 1" Supply Cj 3.0 *94 co P " KING 49. 11,4 (c) 7.3 PARKING GARAGE NOTES PARKING AREA - NFPA 13, 2010 EDITION, /ORDINARY GP. 1 DRY SYSTEM SPRINKLER SPACING MAXIMUM 20 x 20 MAXIMUM 10'-O 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'-O 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 "DYNA-FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI / ASTM A-795 "DYNA-THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA #13. " 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. 1" DOVVII TO DRUM DRIP DRAIN. ( D 110 VOLT, SINGLE PHASE, RISER MOUNTED AIR COMPRESSOR. MOD. #0L33550AC POWER SUPPLY FROM DEDICATED 20 AMP BREAKER. COMPRESSOR SIZED FOR LARGEST SYSTEM, TO RESTORE AIR PRESSURE WITHIN 30 MIN. 4" SUPPLY TO 6" PRIMARY WET STANDPIPE SUPPLING THE BUILDING SPRINKLER SYSTEMS ON ALL LEVELS 4" FIRELOCK NXT, SERIES 4" SUPPLY TO P 1 768, DPV-1 DRY PIPE \\\ GARAGE SYSTEM VALVES, WITH DRAINS, HI/LOW PRESSURE \� SWITCHES. 4" GVD BUTTERFLY VALVE W/TAMPER 6" DIP FROM_ CITY CONNECTION. SFSC TO START INSIDE THE BUILDING AT A FLANGE LEFT BY OTHERS. 4" WILKINS 350ADABGVIC DDCVA VALVE. P 1 SOUTH LEVEL 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 392.8 gpm @ 50.4 psi. 1%/4"T STANDPIPE 1' FIRE HOSE ALVE. =9 / / 34.31 ti IR `l •il // I 2" x 1" Reducing coupling. typical g. co 2" x 1'-0" Pipe or equivalent capacity drum drip 1" Piug or nippie and cap LEVEL P 1 PLAN SCALE: 1/8" = 1"-Q ALL GARAGE PIPING TO BE DYNA- FLOW MAINS, AND DYNA-THD LINES.. GARAGE AREA , MAXIMUM SPRINKLER HEAD SPACING ESLO HEADS 400 SQ. FT. STD SSU 130 SQ. FT. SLOPE ALL GARAGE PIPE TO DRAIN. SLOPE LINES 1/2" - 10' - 0". SLOPE MAINS 114" - 10' - 0". 1` ELECTRICAL ROOM P 1 WEST LEVEL 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 385.1 gpm @ 53.9 psi. Revisions 1" DOWN TO INSPECTORS. TEST VALVE. (8.3 Sprinkler Information REV'D 10/7/16 PER LEHNER ENGINEERING Symbol Sprinklers Type Degree Qty REV LETTER 10/5/16 0 Vic V2703 K-5.6 SR UPRIGHT 155 98 REV'D 11/23/16 PER TFD REVIEW Vic V3425 ECOH K14.0 SR UPRIGHT 155 25 TOTAL THIS SHEET: 123 E) Standard Symbols 1>l< - Post Indicator Valve i>„Ti - Key Operated Valve - Public Hydrant - Fire Dept. Connection - Check Valve / New Underground 4" GVD BUTTERFLY VALVE W/ TAMPER, WATERFLOW INDICATOR, 2" MAIN DRAIN, PRESSURE /RELIEF VALVE, AND PRESSURE GAGE - SUPPORT RISER MANIFOLD W/ 2" PIPE STANDS TYP OF 2 RISER DETAIL NO SCALE DRY SYSTEM CAPACITY LEVEL P 1 30.3 GALLONS. WATER FLOW INFORMATION Hydrant Test Location : North Side of South 144 th Street, Across from 4021 S. 144 th St.. Test Date 1119107. STATIC: 90.0 psi, RESIDUAL: 20.0 psi, FLOW: 2,990 gpm. Information Provided by TFD. Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer Sprinkler Head Symbols - 0- - Upright On 1/2" Outlet _o_ - Pendant On 1" Drop Bel. Ceiling - 0-- Upright On 3/4" outlet -0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet :,'•:,1',1 Tiro ...Star .fit,\.!c - to, €emoi as t£ inspection ��rFinal�L Gni 1.w + ... � !..<"'..`'Jr The Inspections 1. 2. 3. cm -6 2016 WASHINGTON STATE CF.RTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Sprinkler Corporation SUREFSC856DD Sitnature Date SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. LEVEL P 1 FLOOR PLAN 5. Job No. 201613 TUKWILA VILLAGE BLDG D Date 09/16/16 Engr. P France Scale 1/8" = 1-0 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS ,, 2" DRAIN & TEST CONNECTION: PPE -DOWN ALONG STANDPIPE TO 1ST FLOOR. 