Loading...
HomeMy WebLinkAboutPP - 3355 S 120TH PL - INTERGATE EAST BUILDING 5 - PERMITS AND PLANS (3)3355 S 120TH PL ASSOCIATED PERMITS 08-F-487 08-F-002 07-5-194 OS -F-486 07-F-115 07-5-137 08-F-480 08-F-420 08-F-418 08-F-064 07-F-055 08-S-428 08-S-061 08-S-015 07-5-123 07-5-120 07-S-055 06-S-243 CHEETAH Xi BATTERY CALCULATION FORM TOTAL SYSTEM REQUIREMENTS Standby Current Alarm Current 1 Controller 0.275 A 0.275 A 2 DACT (Insert 1 if installed) 0.000 A 0.000 A 3 SLM (Insert 1 if installed) 0.000 A 0.000 A 4 CRPM (Insert 1 if installed) 0.000 A 0.000 A 5 Network Module (Insert 1 if installed) 0.000 A 0.000 A 6 CRM4 (Insert # of relays being used) 1 0.000 A 0.010 A (0.010 A per relay used) 7 Signaling Line Circuits 0.020 A < SAME > 0.073 A Inserts totals from Section 2 (CSC + SLM) 8 Auxiliary Power 0.000 A 0.140 A Inserts totals from Section 3 (CSC + SPS) (Note 1) (Note 2, 4) 9 Notification Circuits 0.000 A 0.000 A Inserts totals from Section 4 (Note 2) Total(Stdby) 0.295 A Total (Alm) 0.498 A (Note 1 & 2) Standby Capacity = [Total (Stdby)] X [Standby Time] + [Total ( ALM )] X [0.083] = 7.11405 AH (Note 5) Minimum Battery Size = [Standby Capacity] X [1.2] = 8.537 AH (Note 3,5) SECTION 2 Communication Loop Alarm Current Addressable Device Current (# used) x (current) = total (# used) x (current) = total 63-1052/1058 Photo 16 x 0.481 = 7.696 mA 16 x 2.000 = 32.000 mA 67-033/034 Ion x 0.481 = -mA 0 x 2.000 = 0.000 mA 63-1053/1059 Photo / Heat x 0.481 = 0 mA 0 x 2.000 = 0.000 mA 60-1039/1040 Heat x 0.451 = 0 mA 0 x 2.000 = 0.000 mA 55-045/050 MMM 6 x 0.485 = 2.91 mA 6 x 1.600 = 9.600 mA 55-041/046 MM 9 x 0.485 = 4.365 mA 9 x 1.600 = 14.400 mA 20-1063/1064 APS x 0.370 = 0 mA 0 x 1.600 = 0.000 mA 55-042/047 SCM 2 x 0.630 = 1.26 mA 2 x 1.600 = 3.200 mA 55-043/048 RM 1 x 0.580 = 0.58 mA 1 x 1.600 = 1.600 mA 63-1057/1062 Duct 6 x 0.481 = 2.886 mA 6 x 2.000 = 12.000 mA 63-1063 Relay Base x 0.565 = 0 mA 0 x 1.600 = 0.000 mA 63-1064 Sounder Base x 7.000 0 mA 0 x 27.000 0.000 mA 55-052/053 Release Module x 0.450 0 mA 0 x 6.000 = 0.000 mA Number of ARMS connected to Release Module = x 10 = 0.000 mA (Note 6) Number of Solenoids connected to Release/Control Modules = x = 0.000 mA (Note 6) Total Signaling Line Circuits 19.697 mA / 1000 = 0.0197 A 72.800 mA / 1000 = 0.0728 A Total inserted in line # 6 above SECTION 3 Standby Current Alarm Current Auxiliary Power (# used) x (current) = total (# used) x (current) = total 10-2321 Remote Display x 0.025 = 0.000 A 0 x 0.105 = 0.000 A 10-2373 Zone Annunciator x 0.034 = 0.000 A 0 x 0.083 = 0.000 A 10-11x LED Graphic Micro x 0.043 = 0.000 A 0 x 0.074 = 0.000 A 10-2583 Multi -Interface Module x 0.070 = 0.000 A 0 x 0.070 = 0.000 A 10-2413 Masterbox Interface x 0.022 0.000 A 0 x 0.276 = 0.000 A 20-046 Countdown Timer x 0.000 0.000 A 0 x 0.160 = 0.000 A 10-2277 VESDA HLI x 0.190 0.000 A 0 x 0.190 = 0.000 A 10-045 Purge Panel x 0.000 0.000 A 0 x 0.104 = 0.000 A 10-2225 Manual Actuator x 0.050 0.000 A 0 x 0.050 = 0.000 A 10-2616 Keltron Printer x 0.040 0.000 A 0 x 1.000 = 0.000 A MR-201/C/R Form "C" control relay 4 x 0.000 0.000 A 4 x 0.035 = 0.140 A Type x 0.000 A 0 x = 0.000 A Type x = 0.000 A 0 x = 0.000 A Type x = 0.000 A 0 x = 0.000 A Total Aux. Power (Stdby) 0.000 A (Alrm) 0.140 A Total inserted in line #7 above • C SECTION 4 Notification Model (# used) x (current) = total Type Model x = 0.000 A x = 0.000 A x 0.000 A x 0.000 A x 0.000 A x 0.000 A x 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A Total Notification 0.000 A Total inserted in line # 8 above Standby Time Desired: 24 Hours SEE NOTES BELOW NOTES: 1 Auxiliary Power cannot exceed 2.0A, or 4.0A w/ SPS, in normal standby condition 2 Auxiliary Power plus Notification Power cannot exceed 6.0 A, or 12.0 A w/ SPS. 3 Cheetah Xi Control Panel can support charging up to 75 AH of standby batteries. The SPS can support charging up to an additional 75 AH of standby batteries for a system total of up to 150 AH. 4 Addressable device currents above are identical for standby and alarm conditions. Auxiliary power does not include current delivered to SCM output circuits during alarm conditions. 5 Standby time should be 24, 60 or 90 hours as required by the local authority having jurisdiction or installation requirements. Factory Mutual requires 90 hour standby time for Sprinkler Systems. 0.083 hour represents 5 minutes of alarm. 1.2 represents battery derating factor. 6 Release module can activate up maximum of 6 ARMs or 1 - 24Vdc solenoid or 2 - 12Vdc solenoids in series. For battery calcs, enter the number or ARMs and the value of 10.0 mA each • CHEETAH Xi BATTERY CALCULATION FORM TOTAL SYSTEM REQUIREMENTS Standby Current Alarm Current 1 Controller 0.275 A 0.275 A 2 DACT (Insert 1 if installed) 0.000 A 0.000 A 3 SLM (Insert 1 if installed) 0.000 A 0.000 A 4 CRPM (Insert 1 if installed) 0.000 A 0.000 A 5 Network Module (Insert 1 if installed) 0.000 A 0.000 A 6 CRM4 (Insert # of relays being used) 1 0.000 A 0.010 A (0.010 A per relay used) 7 Signaling Line Circuits 0.055 A < SAME > 0.224 A Inserts totals from Section 2 (CSC + SLM) 8 Auxiliary Power 0.000 A 0.210 A Inserts totals from Section 3 (CSC + SPS) (Note 1) (Note 2, 4) 9 Notification Circuits 0.000 A 0.000 A Inserts totals from Section 4 (Note 2) Total(Stdby) 0.330 A Total (Alm) 0.719 A (Note 1 & 2) Standby Capacity = [Total (Stdby)] X [Standby Time] + [Total ( ALM )] X [0.083] = 7.98476 AH (Note 5) Minimum Battery Size = [Standby Capacity] X [1.2] = 9.582 AH (Note 3,5) SECTION 2 Communication Loop Alarm Current Addressable Device Current (# used) x (current) = total (# used) x (current) = total 63-1052/1058 Photo 91 x 0.481 = 43.771 mA 91 x 2.000 = 182.000 mA 67-033/034 Ion x 0.481 = mA x 2.000 = 0.000 mA 63-1053/1059 Photo / Heat x 0.481 = 0 mA 0 x 2.000 = 0.000 mA 60-1039/1040 Heat x 0.451 = 0 mA 0 x 2.000 = 0.000 mA 55-045/050 MMM 4 x 0.485 = 1.94 mA 4 x 1.600 = 6.400 mA 55-041/046 MM 4 x 0.485 = 1.94 mA 4 x 1.600 = 6.400 mA 20-1063/1064 APS x 0.370 = 0 mA 0 x 1.600 = 0.000 mA 55-042/047 SCM 1 x 0.630 = 0.63 mA 1 x 1.600 = 1.600 mA 55-043/048 RM 2 x 0.580 = 1.16 mA 2 x 1.600 = 3.200 mA 63-1057/1062 Duct 12 x 0.481 = 5.772 mA 12 x 2.000 = 24.000 mA 63-1063 Relay Base x 0.565 = 0 mA 0 x 1.600 = 0.000 mA 63-1064 Sounder Base x 7.000 0 mA 0 x 27.000 0.000 mA 55-052/053 Release Module x 0.450 0 mA 0 x 6.000 = 0.000 mA Number of ARMS connected to Release Module = x 10 = 0.000 mA (Note 6) Number of Solenoids connected to Release/Control Modules = x = 0.000 mA (Note 6) Total Signaling Line Circuits 55.213 mA / 1000 = 0.05521 A 223.600 mA / 1000 = 0.2236 A Total inserted in line # 6 above SECTION 3 Standby Current Alarm Current Auxiliary Power (# used) x (current) = total (# used) x (current) = total 10-2321 Remote Display x 0.025 = 0.000 A 0 x 0.105 = 0.000 A 10-2373 Zone Annunciator x 0.034 = 0.000 A 0 x 0.083 = 0.000 A 10-11 x LED Graphic Micro x 0.043 = 0.000 A 0 x 0.074 = 0.000 A 10-2583 Multi -Interface Module x 0.070 = 0.000 A 0 x 0.070 = 0.000 A 10-2413 Masterbox Interface x 0.022 0.000 A 0 x 0.276 = 0.000 A 20-046 Countdown Timer x 0.000 0.000 A 0 x 0.160 = 0.000 A 10-2277 VESDA HLI x 0.190 0.000 A 0 x 0.190 = 0.000 A 10-045 Purge Panel x 0.000 0.000 A 0 x 0.104 = 0.000 A 10-2225 Manual Actuator x 0.050 0.000 A 0 x 0.050 = 0.000 A 10-2616 Keltron Printer x 0.040 0.000 A 0 x 1.000 = 0.000 A MR-201/C/R Form "C" control relay 6 x 0.000 0.000 A 6 x 0.035 = 0.210 A Type x 0.000 A 0 x = 0.000 A Type x = 0.000 A 0 x = 0.000 A Type x = 0.000 A 0 x = 0.000 A Total Aux. Power (Stdby) 0.000 A (Alrm) 0.210 A Total inserted in (line #7 above SECTION 4 Notification Model Type Model (# used) x (current) = total x = 0.000 A x = 0.000 A x 0.000 A x 0.000 A x 0.000 A x 0.000 A x 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A x = 0.000 A Total Notification 0.000 A Total inserted in line # 8 above Standby Time Desired: 24 Hours SEE NOTES BELOW NOTES: 1 Auxiliary Power cannot exceed 2.0A, or 4.0A w/ SPS, in normal standby condition 2 Auxiliary Power plus Notification Power cannot exceed 6.0 A, or 12.0 A w/ SPS. 3 Cheetah Xi Control Panel can support charging up to 75 AH of standby batteries. The SPS can support charging up to an additional 75 AH of standby batteries for a system total of up to 150 AH. 4 Addressable device currents above are identical for standby and alarm conditions. Auxiliary power does not include current delivered to SCM output circuits during alarm conditions. 5 Standby time should be 24, 60 or 90 hours as required by the local authority having jurisdiction or installation requirements. Factory Mutual requires 90 hour standby time for Sprinkler Systems. 0.083 hour represents 5 minutes of alarm. 1.2 represents battery derating factor. 6 Release module can activate up maximum of 6 ARMs or 1 - 24Vdc solenoid or 2 - 12Vdc solenoids in series. For battery calcs, enter the number or ARMs and the value of 10.0 mA each 11. aUlie, Summary Job Number: 2-11-9772 Report Description: Ordinary Group �, Job ��:� , . �; .� .= .�... �- Job Number 2-11-9772 Design Engineer JIM STEWART Job Name INTERNAP Stale Certification/License Number FIRESWI140B1 Address 1 3355 SOUTH 120TH STREET AHJ CITY OF TUKWILA Address 2 Job Site THIRD FLOOR City TUKWILA State WA Zp Code 98168 Draveng Name 2-11-9772_Revision00_(Third Floor) 40x32 *St Remote Areas) Most Demanding Sprinkler Data 5.6 K-Factor 18.00 at 10.33 Occupancy Ordinary Group I Hose Allowance Al Source 250.00 Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 1984.02ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 19 Coverage Per Sprinkler 120.00ft2 AuloPeak Results: Pressure For Remote Area(s) Adjacent To Most Left: 107.68 Remote Area Right: 107.68 Total Hose Streams 250.00 System Flow Demand 492.99 Total Water Required (Including Hose Allowance) 742.99 Maximum Pressure Unbalance In Loops 0.00 Maximum Velocity Above Ground 18.38 between nodes 6 and 7 Maximum Velocity Under Ground 5.11 between nodes 1 and 3 Volume capacity of Wet Pipes 1116.68ga1 Volume capacity of Dry Pipes Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 134.00 20.00 1 4051.00 129.05 1 742.99 107.68 21.38 lam No iII ;lh� D.. 4krough ,.. , , ate., ,'At.,. Contractor Number 42 Contact Name JIM STEWART Contact Title DESIGNER Contractor Name FIRE SYSTEMS WEST, INC. Phone253) 833-1248 223 Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 E-mail jims@firesystemswest.com City PACIFIC State WA Zp Code 98047 Web-Site © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:14AM Page 1 umrrt)iary evic Job Number: 2-11-9772 Report Description: Ordinary Group Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 402 28.87 18.00 5.6 26.58 Sprinkler 403 26.62 18.00 5.6 22.60 Sprinkler 404 23.94 18.00 5.6 18.28 Sprinkler 405 19.18 18.00 5.6 11.73 c> Sprinkler 406 18.00 18.00 5.6 10.33 Sprinkler 414 28.86 18.00 5.6 26.55 Sprinkler 415 28.66 18.00 5.6 26.19 Sprinkler 416 28.12 18.00 5.6 25.21 Sprinkler 417 27.79 18.00 5.6 24.62 Sprinkler 418 27.79 18.00 5.6 24.63 Sprinkler 421 28.74 18.00 5.6 26.34 Sprinkler 422 26.48 18.00 5.6 22.36 Sprinkler 423 23.77 18.00 5.6 18.02 Sprinkler 424 19.34 18.00 5.6 11.93 Sprinkler 425 18.15 18.00 5.6 10.50 Sprinkler 433 29.45 18.00 5.6 27.65 Sprinkler 434 29.86 18.00 5.6 28.42 Sprinkler 435 29.85 18.00 5.6 28.41 Sprinkler 436 29.53 18.00 5.6 27.80 4> Most Demanding Sprinkler Data I� ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:14AM Page 2 a9 Job Number: 2-11-9772 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 5 75-0 P0(7-11/2) 34.72 33.36 6 75-0 7 75-0 T(3-7) 28.05 8 75-0 T(3-7) 23.86 9 75-0 T(3-7) 19.31 10 75-0 T(3-7) 12.42 18 75-0 34.76 37 75-0 2P0(7-11/2) 34.77 38 75-0 T(3-7) 32.24 39 75-0 T(3-7) 28.98 40 75-0 T(3-7) 28.03 41 75-0 T(3-7) 27.39 43 75-0 T(3-7) 27.26 48 75-0 PO(7-11/2) 35.04 49 75-0 33.68 50 75-0 T(3-7) 27.79 51 75-0 T(3-7) 23.60 52 75-0 T(3-7) 19.04 53 75-0 T(3-7) 12.62 77 75-0 2P0(7-1 1/2) 35.39 78 75-0 T(3-7) 33.56 79 75-0 T(3-7) 31.43 80 75-0 2C(3-7) 30.93 81 75-0 T(3-7) 30.75 169 75-0 T(18-91/2) 38.21 191 75-0 39.99 3 0-0 105.92 351 2-0 E(13-2) 101.66 365 3-3 BV(11-3) 100.35 402 75-0 Spr(-26.58) 26.58 28.87 403 75-0 Spr(-22.60) 22.60 26.62 404 75-0 Spr(-18.28) 18.28 23.94 405 75-0 Spr(-11.73) 11.73 19.18 406 75-0 Spr(-10.33) 10.33 18.00 414 75-0 Spr(-26.55) 26.55 28.86 415 75-0 Spr(-26.19) 26.19 28.66 416 75-0 Spr(-25.21) 25.21 28.12 417 75-0 Spr(-24.62) 24.62 27.79 418 75-0 Spr(-24.63) 24.63 27.79 421 75-0 Spr(-26.34) 26.34 28.74 422 75-0 Spr(-22.36) 22.36 26.48 423 75-0 Spr(-18.02) 18.02 23.77 424 75-0 Spr(-11.93) 11.93 19.34 425 75-0 Spr(-10.50) 10.50 18.15 433 75-0 Spr(-27.65) 27.65 29.45 434 75-0 Spr(-28.42) 28.42 29.86 435 75-0 Spr(-28.41) 28.41 29.85 436 75-0 Spr(-27.80) 27.80 29.53 1 -3-0 S 107.68 492.99 A.. ©M.E.P.CAD, Inc. a9 AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Paae 3 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Page 4 f u1 fl,auIft Ana si � Job Number: 2-11-9772 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Iwo Route 1 MS 1.0490 0=18.00 6.68 C=100 0.150043 12-6 1-5 13-11 Pf 2.09 Pe Pv 406 75-0 q=18.00 K=5.6 10.33 Spr(-10.33) 10 75-0 12.42 E(1-5) BL 1.0490 0=37.18 13.80 C=100 0.574263 12-0 12-0 Pf 6.89 Pe Pv 10 75-0 12.42 9 75-0 19.31 BL 1.3800 0=61.13 13.11 C=100 0.378824 12-0 12-0 Pf 4.55 Pe Pv 9 75-0 19.31 8 75-0 23.86 BL 1.6100 Q=87.75 13.83 C=100 0.349044 12-0 12-0 Pf 4.19 Pe Pv 8 75-0 23.86 7 75-0 28.05 BL 1.6100 0=116.62 18.38 C=100 0.590793 9-0 9-0 Pf 5.32 Pe Pv 7 75-0 28.05 6 75-0 33.36 BL 2.0670 0=116.62 11.15 C=100 0.174972 0-71/2 7-11/2 7-9 Pf 1.36 Pe Pv 6 75-0 33.36 5 75-0 34.72 PO(7-1%) CM 4.0260 0=116.62 2.94 C=100 0.006807 6-51/2 6-51/2 Pf 0.04 Pe Pv 5 75-0 34.72 18 75-0 34.76 CM 4.2600 0=116.62 2.63 C=100 0.005170 0-6 0-6 Pf 0.00 Pe Pv 18 75-0 34.76 37 75-0 34.77 CM 4.2600 Q=257.83 5.80 C=100 0.022433 12-01/2 12-01/2 Pf 0.27 Pe Pv 37 75-0 34.77 48 75-0 35.04 CM 4.2600 0=374.31 8.43 C=100 0.044708 7-111/2 7-111/2 Pf 0.36 Pe Pv 48 75-0 35.04 77 75-0 35.39 CM 4.2600 0=492.99 11.10 C=100 0.074415 37-10 37-10 Pf 2.82 Pe Pv 77 75-0 35.39 169 75-0 38.21 CM 4.0260 0=492.99 12.42 C=100 0.097983 18-11/2 18-11/2 Pf 1.78 Pe Pv 169 75-0 38.21 191 75-0 39.99 CM 4.2600 0=492.99 11.10 C=100 0.074415 335-01/2 58-21/2 393-2V2 Pf 29.26 Pe 31.10 Pv 191 75-0 39.99 365 3-3 100.35 5E(9-41/2), De&V, BV(11-3) CM 4.2600 0=492.99 11.10 C=120 0.053110 1-3 13-2 14-5 Pf 0.77 Pe 0.55 Pv 365 3-3 100.35 351 2-0 101.66 E(13-2) CM 6.3570 0=492.99 4.98 C=120 0.007561 16-111/2 35-21/2 52-2 Pf 3.39 Pe 0.87 Pv 351 2-0 101.66 3 0-0 105.92 2E(17-7), BFP(-3.00) UG 6.2800 Q=492.99 5.11 C=140 0.006032 53-0 22-1 75-1 Pf 0.45 Pe 1.30 Pv 3 0-0 105.92 1 -3-0 - - 107.68 E(22-1), S v Route 2 MS 1.0490 Q=18.15 6.74 C=100 0.152340 12-6 1-5 13-11 Pf 2.12 Pe Pv 425 75-0 q=18.15 K=5.6 10.50 Spr(-10.50) 53 75-0 12.62 E(1-5) BL 1.0490 0=37.49 13.92 C=100 0.583016 11-0 11-0 Pf 6.41 Pe Pv 53 75-0 12.62 52 75-0 19.04 BL 1.3800 0=61.26 13.14 C=100 0.380357 12-0 12-0 Pf 4.56 Pe Pv 52 75-0 19.04 51 75-0 23.60 BL 1.6100 0=87.74 13.83 C=100 0.348968 12-0 12-0 Pf 4.19 Pe Pv 51 75-0 23.60 50 75-0 27.79 BL 1.6100 0=116.48 18.36 C=100 0.589446 10-0 10-0 Pf 5.89 Pe Pv 50 75-0 27.79 49 75-0 33.68 BL 2.0670 0=116.48 11.14 C=100 0.174573 0-71/2 7-11/2 7-9 Pf 1.35 Pe Pv 49 75-0 33.68 48 75-0 35.04 P0(7-11/2) ill Route 3 MS 1.0490 0=19.18 7.12 C=100 0.168803 0-6 3-7 4-1 Pf 0.69 Pe Pv 405 75-0 q=19.18 K=5.6 11.73 Spr(-11.73) 10 75-0 12.42 T(3-7) Route 4 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Page 4 IC Job Number: 2-11-9772 Report Description: Ordinary Group 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings MS 1.0490 Q=19.34 7.18 C=100 0.171365 0-6 3-7 4-1 Pf Pe Pv 0.70 424 53 75-0 75-0 q=19.34 K=5.6 11.93 12.62 Spr(-11.93) T(3-7) o Route 5 MS 1.0490 Q=23.77 8.82 C=100 0.250969 0-6 3-7 4-1 Pf Pe Pv 1.02 423 52 75-0 75-0 q=23.77 K=5.6 18.02 19.04 Spr(-18.02) T(3-7) iiii Route 6 MS - 1.0490 0=23.94 8.89 C=100 0.254333 0-6 3-7 4-1 Pf Pe Pv 1.03 404 9 75-0 75-0 q=23.94 K=5.6 18.28 19.31 Spr(-18.28) T(3-7) Gil Route 7 MS 1.0490 0=26.48 9.83 C=100 0.306409 0-6 3-7 4-1 Pf Pe Pv 1.25 422 51 75-0 75-0 q=26.48 K=5.6 22.36 23.60 Spr(-22.36) T(3-7) o Route 8 MS 1.0490 Q=26.62 9.88 C=100 0.309500 0-6 3-7 4-1 Pf Pe Pv 1.26 403 8 75-0 75-0 q=26.62 K=5.6 22.60 23.86 Spr(-22.60) T(3-7) v Route 9 AO 1.0490 Q=27.79 10.31 C=100 0.335003 4-0 4-3%2 8-3% Pf Pe Pv 2.77 417 41 75-0 75-0 q=27.79 K=5.6 24.62 27.39 Spr(-24.62) EE(0-8Y2), T(3-7) BL 2.0670 0=55.58 5.31 C=100 0.044412 14-4 14-4 Pf Pe Pv 0.64 41 40 75-0 75-0 27.39 28.03 BL 2.0670 Q=83.69 8.00 C=100 0.094715 10-0 10-0 Pf Pe Pv 0.95 40 39 75-0 75-0 28.03 28.98 BL 2.0670 Q=112.35 10.74 C=100 0.163310 20-0 20-0 Pf Pe Pv 3.27 39 38 75-0 75-0 28.98 32.24 BL 2.0670 Q=141.21 13.50 C=100 0.249272 3-0 7-1% 10-1% Pf Pe Pv 2.53 38 37 75-0 75-0 32.24 34.77 P0(7-1%) o Route 10 AO 1.0490 0=27.79 10.32 C=100 0.335119 3-7 4-3%2 7-10 Pf Pe Pv 2.63 418 43 75-0 75-0 q=27.79 K=5.6 24.63 27.26 Spr(-24.63) EE(0-8%), T(3-7) BL 2.0670 Q=27.79 2.66 C=100 0.012322 10-8 10-8 Pf Pe Pv 0.13 43 41 75-0 75-0 27.26 27.39 op Route 11 AO 1.0490 0=28.12 10.44 C=100 0.342409 3-11% 4-3'/2 8-3 Pf Pe Pv 2.82 416 40 75-0 75-0 q=28.12 K=5.6 25.21 28.03 Spr(-25.21) EE(0-8'/), T(3-7) v Route 12 AO - 1.0490 Q=28.66 10.64C=100 0.354723 3-7 4-31/2 7-10 Pf Pe Pv 2.79 415 39 75-0 75-0 q=28.66 - K=5.6 26.19 28.98 Spr(-26.19) EE(0-8%), T(3-7) Qs Route 13 MS 1.0490 Q=28.74 10.67 C=100 0.356595 0-6 3-7 4-1 Pf Pe Pv 1.45 421 50 75-0 75-0 q=28.74 K=5.6 26.34 27.79 Spr(-26.34) T(3-7) a. Route 14 AO 1.0490 0=28.86 10.71 C=100 0.359236 8-81,4 7-1% 15-10 Pf Pe Pv 5.69 414 38 75-0 75-0 q=28.86 K=5.6 26.55 32.24 Spr(-26.55) 2T(3-7) Route 15 MS 1.0490 Q=28.87 10.72 C=100 0.359661 0-6 3-7 4-1 Pf Pe Pv 1.46 402 7 75-0 75-0 q=28.87 K=5.6 26.58 28.05 Spr(-26.58) T(3-7) v Route 16 AO 1.0490 Q=29.45 10.93 C=100 0.373005 8-8'/2 7-1Y 15-10 Pf Pe Pv 5.91 433 78 75-0 75-0 q=29.45 K=5.6 27.65 33.56 Spr(-27.65) 2T(3-7) BL 2.0670 0=118.68 11.35 C=100 0.180730 3-0 7-1% 10-1% Pf Pe Pv 1.83 78 77 75-0 75-0 33.56 35.39 P0(7-1%) ill Route 17 (M, © M.E.P.CAD. Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Paae 5 111 Hydraulic Analys! Job Number: 2-11-9772 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Upstream Pn Fittings AO 1.0490 0=29.53 10.96 C=100 0.374898 3-7 4-31A 7-10 Pf 2.94 Pe Pv 436 75-0 q=29.53 K=5.6 27.80 81 75-0 30.75 Spr(-27.80) EE(0-8%), T(3-7) BL 2.0670 0=29.53 2.82 C=100 0.013784 13-0 13-0 Pf 0.18 Pe Pv 81 75-0 30.75 80 75-0 30.93 BL 2.0670 0=59.38 5.68 C=100 0.050189 10-0 10-0 Pf 0.50 Pe _ Pv 80 75-0 30.93 79 75-0 - 31.43 BL 2.0670 0=89.23 8.53 C=100 0.106634 20-0 20-0 Pf 2.13 Pe Pv 79 75-0 31.43 78 75-0 33.56 Route 18 AO 1.0490 0=29.85 11.08 C=100 0.382412 3-01/2 3-7 6-7 Pf 2.52 Pe Pv 435 75-0 q=29.85 K=5.6 28.41 80 75-0 30.93 Spr(-28.41) C(3-7) o Route 19 AO 1.0490 0=29.86 11.08 C=100 0.382629 3-7 4-31/2 7-10 Pf 3.00 Pe Pv 434 75-0 q=29.86 K=5.6 28.42 79 75-0 31.43 Spr(-28.42) EE(0-8%), T(3-7) €uiertti?iLn9thMArsagFittiribny.:111 1EI+i1. Actual Inside Diameter 4.87 ( ) Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter (M, © M.E.P.CAD. Inc. G'9 AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Page 6 1111 Job Number: 2-11-9772 Report Description: Ordinary Group Pipe Type Downstream Elevation Upstream Diameter Flow Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe Type Legend Units Leger ittin 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 Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve De1V Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11%° Elbow Ee2 22'14 Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9:42:15AM Page 7 Job Number: 2-11-9772 Report Desch ption: Ordinary Group I Supply at Node 1 150 135 —Static Pressure 134.00 120 105 - ,742.99 92.99 with @ 107.68 hose streams 90 N - I. _ ai 75 - N - N a` - 60 45 System demand curve 30 _- 15 ,151.00@20.00 0 rtt_ii1111111 111111111 111111 1 1 1 1111111 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 11 1111111 I 0450 900 1350 1800 2250 2700 3150 3600 4050 4500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 134.00 Residual Pressure 4051.00 @ 20.00 Available PressureTime of Test 129.05 @ 742.99 System Demand 492.99 @ 107.68 System Demand (Including Hose Allowance) 742.99 @ 107.68 © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 05/15/2007 9.42.1RAM Pane R 111 Job Number. 2-11-9772 Report Description: Ordinary Group I ".; r a. �•, <s -�,��� •�; ar �4a.; ' T��.>:-�,�.�. '_ �'. .,_s,ia�zs,_ a..�. �.. .._. , ._.._ n'�""� .�..., -, .��-�. �.,;,�..z _�_. .��_ N3y�N Job Number 2-11-9772 Design Engineer JIM STEWART Job Name INTERNAP State Certification/License Number FIRESWI140B1 Address 1 3355 SOUTH 120TH STREET AHJ CITY OF TUKWILA Address 2 Job Site THIRD FLOOR TUKWILA State Z p Code WA I 98168 Drawing Name 2City 11999pp0_�Riievision00(Third Floor) 40x32 ;; _. m.4r�.='' x•:.,.. ,�.;'.:,9...� ;t'x. '..Y �.. �•. S.�adkk.,Mi.�a;`y�`�(1�., k„ ',k`, �3$;e'�'%>s.�,^"(l:.z na;-, 'a_"°.. st ...:,.� a :: i.� Most Demanding Sprinkler Data 14 K -Factor 60.00 at 18.37 Occupancy Ordinary Group I Hose Allowance At Source 250.00 Density 0.15gpm/ft2 Area of Application 1950.00ft2 (Actual 2023.75ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 8 Coverage Per Sprinkler 400.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area I i iii = �k . k. ?I1. �((`! �) . r4M,y, /i6. _".......r.:11 ',I kabl� Se %0I p Total Hose Streams 250.00 System Flow Demand 522.92 Total Water Required (Including Hose Allowance) 772.92 Maximum Pressure Unbalann In Loops 0.00 Maximum Velocity Above Ground 23.25 between nodes 125 and 97 s fy••, , , , r t � DocO� Maximum Velocity Under Ground 5.42 between nodes 1 and 3 Volume capacity of Wet Pipes 1421.39ga1 Volume capacity of Dry Pipes Node Hose Flow (gpm) Static (psi) Residual @ Flow (psi) (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 134.00 20.00 1 4051.00 128.68 772.92 111.25 17.43 Oon�actt � , � �f ' � � � �� � � i� � ,aa i ?' � d � '�" 'Yi''; �x � ����- � � ; �� I, �� � � 3 �� q,' r � 33•��3 �Fsb � `✓...... .. . � � F� �' Contractor Number 42 Contact Name JIM STEWART Contact Title DESIGNER Contractor Name FIRE SYSTEMS WEST, INC. Phone (253) 833-1248 Extension 223 Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 E-mail jims@firesystemswest.com City PACIFIC State WA Zip Code 98047 Web -Site k, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:51 PM Page 1 111 Job Number: 2-11-9772 Report Description. Ordinary Group Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 601 76.95 60.00 14 30.21 Sprinkler 602 62.18 60.00 14 19.73 Sprinkler 603 60.20 60.00 14 18.49 Sprinkler 604 60.00 60.00 14 18.37 Sprinkler 609 79.85 60.00 14 32.53 Sprinkler 610 62.64 60.00 14 20.02 Sprinkler 611 60.65 60.00 14 18.77 Sprinkler 612 60.45 60.00 14 18.64 y Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINKO VR5 v5.1.32 01/11/2008 1:09:52PM Page 2 I9 Job Number: 2-11-9772 Report Description: Ordinary Group Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 17 -0-6 E(2-11/2) 20.24 18 -0-6 E(2-1%) 18.79 19 -0-6 E(2-1%) 18.64 32 0-0 P0(7-1%) 37.87 33 0-0 33.32 53 0-0 T(3-7) 32.30 54 0-0 T(3-7) 30.13 36 0-0 E(1-5) 29.68 66 0-0 PO(4-3%) 36.27 68 0-0 2P0(8-9'/), 2C(8-91/2) 37.89 94 0-0 PO(4-3%) 36.69 96 0-0 2P0(8-9%), 2C(8-9%) 38.43 97 -0-6 E(2-1'/2) 20.59 98 -0-6 E(2-1%) 19.11 99 -0-6 E(2-1%) 18.97 75 0-0 PO(7-1%) 38.46 76 0-0 33.86 125 0-0 T(3-7) 32.81 126 0-0 T(3-7) 30.61 80 0-0 E(1-5) 30.16 164 0-0 T(19-10%) 42.60 3 -75-0 109.44 _ 337 -73-0 E(13-2) 104.80 338 -71-9 BV(11-11) 103.40 601 -8-0 Spr(-30.21) 30.21 76.95 602 -8-0 Spr(-19.73) 19.73 62.18 603 -8-0 Spr(-18.49) 18.49 60.20 604 -8-0 Spr(-18.37) 18.37 60.00 609 -8-0 Spr(-32.53) 32.53 79.85 610 -8-0 Spr(-20.02) 20.02 62.64 611 -8-0 Spr(-18.77) 18.77 60.65 612 -8-0 Spr(-18.64) 18.64 60.45 1 -78-0 S 111.25 522.92 ©M.E.P.CAD, Inc. fi AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:53PM Page 3 lig Job Number: 2-11-9772 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Q. Route 1 DR 1.3800 0=60.00 12.87 C=100 0.366022 7-6 Pf 3.53 604 -8-0 q=60.00 K=14 18.37 Spr(-18.37) 2-1% Pe -3.25 19 -0-6 18.64 E(2-1%) 9-714 Pv AO 1.0490 Q=60.00 22.27 C=100 1.391687 3-914 Pf 11.25 19 -0-6 18.64 4-3% Pe -0.22 36 0-0 29.68 3E(1-5) 8-1 Pv BL 2.2030 0=60.00 5.05 C=100 0.037518 12-0 Pf 0.45 36 0-0 29.68 Pe 54 0-0 30.13 12-0 Pv BL 2.2030 0=120.20 10.12 C=100 0.135662 16-0 Pf 2.17 54 0-0 30.13 Pe 53 0-0 32.30 16-0 Pv BL 2.2030 0=182.38 15.35 C=100 0.293391 3-6 Pf 1.03 53 0-0 32.30 Pe 33 0-0 33.32 3-6 Pv BL 2.0670 Q=182.38 17.44 C=100 0.400147 4-214 Pf 4.55 33 0-0 33.32 7-1% Pe 32 0-0 37.87 - PO(7-1Y2) 11-4Y2 Pv CM 4.0260 0=182.38 4.60 C=100 0.015567 1-214 Pf 0.02 32 0-0 37.87 Pe 68 0-0 37.89 1-2% Pv CM 4.0260 0=259.33 6.54 C=100 0.029856 18-0 Pf 0.54 68 0-0 37.89 Pe 96 0-0 38.43 18-0 Pv CM 4.0260 Q=339.18 8.55 C=100 0.049057 0-914 Pf 0.04 96 0-0 38.43 Pe 75 0-0 38.46 0-9% Pv CM 4.0260 0=522.92 13.18 C=100 0.109271 37-10 Pf 4.14 75 0-0 38.46 Pe 164 0-0 42.60 37-10 Pv CM 4.3100 Q=522.92 11.50 C=100 _ 0.078403 297-414 Pf 29.70 164 0-0 42.60 81-6 Pe 31.10 338 -71-9 103.40 T(19-1014), 5E(9-11), DeIV, 378-10 Pv BV(11-11) CM 4.2600 0=522.92 11.77 C=120 0.059228 1-3 Pf 0.85 338 -71-9 103.40 13-2 Pe 0.55 337 -73-0 104.80 E(13-2) 14-5 Pv CM 6.3570 0=522.92 5.29 C=120 0.008432 18-514 Pf 3.77 337 -73-0 104.80 72-11 Pe 0.87 3 -75-0 109.44 T(37 -8Y2), 2E(17-7), BFP(-3.00) 91-414 Pv UG 6.2800 0=522.92 5.42 C=140 0.006727 53-0 Pf 0.50 3 -75-0 109.44 22-1 Pe 1.30 1 -78-0 111.25 E(22-1), S 75-1 Pv Route 2 DR 1.3800 0=60.20 12.91 C=100 0.368246 7-6 Pf 3.55 603 -8-0 q=60.20 K=14 18.49 Spr(-18.49) 2-114 Pe -3.25 18 -0-6 18.79 E(2-1%) 9-7% Pv AO 1.0490 0=60.20 22.35 C=100 1.400144 1-10 Pf 11.56 18 -0-6 18.79 6-5 Pe -0.22 54 0-0 30.13 2E(1-5), T(3-7) 8-3 Pv .Q• Route 3 DR 1.3800 0=60.45 12.97 C=100 0.371101 7-6 Pf 3.58 612 -8-0 q=60.45 K=14 18.64 Spr(-18.64) 2-1% Pe -3.25 99 -0-6 18.97 E(2-1%) 9-7% Pv AO 1.0490 0=60.45 22.44 C=100 1.411000 3-914 Pf 11.40 99 -0-6 18.97 4-314 Pe -0.22 80 0-0 30.16 3E(1-5) 8-1 Pv BL 2.2030 0=60.45 5.09 C=100 0.038038 12-0 Pf 0.46 80 0-0 30.16 Pe 126 0-0 30.61 12-0 Pv BL 2.2030 0=121.10 10.19 C=100 0.137545 16-0 Pf 2.20 126 0-0 30.61 Pe 125 0-0 32.81 16-0 Pv BL 2.2030 0=183.74 15.47 C=100 0.297458 3-6 Pf 1.04 125 0-0 32.81 Pe 76 0-0 33.86 3-6 Pv BL 2.0670 0=183.74 17.57 C=100 0.405694 4-214 Pf 4.61 76 0-0 33.86 7-1% Pe 75 0-0 38.46 PO(7-1%) 11-4% Pv Q. Route 4 (, ©M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.1.32 01/11/2008 1:09:53PM Page 4 Job Number. 2-11-9772 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream DR 1.3800 Q=60.65 13.01 C=100 0.373355 7-6 2-1% 9-7% Pf 3.60 Pe -3.25 Pv 611 -8-0 q=60.65 K=14 18.77 Spr(-18.77) 98 -0-6 19.11 E(2 -1V2) AO 1.0490 0=60.65 22.51 C=100 1.419569 1-10 6-5 8-3 Pf 11.72 Pe -0.22 Pv 98 -0-6 19.11 126 0-0 30.61 2E(1-5), T(3-7) Go Route 5 DR 1.3800 0=62.18 13.34 C=100 0.390991 7-6 2-1Y 9-7% Pf 3.77 Pe -3.25 Pv 602 -8-0 q=62.18 K=14 19.73 Spr(-19.73) 17 -0-6 20.24 E(2-1%) AO 1.0490 0=62.18 23.08 C=100 1.486624 1-10 6-5 8-3 Pf 12.27 Pe -0.22 Pv 17 -0-6 20.24 53 0-0 32.30 2E(1-5), T(3-7) Gil Route 6 DR 1.3800 0=62.64 13.44 C=100 0.396401 7-6 2-114 9-7'/ Pf 3.82 Pe -3.25 Pv 610 -8-0 q=62.64 K=14 20.02 Spr(-20.02) 97 -0-6 20.59 E(2-1%) AO 1.0490 0=62.64 23.25 C=100 1.507194 1-10 6-5 8-3 Pf 12.44 Pe -0.22 Pv 97 -0-6 - 20.59 125 0-0 32.81 2E(1-5), T(3-7) v Route 7 DR 1.3800 0=76.95 16.51 C=100 0.580015 10-0 6-5 16-5 Pf 9.52 Pe -3.47 Pv 601 -8-0 q=76.95 K=14 30.21 Spr(-30.21) 66 0-0 36.27 E(2 -1'/z), PO(4-314) BL 2.1570 0=76.95 6.76 C=100 0.065887 7-1 17-6% 24-7% Pf 1.62 Pe Pv 66 0-0 36.27 68 0-0 37.89 PO(8-9'/), C(8 -9%z) v Route 8 DR 1.3800 0=79.85 17.13 C=100 0.621082 8-0 4-31/ 12-3% Pf 7.63 Pe -3.47 Pv 609 -8-0 q=79.85 K=14 32.53 Spr(-32.53) 94 0-0 36.69 PO(4-3%) BL 2.1570 0=79.85 7.01 •- C=100 0.070552 7-1 17-6% 24-716 Pf 1.74 Pe Pv 94 0-0 - 36.69 96 0-0 38.43 PO(8-9%z), C(8 -9'/z) quivale tFhp t aVa nct itg 12(1 QrI(y '= C;Va[u Mut ipti r Actual Inside Diameter l4.87 ( Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter / = Factor 6s, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:53PM Page 5 J Job Number: 2-11-9772 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream tir4: Elevation Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary 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 E EE Velocity pressure at a point in a pipe Eel Ee2 FDC fE fEE flg FN fT g 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 ALV Alarm Valve AngV Angle Valve b Bushing BalV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11%° Elbow 22W 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 O M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:53PM Page 6 X99 Job Number. 2-11-9772 Report Description: Ordinary Group 1 © M.E.P.CAD, Inc. fifi AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:54PM Page 7 Supply at Node 1 150 Static Pressure 134.00 135 -4\ 120 .772.92 522.92 with @ 111.25 hose streams 105 90 fn n °-' 75 fn E a` ‘ 60 System demand curve 45 30 - - .51.00 @ 20.00 15 111I1ID11llI 1111(11(1 11111 1 1 1 1 1111111 1 1 1 I 1 1 1 1 I_ 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 0450 900 1350 1800 2250 2700 3150 Water flow, gpm 3600 4050 4500 Hydraulic Graph Supply at Node 1 Static Pressure 134.00 Residual Pressure 4051.00 @ 20.00 Available PressureTime of Test 128.68 @ 772.92 System Demand 522.92 @ 111.25 System Demand (Including Hose Allowance) 772.92 @ 111.25 © M.E.P.CAD, Inc. fifi AutoSPRINK® VR5 v5.1.32 01/11/2008 1:09:54PM Page 7 • ydrati het, 1 Job Number: 524 Report Description: OrdinaryGroup I MRLINPVMVORSMNPRIITRRSYQWNMRTRMNTOREIIRVVSSIEBNSBIEOVSOMOISIONSVMSROSEN Job Number 524 Design Engineer JUDY McCLELLAN Job Name: TK5 DATA CENTER EXPANSION Phone 206.832.8191 FM 206.832.8558 Address 1 3355 SOUTH 120TH STREET StateCertincationAJoense Number Address 2 REMOTE AREA #1 AHJ CITY OF TUKWILA City TUKWILA State 1 2Ip Code WA 98168 Job Site System ?r Density Area of APpilcation 0.15gpmfft2 2000.00ft2 (Actual 2364.69ft2) Most Demanding Sprinider Date Hose Streams 14K K -Factor 39.10gpm at 7.800psi 250.00gpm Coverage Per SprinWer Number Of Sprinklers Calculated 256.00ft2 6 System Pressure Demand System Flow Demand • 60.585psi 242.18gpm Total Demand Pressure Result 492.18gpm @ 60.585psi +49.679psi (45.1%) $U-RfIRMVMttPPRNEIM'MMORZi2RWB-SFNEMPEEV 007.40.0.010figetkEINOSINIMITOMMINSIMASKII Node Flow(gom) Hose Flow(gom) Static(osil Residuallosll Identifier Pressure(osil K-Factor(K1 Flow(gom) 1 1481.00gpm 250.00gpm 113.000ps1 92.000psi • Cli...7 Uj Wil10-7fh v 4ftugh D.00 Rwrtsix Notimatreteam .„ 'IlingORMIIMUNIAM. TRAMARTAMIERitiT-11000:01SIREM 150 ,.., 135 120 = F= -"Static ff Pressure 113.000psi 105 = = 5 _ 90 75 : 1481.00gpm @ 92.000ps1 z - {I) = 242.18gpm @ 60.585psi ri2 60 ; = r . 492.1893m with hose streams System demand curve = 30 Nom E 115 MOM E: ,-.. 11E4 = . 0 aramiiiimliitt iiiiniii !mum miiiiii mum! milli!' 1 ?Jim ii VIM% 1351,00450 600 900 1200 1500 750 1050 1350 — — Water flow, gpm M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.0.52 08/12/2008 1:34:24PM Page 1 -'.---,iitifiii ';',3-Net.!eqC;MilLiZalli'AV,F.Ittlp,t4r.f.A41:t,tif.1 Pcge.01.naIY.A1.§:oiTevMsnegfcgmtma Job Number: 524 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 346 60'-8" P0(13' -7W) 30.246ps 316 60'-8" P0(5'-9") 25.538psi 318 60'-8" P0(5.-9") 24.882psi • 320 60'-8" P0(5'-9") 24.734psi 452 60'-8" P0(13'-71/2") 30.354psi , 390 60'-8" P0(5'-9") 25.854psi 392 60'-8" P0(5'-9") 25.241psi 397 60'-8" P0(10.-11") 25.095psi 398 61'-2" T(5'-9") 24.706psi 352 0-0" P0(27'-101/2") 60.502psi 610 60'-8" 53'-0" fE(6'-91/2") Spr(-8.789psi), fd(24'-(r) 31.557psi 8.789psi •41.51gpm 109 107 53'-0" Spr(-8.578psi), fd(24'-0") 8.578psi 41.00gpm 104 53'-0" Spr(-8.258psi), fd(24'-0") 8.258psi 40.23gpm 105 53'-0" Spr(-8.324psi), fd(24'-0") 8.324psi 40.39gpm 102 53'-0" Spr(-8.143psi), fd(24'-0) 8.143psi 39.95gpm 101 53'-0" Spr(-7.800psi), fd(24'-0) 7.800psi 39.10gpm M.E:P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 08/12/2008 1:34:26PM Page 1 © M:E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 08/12/2008 1.34`28P_M Page 1 ��}rdraullc? naiys�s. 1,, „; r ;, • Job Number: 524 Report Description: Ordinary.Group I Pipe Type Diameter Flow . Velocity HWC Friction Loss • Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary a••••-••Route 1 AO 1.0800 Q=39.10gpm 13.69fps C=120 0.390305.. 14'-6'/Z Pf •20.446ps 101 • 53'-0" q=39.10gpm K=14K 7.800psi Spr(-7.800psi), fd(24'-0") 398 61'-2" 24.706psi 2T(5'-9"), E(2'-3'/a') 37'-10' 52'-4'/a' Pe--3.540psi Pv AO 2.1040 Q=39.10gpm • 3.61fps C=120 0.015169 0'-6' Pf • 0.173psi 398 61'-2" 24.706psi 397 60'-8" 25.095psi PO(10'-11") 10'-11' 11'-5' Pe 0.217psi Pv BL 2.2030 Q=39.10gpm 3.29fps• C=120 0.012125 12'-0' Pf 0.145psi 397 60'-8" 25.095psi 392 60'-8" 25.241 psi 12'-0' Pe Pv BL 2.2030 Q=79.05gpm 6.65fps C=120 0.044595 13'-9' Pf 0.613psi 392 60'-8" 25.241 psi 390 60'-8" 25.854psi 13'-9' Pe Pv BL 2.2030 • Q=119.44gpm 10.05fps C=120 0.095699 • 33'-416 Pf 4:501ps1 390 60'-8" 25.854psi 452 60'-8" 30.354psi PO(13'-7'/Z') 13'-7'/: • 47'-0'/z' Pe Pv FM 4.0260 Q=242.18gpm 6.10fps C=120 0.018775 34.-0% Pf 1.202psi 452 60'-8" 30.354psi 610 60'-8" 31.557psi 3E(10.-0") 30'-0' 64'-0'/z Pe Pv CM 4.3100 Q=242.18gpm 5.33fps C=120 0.013471 • 89'-1'/z' Pf 2.644psi 610 60'-8" 31.557psi fE(6'-91/2") 352 0'-0" 60.502ps1 .2, 3E(13'-11"), DPV(13'-11"), BV(16'-8'/z"), PO(27'-10%4') 107'-2' 196'-3'/z Pe 26.301ps Pv FM 6.4030 Q=242.18gpm 2.41fps C=120 0.001960 24'-5' Pf 0.084psi 352 0'-0" 60.502psi 1 0'-0" 60.585psi E(18'-3"), BFP, S 18'-3' 42'-8' Pe Pv 4i6•••••Route.2 AO 1.0800 Q=39.95gpm 13.99fps C=120 0.406135 12'-5'/" 37'-10' 50'-3'/z Pf 20.422ps Pe-3.324psi Pv 102 53'-0" q=39.95gpm K=14K 8.143psi Spr(-8.143psi), fd(24'-0") 392 60'-8" 25.241 psi T(5'-9"), E(2.-3W), PO(5'-9") o•••••Route 3•••••• AO 1.0800 Q=40.23gpm 14.09fps 6=120 0.411467 10'-334' 37'-10' 48'-1'/z Pf 19.799ps Pe-3.324psi Pv 104 53'-0" q=40.23gpm K=14K 8.258psi Spr(-8.258psi), fd(24'-0") 320 60'-8" 24.734psi T(5'-9"), E(2'-31/2"), PO(5'-9") BL 2.2030 Q=40.23gpm 3.39fps C=120 0.012783 11'-7" 11'-7' Pf 0.148psi Pe Pv 320 60'-8" 24.734psi 318 60'-8" 24.882psi BL 2.2030 Q=81.24gpm 6.84fps C=120 0.046904 14'-0' 14'-0' Pf 0.657psi Pe 0,000psi Pv 318 60'-8" 24.882psi 316 60'-8" 25.538psi BL 2.2030 Q=122.74gpm 10.33fps C=120 0.100649 33'-1'/i 13'-7'/i 46'-9'/i Pf 4.708psi Pe Pv 316 60'-8" 25.538psi 346 60'-8" 30.246psi PO(13'-7'/i') FM 4.0260 Q=122.74gpm 3.09fps C=120 0.005340 20'-3' 20'-3' Pf 0.108psi Pe Pv 346 60'-8" 30.246psi 452 60'-8" 30.354ps1 a► Route 4 AO 1.0800 Q=40.39gpm 14.15fps C=120 0.414504 12'-6' 37'-10' 50'-3'/z' Pf 20.854ps Pe-3.324psi Pv 105 53'-0" .q=40.39gpm K=14K 8.324ps1 Spr(-8.324psi), fd(24'-(31") 390 60'-8" 25.854psi T(5'-9"), E(2'-3'/2'), PO(5'-9") Route 5 AO 1.0800 Q=41.00gpm 14.36fps C=120 0.426207 8'-2%z' Pf 19.627ps 107 53'-0" q=41.00gpm K=14K 8.578psi Spr(-8.578psi), fd(24'-0") 318 60'-8" 24.882psi T(5'-9"), E(2'-3'/i'), PO(5'-9") 37'-10' 46'-0'/i Pe-3.324psi Pv a► Route 6••.••• AO 1.0800 Q=41.51gpm 14.54fps C=120 0.435888 8'-2'/z Pf 20.073ps 109 53'-0" q=41.51 gpm K=14K 8.789psi Spr(-8.789psi), fd(24'-0") 316 60'-8" 25.538psi T(5'-9"), E(2'-3%z"), PO(5'-9") 37'-10' 46'-0'/i Pe-3.324psi Pv Equivalent P0e.LenghsMILA ves andi tingt(C-120 only),,~, 1,0 0:0101,0:1510111 10111 Actual Inside Diameter 4's� ( Value Of C 100 130 140 150 Schedule 40 Steel Pipe Inside Diameter ) = Factor Multiplying Factor 0.713 1.16 1.33 1.51 © M:E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 08/12/2008 1.34`28P_M Page 1 Job Number: 524 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge .K -Factor Pt Pn Fittings 10:13, l,I y ,e?Le end Length Pressure Eq. Length Summary Total Length 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 ALV Foot AngV gpm b gpm BaIV fps BFP psi BV Foot C psi/Foot cplg Hazen -Williams Constant Cr Total pressure at a point in a pipe CV Normal pressure at a point in a pipe DeIV Pressure loss due to friction between points DPV Pressure due to elevation difference between indicated points E Velocity pressure at a point in a pipe EE Eel Ee2 fd FDC fE fEE flg FN fT g 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 AittlaMEMEt 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 11Y° Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long 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 (Ay ©M:E.P.CAD, Inc. EqAutoSPRINKO VR7 v7.0.52 08/12/2008 1:34:28PM Page 2 Nd Job Number: 524 . vt+v.a ✓V.. ntwu V, 1..viumictiy. VI VUId 1 Supply .at Node 1 150 135 120 105 Static Pressure 113.000psi 90 1TA 0_ 75 – _ 1481.00gpm @ 92.000psi— 0 0 0 = 60 242.18gpmi 60.585psi – 45 – 492.18gpm with hose streams 30 – System demand curve 15 0 111111111 II I I I I I I 111111111111111111 1 111111111 111111111 1 1 1 1 1 1 11 1 111111 I_ 1I I I I I I I I 1 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Available Pressure (2 Time of Tnt 110.264psi @ 492.18gpm System Demand 242.18gpm @ 60.585psi System Demand (Including Hose Allowance) 492.18gpm @ 60.585psi .L.h'-.GHU, Inc. AutoSPRINK® VR7 v7.0:52 08/12/2008 1•34•30PM Pagel Job Number: 524 Report Description: Ordinary Group I Jobl u3L} aATkY,4-", 11- 07 q 2#EIN ' - E Job Number - 524 Design Engineer JUDY McCLELLAN Job Name: TK5 DATA CENTER EXPANSION Phone 206.832.8191 FAX 206.832.8558 Address 1 - 3355 SOUTH 120TH STREET Stale Cr1f c IIoMJcenseNumber Address 2 REMOTE AREA #2 AHJ CITY OF TUKWILA City TUKWILA Elate Tip Code WA 98168 Jab Site Mtklatigetilttatti Density 0.15gpm/ft2 Area ofAppacellon 2000.00ft2 (Actual 2057.25ft2) Most Demanding Spdnkter Data 14K K -Factor 39.10gpm at 7.800psi Hose Stream, 250.00gpm Coverage Per Spdnaler - 256.00ft2 Number Of Sprinklers Calculated 9 System Pressure Demand 81.709psi System Flow Demand 393:21 gpm total Demand 643.21gpm @ 81.7b9psi Pressure Result +26.802psi (24.7%) 5up6.110. `5 4.1ffiY 3 '7` NSI.REA ONOIhGug(am_ _ " _rr. M -P W3._ r _..v Node Flow(oom) Hose Flow(gpm) Static(osi) Residuallosil identifier Pressure(osi) K-Factor(K) Flow(gom) 1 1481.00gpm 250.00gpm 113.000psi 92.000psi COPII LAIL" 4. _ - _.'1.,.