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HomeMy WebLinkAboutPP - 16901 SOUTHCENTER PKWY - SOUTHCENTER RETAIL BLDG - PERMITS AND PLANS16901 SOUTHCENTER PKWY 92-F-298 02-F-180 08-F-455 08-F-532 92-S-250 99-S-020 00-S-427 02-5-162 ASSOCIATED PERMITS 02-5-197 08-S-471 888107 888128 888166 888257 900160 E-8112-030'230 � D Y S D8112 Communicator Standby Battery and Current Rating Chart AC Power On AC Power Off In Alarm Normal Current Minimum Current Maximum Current Accessory Quan- Each Total Each Total Each Total Model tity Unit System Unit System Unit System Used A B C D8112200 x Quan.. '2-00 200 x Quan. _-_! _ r 300x Quan. D125* 17 x Quan. _ (7 17 x Quan. = 115x Quan. D127 15 x Quan. = 15 x Quan. = 65 x Quan. = D128 50 x Quan. = 50 x Quan. = 170x Quan. = D129 25 x Quan. = 25 x Quan. = 50 x Quan. = D192 10 x Quan. = 10 x Quan. = 50 x Quan. = ESL 445CT .04 x Quan. = .04 x Quan. = 40 x Quan. = ESL 204A 40 x Quan. = 40 x Quan. = 40 x Quan. D360 __J__ 25 x Quan. = 2-5 25 x Quan. = 2.5 90 x Quan. = 9 tt D1252 85 x Quan. = 65 x Quan. • = 180 x Quan. = M801, 2, 3 0 x Quan. = 0 0 x Quan. = 0 60 x Quan. M806 0 x Quan. = 0 0 x Quan. = 0 100x Quan. = 'The current requirement for the ESL 425CT smoke detector is included with the D 125. Ratings of other devices in the system which are not shown above: hall a. Q x Quan. = 0 0 x Quan. = 0 .6x Quan. _ _ d.u.cf-dc+ecb, A, x Quan. = 130 x Quan. _ 1 3o I117x Quan. =j14.1.7 _ x Quan. = x Quan. = x Quan. _ x Quart. , = x Quan. = x Quan. _ Column AColumn B Column C Total = 3'72. Total = 3 72 Total = 16.2.1 Central Station (NFPA 71) Systems require 24 hours of standby battery capacity. Two batteries must be Installed in the D8112 system to meet the basic standby requirements for an NFPA 71 installation. To verify compliance with NFPA 71 you only need to add the current values listed in column B (AC Power Off) and confirm that this total does not exceed 450 mA. An alternate means of verifying compliance with standby battery requirements for NFPA 71 systems is to use the formula shown below to determine the ampere hour (A.H.) requirements of the system as related to the ampere hour capacity of the batteries. Note that the formula includes a 103/o contingency factor. This factor makes allowance for depletion of battery capacity with age. FORMULA FOR NFPA 71 AMPERE HOUR CALCULATION: .128' �8�{ ( 2- x 24)' + 100/o _ 6f, Column B Hours Contingency Total A.H. Total Factor Total A.H. requirements must not exceed A.H. capacity of batteries: Two 0126 Batteries* = 12 A.H. 16.2.2 NFPA 72A Local Systems require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. Two batteries must be installed in the D8112 system to meet the basic standby requirements for an NFPA 72A installation. You must use battery ampere hour (A.H.) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10°%o contingency factor which allows for depletion of battery capacity with age. FORMULA FOR NFPA 72A AMPERE HOUR CALCULATION ( 74.1 x 24 ) + ? x 1112) + 100%o _ Column B Hours Column C (5.min.) Contingency Total A.H. Total - �_. Total Factor Total A.H. requirements must not exceed A.H. capacity of the batteries: Two D126 Batteries = 12 A.H. Ni1drauh1c m Job Number: KS0539 Report Description: Ordinary Group II Job Job Number KS0539 JobMatName tress Depot Address 1 16901 Southcentner Pkwy Address 2 City Tukwila Design Engineer Adam Kanter i State Certification/License Number WESTESF136QF AHJ CITY OF TUKWILA Job Site Southcentner Mall Suite # 468 State li Zip Code Wa 98188 Drawing Name FP -1 calcs.cad ys�1 Remote A Most Demanding Sprinkler Data 5.6 K -Factor 26.00 at 21.556 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Additional Hose Supplies Node Density 0.20gpm/ft2 Flow(gpm) Number Of Sprinklers Calculated 16 Area of Application 1500.00ft2 (Actual 1550.87ft2) Coverage Per Sprinkler 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Right: 52.908 Total Hose Streams 250.00 System Flow Demand 422.61 Total Water Required (Including Hose Allowance) 672.61 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocby Above Ground 10.65 between nodes 272 and 214 Maximum Velocity Under Ground 4.69 between nodes 1 and 4 Volume capacity of Wet Pipes 660.30gal Volume capacity of Dry Pipes SI Node Hose Flow (gpm) Static (psi) 250.00 1 130.000 Residual Flow Available @ Total Demand (psi) (gpm) (psi) (gpm) 20.000 I 5495.00 127.742 1 672.61 Required (psi) Safety Margin (psi) 52.713 75.029 Con cto Contractor Number KS0539 Contractor Name Western States Fire Protection Address 1 7102 180th Ave Ne, Suite A-105 Address 2 City Redmond State Zip Code WA 98052 Contact Name Adam Kantner Phone 425.881.0100 FAX 485.736.9032 E-mail I. Web-Site Contact Title Project Manager Extension �M © M.E.P.CAD, Inc. r AutoSPRINKO VR5 v5.2.6 09/17/2008 2:25:08PM Page 2 Summa it l0 I Devices Job Number: KS0539 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 116 27.27 Sprinkler 115 Sprinkler 113 Sprinkler 114 Sprinkler 111 Sprinkler 109 Sprinkler 104 c Sprinkler 101 Sprinkler 103 Sprinkler 107 Sprinkler 112 27.15 27.01 27.12 26.34 26.21 26.12 26.00 26.00 26.00 26.00 5.6 23.718 5.6 23.502 5.6 23.272 5.6 23.458 26.00 26.11 26.38 26.00 26.00 26.00 26.00 26.00 26.00 26.00 5.6 22.118 5.6 21.899 5.6 21.749 5.6 21.556 5.6 21.738 5.6 21.827 Sprinkler 110 26.24 26.00 Sprinkler 106 26.15 26.00 Sprinkler 102 26.03 26.00 Sprinkler Sprinkler 105 26.14 26.00 5.6 22.190 5.6 21.961 5.61 21.801 5.6 21.603 5.6 21.783 108 26.19 c> Most Demanding Sprinkler Data 26.00 5.6 21.865 s © M.E.P.CAD, Inc. " AutoSPRINKO VR5 v5.2.6 09/17/2008 2:25:10PM Page 3 Node Analysis Job Number: KS0539 Report Description: Ordinary Group II Node Elevation(Foot) ! Fittings Pressure(psi) Discharge(gpm) 9 12-6 PO(10-0) 37.208 21 12-6+ P0(10-0) 31.560 49 _ 12-6 P0(10-0) 37.220 59 12-6 12-6 PO(5-0), PO(10-0) 31.514 85 P0(10-0) _ 37.260 98 12-6 1 PO(5-0), PO(10-0) 12-6 P0(10-0) 31.364 128 37.356 150 13-9 1 P0(5-0) 30.052 151 13-9 1 P0(5-0) P0(5-0) 29.777 152 13-9 29.720 147 13-9 PO(5-0) PO(5-0), PO(10-0) 29.721 141 12-6 31.005 171 12-6 P0(10-0) 37.562 28.009 194 13-9 ' P0(5-0) 174 13-9 P0(5-0) 27.729 175 176 13-9 j 13-9 P0(5-0) P0(5-0) 27.537 27.511 177 13-9 P0(5-0) 27.523 192 13-9 P0(5-0) 27.636 184 12-6 PO(5-0), PO(10-0) 30.764 214 12-6 P0(10-0) 37.953 237 13-9 P0(5-0) 28.101 217 13-9 P0(5-0) 27.809 218 13-9 _ P015-0) 27.603 219 13-9 P0(5-0) 27.572 220 13-9 P0(5-0) 27.581 221 13-9 P0(5-0) 27.685 227 12-6 PO(5-0), PO(10-0) 30.699 4 1-0'% ALV(35-2'/z) 44.982 268 8-9'% 41.295 272 12-6 2T(20-0) 39.530 116 12-0 Spr(-23.718) 23.718 27.27 115 12-0 Spr(-23.502) 23.502 27.15 113 12-0 Spr(-23.272) 23.272 27.01 114 12-0 Spr(-23.458) Spry 22.118) 23.458 27.12 111 12-0 12-0 22.118 26.34 109 Spr(-21.899) 21.899 26.21 104 12-0 Spr(-21.749) 21.749 26.12 _ 101 103 _ 12-0 Spr(-21.556 21.556 26.00 12-0 Spr(-21.738) 21.738 26.11 107 12-0 Spr(1.827) 21.827 26.16 112 12-0 Spr(-22.190) 22.190 26.38 110 12-0 Spr(-21.961) 21.961 26.24 106 12-0 12-0 Spr(-21.8011 21.801 26.15 102 Spr(-21.603) 21.603 26.03 105 108 12-0 12-0 Spr -21.7832 21.783 26.14 Spr(-21.865) S 21.865 26.19 1 -3-0 52.713 422.61 © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.2.6 09/17/2008 2:25:11 PM Page 4 Job Number: KS0539 Report Description: Ordinary Group I Jpe Type Diameter Flow Discharge Velocity K -Factor HWC Friction Loss ' Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Pt Pn Fittings imp Route 1 DR 1.049 0=26.00 9.65 C=120 0.211435 23-9 Pf 6.713 101 12-0 q=26.00 K=5.6 21.556 _ Spr(-21.556) 8-0 Pe -0.759 176 13-9 27.511 E(2-0), EE(1-0), PO(5-0) 31-9 Pv BL 2.067 0=16.20 1.55 C=120 0.003239 8-3 Pf 0.027 176 13-9 27.511 Pe 175 13-9 27.537 8-3 Pv BL 2.067 0=42.31 4.05 C=120 0.019140 10-0 Pf 0.191 175 13-9 27.537 Pe 174 13-9 27.729 10-0 Pv BL 2.067 0=68.52 6.55 C=120 0.046688 6-0 Pf 0.280 174 13-9 27.729 Pe 194 13-9 28.009 6-0 Pv BL 2.067 0=94.86 9.07 C=120 0.085216 90-9 Pf 9.012 194 13-9 28.009 15-0 Pe 0.542 171 12-6 37.562 E(5-0), P0(10-0) 105-9 Pv CM 4.026 0=326.07 8.22 C=120 0.032549 12-0 Pf 0.391 171 12-6 37.562 Pe 214 12-6 37.953 12-0 Pv CM 4.026 0=422.61 10.65 C=120 0.052591 10-0 Pf 1.577 214 12-6 37.953 20-0 Pe 272 12-6 39.530 T(20-0) 30-0 Pv FR 6.065 0=422.61 4.69 C=120 0.007149 8-31/2 Pf 0.159 272 12-6 39.530 14-0 Pe 1.606 268 8-9% 41.295 E(14-0) 22-3% Pv FR 6.357 0=422.61 4.27 C=120 0.005686 7-9% Pf 0.316 268 8-9'% 41.295 47-9Y Pe 3.371 4 1-0% 44.982 f(-0.000), BV(12-7), ALV(35-21/2) 55-6Y Pv UG 6.065 Q=422.61 4.69 C=120 0.007149 110-1Y Pf 5.988 4 1-0% 44.982 28-0 Pe 1.743 1 -3-0 52.713 2E(14-0), BFP(-5.000), S 138-1'4 Pv Route 2 DR 1.049 Q=26.03 9.66 C=120 0.211865 23-9 Pf 6.727 102 12-0 q=26.03 K=5.6 21.603 Spr(-21.603) 8-0 Pe -0.759 219 13-9 27.572 E(2-0), EE(1-0), PO(5-0) 31-9 Pv BL 2.067 0=17.77 1.70 C=120 0.003845 8-3 Pf 0.032 219 13-9 27.572 Pe 218 13-9 27.603 8-3 Pv BL 2.067 0=43.92 4.20 C=120 0.020504 10-0 Pf 0.205 218 13-9 27.603O Pe 217 13-9 27.809 10- Pv BL 2.067 0=70.16 6.71 C=120 0.048779 6-0 Pf 0.293 217 13-9 27.809 Pe 237 13-9 28.101 6-0 Pv BL 2.067 0=96.54 9.23 C=120 0.088038 90- Pf 9.310 237 13-9 28.101 15- Pe 0.542 214 12-6 37.953 E(5-0), P0(10-0) 105- Pv 0. Route 3 DR 1.049 0=26.11 9.69 C=120 0.213088 23-8% Pf 6.544 103 12-0 q=26.11 K=5.6 _ 21.738 _ Spr(-21.738) 7-0 Pe -0.759 177 13-9 27.523 E(2-0), P0(5-0) 30-8'/2 Pv BL 2.067 0=35.91 3.43 C=120 0.014130 8-0 Pf 0.113 177 13-9 27.523 Pe 192 13-9 27.636 8-0 Pv BL 2.067 0=62.08 5.94 C=120 0.038890 51-6 Pf 2.586 192 13-9 27.636 15-0 Pe 0.542 184 12-6 30.764 E(5-0), P0(10-0) 66-6 Pv CM 3.068 0=122.65 5.32 C=120 0.020032 12-0 Pf 0.240 184 12-6 30.764 Pe 141 12-6 31.005 12-0 Pv CM 3.068 0=152.39 6.61 C=120 0.029931 12-0 Pf 0.359 141 12-6 31.005 Pe 98 12-6 31.364 12-0 Pv CM _ 3.068 0=100.90 4.38 C=120 0.013958 10-9 Pf 0.150 98 12-6 31.364 1 Pe 59 12-6 31.514 10-91 Pv BL 2.067 Q=50.59 4.84 C=120 0.026634 184-3 Pf 5.706 59 12-6 31.514 P0(10-0) 30-0 Pe 49 12-6 37.220 2E(5-0), P0(10-0) 214-3 Pv CM _ 4.026 0=100.90 2.54 C=120 0.003716 10-9 Pf 0.040 49 12-6 37.220 I Pe 85 12-6 37.260 10-9' Pv k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/17/2008 2:25:13PM Page 5 Job Number: KS0539 Report Description: Ordinary Group 1 Pipe Type Downstream Upstream Diameter Flow Discharge Velocity HWC Friction Loss 1 Length 1 Pressure Eq. Length i Summary Total Length Elevation K -Factor Pt Pn Fittings 1 ; CM 4.026 Q=152.39 3.84 C=120 0.007968 12-Q Pf 0.096 � Pe 12-0, Pv 85 128 12-6 12-6 37.260 37.356 CM 4.026 0=231.21 5.83 C=120 0.017232 1 12-0 1 12-0' Pf 0.207 Pe Pv 128 171 12-6 12-6 37.356 37.562 Route 4 DR 104 175 1.049 0=26.12 9.70 C=120 0.213189 1 23-81/ Pf 6.547 7-Q Pe -0.759 30-8'% Pv 12-0 13-9 q=26.12 K=5.6 21.749 27.537 Spr(-21.749) E(2-0), PO(5-0) GO Route 5 DR 1.049 0=26.14 9.70 C=120 0.213496 23-8% Pf 6.556 7-01 Pe -0.759 30-8Y Pv 105 220 12-0 13-9 q=26.14 K=5.6 21.783 27.581 Spr(-21.783) E(2-0), PO(5-0) _ BL 220 221 2.067 0=34.39 3.29 C=120 0.013045 8-0, Pf 0.104 1 Pe 8-0 Pv 13-9 13-9 27.581 27.685 BL 2.067 0=60.58 5.79 C=120 0.037175 51-6Pf 2.472 15-q Pe 0.542 66-6 Pv 221 227 13-9 12-6 27.685 30.699 E(5-0), P0(10-0) CM 3.068 0=60.58 2.63 C=120 0.005432 12-0 Pf 0.065 Pe 12-0 Pv 227 184 12-6 12-6 30.699 30.764 oi Route 6 DR 1.049 0=26.15 9.71 C=120 0.213657 23-8% 7-0 30-8% Pf 6.561 Pe -0.759 Pv 106 218 12-0 13-9 q=26.15 K=5.6 21.801 27.603 Spr(-21.801) E(2-0), PO(5-0) Route 7 DR 1.049 0=26.16 9.71 C=120 0.213889 23-814 Pf 6.568 7-0 Pe -0.759 30-8% Pv 107 192 12-0 13-9 q=26.16 K=5.6 21.827 27.636 Spr(-21.827) E(2-0), PO(5-0) GRP Route 8 DR 1.049 0=26.19 9.72 C=120 0.214236 23-81/ 7- 30-8Y Pf 6.579 Pe -0.759 Pv 108 221 12-0 13-9 q=26.19 K=5.6 21.865 27.685 Spr(-21.865) E(2-0), PO(5-0) 0. Route 9 DR 1.049 Q=26.21 9.73 C=120 0.214546 23-8Y2 7-0 30-8% Pf 6.588 Pe -0.759 Pv 109 174 12-0 13-9 q=26.21 K=5.6 21.899 27.729 Spr(-21.899) E(2-0), PO(5-0) GIP Route 10 DR 1.049 0=26.24 9.74 C=120 0.215111 23-81/2 7-0 30-8% Pf 6.606 Pe -0.759 Pv 110 217 12-0 13-9 q=26.24 K=5.6 21.961 27.809 Spr(-21.961) E(2-0), PO(5-0) ea Route 11 DR 1.049 0=26.34 9.78 C=120 0.216531 23-8Y 7- 30-8Y Pf 6.649 Pe -0.759 Pv 111 194 12-0 13-9 q=26.34 K=5.6 22.118 28.009 Spr(-22.118) E(2-0), PO(5-0) es Route 12 DR 1.049 0=26.38 9.79 C=120 0.217184 23-8% 7-0 30-8% Pf 6.669 Pe -0.759 Pv 112 237 12-0 13-9 q=26.38 K=5.6 22.190 28.101 Spr(-22.190) E(2-0), PO(5-0) Q. Route 13 DR 1.049 Q=27.01 10.03 C=120 0.226958 23 8- 31- Pf 7.206 Pe -0.759 Pv 113 152 12-0 13-9 q=27.01 K=5.6 23.272 29.720 Spr(-23.272) E(2-0), EE(1-0), PO(5-0) BL 152 151 2.067 13-9 13-9 0=24.41 2.33 C=120 29.720 29.777 0.006915 8-3 8-3 Pf 0.057 Pe Pv BL 2.067 13-9 13-9 0=51.55 4.93 C=120 0.027582 10-0 Pf 0.276 Pe 10-0 Pv 151 150 29.777 30.052 BL 2.067 0=78.83 7.54 C=120 0.060505 96-9 Pf 6.761 15-0 Pe 0.542 111-9 Pv 150 128 13-9 12-6 30.052 37.356 E(5-0), PO(10-0) GED Route 14 DR 1.049 0=27.12 10.07 C=120 0.228637 23-8% 7-0 30-8% Pf 7.021 Pe -0.759 Pv 114 147 12-0 13-9 q=27.12 K=5.6 23.458 29.721 Spr(-23.458) E(2-0), PO(5-0) BL 2.067 Q=29.73 2.8.4 C=120 0.009.963 59-6 15-0 74-6 Pf 0.742 Pe 0.542 Pv 147 141 13-9 12-6 29.721 31.005 E(5-0), PO(10-0) Route 15 [ice ©M.E.P.CAD, Inc. gtjAutoSPRINKO VR5 v5.2.6 09/17/2008 2:25:13PM Page 6 '. 3 i Hydraulic Analysis Job Number: KS0539 Report Description: Ordinary Group II Pipe Downstream Upstream Type Diameter Flow Velocity HWC Friction Loss Length Pressure Eq. Length Summary Total Length Elevation Discharge K -Factor Pt Pn Fittings DR 1.049 0=27.15 10.08 115 12-0 q=27.15 K=5.6 151 13-9 C=120 0.229032 23-8% Pf 7.033 7-0, Pe -0.759 30-8% Pv 23.502 29.777 Spr(-23.502) E(2-0), PO(5-0) imp Route 16 DR 1.049 Q=27.27 10.12 116 12-0 q=27.27 K=5.6 150 13-9 C=120 0.230979 23-8'% Pf 7.093 7-0 Pe -0.759 30-8% Pv 23.718 30.052 Spr(-23.718) E(2-0), PO(5-0) Q Route 17 CM 59 21 3.068 Q=50.31 2.18 C=120 0.003852 12-0 12-0 Pf 0.046 Pe Pv 12-6 31.514 12-6 31.560 Z BL 21 9 2.067 0=50.31 4.81 C=120 0.026361 184-3 Pf 5.648 30-0 Pe 214-3 Pv 12-6 31.560 12-6 37.208 P0(10-0) 2E(5-0), P0(10-0) CM 4.026 0=50.31 1.27 C=120 0.001025 12-0 Pf 0.012 Pe 12-0 Pv 9 12-6 37.208 49 12-6 37.220 iio Route 18 BL 2.067 Q=8.26 0.79 C=120 0.000931 9-9 9-9 Pf 0.009 Pe Pv 219 13-9 27.572 220 13-9 27.581 Route 19 BL 2.067 0=9.80 0.94 C=120 0.001279 9-9 9-9 Pf 0.012 Pe Pv 176 13-9 27.511 177 13-9 27.523 o Route 20 BL 2.067 0=2.61 0.25 C=120 0.000111 9-9 9-9 Pf 0.001 Pe Pv 152 13-9 29.720 147 13-9 29.721 o Route 21 BL 2.067 0=51.49 4.92 C=120 0.027520 184-3 Pf 5.896 30-01 Pe 214-3I Pv 98 12-6 85 12-6 31.364 37.260 PO(10-0) 2E(5-0), P0(10-0) Equivatert'ipe ['ttgthf vags fittings (C,12 only} 0, Value Muiiipiier • Actual Inside Diameter ( 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 )4 ©M.E.P.CAD, Inc. 415 AutoSPRINKO VR5 v5.2.6 09/17/2008 2:25:13PM Page 7 Hydraulicy analysts Job Number: KS0539 Report Description: Ordinary Group II Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Pipe:Jpe Lege: Velocity HWC _ Friction Loss K -Factor Pt Pn Fittings Units Legend Length Pressure Eq. Length Summary Total Length Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 FDC fE fEE flg FN fT 9 GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22'Y2 Elbow Flow Device Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap LM ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/17/2008 2:25:13PM Page 8 Hydraulic t Job Number: KS0539 Report Description: Ordinary Group II Supply at Node 1 150 135 120 Static Pressure 130.000 105 90 .Ui a 75 (n fn 2 a` 60 45 1 672.61 22.61 with @ 52.713 hose streams 30 15 System J demand curve 5495.00 @ 20.000, 0-cO11111111111_ 01 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 ii 1 1 1 1 1 1 1 i i i i i i 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 b0 1100 1650 2200 2750 3300 3850 4400 4950 5500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 5495.00 @ 20.000 Available PressureTime of Test 127.742 @ 672.61 System Demand 422.61 @ 52.713 System Demand (Including Hose Allowance) 672.61 @ 52.713 L,©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 09/17/2008 2:25:18PM Page 10 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Mattress Depot 16901 Southcenter Py Permit No.: 08-S-471 Date: October 2, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. TUKWILA FIRE DEPARTMENT Please call: 575.4407_ a.nd give this job No. and exact address for shut, down or restoration approval; FIS E VMS WEST 1502 Pike St. NW #4 Auburn, WA 98001 i HYDRAULIC DESIGN INFORMATION SHEET NAME e1 L)L 5LT*. DATE Z/ZZ. LOCATION � `'t01 'f�L 1= T�►I(.a 7 . - TU K J LA., 6JA, BUILDING CONTRACTOR g 4.1, 1.11.11Gf CALCULATED BY G'- - ?Lt-I►d2 CONSTRUCTION: g[ COMBUSTIBLE ❑ NON-COMBUSTIBLE OCCUPANCY -IL. SYSTEM NO. E CONTRACT NO 64' DRAWING NO. k dF I CEILING HEIGHT 14 FT. ❑ NFPA 13: ❑ NFPA 231 U 1111NFPA LT. HAZ. ORD. HAZ. GP. ❑ 1 ❑ 2 ❑ 3 ❑ EX. HAZ, 231C: FIGURE ; CURVE Z 0 ❑ OTHER (Specify) w gr SPECIFIC RULING 1 �' �5.f V 1 MADE BY kit: -g:12, DATE L.0401 0 AREA OF SPRINKLER OPERATION L., cf)''DENSITY 1ef., SYSTEM TYPE X WET ❑1 DRY [] DELUGE ❑ PRE -ACTION AREA PER SPRINKLER 1.1V6•f`- t SPRINKLER OR NOZZLE HOSE ALLOWANCE GPM: INSIDE -'--^ MAKE NI MODEL ! ' 9 HOSE ALLOWANCE GPM: OUTSIDE SIZE_ K -FACTO _____aSS, RACK SPRINKLER ALLOWANCE """-' __(o TEMPERATURE RATING 212 ` • CALCULATION SUMMARY �y "�A GPM REQUIRED _ PSI REQUIRED 65z0•3 AT BASE OF RISER "C" FACTOR USED: OVERHEAD_ 1 Zeit UNDERGROUND 14•:=' IWATER SUPPLY YYAIER J..QW TEST PUMP DATA TANK OR RESERVO DATE & TIME RATED CAPACITY CAPACITY STATIC PSI 1 Z2- AT PSI ELEVATION RESIDUAL PSI -14 ELEVATI•• GPM FLOWING 4'''4;) WELL ELEVATION F' -+.F FLOW GPM LOCATION @'1A Iki (IJ ' '-G. 17" SOURCE OF INFORMATION \.