4" GROOVED '\ BUTTERFLY VALVE \ W/. TAMPER \ ` 4" GROOVED OUTLET \ OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY '` RISER 4" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 4" READY RISER MANIFOLD, WI .DRAIN, FLOW SWITCH, AND 7 PRESSURE GAGE 4" GROOVED ELBOW MEZZANINE LEVEL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE 12 1 71. I 11 ESIDE wee • 4" WET STANDPIPE ISOLVION VALVE \ / SUPPLY DOWN TO XD 11 4" SUPPLY DOWN TO LEVEL 1 Pia 1 4" WET STANDPIPE,: SECTIONAL FLOOR CONTROLS, AND 2 1/2" FIRE HOSE VALVE (fig. 48) Pipe Clamp for SWay Bracing (Fig. 880) Universal Swivel Sway Brace Attachment COMMON & OFFICE AREA NOTES COMMON & OFFICE AREA - NFPA 13/ORDINARY GP. 1 WET SYSTEM SPRINKLER SPACING ESLO SSP, MAXIMUM 16 x 16 MAXIMUM 8'-O" FROM WALLS, MINIMUM 12' - 0" BETWEEN HEADS. Earthquake bracing to be standard per N.F.P.A_ #13. Lateral bracing 40'-O maximum spacing, 6'-0 maximum from end of piping Longitudinal bracing 80'-0 max_ spacing, 40'-O 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 "DYNA-FLOW" sprinkler piping with grooved couplings & fittings. Branchline piping 2" & smaller to be ANSI /ASTM A-795 "DYNA-THREAD" sprinkler piping with threaded ends & cast iron fittings. All grooved couplings on low pressure piping to be "Victaulic" #005 Zero -Flex couplings except where required by NFPA#13. " WET & DRY STANDPIPE NOTES t 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 & 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 0-6" RODS AND THEREFORE COUNTAS SEISMIC BRACES. Bolt TZ (CS) (Flo. 980) Universal Swivel Sway Brace Pkitachment -I Pipe. Schedule 40 Brace Identification Number LB -1 (to be shown on plan) Simpson DIA 37S Concrete Anchor Raundwf Rod HANGER DETAILS HANGERS TO BE PROPERLY SPACED ON MAINS, AND LINES, PER NFPS # 13 SPACING REQUIREMENTS. SECONDARY 4 DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX \\ RESIDENT / • OFFICE / of CQNF N SPACE SPACE \ LOBBY. OFFICE . CAPS, PER TFD STANDARDS 6TH /14 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE 4" SUPPLY UP TO IVIEZZ LEVEL S8,4 s ::.:///r -r-1-1. //1------/-7/1-1: / , --1 1" / /1 \\;>!' l_t ',o, 747- - :11 -401-F; Fii/Cr_i:.1/11_ LT - 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE & ISOLATION VALVE titAINING LEVEL MEZZANINE PLAN ALL COMMON & OFFICE PIPING TO BE DYNA- FLOW MAINS, AND DYNA-THD LINES. MAXIMUM SPRINKLER HEAD SPACING ESLO HEADS 256 SQ. FT. MAXIMUM 8' - 0" OFF ANY WALL. STD SSU 130 SQ. FT. 125" SUPPLY DOWN TO LEVEL 1 -4/ :77; .2:0;'-; - 514 At. /1 MEZZANINE LEVEL OFFICE REMOTE AREA, ESLO HEADS MAX SPACING 256 SQ. FT. STD SSU 130 sq. ft. MAX SPACING. SYSTEM DEMAND @ B 0 R 376.8 gpm © 54.8 psi. CEILING TRANSITION JOINT, AT SAME CEILING HEIGHT. 1.5" SUPPLY DOWN TO LEVEL 1 OFFICES. k 11 \ TRAINING -1,17/ 4" WET STANDPIPE / VALVE / SsT206R:77 DBL. ,171EIGHT II LEVEL 1 PLAN ALL COMMON & OFFICE PIPING TO BE DYNA- FLOW MAINS, AND DYNA-THD LINES. MAXIMUM SPRINKLER HEAD SPACING ESLO HEADS 256 SQ. FT. MAXIMUM 8' - 0" OFF ANY WALL. STD SSU 130 SQ. FT. 1.25" SUPPLY UP TO MEZZ. LEVEL DBL. HEIGHT \ SPACE OPEN \ OFFICE S24 9' - 6" - AFF //UNDERSIDE/ CONCRET 1.5" S6PPLY UP TO MEZZ. LEVEL :1t1 nix1-7---E7--icE---C-(_,;-J1:il 1 1/0 WASHINGTON STATE CERTIFICATE CP COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-8292-0 Level 3 Surefire Sprir ler Corporation SUREF C8 DD Date Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REV'D 10/7/16 PER LEHNER ENGINEERING Symbol REV LETTER 10/5/16 REV'D 11/23/16 PER TFD REVIEW Sprinklers Vie V2704 K-5.6 Vic V2708 K-5.6 Vic V3425 ECOH K14.0 Vic 2710 K-5.6 Type UPRIGHT PENDENT PENDENT SIDEWALL Degree 155 155 155 155 Qty 3 74 63 11 TOTAL THIS SHEET: 151 - Post Indicator Valve >I< - Key Operated Valve - Public Hydrant 0„0 - Fire Dept. Connection - Check Valve New Underground 11 - Alarm Check Valve - Thrust Block _0_ - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet - 0- - Upright And Pendant On Drop - SideWall On 1/2" Outlet - Sidewall On 1" Outlet 2. 3. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. LEVEL 1 & MEZZ FLOOR PLAN 5. Job No. 201613 TUKWILA VILLAGE BLDG D pate Engr. Scale 09/16/16 P France 14400 TUKINILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 m SECONDARY 4" Ij DRY STANDPIPE `I 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 58 1" DRAIN & TEST CONNECTION_ PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2" GROOVED \ BUTTERFLY VALVE \\ WI TAMPER \\ 2" GROOVED OUTLET \ OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 1.25" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 1.25" POTTER RD 13 RESIDENTIAL ;RISER, =DRAIN, FLOW SWITCH, •' AND PRESSURE GAGE 59> TYPICAL SECTION FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE 2" GROOVED ELBOW 1 BED -C2 302 1 301 / / / 1 1 I H 1--1 !Iu iiLL / I ; 11111 {I I II� JI r / 0 / 1 1 ✓ / r / �1 / 111(1 %/ s i( ff 311 /1BED-C1 304 4" WET STANDPI.PEI SECTIONAL FLOORiH CONTROLS, AND i I 2.1/2" FIRE HOSE. I II VALVE I. %E III - 1 11 11 it 111 CI 1 E� Ifo i• i1�1'11111 `•\ ray 1 1• I:�I ' C1— H�1 ! I !I 11 it it kr Itis- ! 1,11 l I 1 0 303 1 II 1 l ni r- I it u / 1 'i. —h 1 le,i111—/ J1 eg ' 1 BED -C1 306 E 1 iI 100114 11 111 iI 11 I l{ !� J I I I I It; [1 111 / LAUNI DR m i I ii f 1 1 • 41;-7 2BED-E2 308 // /!f //r ....- Ski/ -\ //r 1 1' ,�/--� J /I/ rI/'l `` STORY / 1,1 ///// ///// 4/ 1 / / CRAFT ROOM / INTERNET CAFE W110 1 0 LEVEL 3 PLAN _�<1 1/ 1/ /// // 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 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 140 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 WET & DRY STANDPIPE NOTES t 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. SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD - STANDARDS // / ;1 :1 // // Ii II �_II 11 1! I l 11 7 �� 11 • / P`,,-,:-----_ /!'__-_�` I -11 ,n11—Z- �\ 11 1 ^ h1 1/ A 1 11"?.- L_ 11 ;''9 /1_ /s' /7/17 \v/r i/ • l/ 11 --/1 'r=;Q �,, // e- — - -1 tip_ 111 I,- <1---:----,-_-:-_-__ - it i 1< C / 1/11 \ 1-...-_ar`,1//I 4. 1 / /� \ate T1 „'' 2BED-E2.1 miff' 314 /1/ 4" WET STANDPIPE, SECTIONAL FLOOR CONTROLS, AND 2 1/2" FIRE HOSE VALVE 1 BED -C2 202 / 1,1111111 1114111,11,1, „1, 11;11111;1111,; EE11i1 411 1I Ir_' {4 1q .1 11 11 i / ill;; ll 1,' 1111'1 711,,,,. 11 11,1 111 „11, 11111111/141 4441 1441;;1 If '1 41 , --:1„ - 11 11 • !i II u II I 2BED-D1_wd_s ! 201 iii Ili it 11 • II irs 11 11 11 1 1 11 11 bit IF 1-11 I 1 II 11 A 11 I II 11 0 11 1 1E111111 1 111 It 15 It If FITNESS ROOM I ill ill ELEC. 111 4 if TRASH IL 111 1177r-- 1 • 2BED-E2 208 Hanger No_ 19W Offset Pipe Hanger AFCON# 24 or TOLCO *511 Pipe Strap Wes. 5cr•rd#10x I' 1/11 11 rill 11/ / 210 212 CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" AFCON# 24 or TOLCO *511 Pipe Strap Wes. 5cr•rd#10x I' 1/11 11 rill 11/ / 210 212 CPVC HANGER SUPPORT SPACING SIZE SPACING 3/4" 5'-6 1" 6t0 3 10'-0 C;--141RI DOR 11 If - sly 11. 41/ 214 47 HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 21-0 0'-6 0'-6 / // /11.11 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE // 444- 40 111111 , 1 NU 11, lit ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 311 //7 LEVEL 3 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM Revisions REV'D 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinkler Information Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 1 , 4" WET STANDPIPE 2 1/2" FIRE HOSE / VALVE In - I '117 1 1 LEVEL 2 PLAN 209 -- it ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL Qty 314 4 TOTAL THIS SHEET: 318 Standard Symbols - Post Indicator Valve ›Ti - Key Operated Valve _4 - Public Hydrant (\}21 — Fire Dept. Connection - Check Valve New Underground 17/ Standard Symbols f" -LJ - Alarm Check Valve - Thrust Block - Backflow Preventer 11 11 rd 2BED-E2s Sprinkler Head Symbols -0-- Upright On 1/2" Outlet _0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - UprightAnd Pendant On Drop - SideWall On 1/2" Outlet -V- - Sidewall On 1" Outlet 2BED-E2 /7 Led 11 ------'r l_1.;_'"()_ce:::!7;;/::fl'61jit'/jP;/:://9,:::;/'::::if"I/;;;::Y Inspections 2. 