�� b 5241FPW3D cad ' f'' gym. MT ... . - SMPpytaIRRI (a' I 0-ths.?:1,2g4ftWit. t cifei stat s _ 150 I _ El I 135 120 - 105 Static Pressure 113.000psi I 90 n. Li 393_2 - pm i 643.21 @ 81.709psi gpm with hose — 1481.00gpm @ stream 92.000psI 75 w 51 a 60 IT o- 45 System demand curve I I 30 miiinni� 15 1 SINHI • li... 0 - 111N111111111111111If111111IIIIf1111 111111111 1(1111111 111111111 111111111 %TANI 00450 600 900 1200 1500 — .-." -- --� '-�-, -- -_-. - - 750 1050 1350 Water flow, gpm L,.© M.E':P.CAD, Inc. ±;J'AutoSPRINK®VR7 v7.0.52 08/12!2008 1:35:42PM Page 1 • :,,..)!ti•A • • Virp,511 Job Number: 524 Report Description: Ordinary Group 1 Node Elevation(Foot) Fittings Pressure(psll Discharge(gpm) 75 62.-8" P0(5.-9") 21.841psi 93 62'-8" P0(5'-9") 22.059psi 179 62'-8" P0(13' -7W) 42.429psi 183 62'-8" P0(5'-9") 30.839psi 185 62'43" P0(5'-9") 26.383psi 187 62%8" P0(5'-9") 24.123psi 189 62-8" P0(5'-9") 22.954psi 260 62.-8" PO(13'-7W) 42.654psi 264 62-8" P0(5'-9") 38.166psi 266 62.-8" P0(5'-9") 36.990psi 274 62* -8" P0(5'-9") 36.501psi 374 0-0" P0(27' -10W) ' 81.538psi 201 53.-0" Spr(-7.800psi), fd(24'-(P) 7.800psi 39.10gpm • 202 53-0" Spr(-7.869psi), fd(24.-0") 7.869psi 39.27gpm 206 53'-0" Spr(-10.441psi), fd(24'-0") 10.441psi 45.24gpm 205 53'-0" Spr(-9.100psi), fd(24'-0") 9.100psi 42.23gpm 204 53-0" Spr(-8.391psi), fd(24'-0") 8.391psi 40.55gpm 203 53'-0" Spr(-7.977psi), fd(24'-0") 7.977psi 39.54gpm 207 53-0" Spr(-11.650psi), fd(24.-0") 11.650psi 47.78gpm 209 53'-0" Spr(-12.813psi), fd(24'-0") 12.813psi 50.11gpm 208 53-0" Spr(-12.438psi), fd(24`-0") 12.438psi 49.37gpm • M.EP.CAD, Inc. AutoSPRINKO VR7 v7.0.52 • ill flS d ss, i 11 z .1 4 r 4 Hfdraylic�Analysis',t,; ,+k7.)'., Job Number: 524 Report Description: Ordinary Group I Pipe Type. Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary cis Route 1 AO 1.0800 Q=39.10gpm 13.69fps C=120 0.390305 11'-2' Pf 18.232ps 201 53'-0" q=39.10gpm K=14K 7.800psi Spr(-7.800psi), fd(24'-0") 75 62'-8" 21.841psi T(5'-9"), PO(5'-9") 35'-61/2' 46'-81/2' Pe-4.191psi Pv BL 2.2030 Q=39.10gpm 3.29fps C=120 0.012125 18'-0' Pf 0.218psi 75 62'-8" 21.841 psi 93 62'-8" 22.059psi 18'-0' Pe Pv BL 2.2030 Q=78.37gpm 6.60fps C=120 0.043891 16-11' Pf 0.895psi 93 62'-8" 22.059psi 189 62'-8" 22.954psi fE(3'-6") 3'-6' 20'-5' Pe Pv BL 2.2030 Q=117.91gpm 9.92fps C=120 0.093446 12'-6" Pf 1.168psi 189 62'-8" 22.954psi 187 62'-8" 24.123psi 12'-6' Pe-0.000psi Pv BL 2.2030 Q=158.47gpm 13.34fps C=120 0.161459 14'-0' Pf 2.260psi 187 62'-8" 24.123psi 185 62'-8" 26.383psi 14'-0' Pe 0.000psi Pv BL 2.2030 Q=200.70gpm 16.89fps C=120 0.249967 17-10' Pf 4.456psi 185 62'-8" 26.383psi 183 62'-8" 30.839psi 17'-10' Pe Pv BL 2.2030 Q=245.94gpm 20.70fps 0=120 0.364081 18'-2W Pf 11.590ps 183 62'-8" 30.839psi 179 62'-8" 42.429psi PO(13'-7W) 13'-71/2' 31'-10' Pe Pv CM 4.3100 Q=245.94gpm 5.41fps C=120 0.013860 16-3'/z Pf 0.226psi 179 67-8" 42.429psi 260 62'-8" 42.654psi 16'-31/2 Pe Pv CM 4.3100 Q=393.21gpm 8.65fps C=120 0.033022 212'-111/2 Pf 11.716ps 260 62'-8" 42.654psi 374 0'-0" 81.538psi 2P0(27'-101/2"), 2fE(6'-91/2"), Z, 3E(13'-11"), DPV(13'-11"), BV(16'-BW) 141'-10' 354'-9'/i Pe 27.168ps Pv FM 6.4030 Q=393.21gpm 3.92fps C=120 0.004804 17-5' Pf 0.171psi 374 0'-0" 81.538psi 1 0'-0" 81.709psi E(18'-3"), BFP, S 18'-3' 35'-8' Pe Pv ®r Route 2 AO 1.0800 Q=39.27gpm 13.75fps C=120 0.393499 11'-2' 35'-61/2' 46'-8W Pf 18.381ps Pe -4.191 psi Pv 202 53'-0" q=39.27gpm K=14K 7.869psi Spr(-7.869psi), fd(24'-0") 93 62'-8" 22.059psi T(5'-9"), PO(5'-9") a•••••Route 3•••• - AO 1.0800 Q=39.54gpm 13.85fps C=120 0.398486 10'-3%' Pf 19.168ps 203 53'-0" q=39.54gpm K=14K 7.977psi Spr(-7.977psi), fd(24'-0") 189 62'-8" 22.954psi T(5'-9"), E(2'-31/2"), PO(5'-9") 37'-10' 48'-1' Pe -4.191 psi Pv Gip Route 4 AO 1.0800 Q=40.55gpm 14.20fps 0=120 0.417586 9'-101A' Pf 19.922ps 204 53'-0" q=40.55gpm K=14K 8.391 psi Spr(-8.391psi), fd(24'-0") 187 62'-8" 24.123psi T(5'-9"), E(2' -3W), PO(5'-9") 37'-10' 47'-81/2' Pe -4.191 psi Pv - Route 5 AO 1,0800 Q=42.23qpm 14.79fps C=120 0.450110 9'-101/z Pf 21.474ps 205 53'-0" q=42.23gpm K=14K 9.100psi Spr(-9.100ps1), fd(24'-0") 185 62'-8" 26.383psi T(5'-9"), E(2' -3W), PO(5'-9") 37'-10' 47'-81/2' Pe-4.191psi Pv Route 6 AO 1.0800 Q=45.24gpm 15.84fps C=120 0.511166 10'-3W Pf 24.588ps 206 53'-0" q=45.24gpm K=14K 10.441 psi Spr(-10.441 psi), fd(24`-0") 183 62'-8" 30.839psi T(5'-9"), E(2'-31/2"), PO(5'-9") 37'-10' 48'-1' Pe -4.191 psi Pv . a► Route 7 AO 1.0800 Q=47.78gpm 16.74fps 0=120 0.565669 13'-6' Pf 29.042ps 207 53'-0" q=47.78gpm K=141( 11.650psi Spr(-11.650psi), fd(24'-0") 274 62'-8" 36.501psi T(5'-9"), E(2' -3'/z"), PO(5'-9") 37'-10' 51'-4' Pe -4.191 psi Pv CM 2.2030 Q=47.78gpm 4.02fps C=120 0.017573 27'-10' Pf 0.489psi 274 62'-8" 36.501 psi 266 6Z-8" 36.990psi 27'-10' Pe Pv CM 2.2030 Q=97.16gpm 8.18fps C=120 0.065315 18'-0' Pf 1.176psi 266 62'-8" 36.990psi 264 62'-8" 38.166psi 18'-0' Pe Pv CM 2.2030 Q=147.27qpm 12.40fps C=120 0.140991 18'-2'/z' Pf 4.488ps1 264 62'-8" 38.166psi 260 62'-8" 42.654psi PO(13'-71/2') 13'-714 31'-10' Pe Pv a► Route 8 AO 1.0800 Q=49.37qpm 17.29fps 0=120 0.600965 10'-0' Pf 28.744ps 208 53'-0" q=49.37gpm K=14K 12.438psi Spr(-12.438psi), fd(24'-0") 266 62'-8" 36.990psi T(5'-9"), E(2' -3'/z'), PO(5'-9") 37'-10' 47'-10' Pe-4.191psi Pv .w. 9 [Aj, © M.E.P.CAD, Inc. iiiAutoSPRINKO VR7 v7.0.52 08/12/2008 1:35:46PM Page 1 Job Number: 524 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC . Friction Loss Downstream Elevation Discharge K -Factor Upstream AO Pt Pn Fittings Length Eq. Length Total Length Pressure Summary 1.0800 Q=50.11gpm 17.55fps C=120 209 264 53'-0" 62'-8" q=50.11 gpm K=14K 12.813psi 38.166psi 0.617709 Spr(-12.813psi), fd(24'-0") T(5'-9")rE(2'-31/z"), P0(5,-9") 10'-0' 3T-10' 47'-10' Pf 29.544ps Pe -4.191 psi Pv Equivalent#P�pe Lengths p aNesan0tFttkir29s)(C,120 on l Actual Inside Diameter `4.87 40 Steel Pipe Inside Diameter /1 = Factor Schedulep alue nick ihplieiv/ it Value Of C 100 Multiplying Factor 0.713 130 140 150 1.16 1,33 1.51 Pti�pe AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground iW. 151163;M19 itsLe6a °°dam 1, __., . z_; Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between Indicated points Velocity pressure at a point in a pipe 4,4 ailiSF.:41.J ALV AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE fig FN fr g GIoV GV Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PrV PRV red S sCV Spr St T Tr U WirF WMV 2 Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long Tum Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Relief Valve Pressure Reducing Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap (d„ © M.E:P.CAD; IncAutoSPRINK® VR7 v7.0.52 08/12/2008 1:35:46PM Page 2 A(y ©M.E.P.CAD, Inc. 1; AutoSPRINK® VR7 v7.0.52 08/12/2008 1:35:47PM Page 1 H1 ydraulic ., "'. _ C 19 ) r ry 7 -E �1 i,"3: .i l�[ „. t f GAraph 4 ,:iii ;A{ ''''' V Job Number: 524 Report Description: Ordinary Group I Supply at Node 1 • 150 135 120 -S atic Pressure 113.000psi 105 92.000psi— 90 - Q -..., CD- 393.21 gpm @ 81.709psi • 643.21 gpm with hose streams 1481.00gpm @ 75 _ in N PEJ / 60 System demand curve 45 30 15 L111111111111111111 111111111 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 ) 1 1 1 1 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 1 1 1 I I I 0 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Avalieble Pressure a Time of Test 108.511 psi @ 643.21 gpm System Demand 393.21gpm @ 81.709psi System Oemand (Including Hose Allowance) 643.21 gpm @ 81.709psi A(y ©M.E.P.CAD, Inc. 1; AutoSPRINK® VR7 v7.0.52 08/12/2008 1:35:47PM Page 1 E draulic®VW1* ir°a ]n " ? drfir JobNumber: Report Description: Ordinary Group II . g}g Ub4§tTa JJob -*V!gji .gr+.f3 Ja ,g Job Number 524 Dealgn Engineer JUDY McCLELLAN Jab Name TK5 DATA CENTER EXPANSION Phone 206.832.8191 FAX 206.832.8558 Address 1 3355 SOUTH 120TH STREET State C.NficegoMlcanse Number Address 2 REMOTE AREA #3 AW CITY OF TUKWILA City StateZip Code WA I 98168 A1,514TUKWILA nrt Itx i .CT � i ' { - y I(. :T. 7' �i £4i#9 } t'}h }.£ ]A � #G i ' y q � �� 37 i\a'i.:vFFfy � � �� ��,�a 2 iF t St:Fxk ��� ? >:A � Wr�d�?5iin��ti .:_.�, _ M.,..._<�.,.,,�.,w ..r.r .�, ., • g: S stem ter,. �y �,._A .�,_;,'M.A:w��3�r._.,_a,��,.,�,;.-.�.,At De 0e30gpm/ft2 Area of Application 2500.00ft2 (Actual 1226.80ft2) Most Demanding Sprinkler Data 11.2K K-Factor 30.05gpm at 7.200psi Hose Streams 500.00gpm Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 15 System Pressure Demand 73.709psi System Flow Demand 522.57gpm Total Demand 1022 57gpm @ 73 709ps1 Pressure Result +28 707psi (28.0%) ]l w� rA M s s 4 � Fr 11 r ��rt -14 Supplies_ �- �- �y � s.: t rv< � ,a�.. � �.::'Fx�,,�y, 4�..�..r--°� owaE PolE. it "es>!r _� it x .:..: e,, { __ Ia-_, y�� x '11 -- .--- .. _.9 _. �_ .. , ._ . Identifier pressure(psil K-Factor(K) Flow(goml Node Flow(gom) Hose Flow(gom) Static(osil Residual(osil 1 1481.00gpm , 500.00gpm 113.000psi 92.000psi ' AP,.Alk 111r.`��r • iv A - ..,. „; ....- -,;:) p,�;: , a v w5d 0� 1 3j s 52,ODPSI) i S':�PP�Y�talloe.l��t14$1�OQgp"ri1 K O4 9miil A'I;. ,. p.:l� 4. �.�..�__, 524�FPL3.3D!cad.,.=t-'t� �-��.ry}� ;..;.��,T �`'� _ 150 _ 135 = 120 _Static 105 Pressure 113.000psi ■■� _ 90 2. 522.57gpm 73.709psi 1481.00gpm @ 92.000ps1 P-- 75 N _ E60 ` _ 1022.57.pm with hose streams o- - E System demand curve 45 _ 30 imi 15 IENE MIN M1 D qtnion111111111Wt U11111U u utuu Hilum Hui 1111 milli]] Illiii ill 1500 I ':'.�A ,M00450 600 750 900 1050 1200 1350 :i — mm, T �. —. Water flow, gpm -.. ^ — — — _,... _ ._ .. __ ..__ _ _ __ na/19/9nna 1.37.53PM Paae r(f M.E.P..CAD,_ Inc. i, AUtoSPRINK(3) VK/ vi.u, iV , [ • . , -...r....-, . n...; 4, tz,:t.1.;;,,A,111:4' ZnIg'-.47)t1nWQ4,...,zek.w. ,, ,14... ''lifi , Ottrgel'01411 Node Elevation(Foot) Fittings P0(13' -7W) 260 62.-e P0(5'-9") 277 62.-8 P0(5!-9") 281 62-8" P0(5'-9") 284 62-8" PO(13'-71/2") 395 62%-8 P0(5'-9") 427 428 62-8" 62-8" P0(5'-9") 429 62-8" P0(5'-9") 460 62-8" P0(5'-9") 462 62'-8" P0(5'-9") •P0(5'-9") 464 62-8" P0(13'-71/2") 481 62'-8" 0'-0" P0(27'-101/2") 374 P0(27.-1DW) 396 62'-8" 62-8" P0(13'-71/2") 585 P0(5'-9") 590 62'-8 P0(5'-9") 592 62-8" 62'-8" P0(5'-9") 594 62-8" P0(5'-9") 596 62'-8" P0(5'-9") 598 P0(5'-9") 600 309 62'-8" 53'-0" Spr(-10.883psi), fd(24'-0") 308 53.-0" Spr(-10.750psi), fd(24'-0") 307 53'-0" Spr(-10.571psi), fd(24'-0") 317 53'-0" Spr(-11.575psi), fd(25'-0") 315 53'-0" Spr(-11.406Ps1), fd(25'-0") fd(24'-0") 313 314 53'-0" 53'-0" Spr(-10.734psi), Spr(-11.112psi), fd(24'-0") fd(24'-0") 311 53'-0" Spr(-10.969psi), 310 53'-0" Spr(-10.927psi), fd(24'-0") 305 53'-0" Spr(-8.214psi), fd(21'-0") 303 53'-0" Spr(-7.802psi), fd(21'-0") 301 53'-0" Spr(-7.200psi), fd(24'-0") Spr(-8.336ps1), fd(24'-0") 306 304 534" 53'-0" Spr(-7.881psi), fd(24'-0") 302 53'-0" Spr(-7.756psi), fd(24'-0") Pressure(psi) 29.116psi 24.043psi 23.714psi 23.613psi 29.185psi 24.021psi 23.621psi 23.513psi 23.231psi 22.894psi 22.795psi 29.306psi 73.420psi 30.133pSi 29.847psi 16.468psi 16.312psl 15.389psi 15.329psi 15.093psi 15.089psi 10.883psi 10.750psi 10.571psi 11.575psi 11.406psi 10.734psi 11.112psi 10.969psi 10.927psi 8.214psi 7.802psi 7.200psi 8.336psi 7.881psi 7.756psi Job Number: 524 Report Description: Ordinary Group II Discharge(gpm) 36.95gpm 36.72gpm 36.42gpm 38.11gpm 37.83gpm 36.69gpm 37.33gpm 37.09gpm 37.02qpm 32.10qpm 31.28gpm 30.05aPm 32.34qpm 31.44gpm 31.19gpm M.E.P.W, Inc, itabqtoSpRINKT) VR7 y7.0,52 08/12/2008 1:37:55PM Page_1 Pipe Type Diameter Flow Downstream Elevation Discharge K -Factor Pt Upstream Job Number: 524 Report Description: Ordinary Group II Velocity HWC a AO Route 1 • • • 301 600 BL 600 598 BL Friction Loss Pn Fittings Length Eq. Length Total Length Pressure Summary 1.0800 53'-0" 62'-8" Q=30.05gpm 10.53fps C=120 q=30.05gpm K=11.2K 7.200psi 15.089psi 0.239864 Spr(-7.200psi), fd(24'-0") 2E(2' -3'/z"), PO(5%9") 16'-0' 34'-4'/2' 50'-4'/2' 2.2030 62'-8" 62'-8" 598 596 BL Q=30.05gpm 2.53fps C=120 0.007452 15.089psi 15.093psi 2.2030 62'.-8" 62'-8" Q=61.24gpm 5.16fps C=120 15.093psi 15.329psi 0.027813 0%6' 0'-6' 8'-6' 8'-6' 2.2030 596 594 BL 62'-8" 62'-8" 594 592 BL Q=92.53gpm 7.79fps =2 10psi 15.389psi 0.059674 2.2030 62'-8" 62'-8" 592 590 BL Q=123.97gpm 10.43fps C=120 15.389psi 16.312psi 0.102520 1'-0' 1'-0' 9'-0, 9'-0' 2.2030 62'-8" 590 585 CM 585 396 CM 62'-8" Q=156.07gpm 13.14fps C=120 16.312psi 16.468psi 0.156966 1'-0' 1'-0' Pf 1.2.080ps Pe -4.191 psi Pv Pf 0.004psi Pe -0.000psi Pv Pf 0.236psi Pe Pv Pf 0.060psi Pe Pv Pf 0.923psi Pe Pv Pf 0.157psi Pe Pv 2.2030 62'-8" 62'-8" Q=188.41gpm 15.86fps C=120 16.468psi 29.847ps1 0.222382 4.3100 396 374 62'-8" 62'-8" Q=188.41opm •4.14fps C=120 29.847psi 30.133psi PO(13'-7'/2") 0.008466 4.3100 62'-8" 0'-0" Q=522.57gpm 11.49fps C=120 30.133psi 73.420psi PO(27'-10'/2") 0.055887 2fE(6-91/2'), Z, 3E(16-11"), DPV(13'-11 "), BV(16'-8%2'), PO(27'-10'/2') FM 374 6.4030 a•••••Route 2- AO 0'-0" 0%0" Q=522.57aPm 5.21fps C=120 73.420ps1 73.709psi 0.008131 13'-71/z' 60'-2' 6'-0' 27'-1 OW 33'-10'/' 174'-5W 113'-11'/2 288'-5' E(18'-3"), BFP, S 17'-5' 18'-3' 35'-8' Pf 13.378ps Pe 0.000psi Pv Pf 0.287psi Pe Pv Pf . 16.119ps Pe 27.168ps Pv Pf 0.290psi Pe Pv 302 598 ea► AO Route 3 • • 1.0800 53'-0" 62'-8" Q=31.19gpm 10.92fps C=120 q=31.19gpm K=11.2K 7.756psi 15.093psi 0.256956 Spr(-7.756psi),-fd (24'-0") 2E(2'-3'/2'), PO(5'-9") 10'-6' Pf 11.527ps 34'-4'/2 Pe -4.191 psi 44'-10'/2' Pv 303 596 a ••• Route 4 AO 1.0800 53'-0" 62'-8" Q=31.28qpm 10.96fps C=120 q=31.28gpm K=11.2K 7.802psi 15.329ps1 0.258357 Spr(-7.802psi), fd(21'-0") 2E(2' -3'/d'), P0(5'-9") 14'-0' 31'-4'/z' 45'-4'/z' Pf 11.718ps Pe -4.191 psi Pv 304 594 AO 1.0800 53'-0" 62'-8" Route 5••••• 305 592 ••••• Route 6 AO Q=31.44gpm 11.01fps C=120 q=31.44gpm K=11.2K 7.881 psi 15.389psi 0.260776 Spr(-7.881 psi), fd(24'-0") 2E(2'-3'/2'), PO(5'-9") 10'-6' 34'-4W 44'-10'/2 Pf 11.699ps Pe -4.191 psi Pv 1.0800 53'-0" 62'-8" Q=32.10gpm 11.24fps C=120 q=32.10gpm K=11.2K 8.214psi 16.312psi 0.270941 Spr(-8.214psi), fd(21'-0") 2E(2' -3'/z"), PO(5'-9") 14'-0' 31'-4'/z' 45'-4'/z' Pf 12.289ps Pe -4.191 psi Pv 306 590 a AO 1.0800 53'-0" 62'-8" Route 7•••••• 307 284 CM 284 281 CM Q=32.34gpm 11.33fps C=120 q=32.34gpm K=11.2K 8.336psi 16.468psi 0.274689 Spr(-8.336psi), fd(24'-0") 2E(2' -3'/z"), PO(6-9") 10'-6' Pf 12.323ps 34'-4%' Pe -4.191 psi 44'-10W Pv 1.0800 53'-0" 62'-8" Q=36.42gpm 12.75fps C=120 q=36.42gpm K=11.2K 10.571psi 23.613psi 0.342179 Spr(-10.571 psi), fd(24'-0") 2E(2'-3'/2"), PO(5'-9") 16-0' 34'-4W 50'-4'/2 2.2030 62'-8" 62'-8" 281 277 CM Q=36.42gpm 3.07fps C=120 23.613psi 23.714psi 0.010630 9,-6, 9'-6' 2.2030 62'-8" 62'-8" 277 260 CM Q=73.14gpm 6.16fps C=120 23.714psi 24.043psi 0.038622 2.2030 62'-8" 260 395 CM 62'-8" Q=110.09gpm 9.27fps C=120 24.043psi 29.116psi 0.082295 PO(13'-7'/2") 8'-6' 8'-6' 48'-0' 13'-7'/2 61'-7'/z' 4.3100 395 481 62'-8" 62'-8" Q=110.09gpm 2.42fps C=120 29.116psi 29.185psi 0.003133 22'-0'/z' 22'-0'/2 4.3100 62'-8" 62'-8" Q=222.71gpm 4.90fps C=120 29.185psi 29.306psi 0.011536 10'-5'/2' 10%51/2' Pf 17.232ps Pe -4.191 psi Pv Pf 0.101 psi Pe Pv Pf 0.329psi Pe Pv Pf 5.073psi Pe Pv Pf 0.069psi Pe Pv Pf 0.121psi Pe Pv si AutoSPRINKO VR7 v7.0.52 © M.E:P.CAD, Inc. _,��_ .._... - - - 08/12/.2008. 1.:37:57PM_.. - Pagel ill Nittiitifi .: argigeloSol Job Report Description: Ordinary Number: 524 Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge -K-Factor Pt Pn " Fittings Upstream CM 4.3100 Q=334.16qpm 7.35fps C=120 0.024438• 6-0' ' 27r-101/2' ' 33'-101/2' Pf 0.828psi Pe Pv 481 62'-8" 29.306psi 396 62'-8" 30.133psi PQ(27'-10W) iart Route 8 AO 1.0800 Q=36.69gpm 12.85fps C=120 0.347043 14'-61/2' 34'-4' 46-11 Pf 16.970ps Pe -4.191psi Pv 313 55-0" q=36.69gpm K=11.2K 10.734psi Spr(-10.734psi), fd(24'-0") 429 62-8" 23.513psi 2E(2' -3W), P0(5'-9") BL 2.2030 Q=36.69gpm 3.09fps C=120 0.010781 10'-0' 10'-0' Pf 0.108psi Pe Pv 429 62'-8" 23.513psi 428 62.-8" 23.621 psi BL 2.2030 Q=74.52gpm 6.27fps C=120 0039983 10'-0" 10'-0' Pf 0.400psi Pe Pv 428 62-8" 23.621psi 427 62'-8" 24.021psi BL 2.2030 Q=112.62gpm 9.48fps C=120 0.085841 46-6 13'-7Y2' 60-2' Pf 5.164psi Pe -0.000psi Pv 427 62-8" 24.021psi 395 6278" 29.185psi P0(13' -7W) -. Route 9 . AO 1.0800 Q=36.72gpm 12.86fps C=120 0.347532 16-0' 34'-41/z 4V -41N Pf 17.155ps Pe -4.191psi Pv 308 53-0". q=36.72gpm K=11.2K 10.759psi Spr(-10.750psi), fd(24.-0") 281 62'-8" 23.714psi 2E(2'-31/2"), P0(5'-9") air • • • • • Route 10 • • • ••• AO 1.0800 Q=36.95qpm 12.94fps C=120 0.351503 16-0' 34'-4Y2' 49'-4Y2' Pf 17.351ps Pe -4.191psi Pv 309 53-0" q=36.95gpm K=11.2K 10.B83psi Spr(-10.883ps1), fd(24'-0") 277 62-8" 24.043ps1 2E(2' -3W), P0(5'-9") •air Route 11 AO 1.0800 Q=37.02gpm 12.97fps C=120 0.352810 11'-2' 34-41/2' 45-6' Pf 16.059ps Pe -4.191psi Pv 310 53'-0" q=37.02gpm K=11.2K 10.927psi Spr(-10.927psi); fd(24'-0") 464 62'-8" 22.795psi 2E(2 -3W), P0(5-9") BL 2.2030 Q=37.02gpm 3.12fps C=120 0.010961 9-0' • 9-0' Pf 0.099psi Pe Pv 464 62'-8" 22.795psi 462 62-8" 22.894psi BL 2.2030 Q=74.12gpm 6.24fps C=120 0.039583 8'-6 8'-6' Pf 0.337psi Pe Pv 462 62'-8" 22.894psi 460 62'-8" 23.231psi BL 2.2030 Q=111.45gpm 9.38fps C=120 0.084192 51'-6' 20-71/2' 72'-2' Pf 6.075psi Pe Pv 460 62'-8" 23.231psi 481 62.-8" 29.306psi 2fE(3'-6"), P0(13' -7W) OP Route 12 AO 1.0800 Q=37.09gpm 12.99fps C=120 0.354059 11'-2' 34'-41/2' 46-6' Pf 16.116ps Pe -4.191psi Pv 311 53'4" q=37.09gpm K=11.2K 10.969psi Spr(-10.969psi), fd(24.-0") 462 62'-8" 22.894psi 2E(2' -SW), P0(5'-9") ar, • •-• • • Route 13 • • • • • AO 1.0800 Q=37.33gPm 13.08fps C=120 0.358324 11'-2' 34'-41/2' 45-6' Pf .16.310ps Pe -4.191psi Pv 314 55-0" q=37.33gpm K=11.2K 11.112psi Spr(-11.112psi), fd(24'-0") 460 62'-8" 23.231psi 2E(2' -3W), P0(5'-9") GEM Route 14 AO 1.0800 Q=37.83gpm 13.25fps C=120 0.367092 • 9'-e 36-4Y2' 44-81/2' Pf 16.406ps Pe -4.191psi Pv 315 53'-0" q=37.B3gpm K=11.2K 11.406psi Spr(-11.406psi), fd(26-0") 428 62-8" 23.621psi 2E(2' -3W), P0(5'-9") GBP Route 15 • • • • • AO 1.0800 Q=38.11cipm 13.35fps C=120 0.372136 9'-4" 36-41/2' 44'-81/2' Pf 16.636ps Pe -4.191psi Pv 317 53'-0" q=38.11gpm K=11.2K 11.575psi Spr(-11.575psi), fd(25'-0") 427 62-8" 24.021psi 2E(2'-31/2"), P0(5'-9") Eg101410.111tiRigiAki: ._ . , A ,..i. .i _, g.irldkRittlfl9A:PnligaPillY).ligniall :010.140iifiWIS* .„ .._ )4.87 = Actual Inside DiameterValue Factoride Of C 100 130 140 150 1.16 1.33 1.51 ( Pipe InsDiameter Multiplying Factor 0.713 Schedule 40 Steel M.E.P.CAD, Inc. .101.AutoS.P.RINKO V.R7.y7.0.52 11 Job Number: 524 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream . Elevation Upstream Discharge•K-Factor Pt •Pn Fittings Length Eq. Length Total Length Pressure Summary ;fPipe-Type}Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous. OR Outrigger RN Riser Nipple SP . Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot n,�tsuL?'e, jend� lataS HWC • Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated point Pv Velocity pressure at a point in a pipe CV& irtin s Legend' E • ALV •Alarm Valve. • AngV Angle Valve b Bushing BaIV Bali Valve BFP Backflow Preventer BV Butterfly Valve • . •'C Cross Flow Turn 90° • cplg Coupling Cr Cross Run .. CV Check Valve . DeIV Deluge Valve DPV Dry Pipe:Valve E 90° Elbow EE 45° Elbow Eel..