\1.4? -13). COMMODITY STORAGE COMMODITY CLASS LOCATION STORAGE HEIGHT AREA AISLE STORAGE METHOD: SOLID PILED % PALLETIZED RACK °io o Y ❑ SINGLE ROW ❑ CONVENTIONAL PALLET ❑ DOUBLE ROW [] SLAVE PALLET MULTIPLE ROW / A ❑ : TOMATIC STORAGE SOLID SHELVING OPEN • ■ ENCAPSULATED NON - ENCAPSULATED U FLUE SPAC . s NCHES CLEARANCE FROM TOP OF STORAGE TO CEILING cc LONGITUDINA TRANSVERSE FT. IN. - ZONTAL BARRIERS PROVIDED / / JOB NAME LOCATION: HYDRAULIC CALCULATiONS -5- G . 1ZE,;1'A,a L 43L.'TJ , . JOB BY NUMBER 64936— p DATE SHEET ZZ $8 I4- OF NOZZLE IOENT & LOCATION FLOWPIPE IN GPM SIZEFITTINGS PIPE & DEVICES EQUIV. PIPE LEN FRICTION LOSS PSI/FOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES LGTH . Pt 2 ,1 Pt C l_ G-� Q 2C›,o3 to FIT r Pe Pv K17 40 TOTAL: .lam Pt t.I I Pn .14.4F1(.S94-I40.2) q2.47 1E/LOTH .' Pt I .10 Pt .0 20. 4,3 COM TEE . 0 40.90 ill FIT Pe Pv TOTAL 6,6. .4GI Pt 2.10 Pn BiZ .i,(G4 LGTH Pt 167. ‘90 Pt Q —. L 11.15 .2.14,2_,Q.____, q FIT Pe 40.9 s-- tO O4 TOTAL Pf Pn a (o. le LGTH Pt Pt FIT Pe Pv TOTAL Pf Pn LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn LGTH pt Pt 0 FIT Pe Pv TOTAL Pt Pn q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn q LGTH Pt Pt FIT Pe Pv TOTAL Pt Pn Q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn LGTH Pt Pt --- O w FIT Pe Pv TOTAL Pt Pn LGTH Pt Pt O FIT Pe Pv TOTAL Pt Pn q LGTH Pt Pt O FIT Pe Pv TOTAL Pt Pn q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn LOTH Pt Pt O FIT Pe Pv TOTAL Pt Pn q LGTH Pt Pt O FIT Pe Pv TOTAL Pt Pn LGTH Pt Pt O FIT Pe Pv TOTAL Pt Pn / SPRINKLER SYSTEH HYDRAULIC ANALYSIS Page 1 Date: 06-17-1987 SOUTHCTR JOB TITLE: SOUTHCENTER RETAIL BLDG WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 0 122.0 74.0 6420.0 116.9 1908.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOUANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION (FT) 1 0.0 2 0.0 3 0.0 4 13.0 5 13.0 6 13.0 7 13.0 8 13.0 9 33.0 10 13.0 11 13.0 12 13.0 13 13.0 14 13.0 15 13.0 16 13.0 17 14.0 18 14.0 19 14.0 20 14.0 21 14.9 22 14.0 23 24 14.0 25 1:.0 26 11-0 27 14.0 28 14.0 29 14.0 30 14.0 31 14.0 32 14.0 33 14.0 34 14.0 NODE TYPE K=10.04 K=10.04 K=10.04 X=10.04 K=10. 04 g=10.04 I(=10. 0:1 K=10.04 K=10.04 K=10.04 K=10.04 K=10.04 K=10.04 K=19.04 K=10.04 97.3 1908.8 GPM 750.0 GPM 0.0 GPM 1158.8 GPM PRESSURE DISCHARGE (PSI) (GPM) 96.7 87.7 86.3 79.0 73.4 72.6 71.0 69.9 69.4 69.3 25.1 24.8 23.8 22.5 21.9 21.7 25.6 24.2 23.7 20.3 18.6 17.3 16.8 16.6 16.6 16.9 18.0 20.3 18.7 17.4 16.9 16.7 16.7 16.8 50.8 49.4 48.9 45.2 43.3 41.7 41.1 40.9 40.9 41.2 42.6 45.3 43.4 41.8 41.2 41.1 41.1 41.2 / SPRII`IKLER SYSTEM HYDRAULIC ANALYSIS Pane 2 JOB TITLE: SOUTHCENTER RETAIL BLDG NODE ANALYSIS DATA (cont'd) NODE TAG ELEVATION (FT) NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) 35 14.0 K=10.04 17.4 41.8 36 14.0 K=10.04 20.2 45.2 37 14.0 K=10.04 18.6 43.3 38 14.0 K=10.04 17.3 41.7 39 14.0 K=10.04 16.8 41.1 40 14.0 K=10.04 16.6 40.9 41 14.0 K=10.04 16.6 40.9 42 14.0 K=10.04 16.7 41.1 43 14.0 K=10.04 17.2 41.7 0 0.0 SOURCE 97.3 1158.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA Page 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (10 (PSI) (GPM) F.L./FT (PSI) Pipe: 1 1158.8 8.270 PL 29.0 PF 0.6 0 0.0 SRCE 97.3 (N/A) 6.9 140 FL 51.9 PE 0.0 L 0.0 0.0 96.7 0.0 0.008 TL 80.9 PV 0.3 2 Pipe: 2 FIXED PRESSURE LOSS DEVICE 0.0 0.0 96.7 0.0 -9.0 psi. 1158.9 gpm 0.0 0.0 87.7 0.0 Pipe: 3 115e.8 8.270 PL 150.0 PF 1.4 2 0.0 0.0 87.7 0.0 6.9 140 FL 34.6 PE 0.0 3 0.0 0.0 86.3 0.0 0.008 TL 184.6 PV 0.3 t'ipe: 4 1158.8 (.357 P1. 13.0 PF 1.6 3 0.0 3.0 86.3 0.0 11.7 120 FL 30.8 PE 5.6 4 13.0 0.0 79.0 0.0 0.037 TL 43.8 PV 0.9 Pipe: .5 1158.8 5.295 FL 12.1 PF 5.6 4 13.0 0.0 79.0 0.0 16.9 120 FL 50.4 PE 0.0 5 13.0 0.0 73.4 0.0 0.089 TL 62.5 PV 1.9 Pipe: 6 996.1 5.295 PL 11.8 PF 0.8 13.0 0.0 73.4 0.0 14.5 120 FL 0.0 PE 0.0 .1 6 13.0 0.0 72.6 0.0 0.068 TL 11.8 PV 1.4 Pipe: 7 834.3 4.260 PL 11.8 PF 1.7 6 A .0 0.0 72.6 0.0 18.8 120 FL 0.0 PE 0.0 7 13.0 0.0 71.0 0.0 0.141 TL 11.8 PV 2.4 Pipe: 8 653.5 4.260 PL 11.8 PF 1.1 7 13.0 0.0 71.0 0.0 14.7 120 FL 0.0 PE 0.0 8 13.0 0.0 69.9 0.0 0.089 TL 11.8 PV 1.5 Pipe: 9 434.8 4.260 PL 11.8 PF 0.5 b 13.0 0.0 69.9 0.0 9.3 120 FL 0.0 PE 0.0 9 13.0 0.0 69.4 0.0 0 042 TL 11.8 PV 0.6 Pipe: 10 217.3 4.260 PL 11.8 PF 0.1 13.0 0.0 69.4 0.0 4.9 120 FL 0.0 PE 0.0 10 13.0 0.0 69.3 0.0 0.012 TL 11.8 PV 0.2 Pipe: 11 162.7 3.260 PL 11.8 PF 0.3 11 13.0 0.0 25.1 0.0 6.3 120 FL 0.0 PE 0.0 12 13.0 0.0 24.8 0.0 0.025 TL 11.8 PV 0.3 Pipe: 12 324.5 3.260 PL 11.8 PF 1.1 12 13.0 0.0 24.8 0.0 12.5 120 EL 0.0 PE 0.0 13 13.0 0.0 23.8 0.0 0 090 TL 11.8 PV 1.0 ?ipe: 13 356.2 3.260 PL 11.8 PF 1.3 13 13.0 0.0 2.8 0.0 13.7 120 FL 0.0 PE 0.0 14 13.0 0.0 22.5 0.0 0.107 TL 11.8 PV 1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA (cont'cl) Page 4 PieE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HU(C) (PP) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 238.0 3.260 PL 11.8 PF 0.6 14 13.0 0.0 22.5 0.0 9.1 120 FL 0.0 PE 0.0 15 13.0 0.0 21.9 0.0 0.051 TL 11.8 PV 0.6 Pipe: 15 118.6 3.260 PL 11.8 PF 0.2 15 13.0 0.0 21.9 0.0 4.6 120 FL 0.0 PE 0.0 16 ' 13.0 0.0 21.7 0.0 0.014 TL 11.8 PV 0.1 Pipe: 16 162.7 2,157 PL 183.0 PF 48.3 5 13.0 0.0 73.4 0.0 14.3 120 FL 74.0 PE 0.0 11 13.0 0.0 25.1 0.0 0.188 TL 257.0 PV 1.4 Pipe: 17 161.8 2.157 PL 183.0 PF 47.8 6 13.0 0.0 72.6 0.0 14.2 120 FL 74.0 PE 0.0 12 13.0 0.0 24.6 0.0 0.186 TL 257.0 PV 1.4 Pipe: 8 180.8 2,157 PL 147.6 PE 45.0 7 13.0 0.0 71,0 0.0 15.9 120 FL 49.4 PE 0.4 if;.0 10.0 25.6 50.8 0.223 TL 197.0 PV 1.7 130,0 2.157 PL '0.6 PF 1.3 17 14.0 10.0 25.6 50 8 11.ii 120 FL 0.0 PE 0.0 18 14.0 10.0 24,2 49.4 0.124 TL 10.6 PV 0.9 Pipe: 20 80.6 2.157 PL 10.6 PF 0.5 18 14.0 10.0 24.2 49.4 7.1 120 FL 0.0 PE 0.0 10 14.0 10.0 23,7 48.9 0.051 TL 10.6 PV 0.3 Pipe: 21 31.7 2.157 PL 14.3 PF 0.4 19 14.0 10.0 23.7 48.9 2.8 120 FL 24.6 PE 0,4 13 13,0 0.0 23.8 0.0 0.009 TL 38.9 PV 0.1 Pipe: 22 218.7 2.157 PL 102.0 PF 49.2 8 13.0 0.0 69.9 0.0 19.2 120 FL 49.4 PE 0.4 20 14.0 10.0 20.3 45.2 0.325 TL 151.4 PV 2.5 Pipe: 23 173.5 2.157 PL 8.1 PF 1.7 20 14.0 10.0 20.3 45.2 15.2 120 FL 0.0 PE 0.0 21 14.0 10.0 18.6 43.3 0.212 TL 8.1 PV 1.6 Pipe: 44 130.2 2.157 PL 10.6 PF 1.3 21 14.0 10.0 18.6 43.3 11.4 120 FL 0.0 PE 0.0 22 14.0 10.0 17,3 41.7 0.124 TL 10.6 PV 0.9 Pipe: 25 88.5 2.157 PL 8.3 PF 0.5 22 14.0 10.0 17.3 41.7 7.8 120 FL 0.0 PE 0.0 23 14.0 10.0 16.8 41.1 0.061 TL 8.3 PV 0.4 Pipe: 26 47.4 2.157 PL 8.0 PF 0.2 /3 14.0 10.0 16.8 41.1 4.2 120 FL 0.0 PE 0.0 /4 14J 10.0 16 6 4091,019 TT 8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA (cont'd) Page 5 PIPE TAG Q(GP11) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI.) Pipe: 27 6.5 2.157 PL 10.6 PF 0.0 ?4 14.0 10.0 16.6 40.9 0.6 120 FL 0.0 PE 0.0 25 14.0 10.0 16.6 40.9 0.000 TL 10.6 PV 0.0 Pipe: 28 -34.4 2.157 PL 13.1 PF 0.3 25 14.0 10.0 16.6 40.9 3.0 120 FL 12.4 PE 0.0 26 14.0 10.0 16.9 41,2 0.011 TL 25.5 PV 0.1. Pipe: 29 -75.6 2.157 PL 13.1 PF 1.2 26 14.0 10.0 16.9 41.2 6.6 120 FL 12.4 PE 0.0 27 14.0 10.0 18.0 42.6 0.046 TL 25.5 PV 0.3 Pipe: 30 -118.2 2.157 EL 14.3 PF 4.0 27 14.0 10.0 18.0 42.6 10.4 120 FL 24.6 PE 0.4 14 13.0 0.0 22.5 0.0 0.104 TL 38.9 PV 0.7 Pipe: -31 217.4 2.157 PL 102.0 PF 48.6 Q 13.0 0.0 69.4 0.0 19.1 120 FL 49.4 PE 0.4 28 14.0 10.0 20.3 45.3 0.321 TL 151.4 PV 2.5 Pipe: 32 172.2 2.157 PL 8.1 PF 1.7 28 14.0 10.0 20.3 45.3 15.1 120 FL 0.0 PE 0.0 29 14.0 10.0 18.7 43.4 0.209 TL 8.1 PV 1.5 Pipe: ,33 128.8 2.157 PL 10.6 PF 1.3 29 14.0 10.0 18.7 43.4 11.3 120 FL 0.0 PE 0.0 30 14.0 10.0 17.4 41.8 0.122 TL 10.6 PV 0.9 Pipe: 34 87.0 2.157 PL 8.3 PF 0.5 30 14.0 10.0 17.4 41.8 7.6 120 FL 0.0 PE 0.0 31 14.0 10.0 16.9 41.2 0.059 TL 8.3 PV 0.4 Pipe: 35 45.7 2.157 PL 8.0 PF 0.1 31 14.0 10.0 16.9 41.2 4.0 120 FL 0.0 PE 0.0 32 14.0 10.0 16.7 41.1 0.018 TL 8.0 PV 0.1 32 33 3 34 Pipe: 36 4.7 2.157 PL 10.6 PF 0.0 14.0 10.0 16.7 41.1 0.4 120 FL 0.0 PE 0.0 14.0 10.0 16.7 41.1 0.000 TL 10.6 PV 0.0 Pipe: 37 -36.4 2.157 PL 10.6 PF 0.1 14.0 10.0 16.7 41.1 3.2 120 FL 0.0 PE 0.0 14.0 10.0 16.8 41.2 0.012 TL 10.6 PV 0.1 Pipe: 38 -77.6 2.157 PL 10.6 PF 0.5 34 14.0 10.0 16.8 41.2 6.8 120 FL 0.0 PE 0.0 35 14.0 10.0 17.4 41.8 0.048 TL 10.6 PV 0.3 Pipe: 39 35 14.0 0 -119.4 2.157 PL 14.3 PF 4.1 17.4 41.8 10.5 120 FL 24.6 PE 0.4 21.9 n 0 1r4; TT. .9 / SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA (cont'd) PIPE TAG ()(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PPS) HU(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 40 217.3 2.157 PL 102.0 PF 48.6 10 13.0 0.0 69.3 0.0 19.1 120 FL 49.4 PE 0.4 36 14.0 10.0 20.2 45.2 0.321 TL 151.4 PV 2.5 Pipe: 41 172.2 2.157 PL 8.1 PF 1.7 36 14.0 10.0 20.2 45.2 15.1 120 FL 0.0 PE 0.0 37 - 14.0 10.0 18.6 43.3 0.209 TL 8.1 PV 1.5 Pipe: 42 128.9 2.157 PL 10.6 PF 1.3 37 14.0 10.0 18.6 43.3 11.3 120 FL 0.0 PE 0.0 38 14.0 10.0 17.3 41.7 0.122 TL 10.6 PV 0.9 Pipe: 43 87.2 2.157 PL 8.3 PF 0.5 38 14.0 10.0 17.3 41.7 7.7 120 FL 0.0 PE 0.0 39 14.0 10.0 16.8 41.1 0.059 TL 8.3 PV 0.4 Pipe: 44 46.1 2.157 PL 8.0 PF 0.1 39 14.0 10.0 16.8 41.1 4.0 120 FL 0.0 PE 0.0 40 14.0 10.0 16.6 40.9 0.018 TL 8.0 PV 0.1 Pipe: 45 5.1 2.157 PL 10.6 PF 0.0 40 14.0 10.0 16.6 40.9 0.5 120 FL 0.0 PE 0.0 41 14.0 10.0 16.6 40.9 0.000 TL 10.6 PV 0.0 Pipe: 46 -35.8 2.157 PL 10.6 PF 0.1 41 14.0 10.0 16.6 40.9 3.1 120 FL 0.0 PE 0.0 42 14.0 10.0 16.7 41.1 0.011 TL 10.6 PV 0.1 Pipe: 47 -76.9 2.157 PL 10.6 PF 0.5 42 14.0 10.0 16.7 41.1 6.8 120 FL 0.0 PE 0.0 43 14.0 10.0 17.2 41.7 0.047 TL 10.6 PV 0.3 Pipe: 48 -118.6 2.157 PL 14.3 PF 4.1 43 14.0 10.0 17.2 41.7 10.4 120 FL 24.6 PE 0.4 16 13.0 0.0 21.7 0.0 0.105 TL 38.9 PV 0.7 NOTES: (1) Calculations were perforned by the HASS 5.0 computer program (2) The system has been balanced to provide an average imbalance at each node of 0.047 gpm and a maximum imbalance at any node of 1.031 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: SOUTBCENTER RETAIL BLDG (3) Velocity pressures are printed for information only, and are not uscd.in balancing the system. Maximum water velocity in any pipe it 19.2 f isec. 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 JOB TITLE: SOUTHCENTER RETAIL BLDG WATER SUPPLY CURVE 180+ 165+ 1 150+ 135+ 1 *\ 120 P + \\\ R 1 0 \\\\ E 1 \\\ S 1 \\\ 105 S + \\\\ U 1 \\\ R 1 X \\\ E I \\\\ 90+ \\\ ( 1 \\\ P I \\\\ S 1 \\\ I 75+ ) ( \*<- 74 psi @ 6420 gpm Flow Test Point 60+ 45+ 30+ LEGEND •r I., I X = Required Water Supply VP 1 97.29 psi @ 1908.8 gpm " 15+ .. I 0 = Available Wa er Supply PP I 116.91 psi @ 1908.8 gpm 'i IV, 0++-+-__+----+ + + + + + + 1600 2400 3200 4000 4800 5600 6400 7200 8000 r'T nU rr.PM' FIRE SYSTEMS WEST 1502 Pike St, NW #4 Auburn, WA 93001 F9 .. (DRAEILIC DESIGN INFORMATION SHEET NAME `��l1-1-1-' 6iiTee- C. 5 (.3j61 . DATE c',0 01 iib LOCATION \ oak O1 fc�•a72 ?-"': Sll $\.. . - t3UI LDING CONTRACTOR g W H U CALCULATED BY Q- .d-• PLt..(tt9 CONSTRUCTION: g COMBUSTIBLE ❑ NON-COMBUSTIBLE OCCUPANCY 'e -STA -11__ SYSTEM NO CONTRACT NO. rl' 0 54 DRAWING NO k o� i CEILING HEIGHT 14 FT. SYSTEM DESIGN ❑ NFPA 13: ❑ LT. HAZ. ❑ NFPA 231 ❑ NFPA 231C: ❑ OTHER (Specify) • SPECIFIC RULING .I ;�. C,.,•BV.1/%4. 5t.RT MADE BY ORD. HAZ. GP. [] 1 ❑ 2 ❑ 3 ❑ EX. HAZ. FIGURE ' CURVE DATE AREA OF SPRINKLER OPERATION DENSITY AREA PER SPRINKLER HOSE ALLOWANCE GPM: INSIDE HOSE ALLOWANCE GPM: OUTSIDE 'ie„.G7 1 RACK SPRINKLER ALLOWANCE CALCULATION SUMMARY WATER SUPPLY COMMODITY STORAGE SYSTEM T YP;., Er WET ❑ DRY ❑ DELUGE J PRE -ACTION SPRINKLER OR NOZZLE MAKE te-/6 MODEL F.94cs, SIZE_ v..2, 0 K-FACTO5.401�� ,� _ TEMPERATURE RATING 212 %14r's` GPM REQUIRED ll' CJ.1 PSI REQUIRED 61.v.3 AT BASE OF RISER "C" FACTOR USED: OVERHEAD__ 1 Zv UNDERGROUND I4 WATER F.LQTEST DATE & TIME STATIC PSI , 2•� RESIDUAL PSI "14 GPM FLOWING 4 442. ELEVATION PUMP DTA A RATED CAPACITY AT PSI ELEVATI• LOCATION Y&$J fKW`( SOURCE OF INFORMATION ‘..1.4 �.�. 411. TANK OR REZ.EE` CAPACITY ELEVATION WELL F FLOW GPM COMMODITY CLASS LOCATION STORAGE HEIGHT AREA AISLE STORAGE METHOD: SOLID PILED % PALLETIZED RACK • SINGLE ROW 0 CONVENTIONAL PALLET O DOUBLE ROW 0 SLAVE PALLET O MULTIPLE ROW TOMATIC STORAGE ❑ ENCAPSULATED ❑ SOLID SHELVING 0 NON- E) OPEN ENCAPSULATED FLUE SPAC INCHES LONGITUDINA TRANSVERSE CLEARANCE FROM TOP OF STORAGE TO CEILING FT. IN. ZONTAL BARRIERS PROVIDED JOB NAME LOCATION: 5_ G . ZIi HYDRAULIC CALCULATIONS ,Si , j t.Z, , JOB BY NUMBER 60 174 DATE SHEET e--4Z/n'8 14- OF NOZZLE IDENT & LOCATION FLOW INS GPM PIPE FITTINGS & DEVICES EOUIV. PIPE LEN FRICTION LOSS PStIFOOT PRESSURE SUMMARY NORMAL PRESSURE NOTES Q LGTH tri Pt (Z .1 Pt G't..e.. O 20,03 u , T FIT : S -) TOTAL '2): �� Pe Pr K.- 40 PI 1.III Pn .164-111,3# 10.4-2) l� 2. 61 LGTH . Pt 13 . i G, Pt • 24'. 0'3 GMP M TEE Q -40.'10 n I 't" FIT Pe Pv TOTAL 6.5 . 4° Pf 2 .10 Pn Jti' c ,• LGTH Pt 1 �(.P..1 Pt `1 a ....,,,. 1- i U{ E Q ' O,cI c7 FIT Pe Pv _ 40 ll .-- t OA TOTAL Pf Pn s r f4,4. 4 LGTH Pt Pt __ _.._ FIT Pe Pv ._ TOTAL Pf Pn LGTH —~ Pt Pt O FIT Pe Pv TOTAL pt Pn LGTH Pt Pt O FIT pe A, TOTAL P1 Pn e LGTH Pt Pt 0 FIT Pe Pv TOTAL P1 Fn Q LGTH pt P1 O FIT PA pv TOTAL P1 Pn LOTH Pt Pt O FIT Pe Pv TOTAL Pf Pn G LGTH Pt pt O FIT Fe p" TOTAL Pf PA LGTH Pt Pt O FIT Pe Fv TOTAL Pf Pn Q LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn G LGTH P1 Pt FIT Pe Pv TOTAL Pt Pn G LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn V LGTH Pt Pt O FIT Pe Pv TOTAL Pf Pn 7 LGTH Pt Pt O_� FIT Pe Pv TOTAL Pf Pn SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 06-17-1987 SOUTHCTR JOB TITLE: SOUTHCENTER RETAIL BLDG WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 0 122.0 74.0 6420.0 116.9 3.908.8 97.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLCLJANCE AT SOURCE OTHER HOSE STREAM ALLOJAr'CES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA ;'.JODE TAG ELEVATION (FT) 1 0.0 2 0.0 3 0.0 4 13.0 5 13.0 6 13.0 7 13.0 8 13.0 9 13.0 10 13.0 11 13.0 12 13.0 13 13.0 14 13.0 15 13.0 16 13.0 17 14.0 18 14.0 19 14.0 20 14.0 21 14.0 22 14.0 23 14'.0- 24 14,0 25 14,0 26 14.0 27 14.0` 28 ;14.0 29 14.0; 30 14.O 31 14 32 1 33 34 NODE TYPE K=10.04 K=10.04 K=10.04 K=10.04 K=10.04 K=10.Q4 'K=10.04 K=10.04 K=10:04 K=10.04 K=10.04 K=10.04 K=10.04 K=10.04 K=10.04 ,1C=10:04 :00,0.04 K=10.04.. PRESSURE (PSI) 96.7 87.7 86.3 79.0 73.4 72.6 71.0 69.9 69.4 69.3 25.1 24.8 23.8 22.5 21.9 21.7 25.6 24.2 23.7 20.3 18.6 17.3 16.8 16.6 16.6 16.9 18.0 20.3 18.7 17.4 16.9 16.7 16.7 16.8 1908.8 GPM 750.0 GPM 0.0 GPM 1158.8 GPM DISCHARGE (GPM) 50.8 49.4 48.9 45.2 43.3 41.7 41.1 40.9 40.9 41.2 42.6 45.3 43.4 41.8 41.2 41.1 41.1 41.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 JOB TITLE: SOUTHCENTER RETAIL BLDG NODE ANALYSIS DATA (cont'cI) NODE TAG ELEVATION (FT) NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) 35 14.0 K=10.04 17.4 41.8 36 14.0 K=10.04 20.2 45.2 37 14.0 K=10.04 18.6 43.3 38 14.0 K=10.04 17.3 41.7 39 14.0 K=10.04 16.8 41.1 40 14.0 K=10.04 16.6 40.9 41 14.0 K=10.04 16.6 40.9 42 14.0 K=10.04 16.7 41.1 43 14.0 K=10.04 17.2 41.7 0 0.0 SOURCE 97.3 1158.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA Page 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 1 1158.8 8.270 PL 29.0 PF 0.6 0.0 SRCE 97.3 (N/A) 6.9 140 FL 51.9 PE 0.0 0.0 0.0 96.7 0.0 0.008 TL 80.9 PV 0.3 Pipe: 2 FIXED PRESSURE LOSS DEVICE 1 0.0 0.0 96.7 0.0 -9.0 psi. 1158.9 gpni 2 0.0 0.0 87.7 0. 