3. • WASHINGTON STATE.: CERTIFICATE OF COMPUTENCY FERE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri ier Corporation lyse Jamey. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 Date 101 pares 12/31/16 4. LEVEL 2 & 3 FLOOR PLAN 5. Job No. Date 201613 09/16/16 TUKWILA VILLAGE BLDG D Engr. P France Scale 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 CPVC I4ANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI C;--141RI DOR 11 If - sly 11. 41/ 214 47 HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 21-0 0'-6 0'-6 / // /11.11 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE // 444- 40 111111 , 1 NU 11, lit ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 311 //7 LEVEL 3 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM Revisions REV'D 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinkler Information Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 1 , 4" WET STANDPIPE 2 1/2" FIRE HOSE / VALVE In - I '117 1 1 LEVEL 2 PLAN 209 -- it ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL Qty 314 4 TOTAL THIS SHEET: 318 Standard Symbols - Post Indicator Valve ›Ti - Key Operated Valve _4 - Public Hydrant (\}21 — Fire Dept. Connection - Check Valve New Underground 17/ Standard Symbols f" -LJ - Alarm Check Valve - Thrust Block - Backflow Preventer 11 11 rd 2BED-E2s Sprinkler Head Symbols -0-- Upright On 1/2" Outlet _0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - UprightAnd Pendant On Drop - SideWall On 1/2" Outlet -V- - Sidewall On 1" Outlet 2BED-E2 /7 Led 11 ------'r l_1.;_'"()_ce:::!7;;/::fl'61jit'/jP;/:://9,:::;/'::::if"I/;;;::Y Inspections 2. 3. • WASHINGTON STATE.: CERTIFICATE OF COMPUTENCY FERE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri ier Corporation lyse Jamey. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 Date 101 pares 12/31/16 4. LEVEL 2 & 3 FLOOR PLAN 5. Job No. Date 201613 09/16/16 TUKWILA VILLAGE BLDG D Engr. P France Scale 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 CPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI C;--141RI DOR 11 If - sly 11. 41/ 214 47 HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE 21-0 0'-6 0'-6 / // /11.11 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE // 444- 40 111111 , 1 NU 11, lit ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 311 //7 LEVEL 3 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM Revisions REV'D 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinkler Information Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 1 , 4" WET STANDPIPE 2 1/2" FIRE HOSE / VALVE In - I '117 1 1 LEVEL 2 PLAN 209 -- it ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL Qty 314 4 TOTAL THIS SHEET: 318 Standard Symbols - Post Indicator Valve ›Ti - Key Operated Valve _4 - Public Hydrant (\}21 — Fire Dept. Connection - Check Valve New Underground 17/ Standard Symbols f" -LJ - Alarm Check Valve - Thrust Block - Backflow Preventer 11 11 rd 2BED-E2s Sprinkler Head Symbols -0-- Upright On 1/2" Outlet _0- - Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet -0- - UprightAnd Pendant On Drop - SideWall On 1/2" Outlet -V- - Sidewall On 1" Outlet 2BED-E2 /7 Led 11 ------'r l_1.;_'"()_ce:::!7;;/::fl'61jit'/jP;/:://9,:::;/'::::if"I/;;;::Y Inspections 2. 3. • WASHINGTON STATE.: CERTIFICATE OF COMPUTENCY FERE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri ier Corporation lyse Jamey. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 Date 101 pares 12/31/16 4. LEVEL 2 & 3 FLOOR PLAN 5. Job No. Date 201613 09/16/16 TUKWILA VILLAGE BLDG D Engr. P France Scale 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 11/4" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2" GROOVED \ BUTTERFLY VALVE \, W/ TAMPER '\ \ 2" GROOVED OUTLET OFF 4" COMBINATION `+ STANDPIPE SPRINKLER SUPPLY 20\ TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE RISER 2" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 2" POTTER RD 13 RESIDENTIAL /RISER, W/ DRAIN, FLOW SWITCH, V AND PRESSURE GAGE 2" GROOVED ELBOW 11 BED-C2_w 502 II II Il 11 it l II --, •11 I I 11 1, r- 11 11!1 r- „,, I 1 ill i, -,I 71,1f) 1 14 111h=-1 11 1 11 I 1ti' — 11 (f ------11 .1;1 1 1111 11 i1 If I1 1 , 1 1111 Li 1 Ii 1144 SECONDARY 4" DRY STANDPIPE -, 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX CAPS, PER TFD STANDARDS 1'1 11 In ji 1--- Il it 11 1 2BED-D1_wd_w 501 II I 01 r-- — 1 1GoteCt 1 / 11 1 1 1 1 1 1 ! 1 1111 �` 1 11111 0 / 1 / r'! 11" i 1/! err / II / Ii/ / 1BED-C1 504 4" WET STANDPIPE, SECTIONAL FLOOR t CONTROLS, AND 2 1/2" FIRE HOSE 11 VALVE 111 1 li 1 '\ /11 X. 12 111 ' 11 0 i 11 11= II I I Ii 1„I / 0 o.� r, 1 O I`If LJr I 1 11 0 506 11 111 11 1111 JAI' iJ/ I 1 Ili 1 F 1111 1 11 1111-1,r/1 ir+l�'-- F;1 1_ L 1 1 TRASH 1 L. 111 1 I" /-J ) - ifr� 1 2BED-E2 508 /1 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 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 140 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 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. ij ''t' III //� 17/ _; 1BED-A1 510 fll• r`-6 %1BED At r7- SECONDARY 4" DRY STANDPIPE 2 1/2" FIRE HOSE VALVE, WITH LOCKING KNOX _ CAPS, PER TFD STANDARDS 4" WET STANDPIPE, SECTIONAL FLOOR CONTROLS, AND 2 1/2" FIRE HOSE VALVE LEVEL 5 EAST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM DEMAND B R 56.9 GPM @ 56.0 PSI 12 MEDIA ROOM 1 BED -C2 402 II I' 11 1 1 11 UI r- 1! 1 1 —6 0 ,I lir,� 141 1,41,1;1 I`-11 1 717 1 iii u nt 1 I 1 I! 11,1- 1 I r !!rk ik10 I' l l ! 1 I .- 111 I 1 0 11 i 11 11 I PI ?BED-Di_w II 401 L. it:41 OH 1,1 1 11 11 1 1 LI 1 0/ 404 111 0 11 1 11 1. 11 1 11 0 0 13 ii, rr 11 If 2BED-F_Lwd J34/ 403 /97 111 O fit 11 rt 406 I 11 d 111 • 111 H. ilk 1111 I 11 1111 ii 11 I 11 11 1 1 911 11 ii i 11 I- - - -I: - 71 -1; /111/7 1 Pat AFCON # 24 or TOLCO #511 Pipe Strap / / CPVC HANGER SUPPORT SPACING SIZE 3/4" 1 114 SPACING 2 3 '1/ 410 COMMUNITY ROOM -7-111 [FT: 1/ .1/ /3,1(7417; • HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE BED-E2.1_wd 414 1 0'-6 0'-6 4" WET STANDPIPE IL 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE 11.7 509 LEVEL 5 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 //I/ 511 2BED-E2 513 1 LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM DEMAND @ B 0 R 56.7 GPM @ 56.1 PSI nil LEVEL 4 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 411 2BED-E L_ 413 / tz 2BED-E2// 415 11 417 d WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri er Corporation SUREF Date Expares Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REVD 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 Qty 312 7 TOTAL THIS SHEET: 319 ›1‹ - Post Indicator Valve - Key Operated Valve - - Public Hydrant - Fire Dept. Connection - Check Valve New Underground 44 - Alarm Check Valve - Thrust Block - Backflow Preventer -0-- Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -0- - Upright And Pendant On Drop 2. 3. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. 