•11%. Elbow Ee2 22'/° Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GloV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M,E_P.CAD, Inc. AutoSPRI NK®VR7 v7.0.52 081.12/2008 .1.:37_:57PM. _Page_3 rain ltyeir Job Number: 524 Report Description: Ordinary Group II 'Supply at Node 1 150. 135 120 -Static Pressure 113.000psi 105 1481.00gpm @ 92.000psi— 90 TA r7. g '7= 522 57gpm 73 709psi Pressurt Ui o tiii1111111,111111111111111111 @ • 1022.57gpm with hose streams System demand curve 111111111 111111111 111111111 111111111 IIIIII 11 U .11111111111111111111111111111111111111/1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Avallable Pressure @ Time of Test 102.417psi @ 1022.57gpm System Demand 522.57gpm @ 73.709psi System Demand )Including Hose Allowance) 1022.57gpm @ 73.709psi (b1,©M_E.P.CAD, Inc. - _ _§11AutoSPRINKID VR7 v7.0.52 08/12/2008 1:37:59PM Pagel._ (1€ Hydraiulic.:Overview Job Number: 524 Report Description: Ordinary Group I . Job Job Number 524 Design Engineer JUDY McCLELLAN Job Name: TK5 DATA CENTER EXPANSION Phone 206.832.8191 FAX 206.832.8558 Address 1 3355 SOUTH 120TH STREET State Certification/License Number Address 2 REMOTE AREA #4 AHJ CITY OF TUKWILA City TUKWILA State WA Zip Code 98168 Job Site System Density 0.15gpm/ft2 Area of Application 1500.00ft2 (Actual 545.74ft2) Most Demanding Sprinkler Data 5.6K K -Factor 29.40gpm at 27.562psi Hose Streams 250.00gpm Coverage Per Sprinkler 196.00ft2 Number Of Sprinklers Calculated 7 System Pressure Demand 93.153psi System Flow Demand 212.14gpm Total Demand 462.14gpm @ 93.153psi Pressure Result +17.412psi (15.7%) Supplies Check=Point :Gauges Node Flow(gom) Hose Flow(gpm) Static(osi) Residual(osi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 1481.00gpm 250.00gpm 113.000psi 92.000psi �yrl�K .y II M :. r 7:37411,4-) I�����li� w'A.l� FloashD.' 0 524-FPPL3-3D:cad Supply at Node 1.(1481.00gpm, 250.00gpm, 113;000psi, 92.000psi) 'I I I l 150 _ 135 = 120 _Static Pressure 113.000psi 105 _ 212.14gpm ---il @ 93.153psi 90 = El-' 1481.00gpm @ 92.000psi 75 (0 = C _ System demand curve 1 T I. 1 1".. 145 60 - a =- 4_ r 4' 1 ` 30 E , , _ .1 ; 15 = g1®nlllluuluuuul IIIlllllllllllllll twilit! 111111111 tit 111111 IIIIiii II _ . . J l t 0 600 750 900 1050 1200 1350 1500 Water flow, gpm 1 1 I I 1 1 [T5D_0450 r r " 1 I ......_4...... a ....:::.. -.. ) J f (i, ©M.E.P.CAD, Inc. y AutoSPRINK® VR7 v7.0.52 07/25/2008 10:58:49AM Page 1 Job Number: 524 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 2 62'-8" E(2'-3'/2') 33.523psi 7 62'-8" PO(5'-9") 33.624psi 12 62'-8" PO(5-9") 33.988psi 16 62'-8" PO(5'-9") 34.760psi 21 62'-8" PO(5'-9") 36.080psi 26 62'-8" PO(5'-9") 38.092psi 30 62'-8" PO(5'-9") 40.952psi 44 62'-8" PO(13'-71/2') 53.453psi 46 62'-8" 61.113psi 502 0'-0" PO(27'-10'/2') 93.138psi 403 53'-0" Spr(-28.091 psi), fd(24'-0") 28.091 psi 29.68gpm 401 53'-0" Spr(-27.562psi), fd(24'-0") 27.562psi 29.40gpm 402 53'-0" Spr(-27.834psi), fd(24'-0") 27.834psi 29.54gpm 404 53'-0" Spr(-28.408psi), fd(24'-0") 28.408psi 29.85gpm 405 53'-0" Spr(-29.391psi), fd(24'-0") 29.391psi 30.36gpm 406 53'-0" Spr(-30.891psi), fd(24'-0") 30.891psi 31.12gpm 407 53'-0" Spr(-33.024psi), fd(24'-0") 33.024psi 32.18gpm [E>ti ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/25/2008 10:58: 50AM Page 1 .i lq�a Hydraulic Analysis Job Number: 524 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings wo Route 1 AO 1.0800 Q=29.40gpm 10.30fps C=120 0.230315 10'-1%' 34'-4%' 44'-6' Pf Pe Pv 10.252ps -4.191p5i 401 7 53'-0" 62'-8" q=29.40gpm K=5.6K 27.562psi Spr(-27.562psi), fd(24'-0") 33.624psi 2E(2' -3'W), PO(5'-9") BL 2.2030 Q=59.08gpm 4.97fps C=120 0.026022 14'-0' 14'-0' Pf Pe Pv 0.364psi 7 12 62'-8" 62'-8" 33.624psi 33.988psi BL 2.2030 Q=88.62gpm 7.46fps C=120 0.055099 14'-0' 14'-0' Pf Pe Pv 0.771 psi 12 16 62'-8" 62'-8" 33.988psi 34.760psi BL 2.2030 Q=118.47gpm 9.97fps C=120 0.094267 14'-0' 14'-0' Pf Pe Pv 1.320psi 16 21 62'-8" 62'-8" 34.760psi 36.080psi BL 2.2030 Q=148.83qpm 12.53fps C=120 0.143766 14'-0' 14'-0' Pf Pe Pv 2.013psi 21 26 62'-8" 62'-8" 36.080psi 38.092psi BL 2.2030 Q=179.96gpm 15.15fps C=120 0.204281 14'-0' 14'-0' Pf Pe Pv 2.860psi 26 30 62'-8" 62'-8" 38.092psi 40.952psi BL 2.2030 Q=212.14gpm 17.86fps 0=120 0.276957 31'-6' 13'-7%' 45'-1%' Pf Pe Pv 12.500ps 30 44 62'-8" 62'-8" 40.952psi 53.453psi PO(13'-7W) BL 2.7030 Q=212.14gpm 11.86fps C=120 0.102283 70'-7' 4'-3Y2 74'-10% Pf Pe Pv 7.660psi 44 46 62'-8" 62'-8" 53.453psi 61.113psi fE(4'-3'/2') CM 4.3100 Q=212.14gpm 4.66fps C=120 0.010544 288'-6%' 172'-1' 460'-7'/2 Pf Pe Pv 4.857psi 27.168ps 46 502 62'-8" 0'-0" 61.113psi 93.138psi fT(16'-0"), 7E(13'-11"), Z, DPV(13'-11"), BV(16'-8'/2'), PO(27'-10%") FM 6.4030 Q=212.14gpm 2.11fps C=120 0.001534 10'-3' 10'-3' Pf Pe Pv 0.016psi -0.000psi 502 1 0'-0" 0'-0" 93.138psi 93.153psi BFP, S = Route 2 AO 1.0800 Q=29.54qpm 10.35fps C=120 0.232409 10'-1%' 34'-4%' 44'-6' Pf Pe Pv 10.346ps -4.191psi 402 12 53'-0" 62'-8" q=29.54gpm K=5.6K 27.834psi Spr(-27.834psi), fd(24'-0") 33.988psi 2E(2' -3'/z"), PO(5'-9") et Route 3 AO 1.0800 Q=29.68gpm 10.39fps C=120 0.234393 10'-1'/2 30'-11' 41'-0%' Pf Pe Pv 9.624psi -4.191 psi 403 2 53'-0" 62'-8" q=29.68gpm K=5.6K 28.091 psi Spr(-28.091 psi), fd(24'-0") 33.523psi 3E(2'-3'/2") BL 2.2030 Q=29.68qpm 2.50fps C=120 0.007282 13'-10' 13'-10' Pf Pe Pv 0.101psi 2 7 62'-8" 62'-8" 33.523psi 33.624psi or Route 4 AO 1.0800 Q=29.85qpm 10.45fps C=120 0.236840 10'-1%' 34'-41/2' 44'-6' Pf Pe Pv 10.543ps -4.191psi 404 16 53'-0" 62'-8" q=29.85gpm K=5.6K 28.408psi Spr(-28.408psi), fd(24'-0") 34.760psi 2E(2'-3%"), PO(5'-9") 4w► Route 5 AO 1.0800 Q=30.36qpm 10.63fps C=120 0.244410 10'-1'/2 34'-4%' 44'-6' Pf Pe Pv 10.880ps -4.191 psi 405 21 53'-0" 62'-8" q=30.36gpm K=5.6K 29.391 psi Spr(-29.391 psi), fd(24'-0") 36.080psi 2E(2'-3'/2'), PO(5-9") a Route 6 AO 1.0800 Q=31.12gpm 10.90fps C=120 0.255927 10'-1'/2 34'-4%' 44'-6' Pf Pe Pv 11.392ps -4.191 psi 406 26 53'-0" 62'-8" q=31.12gpm K=5.6K 30.891 psi Spr(-30.891 psi), fd(24'-0") 38.092psi 2E(2'-3'/2'), PO(5'-9") 6► Route 7 AO 1.0800 Q=32.18gpm 11.27fps C=120 0.272238 10'-1%' 34'-4Y2 44'-6' Pf Pe Pv 12.119ps -4.191 psi 407 30 53'-0" 62'-8" q=32.18gpm K=5.6K 33.024psi Spr(-33.024psi), fd(24'-0") 40.952psi 2E(2'-31/2"), PO(5'-9") Equivalent" Pipe .Lengths, of Valves•:and&Fittings (C=120 only) ;::i C Value Multiplier II Actual Inside Diameter ( 4.87 ) Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter = Factor ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/25/2008 10:58:52AM Page 1 1 ,Hydraulic Analysis Pipe Type Diameter Job Number: 524 Report Description: Ordinary Group 1 Flow Velocity HWC Friction Loss Downstream Elevation Upstream Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Pipe'Type Legend Units; Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points E Velocity pressure at a point in a pipe EE Eel Ee2 fd FDC ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve 90° Elbow 45° Elbow 11V Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap [�y © M.E.P.CAD, Inc. AutoSPRINKO VR7 v7.0.52 07/25/2008 10:58:52AM Page 2 Job Number: 524 Report Description: Ordinary Group I Supply at Node 1 150 135 120 :Static 105 Pressure 113.000psi - 90 - 212.14gpm I 93.153psi 462.14gpm with hose streams _ N - ,z _ 1481.00gpm @ 92.000psi— J75 - 60 _ 45 System demand curve 30 15 0 -1111111111111111111111111111111 111111111 111111111 111111111 111111111 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 I 1 0150 300 450 600 750 900 1050 1200 1350 1500 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Available Pressure@ Tune of Test 110.565psi @ 462.14gpm System Demand 212.14gpm @ 93.153psi System Demand (Including Hose Allowance) 462.14gpm @ 93.153psi L, ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/25/2008 10: 58: 54AM Page 1 a (M, ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:22AM Page 1 Hydrauiic'Overvlew Job Number: 524 Report Description: Extra Hazard Group Job .. ... -.. .. Job Number 524 Design Engineer JUDY McCLELLAN Job Name: TK5 DATA CENTER EXPANSION Phone 206.832.8191 FAX 206.832.8558 Address 1 3355 SOUTH 120TH STREET State Certification/License Number Address 2 REMOTE AREA #5 AHJ CITY OF TUKWILA City TUKWILA State WA Zip Code 98168 Job Site System '- Density 0.25gpm/ft2 Area of Application 4000.00ft2 (Actual 4154.58ft2) Most Demanding Sprinkler Data 8K K -Factor 25.00gpm at 9.766psi Hose Streams 500.00gpm Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 42 System Pressure Demand 72.144psi System Flow Demand 1241.80gpm Total Demand 1741.80gpm @ 72.144psi Pressure Result +12.507psi (14.8%) Supplies, _ Check. Point Gauges. . Node Flow(gom) Hose Flow(gom) Static(osi) Residual(osi) Identifier Pressure(osi) K-Factor(K) Flow(gpm) tr• I 1 1481.00gpm 500.00gpm 113.000psi 92.000psi It,r - 0 °4zb Dr' " 5244FA11.;3D::cad'1 -- Supplyat•Node.1 (1481.00gpm,.500 00gpm, 113.000psi, 92.000psi) , i18.141 ® 1:11!b C11=13 150 :::- E- 135 135 120 _Static Pressure 113.000psi 105 Q 90 = = 1481.00gpm 92.000psi 1241.80gpm 72.144psi 75 N = z. 1741.80gpm I , with hose streams a 60 = -� 3 45 = Systemf demand curve w —1-4/1 30 15 111111111 111111111 111111111 111111111 .. '. k 109kkkk o4IlliIIIlluutulIIllllllllIllululn �D 0600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm (M, ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:22AM Page 1 111 . Node Analysis Job Number: 524 Report Description: Extra Hazard Group Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 364 16'-10'/2" PO(13'-7'/2') 11.766psi 374 16'-10'/2" PO(13'-7'/2') 15.150psi 381 16'-10'/z' PO(13'-7'/2") 15.163psi 392 16'-10%" PO(13'-7'/") 15.453psi 401 16'-10%" PO(4'-0") 13.790psi 402 16'-10'/2' PO(4'-0") 13.843psi 403 16'-10'/2' PO(4'-0") 14.035psi 404 16'-10'/2' PO(4'-0") 14.445psi 405 16'-10'/2' PO(13'-7'/2') 16.128psi 406 16'-10%" PO(4'-0") 14.306psi 407 16'-10%" PO(4'-0") 13.900psi 408 16'-10%" PO(4'-0") 13.709psi 409 16-10%" PO(4'-0") 13.656psi 423 16'-6'/2' PO(8'-8'/2') 18.287psi 442 16'-6%" PO(8'-8'/2') 20.160psi 449 16'-6'/" PO(27'-10'/2') 28.725psi 454 0'-0" PO(27'-10%") 69.772psi 459 16'-6'/2' PO(8'-8%") 28.668psi 216 16'-10%" Spr(-11.677psi) 11.677psi 27.34gpm 204 16'-10'/2' Spr(-10.358psi) 10.358psi 25.75gpm 203 16'-10'/2' Spr(-9.988psi) 9.988psi 25.28gpm 202 16'-10'/2" Spr(-9.814psi) 9.814psi 25.06gpm 201 16'-10%" Spr(-9.766psi) 9.766psi 25.00gpm 217 16'-10'/2' Spr(-12.501 psi) 12.501 psi 28.29gpm 218 16'-10%" Spr(-12.561psi) 12.561psi 28.35gpm 219 16'-10%" Spr(-12.780psi) 12.780psi 28.60gpm 220 16'-10%" Spr(-13.246psi) 13.246psi 29.12gpm 233 16-10'/2' Spr(-13.819psi) 13.819psi 29.74gpm 232 16'-10'/2' Spr(-13.335psi) 13.335psi 29.21gpm 231 16'-10'/2' Spr(-13.107psi) 13.107psi 28.96gpm 229 16'-10%" Spr(-13.044psi) 13.044psi 28.89gpm 225 16'-10%" Spr(-12.743psi) 12.743psi 28.56gpm 226 16'-10'/2" Spr(-12.804psi) 12.804psi 28.63qpm 227 16-10'/2' Spr(-13.027psi) 13.027psi 28.87gpm 228 16-101.4 Spr(-13.501psi) 13.501psi 29.39gpm 224 16'-10'/2' Spr(-13.344psi) 13.344psi 29.22gpm 223 16'-10'/2 Spr(-12.875psi) 12.875psi 28.71gpm 222 16-10'/2' Spr(-12.655psi) 12.655psi 28.46gpm 221 16'-10'/2' Spr(-12.594psi) 12.594psi 28.39gpm 210 17' -OW Spr(-10.902psi) 10.902psi 26.41gpm 211 17'-0'/2' Spr(-10.945psi) 10.945psi 26.47gpm 213 17'-0'/2" Spr(-11.101 psi) 11.101 psi 26.65gpm 215 17'-0'/2" Spr(-11.431psi) 11.431psi 27.05gpm 214 17'-0'/2' Spr(-11.319psi) 11.319psi 26.91gpm 212 17'-0'/2' Spr(-10.991 psi) 10.991 psi 26.52gpm 209 17' -OW Spr(-10.837psi) 10.837psi 26.34gpm 208 17'-0'/2' Spr(-10.795psi) 10.795psi 26.28gpm 234 16'-6'/2' Spr(-15.115psi) 15.115psi 31.10gpm 235 16'-6'/2' Spr(-15.187psi) 15.187psi 31.18gpm 236 16'-6'/2' Spr(-15.447psi) 15.447psi 31.44gpm 237 16'-6'/2' Spr(-16.002psi) 16.002psi 32.00gpm 239 17'-0'/2' Spr(-15.680psi) 15.680psi 31.68gpm 238 17'-0'/2' Spr(-15.382psi) 15.382psi 31.38gpm 240 16'-6'/2' Spr(-16.684psi) 16.684psi 32.68gpm 241 16'-6'/2' Spr(-16.763psi) 16.763psi 32.75gpm 242 16'-6'/2' Spr(-17.049psi) 17.049psi 33.03gpm 243 16'-6'/2' Spr(-17.657psi) 17.657psi 33.62gpm 244 16'-6'/2' Spr(-19.366psi) 19.366psi 35.21 gpm 245 16'-6'/2' Spr(-27.032psi) 27.032psi 41.59gpm 246 16-6'/2' Spr(-27.156psi) 27.156psi 41.69gpm (M, © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:25AM Page 1 • Hydraulic Analysis. Job Number: 524 Report Description: Extra Hazard Group 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings a Route ••••• BL 2.2030 Q=25.00gpm 2.10fps C=120 0.005301 9'-1' Pf 0.048psi 201 16'-10%2" q=25.00gpm K=8K 9.766psi Spr(-9.766psi) Pe 202 16'-10%" 9.814psi 9'-1' Pv BL 2.2030 Q=50.06gpm 4.21fps C=120 0.019154 9'-1' Pf 0.174psi 202 16'-101/" q=25.06gpm K=8K 9.814psi Spr(-9.814psi) Pe 203 16'-101.4 9.988psi 9'-1' Pv BL 2.2030 Q=75.34qpm 6.34fps C=120 0.040805 9'-1' Pf 0.371 psi 203 16'-101/2' q=25.28gpm K=8K 9.988psi Spr(-9.988psi) Pe 204 16'-10%" 10.358psi 9'-1' Pv BL 2.2030 Q=101.09gpm 8.51fps C=120 0.070291 6'-41/2 Pf 1.408psi 204 16'-101.4 q=25.75gpm K=8K 10.358psi Spr(-10.358psi) 13'-71/2 Pe 364 16'-101/2' 11.766psi PO(13'-71/2') 20'-01/2 Pv BL 2.2030 Q=128.43gpm 10.81fps C=120 0.109445 10'-6%' Pf 3.393psi 364 16'-101/2' 11.766psi 20'-51/2 Pe -0.009psi 374 16'-10%" 15.150psi E(6'-10"), PO(13'-71/21") 31'-0' Pv CM 4.3100 Q=128.43gpm 2.82fps C=120 0.004167 3'-2' Pf 0.013psi 374 16'-10%" 15.150psi Pe 381 16'-101/" 15.163psi 3'-2' Pv CM 4.3100 Q=359.59gpm 7.91fps C=120 0.027989 10'-4' Pf 0.289psi 381 16'-101/2' 15.163psi Pe 392 16'-101/" 15.453psi 10'-4' Pv CM 4.3100 Q=589.82qpm 12.97fps C=120 0.069916 9'-8' Pf 0.676psi 392 16'-10%" 15.453psi Pe 405 16'-10%' 16.128psi 9'-8' Pv CM 4.3100 Q=802.46gpm 17.65fps C=120 0.123575 9'-5' Pf 2.006psi 405 16'-101/" 16.128psi 6'-10' Pe 0.153psi 423 16'-61/2' 18.287psi 2fEE(3'-5") 16'-3' Pv CM 4.3100 Q=991.24gpm 21.80fps C=120 0.182674 10'-3' Pf 1.872psi 423 16'-6W 18.287psi Pe -0.000psi 442 16'-6W 20.160psi 10'-3' Pv CM 4.3100 Q=1158.52gpm 25.48fps C=120 0.243765 7'-3' Pf 8.565psi 442 16'-6W 20.160psi 27'-1012 Pe 449 16'-6W 28.725psi PO(27'-101/2") 35'-11/2 Pv CM 4.3100 Q=1241.80gpm 27.31fps 0=120 0.277171 49'-9' Pf 33.876ps 449 16'-61/2' 28.725psi 72'-5%' Pe 7.171 psi 454 0'-0" 69.772psi E(13'-11"), DPV(13'-11"), 122'-21/2 Pv BV(16'-8W), PO(27'-101/") FM 6.4030 Q=1241.80gpm 12.37fps C=120 0.040324 19'-9' Pf 2.372psi 454 0'-0" 69.772psi 39'-1' Pe 1 0'-0" 72.144psi PO(39'-1"), BFP, S 58'-10' Pv a Route 2 DY 0.8240 Q=26.28qpm 15.81fps C=120 0.699065 0'-0' Pf 2.796psi 208 17'-01/2' q=26.28gpm K=8K 10.795psi Spr(-10.795psi) 4'-0' Pe 0.065psi 409 16'-10%" 13.656psi PO(4'-0") 4'-0' Pv BL 2.2030 Q=26.28gpm 2.21fps C=120 0.005816 9'-1' Pf 0.053psi 409 16'-10%" 13.656psi Pe 408 16'-101.4 13.709psi 9'-1' Pv BL 2.2030 Q=52.62gpm 4.43fps C=120 0.021004 9'-1' Pf 0.191 psi 408 16'-1012' 13.709psi Pe 407 16'-101/2' 13.900psi 9'-1' Pv BL 2.2030 Q=79.14gpm 6.66fps C=120 0.044692 9'-1' Pf 0.406psi 407 16'-10%" 13.900psi Pe 406 16'-101/" 14.306psi 9'-1' Pv BL 2.2030 Q=106.06gpm 8.93fps C=120 0.076810 10'-1 Pf 1.823psi 406 16'-10%" 14.306psi 13'-71/2 Pe 405 16'-101/2' 16.128psi PO(13'-7W) 23'-8%' Pv a Route 3 DY 0.8240 Q=26.34qpm 15.84fps C=120 0.701617 0'-0' Pf 2.806psi 209 17' -OW q=26.34gpm K=8K 10.837psi Spr(-10.837psi) 4'-0' Pe 0.065psi 408 16'-10%" 13.709psi PO(4'-0") 4'-0' Pv GP Route 4 DY 0.8240 Q=26.41gpm 15.89fps C=120 0.705507 0'-0' Pf 2.822psi 210 17' -OW q=26.41gpm K=8K 10.902psi Spr(-10.902psi) 4'-0' Pe 0.065psi 401 16'-101/2 13.790psi PO(4'-0") 4'-0' Pv BL 2.2030 Q=26.41gpm 2.22fps C=120 0.005869 9'-1' Pf 0.053psi 401 16'-101/" 13.790psi Pe 402 16'-10%" 13.843psi 9'-1' Pv BL 2.2030 Q=52.88qpm 4.45fps C=120 0.021197 9'-1' Pf 0.193psi 402 16'-101/2' 13.843psi Pe 403 16'-1012' 14.035psi 9'-1' Pv ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:27AM Page Hydraulic :Analysis Job Number: 524 Report Description: Extra Hazard Group 1 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 2.2030 Q=79.54gpm 6.69fps C=120 0.045103 9'-1 Pf 0.410psi 403 16'-10%" 14.035psi Pe 404 16'-10'/2' 14.445psi 9'-1' Pv BL 2.2030 Q=106.58gpm 8.97fps C=120 0.077517 8'-1' Pf 1.683psi 404 16'-10'/2' 14.445psi 13'-71/2 Pe 405 16'-10'/2' 16.128psi PO(13'-7Y2') 21'-8%' Pv a► Route 5 DY 0.8240 Q=26.47qpm 15.92fps C=120 0.708082 0'-0' Pf 2.832psi 211 17'-0'/2" q=26.47gpm K=8K 10.945psi Spr(-10.945psi) 4'-0' Pe 0.065psi 402 16'-10%" 13.843psi PO(4'-0") 4'-0' Pv v Route 6 DY 0.8240 Q=26.52qpm 15.96fps C=120 0.710831 0'-0' Pf 2.843psi 212 17'-01/2' q=26.52gpm K=8K 10.991psi Spr(-10.991psi) 4'-0' Pe 0.065psi 407 16'-10%" 13.900psi PO(4'-(r) 4'-0' Pv a. Route 7 DY 0.8240 Q=26.65qpm 16.04fps C=120 0.717375 0'-0' Pf 2.869psi 213 17'-0%2" q=26.65gpm K=8K 11.101psi Spr(-11.101psi) 4'-0' Pe 0.065psi 403 16'-10'/2' 14.035psi PO(4'-0") 4'-0' Pv a► Route 8 DY 0.8240 Q=26.91gpm 16.19fps C=120 0.730409 0'-0' Pf 2.922psi 214 17'-0'/2' q=26.91gpm K=8K 11.319psi Spr(-11.319psi) 4'-0' Pe 0.065psi 406 16'-10'/2' 14.306psi PO(4'-0") 4'-0' Pv Gib Route 9 DY 0.8240 Q=27.05gpm 16.27fps C=120 0.737122 0'-0' Pf 2.948psi 215 17'-0Y2" q=27.05gpm K=8K 11.431psi Spr(-11.431psi) 4'-0' Pe 0.065psi 404 16'-10%" 14.445psi PO(4'-0") 4'-0' Pv ar Route 10 BL 2.2030 Q=27.34qpm 2.30fps C=120 0.006254 0'-8%' Pf 0.090psi 216 16'-10'/2' q=27.34gpm K=8K 11.677psi Spr(-11.677psi) 13'-7W Pe 364 16'-10'/2' 11.766psi PO(13'-7%2") 14'-4' Pv ar Route 11 BL 2.2030 Q=28.29gpm 2.38fps C=120 0.006661 9'-1' Pf 0.061psi 217 16'-10'/2' q=28.29gpm K=8K 12.501psi Spr(-12.501psi) Pe 218 16'-10'/2" 12.561 psi 9'-1' Pv BL 2.2030 Q=56.64gpm 4.77fps C=120 0.024067 9'-1' Pf 0.219psi 218 16'-10%" q=28.35gpm K=8K 12.561 psi Spr(-12.561 psi) Pe 219 16'-10%" 12.780psi 9'-1' Pv BL 2.2030 Q=85.24gpm 7.17fps C=120 0.051267 9'-1" Pf 0.466psi 219 16'-10%" q=28.60gpm K=8K 12.780psi Spr(-12.780psi) Pe 220 16'-10%" 13.246psi 9'-1' Pv BL 2.2030 Q=114.35gpm 9.63fps C=120 0.088294 8'-1' Pf 1.918psi 220 16'-10'/2' q=29.12gpm K=8K 13.246psi Spr(-13.246psi) 13'-7%' Pe 381 16'-10%" 15.163psi PO(13'-71/2") 21'-81/2 Pv = Route 12 BL 2.2030 Q=28.39qpm 2.39fps C=120 0.006707 9'-1' Pf 0.061psi 221 16'-10'/2' q=28.39gpm K=8K 12.594psi Spr(-12.594psi) Pe 222 16'-10%" 12.655psi 9'-1' Pv BL 2.2030 Q=56.85gpm 4.78fps C=120 0.024233 9'-1' Pf 0.220psi 222 16'-10%" q=28.46gpm K=8K 12.655psi Spr(-12.655psi) Pe 223 16'-10%" 12.875psi 9'-1' Pv BL 2.2030 Q=85.55qpm 7.20fps C=120 0.051619 9'-1' Pf 0.469psi 223 16'-10%" q=28.71gpm K=8K 12.875psi Spr(-12.875psi) Pe 224 16'-10%" 13.344psi 9'-1' Pv BL 2.2030 Q=114.78gpm 9.66fps C=120 0.088900 10'-1' Pf 2.109psi 224 16'-10'/2' q=29.22gpm K=8K 13.344psi Spr(-13.344psi) 13'-7Y2' Pe 392 16'-10%" 15.453psi PO(13'-71/2') 23'-8%' Pv a. Route 13 BL 2.2030 Q=28.56gpm 2.40fps C=120 0.006780 9'-1' Pf 0.062psi 225 16'-10%" q=28.56gpm K=8K 12.743psi Spr(-12.743psi) Pe 226 16'-10'/2' 12.804psi 9'-1' Pv BL 2.2030 Q=57.18gpm 4.81fps C=120 0.024498 9'-1' Pf 0.223psi 226 16'-10%" q=28.63gpm K=8K 12.804psi Spr(-12.804psi) Pe 227 16'-10'/2' 13.027psi 9'-1' Pv BL 2.2030 Q=86.O6gpm 7.24fps C=120 0.052183 9'-1' Pf 0.474psi 227 16'-10%" q=28.87gpm K=8K 13.027psi Spr(-13.027psi) Pe 228 16'-10%" 13.501 psi 9'-1' Pv BL 2.2030 Q=115.45gpm 9.72fps C=120 0.089870 8'-1' Pf 1.952psi 228 16'-10%" q=29.39gpm K=8K 13.501psi Spr(-13.501psi) 13'-71/2 Pe 392 16'-10%" 15.453psi PO(13'-7'/2') 21'-81/2 Pv a, Route 14 BL 2.2030 Q=28.89gpm 2.43fps C=120 0.006929 9'-1' Pf 0.063psi 229 16'-10%" q=28.89gpm K=8K 13.044psi Spr(-13.044psi) Pe 231 16'-10%" 13.107psi 9'-1' Pv [17 ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:27AM Page 2 Hydraulic. Analysis Job Number: 524 Report Description: Extra Hazard Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings BL 2.2030 Q=57.86gpm 4.87fps C=120 0.025034 9'-1' 9'-1' Pf Pe Pv 0.227psi 231 16-101/2' q=28.96gpm K=8K 232 16'-101/2' 13.107psi Spr(-13.107psi) 13.335psi BL 2.2030 Q=87.07gpm 7.33fps C=120 0.053325 9'-1' 9'-1' Pf Pe Pv 0.484psi 232 16-10%' q=29.21gpm K=8K 233 16'-101/2" 13.335psi Spr(-13.335psi) 13.819psi BL 2.2030 Q=116.81gpm 9.83fps C=120 0.091834 1'-0" Pf 13'-71/2 Pe 14'-7%' Pv 1.344psi 233 16'-101/2' q=29.74gpm K=8K 381 16'-10%" 13.819psi Spr(-13.819psi) 15.163psi PO(13'-71/2') Route 15 BL 2.2030 Q=31.10gpm 2.62fps C=120 0.007940 9'-1' 9'-1' Pf Pe Pv 0.072psi 234 16-6W q=31.10gpm K=8K 235 16'-61W 15.115psi Spr(-15.115psi) 15.187psi BL 2.2030 Q=62.28gpm 5.24fps C=120 0.028687 9'-1' 9'-1' Pf Pe Pv 0.261 psi 235 16'-61W q=31.18gpm K=8K 236 16'-6%' 15.187psi Spr(-15.187psi) 15.447psi BL 2.2030 Q=93.72gpm 7.89fps C=120 0.061104 9'-1' 9'-1' Pf Pe Pv 0.555psi 236 16'-6%" q=31.44gpm K=8K 237 16'-6%" 15.447psi Spr(-15.447psi) 16.002psi BL 2.2030 Q=125.72gpm 10.58fps C=120 0.105218 8'-1' 13'-7%' 21'-8%' Pf Pe Pv 2.285psi 237 16'-6W q=32.00gpm K=8K 423 16-6W 16.002psi Spr(-16.002psi) 18.287psi PO(13'-71/2') o► Route 16 OR 1.6390 Q=31.38qpm 4.77fps C=120 0.034069 8'-9' 8'-9' Pf Pe Pv 0.298psi 238 17'-0W q=31.38gpm K=8K 239 17'-0%" 15.382psi Spr(-15.382psi) 15.680psi OR 1.6390 Q=63.05gpm 9.59fps C=120 0.123916 1'-10' 17'-5%' 19'-31/2 Pf Pe Pv 2.390psi 0.217psi 239 17'-01/2' q=31.68gpm K=8K 423 16'-61/2' 15.680psi Spr(-15.680psi) 18.287psi 2E(4.