0 Pipe: 3 11.:8.3 8.270 PL 150.0 PF 1.4 2 0.0 0.0 87.7 0.3 6.9 140 FL 34.6 PE 0.0 3 0.0 0.0 86.3 0.0 0.008 IL 184.6 PV 0. Pipe: 4 1158.8 6.357 P1: 13.0 PF 1.6 3 0.0 3.0 86.3 0.0 11.7 120 FL 30.3 PE 5.6 4 13.0 0.0 79.0 0.0 0.037 TL 43.8 PV 0.9 Pipe: •5 1158.8 5.295 PL 12.1 PF 5.6 4 13.0 0.0 79.0 0.0 16.9 120 FL 50.4 PE 0.0 5 13.0 0.0 73.4 0.0 0.089 TL 62.5 PV 1.9 Pipe: 6 996.1 5.295 PL 11.8 PF 0.8 5 13.0 0.0 73.4 0.0 14.5 120 FL 0.0 PE 0.0 6 13.0 0.0 72.6 0.0 0.068 TL 11.8 PV 1.4 Pipe: 17 834.3 4.260 PL 11.8 PF 1.7 6 X13.0 0.0 72.6 0.0 18.8 120 FL 0.0 PE 0.0 7 13.0 0.0 71.0 0.0 0.141 TL 11.8 PV 2.4 Pipe: 8 653.5 4.260 PL 11.8 PF 1.1 7 13.0 0.0 71.0 0.0 14.7 120 FL 0.0 PE 0.0 8 13.0 0.0 69.9 0.0 0.089 TL 11.8 PV 1.5 Pipe: 9 434.8 4.260 FL 11.8 PF 0.5 8 13.0 0.0 69.9 0.0 9.8 120 FL 0.0 PE 0.0 9 13.0 0.0 69.4 0.0 0.042 Ti 11.8 PV 0.6 Pipe: 10 9 13.0 10 13.0 Pipe: 217.3 4.260 PL 11.8 PF 0.1 0.0 69.4 0.0 4.9 120 FL 0.0 PE 0.0 0.0 69.3 0.0 0.012 TL 11.8 PV 0.2 162.7 3.260 PL 11.8 PF 0.3 11 13.0 0.0 25.1 0.0 6.3 120 FL 0.0 PE 0.0 12 13.0 0.0 24.8 0.0 0.025 TL 11.8 PV 0.3 Pipe: 12 324.5 3.260 PL 11.8 PF 1.1 12 13.0 0.0 24.8 0.0 12.5 120 FL 0.0 PE 0.0 13 13.0. 0.0; 23.8 0.0 0.090 TL 11.8 PV 1.0 Pipe: .13 13 13.0 0. 14 13.0 0 356.2 3.260 PL 11.8 PF 1.3 38' 0.0 13.7 120 FL 0.0 PE 0.0 .0 22.5 0.0 0.107 TL 14.k y "1.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIFE DATA (ccnt'd) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HU(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 238.0 3.260 PL 11.8 PF 0.6 14 13.0 0.0 22.5 0.0 9.1 120 FL 0.0 PE 0.0 15 13.0 0.0 21.9 0.0 0.051 TL 11.8 PV 0.6 Pipe: 15 118.6 3.260 PL 11.8 PF 0.2 15 13.0 0.0 21.9 0.0 4.6 120 FL 0.0 PE 0.0 16 ' 13.0 0.0 21.7 0.0 0.014 TL 11.8 PV 0.1 Pipe: 16 162.7 2.157 PL 183.0 PF 48.3 5 13.0 0.0 73.4 0.0 14.3 120 FL 74.0 PE 0.0 11 13.0 0.0 25.1 0.0 0.188 TL 257.0 PV 1.4 Pipe: 17 161.8 2.157 PL 183.0 PF 47.8 5 13.0 0.0 72.6 0.0 14.2 120 FL 74.0 PE 0.0 12 13.0 0.0 24.8 0.0 0.186 TL 257.0 P'' 1.4 Pipe: .18 180.8 2.157 PL 147.6 PF 45.0 7 13.0 0.0 7.,0 0.0 15.9 120 FL 49.4 PE 0.4 1 0 10.0 25.6 50.8 0.221 TL 197.0 PV 1.7 Page 4 Pip 1.8 . 19 130.0 2.15? FL 10.6 PF 1 . 3 14.0 10.0 25.6x:1 . `3 ii .4 120 1`L 0.0 PE 0.0 14.0 :10.0 24.2 49.:1 0.1.24 TL 10.6 PV 0.9 Pipe: '20 80.6 2.157 PL 10.6 PF 0.5 18 14.0 10.0 24.2 49.4 7.1 120 FL 0.0 PE 0.0 19 14.0 10.0 23.7 48.9 3.051 TL 10.6 PV 0.3 Pipe: 21 31.7 2.157 PL 14.3 PF 0.4 19 14.0 10.0 23.7 48.9 2.8 120 FL 24.6 PE 0.4 13 13.0 0.0 23.8 0.0 0.009 TL 38.9 PV 0.1 Pipe: 22 218.7 2.157 PL 102.0 PF 49.2 8 13.0 0.0 69.9 0.0 19.2 120 FL 49.4 PE 0.4 20 14.0 10.0 20.3 45.2 0.325 TL 151.4 PV 2.5 Pipe: 23 173.5 2.157 PL 8.1 PF 1.7 20 14.0:10.0 20.3 45.2 15.2 120 FL 0.0 PE 0.0 21 14.0,x`10.0 18.6 43.3 0.212 TL 8.1 PV 1.6 Pipe: 24 21 14.0 .10.0 22 14.0 10.0 Pipe: 25 22 14.0 10.0 23 14.0 10.0 130.2 2.157 PL 10.6 PF 1.3 18.6 43.3 11.4 120 FL 0.0 PE 0.0 17.3 41.7 0.124 TL 10.6 PV 0.9 17.3 '16.8 88.5 2.157 PL 8.3 PF 0.5 41.7 7.8 120 FL 0.0 PE 0.0 41.1 0.061 TL 8.3 PV 0.4 Pipe: 26, . 47.4 2.157 PL 23 114.0 10.0 16.8 41.1 4.2 120 FL 8.0 PF 0.2 0.0 PE 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA (cont'd) Page 5 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (X) (PSI) (GPM) F.L./FT (PSI) Pipe: 27 6.5 2.157 PL 10.6 PF 0.0 24 14.0 10.0 16.6 40.9 0.6 120 FL 0.0 PE 0.0 25 14.0 10.0 16.6 40.9 0.000 TL 10.6 PV 0.0 25 26 Pipe: 28 -34.4 2.157 PL 13.1 PF 0.3 14.0 10.0 16.6 40.9 3.0 120 FL 12.4 PE 0.0 14.0 10.0 16.9 41.2 0.011 TL 25.5 PV 0.1 Pipe: 29 -75.6 2.157 PL 13.1 PF 1.2 2.6 14.0 10.0 16.9 41.2 6.6 120 FL 12.4 PE 0.0 27 14.0 10.0 18.0 42.6 0.046 TL 25.5 PV 0.3 Pipe: 30 -118.2 2.157 PL 14.3 PF 4.0 i7 14.0 10.0 18.0 42.6 10.4 120 FL 24.6 PE 0.4 14 13.0 0.0 22.5 0.0 0.104 TL 38.9 PV 0.7 Pipe: 31 217.4 2.157 PL 102.0 PF 48.6 9 13.0 0.0 69.4 0.0 19.1 120 FL 49.4 PE 0.4 23 14.0 10.0 20.3 45.3 0.321 TL 151.4 PV 2.5 Pipe: 32 172.2 2.157 PL 8.1 PF 1.7 28 14.0 10.0 20.3 45.3 15.1 120 FL 0.0 PE 0.0 29 14.0 10.0 18.7 43.4 0.209 TL 8.1 PV 1.5 Pipe: 33 128.8 2.157 PL 10.6 PF 1.3 29 14.0 10.0 18.7 43.4 11.3 120 FL 0.0 PE 0.0 30 14.0 10.0 17.4 41.8 0.122 TL 10.6 PV 0.9 Pipe: 34 87.0 2.157 PL 8.3 PF 0.5 30 14.0 10.0 17.4 41.8 7.6 120 FL 0.0 PE 0.0 31 14.0 10.0 16.9 41.2 0.059 TL 8.3 PV 0.4 Pipe: 35 45.7 2.157 PL 8.0 PF 0.1 31 14.0 10.0 16.9 41.2 4.0 120 FL 0.0 PE 0.0 32 14.0 10.0 16.7 41.1 0.018 TL 8.0 PV 0.1 Pipe: 36 4.7 2.157 PL 10.6 PF 0.0 32 14.0 10.0 16.7 41.1 0.4 120 FL 0.0 PE 0.0 33 14.01 0.0 16.7' 16.7.k 41.1 0.000 TL 10.6 PV 0.0 1 Pipe: 371 33 14.0 34 14.0 -36.4 2.157 PL 10.6 PF 0.1 10.0 16.7 41.1 3.2 120 FL 0.0 PE 0.0 10.0 16.8 41.2 0.012 TL 10.6 PV 0.1 Pipe: 38 -77.6 2.157 PL 10.6 PF 0.5 34 14.0 10.0 16.8 41.2 6.8 120 FL 0.0 PE 0.0 35 14.0 10.0, 17,4 41.8 0.048 TL 10.6 PV 0.3 Pipe:. -, 35 -119.4 2.157 PL 14.3` PF 4.1 .1.8 10.5 120 FL 24.6 PE 0.4 i 5 , 13.0' 0.p 21.9 fl 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG PIPE DATA (cont'd) Page 6 PIPE TAG Q(GPI'I) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(F]S) HU(C) (FT) SUM. NODES (FT) (K) (PSI) (G11) F.L./FT (PSI) Pipe: 40 217.3 2.157 PL 102.0 FF 48.6 10 13.0 0.0 69.3 0.0 19.1 120 FL 49.4 PE 0.4 36 14.0 10.0 20.2 45.2 0.321 TL 151.4 PV 2.5 Pipe: 41 172.2 2.157 PL 8.1 PF 1.7 36 14.0 10.0 20.2 45.2 15.1 120 FL 0.0 PE 0.0 37 - 14.0 10.0 18.6 43.3 0.209 TL 8.1 PV 1.5 Pipe: 42 128.9 2.157 FL 10.6 PF 1.3 37 14.0 10.0 18.6 43.3 11..3 120 FL 0.0 PE 0.0 38 14.0 10.0 17.3 41.7 0.122 TL 10.6 PV 0.9 Pipe: 43 87.2 2.157 FL 8.3 PF 0.5 14.0 10.0 17.3 41.7 7.7 120 FL 0.0 PE 0.0 39 14.0 10.0 16.8 41.1 0.059 TL 8.3 PV 0.4 Pipe: 044 46.1 2.157 PL 8.0 PF 0.1 39 14.0 10.0 16.8 41.1 4.0 120 FL 0.0 PE 0.0 40 14.0 10.0 16.6 40.9 0.018 TL 8.0 PV 0.1 Pirie: 45 3.1 2.157 PL 10.6 PF 0.0 0 14.0 10.0 16.6 40.9 0.5 120 FL 0.0 FE 0.0 41 14.0 10.0 16.6 40.9 0.000 TL 10.6 PV 0.0 Pipe::46 -35.8 2.157 PL 10.6 PF 0.1 41 14.0 10.0 16.6 40.9 3.1 120 FL 0.0 PE 0.0 42 14.0 10.0 16.7 41.1 0.011. TL 10.6 PV 0.1 Pipe: 47 -76.9 2.157 P1. 10.6 PF 0.5 42 14.0 10.0 16.7 41.1 6.8 120 FL 0.0 PE 0.0 43 14.0 10.0 17.2 41.7 0.047 TL 10.6 PV 0.3 Pipe: 48 -118.6 2.157 PL 14.3 PF 4.1 43 14.0 10.0 17.2 41.7 10.4 120 FL 24.6 PE 0.4 16 13.0 0.0 21.7 0.0 0.105 TL 38.9 PV 0.7 NOTES: (1) Calculations were performed by the HASS 5.0computer program (2) The system has been balanced to provide an average imbalance at each node of 0.047 gpm and a maximum imbalance at:any node of 1.031.gpm. :z: SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 JOB TITLE: SOUTHCENTER RETAIL BLDG (3) Velocity pressures are printed for information only. and are not used. in balancing the system. Maximum water velocity in any pipe is 19.2 ft/sec. • . SPRINKLER SYSTEM HYDRAULIC ANALYSIS JOB TITLE: SOUTHCENTER RETAIL BLDG WATER SUPPLY CURVE 180+ 1 165+ E 105 S E X 90+ 1 I 75+ ) 1 1 60+ 1 45+ -T 30+ \\\ \\\ Page 8 \\\\ \\\ \\\ \\\\ \\\ \* <- 74 psi @ 6420 gpm Flow Test Point 1 X = RekuLridr Vater`Supply 1 97.29 peL' 191$:e 6'pm " 15+ 1 0 = A1411411)14: 1ater'Supply " 1 116.9ps4. 0 1908.8 bpm " " e. 0++-+--- • 1600. O. 3' + + + y •i 4800 5600 6400 7200 800. Fire Systems West 1502 Pike Street N.W., Suite 4 • Auburn, Washington 98001 WA. CL# FIRE SWI 14061 • PHONE 206-833-1248 TO 'rU KIS, I I_A *PIM Derr. 444 ,4N-PoY�P- ?4 g K e. WE ARE SENDING YOU Attached 0 Under separate cover via LIEU1TEE3 ©EP T312/aaS I1rkEL DATE VI ‘C./.1 9 tt DATE JO! ✓O3�O. DESCRIPTION ATTEN RE: .!/. Gr?.. — I&IL 134-1761 • 1 1UK';ILA FIRE DEPARTMENT Hease call: 57b-4407 this joh L.-11/4.: ,;;vve the following items: ,(Shop drawings 0 Prints 0 Plans 0 Samples 0 Specifications O Copy of letter 0 Change order 0 COPIES THESE DATE NO. DESCRIPTION 1ra ge\J ISD F I P—g . rgi1,ikL.E(L. Wy 14 . s . ...13 . AT'rizvN/A-I.._ or P? -14 64 . 1UK';ILA FIRE DEPARTMENT Hease call: 57b-4407 this joh L.-11/4.: ,;;vve }.d P_ xact address for shut= pproval: down or restoration approval:— THESE ARE TRANSMITTED as checked below: XFor approval 0 Approved as submitted 0 Resubmit copies for approval O For your use 0 Approved as noted 0 Submit copies for distribution O As requested 0 Returned for corrections Return 6 corrected prints O For review and comment 0 ❑ FOR BIDS DUE f ef' r'', 7;/� 19 0 PRINTS RETURNED AFTER LOAN TO US REMARKS T44 Is p a-�-� • . gip. J A. A. j crLl -- 6 ,le-jZ4Miol~i -T144 is J COPY TO SIGNED: 17/40\7 I ��rLU Nt If enclosures are not as noted, kindly notify us at once. 14 1 1 • m o 11 fa 0 0 • O I 1 u . i iIS Si Li as Oi is t-• i a ... la x • o • g to of • 0 14 • ., 2 • • z• e0 4s40 � IIII a B CO DI a •• i Si� 4 •0i1 woo a C '' iIS + m to x H wo • Mas h o m o ,., N .4 3V1122i9efliee000g1<ii • Without Comments O As Noted In Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted istandards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions t'o these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: (E: \c"lb? By: TUKWILA FIRE DEPARTMENT Please call: 575.4407, and give this job No. 1 and (act address for shut. awn or restoration approval. • J w 0 Y f • 10 4 Co'- � �' - q 19 '- • 11 • ,_ in tit eittsti#A.,A,A _TN kOt164 CoQC(Z.ETE COEe.61 " DIA. HOLE 4404K ° - - 11141PT IVT" ,e- 4 _ \JCD_/ 2'. 411-"ittk#14ttdtt r e , 11 r Wifir 1 IN - v i P.' v VW 0 04 kil RC+ S • f ‘4 1 k 4 VOA/1M A tk ,4 Slitik.:A.,.. ..ardWatiA....-4"f*Ak., .: T 4 Igi FISNY4 -4 1 WW4P41t4 _ , :.. 0 ,OP4fp++r#•••44N* '4 ‘14) lite 41‘. e++40 I elLgra. - __A.*a..€.1, .1e,& , Akt AwAt.....„. -44.1. AI w, =0 pi rifinwavy I" pw" vv -744 Atitto4vw Vo_ x 441ip 4, v4, 4.-. _ sA*.. maitikams...A.J.A.ww.4.404+..A.s.7.. Imp; 7%,"regrsvc,--sw -Tor a 4 2. b--1 �•7 21`-o" 11 F) 0 0 c\114c=1, 944.!\1 f , �1Q-�--- _ _.z.3D 14. '.- -2 3•.2 2-(0, IU -1 z. t.. ' & s. IS &LB S•I �- CoOE. 7' DIA., HOLE. THROU44ra 4 INto•cA *4S •• • As meetita requirenten�s of this f7rr class) however,'s tem charms or addiins as recomm - sheet(s) al4i result in mproved tes. Acceptanc submitted nd for catruction all occupancy sh installati ction.ior nal acceptan • oft • affect - be co tare" hat tniuurryy or - *+utt in 0 • lip conditions anif�3r i relate 1 . cofdttions ire msurarlce f2 as bearing in anp4t v upon the q =an exercised with acts � mitt e°e to Pry, ' stlf exlst4 O D p ► A6A. Adtt, t 4, .741i vow P4, z ity Ng rip pi -4P49.4n1 Nor ftp 11#44110 1 IC1 1-4st, NMI A" • o z 1 2. 1 0 I Tear4Maltirar"- Allhilik AttialkaN4 trk A&W It.&-Jk vs NiMicl* NV ‘114MIleV i *‘ 1 031 048** 4 I 44%** * -**41t000k4i4A4-+40. 4eV..,-, „,..,04, , r Sci‘ N4#' 44*4114‘ 4411 *i4t$1t#1p.itiATO -44 , ,,,,-* 6 .11.4kv A A I i Kiwi Fir*" NM 40414. "4 ‘_**44440#4074\4444***PAS4,4A Pr 1P4P+4,60,. 410 41441 :At,446....akailAtit.Atik,4.4&..:1‘41 liwk riv Niv-vvve-44-i s 41‘.4.. ALA.*. 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I J D .� 11111115 11111111 ��. �� 1 ��1121I MAI 1 All 1 . 7�INN i ISI IN '1 R11111111 U II MI - M 1 MI Mme=! 11011.11M11 • i ill I ®1111111E 1 ii111111111 ME 11111111111 INN pni MIMI NMI ii� ME iii _ Mai ill111111111111111111 - Mil 111111E1111A =I IMIMIJ ■_I _r ��!111111111111••1 �NMI E���ut tib > � ■ - v N PENDE►4IT HE L:6 kl/sYM. ®� To l8_c EV( ulmki vl l u a uEk1 Zx I 1-1E6-4-1. TEE. _ NOTE PSIJDO.11- Hwa k.1/44. 0C. 46..E.5 To Z-ELocv.+ O M.Q.TC,H LIME "1r 4-0 GLrr-1►� EL Ps=�.tb =1.iT N loo F LES/E, A) L� FLVIEW HANGER LEGEND M MACHINE THREADED ROD co ICI lal 121 101 COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET SHORT CLIP El TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR 4 T ' P11..A.!_') }i Qt z t' d ui 3'-1 , 0 / NO A.UTv. 51 IKIKLEE. @ EXT SOFFt1T FEZ. NFP,. 13 4-4.10. 'F a-1 F Mi MAj -.k LINE reiri joh morinfiniamm - 4-- 1111111111111111111111111111111111111111 11111111111.111111111111111111111111111111 11111111111111111111111110111111111111101111 111111111111111111111111111111111,111111 11111 II 4 1 N "011111111111411/1111111 tf�ll�fall�/ 8 - 3" �►�sr �sar.�e� ���ua.wru �.a� u ����1��� �ur-s� ��s�i� .•���� aw�.�wa:wa ��.w�w-• � .+�-� Www w�w�-. �w _—� w.•w����a� l8' -3" 1 GJ S�ci � 81 a 1 E V'JITHOUT COMMENTS. S NOTED_IN RED Li 'ER TI -115:, ATTACHED LETTT FK ► d'�ings af`ixed hereto have een r: `' + .1 and accepted by the City f•zo 1 1 Fire Dept. Additions, deletioi rr-.t . -i; to ti se hawings afte his r'1, ii Mie.i,C pf,Ince and ittt r ,esuor i tt,f of1re arls,,d dr iidgs. Fi i '•=-' 't ;� e is subject to fie! -z, c: aNiti presentative of t DAT..: / Z Z}L CITY OFTUKWILA17 575-4407 - 1601111111/ - 44,1E' ✓Pu�/1.�� - i • 2 TUKWILA FIRE DEPARTMENT - d Pleased I: 575-4407 and give `.his job �> No. - 5' .44 and exact address for shut c_wn or restoration approval. - 1 LB 2 F40 WI goof PIPE -rg,h.rez u r4 kJ/ VIEWED ewo 711.5 g HANG E.12.. -t 1DETNL we5r TO (S56 EET FoR. 5g21),12e1-4.-11.) r1 10" Al 1 Qz 1 9 ► I 1 1 9 i > 401 11 11 11 LDIQG • • 11 I...IA-TEE FLOW 4° 6E-11 r2ool A-LAJZI1 AD - SPKR THRDS 2 4 2 SPRINKLER LEGEND SPRINKLER ORIFICE SIZES UPRIGHT AND TYPE SPRAY 16 8 16 2 17 SPRAY 32 — DRY TYPE • - SPRINKLERS TEE ; AND DOWN SIZE t PENDENT 1 1101 SYM. TYPE MFG/MODEL SPRINKLERS USED SIZE TEMP. FINISH CANOPY _e_ UPE.14HT OPENING OPENING -t= UP SYMBOL DOWN 1/2 1 rt1,11Dall 6t,1 F-'141 TOTAL THIS SHEET OUANITY zZ co. MK DATE BY REVISIONS DISTRIBUTION GENERAL NOTES 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HAN▪ GING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE DESIGN CRITERIA AND NOTES ITE. 19 • • CONTRACT NAME: 501.11MIC ENTER . IZETN r r OCT 1 8 1986 WA. ST_ CONTR LC- NO FIRE SWI 140B1 -QUALITY CONTROL BY = (it -APPROVED FOR FABRICATION BY - DATE APPROVED_ FOR INSTALLATION BY _ DATE DESIGNER -DATE - JOB NO. - SHEET As meeting regal 1111wswr, TAM sheens) will . - illstrillaltitt All comments various conitr strued as bean has been exer fury or damage result in loss • 2 RAJ 5 -t-a j d o pct Gt14 t atzi S4-0 ra- Sro.ctt& i : . � ? CO/ AX/EZ ff, 45' e-7 1' i/✓-5Ti`i/9T/O,V ti� Iv i 41 JUL 1 31990 ments of this Bureau tor classification es sprinkleredt hanges or additions es recommended on the attached in improved rates. Acceptance applies to pests es censtruthon and =UMW shown ownisli. limo to inspection for hew acce;,tannce. d acceptances relate exclusively to relative effect of ns upon fire insurance rates They are not to be con - g m any way upon the question of whether "due care" sed with respect to possible liability for personal in- to property It is recog.."su; : it which may ill exist.....- 7r . rye,✓ y I .V o ©-1 X21- o I1'— 0 O'`f/Cf I r! g -o G y •41 2.. Tt„- 0//Irlok4OVPLI I • I-3• o 0, ,3•.o y 0' 151-o ©c , E - eF.s.5 T s.'' SG 1 112, �i -y—Ql—D r -'3'- ,CC 7 1' 6- f 4'sr- 1 K kie-c:S 5LA tAt Lt 1 o co..4 e1 a -% c. f � Se—c- 4 - e—c- 4- F4. IA.. WGL S�Ri�[ER LA/oLr PLPiu �= '- o„ E N E WA -3 -2-1 1__ E445110L Ntt CtitntiJkE. Ei•snuv RetocATto )a (Jto FCo..4 Mgiu o2 TEE ji..) 2" Link 2r... u/ar tit wPHA. C TC ►✓ trC of R't..1T et_ 2c. -r (.4).01 11 pion 4n_ I3656?It-4Ax b2oIUy++t tirt'LArLO ALL MAT'V.t,*i U 1 NoP)TN Zo 5e. r o.r.n dce DDT Oesc,re,,.r. �1 l R L: A (+lam flog.. ` - 'f t Y 112 1 10 C • ? IC U r1 P-tt L G ytrt'i-1 ‘1.(° 111_ u PRi r. wr st�c..6tt L. C.,.3 a/MA} '74xd-.2freze — amity/>eu /oil t o,d�ZJ pJo 1 To G,1"-.44sJ t, -F -CA oUr Eye Rod Hangers ■ Hanger Rings /Anchors: UL Listed & FM Approved • Hanr,er Rods / Fasteners: Comply with NFPA 13 1Z Machine Thread Rods Only E Finishes: 0 Standard Components 0 All Galvanized Components 0 No. 131 for Wood 0 No. '132 for Brick Components 1. Eye Rod 2. Flat Washer 3 Hex Head Cap Screw 4. Adjustable Hanger Ring 5 Drop-in Anchor 6. Hex Head Lag Screw 7. Expansion Case 8. Lock Washer 9. Hex Nut 0 No 133 for Concrete 0 wrt(). 0 No. 134 for Steel • NFPA 13 sets minimum distances for placement of fasteners above the bottom of beams or joists. Wood: 2.6' (64 mm) minimum for branch lines (pipe sizes 2" & smaller) 3" (76 mm) minimum for mains (pipe sizes 2W' & larger) Concrete: Distance as required to place the fastener above the centerline of the beam or above the bottom reinforcement steel. 1 • SOU T HCENTE RETAIL BUILDING LGGwT&on7 ED. SOUTHCENTER PARKWAY PROJECT LOCATION Tukwila, Was ungton ACCEPTED © WITHOUT COMMENTS, 0 AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by'the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance andwill require a resubmittal of aZvised drawings.. Final acceptance is subilect to field - inspection by a representative of this department DATE: _274767.... DY:„ CITY OF TUKWILA 575-4407 Fs HOE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. iD O/6 and exact address for shut- down or restoration approval. PAIIl -72/5/5- 7 JOHN J. ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA 98012 481-7669 SR BBB l-kCAw CEIluLA rZ LOMNf u1vIc_o4TiOA Sch,Tti LENrE.12 R ETA IL. Gi1oP IPO) O1 Som jr erller l LrJ<La1 f - DATE -7-3-91; DRAWN: SJ 7VR&/Lp 14.145H SHEET Z OF 1 Q ,t0 1715h.