5. Job No. 201613 LEVEL 4 & 5 FLOOR PLAN TUKWILA VILLAGE BLDG D pate 09/16/16 Engr. P France Scale 1/8" = 1-0 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREATER THAN 100 PSI '1/ 410 COMMUNITY ROOM -7-111 [FT: 1/ .1/ /3,1(7417; • HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE BED-E2.1_wd 414 1 0'-6 0'-6 4" WET STANDPIPE IL 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE 11.7 509 LEVEL 5 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 //I/ 511 2BED-E2 513 1 LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM DEMAND @ B 0 R 56.7 GPM @ 56.1 PSI nil LEVEL 4 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 411 2BED-E L_ 413 / tz 2BED-E2// 415 11 417 d WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri er Corporation SUREF Date Expares Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REVD 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 Qty 312 7 TOTAL THIS SHEET: 319 ›1‹ - Post Indicator Valve - Key Operated Valve - - Public Hydrant - Fire Dept. Connection - Check Valve New Underground 44 - Alarm Check Valve - Thrust Block - Backflow Preventer -0-- Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -0- - Upright And Pendant On Drop 2. 3. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. 5. Job No. 201613 LEVEL 4 & 5 FLOOR PLAN TUKWILA VILLAGE BLDG D pate 09/16/16 Engr. P France Scale 1/8" = 1-0 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 OPVC HANGER SUPPORT SPACING TO END LINE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSI '1/ 410 COMMUNITY ROOM -7-111 [FT: 1/ .1/ /3,1(7417; • HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONT OF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE BED-E2.1_wd 414 1 0'-6 0'-6 4" WET STANDPIPE IL 4" WET STANDPIPE 2 1/2" FIRE HOSE VALVE 11.7 509 LEVEL 5 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 //I/ 511 2BED-E2 513 1 LEVEL 5 WEST RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD SPACING 140 SQ. FT SYSTEM DEMAND @ B 0 R 56.7 GPM @ 56.1 PSI nil LEVEL 4 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 140 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 2BED-E2 411 2BED-E L_ 413 / tz 2BED-E2// 415 11 417 d WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spri er Corporation SUREF Date Expares Revisions Sprinkler Information Standard Symbols Standard Symbols Sprinkler Head Symbols Inspections REVD 10/7/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11/23/16 PER TFD REVIEW Symbol 0 0 Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Type PENDENT PENDENT Degree 155 200 Qty 312 7 TOTAL THIS SHEET: 319 ›1‹ - Post Indicator Valve - Key Operated Valve - - Public Hydrant - Fire Dept. Connection - Check Valve New Underground 44 - Alarm Check Valve - Thrust Block - Backflow Preventer -0-- Upright On 1/2" Outlet - Pendant On 1" Drop Bel. Ceiling - Upright On 3/4" outlet -0- - Upright And Pendant On Drop 2. 3. SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. 5. Job No. 201613 LEVEL 4 & 5 FLOOR PLAN TUKWILA VILLAGE BLDG D pate 09/16/16 Engr. P France Scale 1/8" = 1-0 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188 11/4" DRAIN & TEST CONNECTION. PIPE DOWN ALONG STANDPIPE TO 1ST FLOOR. 2.5" GROOVED BUTTERFLY VALVE W/ TAMPER \ 2.5" GROOVED OUTLET OFF 4" COMBINATION STANDPIPE SPRINKLER SUPPLY RISER 21/2 (sir 1 2.5" SUPPLY PIPE TO FLOOR SPRINKLER SYSTEM 2.5" POTTER 1 CPC RD 13 RESIDENTIAL IAL 0 RISER, WI DRAIN, FLOW SWITCH, "AND PRESSURE GAGE ;FA 2.5" GROOVED ELBOW TYPICAL SECTIONAL FLOOR CONTROL DETAIL. STAIR # 1 NOT TO SCALE 11 11 It lif' {If 'r 1 1 11 i 1 ' l 1 11 711 I 1 1 1 1 1 1 C.4-11 11 i 1-- 1 1 111111 11 1 1 1 111111 11 1;:(r.=t'-5 II i i ' I 111111 11 1 I11111111�1 II I i 1 I 1 1 l it111 11 H-;,-.,,1 11 ! 1 1 1 ! 