-4%"), PO(8'-8%) = Route 17 BL 2.2030 Q=32.68qpm 2.75fps C=120 0.008700 9'-1' 9'-1' Pf Pe Pv 0.079psi 240 16'-61/2' q=32.68gpm K=8K 241 16'-61/2' 16.684psi Spr(-16.684psi) 16.763psi BL 2.2030 Q=65.43gpm 5.51fps C=120 0.031432 9'-1' 9'-1' Pf Pe Pv 0.286psi 241 16'-61/2' q=32.75gpm K=8K 242 16-6W 16.763psi Spr(-16.763psi) 17.049psi BL 2.2030 Q=98.469pm 8.29fps C=120 0.066947 9'-1' 9'-1' Pf Pe Pv 0.608psi 242 16'-61,4 q=33.03gpm K=8K 243 16'-6W 17.049psi Spr(-17.049psi) 17.657psi BL 2.2030 Q=132.08gpm 11.12fps C=120 0.115270 8'-1' 13'-71/2 21'-81/2 Pf Pe Pv 2.503psi 243 16'-6W q=33.62gpm K=8K 442 16'-6W 17.657psi Spr(-17.657psi) 20.160psi PO(13'-71/2") Route 18 OR 1.6390 Q=35.21gpm 5.35fps C=120 0.042159 10'-1' 8'-81/2 18'-10' Pf Pe Pv 0.793psi 244 16'-61/2' q=35.21gpm K=8K 442 16'-6%" 19.366psi Spr(-19.366psi) 20.160psi PO(8'-8%") or Route 19 BL 2.2030 Q=41.59gpm 3.50fps C=120 0.013595 9'-1' 9'-1' Pf Pe Pv 0.123psi 245 16'-6%" q=41.59gpm K=8K 246 16'-6%" 27.032psi Spr(-27.032psi) 27.156psi BL 2.2030 Q=83.28qpm 7.01fps C=120 0.049114 17-2 13'-71/2 30'-91/2 Pf Pe Pv 1.513psi 246 16-61/2' q=41.69gpm K=8K 459 16'-61/2" 27.156psi Spr(-27.156psi) 28.668psi PO(13'-71A") CM 4.3100 Q=83.28gpm 1.83fps C=120 0.001870 2'-3" Pf 27'-101/2 Pe 30'-11/2 Pv 0.056psi 459 16'-61/2' 449 16-61/2" 28.668psi 28.725psi PO(27'-10%') EquivalentPipe Lengths..df Valves-and.Fittings (C=120'only) C Valuer Multiplier I / Actual Inside Diameter \ 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter J (M, © M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:27AM Page 3 Hydraulic Analysis Pipe Type Diameter Job Number: 524 Report Description: Extra Hazard Group Flow Velocity HWC Friction Loss Downstream Elevation Upstream PipeType Legend Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV AngV b Ba1V BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd 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 Vaive Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Vaive Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 1l%° Elbow 22% Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Valve Hydrant Long 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 A(y ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:27AM Page 4 © M.E.P.CAD, Inc. 4, AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:30AM Page 1 HydrauI c'Graph • '� Job Number: 524 Report Description: Extra Hazard Group I Supply at Node 1 150 135 120 Static Pressure 113.000psi 105 1481.00gpm @ 92.000psi 90 a 75 ui cn ti 1241.80gpm @ 72.144ps1 •1741.80gpm with hose streams 60 / 45 System demand curve 30 15 11111W111IIII 11111 1 111 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 I I I I I I I I I 11 I I I I 11 I I I I I 0 0. 200 400 600 800 1000 1200 1400 1600 1800 2000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Available Pressure @ Time of Test 84.651 psi @ 1741.80gpm System Demand 1241.80gpm @ 72.144psi System Demand (Indudmg Hose Allowance) 1741.80gpm @ 72.144psi © M.E.P.CAD, Inc. 4, AutoSPRINK® VR7 v7.0.52 07/21/2008 8:50:30AM Page 1 L © M.E.P.CAD, Inc. 11 AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:OOAM Page 1 Hydraulic Overview a Job Number: 524 Report Description: Ordinary Group Job Job Number 524 Design Engineer JUDY McCLELLAN Job Name: TK5 DATA CENTER EXPANSION Phone 206.832.8191 FAX 206.832.8558 Address 1 3355 SOUTH 120TH STREET Slate CedificatioNLIcense Number Address 2 REMOTE AREA #6 AHJ CITY OF TUKWILA City TUKWILA State WA Zip Code 98168 Job Site Systeme: Density 0.15gpm/ft2 Area of Application 3500.00ft2 (Actual 3557.50ft2) Most Demanding Sprinkler Data 5.6K K -Factor 15.00gpm at 7.175psi Hose Streams 500.00gpm Coverage Per Sprinkler 100.00ft2 Number Of Sprinklers Calculated 43 System Pressure Demand 61.557psi System Flow Demand 752.96gpm Total Demand 1252.96gpm @ 61.557psi Pressure Result +36.030psi (36.9%) Supplies =; . �� _ ��, _ Check_P.oint Gauges Node Flow(gpm) Hose Flow(gpm) Static(osi) Residual(osi) Identifier Pressure(psil K-Factor(K) Flow(gpm) 1 1481.00gpm 500.00gpm 113.000psi 92.000psi -, . . ite r'�Lun .troy' t'bS. at�6ug h Deo.b° 524 -FP L1.3D.cad Supply. at Node 1 (1481.00gpm, 500.00gpm, 11=3.000psi;.92 000psi) HOMY swap E=b ei3 150 _ 135 120 _Static Pressure 113.000psi 105 .Th- 90 fa_11=1 1481.00gpm @ 92.000psi Ei 75 N m 752.96gpm ft - @+ 61.557psi is 0.. 60 1252.96gpm i with hose streams :: l• ... 45 System demand curve ;j . w .....1 30 15 11II1I1111111111111111111111111111111111 111111111 111111111 11111111I II 1111111 i. 0 ,00450 600 750 900 1050 1200 1350 1500 Water flow, gpm ... .. . ( k k kkkkk L © M.E.P.CAD, Inc. 11 AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:OOAM Page 1 Node Analysis Job Number: 524 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 118 16'-6%" PO(6'-71/2') 16.514psi 142 16'-6%" PO(6'-7%) 16.565psi 166 16'-61/2' PO(6'-7W) 16.738psi 196 16'-61/2' PO(10'-1W) 17.085psi 205 16'-61/2' PO(5'-9") 15.399psi 206 16-6%" PO(5'-9") 15.581 psi 207 16-6%" PO(10'-1Y2') 17.360psi 230 16'-6W PO(10'-1W) 17.669psi 260 16'-6W PO(10'-1W) 18.474psi 365 0'-0" PO(27'-10%) 60.816psi 138 16'-6W Spr(-14.348psi) 14.348psi 21.21gpm 139 16'-6W Spr(-14.662psi) 14.662psi 21.44gpm 106 16'-6W Spr(-11.983psi) 11.983psi 19.39gpm 105 16'-6%" Spr(-9.788psi) 9.788psi 17.52gpm 104 16'-61/2' Spr(-8.312psi) 8.312psi 16.15gpm 103 16'-6% Spr(-7.471 psi) 7.471 psi 15.31 gpm 102 16'-6%2" Spr(-7.255psi) 7.255psi 15.08gpm 101 16'-6W Spr(-7.175psi) 7.175psi 15.00gpm 140 16'-6W Spr(-14.393psi) 14.393psi 21.24gpm 141 16'-6%" Spr(-14.708psi) 14.708psi 21.48gpm 112 16'-61/2' Spr(-12.021 psi) 12.021 psi 19.42gpm 111 16'-61/2' Spr(-9.819psi) 9.819psi 17.55gpm 110 16'-61/2' Spr(-8.339psi) 8.339psi 16.17gpm 109 16'-6W Spr(-7.496psi) 7.496psi 15.33gpm 108 16'-6%2" Spr(-7.279psi) 7.279psi 15.11gpm 107 16'-6W Spr(-7.198psi) 7.198psi 15.02gpm 145 16'-6W Spr(-15.837psi) 15.837psi 22.29gpm 119 16'-61/2' Spr(-12.149psi) 12.149psi 19.52gpm 117 16'-6W Spr(-9.925psi) 9.925psi 17.64gpm 116 16'-6%2" Spr(-8.429psi) 8.429psi 16.26gpm 115 16'-61/2' Spr(-7.578psi) 7.578psi 15.42gpm 114 16'-6W Spr(-7.359psi) 7.359psi 15.19gpm 113 16'-6W Spr(-7.277psi) 7.277psi 15.11 gpm 125 16'-61/2' Spr(-12.405psi) 12.405psi 19.72gpm 124 16'-61,4 Spr(-10.136psi) 10.136psi 17.83gpm 123 16'-6W Spr(-8.611 psi) 8.611 psi 16.43gpm 122 16'-6W Spr(-7.742psi) 7.742psi 15.58gpm 121 16'-61/2' Spr(-7.519psi) 7.519psi 15.36gpm 120 16'-6'/2' Spr(-7.435psi) 7.435psi 15.27qpm 143 16'-6'/2' Spr(-14.417psi) 14.417psi 21.26gpm 144 16'-6W Spr(-14.588psi) 14.588psi 21.39gpm 131 16'-6W Spr(-12.835psi) 12.835psi 20.06gpm 130 16'-6W Spr(-10.492psi) 10.492psi 18.14gpm 129 16'-61/2' Spr(-8.916psi) 8.916psi 16.72gpm 128 16'-6W Spr(-8.019psi) 8.019psi 15.86gpm 127 16'-61/2' Spr(-7.788psi) 7.788psi 15.63gpm 126 16'-6W Spr(-7.702psi) 7.702psi 15.54gpm 137 16'-6Y2" Spr(-13.429psi) 13.429psi 20.52gpm 136 16-61/2' Spr(-10.984psi) 10.984psi 18.56gpm 135 16'-6% Spr(-9.339psi) 9.339psi 17.11gpm 134 16-6W Spr(-8.401psi) 8.401psi 16.23gpm 133 16-6W Spr(-8.160psi) 8.160psi 16.00gpm 132 16-6W Spr(-8.071psi) 8.071psi 15.91gpm (tai, © M.E.P.CAD, Inc. E AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:02AM age 1115 i6i Hydraulic Analysis ` Job Number: 524 Report Description: Ordinary Group Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length a Route 1 BL 1.5360 Q=15.00gpm 2.60fps C=120 0.011932 6'-9' Pf 0.081psi 101 16'-6W q=15.00gpm K=5.6K 7.175psi Spr(-7.175psi) Pe 102 16'-6%" 7.255psi 6'-9' Pv 'BL 1.5360 Q=30.08gpm 5.21fps C=120 0.043236 5-0' Pf 0.216psi 102 16'-612' q=15.08gpm K=5.6K 7.255psi Spr(-7.255psi) Pe 103 16'-612' 7.471psi 5'-0' Pv BL 1.5360 Q=45.39qpm 7.86fps C=120 0.092538 9'-1' Pf 0.841psi 103 16'-612' q=15.31 gpm K=5.6K 7.471 psi Spr(-7.471 psi) Pe 104 16'-6'/" 8.312psi 9'-1' Pv BL 1.5360 Q=61.54gpm 10.65fps C=120 0.162487 9'-1' Pf 1.476psi 104 16'-612' q=16.15gpm K=5.6K 8.312psi Spr(-8.312psi) Pe 105 16-612' 9.788psi 9'-1' Pv BL 1.5360 Q=79.06gpm 13.69fps C=120 0.258290 8'-6' Pf 2.195psi 105 16'-612' q=17.52gpm K=5.6K 9.788psi Spr(-9.788psi) Pe 106 16'-612' 11.983psi 8'-6' Pv BL 1.5360 Q=98.44gpm 17.04fps C=120 0.387533 1'-7' Pf 4.531 psi 106 16'-612' q=19.39gpm K=5.6K 11.983psi Spr(-11.983psi) 10'-112 Pe 118 16'-612' 16.514psi PO(10'-1%2") 11'-812 Pv CM 4.3100 Q=141.10gpm 3.10fps C=120 0.004959 10'-4' Pf 0.051 psi 118 16'-612" 16.514psi Pe 142 16-612' 16.565psi 10'-4 Pv CM 4.3100 Q=282.42gpm 6.21fps C=120 0.017902 9'-8' Pf 0.173psi 142 16'-612' 16.565psi Pe 166 16'-612' 16.738psi 9'-8' Pv CM 4.3100 Q=403.84gpm 8.88fps C=120 0.034692 10'-0' Pf 0.347psi 166 16-612' 16.738psi Pe 196 16'-612' 17.085psi 10'-0' Pv CM 4.3100 Q=504.03gpm 11.08fps C=120 0.052274 5-3' Pf 0.274psi 196 16'-612' 17.085psi Pe 207 16-612' 17.360psi 5'-3' Pv CM 4.3100 Q=546.68gpm 12.02fps C=120 0.060751 5'-1' Pf 0.309psi 207 16'-612' 17.360psi Pe 230 16'-612' 17.669psi 5'-1' Pv CM 4.3100 Q=648.63qpm 14.26fps C=120 0.083357 9'-8' Pf 0.806psi 230 16'-614" 17.669psi Pe 260 16-612' 18.474psi 9'-8' Pv CM 4.3100 Q=752.96gpm 16.56fps C=120 0.109844 233'-9' Pf 35.170ps 260 16-612' 18.474psi 86-5' Pe 7.171psi 365 0'-0" 60.816psi 2E(13'-11"), DPV(13'-11"), BV(16'-8'/2'), PO(27'-1012') 320'-2' Pv FM 6.4030 Q=752.96gpm 7.50fps C=120 0.015981 28'-2' Pf 0.741psi 365 0'-0" 60.816psi 18'-3' Pe-0.000psi 1 0'-0" 61.557psi E(18'-3"), BFP, S 46-5' Pv Gib Route 2 BL 1.5360 Q=15.02gpm 2.60fps C=120 0.011967 6'-9' Pf 0.081psi 107 16-612' q=15.02gpm K=5.6K 7.198psi Spr(-7.198psi) Pe 108 16'-612' 7.279psi 6'-9' Pv BL 1.5360 Q=30.13gpm 5.22fps C=120 0.043366 5'-0' Pf 0.217psi 108 16'-612' q=15.11gpm K=5.6K 7.279psi Spr(-7.279psi) Pe 109 16'-61/2 7.496psi 5-0' Pv BL 1.5360 Q=45.46gpm 7.87fps C=120 0.092817 9'-1' Pf 0.843psi 109 16'-612' q=15.33gpm K=5.6K 7.496psi Spr(-7.496psi) Pe 110 16'-612' 8.339psi 9'-1' Pv BL 1.5360 Q=61.64qpm 10.67fps C=120 0.162974 9'-1' Pf 1.480psi 110 16'-612' q=16.17gpm K=5.6K 8.339psi Spr(-8.339psi) Pe 111 16'-612' 9.819psi 9'-1' Pv BL 1.5360 Q=79.18gpm 13.71fps C=120 0.259062 8'-6' Pf 2.202psi 111 16'-612' q=17.55gpm K=5.6K 9.819psi Spr(-9.819psi) Pe 112 16'-612' 12.021 psi 8'-6' Pv BL 1.5360 Q=98.60gpm 17.07fps C=120 0.388686 1'-7' Pf 4.544psi 112 16'-612' q=19.42gpm K=5.6K 12.021 psi Spr(-12.021 psi) 10'-112 Pe 142 16'-61/2" 16.565psi PO(10'-1%2") 11'-812 Pv v Route 3 BL 1.5360 Q=15.11gpm 2.62fps C=120 0.012089 6'-9' Pf 0.082psi 113 16'-612' q=15.11 gpm K=5.6K 7.277psi Spr(-7.277psi) Pe 114 16'-612' 7.359psi 6-9' Pv BL 1.5360 Q=30.30gpm 5.25fps C=120 0.043806 5'-0' Pf 0.219psi 114 16'-612' q=15.19gpm K=5.6K 7.359psi Spr(-7.359psi) Pe 115 16'-612' 7.578psi 5'-0' Pv BL 1.5360 Q=45.71gpm 7.91fps C=120 0.093756 9'-1' Pf 0.852psi 115 16'-612' q=15.42gpm K=5.6K 7.578psi Spr(-7.578psi) Pe 116 16'-612' 8.429psi 9'-1' Pv (bl © M.E.P.CAD, Inc. it AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:04AM Page 1 Hydraulic::Analysis Job Number: 524 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 1.5360 Q=61.97gpm 10.73fps C=120 0.164620 9'-1' 9'-1' Pf Pe Pv 1.495psi 116 117 16'-6'/2' 16'-6'/Z' q=16.26gpm K=5.6K 8.429psi 9.925psi Spr(-8.429psi) BL 1.5360 Q=79.61gpm 13.78fps C=120 0.261668 8'-6' 8'-6' Pf Pe Pv 2.224psi 117 119 16'-6'/2' 16'-6'/s" q=17.64gpm K=5.6K 9.925psi 12.149psi Spr(-9.925psi) BL 1.5360 Q=99.13gpm 17.16fps C=120 0.392577 1'-7' Pf 4.590psi 119 16'-61/2' q=19.52gpm K=5.6K 12.149psi Spr(-12.149psi) 10'-1%2 Pe 166 16-6'/z' 16.738psi PO(10'-1'/2") 11'-8'/2 Pv so Route 4••••• BL 1.5360 Q=15.27qpm 2.64fps C=120 0.012332 6'-9' Pf 0.083psi 120 16'-61/2' q=15.27gpm K=5.6K 7.435psi Spr(-7.435psi) Pe 121 16'-61/2' 7.519psi 6-9' Pv BL 1.5360 Q=30.63gpm 5.30fps C=120 0.044686 5'-0' Pf 0.223psi 121 16'-6'/2' q=15.36gpm K=5.6K 7.519psi Spr(-7.519psi) Pe 122 16'-6W 7.742psi 5'-0' Pv BL 1.5360 Q=46.21gpm 8.00fps C=120 0.095639 9'-1' Pf 0.869psi 122 16'-61/2' q=15.58gpm K=5.6K 7.742psi Spr(-7.742psi) Pe 123 16'-61/2' 8.611 psi 9'-1' Pv BL 1.5360 Q=62.64gpm 10.85fps C=120 0.167918 9'-1' Pf 1.525psi 123 16'-6'/2" q=16.43gpm K=5.6K 8.611 psi Spr(-8.611 psi) Pe 124 16'-6'/2' 10.136psi 9'-1' Pv BL 1.5360 Q=80.47gpm 13.93fps C=120 0.266890 8'-6' Pf 2.269psi 124 16'-61/2' q=17.83gpm K=5.6K 10.136psi Spr(-10.136psi) Pe 125 16'-61/2' 12.405psi 8'-6' Pv BL 1.5360 Q=100.19gpm 17.35fps C=120 0.400372 1'-7' Pf 4.681psi 125 16'-6W q=19.72gpm K=5.6K 12.405psi Spr(-12.405psi) 10'-1'/2 Pe 196 16'-6W2' 17.085psi PO(10'-1'/2') 11'-8'/2 Pv o► Route 5 BL 1.5360 Q=15.54qpm 2.69fps C=120 0.012740 6-9' Pf 0.086psi 126 16'-6W2' q=15.54gpm K=5.6K 7.702psi Spr(-7.702psi) Pe 127 16'-6'/" 7.788psi 6'-9' Pv BL 1.5360 Q=31.17gpm 5.40fps C=120 0.046165 5'-0' Pf 0.231psi 127 16'-61/2' q=15.63gpm K=5.6K 7.788psi Spr(-7.788psi) Pe 128 16-61/2' 8.019psi 5'-0' Pv BL 1.5360 Q=47.03gpm 8.14fps C=120 0.098801 9'-1' Pf 0.897psi 128 16-61/2" q=15.86gpm K=5.6K 8.019psi Spr(-8.019psi) Pe 129 16-61/2" 8.916psi 9'-1' Pv BL 1.5360 Q=63.75qpm 11.04fps C=120 0.173457 9'-1' Pf 1.576psi 129 16'-61/2' q=16.72gpm K=5.6K 8.916psi Spr(-8.916psi) Pe 130 16'-61/2' 10.492psi 9'-1' Pv BL 1.5360 Q=81.89qpm 14.18fps C=120 0.275660 8'-6' Pf 2.343psi 130 16'-61/2' q=18.14gpm K=5.6K 10.492psi Spr(-10.492psi) Pe 131 16'-61/2' 12.835psi 8'-6' Pv BL 1.5360 Q=101.95gpm 17.65fps C=120 0.413464 1'-7' Pf 4.834psi 131 16'-61/2' q=20.06gpm K=5.6K 12.835psi Spr(-12.835psi) 10'-11/2 Pe 230 16'-6/2' 17.669psi PO(10'-1'/") 11'-81/2 Pv Gil Route 6 BL 1.5360 Q=15.91gpm 2.75fps C=120 0.013303 6-9' Pf 0.090psi 132 16-6'/" q=15.91gpm K=5.6K 8.071psi Spr(-8.071psi) Pe 133 16'-61/2' 8.160psi 6'-9' Pv BL 1.5360 Q=31.91gpm 5.52fps C=120 0.048205 5'-0' Pf 0.241psi 133 16-6%2' q=16.00gpm K=5.6K 8.160psi Spr(-8.160psi) Pe 134 16-6'/2' 8.401 psi 5'-0' Pv BL 1.5360 Q=48.14gpm 8.33fps C=120 0.103164 9'-1' Pf 0.937psi 134 16-6'/2' q=16.23gpm K=5.6K 8.401 psi Spr(-8.401 psi) Pe 135 16-61/2' 9.339psi 9'-1' Pv BL 1.5360 Q=65.25qpm 11.30fps C=120 0.181098 9'-1 Pf 1.645psi 135 16-61/2' q=17.11gpm K=5.6K 9.339psi Spr(-9.339psi) Pe 136 16-6'/2' 10.984psi 9'-1' Pv BL 1.5360 Q=83.81gpm 14.51fps C=120 0.287757 8'-6' Pf 2.446psi 136 16-61/2' q=18.56gpm K=5.6K 10.984psi Spr(-10.984psi) Pe 137 16-61/2' 13.429psi 8'-6' Pv BL 1.5360 Q=104.33gpm 18.06fps C=120 0.431520 1'-7' Pf 5.045psi 137 16'-6'/2' q=20.52gpm K=5.6K 13.429psi Spr(-13.429psi) 10'-1'/2 Pe 260 16'-6'/" 18.474psi PO(10'-11/2') 11'-81/2 Pv aro Route 7 OR 1.4080 Q=21.21gpm 4.37fps C=120 0.034604 9'-1' Pf 0.314psi 138 16-61/2' q=21.21 gpm K=5.6K 14.348psi Spr(-14.348psi) Pe 139 16-61/2' 14.662psi 9'-1' Pv OR 1.4080 Q=42.65gpm 8.79fps C=120 0.126007 8'-1' Pf 1.852psi 139 16'-6'/" q=21.44gpm K=5.6K 14.662psi Spr(-14.662psi) 6'-71/2 Pe 118 16'-61/2' 16.514psi PO(6'-7'/2') 14'-8%' Pv ©M.E.P.CAD, Inc. 415 AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:04AM Page 2 &Hydraulic Analysis Job Number: 524 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Upstream Pt Pn Fittings co, Route 8 OR 1.4080 Q=21.24gpm 4.38fps C=120 0.034704 9'-1' 9'-1' Pf Pe Pv 0.315psi 140 16'-6%2' q=21.24gpm K=5.6K 141 16'-61/2' 14.393psi Spr(-14.393psi) 14.708psi OR 1.4080 Q=42.72gpm 8.80fps C=120 0.126372 8'-1' 6'-7Y2 14'-8%' Pf Pe Pv 1.858psi 141 16'-6Y2' q=21.48gpm K=5.6K 142 16'-6Y2' 14.708psi Spr(-14.708psi) 16.565psi PO(6'-71/2') a Route 9 AO 1.0800 Q=21.26gpm 7.45fps C=120 0.126469 2'-0' 5'-9' 7'-9' Pf Pe Pv 0.982psi 143 16'-6%2' q=21.26gpm K=5.6K 205 16'-6Y2' 14.417psi Spr(-14.417psi) 15.399psi PO(5-9") BL 1.5360 Q=21.26gpm 3.68fps C=120 0.022753 8'-0' 8'-0' Pf Pe Pv 0.182psi 205 16'-6%" 206 16'-6Yz" 15.399psi 15.581psi BL 1.5360 Q=42.65qpm 7.38fps C=120 0.082473 11'-51/2 10'-11/2 21'-7' Pf Pe Pv 1.779psi -0.000psi 206 16'-6%2" 207 16'-6%" 15.581psi 17.360psi PO(10'-1%2") ai Route 10 AO 1.0800 Q=21.39qpm 7.49fps C=120 0.127858 2'-0' 5'-9' 7'-9' Pf Pe Pv 0.992psi 144 16'-6%" q=21.39gpm K=5.6K 206 16-61/2' 14.588psi Spr(-14.588psi) 15.581psi PO(5'-9") or Route 11 OR 1.4080 Q=22.29gpm 4.59fps C=120 0.037914 17'-2" 6'-7%' 23'-91/2 Pf Pe Pv 0.902psi 145 16'-6Y2' q=22.29gpm K=5.6K 166 16'-6%" 15.837psi Spr(-15.837psi) 16.738psi PO(6'-71/2') Equivalent:Pipe.Lengths of Valves_and`Fittings (C=1,20:only) r C Value Multiplier II Actual Inside Diameter 487 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter /) ( , ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:04AM Page 3 1' Hydraulic Analysis Pipe Type Diameter Job Number: 524 Report Description: Ordinary Group Flow Velocity HWC Friction Loss Downstream Elevation Upstream ,Pipe Type Legend Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legend -Fittings Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111A° Elbow Ee2 22'/2 Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (dam ©M.E.P.CAD, Inc. AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:04AM Page 4 Job Number: 524 Report Description: Ordinary Group I 150 135 120 105 90 .N J75 60 45 30 15 0 0150 300 450 Supply at Node 1 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Available Pressure@ Time of Test 97.587psi @ 1252.96gpm System Demand 752.96gpm @ 61.557psi System Demand (Including Hose Allowance) 1252.96gpm @ 61.557psi [v ©M.E.P.CAD, Inc. 