•4 . COQ 1. cot I pJo 1 To G,1"-.44sJ t, -F -CA oUr Eye Rod Hangers ■ Hanger Rings /Anchors: UL Listed & FM Approved • Hanr,er Rods / Fasteners: Comply with NFPA 13 1Z Machine Thread Rods Only E Finishes: 0 Standard Components 0 All Galvanized Components 0 No. 131 for Wood 0 No. '132 for Brick Components 1. Eye Rod 2. Flat Washer 3 Hex Head Cap Screw 4. Adjustable Hanger Ring 5 Drop-in Anchor 6. Hex Head Lag Screw 7. Expansion Case 8. Lock Washer 9. Hex Nut 0 No 133 for Concrete 0 wrt(). 0 No. 134 for Steel • NFPA 13 sets minimum distances for placement of fasteners above the bottom of beams or joists. Wood: 2.6' (64 mm) minimum for branch lines (pipe sizes 2" & smaller) 3" (76 mm) minimum for mains (pipe sizes 2W' & larger) Concrete: Distance as required to place the fastener above the centerline of the beam or above the bottom reinforcement steel. 1 • SOU T HCENTE RETAIL BUILDING LGGwT&on7 ED. SOUTHCENTER PARKWAY PROJECT LOCATION Tukwila, Was ungton ACCEPTED © WITHOUT COMMENTS, 0 AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by'the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance andwill require a resubmittal of aZvised drawings.. Final acceptance is subilect to field - inspection by a representative of this department DATE: _274767.... DY:„ CITY OF TUKWILA 575-4407 Fs HOE TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. iD O/6 and exact address for shut- down or restoration approval. PAIIl -72/5/5- 7 JOHN J. ABEL FIRE PROTECTION 4932 PIONEER RD BOTHELL WA 98012 481-7669 SR BBB l-kCAw CEIluLA rZ LOMNf u1vIc_o4TiOA Sch,Tti LENrE.12 R ETA IL. Gi1oP IPO) O1 Som jr erller l LrJ<La1 f - DATE -7-3-91; DRAWN: SJ 7VR&/Lp 14.145H SHEET Z OF 1 WASHINGTON SURVEYING AND RATING BUREAU 300 MARKET PLACE ONE 2001 WESTERN AVENUE SEATTLE, WASHINGTON 98121-2190 July 13, 1990 PLAN SHEET 1 OF 1 SUBJECT McCaw Cellular Communications Southcenter Retail, Tenant Improvement 16901 Southcenter Parkway Tukwila, Washington The attached plans have been Accepted as meeting requirements for classification as a sprinklered risk. The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans: Arrangements should be made to allow a representative of this Bureau to complete a cover inspection of all piping before it is concealed by building construction, and to witness tests of the local water motor alarm and sprinkler supply test pipe. Completed copies of the Contractor's Material and Test Certificates for both the overhead and underground piping should be submitted to this Bureau. All piping, valves, and fittings should be listed and labeled by UL for fire service and installed, tested, and flushed in accordance with NFPA standards. Wet pipe sprinkler equipment is acceptable subject to provision of a thermostatically controlled heating system capable of maintaining temperatures at not Tess than 40 degrees F in all spaces containing wet pipe sprinkler equipment. 1. Spacing should not exceed 100 sq. ft. in installation area if automobile storage is anticipated. 2. Extend sprinkler protection to interior concealed space of soffit in display area. 3. Sprinklers shall not be located any closer than 4 inches from any walls. 4. If threadable lightwall sprinkler pipe is used, all threads must be gauged as required by. UL listing. 5. Provide hangers for all armovers which exceed 24 inches in length. ACCEPTED BY IAS}HETB% CUMIN & RAMS IU1EAU SEATTLE WASW ss - 3 r B -r 1- 0 10 AP PS a -r` -t Y • o. -ss s.I▪ ' d; C> d.,." .f5.'- 11(i.......1.7.".....Z. '-.........C..ff..ie.......cp..-. 1 - ---Z -' f� i T r u. rosa - K f - r -q6 4n OL 1 IMMO '.pra 0 cam, 7.Dlal• .� ` ▪ HOLE. THt LUC.1H L - Got.ZLEZE / is 15 effect of vano.is condihcl u . e construed as beanng any way upon Irtire Wt. 4uury or damage to prop1rty It iS cecog It ,+1t 1tt 1m strtl mt. a, i 1 In C441181'1". 40,1 4 co 2 4- -- a 4 t ars A z 4-7 0 10 'f h r C- F -ta -tT 63'40311 1-3 F 10 7 -la Go-- -- 2 / -- 0--t - z / -0-- "F 4.564 F 10`7 F �It>-i • 0 1' 2.4 10 Av 0 ak Z `m_ /z 8 4 F 10 1 kik1T 0 CDS F asa Z to 1 � F 3- 1` • q 1-9' C 'gr: 3" DIA HoLE THr.ou6H Ga1,JL2.6TE 84 _tot 21 I 1Q (1)1- ,fig.-- G -- --r p. F (I` 85 F to Sex 15 41-8" fire in ilo 4 -9 • la • Se - 03 10 Z 104.6 Art F t\ri 101C4 ,1/41 6 17 pima Ni -6 Fs saar- P f o adi oft .46 000074104 Le P 413 14 0 OOF LEVEL FLAKT, Fe= x 27 &L.8 17 F N v" t:i i Z F 1c.01• _8 t \\. ct CA f f r - - 1 2. si rC> ;. 91_01 z CD..- X2 40 4 0 �. 2 8I 2 z 4," Z (14-- z 8 - / 8b IS`-o1 z_ to 7, 40't z t _I8` -OCL° 5 Z 2 Co to -1 -31c) ` F 04,S 0 _. 1 � � t t 4044 F - 1 fl 1 Z0- I Z. 03 - z �- y � - , EB --1 a 3 v Z)7 3o Z -v`- tot F, e 1 t 40 14 } / Z Z.T4Z 2 Z 10 7 7 $ P54 Z 30 2 Z la Z 10 7 o_ c---�c&t9-->\ >✓ to 7 F Z 7 341 2!s l0•-7 F. t 7 4- 4 in } 0 2 Z ` (A- F �cl z co F If I- (420 0 12 2- 4 4- 40 at F sr -a 2. F � x 24 6,L6 8 8 1 - 94 - a F 3 NIF Per- CD-- Z , CP - N 0 524. 411r- S_ 3 et_ 34 8 4 0 v F �4 �8 07 1v 7 tE] 1‘.› 7 F' 10 7 2 8 €4.rJ � Z / PZj 27 M J 32(v -5' r- z -- F 5 4 F 54 - Z LINC it 0 e¢ F /({ - z F� 84 • 8-t0 e- Z F Alt paws Papg Co fo 0 6 2 itt fest- • F 4 2 o 1+'OW 10 10 1 to 7 44. 4 .13 43 NI kt 444 43 wik Aft 10 0 a▪ . .010 10 0 Flo t4a C0 ltd F - ' t 8 &., Paaa- "amass paws. yip-- ...was pa pay_ Pap. ay Pam Parra -r 410 1 AP JJ'pTED ❑ wrr C 9AENTS - V 3E0 ❑ P t iED LETTER rThleewderadw t es331 al F riar 11 sdtdgua:bt 1 : -reto have been / the City of ns deletions igs after this e and will 1,ed drawings to field ire of this 407// Alt or jai Oa 1i4 Sc.14 40 (Q1-41 Lo1,16 EANIG ER: DETNL Te_ Maas ro tio 11(j se 2 i A ID L ilIZA la a a is aft sra la and giv 0 No F. and exac el down or -4 575 4407 fin lob sdtocirreastisonflosprov4uts MEW 1-1E1-4 .SPZIK1141..e2._ waits - EZISER LA.A 4.0,/ 4 41011. 4 CONTRACT NAME. (..ENTEE -TUKWILA, 'Wk. '90186_ an Will 1,/1-° coNsr co Pe -7. 5.0>c- coa-rici ALAKI kIA. 61 6,14.4, PI-ION15 Z44-7495- - HANGER LEGEND m MACHINE THREADED ROD N TOGGLE NUT B COACH SCREW ROD SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES P POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT pENDOVT TEE SIZE SPRINKLERS UP AND DOWN SYM TYPE mFGimODEL SizE TEMP FINISH CANOPY OUANITY MK DATE BY GSM F 4'150 OPE ING OPENING 0 16.6 F A D TOP BEAM CLAMP R WEDGE ANCHOR E EYE ROD 1 2 16 8 16 SPRAY SYMBOL DOWN F FLUSH SHELL G CEILING FLANGE - 1 4 17 32 SPRAY 0 1 3./4- A APPROV ALS REQUIRED DISTRIBUTION 1 Zap H SIDE BEAM BRACKET -r BOLT K SHORT CLIP 1 1 13 la SIDEWALL DRY TYPE 4 4 4 1/2 cle.E. pr MP R TING 165 21r 286 350* TOTAL THIS SHEET ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHAU. BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET .1;10 13. IL JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN 4. ACCORDANCE WITH NFPA PAMPHLET NO 13. 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. ar- Fire Systems West AUBURN WA 98001 - PHONE 206-833-1248 WA. ST CONTR. LIc- NO FIRE SWI 140B QUALITY CONTROL BY DATE 4, Z2 APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE - JOB NO SHEET Co Z2 E1fi 14 SONS 97388 30` oV22fL.ow = 24 •S 2 PIPE S or?o 1 "x 0.c t &E 1DOL-CSD DR. IPteeoTED wau, o.c. J oouKo SoUO COVbZ M N1zK.t•DD " sroR).t rr tSr our k �FsTr c ror. ATE W rt -w 3.4" 1D 1Pc I4 O R.t F tc.F_ tiL KR W 2:1 SCOPE .1 'I • CI -Llai M 44o- G s.px.t-rl( 51-AXX W taa t &ATE 1S Dow% X501-1- OR uif.L.D TO Fg.iat�(,ti c tv s' s ' 24.0 Ntr1..I 7)(0°eD.S'6 t f_ lj = O .S /b 54.1 so al.U. STEL PRT S Muir p,SEG-ALUA14. (ZV D ll� AsFI-}PELT c A►1 t� (TR.EN.Tt-tfWr OZ. 1:5EtTEg-) t. - r 1 STO M44 �T> f) b 1S" 2 O.33''/ D rKLTIoM PIPE VecpaL 1 2'1 c i'-01/ R/w 4o CLi � F.1Etk) 1-0P (1'4P6\ ' 3 CPS- 13 To? 244 I 7.t.Zl i its' .1:144 , To 2(0 NJ Lff3.1!-- I t4 234 10.7 Ts INLET* 1(0 zl PI Y � k 1 # i TOP 2b _ 7 x t IµIL' 15I 1N�! 234 `faP 421°t;-(1\(17 lo L �'` � L OP 2(O - v 22.78 ti(6vU TOP ', 9.30 Q z l !t`l1.•T+1- If; DI 7.4.° Top OF • Saw n tat -OPE 4I16Aft &14'I c r I>'o>v( ooLl * GAT;-, OWMT _ F00U0 r.1/4f ;-v o1Zf../AUcL:.. (2" Di A.R. JOIN. TO ThE. C LD ( 121 MP -0064 fr FL tu6..-". 1 V.IE(,Dtl.i(x b tZ• a71� 2 Sc•GU et_ SME PAS, 614E.NE. 6x -re Cup Scat,oj 01.",e4's x OA.. GPSOFogT"Stur FEak.E FAi3R1C.. ATTR GA4 m POyr r Sas t-ItS.SWED C,ept./E1..1 11.) Ca -WOO TO F�JG.tttOR FA432 SILT FEK1GE TYf'IC.AL. SECTION � I i o I�I/ MEV CP, I2 TYPE TOP 2,6.0 CNV 19.7 CDmu6.cr Ex eEMovc• £x �S C cu X13(rt. Tr. IMV 2114 Co T2s £X NI E."15'(11.14 '-tett PAVIrI MIS To? 24.41? --I IPV 1511 /� LP, L___ CE 41 9 TYPE I) To? 24.0 I Nv 20.93 54LF Ye1.0Z C13+ (TYPE 1) TO? 2.4.0 I tily 2,0.41 x $vto M31M3YFL GIT \v/ (4' FL xtvtJ GV 2, coin 13L1:414-4 PLOCT tl CB* 7 (TYPE I) To? 24.o I f4v I Q •? S II4ST u CITE STD. # W -q 1 4 ..L6e. Pir FXIST1 u4.- 5Tbi J't MI-k#O TDP 2V,.8a I KV 11 . IIIb- '• A4.,1_ (3) Co441.1E4Tib 1 St -IAL& P7 arrow.( Fes'- ai) R.LcNM CI3 45 (TYPE. 1 L) To? 24.0 2 ° (114v 411. a 40 ,940, A'+1;Wii x M#(o (-TY. 'L-6414)) "fat' 24.0 IuV 1 E5.2.4) (1)10' WA/. I6I.3b (10", dfk id't",�'',R6 iN+YIz 'I40 1- L A fl ta do, oi 3 3 O a 2 3 .T� 9 U z 2 0 til MoPIF SEP s f 8 u 0 0 cc r-- 9 0 2 19LA 1.4 e," e 'z % w 245- EX. 45 EX. W. I O "'•8" 1.4.1,/m.) x f t. TAPP1r.16, Te %A.)/ 2 " GV MJ x FLA Cog< 15l.l1CK "Au Co Kt< U. -1•a. -r4 a5 I -F is'. E E 5 ELEGTR.IG.AL NIAIZIiNED IN FIELD I4Eu� 255 t_F 6 FT'v►PF cow . WALK. 11411 15.14 (.4M ruo I) ry� 1' td* I (Ti. 2- 42)P6.g) Ton 2G,s5 !my 17tn `K t4/'7_t D t-OC..411•a'o" To? SS sx EL)2 4 &u-rr stz ostn P 5aµ ►TAR•\•( StV.lr MILL u ) �P (it -it on-ta_i.;) Pt Ik # 2. (TYPE. 2 -4." CB) \u/ SOUD L0crG(I-L4-1 TOP 00T14 C E .ITE TOP 2S . 5 I11v V).4 , SS e 114STAu- MEW CITZ' STANDAR° 27 C.OL C• DR-tvt I0"X 811 MJ x FL. TAPPING, 8" FL. x M J 4.v. w/ COIL ? LOc•k INv 18.25 Can wrrif WTMR.T I v t+T -3o- j i 4 011/4K- 13I,CjG z.- MA1214. w111.4 2.x4 -to SS- SUR.FA<E_ 2ELocAT'E Ex►sTl1.16-1 1.1L-.141- Po cE kidT ! Uj4t1L V I l.L& OM 5rr'E' Ex llo1-I tL- g1G4 Cal VtjWC.T1O ( E i...?V' NIC... IS ';'L _',e m ulrl +moi QIUD �� MAIHTA1NE3) TEE ===========_= GENERAL NOTES AND SPECIFICATIONS: =====a 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH "STANDARD SPE- CIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" PREPARED BY THE WASHINGTON STATE DEPARTMENT OF TRANSPORTA- TION AND THE WASHINGTON STATE CHAPTER AMERICAN PUBLIC WORKS ASSOCIATION, CURRENT EDITION (APWA) AND CITY OF TUKWILA STANDARDS AND SPECIFICATIONS. I' 2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. PROVIDE AND MAINTAIN TEMPORARY EROSION CONTROL AS SHOWN ON THE PLAN TO INSURE THAT SEDIMENT LADEN WATER DOES NOT LEAVE THE PROJECT SITE. THE FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING OR OTHER CONSTRUCTION AND SHALL BE MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING ARE COMPLETED AND THE POTENTIAL FOR ON-SITE EROSION HAS PASSED. AS CONSTRUCTION PROGRESSES AND EXPECTED (SEASONAL) CONDITIONS DICTATE, MORE SILTATION CONTROL FACILITIES MAY BE REQUIRED TO INSURE COM- PLETE SILTATION CONTROL OF THE PROJECT. THEREFORE, DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVELOPER TO ADDRESS ANY NEW CONDI- TIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROPERTIES. C 5. ALL EXPOSED SLOPE AREAS SHALL BE HYDRO -SEEDED WITH RYE GRASS TO PREVENT ON-SITE EROSION. 6. ALL TYPE I CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B-1. ALL TYPE IL CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B - lb. ALL TYPE 2 (54") CATCH BASINS SHALL BE APWA STANDARD PLAN NO. B -le. ALL CATCH BASINS SHALL HAVE APWA STANDARD PLAN NO. B -2a FRAME AND COVER. CONTROL MANHOLE SHALL BE APWA STANDARD PLAN NO. B -le (54") WITH APWA STANDARD RING AND SOLID COVER AS SHOWN IN DETAIL. 7. ALL STORM PIPE SHALL BE CONCRETE RUBBER GASKETED ASTM C-14-2 OR C -76 -II OR GALVANIZED STEEL OR ALUMINUM HELICAL CORRU- GATED METAL PIPE (GAUGES PER CHART BELOW). STEEL OR ALUMINUM SHALL HAVE WATERTIGHT CONNECTING BANDS CONFORMING TO THE REQUIREMENTS OF APWA STANDARD PLAN NO. B -13c. STEEL PIPE SHALL BE TREATMENT 1 ASPHALT COATED INSIDE AND OUTSIDE, OR BETTER. 2-2/3 INCH BY 1/2 INCH (NOMINAL) CORRUGATIONS MINIMUM GAUGE 16 14 12 GALVANIZED STEEL ALUMINUM 8" TO 48" 8" TO 27" 30" TO 36" 42" t 3 INCH BY 1 INCH CORRUGATIONS 441. MINIMUM GAUGE GALVANIZES STEEL ALUMINUM 16 36" TO 102" 30" TO 60" 8. ALL PIPE SHALL BE LAID ON A PROPERLY PREPARED' FOUNDATION ACCORDING TO APWA SPECIFICATION SECTION 7-10. rTHIS SHALL INCLUDE. NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL AS WELL AS PLACEMENT AND COMPAC- TION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNI- FORMLY DENSE UNYIELDING BASE. IF THE NATIVE MATERIAL IN THE BOTTOM OF THE TRENCH MEETS THE REQUIREMENTS POR "GRAVEL BACKFILL FOR PIPE BEDDING", THE FIRST LIFT OF PIPE BEDDING MAY BE OMITTED PROVIDED THE MATERIAL IN THE BOTTOM OF TUE TRENCH IS LOOSENED, REGRADED AND COMPACTED TO FORM A DENSE UNYIELDING BASE. 9. BEDDING FOR RIGID PIPE (CONCRETE) SHALL BE CLASS "B" PER APWA STANDARD PLAN NO. B -18c (PEA GRAVEL FROM 4 INCHES BELOW PIPE TO SPRINGLINE). BEDDING FOR FLEXIBLE PIPE ‘(CORRUGATED METAL) SHALL BE CLASS "F" PER APWA STANDARD PLAN NO. B -18c (PEA GRAVEL FROM 4 INCHES BELOW PIPE FOR PIPE SMALLER THAN 27" DIAMETER OR 6 INCHES BELOW PIPE FOR PIPE LARGER THAN 27" DIAMETER TO 6 INCHES ABOVE PIPE) . TRENCH WIDTH '+SHALL BE 40 INCHES MAXIMUM OR 1-1/2 TIMES PIPE DIAMETER PLUS 18 INCHES, WHICHEVER IS GREATER. BACKFILL SHALL BE PLACED IN 6 INCH LAYERS COMPACTED TO 95% MAXIMUM DENSITY. IMLEC6 SNaU...1 . 511✓ttL t Tb OLD PAZ 5t STD . W t ?)-2-a f - it COVfe_- T4Ee LtNJ- 171E. 1�10 GU2.B @ lt.1LEr GPS Io(.P lOk1 1.,PrbPEuFat4) f1 ,X.lST11..1i•-- �PoT yATI 4 ' Ec.(ST1N- CO 4 0Oi - UPOStiO ,Por ft.E'i/�T10M (4) 1 ROPoSF.� F (4l- Ew c. OF N Et4J /46.PI-4ACT(C.CDI4 . 40 ‘11)12-mPCSt,LL) -- f�RADF_ FS R.EA•r;- l t� Ph NL/ " -MGIC. PAID OF 73ALC1161r ,1 .•.•» ::s::.:•: . �LC �✓F_ cT1 btu 10. STRUCTURES SHALL NOT BE PERMITTED WITHIN TEN FEET OF THE SPRINGLINE OF ANY STORM DRAINAGE PIPE, OR .FIFTEEN FEET FROM THE TOP OF ANY CHANNEL BANK. 11. ALL ROOF DRAINS SHALL BE TIGHT -LINED TO THE DETENTION SYSTEM PRIOR TO THE CONTROL STRUCTURE. FOOTING DRAINS SHALL BE TIGHT -LINED TO THE STORM DRAIN SYSTEM DOWNSTREAM OF THE CONTROL STRUCTURE. 12. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF TUKWILA DEPARTMENT OF PUBLIC WORKS. 13. THE DETENTION SYSTEM SHOWN ON THE PLAN SHALL BE PRIVATELY MAINTAINED. 14. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCT IS IN PROGRESS. 15. EXTRUDED CONCRETE CURB SHALL BE BONDED TO ASPHALT SURFACE WITH AN EPDXY BONDING AGENT SUITABLE FOR THAT PURPOSE. CURB SHALL CONFORM TO THE DIMENSIONS SHOWN ON APWA STANDARD PLAN NO. F-1. 16. THE WATER SYSTEM SHOWN ON THE PLANS SHALL CONFORM TO THE CONSTRUCTION AND DEVELOPMENT STANDARDS OF THE CITY OF TUK- WILA. ======= _ NOTE! NOTE! NOTE! NOTE! NOTE! NOTE! NOTE! NOTE!, PRIOR TO BEGINNING OF ANY BUILDING CONSTRUCTION, THE ADE- QUACY OF THE SPRINKLER SYSTEM SUPPLY SHALL BE CONFIRMED BY THE DESIGNER OF THE BUILDING SPRINKLER SYSTEM. 17. MINIMUM DEPTH FOR WATER MAINS SHALL BE THIRTY-SIX INCHES BELOW FINISH,GRADE AND SHALL NOT BE MORE THAN SIX FEET BELOW FINISH GRADE. d q8:- MAIN LINE PIPE SHALL BE CEMENT -LINED STANDARD THICKNESS DUCTILE IRON, CLASS 52 CONFORMING TO USA STANDARD A-21.51 (AWWA C-151). RUBBER GASKET PIPE JOINTS SHALL BE MECHANICAL JOINT IN ACCORDANCE WITH USA STANDARD A21-11 (AWWA C-111). FLANGED JOINTS SHALL CONFORM TO USA STANDARD B16.1. 19. TRENCHING SHALL BE ACCORDING TO TUKWILA STANDARD PLAN W-13. 20. THE SPRINKLER PIT SHALL BE CONFIGURED AS SHOWN IN TUKWILA STANDARD PLAN NO. W-9. 21. FIRE HYDRANT SHALL BE AS SHOWN IN TUKWILA STANDARD PLAN NO. W-3. 22. SANITARY SIDE SEWER CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA PUBLIC WORKS SEWER CONSTRUCTION AND DEVELOPMENT STANDARDS. 23. SIDE SEWER SHALL BE SIX INCH PLAIN CONCRETE OR PVC PIPE. NOTE: THE SANITARY MAIN IN THIS AREA DQES NOT PRESENTLY EXIST. CONTRACTOR SHALL CONFER AND VERIFY WITH OWNER PRIOR TO CONSTRUCTION OF SIDE SEWER OR STORM DETENTION PIPE TO VERIFY SLOPE AND ALIGNMENT /1;7 PrIDE. cati6stme..i. 05 22 11-1 CI: L.t,' c\J (76 2009 MINOR AVE. EAST (206) 323-4144 5 S. a \c' co u. -• 2 7 2. \T)° 3 a 1-D- 5) A; 0 g. %-k DRAWN BY CHECKED BY SCALE DATE a JOB NO 52,070 SHEET OF 461 /P7/ • .,yenotdde uol}eao1saa .1 a pup • .4nys .10} ssaappa qui s!y1 ani2 pus LOtt-5L9 ileo aseeld ;iN3W121dd3HI3 V1IM)Ifil ( V1IM -e� r -pia!} 01.1001cr.r. •s2u!Meap pas!naa I1!M pue eci s!y1.ial3e SRU!r..: ; —suo!4e ep 's }o 91.11 Aq Vs. uaaq anal owlet.; re Lq 0 ADO H311.31 a31-'Ot/L'• 1, ` r' • rl Cad t:1 'irk; 'S1N3t Z • lf,r';...YA l 031433V -Q� c 4_l 1 y 16.