1 111111 II l ii i I 1 1 i i"� Iw�l I I 1 1 4rz1 u:s-l1, 1 1 { ii II 11 SECONDARY 4" 11 DRY STANDPIPE 11 2 1/2" FIRE HOSE ii VALVE, WITH 11 LOCKING KNOX I - CAPS, PER TFD 1 11 I 1 Ii /3,-,. I L IV I I 111 4U I! 1 1111 II I 111rriTi1fr I / Illli111 I T 1111111111-7, 11111 1111 , 111111114,7±,-,," uy 1i11111ID 11 11.1 1 11 Il 11 TT I N. II I STANDARDS ��i�� 1i 11 i1 1, 41. /1/ 1'Ir 1 . _-J '1-i l 4" WET STANDPIPE,; i\ WITt-121/2" FIRE 1, HOSE VALVE, 1 SECTIONAL FLOOR 1 CONTROLS, AND 2 1/2" GVD l BUTTERFLY 1 VALVE,W/TAMPER4� �1 -EXTEND 2.5" PIPE/// 1� 1BED-C THROUGH ROOF ;/ TO A2 1/2" FIRE / it HOSE VALVE, Oi / ; et, THE ROOF. /// III II 1 ii 11 1111 it 11 1 II 11 1 11 1ii 111 11 1 11 ;11 11 11 it it .i.i 11 1111 iti 11- id it1 1 f1 11 iN 'I lit 1 1 1 e ”lgio 1 1 1�l s, 1 1. 1 It11 \1 11 a. 1 d ;'I Int 11 1 ° 1111 I 1 606 111 - '1 1. - I 11 1 111 II 11 1 Ll ,1 1 1.riml I a,ll ;t� ' ' 1 ' It JI V II 11 />!-_- 11 / \ Ii iii r I L 11 i1 1 ° ;:O. 1\\ 0j I�'1 ,i'',,,,,"-. 'n , ,1 1 1 11 1 F� n r i } I //III LAUNDRY r -__r j I /%11 ...,1------II-c---- 1/ 111 \ �1 it 1 11111 ,______TRASH { ,7 ///,/ .1 1,1/l l rill \ i1// L/ 0 `..111 / I° j{ /// 1 `-' RESTRM. f / L / 1 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 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 130 sq. ft. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0:BETUVEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13 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. WSP IN STAIR 1, INSTALL 4" BUTTERFLY VALVE W/TAMPER SWITCH, JUST ABOVE OUTLET FOR THE SECTIONAL FLOOR CONTROLS. EXTEND 4" STANDPIING UP TO ROOF, AND INSTALL 2 1/2' FHV ON ROOF 7. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES.. 8. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. Hanger No. 19W Offset Pipe. Hanger re -N 11 1� r li / / i - / . \ LWaal , Jost W o.a. / , / / / i1 I AFCON 3 24 or TOLCO 5511 Pipe Strap FTT Lame 5cm"31G. f• px it / ! / / .I Vineat nit 111 2BED -E -608 i 11/ /i/ If/ /1/ ///it 11 1 11 r CPVC HANGER SUPPORT SPACING 1 SIZE SPACING 3/4" 5'-6 1" 6'-0 1 114 1 1/2 T-0 2 E'-0 212 9'-0 3 10'-0 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREAT tK THAN 100 PSI 314" 4'-0 3-0 1" 1 1/4 1 12 6'-0 7-0 7'-0 CPVC HANGER SUPPORT SPACING TO END UNE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSt 3/4" 0-9" itrr�.. 1/ N. 1" In`. c I 11 9 N \ I .I 1 ., i 11 11 11 it it .i.i 11 1111 iti 11- id it1 1 f1 11 iN 'I lit 1 1 1 e ”lgio 1 1 1�l s, 1 1. 1 It11 \1 11 a. 1 d ;'I Int 11 1 ° 1111 I 1 606 111 - '1 1. - I 11 1 111 II 11 1 Ll ,1 1 1.riml I a,ll ;t� ' ' 1 ' It JI V II 11 />!-_- 11 / \ Ii iii r I L 11 i1 1 ° ;:O. 1\\ 0j I�'1 ,i'',,,,,"-. 'n , ,1 1 1 11 1 F� n r i } I //III LAUNDRY r -__r j I /%11 ...,1------II-c---- 1/ 111 \ �1 it 1 11111 ,______TRASH { ,7 ///,/ .1 1,1/l l rill \ i1// L/ 0 `..111 / I° j{ /// 1 `-' RESTRM. f / L / 1 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 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 130 sq. ft. MAXIMUM 8' - 0" OFF ANY WALL MINIMUM 8-0:BETUVEEN SPRINKLERS SPRINKLERS MUST BE SPACED TO CEILING OBSTRUCTIONS TO PREVENT BLOCKAGE PER NFPA 13 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. WSP IN STAIR 1, INSTALL 4" BUTTERFLY VALVE W/TAMPER SWITCH, JUST ABOVE OUTLET FOR THE SECTIONAL FLOOR CONTROLS. EXTEND 4" STANDPIING UP TO ROOF, AND INSTALL 2 1/2' FHV ON ROOF 7. PIPING TO BE RUN TIGHT TO DECK TO AVOID CONFLICTS WITH OTHER TRADES.. 8. ISOLATION VALVES WITH TAMPER SWITCHES TO BE PROVIDED AT EACH LEG OF THE STANDPIPE SYSTEM. ISOLATION VALVE TO BE LOCATED MAX 7' - 0" AFF. Hanger No. 19W Offset Pipe. Hanger re -N 11 1� r li / / i - / . \ LWaal , Jost W o.a. / , / / / i1 I AFCON 3 24 or TOLCO 5511 Pipe Strap FTT Lame 5cm"31G. f• px it / ! / / .I Vineat nit 111 2BED -E -608 i 11/ /i/ If/ /1/ ///it 11 1 11 r CPVC HANGER SUPPORT SPACING 1 SIZE SPACING 3/4" 5'-6 1" 6'-0 1 114 1 1/2 T-0 2 E'-0 212 9'-0 3 10'-0 CPVC HANGER SUPPORT SPACING TO IN LINE SPRINKLER DROP TEE SIZE LESS THAN 100 PSI GREAT tK THAN 100 PSI 314" 4'-0 3-0 1" 1 1/4 1 12 6'-0 7-0 7'-0 1 BED -A Tr- fit0-� `rV // 1BEDA rir_ _` / / // 612 1,1 SUNROOM Il ,/%/ r` 11 /IL / i1 1/ T 1/ 1 15;1,\\ f.1 \\'z, , 2 COR 1//r.rir // lf» / �7 `\ //� -7.1---_,;_. --,-:-..