'rSAd AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:07AM Page 1 -Static Pressure 113.000psi - 1481.00gpm @ 92.000psi- - 752.96gpm @ 61.557psi 1252.96gpm with hose streams _ System demand curve -1111111111111 1111111 11 111111111 111 1111 11 1 I 1 I 1 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 600 750 900 1050 Water flow, gpm 1200 1350 1500 Hydraulic Graph Supply at Node 1 Static: Pressure 113.000psi Residual: Pressure 1481.00gpm @ 92.000psi Available Pressure@ Time of Test 97.587psi @ 1252.96gpm System Demand 752.96gpm @ 61.557psi System Demand (Including Hose Allowance) 1252.96gpm @ 61.557psi [v ©M.E.P.CAD, Inc. 'rSAd AutoSPRINK® VR7 v7.0.52 07/21/2008 9:01:07AM Page 1 McKinstry Fire Protection 5005 3'i Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for Sabey Data Ctr. — 2nd Floor PROVIDENCE Remote Area #1 3355 South 120th st. Tukwila, Wa. Contract Number: Date: 08/14/08 11:30 AM CIaokrXC, 6�-�; t�» ,, III V:r�7=.„.....„ �r11 4�1Tilt- ilitiVi,f 84.0e -Design Data - Source Pressures have been decresed by 10% due to Seasonal Variances. Occupancy Classification: Density: Area of Appliucation: Coverage per Sprinkler: Number of Sprinklers Calculated: Total Sprinkler Water Flow Required: Total Water Required (Including Hose): Flow and Pressure (@ BOR): Sprinkler Orifice Size: Name of Contractor: Designer: Authority Having Jurisdiction: Ordinary Hazard Group 1 .15 1950 324 Max. SQ. FT. 11 656.3 906.3 656.6GPM @ 90.9 PSI 3/4 inch McKinstry Co R. Dwayne Johnson Tukwila Fire Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_PROVIDENCE.SDF . JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC PRESS. (PSI) 113.0 RESID. PRESS. (PSI) 92.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 1481.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE 1 2 3 4 5 6 7 8 9 10 11 1A 2A 3A 4A 5A 5B 6A 7A 8A 9A 10A 10B 11A 11B 101 102 103 201 202 203 301 302 303 ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 28.5 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 29.3 33.5 33.5 33.5 33.5 33.5 33.5 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 AVAIL. PRESS. (PSI) 104.5 TOTAL @ DEMAND (GPM) 906.3 GPM 250.0 GPM 0.0 GPM 656.3 GPM REQ'D PRESS. (PSI) 906.3 93.1 PRESSURE DISCHARGE (PSI) (GPM) 12.3 13.3 14.3 17.4 23.7 12.8 12.7 14.6 17.8 24.3 46.7 17.4 18.0 19.8 24.4 32.8 42.2 17.4 17.9 19.8 24.4 32.8 42.4 61.7 62.8 47.9 50.5 63.6 52.1 54.8 62.6 58.6 59.6 63.1 49.1 51.0 52.9 58.4 68.1 50.1 49.8 53.5 59.0 69.0 95.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND FLR PROVIDENCE.SDF JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) TOR 33.5 70.0 BOR 3.0 90.9 BFIN 3.0 97.0 BFOUT 3.0 - - - - 91.4 SOURCE 0.0 SOURCE 93.1 656.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLRPROVIDENCE.SDF JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 49.1 1.097 PL 2.83 PF 5.5 1A 29.3 0.0 17.4 0.0 16.7 100 FTG 2L PE 0.4 1 28.5 14.0 12.3 49.1 0.772 TL 7.11 PV Pipe: 2 51.0 1.097 PL 1.83 PF 5.1 2A 29.3 0.0 18.0 0.0 17.3 100 FTG 2L PE 0.4 2 28.5 14.0 13.3 51.0 0.827 TL 6.11 PV Pipe: 3 52.9 1.097 PL 2.41 PF 5.9 3A 29.3 0.0 19.8 0.0 17.9 100 FTG 2L PE 0.4 3 28.5 14.0 14.3 52.9 0.886 TL 6.69 PV Pipe: 4 58.4 1.097 PL 2.67 PF 7.4 4A 29.3 0.0 24.4 0.0 19.8 100 FTG 2L PE 0.4 4 28.5 14.0 17.4 58.4 1.064 TL 6.95 PV Pipe: 5 68.1 1.097 PL 2.41 PF 9.5 5A 29.3 0.0 32.8 0.0 23.1 100 FTG 2L PE 0.4 5 28.5 14.0 23.7 68.1 1.415 TL 6.69 PV Pipe: 6 50.1 1.097 PL 1.83 PF 4.9 6A 29.3 0.0 17.4 0.0 17.0 100 FTG 2L PE 0.4 6 28.5 14.0 12.8 50.1 0.802 TL 6.11 PV Pipe: 7 49.8 1.097 PL 2.75 PF 5.6 7A 29.3 0.0 17.9 0.0 16.9 100 FTG 2L PE 0.4 7 28.5 14.0 12.7 49.8 0.794 TL 7.03 PV Pipe: 8 53.5 1.097 PL 1.83 PF 5.5 8A 29.3 0.0 19.8 0.0 18.2 100 FTG 2L PE 0.4 8 28.5 14.0 14.6 53.5 0.905 TL 6.11 PV Pipe: 9 59.0 1.097 PL 2.16 PF 7.0 9A 29.3 0.0 24.4 0.0 20.0 100 FTG 2L PE 0.4 9 28.5 14.0 17.8 59.0 1.085 TL 6.44 PV Pipe: 10 69.0 1.097 PL 1.83 PF 8.9 10A 29.3 0.0 32.8 0.0 23.4 100 FTG 2L PE 0.4 10 28.5 14.0 24.3 69.0 1.451 TL 6.11 PV Pipe: 11 95.7 1.097 PL 1.50 PF 15.3 11A 29.3 0.0 61.7 0.0 32.5 100 FTG 2L PE 0.4 11 28.5 14.0 46.7 95.7 2.654 TL 5.78 PV Pipe: 12 49.1 2.157 PL 9.50 PF 0.5 2A 29.3 0.0 18.0 0.0 4.3 100 FTG T PE 0.0 1A 29.3 0.0 17.4 0.0 0.029 TL 18.06 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND FLR PROVIDENCE.SDF JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12A 100.1 2.157 PL 9.00 PF 1.9 3A 29.3 0.0 19.8 0.0 8.8 100 FTG T PE 0.0 2A 29.3 0.0 18.0 0.0 0.107 TL 17.56 PV Pipe: 13 152.9 2.157 PL 11.00 PF 4.6 4A 29.3 0.0 24.4 0.0 13.4 100 FTG T PE 0.0 3A 29.3 0.0 19.8 0.0 0.235 TL 19.56 PV Pipe: 14 211.3 2.157 PL 11.00 PF 8.4 5A 29.3 0.0 32.8 0.0 18.6 100 FTG T PE 0.0 4A 29.3 0.0 24.4 0.0 0.427 TL 19.56 PV Pipe: 15 279.4 2.157 PL 4.58 PF 9.4 5B 29.3 0.0 42.2 0.0 24.5 100 FTG T PE 0.0 5A 29.3 0.0 32.8 0.0 0.716 TL 13.14 PV Pipe: 15A 50.1 2.157 PL 9.50 PF 0.5 7A 29.3 0.0 17.9 0.0 4.4 100 FTG T PE 0.0 6A 29.3 0.0 17.4 0.0 0.030 TL 18.06 PV Pipe: 15B 99.9 2.157 PL 9.00 PF 1.9 8A 29.3 0.0 19.8 0.0 8.8 100 FTG T PE 0.0 7A 29.3 0.0 17.9 0.0 0.107 TL 17.56 PV Pipe: 16 153.4 2.157 PL 11.00 PF 4.6 9A 29.3 0.0 24.4 0.0 13.5 100 FTG T PE 0.0 8A 29.3 0.0 19.8 0.0 0.236 TL 19.56 PV Pipe: 17 212.4 2.157 PL 11.00 PF 8.4 10A 29.3 0.0 32.8 0.0 18.7 100 FTG T PE 0.0 9A 29.3 0.0 24.4 0.0 0.431 TL 19.56 PV Pipe: 18 281.5 2.157 PL 4.58 PF 9.5 10B 29.3 0.0 42.4 0.0 24.7 100 FTG T PE 0.0 10A 29.3 0.0 32.8 0.0 0.726 TL 13.14 PV 11B 11A Pipe: 19 95.7 2.157 PL 3.00 PF 1.1 29.3 0.0 62.8 0.0 8.4 100 FTG T PE 0.0 29.3 0.0 61.7 0.0 0.099 TL 11.56 PV Pipe: 19A 279.4 2.635 PL 21.00 PF 5.7 101 29.3 0.0 47.9 0.0 16.4 100 FTG ---- PE 0.0 5B 29.3 0.0 42.2 0.0 0.270 TL 21.00 PV Pipe: 19B 281.5 2.635 PL 21.00 PF 8.1 102 29.3 0.0 50.5 0.0 16.6 100 FTG 2L PE 0.0 10B 29.3 0.0 42.4 0.0 0.274 TL 29.56 PV Pipe: 19C 95.7 2.635 PL 21.00 PF 0.8 103 29.3 0.0 63.6 0.0 5.6 100 FTG ---- PE 0.0 11B 29.3 0.0 62.8 0.0 0.037 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_PROVIDENCE.SDF JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 20 279.4 2.157 PL 4.17 PF 6.1 201 33.5 0.0 52.1 0.0 24.5 100 FTG 2L PE 1.8 101 29.3 0.0 47.9 0.0 0.716 TL 8.45 PV Pipe: 21 281.5 2.157 PL 4.17 PF 6.1 202 33.5 0.0 54.8 0.0 24.7 100 FTG 2L PE 1.8 102 29.3 0.0 50.5 0.0 0.726 TL 8.45 PV Pipe: 22 95.7 2.157 PL 4.17 PF 0.8 203 33.5 0.0 62.6 0.0 8.4 100 FTG 2L PE 1.8 103 29.3 0.0 63.6 0.0 0.099 TL 8.45 PV Pipe: 23 279.4 2.157 PL 7.00 PF 6.5 301 33.5 0.0 58.6 0.0 24.5 100 FTG L PE 0.0 201 33.5 0.0 52.1 0.0 0.716 TL 9.14 PV Pipe: 24 281.5 2.157 PL 4.50 PF 4.8 302 33.5 0.0 59.6 0.0 24.7 100 FTG L PE 0.0 202 33.5 0.0 54.8 0.0 0.726 TL 6.64 PV Pipe: 25 95.7 2.157 PL 4.17 PF 0.4 303 33.5 0.0 63.1 0.0 8.4 100 FTG ---- PE 0.0 203 33.5 0.0 62.6 0.0 0.099 TL 4.17 PV Pipe: 26 279.4 4.260 PL 18.00 PF 1.0 302 33.5 0.0 59.6 0.0 6.3 100 FTG T PE 0.0 301 33.5 0.0 58.6 0.0 0.026 TL 36.56 PV Pipe: 27 560.9 4.260 PL 18.00 PF 3.5 303 33.5 0.0 63.1 0.0 12.6 100 FTG T PE 0.0 302 33.5 0.0 59.6 0.0 0.094 TL 36.56 PV Pipe: 30 656.6 4.260 PL 36.50 PF 7.0 TOR 33.5 0.0 70.0 0.0 14.8 100 FTG T PE 0.0 303 33.5 0.0 63.1 0.0 0.126 TL 55.06 PV Pipe: 32 -656.6 4.260 PL 30.50 PF 7.6 TOR 33.5 0.0 70.0 0.0 14.8 100 FTG BD PE 13.2 BOR 3.0 0.0 90.9 0.0 0.126 TL 60.48 PV Pipe: 33 -656.6 6.357 PL 6.67 PF 0.6 BOR 3.0 0.0 90.9 0.0 6.6 120 FTG T PE 0.0 BFOUT 3.0 0.0 91.4 0.0 0.013 TL 44.67 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE BFIN 3.0 0.0 97.0 0.0 5.6 psi, 0.0 gpm BFOUT 3.0 0.0 91.4 0.0 Pipe: 35 656.3 8.249 PL 30.00 PF 0.3 SOURCE 0.0 SRCE 93.1 (N/A) 3.9 120 FTG TL PE -1.3 BFOUT 3.0 0.0 91.4 0.0 0.004 TL 86.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_PROVIDENCE.SDF . JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 50060248 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.025 gpm and a maximum imbalance at any node of 0.968 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 32.5 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.097 3.00 6.00 3.00 6.00 8.00 1.00 12.00 12.00 6.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_PROVIDENCE.SDF JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. 71 to a) r1 U) a M o H M I- .0 a M a +, C C4 E1 a E CP sa tT 0 7 N M U A H • a) co W mrn I)Q aro w �w a O1 aQ) a a u i CJ) -H a "ci u) W ro M u GL m r- In -H D 0 >, -H • 7 O CO CO fa Cr • • O N M %/ %/ 0 o 0 0 0 0 N 0 00 ri • -•1 0 t9 4 W a C4 W CO CO C4 W 0 0 aN•r, 0 0 04 0 0 0 0 0 0 0 — co 0 0 ri 0 0 r1 0 0 r-1 0 0 r -i 0 —0 CO 0 —o 0 —o N • FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 8/14/2008DATA CTR. - 2ND FLOOR OFFICES\SABEY-2ND_FLR_PROVIDENCE.SDF . JOB TITLE: Sabey Data Ctr. - PROVIDENCE 2nd Flr. WATER SUPPLY CURVE 120+ *\ \\\ 110+ \\\\\ 1 1 1 100+ 1 1 1 90+ 1 1 1 P 80+ R 1 E 1 S 1 S 70+ U 1 R 1 E 1 60+ ( 1 P 1 S 1 40+ 1 1 1 30+ 1 1 1 20+ 1 10+ \\\\ X * <-92.0 psi @ 1481 gpm Flow Test Point LEGEND X = Required Water Supply 93.06 psi @ 906.3 gpm 1 0 = Available Water Supply 1 104.53 psi @ 906.3 gpm VI 11 If ft 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) McKinstry Fire Protection 5005 3''d Ave. S. PO Box 24567 Seattle, WA 98124 Hydraulic Calculations for Sabey Data Ctr. — 3rd Fir Central Plant Remote Area #1 3355 South 120th st. Tukwila, Wa. Contract Number: Date: 08/11/08 11:30 AM -Design Data - Source Pressures have been decresed by 10% due to Seasonal Variances. Occupancy Classification: Density: Area of Appliucation: Coverage per Sprinkler: Ordinary Hazard Group 1 .15 2280 400 Max. SQ. FT. Number of Sprinklers Calculated: 7 Total Sprinkler Water Flow Required: 520.2 Total Water Required (Including Hose): 770.2 Flow and Pressure (@ BOR): 520.3GPM @ 94.1 PSI Sprinkler Orifice Size: 3/4 inch Name of Contractor: McKinstry Co Designer: R. Dwayne Johnson Authority Having Jurisdiction: Tukwila Fire Calculations by HASS Computer Program HRS Systems, Inc. Atlanta, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD_FLR_CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. WATER SUPPLY DATA SOURCE NODE TAG SOURCE STATIC RESID. FLOW PRESS. PRESS. @ (PSI) (PSI) (GPM) 113.0 92.0 1481.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE NODE ANALYSIS DATA TAG ELEVATION NODE TYPE (FT) 1 55.0 2 43.5 3 43.5 4 55.0 5 55.0 6 55.0 7 55.0 101 55.0 102 55.0 103 55.0 104 55.0 105 55.0 106 55.0 107 55.0 201 55.0 202 55.0 203 55.0 TOR 54.0 BOR 3.0 BFIN 3.0 BFOUT 3.0 SOURCE 0.0 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 K=14.00 SOURCE AVAIL. PRESS. (PSI) 106.7 TOTAL @ DEMAND (GPM) 770.2 GPM 250.0 GPM 0.0 GPM 520.2 GPM PRESSURE (PSI) 27.2 18.4 20.1 32.0 33.3 33.8 35.2 32.2 33.4 36.7 37.9 39.4 40.0 41.7 44.4 44.9 47.4 65.3 94.1 88.9 94.5 96.0 REQ'D PRESS. (PSI) 770.2 96.0 DISCHARGE (GPM) 73.0 60.1 62.7 79.2 80.8 81.4 83.1 520.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD_FLR_CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 73.0 1.097 PL 1.00 PF 5.0 101 55.0 0.0 32.2 0.0 24.8 100 FTG L PE 0.0 1 55.0 14.0 27.2 73.0 1.608 TL 3.14 PV Pipe: 2 60.1 1.097 PL 13.50 PF 19.9 102 55.0 0.0 33.4 0.0 20.4 100 FTG 2L PE 5.0 2 43.5 14.0 18.4 60.1 1.121 TL 17.78 PV Pipe: 3 62.7 1.097 PL 13.50 PF 21.6 103 55.0 0.0 36.7 0.0 21.3 100 FTG 2L PE 5.0 3 43.5 14.0 20.1 62.7 1.216 TL 17.78 PV Pipe: 4 79.2 1.097 PL 1.00 PF 5.9 104 55.0 0.0 37.9 0.0 26.9 100 FTG L PE 0.0 4 55.0 14.0 32.0 79.2 1.869 TL 3.14 PV Pipe: 5 80.8 1.097 PL 1.00 PF 6.1 105 55.0 0.0 39.4 0.0 27.4 100 FTG L PE 0.0 5 55.0 14.0 33.3 80.8 1.942 TL 3.14 PV Pipe: 6 81.4 1.097 PL 1.00 PF 6.2 106 55.0 0.0 40.0 0.0 27.6 100 FTG L PE 0.0 6 55.0 14.0 33.8 81.4 1.968 TL 3.14 PV Pipe: 7 83.1 1.097 PL 1.00 PF 6.4 107 55.0 0.0 41.7 0.0 28.2 100 FTG L PE 0.0 7 55.0 14.0 35.2 83.1 2.045 TL 3.14 PV Pipe: 8 73.0 2.157 PL 8.50 PF 1.1 102 55.0 0.0 33.4 0.0 6.4 120 FTG 2LT PE 0.0 101 55.0 0.0 32.2 0.0 0.043 TL 26.50 PV Pipe: 9 133.0 2.157 PL 14.00 PF 3.4 103 55.0 0.0 36.7 0.0 11.7 120 FTG T PE 0.0 102 55.0 0.0 33.4 0.0 0.129 TL 26.00 PV Pipe: 10 195.8 2.157 PL 17.00 PF 7.7 201 55.0 0.0 44.4 0.0 17.2 120 FTG T PE 0.0 103 55.0 0.0 36.7 0.0 0.265 TL 29.00 PV Pipe: 11 79.2 2.157 PL 20.00 PF 1.6 105 55.0 0.0 39.4 0.0 7.0 120 FTG T PE 0.0 104 55.0 0.0 37.9 0.0 0.050 TL 32.00 PV Pipe: 12 160.0 2.157 PL 18.00 PF 5.5 202 55.0 0.0 44.9 0.0 14.0 120 FTG T PE 0.0 105 55.0 0.0 39.4 0.0 0.182 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD FLR CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 81.4 2.157 PL 20.00 PF 1.7 107 55.0 0.0 41.7 0.0 7.1 120 FTG T PE 0.0 106 55.0 0.0 40.0 0.0 0.052 TL 32.00 PV Pipe: 14 164.5 2.157 PL 18.00 PF 5.8 203 55.0 0.0 47.4 0.0 14.4 120 FTG T PE 0.0 107 55.0 0.0 41.7 0.0 0.192 TL 30.00 PV Pipe: 15 195.8 4.260 PL 19.50 PF 0.5 202 55.0 0.0 44.9 0.0 4.4 100 FTG T PE 0.0 201 55.0 0.0 44.4 0.0 0.013 TL 38.06 PV Pipe: 16 355.8 4.260 PL 20.50 PF 2.5 203 55.0 0.0 47.4 0.0 8.0 100 FTG 4LT PE 0.0 202 55.0 0.0 44.9 0.0 0.041 TL 61.89 PV Pipe: 30 520.3 4.260 PL 184.00 PF 17.5 TOR 54.0 0.0 65.3 0.0 11.7 100 FTG 5L PE -0.4 203 55.0 0.0 47.4 0.0 0.082 TL 212.55 PV Pipe: 32 -520.3 4.260 PL 51.00 PF 6.7 TOR 54.0 0.0 65.3 0.0 11.7 100 FTG BD PE 22.1 BOR 3.0 0.0 94.1 0.0 0.082 TL 80.98 PV Pipe: 33 -520.3 6.357 PL 6.67 PF 0.4 BOR 3.0 0.0 94.1 0.0 5.3 120 FTG T PE 0.0 BFOUT 3.0 0.0 94.5 0.0 0.008 TL 44.67 PV Pipe: 34 FIXED PRESSURE LOSS DEVICE BFOUT 3.0 0.0 94.5 0.0 5.6 psi, 0.0 gpm BFIN 3.0 0.0 88.9 0.0 Pipe: 35 520.2 8.249 PL 30.00 PF 0.2 SOURCE 0.0 SRCE 96.0 (N/A) 3.1 120 FTG TL PE -1.3 BFOUT 3.0 0.0 94.5 0.0 0.002 TL 86.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 7.9 computer program under license no. 50060248 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.016 gpm and a maximum imbalance at any node of 0.345 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 28.2 ft/sec at pipe 7. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD FLR CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.097 3.00 6.00 3.00 6.00 8.00 1.00 12.00 12.00 6.00 2.157 6.00 12.00 3.00 14.00 8.00 1.00 12.00 12.00 12.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 8.249 21.00 41.00 15.00 53.00 14.00 5.00 37.00 37.00 41.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD FLR CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. WATER SUPPLY ANALYSIS WN U U O n N • W N W m N � o • � 0o C7 to uu r- a NE CP W N u W OW r+ 1444a ►+ Cf) �+ a ‘14 (I) 0iw W a�+4- • iI N r -.-1 Ln 0 >, • 01 in U) o WLn .�ao l Ava r N Static: 113.00 psi Resid: N O O O N O O O — co O —0 O — O O O O O O 0 0 0 O 0 O N 0 CO LO C N - 040041 woo 41 uou?.0o: W -- oau)•ri - - co O N FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 8/13/2008. - 3RD FLOOR CENTRAL PLANT\SABEY-3RD FLR CENTRALPLANT.SDF JOB TITLE: Sabey Data Ctr. - 3rd Flr. WATER SUPPLY CURVE 120+ *\\\\ 110+ \\\\\ \0\\ \\\\\ \\\\\ 100+ \\\\ \\\\\ x \\\\ * <-92.0 psi @ 1481 gpm 90+ Flow Test Point P 80+ R 1 E 1 S 1 S 70+ U I R 1 E 1 60+ ( 1 P 1 S 1 I 50+ 40+ 30+ 1 1 1 20+ LEGEND " 1 X = Required Water Supply 1 95.95 psi @ 770.2 gpm 10+ 1 0 = Available Water Supply " 106.74 psi @ 770.2 gpm 1 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Rem to Job Number: 2-11-9772 Report Description: Ordinary Groua II 61, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:06PM Paae 1 Job Number 2-11-9772 Design Engineer JIM STEWART Job Name INTERNAP -J R►-\ State Certificabon/License Number FIRESWI140B1 Address 3355 SOUTH 120TH STREET CITY OF TUKWILA Address 2 Job Site FIRST FLOOR City TUKWILA State WA Zp Code 98168 Drawing Name 2-11-9772_Revision0l_(First Floor) 40x32 a�: � % e 4 ... ;.., .....� . ...., �� �£2dt.7tiE� , a ��.as � r, a ; Vis adz ` Most Demanding Sprinkler Data 5.6 K -Factor 18.32 at 10.70 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area of Application 3900.00ft2 (Actual 3905.53ft2) Additional Hose Supplies Node Flow(ci m) Number Of Sprinklers Calculated 51 Coverage Per Sprinkler 91.59ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area C °0r if j,t /k7F V / d� �'t� € rilfAvAilt� • s %/, Told Hose Streams:'. treamsit 250.00 System Flow Demand 1192.10 Total Water Required (Including Hose Allowance) 1442.10 Matdmum Pressure Unbalance In Loops 0 Maxtrnummum Velocity Above Ground 23.97 between nodes 97 and 425 Maximum Velocity Under Ground 12.35 between nodes 1 and 3 Volume capacity of Wet Pipes 1016.71 gal Volume capacity of Dry Pipes .. e4 v Node At �v, Hose Flow (gpm) Static (psi) , N, Residual @ Flow (psi) (gpm) ^ s�1 1a�a ki., ,,' `...... ab1'in.a...i. a\ia Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 250.00 134.00 20.00 I 4051.00 117.13 I 1442.10 83.73 33.40 a a 4ar Contractor Number 42 Contact Name JIM STEWART Contact Tide DESIGNER Contractor Name FIRE SYSTEMS WEST, INC. Phone (253) 833-1248 Extension 223 Address 1 219 FRONTAGE ROAD NORTH, SUITE B FAX (253) 735-0113 Address 2 E-mail jiMs@firesystemswest.com City PACIFIC State WA Zip Code 98047 Web -Site 61, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:06PM Paae 1 D aa,© M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:06PM Pae 2 Job Number: 2-11-9772 Report Description: Ordinary Group II Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 301 18.90 18.32 5.6 11.39 Sprinkler 302 18.94 18.32 5.6 11.44 Sprinkler 303 19.09 18.32 5.6 11.63 Sprinkler 222 19.41 18.32 5.6 12.01 Sprinkler 227 19.33 18.32 5.6 11.91 Sprinkler 228 18.81 18.32 5.6 11.28 Sprinkler 229 18.50 18.32 5.6 10.92 Sprinkler 230 18.36- 18.32 5.6 10.75 - Sprinkler 231 18.32 18.32 5.6 10.70 Sprinkler 305 18.96 18.32 5.6 11.46 Sprinkler 306 19.00 18.32 5.6 11.51 Sprinkler 307 19.15 18.32 5.6 11.69 Sprinkler 236 19.47 18.32 5.6 12.08 Sprinkler 237 19.39 18.32 5.6 11.98 Sprinkler 238 18.87 18.32 5.6 11.35 Sprinkler 239 18.56 18.32 5.6 10.98 Sprinkler 240 18.41 18.32 5.6 10.81 Sprinkler 241 18.37 18.32 5.6 10.76 Sprinkler 309 19.19 18.32 5.6 11.75 Sprinkler 310 19.23 18.32 5.6 11.80 Sprinkler 311 19.39 18.32 5.6 11.98 Sprinkler 246 19.71 18.32 5.6 12.38 Sprinkler 247 19.62 18.32 5.6 12.28 Sprinkler 248 19.10 18.32 5.6 11.63 Sprinkler 249 18.79 18.32 5.6 11.26 Sprinkler 250 18.64 18.32 5.6 11.08 Sprinkler 251 18.60 18.32 5.6 11.03 Sprinkler 313 19.78 18.32 5.6 12.47 Sprinkler 314 19.81 18.32 5.6 12.52 Sprinkler 315 19.94 18.32 5.6 12.67 Sprinkler 253 20.20 18.32 5.6 13.01 Sprinkler 254 20.11 18.32 5.6 12.90 Sprinkler 255 19.68 18.32 5.6 12.35 Sprinkler 256 19.42 18.32 5.6 12.03 Sprinkler 257 19.30 18.32 5.6 11.88 Sprinkler 316 19.26 18.32 5.6 11.83 Sprinkler 320 20.58 18.32 5.6 13.50 Sprinkler 321 20.61 18.32 5.6 13.55 Sprinkler 322 20.74 18.32 5.6 13.72 Sprinkler 323 21.01 18.32 5.6 14.08 Sprinkler 324 20.92 18.32 5.6 13.96 Sprinkler 325 20.47 18.32 5.6 13.36 _ Sprinkler 326 20.21 18.32 5.6 13.02 Sprinkler 327 20.08 18.32 5.6 12.86 Sprinkler 328 20.05 18.32 5.6 12.81 Sprinkler 424 58.08 18.32 8 52.71 Sprinkler 425 55.11 18.32 8 47.45 Sprinkler 426 52.66 18.32 8 43.32 Sprinkler 427 51.19 18.32 8 40.94 Sprinkler 428 50.49 18.32 8 39.83 Sprinkler 429 50.29 18.32 8 39.52 Most Demanding Sprinkler Data