-01 11J ''\/U oF- T ib W/►N���r l7 U - &a Dtto KEW WET - rola eidi- 1-1.6.11,1‘15g:T‘ 1701-4.1 L NEW 31 01 1.01 2 31 r.1.4 vAULT ITE PL/kkl ts4 tJO AUTv. 512EIlJKLEPS e Ext f SUFFtTT FEZ. NF PA, 13 4-4.I0. Z _ - 8'' CIA -SS S2 12 t.f?' FS ►�!, T� STAT 5 -0" ogr 1-3E barjL CONTRACT NAME: j -TU '<kJ I LA , Islas c°R.M.WITNUFF C_ONST: Ca I Ki C. COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SIDE BEAM BRACKET SHORT CLIP 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERVVRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM 8 STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. Fire Systems West AUBURN, WA. 98001 PHONE: 206-833-1248 va. sr corm uC. 140 FIRE SWI 140B1 I QUALITY CONTROL BY E7. APPROVED FOR FABRICATION BY APPROVED FOR INSTALLATION BY DESIGNER DATE DATE DATE 2 6 12 13 JOB NO. SHEET • IEAOJddeu©! sJo aJ JO UMOp -;riles .io; sseippe;oexe pus qof enp pus LO t7•gLg :Ileo eseeld 1N31/121Vd30 32114 VT 9v 014 z31 r F GUT- IN we:k1 4.1).z.. VIE4,14. ma !�'yii r4 6,L." 0- C=am 2. -Z 3.0 2-C. --1 an!;e?r •Fla!,. C;;ca qrl *s2upArip pe !i?.1 .!.o II!M Fue Oce::;;'C s!t{; Jeue sr u!Mr.a }o 14!3 auk Aq p ueeq ensu olaJeu 2131131 03HOd 032 •SIN31N IN •gig JO A110 � 933--274.:3.0/0 }ua 1:,.r dap Gado.' S ICC• UC1;03dSUI s! aaueldecpe isu!3 leil.!Wgrseo aJ!nbea mss:: 141100 II!M elep esei4; c; suoisiroi JO 1{=G0 aJ!J Iln:yn1 ldaoae pue paMS!Aaa •exws s2u!MeJP aia V3H1aid❑ 1 0310N SV 0 O Inc RUM O]Ii333V Ti -1U 14' PIPE TP-r5ZE F0P- - 3/e1 Eop, ►Jur 4 1..40.51.15 R.. (P' No1-1A-1411T1-1A-1411 21 K1 1 R1 k 1 P • RNQ 1_44 3 HI( EP_" IO+ k1ATEe Moro GOt-4 F PJ D c+,! L•/ t• u: ii-LE12. VAULT W/!7_GI vs.., i= i e5. Z ter cw N- Pf fti v^� WaTEE FLOW `.:WITCH S ITE PL A,N 1--(14,17.1-1 LINE GOOF LEVEL FLAN VIEI�I L *— Et.,6)( (0)&131/2. GovI P. FL4-P--1 _'sI_eevE L4/ Z" OF CONTRACT NAME: SZ P 1.P FS kJ. TAT5-9° OUT I ETAJ L 50UT1- CEN 1 LQ IzETAI L 6,G 01 SOUTH CEISTE . PKC Y. -TU V-...&11 LA ; as sUs; r. - „oe M ,4.7 _SITE E : Sys - CONTRACT WITH: r 2 kI. TUFT CONST C.O. I WC. v` F? U. 150X ( 6,7/ `1 ALAk1 V6TrE.SoN 8I C.(o PHO N E : z4_4 -74,95 - HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES • A "U" HOOK B COACH SCREW ROD C "C" CLAMP D TOP BEAM CLAMP E EYE ROD FLUSH SHELL M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T T -APEZE SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE 3 7 1 TEE SIZE SYM. OPENING DOWN TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANITY MK DATE BY UPe_t6NT P+; NI) NIT 16 8 16 2 SPRAY E -M F eEM F- 141 (>EM F-`-14 Zi F 165�F BQASS CJIZMI. '[II°of Q+ _ P€g- g..e\/Ie.vJ TJ.�t�T e v11i DISTRIBUTION G CEILING FLANGE H SIDE BEAM BRACKET J "J" BOLT K SHORT CLIP L "L" ROD ltJIle 17 DRY TYPE `TEMP. RATING 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. & STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. DESIGN CRITERIA AND NOTES vEa � 0:z, a e- E T t✓ELL:J 1 LI NG kJ/ I 3. F /- K H Ep.fD SF'I i -I6 W-10--01 Fire Systems West 1502 PIKE ST., N.W. #4 AUBURN, WA. 98001 PHONE: 206-833-1248 SEP 0 6 1988 WA. ST. CONTR. LIC. NO FIRE SWI 140B1 I QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE G. -22 -88. DATE TOTAL THIS SHEET DESIGNER HAr�I :�t�N DATE so -Z2 -8£3 JOB NO. 503$ 2 4. 6 9 10 1 12 1i lenoadde uogeao;saa JO uMop -logs Jo; ssa.lppe;Oexa pue f77/ -%z,' 'oN qof sly; anp pus LO'b'b-5L5 :Ileo amid 1N3W111Vd3a 3211,) ?If1 J Y1IMMf • Stg ( 10A113 :4-1=-7144 44 • A9... .-4 :3140 ;ua+.upedap sly; JO and;e;Ua OJC' J a Aq uoraadsul -nag of;aaign sl scut eeooe icuY •s8u!Mr,lp pastpaa to I"1;1wctrsaa a aalnbaa Irr, rue ur c'e re slt1 Non HIM a;ep 7saul c; SUOISI.tea JO PV • c a0 e)!J CI!M�1n1 a;daQOe pue paMa!naa paxwe s2u!meip ayl Illi 3H1 213d 0 VI 0310N SV ❑ 00 1f10H1IM alga. a4lle s2u1Mr. ample') 'suol;lp 4.10 014 Aq p uaaq aney o;aaay H31131 03HOV 034 'SiN3V =\7 1._-.I f PIz1 L -k7L E TH .0 Ih riFE Tga-f'EZE Fog 3/€,+1 Col', LIUr 4 WA-5ld5R- (90N.o-r I• 144 zN4 To2.NU1 tJEki JEr r�sEe I Sc -H. 40 ‘Q'- 4F Loki& kJ/ teJEL ED END Tp$S (4 ) HANG ER 1 DETAIL. '' T + Ya. (se6 FEZ& -L-K5. 1.4E5T TO �TaKT 5' � OUT' If E E T !%'R 411+ 1-1.46-$4 e g:Td i7ET4J ►.11=W DI.WA.1.1G N w ,SPZ+N iLLEE VAULT W/ N/A-.� GuNI4. U'JD Pvs t N VLA . �Y c TH E2S) - earn4C-P-KrEZ 6," IJA.TEe FLotJ =-.f ITCH 7: - MA -Te.. -1-1 U M E 52 D I.P. FS kl , Tv STAN 5-0s oLrr CONTRACT NAME 5CLT1-1-IcE NTE IZET I (.�. 169 01 _SOUTH CEN T Erb L J( -TUKIJILA, kik. 13188 SUPT -JOE MEAD _SITE PI-kNE= 575-8�!-to SUFGITT PE2 NF PA, ¶3 4-4.10.2 iJE1K Y." = I' -v'4 HANGER LEGENO SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES A B D E F G H K "U" HOOK COACH SCREW ROD "C" CLAMP . TOP BEAM CLAMP EYE ROD M MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR TIZAPEzE SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE TEE SIZE SPRINKLERS P AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANITY MIS DATE 1" 2 16 8 16 2 SPRAY OFENIING UP NP.," IT 667.1, I F-947 F G=M F - c147 1=41 Tta,i rr Z i t` i c ►.Y� FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" ROD 1" DRY TYPE TEMP. RATING 0 APPROVALS REQUIRED TL►Y-.-sJ,J 1 L%' . Ft(L:, iiz kr DISTRIBUTION 165' 212' 286• 350' 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. DESIGN CRITERIA AND NOTES 1 G+PM /.. F, ovez 3 az? s. F E T EE.LL)tJ CEILING I r t4_x. l- Elm SPACt Ki6 Fire Systems West 1502 PIKE ST., N.W. #4 AUBURN, WA. 98001 PHONE: 206-833-1248 DATE 6.2z • 56 DATE APPROVED FOR INSTALLATION BY DATE DESIGNER TOTAL THIS SHEET DATE 6.-Z2 -ELS JOB NO. SHEET 1 OF 1 1 3 4 6 9 10 1 12 13 14 1 9,1 21 - 1 E,' -o 0 c1' -O,, l ,1 18' -0" 18' - 18'-,' 0 GUT It l LISk1 44044. riez 4. TEE 0 11} 8 0 i_n 0 Co2E 7.' 01 k. HOLE THQ )( 4 CO1.4 CE -TE •lenoadde uoi}eaO sei JO UMOp .:.-,.}nus Jol-t;sa3ppe }oexa pue 7---0121.4g "ON .gsiq an12 pue • pvt-sLS -Ileo aseald iN3W.jVd3t7 3211.E ttlIMfli. 7iT.- 1 1 6,44A 4 Cot e.: M4..TLH LINE 1OoF LEVEL FLAN V I E ki I4' -c$ 1 z /�?i>�•5J5 V1IM'gi1 30 ALIO (-1/919 ship }O $I,e'.IJai ax'a. ' fr ur t Oa�'sul -plan CI }.:,;Ogr.jrU!d -s2ulMDap paFt". a io SIM pue V L'• . Sjt(} Jou.e sf u!M sunt}slap 'suemp }o ry}de= ^,e- rut, rsMaln9J' uaaq aney oleJou pexr7;e s2u!M,eJp e u 1'';;I :JuseJ *_' eJlnbea ;s. r1t. Ir. IUM oc ft T c} Euc!Ci/ eJ Jo ry sll j Fll(winJ. d3LL31 03143V11V 3HJ.: a d 0 6321, NI G3.1ryN SY 0 'S1N3INIJ` 03 1flOH1IM p3J.d333V � „1 - �+ 1I 4 F1 �k,t7 -�ttTL L - I -3 N 0 IN ,0' Thu ROLE -11-1U 1'' CJ v, i4f / LI I Nv 5 -'(Et7 LI- Fo fZ W RcP Wei (t2o PloT 14...444.61 �R l4 I Z' -Z' Ia'--�'' J 2 1311 -,3" AT1Z, PIPE 1'p4-rEZE: "JUT' 4 WA -''NSR- NEkI Wer' e1Ee I H. 4o I- 4" LOW ELcw END HAMC- EZ DET\\I L_ " T Y" k' -D'' Z. s (e6 V012. 4' 1 z r J 4 7-4 . ESE K G�11 j' i.I n161 :60.13"z GoA'I P. FL 4- p'J EEVe Z° of aNNUL.4.2. �E Fie£ 5►�S.I..IEST TV S' -d` GOT s" NbtJUeg_"T+ PET4-1L 10" kJkTEE' Nome GoIJU N 04 • Pzi J I .L.ER. VAULT / DB,. FI¢1= P.n coe4t4. AND F J -JT N - VA. R`r' ce11-125) klA_TEe FLOI,.1 -�H GEM F2�)1 �lA2M „\//S\L.Y;. S2 P. I . P. Tb sTAZT 5-0‘ oirr DiETA.1t, Y2' - r -c7' cL PAJ Y _57E. PLA I" - too' - 0" _ CONTRACT NAME: ODUfl-IC: R Di SOUTH CEKTEf . n(i/J'r -TUKJI LA/ kik. -tel 3188 SUPT -JOE ME1Q7 SITE PHONE= 515-$�' CONTRACT WITH: Rik], H U EF CONST : CO 1 KI P 0. 13.Q)< 77 9 AL AK1 FT N SEATTLE , HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES A B C D F L "U" HOOK COACH SCREW ROD M N MACHINE THREADED ROD TOGGLE NUT "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE P SIDE BEAM BRACKET "J" BOLT SHORT CLIP "L" ROD R T U V w x Y POWDER DRIVEN STUD WEDGE ANCHOR TIZAPE2E 2 T RH DS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT 1- 4 2 1" 16 8 6 2 SPRAY 17 32 SPRAY 8 6 Z SIDEWALL DRY TYPE 0 PENDENT 0 TEE SIZE ' SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY QUANITY MK DATE BY UP�IukT GEM F-9 ZI: BRASS ►J � 224, A 1-11.1, 17d 1/2" OPENING UP SYMBOL OPENING DOWN PENDANT C H -`147 z 165 F CJ -12M. 1(v9 A �-I1 •fes` - ®A 1N DEK1T GEM F-141 y`« F GHeM• Pc�rD 9 A Q 0 1' 3/4- 1/2 1 1/2 A APPROVALS REQUIRED DISTRIBUTION '1 4 1/2 m 1 1/2 "r1JtCk}iLAI-- FUZE a7ie1;•'17 1 4 1- 1' TEMP. RATING 3 4 Q 165• 212• 0 286' o 350' TOTAL THIS SHEET 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. - 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. - - 1 1 .16, QPM ovez 3, Ocz2si - vE - BELr)J CEILING IBJ` 10, F. Marx, HE -4 E.A-D SPACING SEP 6 6 1988 Fire Systems West 1502 PIKE ST., N.W. - #4 AUBURN, WA. 98001 PHONE: 206-833-1248 WA. sr comm. uc. No. FIRE SWI 140B1 APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE 4,-Z2 -88 JOB NO. 5035 - SHEET - ( OF 0 4 0 9 0 Lit -IN NS4•) .1.1$.•„... I•'i i. 1: 0 (11 0 Co2E 7'1 Di4. • HOLE. THR.W43,-1 GoLICE-ETE 0 o X X r MEW 1 1 aI 1 NOTE FEN Ekri- HE.A.1S 14/ SYM _ ®Q. P.lz E To gr ,s-c:V -D 131K +!tJi'tttvU 1F.! A•LEkJ ZX 1 MEC_H. TEE, M4TU-I LINE • 1`I'-a1't R3- 211- I S' - i1 , „„,„ , "rip tAav * 4itt4 .7N 'tilr4 gksatt4.4.V1411* ViierAndko 444VS.4..#i* 4Ikik Akli1/7 ‘.404 kw.*** •et EMI GOIZE 4" D. Hoi. rt-►kouGH Got.,c YE 8 4 e VIM*v' 4` F 41t• 4A* 10 •3 F -7 3•c z-� 10--7 L# 44".' UL 8 t F � q. LO (o (8 &44 Z4 GrLa ral 1j#41 1014aLtS 41 CIPVIZSIST4 �� F F F F ...1sAN fb4kr,v �AtrAA4/614`. 444 kftkA„ •14*V4i41- 'I* 6 = - Itttlitli&T*1•404#4 � '��•�1�' �® ©" 4�� i 4 0 F 14 F 8-I F 1�•7 F irit:"Pr*vriforkom,r044. tip*1.041rir405/110414.w*,. Akt;. A.1&. 4eAkietiL 411) 4r4tvLAoysi ►�'? Z Z 1v•'7 Z 0 , L 0 (4 0 =- 0 F ,J. 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D .7-3 app2 .pex9 pur2 7/— -°N i pu- LOi�Y 11;p 13 eld ,fog` 4, 1,1 v PrV tIN "V "Wit* 140 'w• c 6+ 0414044..***4+144%4k.4.4A.40.,* F 8 - KV" WI PATS L444ISSIr6t#A44ASINIo• A k r A S‘ Anti I*ev kit k 4* • Kvi e ittaWatin — MAX Lt N s_ • t_•4) r, J r!c•4 Iv ' 0• .j N a `1 1.,,5(1 Gt 0- N 0 0 -4 / r- N r "4 0 0 F v a )/ 0 O i ' e•or-% _ a 11 r` 0 F �v v `r‘" • v ti 3 \'•J 6 '4 uta, > 4� OP IZ-'-2- le-3" - Uo P.urv, 517er IKLE2 e ExT / SOF=l1T FEZ t1FP, , 13 le-3" n 1 J• 1 1V -z" 12'-2 i 11 e --11 .r/ 9 C.cS fn _amu V� . - ;10 A.110 3 L'3144 l .-w)aydap r.:,.v e t r L I,.:.,adsul = i o cri.ettc.Oe It-UId -. 1';'1'."fit'-saJ c 2»nbLJ .,-:f-,7,..t-,..1 r !Cl' 11lIt a+ep f;.„2i,ill, cj SUO1SIA2J JO V iee() 0Jt4 EJ!MWU 1•da0Oe Fue paMa;AaJ exwe s2ulmeJp 0141 V 3H1 213d 0 I=031:ON SV 0 0 .Lf10H11M .Ck - Cata StLc' /�l��tr� u3 ct: - su0l�� Iap a'Sucn.n-' �O' !3 aq1 i j lw uaaq aney O;aJ2q 8311.31 o3HOy a3a: 'SiN3WW L of TE -41 6twit,rve-i-et7 u - { 3' 2! , 5 tr (e -E efer/, re- r...--1-1eeT Fog. zflf _a r (---YIELiz cRIL.I. -` I;* D1-, . 313 11 kuk-rse 33d N • a 1 e 1 1 1 _t r- 6. htj 1-14-1-1eg-*T‘ DeTA-IL) 11 11 11 11 11 PAZICIN1G Lair' NEW &11 GEM F2or_21 ALLA-ztil olt LEEve tA/ Zs op 52 iTE. PL CONTRACT NAME: I 69 01 _SOUTH CENFTE 17.M.WIPUFF c_ows-r. Co. it\IL. 50X. C0.6,-7741 ALAKI HANGER LEGEND SPRINKLER LEGEND SPRINKLERS USED REVISIONS GENERAL NOTES DESIGN CRITERIA ANO NOTES B COACH SCREW ROD D TOP BEAM CLAMP E EYE ROD M MACHINE THREADED ROD N TOGGLE NUT P POWDER DRIVEN STUD R WEDGE ANCHOR T SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRiGHT PENDENT TEE SIZE SPRINKLERS UP AND DOWN SYM. TYPE MFG/MODEL SIZE TEMP. FINISH CANOPY OUANITY MK DATE BY Z ZZ te• 2 OFENING UP SYMBOL OFENING DOWN F A 1/2 A F FLUSH SHELL G CEILING FLANGE 4 17 32 SPRAY 1 1/2 APPROVALS REQUIRED DISTRIBUTION 1 1 SIDE BEAM BRACKET SHORT CLIP 2 1/7 1/2 1/2 1 2 DRY TYPE TEMP RATING .8. 165* 286* TOTAL THIS SHEET 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 6. JOINING OF PIPE AND FITTINGS. THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 1 11 • Irpr fur SEP 0 6 1988 eine .4.111.11. Fire Systems West AUBURN, WA. 98001 PHONE: 206-833-1248 WA ST. coNnt. Lc_ No. FIRE SWI 140E11 QUALITY CONTROL BY APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO. SHEET • -- 4 s `f 0 t_ • a r , i fZ�F 1 HA.X _H 11 Z I`_o• I s' -dr 1E -ou O 9! " *1 Q _ „MAZZA LINE DekT .S1Z7F' ` - O 0 0 01 0 0 0 0 0 0 0 O 0 O 0 0 • POOF LEVEL FLAN VIEW y8 uIf A "U" HOOK HANGER LEGEND M MACHINE THREADED ROD B COACH SCREW ROD N TOGGLE NUT - C "C" CLAMP P POWDER DRIVEN STUD T RH DS SPRINKLER ORIFICE SIZES AND TYPE 0 O 0 SPRINKLER LEGEND E UPRIGHT ANCIENT TEE SIZE 0 0 0 0 0 o r 0 _ 1 o o l 01 0 0 0 O 0 1 0 i I - 0 0 0 0 0 0 1 0 di O 0 n1 0 0 0 0 0 0 0 O 0 1 0 - 0 0 0 0 0 0 0 0 O 0' 0 O 0 0 0 O 0 O 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 18'-U 0 o 0 0 0 0 0 fir-- MATC.N U N 0 0 0 O 0 O 0 • 0 0 0 0 O 0 O 0 0 0 0 O 0 O O O 0 O 0 O 0 122- Z." Z' -z 2 211 • IkCCEPTEIrs-': le WITHOUT COMMENTS. AS NOTED IN RED PER THE ATIACF,ED LETTER Tile drawings affixed hereto have been reviewed and accepted by the City of or revisions to blest: avIngs t lis Final aoce,-)tanlf., subjP:t t) inspection 1.4 4 reeresen',atwa of tats depertment CITY OF TUKWILA y 575-4407 'TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and exact address for shut- down or restoration approval. -51Tt -PLA.R1 C NTRACT NAME - EXitER ZETM 1 69 01 _SOUTH C.ENITE P1(1A-11'. 11.Ackil LK, kik. 49 -- SPRINKLERS USED REVISIONS GENERAL NOTES - DESIGN CRITERIA AND NOTES • SPRINKLERS E UP AND DOWN SYM TYPE - MFG/MODEL SIZE TEMP FINISH CANOPY OUANITY MK A DATE BY TOP BEAM CLAMP WEDGE ANCHOR EYE ROD - 2 OFENING SYMBOL OPENING DOWN A A 1/2 1 A FLUSH SHELL CEILING FLANGE 32 SPRAY 1/2 APPROVALS REQUIRED DISTRIBUTION ti SIDE BEAM BRACKET - DEWALL 1 1/2 1/2 SHORT CLIP DRY TYPE 3 TEMP RATING 8. 165* 212* 286* el 350* TOTAL THIS SHEET 1 ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED Z PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLy (1-6) WHICH ARE END TO END 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. - 7 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM & STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OwNER ANO/OR HIS STRUCTURAL "10_ 1 c'crtic,17-ibFF: - .1 Fire Systems West AUBURN, WA. 98001 PHONE: 206-83311248 12 WA. sr CONTR. LOC NO FIRE MI 14081 I QUALITY CONTROL BY -_ DATE APPROVED FOR FABRICATION BY - DATE DESIGNER DATE - JOB NO SHEET 1 OF • _ A c Y w L r t a � 4 -AP(o v Z Z � 2 ()- lo-� F 10--t 4 2 .01 -7 _ to --7 t A. At- Co2E 7" DR, HOLE T 1ZLLJCCr{ C014K LEIS _ _0 " howevet soft sheet(s) wi tIN submitted an LInstallation '(11 conmeot affect ot?' 4 - be colic" Care hs? SIU l • I0 �C3 / 6.3'4 501 6L.5 0 6 4- '� .43 Z stg Z 040. Z - F CD- /'1 or 1`i "- CoR�4" DIA HOLE TNRouGH G 34C.ETE 5.4 1= Y 84 1' z \ E ��D f Com/ f 10 7 7 2. 4. 1U? } '213-d 2. 0 05 fey h z 8 I _151-o F 4-0 a 2. Z z 2. 2 Z 2 F 7 to - 10 7 2 - 1(2 10-7 z it • 2 10 z 15 4- (r)-- V fTF -7-7 i u 4- F C) 7 • lfT"" P34F, (oN z 27 GL8 / l0 3 F Z17 30 Z4, V F 1 s 1 Z' Z-` 10-7 F 3}0 F °:;:r.N 0 2- 0-7 Z 8 1 0.1 18 UL Z ®- 2 (�2 D-rzZ�/ 10 7 7 8 F. 4`�Z Z 3 o 2. 1 0-7 x Z • 24 z 8 4- 0 0 Ark 0-# z•4"/¢v 8 4 It) - 1.5 5y8s15 1AL8 10-7 F GAN ITE F 10-7 IINEW -as- 10 00P.I-h-tt tecopizailo.- 10 10 7 _It r7106rL$ S 4 F 4 S Z ; f i/ c - 1c. -t 1 85* 4141 64.5 C 4- F----. ,---:- :.-- - -7.-t f --Ti 1 Z 1Q-7 0 p Z� 1a-7 �J 21 2 lr 0 F /4.104 0 - ,to 034 0 8 o 7 r 1 F 4 0 °► 4 F $ 1 z. F 8- 1 Z 40F I4 F 81 - Ci) 0 !i 0- z/ CD--`'- 8 1 F IQ v, / �- 1 / t-- F 440 F 2. 9 4 10 0 F 2. 8 + / (.1)--- z 0 F 8 4 8 D F F F- 0 Z3 ( 24 Z 1v 7 z 10 7 2 _z.. 10 7 U, -4 14 6/L S l0 7 2. F 5 4- (0 ix - 1. (ai.5 CD-- z C-ZA Z 0)- Si F I .z40 10-7 4 4- ts s 45 HATCA LIME tv a 0 th sZt NI 13 et 10 tO 00F LEVEL PLAN VIEW to 4 3 0 NI G P to ti 0 Ni r- / 14 6 11 I 3114,4 F N 0 o4 0 CD - F 10°1 10- C�- z io 7 LINE mis sly lor it 4 10 7 2 14 0 o 0 -41411‹.,61 1f5 F z \/0 CD- _Z 10 to ��O Y 53 S1"� 2. 5 4 z 7 107 X/ 10 '1 Z 10 7 / F - 11 F 10 1 10-7 Z 0 0 8 2 10 10-7 0 441, #a ta a_ ems .1i`o 2 t `'N 1" rn44+ 11 di 111, 1 tz 1 - lo- 41 "my .11111110•3.- 41111 °344133k 21144;t 2.1Ncit) cso 0 el /- o kl 4( )4 2 tom JI PIES ik.1C31- t14 F4312. 41f 1-1144 PET -4.1L. Iktg14 ,Pe..1 Kt VIER_ VAULT 41 11 11 11 11 11 11 6E11- FZoOt IZISER el si) 0 -01 NEW -0 FIE PLkki CONTRACT NAME SOUTH C- Egitk 'EZETA1 711J 14.1A.11 LA, kik. 10 1E30; A - HANGER LEGEND . m MACHINE THREADED ROD SPRINKLER LEGEND COACH SCREW ROD TOGGLE NUT POWDER DRIVEN STUD SPKR THRDS SPRINKLER ORIFICE SIZES AND TYPE UPRIGHT PENDENT TEE SIZE SPRINKLERS 1UP AND DOWN SYM TYPE MFG/MODEL SPRINKLERS USED SIZE TEmP REVISIONS GENERAL NOTES FINISH CANOPY OUANITY MK DATE BY UPZ.I GMT 212. r 1 110 TOP BEAM CLAMP - WEDGE ANCHOR EYE ROD 1" 2 SPRAY 16 8 16 2 1/7 OPENING UP SYMBOL OPENING DOWN 0 GiEti 4147 F A A 0 1/2 A FLUSH SHELL CEILING FLANGE 4 17 SPRAY 1 1/2 1 1 APPROVALS REQUIRED DISTRIBUTION SIDE BEAM BRACKET J- BOLT SHORT CLIP 2 DRY TYPE 1/7 1/2 1/2 1 4:3 TEMP RATING .8.165* 212* 40 286* TOTAL THIS SHEET 231 1 AU.. MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-8) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 4 PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 5 PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13. 