--:,- 111 i. 11 1/11 // 2BED-E_wd it u - 614 /; II 111 lit 11 t/ 11 rJ./'Y 11 \ l >. I 1 g 1 J \ A 117/1 ,l `� J/ ,�':._/ / iii \ /lQl 1'rT • HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONTOF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE O'-6 0'-6 Iffy -71 609 hi LEVEL 6 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 130 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 611 2BED-E ill 1111 t rte t. sit PARAPET HT. CPVC HANGER SUPPORT SPACING TO END UNE SPRINKLER DROP ELBOW SIZE LESS THAN 100 PSI GREATER THAN 100 PSt 3/4" 0-9" 0-6" 1" V-0 0-9" 1 1/4 1'-4 V-0 112 2'-0 1'-0 1 BED -A Tr- fit0-� `rV // 1BEDA rir_ _` / / // 612 1,1 SUNROOM Il ,/%/ r` 11 /IL / i1 1/ T 1/ 1 15;1,\\ f.1 \\'z, , 2 COR 1//r.rir // lf» / �7 `\ //� -7.1---_,;_. --,-:-..--:,- 111 i. 11 1/11 // 2BED-E_wd it u - 614 /; II 111 lit 11 t/ 11 rJ./'Y 11 \ l >. I 1 g 1 J \ A 117/1 ,l `� J/ ,�':._/ / iii \ /lQl 1'rT • HANGER DETAILS MINIMUM DISTANCE OF SPRINKLERS TO HEAT SOURCES FRONTOF FIREPLACE SIDE OF FIREPLACE KITCHEN STOVE CEILING MOUNTED DIFFUSER HOT WATER HEATER FURNACE LIGHT FIXTURE O'-6 0'-6 Iffy -71 609 hi LEVEL 6 PLAN ALL PIPE & FITTINGS TO BE CPVC MAXIMUM SPRINKLER SPACING 130 sq. ft MAXIMUM SPRINKLER SPACING 8' - 0" OFF ANY WALL 611 2BED-E ill 1111 t rte t. sit PARAPET HT. 2.5" STANDPIPE, SUPPY TO FHV ON ROOF. 1 11 11 i 11 11 III iu 111 II 11 11 11 11 11 .1 11 I ROOF SHI 2.5" ISOLATION VALVE I " 341.29 1 \''''',. I 1 i F-1 i 1 11 111 11 ivii ' (el TYPICAL FLC -0" ABOVE AND BELOW , ll 11 11 11i 11 4" STANDPIPE i ISOLATION III 1 TYP ALL LANDINGS fl 1,1111 AI li ,1 t u 1 E Mil t - // Ill 1 \ 1 I .r_i • 1 1 v. 111 PARKING ELECTRICAL 1 4-- I 1- I Ili GARAGE - ROOM LEVEL 6 RESIDENTIAL REMOTE AREA. .10/ 4 MOST DEMANDING HEADS. MAX HEAD /SPACING 130 SQ. FT SYSTEM DEMAND @ B / 0 R 55.7 GPM @ 56.9 PSI 2BED-E rr Revisions REVD 105/16 PER LEHNER ENGINEERING REV LETTER 10/5/16 REVD 11123/16 PER TFD REVIEW 617 Symbol 0 4 Sprinkler Information Sprinklers Vic 2740 K-4.9 Vic 2708 K-5.6 Vic 2710 K-5.6 Type PENDENT PENDENT SIDEWALL Degree 155 200 155 Qty 133 2 2 TOTAL THIS SHEET: 137 Standard Symbols - Post Indicator Valve >r<1 - Key Operated Valve - Public Hydrant 0,0 - Fire Dept. Connection - Check Valve / New Underground Standard Symbols - Alarm Check Valve - Thrust Block - Backflow Preventer BUILDING SECTION Sprinkler Head Symbols - 0-- Upright On 1/2" Outlet _o_- Pendant On 1" Drop Bel. Ceiling -0-- Upright On 3/4" outlet - 0- - Upright And Pendant On Drop XL - SideWall On 1/2" Outlet - - Sidewall On 1" Outlet Inspections 2. 3. OOF CONSTRUCTION: ROOFING SYSTEM ED INSULATION THING BATT INSULATION, FILL ENTIRE NT CHANNEL. , 5/8" TYPE "X" GYPSUM BOARD. VE CEILING IS NAS PER NFPA #13 TYPICAL FLOOR CONSTRUCTION L 3 - 6: 1" GYPCREET. .25" ACOUSTICAL MAT. 75" PLYWOOD SHEATHING. 1.1 - 7/8" WOOD I - JOIST CONSTRUCTION. 3.5" ACOUSTIC BATT INSULATION. .5" RESILENT CHANNEL. (2) - LAYER, 5/8" TYPE "X" GYPSUM BOARD. AREAABOVE CEILING IS NAS PER NFPA#13 8.15.1.2.6 OR CONSTRUCTION LEVE 2L NSION CONCRETE DECK B CEILINGS 1' - 3" BELOW ECK CEILING IS CONSIDERED A STIBLE VOID NAS PER NFPA #13 TYPICAL FLOOR CONSTRUCTION MEZZ LEVEL 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 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Phil France 0061-0292-C Level 3 Surefire Spr" ler Corporation SURE naCear Date SureFire Sprinkler Corp. P 0 Box 719 Ravensdale, WA. 98051 4. LEVEL 6 FLOOR PLAN 5. Job No. pate Engr. 201613 09/16116 TUKWILA VILLAGE BLDG P France Scale 1/8" = 1-0 14400 TUKWILA INTERNATIONAL BLVD. TUKWILA, WA. 98188