aa,© M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:06PM Pae 2 111 Job Number: 2-11-9772 Report Description: Ordinary Group 11 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 8 15-8 PO(11-9) 14.73 9 16-6 2T(7-91/2) 13.02 15 15-8 PO(7-9'/2) 60.33 25 15-8 PO(11-9) 14.82 23 16-6 2T(7-9%) 13.10 29 15-8 PO(7-91/2) 60.33 42 15-8 PO(11-9) 15.17 39 16-6 2T(7-91/2) 13.42 45 15-8 PO(7-9%2) 60.33 63 15-8 PO(11-9) 15.93 57 16-6 2T(7-9%2) -14.10 - 66 15-8 PO(7-91A) 60.33 85 15-8 PO(11-9) 17.20 73 16-6 2T(7-91/2) 15.26 86 15-8 PO(7-9%2) 60.33 97 16-6 2P0(7-9%2) 53.40 109 2-0 T(27-10'/2) 66.27 110 3-3 BV(11-11) 61.50 304 2-0 P0(27-10%) 66.25 308 3-3 BV(11-11) 65.06 3 0-0 80.11 299 2-0 BFP(-6.44) 78.39 301 16-6 Spr(-11.39) 11.39 18.90 302 16-6 Spr(-11.44) 11.44 18.94 303 16-6 Spr(-11.63) 11.63 19.09 222 16-6 Spr(-12.01) 12.01 19.41 227 16-6 Spr(-11.91) 11.91 19.33 228 16-6 Spr(-11.28) 11.28 18.81 229 16-6 Spr(-10.92) 10.92 18.50 230 16-6 Spr(-10.75) 10.75 18.36 231 16-6 Spr(-10.70) 10.70 18.32 305 16-6 Spr(-11.46) 11.46 18.96 306 16-6 Spr(-11.51) 11.51 19.00 307 16-6 Spr(-11.69) 11.69 19.15 236 16-6 Spr(-12.08) 12.08 19.47 237 16-6 Spr(-11.98) 11.98 19.39 238 16-6 Spr(-11.35) 11.35 18.87 239 16-6 Spr(-10.98) 10.98 18.56 240 16-6 Spr(-10.81) 10.81 18.41 241 16-6 Spr(-10.76) 10.76 18.37 309 16-6 Spr(-11.75) 11.75 19.19 310 16-6 Spr(-11.80) 11.80 19.23 311 16-6 Spr(-11.98) 11.98 19.39 246 16-6 Spr(-12.38) 12.38 19.71 247 16-6 Spr(-12.28) 12.28 19.62 248 16-6 Spr(-11.63) 11.63 19.10 249 16-6 Spr(-11.26) 11.26 18.79 250 16-6 Spr(-11.08) 11.08 18.64 251 16-6 Spr(-11.03) 11.03 18.60 313 16-6 Spr(-12.47) 12.47 19.78 314 16-6 Spr(-12.52) 12.52 19.81 315 16-6 Spr(-12.67) 12.67 19.94 253 16-6 Spr(-13.01) 13.01 20.20 254 16-6 Spr(-12.90) 12.90 20.11 255 16-6 Spr(-12.35) 12.35 19.68 256 16-6 Spr(-12.03) 12.03 19.42 257 16-6 Spr(-11.88) 11.88 19.30 316 16-6 Spr(-11.83) 11.83 19.26 320 16-6 Spr(-13.50) 13.50 20.58 321 16-6 Spr(-13.55) 13.55 20.61 322 16-6 Spr(-13.72) 13.72 20.74 323 16-6 Spr(-14.08) 14.08 21.01 324 16-6 Spr(-13.96) 13.96 20.92 325 16-6 Spr(-13.36) 13.36 20.47 326 16-6 Spr(-13.02) 13.02 20.21 327 16-6 Spr(-12.86) 12.86 20.08 328 16-6 Spr(-12.81) 12.81 20.05 424 16-6 Spr(-52.71) 52.71 58.08 425 16-6 Spr(-47.45) 47.45 55.11 426 16-6 Spr(-43.32) 43.32 52.66 427 16-6 Spr(-40.94) 40.94 51.19 428 16-6 Spr(-39.83) 39.83 50.49 429 16-6 Spr(-39.52) 39.52 50.29 1 -3-0 S 83.73 1192.10 (M, © M.E.P.CAD. Inc. 99 AutoSPRINK® VR5 v5.1.32 06/06/2007 1.91 •r17PM Pam. 899 Job Number: 2-11-9772 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings v Route 1 BL 2.1040 0=18.32 1.69 C=100 0.005227 9-1 Pf 0.05 231 16-6 q=18.32 K=5.6 10.70 Spr(-10.70) Pe 230 16-6 10.75 9-1 Pv BL 2.1040 Q=36.68 3.38 C=100 0.018881 9-1 Pf 0.17 230 16-6 q=18.36 K=5.6 10.75 Spr(-10.75) Pe 229 16-6 10.92 9-1 Pv BL 2.1040 0=55.18 5.09 C=100 0.040199 9-1 Pf 0.37 229 16-6 q=18.50 K=5.6 10.92 Spr(-10.92) - Pe 228 16-6 11.28 9-1 Pv BL 2.1040 0=73.99 6.83 C=100 0.069168 9-1 Pf 0.63 228 16-6 q=18.81 K=5.6 11.28 Spr(-11.28) Pe 227 16-6 11.91 9-1 Pv BL 2.1040 0=93.32 8.61 C=100 0.106259 2-8 Pf 1.11 227 16-6 q=19.33 K=5.6 11.91 Spr(-11.91) 7-91/2 Pe 9 16-6 13.02 T(7-9%) 10-5%2 Pv RN 2.6350 0=169.67 9.98 C=100 0.107325 0-10 Pf 1.35 9 16-6 13.02 11-9 Pe 0.36 8 15-8 14.73 PO(11-9) 12-7 Pv CM 4.3100 0=169.67 3.73 C=100 0.009772 8-8 Pf 0.08 8 15-8 14.73 Pe -0.00 25 15-8 14.82 8-8 Pv CM 4.3100 0=339.85 7.47 C=100 0.035327 10-0 Pf 0.35 25 15-8 14.82 Pe -0.00 42 15-8 15.17 10-0 Pv CM 4.3100 0=512.12 11.26 C=100 0.075435 10-1 Pf 0.76 42 15-8 15.17 Pe 63 15-8 15.93 10-1 Pv CM 4.3100 Q=689.62 15.17 C=100 0.130815 9-8 Pf 1.26 63 15-8 15.93 Pe 85 15-8 17.20 9-8 Pv CM 4.3100 0=874.29 19.23 C=100 0.202907 142-1% Pf 38.92 85 15-8 17.20 49-8 Pe 5.38 110 3-3 61.50 3LtE(5-11%), 2E(9-11), DeIV, 191-10 Pv BV(11-11) CM 4.3100 0=874.29 19.23 C=120 0.144814 1-3 Pf 4.22 110 3-3 61.50 27-1034 Pe 0.55 109 2-0 66.27 T(27-10%) 29-114 Pv CM 6.4030 0=1192.10 11.88 C=120 0.037389 37-6 Pf 12.12 109 2-0 66.27 114-7 Pe 299 2-0 78.39 2E(18-3), 2T(39-1), BFP(-6.44) 152-1 Pv CM 6.3570 Q=1192.10 12.05 C=120 0.038725 4-6 Pf 0.86 299 2-0 78.39 17-7 Pe 0.87 3 0-0 80.11 E(17-7) 22-1 Pv UG 6.2800 0=1192.10 12.35 C=140 0.030897 53-0 Pf 2.32 3 0-0 80.11 22-1 Pe 1.30 1 -3-0 83.73 E(22-1), S 75-1 Pv v Route 2 BL 2.1040 Q=18.37 1.70 C=100 0.005256 9-1 Pf 0.05 241 16-6 q=18.37 K=5.6 10.76 Spr(-10.76) Pe 240 16-6 10.81 9-1 Pv BL 2.1040 0=36.79 3.39 C=100 0.018986 9-1 Pf 0.17 240 16-6 q=18.41 K=5.6 10.81 Spr(-10.81) Pe 239 16-6 10.98 9-1 Pv BL 2.1040 0=55.35 5.11 C=100 0.040423 9-1 Pf 0.37 239 16-6 q=18.56 K=5.6 10.98 Spr(-10.98) Pe 238 16-6 11.35 9-1 Pv BL 2.1040 0=74.21 6.85 C=100 0.069552 9-1 Pf 0.63 238 16-6 q=18.87 K=5.6 11.35 Spr(-11.35) Pe 237 16-6 11.98 9-1 Pv BL 2.1040 0=93.60 8.64 C=100 0.106848 2-8 Pf 1.12 237 16-6 q=19.39 K=5.6 11.98 Spr(-11.98) 7-91/2 Pe 23 16-6 13.10 T(7-9%) 10-514 Pv RN 2.6350 0=170.18 10.01 C=100 0.107919 0-10 Pf 1.36 23 16-6 13.10 11-9 Pe 0.36 25 15-8 14.82 P0(11-9) 12-7 Pv Gill Route 3 BL 2.1040 Q=18.60 1.72 C=100 0.005377 9-1 Pf 0.05 251 16-6 q=18.60 K=5.6 11.03 Spr(-11.03) Pe 250 16-6 11.08 9-1 Pv BL 2.1040 Q=37.24 3.44 C=100 0.019424 9-1 Pf 0.18 250 16-6 q=18.64 K=5.6 11.08 Spr(-11.08) Pe 249 16-6 11.26 9-1 Pv (M.@ M.E.P.CAD. Inc. AutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:07PM Paae 4 • ,� • Job Number. 2-11-9772 Report Description: Ordinary Group 11 Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream Eq. Length Total Length Summary BL 2.1040 0=56.03 5.17 C=100 0.041354 9-1 Pf 0.38 249 16-6 q=18.79 K=5.6 11.26 Spr(-11.26) 248 16-6 11.63 9-1 Pe Pv BL 2.1040 0=75.13 6.93 C=100 0.071152 9-1 Pf 0.65 248 16-6 q=19.10 K=5.6 11.63 Spr(-11.63) 247 16-6 12.28 9-1 Pe Pv BL 2.1040 0=94.76 8.74 C=100 0.109303 2-8 Pf 1.14 247 16-6 q=19.62 K=5.6 12.28 Spr(-12.28)_ 39 16-6 13.42 T(7-9%) 7-9% 1.0-51/2 Pe Pv RN 2.6350 Q=172.28 10.14 C=100 0.110396 0-10 Pf 1.39 39 16-6 13.42 42 15-8 15.17 P0(11-9) 11-9 12-7 Pe 0.36 Pv o Route 4 BL 2.1040 0=18.90 1.74 C=100 0.005539 9-1 Pf 0.05 301 16-6 q=18.90 K=5.6 11.39 Spr(-11.39) 302 16-6 11.44 9-1 Pe Pv BL 2.1040 0=37.85 3.49 C=100 0.020010 9-1 Pf 0.18 302 16-6 q=18.94 K=5.6 11.44 Spr(-11.44) 303 16-6 11.63 9-1 Pe Pv BL 2.1040 0=56.94 5.25 C=100 0.042601 9-1 Pf 0.39 303 16-6 q=19.09 K=5.6 11.63 Spr(-11.63) 222 16-6 12.01 9-1 Pe Pv BL 2.1040 0=76.35 7.05 C=100 0.073297 6-0 Pf 1.01 222 16-6 q=19.41 K=5.6 12.01 Spr(-12.01) 9 16-6 13.02 T(7-9%) 7-9% 13-9%2 Pe Pv Gill Route 5 BL 2.1040 0=18.96 1.75 C=100 0.005570 9-1 Pf 0.05 305 16-6 q=18.96 K=5.6 11.46 Spr(-11.46) 306 16-6 11.51 9-1 Pe Pv BL 2.1040 0=37.96 3.50 C=100 0.020120 9-1 Pf 0.18 306 16-6 q=19.00 K=5.6 11.51 Spr(-11.51) 307 16-6 11.69 9-1 Pe Pv BL 2.1040 0=57.11 5.27 C=100 0.042837 9-1 Pf 0.39 307 16-6 q=19.15 K=5.6 11.69 Spr(-11.69) 236 16-6 12.08 9-1 Pe Pv BL 2.1040 Q=76.58 7.07 C=100 0.073702 6-0 Pf 1.02 236 16-6 q=19.47 K=5.6 12.08 Spr(-12.08) 23 16-6 13.10 T(7-9%) 7-91/2 13-9%2 Pe Pv Gill Route 6 BL 2.1040 0=19.19 1.77 C=100 0.005698 9-1 Pf 0.05 309 16-6 q=19.19 K=5.6 11.75 Spr(-11.75) 310 16-6 11.80 9-1 Pe Pv BL 2.1040 0=38.43 3.55 C=100 0.020582 9-1 Pf 0.19 310 16-6 q=19.23 K=5.6 11.80 Spr(-11.80) 311 16-6 11.98 9-1 Pe Pv BL 2.1040 0=57.81 5.33 C=100 0.043819 9-1 Pf 0.40 311 16-6 q=19.39 K=5.6 11.98 Spr(-11.98) 246 16-6 12.38 9-1 Pe Pv BL 2.1040 0=77.52 7.15 C=100 0.075391 6-0 Pf 1.04 246 16-6 q=19.71 K=5.6 12.38 Spr(-12.38) 39 16-6 13.42 T(7-9%) 7-9% 13-9%2 Pe Pv Route 7 BL 2.2030 0=19.26 1.62 C=100 0.004586 9-1 Pf 0.04 316 16-6 q=19.26 K=5.6 11.83 Spr(-11.83) 257 16-6 11.88 9-1 Pe Pv BL 2.2030 0=38.56 3.25 C=100 0.016560 9-1 Pf 0.15 257 16-6 q=19.30 K=5.6 11.88 Spr(-11.88) 256 16-6 12.03 9-1 Pe Pv BL 2.2030 0=57.98 4.88 C=100 0.035218 9-1 Pf 0.32 256 16-6 q=19.42 K=5.6 12.03 Spr(-12.03) 255 16-6 12.35 9-1 Pe Pv BL 2.2030 0=77.66 6.54 C=100 0.060467 9-1 Pf 0.55 255 16-6 q=19.68 K=5.6 12.35 Spr(-12.35) 254 16-6 12.90 9-1 Pe Pv BL 2.1040 Q=97.77 9.02 C=100 0.115818 2-8 Pf 1.21 254 16-6 q=20.11 K=5.6 12.90 Spr(-12.90) 57 16-6 14.10 T(7-9%) 7-9%2 10-5V2 Pe Pv RN 2.6350 0=177.50 10.44 C=100 0.116663 0-10 Pf 1.47 57 16-6 14.10 63 15-8 15.93 P0(11-9) 11-9 12-7 Pe 0.36 Pv igai Route 8 ...�........_ 6. t AA C n n n n 2 9itl11 .. .....................-- v 2r•. . . _#I , II%. Vb.1. 06/06/2007 1:21:07PM Pana 5 �M> © M.E.P.CAD, Inc. YAutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:07PM Pane 6 Job Number: 2-11-9772 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream BL 2.2030 Q=19.78 1.66 C=100 0.004815 9-1 9-1 Pf 0.04 Pe Pv 313 16-6 q=19.78 K=5.6 12.47 Spr(-12.47) 314 16-6 12.52 BL 2.2030 0=39.59 3.33 C=100 0.017386 9-1 9-1 Pf 0.16 Pe Pv 314 16-6 q=19.81 K=5.6 12.52 Spr(-12.52) 315 16-6 12.67 BL 2.2030 Q=59.53 5.01 C=100 0.036973 9-1 9-1 Pf 0.34 Pe Pv 315 16-6 q=19.94 K=5.6 12.67 Spr(-12.67) 253 16-6 - 13.01 BL 2.1040 Q=79.73 7.36 C=100 0.079409 6-0 7-9'/2 13-9% Pf 1.09 Pe Pv 253 16-6 q=20.20 K=5.6 13.01 Spr(-13.01) 57 16-6 14.10 T(7-9%) Go Route 9 BL 2.2030 0=20.05 1.69 C=100 0.004936 9-1 9-1 Pf 0.04 Pe Pv 328 16-6 q=20.05 K=5.6 12.81 Spr(-12.81) 327 16-6 12.86 BL 2.2030 0=40.13 3.38 C=100 0.017824 9-1 9-1 Pf 0.16 Pe Pv 327 16-6 q=20.08 K=5.6 12.86 Spr(-12.86) 326 16-6 13.02 BL 2.2030 Q=60.33 5.08 C=100 0.037905 9-1 9-1 Pf 0.34 Pe Pv 326 16-6 q=20.21 K=5.6 13.02 Spr(-13.02) 325 16-6 13.36 BL 2.2030 0=80.81 6.80 C=100 0.065078 9-1 9-1 Pf 0.59 Pe Pv 325 16-6 q=20.47 K=5.6 13.36 Spr(-13.36) 324 16-6 13.96 BL 2.1040 0=101.73 9.39 C=100 0.124642 2-8 7-91/2 10-5% Pf 1.30 Pe Pv 324 16-6 q=20.92 K=5.6 13.96 Spr(-13.96) 73 16-6 15.26 T(7-9%) RN 2.6350 0=184.67 10.87 C=100 0.125540 0-10 11-9 12-7 Pf 1.58 Pe 0.36 Pv 73 16-6 15.26 85 15-8 17.20 P0(11-9) v Route 10 BL 2.2030 0=20.58 1.73 C=100 0.005181 9-1 9-1 Pf 0.05 Pe Pv 320 16-6 q=20.58 K=5.6 13.50 Spr(-13.50) 321 16-6 13.55 BL 2.2030 0=41.19 3.47 C=100 0.018708 9-1 9-1 Pf 0.17 Pe Pv 321 16-6 q=20.61 K=5.6 13.55 Spr(-13.55) 322 16-6 13.72 BL 2.2030 0=61.93 5.21 C=100 0.039784 9-1 9-1 Pf 0.36 Pe Pv 322 16-6 q=20.74 K=5.6 13.72 Spr(-13.72) 323 16-6 14.08 BL 2.1040 0=82.95 7.65 C=100 0.085443 6-0 7-9'h 13-9%2 Pf 1.18 Pe Pv 323 16-6 q=21.01 K=5.6 14.08 Spr(-14.08) 73 16-6 15.26 T(7-9%) we Route 11 BL 2.1040 0=50.29 4.64 C=100 0.033861 9-1 9-1 Pf 0.31 Pe Pv 429 16-6 q=50.29 K=8 39.52 Spr(-39.52) 428 16-6 39.83 BL 2.1040 0=100.78 9.30 C=100 0.122508 - 9-1 9-1 Pf 1.11 Pe Pv 428 16-6 q=50.49 K=8 39.83 Spr(-39.83) 427 16-6 40.94 BL 2.1040 0=151.97 14.02 C=100 0.261916 9-1 9-1 Pf 2.38 Pe Pv 427 16-6 q=51.19 K=8 40.94 Spr(-40.94) 426 16-6 43.32 BL 2.1040 0=204.63 18.88 C=100 0.454134 9-1 9-1 Pf 4.13 Pe Pv 426 16-6 q=52.66 K=8 43.32 Spr(-43.32) 425 16-6 47.45 BL 2.1040 0=259.73 23.97 C=100 0.705953 0-8 7-9%2 8-5%2 Pf 5.96 Pe Pv 425 16-6 q=55.11 K=8 47.45 Spr(-47.45) 97 16-6 53.40 PO(7-9%) CM 4.3100 0=317.81 6.99 C=100 0.031207 145-9%2 43-8% 189-6 Pf 5.91 Pe 5.74 Pv 97 16-6 53.40 308 3-3 65.06 2LtE(5-11%), 2E(9-11), DeIV, BV(11-11) CM 4.3100 Q=317.81 6.99 C=120 0.022272 1-3 27-10%2 29-1% Pf 0.65 Pe 0.55 Pv 308 3-3 65.06 304 2-0 66.25 PO(27-10%) CM 6.4030 0=317.81 3.17 C=120 0.003240 3-6 3-6 Pf 0.01 Pe Pv 304 2-0 66.25 109 2-0 66.27 Gil Route 12 �M> © M.E.P.CAD, Inc. YAutoSPRINK® VR5 v5.1.32 06/06/2007 1:21:07PM Pane 6 lig Job Number: 2-11-9772 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings BL 424 97 2.1040 16-6 16-6 Q=58.08 5.36 q=58.08 K=8 C=100 52.71 53.40 0.044193 Spr(-52.71) PO(7-9%) Length Eq. Length Total Length Pressure Summary 8-0 7-9/2 15-9% Pf 0.70 Pe Pv Valves Fi .1 Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter 4.87 = Factor ue Value Of C Multiplying Factor 100 130 140 150 0.713 1.16 1.33 1.51 AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psiFoot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b BaIV BFP BV C Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 111/4° Elbow Ee2 22W Elbow f Flow Device FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap (M. © M.E.P.CAD. Inc. AutoSPRINKO VR5 v5.1.32 nR/nR/9nn7 1.91 •n7PM Pano 7 .E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 nR/nR/9nn7 1.91 •nRPM \a °* ��� ��a�. Job Number: 2-11-9772 i Report Description: Ordinary Group II Supply at Node 1 150 135 Static Pressure 134.00 120 105 90 N is 1192.10 .1442.10 @ 83.73 with hose streams J75 60 45 30 System demand curve 15 4051.00 @ 20.00 0 1111111111111111111111111 1111111111111111 111111111 1111111/1 111111111 1111111 1 0450 900 1350 1800 2250 2700 3150 3600 4050 4800 Water flow, gpm Hydraulic Graph Supply at Node 1 Stalk Pressure 134.00 Residual Pressure 4051.00 @ 20.00 Available PressureTime of Test 117.13 @ 1442.10 System Demand 1192.10 @ 83.73 System Demand (Including Hose Allowance) 1442.10 @ 83.73 .E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 nR/nR/9nn7 1.91 •nRPM FILE einstry Co. February 26th, 2007 Tukwila Fire Dept 444 Andover Park East Tukwila, WA 98188 RE: Sabey Data Center Generator Room 3355 S 120th PI Tukwila, WA 98168 func.WILA FIRE DEPARTMENT Please call: 575-4402 and give this job (). 07 - S -o ss� :xac4t 1dress for stiut% 'n or restoration approval We have been asked by Sabey to change out 18ea 165 degree fire sprinkler heads in the Generator Room to 286 deg fire sprinkler heads due to the heat off the Generators. The coverage in the room will be unaffected and provide complete coverage. • Please issue a shutdown number to allow us to perform this work. Response can be faxed to me at 206-763-5407. Please contact me at 206-832- 8151 with questions. We appreciate you assistance in this matter. Thank you Lynne Stimson Fire Sprinkler Service Mgr/Coordinator McKinstry Company 5005 Third Ave S., Seattle, WA 98134 Ph: (206) 762-3311 Fax: (206) 767-9796 L 2" FUEL OIL VENT—ii PIPING TO TERMINATE ABOVE ROOff PARAPET 2" RJEL OIL VENT—Iii PIPING TO TERMINATE ABOVE ROOF PARAPET (2) FOS DAY TANK 2500KVA XFMR (2) I" FOR 6004 26.4KV WV SWITCH (2) I" FOG SERVICE suaD DAY TANK "2 (2) 1-i"FUEL OIL SUFIPLY*(2) 1-i"FUE RETURN (2) I" FOB (FUTURE) 2500KVA XFMR "I AY TANK "3 (FUTURE) (2)1" FOR (FUTURE) U55-2 (FUTURE) beNOTI 26.4KV 1 WV 1 SLUITCI-11 —J FUEL OIL PIPING UPTO CEILING EXISTING MA CONNECT NE PIPING TO E 1E14'1N:111M GEN. PAR4LLELING SILGR ATS "3 1.11/ BYPASS :=2;2.4244;:i242aai2;:s:•24:4•2a4.4444":4•24i2V4,42:2;2•0241t2414XWM REFER TO ARC(-IITECTUAL DWG& FOR MORE INFO 7 6 HOLE AND FOR TING- PIPING (FRONT) (FF (FRONT) CONTINUED REFER TO ARC)-IITECTUAL DE5 FOR MORE INFO PINT A - A (2) 1 -FUEL OIL SUPPLY(2) I -I"FUEL OIL RETURN NEW 114N(-10LE -El REFER TO DETAIL ON DRAWING M-09 FOR FUEL OIL PIPE CONFIGURATION EXISTING MANHOLE CONTAINMENT FOR NEW UTILIDOR CONNECT NEW ros AND FOR (COORDINATE WITH ALL TIRADES) PIPING TO EXISTING PIPING (2) I-i"FUEL OIL SUPPLY(2) 1-i"FUEL OIL RETURN (2) 1-i"FUEL SUPPLY(2) RETURN A A CONTINUED A 01 5 - FUEL OIL PIPING PLAN SCALE ARCHITECT: CORTLAND MORGAN, ARCHITECT, AIA 711 N. Fielder Road Arlington, Texas 76012 PHONE. 1817) 636-5696, FAX. (817) 636-5699 ENGINEER: THE PURDY CONSULTANTS 14850 Montfort Drive Suite 250 Dallas, Texas 75254 PROJECT COORDINATOR: HIGHLAND ASSOCIATES 228 East 45th Street New York, NY 10017 (212) 681-0200 (212) 681-0201 - fax www.hIghlandassorlates.com New York • New Jersey • Pennsylvania KEY PLAN: AREA OF WORK rJ • 1 ISSUED FOR FILING 3-1-07 NO, DESCRIPTION DATE SEAL: PROJECT: lap INTERNAP* 3355 South 120th Place Tukwila, WA 98168 PROJECT 60. 2007-072P DATE 03/01/07 DRAWN BY NHS CHECKED BY DP SCALE AS NOTED SHEET TITLE MECHANICAL FUEL OIL PIPING PLAN SHEET NO. M-6 PROVIDENCE SUITS T.I. SABEY DATA C•EXTER VESDA SYSTEM SYMBOL LEGEM 3355 SOUTH 120TH PLACE, TUKWILA, WA 98168 DESCRIPTIOn OF WORK: GENERAL NOTES: SYMBOL QTY DESCRIPTION MODEL # BACK BOX / DIMENSIONS SYNC. MULTI -CANDELA SPEAKER/STROBE G4-S7VM (WHITE) G4R-S7VM (RED) 4" SO, 2.125" DEEP BY EC SYNC. WEATHERPROOF SPEAKER/STROBE 757 -7A -RS (15cd) 757 -8A -SS (110cd) 757A -WB SYNC. MULTI -CANDELA HORN/STROBE G1-HDVM (WHITE) G1 R-HDVM (RED) SINGLE -GANG, BY E.C. SYNC. WEATHERPROOF HORN/STROBE 757 -7A -T (15/75cd) 757 -8A -T (110cd) 757A -WB SPEAKER G4 -S7 (WHITE) G4R-S7 (RED) 4" SQ, 2.125" DEEP BY EC HORN G1 -HD (WHITE) ' G1R-HD (RED) SINGLE -GANG, BY E.C. WEATHERPROOF 10" BELL 439D-1 OAR #449 SYNC: MULTI -CANDELA STROBE G1 -VM (WHITE) G1R-VM (RED) SINGLE -GANG, BY E.C. SYNC. WEATHERPROOF STROBE CS405-7A-T (15/75cd) CS405-8A-T (110cd) #449 SYNC. MULTI -CANDELA CEIUNG SPEAKER/STROBE GC-S2VM (WHITE) GCF-S2VM ("FIRE") " SQ, 2.125" DEEP BY EC SYNC. MULTI -CANDELA CEIUNG HORN/STROBE GC-HDVM (WHITE) GCF-HDVM ("FIRE") 4" SQ, 2.125' DEEP BY EC SYNC. MULTI -CANDELA CEIUNG STROBE GC -VM (W/0 "FIRE") GCF-VM (W/ "FIRE") 4" SQ, 2.125" DEEP BY EC CEIUNG SPEAKER GC -S7 (WHITE) GCF-S7 ("FIRE") 4" SQ, 2.125" DEEP 8Y EC MANUAL PULL STATION - ADDRESSABLE SIGA-278 SINGLE -GANG, BY E.C. INSTALLATION OF THREE (3) VESDA LASER COMPACTDETECTORS IN THE NEW PROVIDENCE DATA CENTER ROOM. THESE DETECTORS WILL BE INSTALLED IN THE SUPPLY AND RETURN DUCTS, AND WILL BE USED FOR EARLY WARNING TO SABEY ONLY - THEY WILL NOT BE USED FOR PA DETECTION OR RELEASE. EACH DETECTOR WILL BE PROVIDED WITH THREE DRY CONTACTS FOR LINKING TO SABEYS BUILDING AUTOMATION SYSTEM FOR OFF SITE PAGING. CONTACTS WILL INCLUDE PRE -ALARM, ALARM, AND TROUBLE. AT TUKWILA FIRE DEPARTMENTS REQUEST, WE WILL CONNECT THE "ALARM" CONTACT ONLY TO THE HOUSE FIRE ALARM PANEL. SUPPRESSION ABORT STATION RELA-ABT SINGLE -GANG BY E.C. SUPPRESSION RELEASE STATION 278A -REL SINGLE -GANG BY E.C. SMOKE DETECTOR - ADDRESSABLE SIGA-PS 4-0, BY E.C. SMOKE DETECTOR W/ SOUNDER BASE - ADDRESSABLE SIGA-PS W/SIGA-AB4G (SOUNDER BASE) 4" SQ, 2.125" DEEP BY EC SMOKE DETECTOR W/ RELAY BASE- ADDRESSABLE SIGA-PS W/SIGA-RB (RELAY BASE) 4-0, BY E.C. 4D MULTISENSOR SMOKE DETECTOR - ADDRESSABLE SIGA-PS 4-0, BY E.C. SMOKE DETECTOR - CONVENTIONAL BY OTHERS BY OTHERS OPTICAL BEAM SMOKE DETECTOR - FIRERAY 2000 22310-18-01 (CONTROLLER) 23901-00 (BEAM DETECTOR) HEAT DETECTOR FT/ROR - ADDRESSABLE SIGA-HRS 4-0, BY E.C. HEAT DETECTOR - CONVENTIONAL BY OTHERS BY OTHERS 135'FT HEAT DETECTOR - CONVENTIONAL 283B -PL 4-0, BY E.C. DUCT SMOKE DETECTOR - ADDRESSABLE SIGA-SD SELF-CONTAINED REMOTE LED SIGA-LED 4-S, 2" DEEP, BY E.C. WATERFLOW SWITCH BY OTHERS BY OTHERS TAMPER SWITCH BY OTHERS BY OTHERS POST INDICATOR VALVE BY OTHERS BY OTHERS CI HIGH/LOW AIR BY OTHERS 6Y OTHERS PRESSURE SWITCH 10170089 SELF-CONTAINED LOW PRESSURE SWITCH BY OTHERS BY OTHERS. SOLENOID VALVE BY OTHERS BY OTHERS IRELI SOLENOID RELEASE MODULE SIGA-REL MFC -A, 8" X 14" X 3.5" SERVICE DISCONNECT RELA-SRV 4" SQ, 2.125" DEEP BY E.C. W/ COVER EEO SUPPRESSION RELEASE EOL RELAY RELA-EOL 4" SQ, 2.125" DEEP BY E.C. W/ COVER FIRE PUMP BY OTHERS BY OTHERS HEAT TRACE BY OTHERS BY OTHERS KITCHEN H000 BY OTHERS BY OTHERS SMOKE/FIRE DAMPERS BY OTHERS BY OTHERS FIRE FIGHTER'S TELEPHONE JACK 6833-1 FLUSH OR SURFACE MOUNT DOOR HOLDERS 1504 -AQ FLUSH WALL MOUNTED SIGNAL MODULES SIGA-CC1 TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCC1 (UI0 MOUNT) DI El SYNCHRONIZATION OUTPUT MODULES SIGA-CC1 S TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCC1 S (U10 MOUNT) SYNCHRONIZED MODULE G1M PIGGY BACK CTt SINGLE -INPUT MODULE SIGA-CTI SINGLE -GANG, 2.5" DEEP BY E.C. W/ COVER DUAL -INPUT MODULE SIGA-CT2 SINGLE -GANG, 2.5" DEEP BY E.C. W/ COVER CONTROL RELAY SIGA-CR TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCR (U10 MOUNT) REMOTE RELAY MR -101/201 SELF-CONTAINED EOL OF UNE RELAY PAM -1 SELF-CONTAINED QUICKSTART LCD ANNUNCIATOR QSA-1-S 14.25"L X 7.6"H X''2.9"D 13LCDI LCD ANNUNCIATOR 3-LCDANN 14.48"L X 12.1"H X ` 2.75"D BUILDING AUTOMATION SYSTEMS BY OTHERS BY OTHERS NAC (BPS) POWER EXTENDER PANEL BPS -6 13"L X 1711 X 3.375"D BAULKY CABINET BC -1 14" X 18.5" , X 7" FIRE ALARM CONTROL PANEL EST -3 14"L X 22.37"H X 3.86"D FIRE ALARM CONTROL PANEL QS1 14.25"L X 18"H X 2.68"D SUPPRESSION CONTROL PANEL EST QS1-1-G-1 14.25"L X 18"H X 2.68"D 3 VESDA LASER COMPACT PANEL s VESDA LASER PLUS PANEL IvsoI VESDA DISPLAY PANEL 1 FATC 1 FIRE ALARM TERMINAL CABINET BY OTHERS BY OTHERS ELECTRICAL JUNCTION BOX BY OTHERS BY OTHERS 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE 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, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS 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 ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21).