1 OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTEla BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. DESIGN CRITERIA AND NOTES - 41814.C., PI-IONE • Z44:7415- 1 L ILA FIRE DEPAR- Fire Systems West 575-44()7 nu -rive this JOb - 1502 PIKE ST , - AUBURN, WA 98001 PHONE 206-833-124t2I N 7. or res-toratron app ova - QUALITY CONTROL BY DATE G zz es. APPROVED FOR FABRICATION BY DATE APPROVED FOR INSTALLATION BY DATE DESIGNER DATE JOB NO SHEET 6.-Z2 ef3 1 OF 1 4 - 9 110 1 kr N. r TYPE MATERIAL MANUFACTURER SPECIFICATION REMARKS ROOM FNSH9C!- E NO. ROOM WALLS CEILING FLOOR BASE HEIGHT REMARKS ❑ SALES IGWB E 1❑ ' CASHWRAP ,GWB ®t 0 1 © 1 0 9-6" 21� ` CELLULAR :GWB Q s 01-0 0 10.- 2" RADIO GWB Q a2 C1 1 Q 9.-6 3/8 - 2] RADIO 'GWB ® i az © O ` 9.-6 3/8" P1 ! PAINT 0 I I SHERMAN WILLIAMS i - __c) RHINESTONE SW 1235 - FLAT GMB SMOOTH FINISH INTERIOR WALLS & CEILING. SEE DOOR AND ROOM SCHEDULE! 1 P2 PAINT' 0 I SHERMAN WILLIAMS 2 COATS "RAVEN' #1238 FLAT c CEILING ABOVE GRID/PANEL. SEE DOOR AND ROOM SCHEE 81 VINYL SASE I BY OWNER - - :GWB P0 0a2 0 1 © I F.O.I.C. CD!CARPET I BY OWNERI 2f - ;;F.O.LC. GLUE DOWN TYPE t I at CARPET ' 1 EXIST'G © I :CLEAN AND SHAMPOO V1 1COMPOSITION 1 TILE tBY OWNER t 1F.O.LC. L1 1GWB i - 1GMB i SMOOTH FINISH PAINT i 0 iGRID/PANELS 1 ' i 1 PAINT UNDERSIDE OF DECK ROOM FNSH9C!- E NO. ROOM WALLS CEILING FLOOR BASE HEIGHT REMARKS ❑ SALES IGWB E 1❑ ' CASHWRAP ,GWB ®t 0 1 © 1 0 9-6" 21� ` CELLULAR :GWB Q s 01-0 0 10.- 2" RADIO GWB Q a2 C1 1 Q 9.-6 3/8 - 2] RADIO 'GWB ® i az © O ` 9.-6 3/8" 2®! RADIO GWB O 1 o __c) i ® 1 9'-6 3/8" r = _____ c:3 RADIO ;GWB elO © .. © } 9'-6 3/8' � SECURITY :GWB P0 0a2 0 1 © - . 0 1 E t . 10 -2w • - 2f ❑3 i ! STOCK €GWB P� I 0 a2 1 © I -- © ` OPEN 4❑ WAITING 4GWB O EXIST a, © g© EXIST_ 1 CLEAN EXISTING CARPET 5❑ INSTALLATION GWB O; EXIST I V1 Q ; EXIST'G. 1 ! REPAIR/CLEAN EXISTING VCT 1 ID i ELEC. E !GWB Q OPEN 0O OPEN REPAIR/CLEAN EXISTING VCT 1 1:11 PARTS_ . r jGWB0 ,_OPEN6J� I• V1 f �B0 I OPEN REPAIR/CLEAN EXISTING VCT ' SHOP `GWB PO = OPEN I V1 O t OPEN , I REPAIR/CLEAN EXISTING -VCT---------- 8 i ® ,_LUNCH ' iGWB® EXIST i V1 f 0 4 EXIST.. I ! REPAIR/CLEAN EXISTING VCT li COORIDOR _ i -' ;GWB EXIST -0 t i I r BO j EXIST_ 1 REPAIR/CLEAN EXISTING VCT i •. 0❑ i MENS ❑0 WOMENS EXIST EXIST V1 EXIST. EXIST. REPAIR/CLEAN EXISTING VCT 1 REPAIR/CLEAN EXISTING VCT VINYL REDUCER MATCH (F.O.I.C) DIRECT GLUE DOWN CARPET (F.O.I.C) "RA • — EXIST I CONCRETE SLAB NSfON AT CPTIVC T HALF SCALE 18'— O" 18'-O" 18'— 0" 181-0". q 1❑ MULES IAA do(' 7 vt E ELEC. PARTS J L 1 5 INSTALLATION 0 rK •�� D 1 .z. L- ere -c.1-0/2-5 0? 02-4-4N ACCEPTED AITHOUT COMMENTS. S NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept.Additions; deletions or revisions to th se it -rings after this date will void thi; aocept,,n.-.2 and will re• ire a resubmittal of revised drawings. final acceptance is subject to fiel inspection by a representative of this department (`e"(ct/ CITY OF fth WILA 575-4407 0 TUKWILA FIRE DEPARTMENT Please call; 575.44.07 and give this job No. fo? - F 9 8 and .x1:;taddraso for shut. two air restoration sowoinA STOCK COLOR; 90 10a 95 r O v1 COORIDOR DE or 1Ob llo 12d1RADIO \\ SECURITY \\ - e +12" (+6" —11 11 ASC _�TYPJ ♦1 ,c tttl.ft !.Itr C?. P.Q. Box 1127 Seattle, Washington 98111 (206) 223-5025 LEGEND = _ fravltahAtrl ntiieA 01011111-110 Corry is ications,/Electronics r==3 : anr>u,nca4i-f1 Vtrad u. �a111)1 5Qa tG = 2 dura tiAtetecc, orbital bi11tniVtItt,4na.ti; tA- / Del - .2 lorn afebcs ;O T'"EN'ER Ps,RK*AY •.WILL . WAS!"NCTOf, `IIIAS�► �T H Atti 1253 S.Tacko SEA rt_. WA A/14A +E1i it", -ten 31Z 32.E1 N Dote By Oescptan of Reisions Sheet Title FINISH PLAN Scde 1/4"=1'-0" APPrthed By Desig►ed KLS Job Number 92016 Drop KLS (belied KLS Dote 10105/92 10 0 qfFP 9>eet tnbe! ,992 3 --- = A B E F G •U" HOOK el "FIRE PRoTECcioN HANGtER LacnENE) COACH SCREW ROD "C" CLAMP TOP BEAM CLAMP EYE ROD FLUSH SHELL CEILING FLANGE SIDE BEAM BRACKET "J" BOLT SHORT CUP L M N P R T "L" ROD fjfc STEMS \AJE_ST TO PoiDE _ SVE\W ovERttEN1 N:)0R MACHINE THREADED ROD TOGGLE NUT POWDER DRIVEN STUD WEDGE ANCHOR SYMBOL TYPE kiSSrJ MFG GEV+ SPRINKLER HEAC1S MODEL (3, SIZE TEMP. ‘556 FINISH _ TENANT- IMP3QVEVE\T THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BY A FIRE SPRINKLER SYSTEM. FIRE SYSTEMS WEST IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACCOMMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT_ ALL WORK WILL BE DONE WITHOUT AFFECTINGL THE CAPABILITY OF THE EXISTING SYSTEM. YP./18,-)01, LEGE\D OENOTES A SPRINKLER HEAD TO BE !RELOCATED. DENOTtS A SPRINKLER HEAD TO BE ADDED. REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. CANOPY TOTAL THIS SHEET .1 OUANTIThil 4 TUKWILA FIRE DEPARTMENT, Please call: 575-440Z and give this job No. -3 -0;--0 and exact address for shut. down or restoration approval. is 148th St et, , 150•P Se' 71 tf,r Riverton =•_r Heights f f,5.4.41t ---r- --------- 1 - . i >,,,..-... s ip-0-. St i v --- -------4---- t r1't. ti or f 1 \ -f ,..,..A._. -e•-- 514 . 00 / ii.‘''.•4 '*. let - !•.--- --,--- 5 \-3, `i• ----- ,.c. / 443,-1 ..s• \\r'. t t __ :,..--Lik.t.; cor A-41" ; -t - - _ - . ' = - -.t !b; • • v• - t.. 3 tt; ; c. Tv rukvv04, Pky • figittl.eci /vo t th St Is! I ' ---.:•-; .S.Z.1,7;:Se:7: e,::., ,, - Tukwila „--- 1---... / tr..- ,.. , 0 • ' ,.• 1 . . I 1-.' -- _....-•=k-•_,- - ; Are........- 1 - 1 1 1 0 •Al •-•• ' c • ,16 5 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau -for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the Mequacy of design rests totally with the designer. -dciitions, deletions or revisions to these drawings after date will void this acceptance and will require a nmbmittal of revised drawings for,subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: /— 'j -r) -f By: MK A A A A REVISIONS - DATE BY DESCRIPTION APPROVALS REQUIRED CAT" 4 I .• , --Ammodef..1110- r, I - 71_4 1 - •. _ pimimma. 02 Orn \TE PL \Vest. Inc. CIENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. -- 6. JOINING OF PIPE AND FUINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. B. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBIUTY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. • NI" 5 C CONTRACT NAME: CAR TOYS 16901 SOUTHCENTER '4 °Q TU KVVI LLA, WA 1 9 19 J JJ CONTRACT WITH: CAR TOYS 16901 SOUTHCENTER TUKWILLA,WA Fire Systems West 219 FRONTAGE ROAD N., SUITES PACIFIC, WA 98047 (253) 833-1248 FAX (253) 735-0113 WA CL #FIRESWI 140B1 WA ECL #FIRESWI 055LW O.C. FAB BY: / / Q.C. INSTALL BY: / / DESIGNER DATE JOB NO. SHEET o 1-18 - 430 A I OF '% SALES •f ;'GL.I3 CELLULAR 2-4' TJ L - TRUSS I, 2'- 0 O.C- Ir 4STALLATION SECT ION A -A (mating r wrements .� `+ Ai hat, optimum S ,�hyF�yvv6} �� ao w a s nd n the attach - I R b g_and es A p c A eil to plans a Betts U retulc I art AA enloe. Eli 'h ; nd for cors:ru By� t to lnsp� E r � Ui'� 1111 comments and accep antes relate, clu v hetarintte. eC o1 various conditions upon fire Insurance r dit e O. sr, N ' : sparing in any way upon the uestio dt ether ' ue o re has been exercised with Iespect t pe s bI, Iabl it;y�foy rson In. -. "jury or damage to property. It is retugnized-that-hazavels-vihicli-tna7 result in loss still ex's ^ • CA'_ TOYS1 SOUTHCENTER PARKV,'AY 1 PROD CATION GENERAL NOTES 1, S4=2rN.I✓LE/c 5YSTEr-1 FOR NEW TE^,iAr T ALL HANGERS TO EIE = _ /$" C.S *? _ (ZOO COUP A i R t HANGER RrNG ( NO •7 — 3- ALL WALLS 70 UNOERS1b1_ OF J015TS Ur\ILES5 NOTE!, FULL I-4Et0HT C'Xi$TiNIG SYS1E1-1 t5 A WET Pii"C G JL)OEO Y5 TEt"1 Ar?"1 QvERS TO EXISTING PENOANIT Ktiv►tr_ErZS tVOT SHOL.rN FO< CLARITY .ExTErVO NELIA t -7 -OVERS TO N,cxT ;KU:1= NECESSARY TO HANG PIPE ACCOUST,CAL TILE (2' it 2') tN '5E-CU1z'TY ' , 'CELLULAR' , t ' RAI✓10' .(4)c ) 2"FOR ROD 3 -FOR' 1/2 ROD CEILING ct ATF N07 1 NOTE: IN CASES WHERE THERE IS NO SHEATHING OR PLASTER CEILING OR METAL CEILING IS TIGHT TO JOIST, MAKE R00 1 -SHORTER SPECIrY WHEN ORDERING WITH OR WITHOUT CEILING PLATE. PIPE SIZE . DIM A Div 6 0111 C DIM 0 0111 I I- x+2" 1'- W' 2' 3" 11/4- x. 144. 11' vs' 23- , 142. x -Ph' 1. >�, ;t. 2" 3. , i x1" 2 ' 2" z- `2r- 2 ` x . r ' 2' �" 4%' 2- -. 4- '3- x+1,07' 2v7" 4t'2' 4' ' 3v7. x40. t.3- .4 2, 4" - s' x { 0- 3' A" 3" _ 4" 5- X- VI. k 31n: • VI 3' 4' ,E,.. X-1,1. 1 4'12' ,_ %.42' 4. 4' EGEND ®`- r=XiST1^ice SP4st--3KLER (2' Utv0 NEV./ JNKLER ( 1' U.NJ O- ) NE1, - HANGEIR I Z . ELX ATED PEr Ar�IT SPZtiV✓._.E'Z C SP'K11-4-K 0A T SPRItvK_ER TO SPC.N.C,EFC TO 2• I ECI-tAt'4 CAL TEE LE AL F GCEp ?F 2-4 7 !3 Lp� /2!.5E JZ r 1111•01m, 110•1•111 t - t • PA T5 r • v.. -c_ 2. ELEC NIG) CLG I YAir t S ti it_ . _ 2 ,-7--1°- , � i ,; I I1 - -1 FULL Hz -44;4 r yIALL i! -r Trema-': r-4 0C. -0 e r a INSTALLATIQ7N RAOr(> . .........r -i— \t RAE), r) - 18' - O" -Wit 47 U r8' 'f ' FULL HEIGHT 1 Q4__ FIRE v./A L L i • i - hrj WAITING 2'. 0E ,J -Y k� 1 +,.�. —4,2> E 2' 2' ., — 1 .,.... _..._ .._ -0-- — ---i.. CLOO iJ ' 1s;FFIT - `0P IN i 1 F1, STOCK NC CLG . \ bp' 7� _ - -. II- -� ACCEPTED -WITHOUT COMMENTS. PSS NOTED IN RED DftED-tt"Tf ER— The dr wfirtgs'affixecl-hereto-haue.b.eeri— reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance pr subject t ve of this inspection by department DATE: Will! L. CITY OF TU ILA 575.4407 n TUKWILA SIRE DEPARTMENt Please call: 575-440Z and give this job - No. gzrs 0.1"5:) and exact address for -shut- down or restoration approval SCALE: t/g-' = t' - O" 1 U CC GENERAL NOTES 1. All design and installation in accor- dance with NFPA Standards. 2. All materials to be Underwriters Labora= tones Listed and / or FM approved. 3. Overhead piping to be black steel conforming to specifications of ANSI K -FACTOR ' / ASTM A120, ANSI / ASTM A53, ANSI HYDRAULIC DESIGN INFORMATION SYSESIGN FLO AREA OF OPERATION DENSITY MAX. AREA/HEAD STATIC T IDUAL GPM FL B36.10, ASTM A135. NO. REVISIONS DESCRIPTION SPRINKLER LEGEND DEV(CE MFG. APPROVAL CITY OF TUKw; LA DATE SYMBOL DESCRIPTION - ORIF. TEMP. FINISH NO. REO. SYMBOL DESCRIPTION - j ORIF. TEMP. FINISH NO. REO. W5RII FAKE 1-JALL PGR. CrTY; to -a-92 0-1w 92 O s5U t/2' IG5' BRZ_ 7 CONT. N0. 9&cG8 DRAWN BY MARINO* aO T I-1 SPRK. ON SHEET (A: 7 • K: 2-4 ) SPRK. ON JOB Western Stated Fire Protection Company 7102 1807_"-AVE.N.E.-501TE MO5, KEOr1OND:WA 98052 WESTERN STATES FIRE PROTECTION COMPANY—OFFICES LOCATED - DENVER / LOS ANGELES / ST. PAUL / SEATTLE / DALLAS /HOUSTON /ATLANTA Phone: `20C, - B s I - 0100 FIRE. SPRINKLER PLANS TENANT IMPROVEMENTS CAR TOYS SOOTHCENTER GG7t"Ir-1L r'4ICATIQNS / EL=CTS O CICS 1C.01 SOUTt-4C.ChIT!<RR' PARKWAY TU KW I L A , WASHINGTON NORTH SHEET FP - 1. CONTRACTOR ate8Sr C/) 81,402 S V1o2ua1 39 - SALES .r►T.I►''44►'''I CELLULAR 24' TJ L - TRUSS 2' - 0" O.C. INSTALL ATION SECT ION A -A 5CALE: Iib" = I' - 0" SOUTHCENTE RETA! L BUILD INO K15EK J //A• CAK TOYS L SOUTHCENTER PARKWAY JEC.I. iOCATION GENERAL NOTES I. 1'10DIFY SPRINKLER SYSTEN FOR NEW TENANT 2. ALL HANGERS TO 13E : 3/8" C.S.Iit. , ROD COUP, A T. R.i 3 HANGER' RING (NO. 7 ) 3_ ALL WALLS TO UNOERSI0E OF JOISTS UNLESS NOTED FULL HEIGHT 4. EXISTING SYSTEM IS A WET PIPE GRIPPED SYSTEM AMI- OVER TO EXISTING PENDANT SPRINKLERS NOT SHOWN FOR CLARITY EXTENo NEW ARr I- OvERs TO NEXT TRUSS IF NEcESS ' V TO HANG PIPE 7. ACCOUSTICAL TILE (2' x 2') IN 'SECURITY , 'CELLULAR , 3 ' RA010' (4X ) GENERAL NOTES -1. All design and installation in actor dame with NFPA Standards. 2. All materials to be Underwriters Labora torics Listed and / or FM approved. .rhead piping to be black steel - .!iforming to specifications of ANSI / ASTM A120, ANSI / ASTM A53, ANSI B36.10, ASTM A135. 2"FOR .4 ROD 3" FOR V2 ROD D CEILING PLATE N07 NOTE: IN CASES WHERE THERE IS NO SHEATHING OR PLASTER CEILING OR METAL CEILING !S TiCHT TO JOIST, MAKE RDD 1 -SHORTER SPECIFY WHEN ORDERING WITH OR WITHOUT CEIL NG PLATE. PIPE SIZE DIM A DIM 8 DIM C DIM 0 DIM E 1" x42" 1 • h" 2" ' 3" 11/4" x* 1 Y." 11/." 34" 2" 3" 14- x..130.2' 11/2' 4e" 2" 3' 2" ' x+1 " 2" ve" 2" 3" 211- x+1" 2- W,' 2" 4" 3" x+1/2" 21" 1''e" 2" 4" 31" x+0,. 3' Ve" 2" 4- 4" x+0" 3" t DRAWN BY MARINUS 130TH 3" 4' 5'• x-Yz" 3'/2 >h' .3" 4" ` 6" x– „" 41/2-W 4' 4" LEGEND 411011, EXISTING SPRINKLER PIPING (2" U.N.O.) •E •R 0 NEW SPRINKLER PIPING ( 1" U NEW HANGE1K EXISTING PENDANT SPRINKLER RELOCATED PENDANT SPRINKLER EXISTING UPRIGHT SPRINKLER OA. UPRIGHT SPRINKLER TO SE ADDED * PENDANT SPRINKLER TO DE PLUGGED 2» 1 MECHANICAL TEE •A PeNaq Ad -r S1'(2-1NILLC7Z- �,GXt�OSc-�r ADtJ • (aL 9 1°21 NK-LEe- b..a.'c.G'wL-L-'0_\j Pc Oe. -0 HYDRAULIC DESIGN INFORMATION 3a 241 12 3 REVISIONS SPRINKLER LEGEND Iv 1 2• �L u w 4 IL) 0—r P�5 Lr412Yz oat S - 2" 18' -O" 18' - 18' - 0" 0 0 WAITING PARTS U) Qv LD F t C Cz---O p' To L 1 �,-1 rs j�l�NiD i–r Iru LC1J U ►aa-( 604 t 4d 5 1 Ws� ✓fiz L Z'1 G -W 13 co...', No t=X•et)s , ton ausTF65 CELLULAK SOFFIT SHOP FULL HEIGHT WALL STO C K NO CLG. 1Z�P.B Rly KADIO LUNCH DALES NO CLG. * H --0 — — ---0— -- * 1' SECURITY CLOUD CORRIDOR KADIO co N z oN WITH 02141 N!`1 L SP21 N K-l_G; Pc-", DEVICE MFG. 12— C.cAvp CS0 (= IT OIG Pc -L) 4 C, Go r2 -I2 -e -z_ -r ply T`z 1 o rA --0-- • MEN 0 WOMEN R SOFFIT TUKWILA FIRE DEI"Aft1rMel' ' Please call: 575.4402 and give this job No. Zs0 end exact address for shut. down or restoration approval; FLOOR PLAN ACCEPTED [WITHOUT COMMENTS. u AS rNuILI) 114 KLU 0 PER THE ATTACHED LETTER 5CALE: 1/8" _ APPROVAL CITY OF TUKWILA SYS - ' ESIGN FLO A T NO. DESCRIPTION DATE SYMBOL DESCRIPTION ORIF, TEMP. FINISH NO. REQ. SYMBOL DESCRIPTION ORIF. TEMP. FINISH NO. REQ ' WS R O western ouwies Protection 7102 180114 AV E.N.E. SUITE AIO5, REDr1C iPERAT1sN I I FIRE WALL 10-8 92 f 0 SSU I/2' IG5' Britz- 7 CONT. N0. 9gLoa8 DENSITY (DUAL 2 P'Iz CITY ' REVIEW 10-14 92 t DRAWN BY MARINUS 130TH MAX. AREA/HEAD GPM F g' 3 LARGER CLOAD 10 -20 -?2 SPRK. ON SHEET (A: 7 r K: 2-'I ; K -FACTOR DATE & TIME A s 301t.-"1" 11-2.-,V1.- ;31 _I {' SPRK. ON JOB , WESTERN STATES FIRE PROTECTION COMPANY — OFI DENVER /LOS ANGELES / ST. PAUL !SEATTLE /DALLAS !NOL Phone: '20 - 881 - oic DATE 10 - 02 - 1992 Fire The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: _// 0 47 CITY OFrfiUKWILA 575-4407 FIRE SPRINKLER PLANS TENANT IMPROVEMENTS pany >NO, WA 98052 ICES LOCATED STON / ATLANTA 0 CAR TOYS SOUTHCENTER GOI"II--IUNICATIQNS / ELECT.ZONICS IC ,901 SOUTHCENTER PARK WAY TUKWILA , WASHINGTON NORTH .SHEET FP - 1 d eesr eL1O- z!i,J U ,?3I t } 24' TJL TRUSS 2 O' OC CEILING SALES CELLULAR INSTALLATt©N SECT ION A -A 5CALE, if8" t Q" ELEC NU CLG PAICY5 WAITING L SOViHCENTER"/ RETAIL BUILDING • 1 .'* r z i - ' , r ( .f - .a. -+.iwar-,�—�p�4t s• ISADU F'IG►-HT WALL STOCK NO CLG_ 1°A .+1C) LUNCH BALE S OR' SOUTHCENTER - A RKWf FROECT LOCATION GENERAL f- NOTES 411111001‘• - 4+�0111.... ANOMIE. LEGEND r I"10ZIFY SPRINKLER' SYSTEr1 FOR NE'LJ TENANT - 2 -- ALL -HANGERS TO BC-- 318r CS R_ ROO COt.7P. ART g 3 HANGER RING 3 ALL - WALLS TO UNDERSIDE OF ,ROt5-r5 UNLESS NOTE_ FULL R-4EIGHT 4 LX ST -INC 5Y5TE -1 15 A, WET PIt�E GmtoctEO SYSTEt'L -5 Agri- OVERS TO EXISTING= f ENCIAr4T SPRItvKLEKS NO7 SI-IOWIN4 _ FOR CLAKITY 'FLOOR PLAN r GENERAL NOTES HYDRAULIC DESIGN INFORMATION REVISIONS SPRINKLER LEGEND - DEVICE MFG APPROVAL CITY Op TUKviILA 1 All design and installation in accor dance with NFPA Standards 2 All matenals to be Underwriters Labora- tones Listed and / or FM approved 3 Overhead piping to be black steel conforming to specifications of ANSI / ASTM A120, ANSI / ASTM A53, ANSI 636.10, ASTM A135. ESIGN DESCRIPTION SYMBOL DESCRIPTION ORIF TEMP FINISH NO REQ SYMBOL DESCRIPTION ORIF TEMP FINISH AREA OF OPERATION DENSITY $ MAX AREAMEAD K -FACTOR STATIC V21 tG5' BRZ- CONT NO gat c a T Western States Fire Protection Company FIRE SPRINKLER PLANS - TENANT IMPROVEENTS --:I` SHEET FP - i OCT 1332 7102 180M1 AVE N E - 5UITE A105- REDMOND WA 98OS2 DATE & TIME WESTERN STATES FIRE PROTECTION COMPANY—OFFICES LOCATED DATE " IO - O2 - 1992 - DENVER LOS ANGELES/ ST PAUL/SEATTLE/DALLAS/HOUSTON/ATLANTA Phone 0a _ $8 t - 0100 - �s e _ -V—`' -- - _ _ 1 ,?s a 3 x .�.}d - �.s -v51'�• ' -- - _- r_ ��sL _te>._ t_.a._ _�►.��.- - - '--"'"=.ae:#_-j.- - �`�-re...==_z CAR TOYS SOOTHCENTER cCJrlr-ILJNJt ATK NS / ELECTRONICS, 1x901 SOOTHCEI-fTER PARKWAY - TUKWILA , WASHINGTON_ OF - 2Se8St 21402 8 002105133 t 1 t 4 E. 2 a 4 Or 1 11H 041.4 V,! A* qr w1. Yii ho '+ t 4 Mr - 4, 3 SALES CE:d • \/.7\/- \j\ /\,/ //\ CELLULAR 4 24' TJE., TRUSS - O' O C INSTAL L ATION SECT ION A -A t SCALE. Itg" ,. 1 - 0- SOUTHCENTE RETAIL _ BUILDING -- • RISER � _ y 1 r • SOUTHCENTER - PARKWAY 1 PROJECTLOCATION Ar- = GENERAL NOTES 1 "IDOtr'r`f SPRINKLER SYSTEr1 FOR NEW TENANT 2 - --ALL HANGERS TO ME_ 3/8' C.S R R00 COOP, A -T rz t HANGER RING 3� ALL "WALLS TO., UNOERSIPE OF JOISTS UNLE3S NQTELI FULL _NE1GI-(T ` _ 4 _ CXrSTNG 57,5TE1"1 IS A WET PIPE GliQOEO SYSTEM x S - ARI'9 - CT/ERs— TO EXISTING PENDANT- SPRINKLERS NOT ` SHOWN FOR- _CLARITY_ GENERAL NOTES f i LEGEND Aar •Mir EXISTINIC SPRIIVKLER PIPING (2' UN 01 NEW 5PRIf'4KLER P1PIIVG ( 1" -V 1V 0 I NEW I-IANGEIR .E dR E)C#STING PENDANT SPRINKLE12 RELOCATED PENDANT t ANT SPRINKLER 0 EXISTING -UPRIGHT- =SPKINKLEK _ 04 UPRIGt-IT SPRINKLER TO /SE ADDED 'At PENDANT SPRINKLER TO Lz PLUGGED r 2= I- rIECI-4ANICAL TEE HYDRAULIC DESIGN INFORMATION 4 37 30 _7 14 Fx s 7 i _ 4 --i Ju Jr 3`' ;!L k, H; 4 X18 - Q' 18 y- Cr .. lg _ cr i8 _ 0° l .77 INSTAILAIIION WAITHVG FULL HEIGHT WALL CORRIDOR SeCORITY 1 -All design and installation in accor - dance with NFPA Standards tones Listed and / or FM approved 3. Overhead piping to be black steel conforming to specificabons of ANSI / ASTM A120, ANSI / ASTM A53, ANSI B36.10, ASTM A135 - REVISIONS DESCRIPTION SPRINKLER LEGEND DATE SYMBOL DESCRIPTION FINISH DESCRIFTION FINISH AREA OF OPERATION DENSITY MAX AREA/HEAD K FACTOR IDUAL GPM FL DATE & TIME 4 SPRK. ON JOB 30 - DATE t0 OZ 1992. Western States Anse Protection Company WESTERN STATES FIRE PROTECTION COMPANY — OFFICES LOCATED DENVER / LOS ANGELES / ST PAUL/SEATTLE/DALLAS/HOUSTON/ATLANTA _ FIRE SPRINKLER PLANS - TENANT IMPROVEMENTS OCT NORTH C-3 Nuommigammommimmig CT 1392 SHEET OF r s • ee- z ,rnµi +,qry+ t PFIRRIra+f At m • • r • 1 1 24' T -I L TRUSS 2 0 O C INSTALLATION AL i SET ION A -A SOUTHCENTE RETAIL' BUILDING gistic • T e 1 SOUTHCENTER PARKWAY PROJECT 'LOCATION GENERAL NOTES 1 _ ]`1Q0tFY SPRINKLER SYSTEM FOR NEW TENANT 2 ALL HANGERS TO 15E '3/8` G5R ftQQ COUP AT k- # HANGER RING _ 2 3 ALL WALLS TO UNbECZSIDE OF JOISTS UNLESS NOTEh FULL 14EIGHT ` 4 EXISTING SYSTEM IS _A %JET PIPE GRII:30E0 SYSTEM 5 ARM AVERS TO EXISTING PENDANT SPRINKLED NOT SHOWN FOR CLARITY 1 aa - s LEGEND EX1ST tNIG SPRINKLER PIPING L2 UN.O .ANEW *PR iNIKLER PIPING ( I UN 0 / - NEI HANGER 37 •E e'XISTINC,, PE1vnANT SPRINKLER • R RELOCATED PENDANIT SPRINKLER - 30 Q EXISTING UPRIGHT SPRINKLER OA OPRIGI-fT 5PRHNIKLER TO SE ADOEO ? * PENDANT SPRINKLER TO .'LUGGED 14 • ' 2= 1 NH ECANICAL TEE e _ G 1 a. it x 1 • 1 t I r t 1 is r ea - _18 I. ergo ELE'C MU C.L.C. OW r an. ..r \ \ \,7/ N. t \ _._...._...0...._., k � oaf rinommeng L. . z� IN3rA74 AT19N t PART 5 , �dAIT(NG f E 0 ' '\ ` \ , M �0 \ Ex \0 N •% �� ti \ x %% l\ ,X i, - / I f/ \ ' f 1 r GLB SOFFIT 1 2 1( —0 1 STOCK- i`KI CLG LUNCH —0-- of rtr x SALE S NO CLG ,k --.�—..--0— — 3 4 2 {L_ SECURITY CLOUT? COR RI DOR 2 1` SOFFIT -FLOOR PL AN ma - NORTH - GENERAL NOTES 1 All design and installation in accor dance with NFPA Standards tones Listed and / or FM approved 3 Overhead piping to be black steel conforming to specifications of ANSI / ASTM A120, ANSI / ASTM A53, ANSI B36 10 ASTM A135 AREA OF PERATION _dad -',TICE1111 .111111111111111 11110,411111,k2/11 HYDRAULIC DESIGN INFORMATION DENSITY MAX AREA/HEAD K -FACTOR FLO GPM F1371711. DATE & TIME REVISIONS - NO DESCRIPTION • DATE SPRINKLER LEGEND DEVICE MFG SYMBOL DESCRIPTION 55(3 ORIF TEMP FINISH NCI RED SYMBOL DESCRIPTION FINISH NO RED CONT NO 9tflaG DRAWN BY MA RINtiS aon-t SPRK ON JOB 30 Western States Fire Protection Company 7102 180T -t* AVE 1\1.e --- 50ITE MOS REDrioND VA 98052 WESTERN STATES FIRE PROTECTION COMPANY— OFFICES LOCATED DENVER /LOS ANGELES/ST PAUL / SEATTLE / DALLAS / HOUSTON / ATLANTA Phone 2c,a Sat oloo FIRE SPR,NIKLER PLANS _TENANT IMeROVEMENTS RI MI 1992 CC LLI Lu CC CC SHEET OF -1 SYMBOL DESCRIPTION ,ORIF TEMP FINISH NO RED SYMBOL DESCRIPTION ORIF TEMP FINISH NO RED 0 550 7 F L i r V X Z i i SALES CELLULAR' INSTALL ATlON SECT ION A -A ' SCALE It8" t - O" SOUiHCENTE RETAIL BUILDING R15R 033 nor- ET3' SOUTHCEN7ER PARKWAY FROJEGTLOCAT!ON GENERAL NOTES 1" 1ODIF"Y 'RINKLEK SYSTECI ` FOR NE%4 TENANT ALL HANGERS TO e..E 3/8 C 5 R ROO COUP AT tZ 4 HANGED RING 3 ALL WALLS TO C IOEKSIDE 0F' J0tSTS UNLESS NOTE6 _ FULL 1-IEIGHT 4 CX STIN .. C SYSTEM IS A WET PIPE GRIOOEf3 SYSTEM ARrl OVERS TO EXISTING PENDANT SPRINKLERS NOT- SHOWN FOR' CLARITY LEGEND - IIIIt MOW EXISTING SrRtNKLER PiIddNQ t2 ti N O ) NEW P14.11tikLER PIPItvG ( I ) N 0 1 / NEW HANGER •E EXISTING PEriJ ANT SPRINKLER • R RELOCATED PENDANT SPRINKLED _0 EXISTING OrRK;HT SPRINKLER OA Uf'R[GT SPRWKLEIZ TO 6E AIDC]ED * - PENDANT SPRINKLER TO 12Z23L.,UGGED U 2 I MECHANICAL TEE 37 -30 7 14 -G A is 18 ELEC NO CLG PARTS 18 O 4 1 a 1 t r--,?..\ 0 1....:N:f : \ fj''' 0 C - "P''' RADIO- S 1 to I cri CORRIDOR FLCOFR PLAN -SCALE 1/8 CC LLt Lu CD LU eatemet NORTH GENERAL NOTES 1 AN design and installabon in acCof dance with NFPA Standards , 2 All matenals to be Underwriters Labora tones Listed and / or FM approved 3. Overhead piping to be black steel conforming to specifications of ANSI / ASTM A120, ANSI ASTM A53, ANSI B36.10 ASTM A135. HYDRAULIC DESIGN INFORMATION REVISIONS SYS ESIGN NO DESCRIPTION DATE AREA OF OPERATION DENSITY STATIC DUAL MAX AREA/HEAD -FACTOR GPM FL DATE & TIME SPRINKLER LEGEND DEVICE MFG APPROVAL crry, or Tukvii LA CONT NO 961Q,G8 SPRK ON JOB ZO Western -States fire Protection Company WESTERN STATES FIRE PROTECTION COMPANY—OFFICES LOCATED DENVER [LOS ANGELES / ST PAUL /SEATTLE t DALLAS HOUSTON / ATLANTA Phone Ica 418 t oloo TENANT IMPROVEMENTS CAR TOYS SOOT HCENTER utn SHEET OF 2 0. SALE -5 SGL CS CELLULAR 21 -7-4L, TRUSS 2 0 OC INSTALL ATION 1 t SECTION A -A :SCALE' lig - r MEP SOUTHCENTER"/ RETAIL BUILDING Iz ISE r 0 1 110.11•111 - is CAR TOYS SOUTHCENTER PARKWAY PROJECT LOCATLON a L, GENERAL NOTES MODIFY -SPRINKLER SYSTEI`1 FOR NEW 'TENANT "2 ALL HANGERS TD f C 318 CSR ROO COUP A T # HANGER' RING _3 ALL WALLS TO DNOERSIOE` Or .FOISTS UNLESS NOTEA FULL l-1EiGHT 4 EXISTING SYSTEM 1.3 A --WET PIPE GR:OOE4 SYSTEM 5_ ARI"! OVERS TO EXISTING PENDANT SPRINKLE! S NOT SHOWN FOR CLARITY rp r a a- _ LEGEND IMF OM. EXisTIING SPRINKLER PIPING t2 U N 0 ) NEW 3PKtt4KLER PIPING ( 1 IU N' 0 / NEW HANGER OE EXISTING FEN�ANT SPRIN•CLER •Z RELOCATED PENDANT SPRINKLER EXISTING -UPRIGHT SPRINKLER' OA DPrzIGHT SPRINKLER' TO nE AOOW * PENDANT SPRINKLED TO f3E PLUGGED -__ • 2 r t r ECHANICAL -TEE - 37 30 14 t 1.0 1 1$ - 18 0 18- O" - 8 -1 al FLOOR PLAN SCALE f /8 i - aTe 4 CC W s CrCC GENERAL NOTES `„HYDRAULIC DESIGN SYS I ESIGNi INFORMATION FLO1T • REVISIONS DESCRIPTION DATE SYMBOL SPRINKLER DESCRIPTION ORIF LEGEND TEMP FINISH _ NO. REO I SYMBOL DEVICE DESCRIPTION ORIF MFG TEMP _ FINISH NO REO APPROVAL CITY OF TOKwILA 1 All design and installation in accor dance with NFPA Standards 2 All materials to be Underwriters Labors tones Listed and 1 or FM approved 3. Overhead piping to be black steel c/oASTM Al ANSI / ASTM A53, ANSI B36.10, ASTM A135. AREA F OPERA ` STATIC _ Q550 1/Z IGS 7I- a :CONT NO - DENSITY i moi ., DUAL ®- --®�!- 1���} • . =. MAX. AREA/HEAD 111Pirgillt GPM FLS' 1 - p 1111 SPRK ON SHEET C A 7 r K 23-) K -FACTOR �� DATE b TIME �` -� -- �� _�- ���� SPRK ON JOB 30 `- __ s. `x .._ �■- -_. 11- IWE 10OZ lvgz Western States Fire Protection Company 71032 I8QT'” AVE N E, 5t3rTl= AI05 REDrtONO WA 98052 WESTERN STATES FIRE PROTECTION COMPANY—OFFICES LOCATED DENVER / LOS ANGELES/ST PAUL / SEATTLE / DALLAS / HOUSTON / ATLANTA Phone '20c $8 t OIOO FIRE SPRINKLER PLANS - TENANT IMPROVEMENTS_ _ CAR TOYS S O0THCENTERi-U C0r1r-7VNIC ATIONS / ELECTROf-TtCS n IG;901 SOUTI-ICENITER PARKWAY i- 1 1) TUKWILA-�WASHING-TON 48t NORTH SHEET FP OF Q CC 11— U -nem. 8002 d 1402UDF133 It 18'-O" 4'-0" 20'- 0" 18'-O" 18'- 0" FILE 2 ii 1,10P. — L OPENING AT '8'-0" HIGH SE SHT. S-1. - -STRUCTURAL-DETAILS-FOR -CON-Ng-CT-ION - OF SUPPORT J v a STOR-AG-'E-DECK ABOVE- — - - - - CONT. OVER 3-1/2" SS STUDS 5/8" GWB TYPE'X' TO ROOF ' DECK 4 STALL 4T-1- -\1� - _ - --- -- �- 411 1 3-5/8" MTL. 111 OF STUDS TO ROOF DECK. TYP. SSS s RATED WALL OF TRACK c EXTEND WALL TO DEMISING WALL ABOVE -DECK _ PLATFORM ®12" AFF CELLULAR a a ®lla ®®®eo e gtrig SALES eg EXTEND TO EXT. WALL- �S - a. •u. Nak 1111,R 41, 4. SECURITY ACCEPTED Without Comments As Noted In Red Per The These plans have bee re, owed ' y The Tukwila Fire Prevention Bureau for onform;Ance with current city standards. Acceptenc is subject to errors and omissions which do not authorize violations of adopted - standards and ordinani: as. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions revisions to these drawings after this date will void thiks:ceptance and will require a resubmittal of revised'drawings for subsequent approval. Finat acceptance is subject to field test and inspection by' The Tukwila Fire Prevention Bureau. Ott Date: %a By: TUKWILA FIRE DEP RTMENI Please call: 575-444! 7 and give this job No. OD 'and exact address for shut- down or restoration . pproval. CD N MATCH ANGLE OF ROOM WALL CELLULAR 4'-0"J8'- 0" SLOTWALL 21° 4.-•;•:cfmagitmoreor -vwwwww -400r _ l .'worm: mior .y r . y.. w:• WOOD FRAME THIS ROOM ONLY PROVIDE 36"x24" ACCESS PANEL AT .0'-0" AFF 6'-6 3/8" 9 5/8" 21'-10 1/8" 9,- 5/8" LOCATION/INSTALLATION OF FQ'LDING SECURITY GATE. BY OTHERS CFireMasfer) 505 Puyallup Ave. Tacoma, WA 98421 (253) 383-3804 Confracfors license / IUSTEPC0770S LINE OF EXISTING SOFFIT CommuicationsiBectronics 16901 SOUTHCEI TER PARKWAY TUKWILLA, WASHINGTON ARAM \PROVIDE 30"x40" EXTEND SOFFIT TO EXISTING AECCSS PANEL AT 10'-3 5/8" AFF SOFFIT TO ALIGN NEW POCKET DOOR 0' AFF LEGEND/EQUIPMENT LIST SYMBOL TY ITEM DESCRIPTION I Vc0 PART NO. a. Add2" 165 deg 'CH Sem Rec SSP REL Mod G ,i Existing SSP (not all shown) Existing SSU (not all shown) Existing 2" branch lines r_, Existing 4" Main NOTE: OWNER TO PROVIDE FILM OVER OPPOSITE NEW WALLS BY GC TYP.. GLASS GENERAL NOTES: 1. Design & installation to be per NFPA 13, 99 Ed. & A.H.J. 2. Sprinklers to be U.L. Listed. 3. Sprinkler spacing to be per - light hazard occupancy. 4.. Piping to be Sch 40 B]:k A153. 5. Fittings to be Black cast iron. 6. Hangers to be NFPA 13 standards. 7. `;Pipe sizing to be per light. hazard pipe schedule. SPRINKLER PLAN Scalp: y7 " c - Date: ra-67-o0 Drawn: •T CAD File: Sheet 1 of 1 7:0 70577.;72 2 CA n .112)4 w,y/VA 46 ROI. Nf`ic, Jo' 5—Z ex/ST/N4 CSR/0 • 2 4-- I +—/ 0 Z EwST/N�j �T 4 Z • /vew o,,S1 4,002 8-O 2 7-6 2 /7 jcZ,00/Z i°4.47/11 vtNERAL NOTES . All material and equipment to be new and underwriters approved- . Piping dimensions are end to end. (e- d') Earthquake bracing shall be provided in accorcbn r" wit 1 NFPA pamphlet number 13. �. Pipe hangers and method of hanging to be in accordant I with NFPA pamphlet number 13. I S. Piping shall be accordance with pamphlet number 13. i 6. Joining of pipe and matings, threaded and welded shall t ' in accordance with pamphlet number 13. 7. Owner to provide adequate heat to prevent water in pipe I from freezing in areas protected by a wet pipe sprinkler system. 8. Structural adequacy of the building to support the sprinkler piping is the responsibility of the owner and / structural HANGER LEGEND A L. HOOK 1 COACH SCREW ROD c BEAM• (IMP & RET. TRAP 0 EYE ROO - • WPM BOLT FLUSH SHELL 0 BIDE BEAM BRACKET: . M BTS. SEE BEAM BRACKET UNIBTRIUTLCLAMP - U- BOLT- L- BRACKET OLI t.BRACKET r MACHINE THREAD ROD M TOGGLE BOLT D !r POWER CEILING RANGE LONGI TRAP • SHOT CLP 1' TRAPEZE ( SEs: DETAIL) v PPE STAND WRAP- PROMOu HOOK Y RISER IS N 0 ❑ ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for co ifol-mance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances The responsibility for the adequacy of design rests totally witn the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: "7-,),3 o By: /�"� ,01 fUKWILA FIRE DEPARTMENT Please call: 575.4407_ and give this job No. O-4- /"- and exact address for shut• dawn or restoration approval. gio/L/ /// 1 SPRINKLER INFORMATION CANOPY INFORMATION SYMBOL R• QUANIIY TEMP MFR. • MODEL /SS'r' /24-44:76A9 74- 4-X/ST/.rtes - S.S• ' PI Z - !/ vh47,4/4 /07 iI TYPE mac, 11 FINISH h A?S ^1 - MFR. MODEL ViX//t/c3 FINISH TOTAL C/9/z 7V %S sQv7-�Y�E�v7��z /G/9fr/4-u/1"/ z� /e -/R4" j'z06) r7s'- (4a7 44/9_5- S727TE co,v7?', U.; C cla JUL 1 8 2002 . 7j -f,' /e SE,g77-/T; ,?Z/3 Z • se -47-74e- .-//e6--- YS/A1C, Po, Box 180/9 sf977-z±; w.9. 98/¢8 (2040 988- 87f/ CrFA 7T7Y5 SoUT//c4-N/7.E/Z 12. 97e/«/h' y 7', -'/L.// 6,49. £vMt W a y ,d49TE J©/J 4/ca. 7//5'/o Z O 2.00 ©, / FIRE ALARM LEGEND Qty Symbol Description Manufacturer Part# Mounting 1 LETTER FIRE ALARM CONTROL PANEL(EXISTING) QTY AWG SELF CONTAINED FACP 1 1 ADDRESSABLE SIGNAL BOOSTER POWER SUPPLY SILENT KNIGHT SK -5495 SELF CONTAINED BPS# 3 le MULTI CANDELA CEILING MOUNT HORN/STROBE WHEELOCK AS-24MCC-FR 4 SQ DEEP 2 SD MULTI CANDELA CEILING MOUNT STROBE WHEELOCK RSS-24MCC-FR 4 SQ DEEP 3 BPS #1 ADDRESSABLE PULL STATION SILENT KNIGHT SD500-ADH SINGLE GANG F 2 C DUCT SMOKE DETECTOR SILENT KNIGHT SD500-ADH SURFACE 2 #14 ADDRESSABLE RELAYMODULE SILENT KNIGHT SD500-ARM SURFACE ARM 0.000 METALLIC RACEWAY SINGLE CONDUCTOR WIRE LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND COLOR AWG QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 THWN-SOLID A ADDRESSABLE INITIATING A 16/2 - FPLP 1 #162 RED + RED #16 1 0 BPS #1 CIRCUIT 0 - 0 0 = 0.000 BPS #1 - BLUE #14 1 THWN-SOLID c HORN / STROBE C FPLP 1 #14/2 BLUE + WHITE #14 1 CIRCUIT 0.000 0.000 - BLACK #14 1 THWN-SOLID G 24V DC POWER G FPLP 1 #14/2 BLACK + RED #14 1 AS-24MCC 15CD H/S 1 CIRCUIT 0.000 0.095 0.095 AS-24MCCH 177 CD H/S CABLE COLOR SUBSTITUTIONS ARE ALLOWED ON ALL LETTERS EXCEPT H, 1, K L. IF SUBSTITUTIONS ARE MADE, WIRE AWG & TYPE MUST REMAIN THE SAME & LEGEND MUST BE UPDATED & MATCH CORRECT WIRE FUNCTION. MULTI CONDUCTOR CABLE COLORS AVAILABLE: 162 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE. 14/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE, BROWN, BLACK THWN SOLID COLORS AVAILABLE: BLACK, WHITE, GREEN, RED BROWN, YELLOW, ORANGE, PINK, PURPLE, BLUE, GREY Pacific Fire & Security, Inc. Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL20NE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN - DELETED BLUE - NOTES TO DRAFTER Without Comments AsNoted-in Red - Par The ; � tt3 lied Letter i nese plan - r' -r 4 it -y The Tukwila Fire 1 Final accep since is subject to field test and inspection ON, I The Tukwila Fke Prevention Bureau. Date: J 7 p $ By: / - - Prevecr3ri w ;.l current city r_, roe sand /� i,eJu.`a,Jns of adopted itar for the i tie designer. i.,�Jnig c^_E c.�,_-„ ., i ._-✓. _a'1' i' i er. q} r� C dravwings atter rs c_•€? v ; i' +, t win require a resuoi-n:tt..;i o `,.r uosequent approval. J I tUKWILA FIRE DEPARTMEtt" Please call: 575-4407 and give this job No. O 8 - L)S.r and exact address for shut. down or rest;:ration aoorovsl Dvt,-l- (1lefevlors -lO rf?oaf- V CEILING 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR 1 A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presentee to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. Power Supply Battery Load Calculations Voltage Drop Chart for Mattress Depot 11 Current Load Starchy: Alarm: Panel Circuit Area Distance Amps Voltage Drop BPS #1 55 Mattress Depot 700 - - 1.185-; Gam- 2.547 0.000 BPS #1 S6 0 0 BPS #1 S7 0 - 0 0 = 0.000 BPS #1 S8 0 0 0 - 0.000 Pacific Fire & Security, Inc. Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL20NE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN - DELETED BLUE - NOTES TO DRAFTER Without Comments AsNoted-in Red - Par The ; � tt3 lied Letter i nese plan - r' -r 4 it -y The Tukwila Fire 1 Final accep since is subject to field test and inspection ON, I The Tukwila Fke Prevention Bureau. Date: J 7 p $ By: / - - Prevecr3ri w ;.l current city r_, roe sand /� i,eJu.`a,Jns of adopted itar for the i tie designer. i.,�Jnig c^_E c.�,_-„ ., i ._-✓. _a'1' i' i er. q} r� C dravwings atter rs c_•€? v ; i' +, t win require a resuoi-n:tt..;i o `,.r uosequent approval. J I tUKWILA FIRE DEPARTMEtt" Please call: 575-4407 and give this job No. O 8 - L)S.r and exact address for shut. down or rest;:ration aoorovsl Dvt,-l- (1lefevlors -lO rf?oaf- V CEILING 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR 1 A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS LOWER TO A.D.A. GUIDELINES. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presentee to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. IMPORTANT NOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an inspection. Power Supply Battery Load Calculations Current Load Starchy: Alarm: Device Type Oty Amps Total Amps Total Main System Board 1 0.075 0.075 0.175 0.175 0.000 0 0.000 0.000 Signal Circuit (85) 0.000 0.000 RSS-24MCC 15 CD ST 2 0.000 0.065 0.130 AS-24MCC 15CD H/S 1 0.000 0.095 0.095 AS-24MCCH 177 CD H/S 2 0.000 0.480 0.960 0.000 0.000 Signal Circuit (S6) 0.000 0.000 0.000 0.000 Signal Circuit (S7) 0.000 0.000 0.000 0.000 0.000 0.000 Signal Circuit (88) 0.000 0.000 0.000 0.000 0.000 0.000 Total Panel Loads 0.075 Amps t360 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours Alarm Current Load: 1.36 Mips For 5 Minutes= 0.114 Amp -hours 20% Derating= 2.297 Amp -hours Total System Current Load: 2.297 Amp -hours tutinimum Battery Pair To Be Used: 12VDC 7 Amp -hours EOL 4.7KD 177cd 177cd 15cd SPARE CIRCUIT SPARE CIRCUIT SPARE CIRCUIT 15cd 15cd TO 120 VAC DEDICATED CIRCUITS -.al SILENT KNIGHT SK -5495 BPS 1 A,G i EXISTING FACP lib A,G FIRE ALARM RISER N.T.S. ARM Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization a Stairwell Completion Date: _ b Elevator Completion Date: 5 Sprinkler System (100% Complete) All Valves in normal condition. Completion Date: 6 Interior Building Construction. Completion Date: (Le. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Furniture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Phone line (lines) must be installed and active. I 114 Fire Alarm Monitoring - Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: Completion Date: ❑ 2 Elevator Monitoring GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST flit =ET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST .TiGRATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL. ELECTRICAL CODE SECTION 760. THIS IS A POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATION ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTOR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS. THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECT" ORIGINAL DESIGN CRITERIA. PAID SEP 11 2008 Tukwila Fire e "\F-"tF)c /'fd/ S e 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: vwww.pfs.bz FILE COPY ■ ISSUE DATE: Project Manager: Rick Martinez Design: Scott Haynes Drafter: SEH Job Number. 08-F280 Recived Architects Pian: 09-03-08 09-10-08 PFS REVISIONS REV DATE DESCRIPTION 1 09-08-08 PERMIT SET FIRE ALARM COVER SHEET FAORO 2" CONDUIT INSTALLED & PROVIDED BY -OTHERS---- — ; i 1 ; I ! 1 ! ! 1 1 1 i I I 1 - -.. . ; i lon immin f, • ., ....-_.;:.:,_.;-.-...-.;... ' .. __--.— _ _-_—_______ _ -r . ---.4 I 1 1 1 BPS1 FACP I I • ' ; • ' - - • -7 - : ! • EXISTING A,C,G - --1 I L -4-- , - I , i • Tr• , ! A ; _ i I 1 1 !--- •-•••••• --,' : I i I , i , 1 1 15cd H5-3 c ININNIMMI 1 177cd H5-4 ;11 L. ; 1 ; I EOL INDICATING CIRCUIT H5 177cd H5-5 P.-TO DUCT DETECTORS TO BE MOUNTED BY MECH. FIELD VERIFY LOCATION. I 1 I I .-- ‘, ....-- , , ' ; . i 1 1 1 i •.:••• \ i 1 --- ---' ---- --------- -------------.- - ::-..-:-' :-...- --- -'''. --- -- --- '.--- --i.-:1:—; ss. I 4 t ..,.. ••., ,- , ••• ' 4 i ,; . .„, I 1 . 1 , 4 \ ., ..- .• ; , i ...• >• .," 1 1 .11 i, , . 1 1 f. r- 1 f---1 17: i 1_2 „! • • .1 , ; I . t •.... , . • _ L \ I ' . , . ; !--••••• - : _3 1 I; t- - . • ^ -• : • 1 !1 ; ; . i I , I P.,-- ----- --- . 1 1 ; i 1 i I 1 I I i 1 r' _ •,_ •_ _.•. ' I ; 1 1 t1 i 1 1 - - I I I I I I I I i I , 1 1 1 1 1 1 1 I ill 1 . A . _ ! 1 41 1 1 : A I / 7 FIRE ALARM FLOOR PLAN SCALE: 1/8"=1'-0” 1 A 1 ! ; ; 14 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: vvvvw.pfs.bz w LU 0 ISSUE DATE: 09-10-08 Project Manager Rick Martinez Design: Scott Haynes Drafter. SEH Job Number 08-F280 Recived Architects Plan: 09-03-08 PFS REVISIONS DESCRIPTION PERMIT SET FIRE ALARM FLOOR PLAN FA1 .0 2 E F) 2 2 r i 4. e 4. . e ,....4 ..i...27. ....I. , X 44c....t CI I ,k 1 V1 \.1 i \ NEW FULL HT. WALL ct. 2 1 • H ) H 1" 7 111 TOILET 0 . ctko 0 0 1 0 TOILET _LI 2 -'IS. 0.0 40 Existing Uprigr Protection te reMain P 5' 0 r, 0 L _ ap Branch UMW 4, HALL Existing Upright Protect on to K , 1,Tb: (v.) I 24 1 \tZti, 4 14 0 NZ L HT: Existing — Jnej T ;Upright trot ion t remai o eilirlg 12-0 AFF 7. /7".•''' l'fll 0 • I 1 • Ms I 2 1...1 inns own 11110111 NNW MM. MUM ••0 MOM COiIing 12-01AFF 1.... mai WM Imp MEI—.. NMI Cali BranIi Lin -; 0 Iap Branch ine I 1-T0 x f \ otectiba to remain OR' 0110' 2 07 I ttet I • 4141._ P • / - g 1/3 AFF ng Upiht Potect on to 4:P ‘,1 g Up *ght Fotect on to 2 2 2 2 2 2 • 2 2 2 IS I Mattress Depot Remote Area CALCULATION DESIGN CRITERIA STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD DENSITY .20 GPM 1 EN for 130 1500 FN SPRINKLER Reliable Model FI FR ORIFICE 1/2" 5.6 WATER FLOW INFORMATION': - STATIC 130 RESIDUAL 20 PSI PSI FLOW 5495 AT BASE OF RISER. SYSTEM REQUIRES: 422.61 GPM @ 46.85 PSI * At time of Design Ordinary Group 11.0.20gpm/ft2 for 1500.00ft2 FIRE SPRINKLER SYSTEM 1/8"=V-0 1 3 5 7 9_ 11 L 2 \ AI I (51 OVI, mair mow-amikomme moor- Nor 1 110 14%;t 1 1 14,4, ;\/ ® A I I/ 1 tin? 12-0 AF1 1_ . . , - • ACCEPTD4 11 Without Comments As Noted In Red Ur Per The Attached Letter i nese plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acc.optance is to Errors and omissions which do ric: vio!itions of adopted standards and Ori:;. 1 ;:,.or,s,bty for the adequacy of des- i tra designer. Additions, deletions or rev [-t•.e drawings atter this date will void this coccpiance will require a resubmittal of revised drawings for subsequent approval. IFinal -acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. I Date: 57/ /0 •- By: - 0) IMPORTANT FiOnCE Because of Increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 to schedule your inspections a minimum of 48 hours in advance of the date you want an impecton. NAmallazolacols,..Amrs/monsnoc.r..,.: 7,51 TUKW1LA FIRE DEPARTMEAL Please call: 575-440Z and give this job No. OS-S—tr) r a, d exact address for shut., 0.,,,x1 or restoration aporoval NOTICE Wed stamps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. FIE E COPY Mattress Depot w CONTRACTOR: SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 76 5.6 Pendent 1/2., Chrome 155°F Reliable F1FR Semi-Rec APPROVAL: CITY OF TUKWILA Total = 76 CONT. NO.: KS0539 DRAWN BY: AdamKantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 09/17/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE /AUSTIN/ DALULSIDECATUR / DENVER /DULUTH / HOUSTON /KANSAS CITY LAS VEGAS / MIllyEAPOLIS / PHOENIX /PORTLAND/ RAP D CITY/ST. PAUL/SALT LAKE CITY / SEAME Phone: 425-881-0100 Fax: 425-881-3030 Mattress Depot 16901 Southcentner Pkwy Tukwila Na 98188 FIRE SPRINKLER SYSTEM S HE E FP - OF 1 1 FIRE ALARM LEGEND Qty Symbol Desaiption Manufacturer Part # Mounting 1 LETTER FIRE ALARM CONTROL PANEL(EXISTING) QTY AWG SELF CONTAINED FACP #16 1 THWN-SOLID ADDRESSABLE SIGNAL BOOSTER POWER SUPPLY SILENT KNIGHT SK -5495 SELF CONTAINED BPS# 4 Iltfl MULTI CANDELA CEILING MOUNT HORN/STROBE WHEELOCK AS-24MCC-FR 4 SQ DEEP=. 2 es MULTI CANDELA CEILING MOUNT STROBE WHEELOCK RSS-24MCC-FR 4 SQ DEEP 4 - BLUE ADDRESSABLE PULL STATION SILENT KNIGHT SD500-PS SINGLE GANG F 3 Qb DUCT SMOKE DETECTOR SILENT KNIGHT SD500-ADH SURFACE 3 1 ADDRESSABLE RELAY MODULE SILENT KNIGHT SD500-ARM SURFACE ARM METALLIC RACEWAY SINGLE CONDUCTOR WIRE LEGEND OPEN RACEWAY MULTICONDUCTOR CABLE LEGEND -. COLOR AWG QTY TYPE LETTER FUNCTION LETTER TYPE QTY AWG COLOR - BLACK #16 1 THWN-SOLID A ADDRESSABLE INITIATING A 16/2 - FPLP . 1 #16/2 RED + RED #16 1 0 0 -- °- CIRCUIT BPS #1 S7 0 0 0 - BLUE #14 1 THVVN-SOLID C HORN / STROBE C FPLP 1 _ #142 BLUE + WHITE #14 1 CIRCUIT 0.000 0.000 - BLACK #14 1 THWN-SOLID G 24V DC POWER G FPLP 1 #142 BLACK + RED #14 1 AS-24MCC 15CD HIS 1 CIRCUIT 0.000 0.095 0.095 AS-24MCCH 177 CD HIS CABLE COLOR SUBSTITUTIONS ARE ALLOWED ON ALL LETTERS EXCEPT H, I, K, L. IF SUBSTITUTIONS ARE MADE, WIRE AWG & TYPE MUST REMAIN THE SAME & LEGEND MUST BE UPDATED & MATCH CORRECT WIRE FUNCTION. MULTI CONDUCTOR CABLE COLORS AVAILABLE: 162 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE. • 14/2 = RED, WHITE, YELLOW, GREEN, DARK BLUE, PURPLE, ORANGE, BROWN, BLACK THWN SOLID COLORS AVAILABLE: BLACK, WHITE, GREEN, RED BROWN, YELLOW, ORANGE, PINK, PURPLE, BLUE, GREY Pacific Fire & Security, Inc. Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL20NE/AUXILIARY WIREICONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TC) BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN DELETED BLUE - NOTES TO DRAFTER ACCEPTED 1 Without Comments As Noted In Red n Per The Attached Letter t nese plans have been revs•:: by The Tukwila Fire Prevention B. -e3M .Ur c , i _ .vitt; current city standards. ,otic -.s .: and omissions ;► 3 i a : ._ . t.! , .. _ . _? . :ice' -adopted standards ar,cic : I , _ - >- ' for the adequacy of C: -' y 1 r .qtr. f.ciai3y u c .s;,gner., Additions, detet?ons or rr,:w SO S LraM+ngs atter this date will void tnaw,,si::ccp rtCE. end w i; require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau: pate- -11- b0 By: II Po,th, 614reSse.3 -10 ecete r ,/1 S i5,fr , • futwviLA FIRE DEPARTMAR Please call: 575.4407. and give this job 61 .„ i._ -exact address for shut. 0,,,w, Or restoration approval r CEILING �Ca 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR J A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS, LOWER TO A.D.A. GUIDELINES. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. 1 Power Supply Battery Load Calculations Voltage Drop Chart for Mattress Depot Current Load Standby: Akers Panel Circuit Area Distance Amps Voltage Drop BPS #1 _ S5 Mattress Depot 700 1.323; 2.843 BPS #1 S6 0 0 0 -- °- 0.000 _ BPS #1 S7 0 0 0 0.000 BPS #1 S8 0 y - -- 0 0 :..., 0.000 --- Pacific Fire & Security, Inc. Asbuilt- Requirements ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR PROVIDING PACIFIC FIRE & SECURITY, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNAL20NE/AUXILIARY WIREICONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS PACIFIC FIRE & SECURITY, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TC) BE REDLINED. PACIFIC FIRE & SECURITY WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN DELETED BLUE - NOTES TO DRAFTER ACCEPTED 1 Without Comments As Noted In Red n Per The Attached Letter t nese plans have been revs•:: by The Tukwila Fire Prevention B. -e3M .Ur c , i _ .vitt; current city standards. ,otic -.s .: and omissions ;► 3 i a : ._ . t.! , .. _ . _? . :ice' -adopted standards ar,cic : I , _ - >- ' for the adequacy of C: -' y 1 r .qtr. f.ciai3y u c .s;,gner., Additions, detet?ons or rr,:w SO S LraM+ngs atter this date will void tnaw,,si::ccp rtCE. end w i; require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau: pate- -11- b0 By: II Po,th, 614reSse.3 -10 ecete r ,/1 S i5,fr , • futwviLA FIRE DEPARTMAR Please call: 575.4407. and give this job 61 .„ i._ -exact address for shut. 0,,,w, Or restoration approval r CEILING �Ca 80" AFF TO CENTER OF LENS FOR WALL MOUNT UP TO 54" AFF TO OPERABLE PART IF SIDE APPROACH POSSIBLE 48" AFF TO OPERABLE PART IF FRONT APPROACH NECESSARY. FLOOR J A.D.A. REGULATION COMPLIANCE SWITCHES CONTROLS AND FIRE ALARM PULL STATION SHALL BE MOUNTED AT +48" TO TOP. FIRE ALARM INDICATING APPLIANCES SHALL BE PLACED 80" ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6" BELOW THE CEILING, WHICHEVER IS, LOWER TO A.D.A. GUIDELINES. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. 1 Power Supply Battery Load Calculations Current Load Standby: Akers Device Type Oty I Amps Total Arnps Total Main System Board 1 1 0.075 0.075 0.175 0.175 0.000 0 0.000 0.000 Signal Circuit (S5)d 0.000 0.000 RSS-24MCC 15 CD ST 2 0.000 0.065 0.130 AS-24MCC 15CD HIS 1 0.000 0.095 0.095 AS-24MCCH 177 CD HIS 2 i 0.000 0.480 0.960 I AS-24MCC 30CD HIS 1 I 0.000 0.138 0.138 Signal Circuit (96) t 0.000 0.000 i 0.000 0.000 Signal Circuit (87) j 0.000 0.000 0.000 0.000 0.000 0.000 Signal Circuit (S8) 0.000 0.000 0.000 0.000 0.000 0.000 Total Panel Loads 0.075 Arms 1498 Amps Standby Current Load: 0.075 Amps For 24 Hours = 1.800 Amp -hours • Alarm Current Load: 1.498 Amps For 5 Minutes= 0.126 Amp -hours 20% Derating= 2.311 Amp -hours Total System Current Load: 2.311 Amp -hours Minimum Battery Pair To Be Used 12VDC 7 Amp -hours EOL 4.7KQ SPARE CIRCUIT SPARE CIRCUIT SPARE CIRCUIT TO 120 VAC DEDICATED CIRCUITS SILENT KNIGHT SK -5495 BPS 1 A,G ARM A,G ARM EXISTING FACP FIRE ALARM RISER N.T.S. ❑F Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion Date: 3 Elevator Final Completion Date: 4 Pressurization ._ a Stairwell Completion Date: b Elevator _ Completion Date: 5 Sprinkler System (100% Complete) All Valves In normal condition. Completion Date: 6 Interior Building Construction. Completion Date: (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 7 HVAC Completion Date: 8 Suppression Systems Completion Date: 9 Safety and ADA Requirements, Fire Extinguishers Completion Date: 10 Specialty Fumiture Completion Date: 11 Monitoring (See Below) 12 Final Fire Alarm Inspection Completion Date: 13 Approved Set of plans and permit on site Completion Date: Phone line (lines) must be installed and active. ❑ 14 Fire Alarm Monitoring Completion Date: a Dual Line Communicator Completion Date: b Scan Line Date Line Due In: (If Required by Jurisdiction) c Contract Signed Completion Date: d Scan Line ordered (Alarm Company) Completion Date: e Stu Installed and Tested Completion Date: Completion Date: 2 Elevator Monitoring GENERAL NOTES: 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATION, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST CE. RATED FOR FIRE ALARM USER PER THE LATEST REVISIONS, OF THE NATIONAL ELECTRICAL CODE SECTION 760. THIS ISA POWER LIMITED FIRE ALARM SYSTEM, ALL CABLE MUST BE MARKED FPL, FPLR, OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTEE, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURER'S TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE MANUFACTURER INCLUDING CHANGES IN DEVICES, WIRE CONDUIT RUNS AND OPERATION IN THE SYSTEM. MANUFACTURER SHALL NOT BE HELD RESPONSIBLE CAUSED BY THOSE CHANGES. LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'-0" ABOVE FINISHED FLOOR. 8) SYSTEM SHALL BE CLASS "B" IN CONFIGURATION. 9) LOCATE ALL PULL STATION AND HORN/ STROBE UNITS AT SPECIFIED HIGH PER NFPA 72 AND ADA SEE DETAIL. 10) SMOKE DETECTOR LOCATIOI 1 ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER NFPA 72 11) ELECTRICAL CONTRACTOR SHALL COORDINATE ALL ROUGH -IN INSTALLATION WITH THE FIRE ALARM CONTRACTCR 12) SMOKE DETECTORS IN CEILING MUST BE LESS THAN 15' FROM A WALL AND / OR NO FURTHER THAN 30' FROM EACH OTHER. 13) NO SMOKE DETECTOR SHALLIBE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER 14) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL EE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATION DEVICE (FUSE, BOILERS, WATER HEATER, ETC..) IN MECHANICAL ROOMS. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF LIGHT FIXTURE. 17) INITIATION AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT 18) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH 19) ALL CIRCUIT FEED AND RETURN'S SHALL BE SEPARATED BY A MINIMUM OF 6' 20) THESE DRAWINGS DO NOT SUPERSEDE THE CONTRACT DRAWINGS AND SPECIFICATIONS, THEY ARE INTENDED AS A SUPPLEMENT ONLY AND MUST BE USED IN CONJUNCTION WITH THE CONTRACT DOCUMENTS.!THEY DO NOT MODIFY THE CONTRACTORS OBLIGATION TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. FILE COPY PAID C4_C - 2008 Tukwila Fire 14,1 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs.bz a cci Cla 00. Lii (i) cTs (i) Lii 4-1•IS I-- UP a� S3 ♦♦w VJ w 0 ISSUE DATE: 12-09-08 Project Manager: Rick Martinez Design: Scott Haynes Drafter: SEH Job Number. 08-F280 Reeved Architects Plan: 09-03-08 PFS REVISIONS REV DATE DESCRIPTION 1 2 3 09-08-08 10-23-08 12-08-08 12-08-08 PERMIT SET AHJ REVIEW AS -BUILT SUITE 105 ADDITION FIRE ALARM COVER SHEET FAOUO 4 1,s /,, 7/ 9 p [BPS1 FACP �•' • Ii — j ' I EXISTING A,C,G I 2" CONDUIT INSTALLED & PROVIDED BY OTHERS 1 r 1 i ; ! 7.7 li 1 1 t •I 7_171— 1 • H5-1 15cd 711, ____.___..._. _._. - EOL' __._ _... _.__ _._ -_-... . INDICATING CIRCUIT H5 30cd H5-6 828 Poplar Place South Seattle, Washington 98144 Phone: (206)-957-0907 Fax: (206) 726-8160 Web Site: www.pfs"bz TO DUCT DETECTORS TO BE MOUNTED BY MECH. FIELD VERIFY LOCATION.! ARM A Cyt i /1, I rD 1 r : EOL INDICATING CIRCUIT H5 H5-4 A,D,G AREA OF WORK! • FIRE ALARM FLOOR PLAN SCALE: 1/8"=1'-0" H� 00. � oE a) cti (f) 0 W IMMIC rt FR 1.5 FINNE 1/411 I 1.1"11.1 IMM Q CD r ISSUE DATE: 12-09-08 Project Manager: Rick Martinez Design: Scott Haynes Drafter: SEH Job Number: 08-F280 Revived Architects Plan: 09-03-08 PFS REVISIONS 1 09-08-08 2 10-23-08 3 12-08-08 4 12-08-08 DESCRIPTION PERMIT SET AHJ REVIEW AS -BUILT SUITE 105 ADDITION FIRE ALARM FLOOR PLAN FA1.0