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 OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. MOUNTING HEIGHTS CEILING IV////////////7//////////// 24" MIN ACCESSIBLE BEDROOM STROBE • t A/C SUPPLY DIFFUSER I-- 3' (MIN) -I c 7 /77/ /////l///,1///.\\\ /// CEILING MOUNTED -SMOKE/HEAT DETECTOR ® \ AUDIO/VISUAL FIRE & VISUAL ONLY SYNCHRONIZED MORE THAN TWO VISUAL APPLIANCES IN ANY FIELD OF VIEW. 80' MIN 96" MAX DEVICES MAGNETIC DOOR HOLDER 011, • 0 • FLUORESCENT LIGHT NOTE: DIMENSIONS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR 4" ////////// ////<///// <//%W((/ 3' I 1 PERMITTED HERE DOOR WIDTH LESS 3" NOT PERMITTED HERE 6" - FIRE PHONE JACK MANUAL PULL STATION PERMITTED HERE 12" MAX / 48" MAX (ADA) 42"MIN/54" MAX (NFPA) FINISHED FLOOR / 1//////////////////iii//hitt///////ilii//////////////////////////////////////////// DEVICES SHOWN DEPICT DEVICE TYPES ONLY. WIRE CODE ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVENT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: * LABEL ALL ZONE WIRES WITH ZONE NUMBER TAG AND DESCRIPTION. * LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. * LABEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. * VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. * VERIFY WITH OWNER AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. Letter Qty Open Wiring Cable Type Conduit Wiring Cable Type Size Function ,A 1 Pair FPL(P) Red/BIk Black/Orange TFN 16 Zone B 2 Pair FPL(P) Red/BIk Black/Orange TFN 16 Zone Loop C 1 Pair FPL(P) Red/Blk Red/Blue THHN 14 Horn / Strobe u 2 Pair FPL(P) Red/Blk Red/Blue HN 14 Horn / Strobe Loop 1 Pair FPL(P) Red/Blk Brown/Yellow THHN 14 Door Control F •G 1 Pair FPL(P) Red/BIk Orange THHN 14 Fan Shutdown H 1 Pair 1 Pair Twisted FPL(P) Red/BIk FPL(P) Red/Blk Twisted Pair Red/Black THHN 18 14 LCD Annunciator Sc 24VDC Power I 1 Pair Twisted FPL(P) Red/BIk Twisted/Shielded Pair 16 Audio Riser Fire Phone Riser J 1 Pair Twisted FPL(P) Red/BIk Twisted 16 Speaker K 2 Pair Twisted FPL(P) Red/BIk Twisted 16 Speaker Loop L 1 Pair FPL(P) Red/BIk Yellow THHN 14 Elevator Control M N 1 Pair Twisted FPL(P) Red/BIk Twister Pair 16 Network Communication 0 P . 1 Pair FPL(P) Red/BIk Red/Black THHN 14 24VDC Power Q R 1 Pair 1 Pair FPL(P) Red/BIk FPL(P) Red/BIk Blue/White TFN Pink TFN 16 16 Remote LED Remote LED w/ Test S 1 Pair Twisted FPL(P) Red/BIk Red/Yellow 16 Signature Data Line T U 1 Pair FPL(P) Red/BIk Red/Black THHN 14 Suppresion Solenoid V 1 Pair FPL(P) Red/BIk Black/Yellow TFN 16 Vesda Power • W 1 Pair FPL(P) Red/BIk 18 Vesda Relays X 1 62.5/125 Multimode 62.5/125 Multimode Fiber Network Communication Y Z 1 Pair FPL(P) Red/Blk Purple/White THHN 14 Smoke/Fire Dampers DRAWING INDEX SHEET NO. INCLUDED IN THIS PROJECT SHEET'1'1'1LE • FP -0-1 FA -1-2 FA -5-1 FA -4-1 FA -7-1 TITLE, INDEX, LEGEND SHEET 2ND FLOOR PLANS VESDA SYSTEMS DETAIL DRAWINGS CALCULATIONS 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. IMPORTANT OTECE 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 advanczuinAID of the date you want an inspection. i fir; 1 5 2008 Fire 41 2-VJ "7 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the usive operty ConvergintTechnologies LLC and shall be handled asproprietry and confidential information an d must beexclreturnedprupon reqofauest. This documentTechcannot be reproduced by any means without the written authorization of Convergint Technologies LLC. T•' y v II �7��-a�: tlra sbnc istanz7.ards b ald n, a Addillens i re.ubm1Z a Finalcc,,,pt if Ta Date: TEIKWILA Please and No. „ a . _._ _ `. ..>_ fR•±, _ P dti ill'._ :oii,11-ent5 �� 1 .tJl �I I I { red Lotter p<a:�s �;:a;:� _..-..-. �., ;!� ,�:� t";,a 3Ci1a ri B:tr.:au e •r ce `::t:`'1 r:j .. .cp !: -. . `f, errors :r�;s .,A:�.,zer:� �. . � „ ,,> c.. and _ 1 r ,.,ot cy Ofe.., i 1.., .L:: ;i; t ,_.i d€;:•,;S Dr . z �o,; - ,':1--•`-'r-• elf al of I vyls€gid ,'it M tg tor subsequent r e is subject to field test and Tukwila FI.a Prevention Bureau. /0 -.1.1 -0 2 By: /-"1".. - Tu��u►la Fire Current city and • crF a�opted D' ip• =or the 1;ler, ; ,-i; ;gs arter L approval. inspection b% t DATE: "r (( -- FIRE DEPARTMEM call: 575-4407 give this job 02-F-` 9-7 5((.�.� •) Ci rc,., '� �►'`a4►�crS, and exact address for shut• clown or restoration approves -6,o6soi./ VAI, NF PA- 7).i 5euf,0- --- Tr,, lit I ( lolr fCo &evade. 6v% dteo[ j�ul --- ?,ny1c.0 . oltri-• 60i ii REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 301 -FN -8387 SCALE: NTS DATE: PROVIDENCE SUITE T.I. @ SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 TITLE, INDEX, LEGEND SHEET VESDA SYSTEM DRAWING: FA -0-1 (-1 g ❑ 1 ❑ SCOPE OF WORK CAP FOR FU (PROVIDENCE SUITE T.I. ;JRE P3W vLc1 I/O MODULE (BY OTHERS) I/O MODULE (BY OTHERS) ❑ r L W VLC2 ; VLC3j P3W 3W� i ' TO BUILDING FACP L FROM BUILDING FACW (ALARM) P3W ■ NAC2 ,40 BUILDING AUTOMATION SYSTEMS—(B' OTHERS) 1 1 1 g OC BREAK/LOCKED MGR. CUBE CR. C,BE u L SM. CON F. BUS LD ROOM 404 • :at LARGE CO\F. D 18' - 2\D FLOO PLAN POVIDE\CE SUITE T.I. 1 /8" = r-0" 450 Shattuck Avenue South, Renton, Washington 98055 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DLC JOB NUMBER: 301 -FN -8387 SCALE: 1/8" = I'-0" DATE: PROVIDENCE SUITE T.I. @ SABEY DATA CENTER 3355 S 120TH PLACE TUKWILA, WA 98168 Hole here Hole here 120'x48' 120'x49' 92x48 GG -16100 96'x50' 30`EL 30'T.Rad. 120'x49' 92x48 SYMBOL LEGEND SYMBOL DESCRIPTION Q VESDA SAMPUNG POINT VESDA INSTALLATION NOTES: 1) SUPPORT PIPE ON NO GREATER THAN 5 FOOT CENTERS FOR CEILING INSTALLATION. 2) SUPPORT PIPE ON NO GREATER THAN 4 FOOT CENTERS FOR UNDERFLOOR INSTALLATION. 3) GLUE PIPE WITH THE APPROPRIATE ADHESIVE ON THE OUTSIDE OF THE PIPE. DO NOT ALLOW ANY ADHESIVE INSIDE PIPE. 4) DO NOT GLUE PIPE INTO THE VESDA DETECTOR MANIFOLD. 5) REMOVE ALL DUST AND SHAVINGS FROM INSIDE PIPE AND SAMPLING HOLES- PROR TO INSTALLATION. 6) VERIFY HOLE LOCATION AND SIZE ACCORDING TO VESDA CALCULATIONS BEFORE DRILLING. 7) ORIENT DRILL PERPENDICULAR TO PIPE TO ENSURE HOLES ARE DRILLED STRAIGHT AND NOT AT AN ANGLE. 8) INSTALL LABELS AT EACH SAMPLING HOLE. 9) DETECTORS THAT COVER UNDERFLOOR SPACES MUST EXHAST UNDERFLOOR. 10) NOTIFY CONVERGINT OF ANY FIELD RELATED OBSTRUCTIONS WHICH COULD AFFECT PIPE PLACEMENT OR ABILITY FOR SOME TO REACH SAMPLING HOLES. 11) NOTIFY CONVERGINT PRIOR TO MAKING ANY NECESSARY FIELD CHANGES TO PIPE NETWORK. 12) MAINTAIN RED—LINE SET OF INSTALLATIONS DRAWINGS SHOWING ANY MODIFICATIONS TO PIPE NETWORK AND DELIVER TO CONVERGINT AT THE COMPETION OF JOB. S6'x80' 102'<i:' 96x48 CG -16100 92x48 CG -16100 120'x48' 30°EL 30'T.Rad 96'x60' . 14° 1'-6" i--- ^ Hole here ALL HOLES 1/8" c6"�0„ wy ` F'OT —s• 84'x613 ... , ii'r —i' 72'x63' ! ..0%Q \ 4-12Etp� 711 c!. A. \ Hole here Cut at 45 degree angle, face away from airflow Steave 132'x72' 12:x70 M �. CUBE 99'x99" RAIL 12,6, <7 u _ � U�l t I 2\D FLO O PLA\ Scale: 1/8" = 1'-0" - VESDA Hole here 0 o 0 0 0 0 0 0 0 Hole here 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. • REV DESCRI'TION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DLC JOB NUMBER: 301 -FN -8387 SCALE: 1/8" = r -o" DATE: PROVIDENCE SUITE T.I. @ SABEY DATA CENTER 3355 S 120TH PLACE TUKWILA, WA 98168 Cut at 45 degree angle, face away from airflow BOOSTER POWER SUPPLY BACKBOX POWER UMITED 6 WIRING AREA 666666 SIGNATURE MODULE SIGNATURE MODULE SIGNATURE MODULE (NON—POWER LIMITED) BATTERY BATTERY TO VESDA LASER COMPACT PANEL BOOSTER POWER SUPPLY MAIN BOARD NAC1 NAC2 NAC3 NAC4 IAUX 200 mA AUX CONT1NOUS IN SENSE 1 COM OUT IN SENSE 2 COM OUT NO TROUBLE COM BATTERY NC P3 L N G P4 SCALE: NONE [CA [Cal [C] [C'] ECd [CA [e.4 [Cal ['A EOL 47K UL/ULC LISTED 47Kfl EOL (TYPICAL) GPI RESET (+) GPI BIAS (+) NO LARM NO TO BUILDING FACP SHIELD VNET A- VNET A+ SHIELD VNET A- VNET + UL/ULC LISTED 47Kfl EOL (TYPICAL) SHIELD VNET A- VNET A+ SHIELD VNET A- VNET + SHIELD VNET A- VNET A+ SHIELD VNET A- VNET + 24VDC - 24VDC + 24VDC - 24VDC + VESDA POWER FROM PREVIOUS NODE VESDA POWER TO NEXT NODE 24VDC - 24VDC + 24VDC - 24VDC + < VESDA POWER e < FROM PREVIOUS NODE VESDA POWER TO NEXT NODE e NO e C PRE—ALARM e NO e c 24VDC - 24VDC + < VESDA POWER < FROM PREVIOUS NODE 24VDC - 24VDC + e NO e c e NC SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 301 -FN -8387 SCALE: NTS DATE: PROVIDENCE SUITE T.I. @ SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 DETAIL DRAWING VESDA SYSTEM Voltage Drops - NAC Panels Compact Pan Part Description 0 G) U Part Model# 5 tb Current (mA) o Circuit# Description Current Distance Voltage (Amps) (Feet) Drops 3 N2-1 2ND FLOOR - PROVIDENCE SUITE T.I. - VLC 1, 2, N2-2 SPARE N2-3 SPARE N2-4 SPARE Total I 31 Total Current Draw for NAC #2 - 0.735 175 0.42 0.000 0.000 0.000 0.735 Capacities Used - 11.308% 0.00 0.00 0.00 Qty Part Number Battery Calculations - Nac Panel #2 Description Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) BPS -6 NAC Panel 0.0700 0.0700 0.1900 0.1900 VLC-505 Vesda Laser Compact Panel 0.1700 0.0000 0.2450 0.7350 Total Standby= 0.0700 Total Alarm= 0.9250 Time (Hrs) Total Standby Current Required= 0.0700 X 24.0000 1.6800 Total Alarm Current Required= 0.9250 X 0.0833. 0.0771 Total= 1.7571 20% Depletion Factor- 0.3514 Total Amp/Hour Required= 2.1085 Total Amp/Hour Batteries Provided= (1) set 7.0000 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document is the shall be must be reproduced Convergent and the information/depictions contained/shown exclusive property of Convergint Technologies handled as proprietary and confidential information LLC and and be of returned upon request. This document cannot by any means without the written authorization Technologies LLC. SCALE: NTS REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 30I -FN -8387 SCALE: NTS DATE: PROVIDENCE SUITE T.I. SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 UPS ROOMTJ. SABEY DATA CEN TER VESDA SYSTEM 1 0 Without Comments As Noted In Red Per The Attached Letter 1, n plans have been revie`:£ d by The Tukwila Fire Pr tion Bureau for ccnfor_�., nor with current city standards. Accwptance is t .);pct to errors and omissions \ks:ic:l: do Tic:' Q.. -r; f ze; vi. Tat:onsof adopted star as c`1r;i.' •:, f :r ce$. Ti r sp:nnsibiay for the adequacy o'i,; re 1i tota:iy alit r the designer. I Additions c ns :;r rclvisiorts iu these drawings atter l this date w i, t 1 :s acceptance ,and will require a resubmittal of ,; vises drawings for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. - [Date: /0 -' 1-(75.-1 By:317 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. TUKWILA FIRE DEPARTMEM Please call: 575.4407 and give this job No. 08-F- 41,Y and exact address for shut. down or restoration approval PORTENT HO CE 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. c I4,ely 4,14'L A FP4 7 Sevfiol, s 3.3 -h�I1.0 10jkov.k GCjCe. oh CLeLLc4,1d Gircvt-4 10rtrylq�s Apt. kh. f.3we . 3355 SOUTH 120TH PLACE, TUKWILA WA 98168 SYMBOL LEGEND DESCRIPTION OF WORK: GENERAL NOTES: SYMBOL QTY DESCRIPTION MODEL # BACK BOX / DIMENSIONS SYNC. MULTI -CANDELA SPEAKER/STROBE G4-S7VM (WHITE) G4R-S7VM (RED) 4" SQ, 2.125".DEEP BY EC SYNC. WEATHERPROOF SPEAKER/STROBE 757 -7A -RS (15cd) 757 -8A -SS (110cd) 757A -WB I0 - SYNC. MULTI -CANDELA HORN/STROBE G1-HDVM (WHITE) GIR-HDVM (RED) SINGLE -GANG, BY E.C. I SYNC. WEATHERPROOF HORN/STROBE 757 -7A -T (15/75cd) 757 -8A -T (110cd) 757A -WB 1l SPEAKER G4 -S7 (WHITE) G4R-S7 (RED) " SQ, 2.125' DEEP BY EC HORN G1 -HD (WHITE) GIR-HD (RED) SINGLE -GANG, BY E.C. MOWP WEATHERPROOF 10" BELL SUPPRESSION ABORT STATION 439D-1OAR G1 -VM (WHITE) G1R-VM (RED) CS405-7A-T (15/75cd) CS405-8A-T (110cd) GC-S2VM (WHITE) GCF-S2VM ("FIRE") GC-HDVM (WHITE) GCF-HDVM ("FIRE") GC -VM (W/O "FIRE') GCF-VM (W/ "FIRE") GC -S7 (WHITE) GCF-S7 ("FIRE") SIGA-278 RELA-ABT #449 SINGLE -GANG, BY E.C. #449 4" SQ, 2.125" DEEP BY EC 4" SQ, 2.125 DEEP BY EC 4" SQ, 2.125" DEEP BY EC " SQ, 2.125" DEEP BY EC SINGLE -GANG, BY E.C. SINGLE -GANG BY E.C. INSTALLATION OF THREE (3) VESDA LASER COMPACT DETECTORS EACH IN THE NEW UPS ROOM. THESE DETECTORS WILL BE INSTALLED IN THE SUPPLY AND RETURN DUCTS, AND WILL BE USED FOR EARLY WARNING TO SABEY ONLY - THEY WILL NOT BE USED FOR PA DETECTION OR RELEASE. EACH DETECTOR WILL BE PROVIDED WITH THREE DRY CONTACTS FOR LINKING TO SABEYS BUILDING AUTOMATION SYSTEM FOR OFF SITE PAGING. CONTACTS WILL INCLUDE PRE -ALARM, ALARM, AND TROUBLE. AT TUKWILA FIRE DEPARTMENTS REQUEST, WE WILL CONNECT THE "ALARM" CONTACT ONLY TO THE HOUSE FIRE ALARM PANEL. SUPPRESSION RELEASE STATION 278A -REL SINGLE -GANG BY E.C. SMOKE DETECTOR - ADDRESSABLE SIGA-PS 4-0, BY E.C. OSB SMOKE DETECTOR W/ SOUNDER BASE - ADDRESSABLE SIGA-PS W/SIGA-AB4G (SOUNDER BASE) 4" SQ, 2.125" DEEP BY EC OR SMOKE DETECTOR W/ RELAY BASE- ADDRESSABLE SIGA-PS W/SIGA-RB (RELAY BASE) 4-0, BY E.C. OM 40 MULTISENSOR SMOKE DETECTOR - ADDRESSABLE SIGA-PS 4-0, BY E.C. 0 SMOKE DETECTOR CONVENTIONAL BY OTHERS BY OTHERS ®4 ®4 Ir2ooQI OPTICAL BEAM SMOKE DETECTOR - FIRERAY 2000 22310-18-01 (CONTROLLER) 23901-00 (BEAM DETECTOR) HEAT DETECTOR FT/ROR - ADDRESSABLE SIGA-HRS 4-0, BY E.C. HEAT DETECTOR CONVENTIONAL BY OTHERS BY OTHERS 0 135'FT HEAT DETECTOR - CONVENTIONAL 283B -PL 4-0, BY E.C. 0 DUCT SMOKE DETECTOR -ADDRESSABLE SIGA-SD SELF-CONTAINED REMOTE LED SIGA-LED 4-S, 2" DEEP, BY E.C. WATERFLOW SWITCH BY OTHERS BY OTHERS TAMPER SWITCH BY OTHERS BY OTHERS POST INDICATOR VALVE BY OTHERS BY OTHERS HIGH/LOW AIR BY OTHERS BY OTHERS PRESSURE SWITCH 10170089 SELF-CONTAINED LOW PRESSURE SWITCH BY OTHERS BY OTHERS SOLENOID VALVE BY OTHERS BY OTHERS REL SOLENOID RELEASE MODULE SIGA-REL MFC -A, 8" X 14" X 3.5" SERVICE DISCONNECT RELA-SRV 4" 5Q, 2.125" DEEP BY E.C. W/ COVER • SUPPRESSION RELEASE EOL RELAY RELA-EOL 4" SO, 2.125" DEEP BY E.C. W/ COVER FIRE PUMP BY OTHERS BY OTHERS HEAT TRACE BY OTHERS BY OTHERS KITCHEN HOOD BY OTHERS BY OTHERS SMOKE/FIRE DAMPERS BY OTHERS BY OTHERS 02 FIRE FIGHTER'S TELEPHONE JACK 6833-1 FLUSH OR SURFACE MOUNT DOOR HOLDERS 1504 -AQ FLUSH WALL MOUNTED SIGNAL MODULES SIGA-CC1 TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCC1 (010 MOUNT) SYNCHRONIZATION OUTPUT MODULES SIGA-CC1 S TWO -GANG, 2.5' DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCC1 S (010 MOUNT) SYNCHRONIZED MODULE G1M PIGGY BACK SINGLE -INPUT MODULE SIGA-CTI SINGLE -GANG, 2.5" DEEP BY E.C. W/ COVER gEt DUAL -INPUT MODULE SIGA-CT2 SINGLE -GANG, 2.5" DEEP BY E.C. W/ COVER CONTROL RELAY SIGA-CR TWO -GANG, 2.5" DEEP BY E.C. W/ COVER (STANDARD MOUNT) SIGA-MCR (010 MOUNT) REMOTE RELAY MR -101/201 SELF-CONTAINED EOL OF UNE RELAY PAM -1 SELF-CONTAINED QUICKSTART LCD ANNUNCIATOR QSA-1-S 14.25"L X 7.6"H X 2.9"D LCD ANNUNCIATOR 3-LCDANN 14.48"L X 12.1"H X 2.75"D BUILDING AUTOMATION SYSTEMS BY OTHERS BY OTHERS NAC (BPS) POWER EXTENDER PANEL BPS -6 13'1 X 17"H X 3.375"D BATTERY CABINET BC -1 14"X 18.5'X7" FIRE ALARM CONTROL PANEL EST -3 14"L X 22.37"H X 3.86"D FIRE ALARM CONTROL PANEL QS1 14.25"L X 18"H X 2.68"D SUPPRESSION CONTROL PANEL EST 051-1-G-1 14.25"L X 18"H X 2.68"D IVLCI 3 VESDA LASER COMPACT PANEL VESDA LASER PLUS PANEL VESDA DISPLAY PANEL FIRE ALARM TERMINAL CABINET BY OTHERS BY OTHERS ELECTRICAL JUNCTION BOX BY OTHERS BY OTHERS 1) ALL WIRE AND CONDUIT MUST BE INSTALLED IN ACCORDANCE WITH PLANS AND SPECIFICATIONS, AND MUST MEET ALL APPLICABLE CODES. 2) ALL WIRE AND CABLE MUST BE RATED FOR FIRE ALARM USE 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, CI OR FPLP. 3) ALL CONDUCTORS MUST TEST FREE OF GROUND BEFORE MAKING CONNECTION TO THE FIRE ALARM CONTROL PANEL. 4) TO RETAIN WARRANTY, THE FIRE ALARM EQUIPMENT MUST BE POWERED UP UNDER THE DIRECTION OF A QUALIFIED MANUFACTURERS TECHNICIAN. 5) THE LIFE SAFETY SYSTEM IS A COMPLETELY SUPERVISED SYSTEM. 6) INSTALLING ELECTRICAL CONTRACTOR SHALL COORDINATE ALL FIELD CHANGES WITH THE FIRE ALARM CONTRACTOR INCLUDING CHANGES IN DEVICES, WIRE, CONDUIT RUNS AND OPERATION IN THE SYSTEM. FIRE ALARM CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR UNDOCUMENTED CHANGES, OR THE RESULTS CAUSED BY THOSE CHANGES. 7) LIFE SAFETY AUDIBLE SHALL BE AUDIBLE THROUGHOUT THE SPACE AND SHALL HAVE A SOUND PRESSURE LEVEL NOT LESS THAN 15db ABOVE AMBIENT NOISE LEVEL MEASURED AT 4'0" ABOVE FINISHED FLOOR. 8) MAIN BUILDING FIRE ALARM & SUPPRESSION SYSTEMS SHALL BE CLASS "B" IN CONFIGURATION. PRE -ACTION & DELUGE ALARM SYSTEMS SHALL BE CLASS "A" IN CONFIGURATION. CLASS "A" APPLICATIONS SHALL MAINTAIN A MINIMUM SEPARATION OF 4 FEET BETWEEN FEED AND RETURN CIRCUITS. 9) LOCATE ALL PULL STATIONS AND HORN/STROBE UNITS AT SPECIFIED HEIGHTS PER NFPA 72 AND ADA SEE DETAIL SHEET. 10) SMOKE DETECTOR LOCATIONS 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 ON CEILINGS MUST BE NO MORE THAN 15' FROM A WALL AND/OR NO MORE THAN 30' FROM EACH OTHER. REDUCED SPACING MAY ALSO BE REQUIRED. SEE PLAN DRAWINGS FOR PROJECT -SPECIFIC LOCATIONS. 13) ALL FIRE ALARM DEVICES SHALL BE RIGIDLY AND SECURELY FASTENED TO WALLS OR CEILINGS. 14) NO SMOKE DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY AIR REGISTER OR DIFFUSER. 15) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 24" TO ANY AIR REGISTER OR DIFFUSER. 16) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 36" TO ANY PART OF ANY HEAT GENERATING DEVICE (FUSES, BOILERS, WATER HEATERS, ECT.) IN MECHANICAL ROOMS. 17) NO HEAT DETECTOR SHALL BE LOCATED CLOSER THAN 18" TO ANY PART OF ANY LIGHT FIXTURE. 18) INITIATING AND SIGNALING CIRCUITS ARE SEPARATE YET MAY BE RUN IN SAME CONDUIT. 19) ALL CONDUCTORS SHALL BE LABELED BY ZONE AND ALL COLOR CODES SHALL MATCH. 20) DEVICES THAT ARE UNABLE TO BE INSTALLED PERMANENTLY DURING DEVICE TRIM SHALL BE SPLICED THROUGH TO ALLOW DEVICES AND CIRCUIT DOWNSTREAM TO BE PRE -TESTED. THIS INCLUDES ALL CIRCUITS (SPEAKER CIRCUITS, STROBE CIRCUITS, ADDRESSABLE LOOP CIRCUITS, 24VDC CIRCUITS, FIREFIGHTERS TELEPHONE CIRCUITS, ETC.) 21) 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 OBLIGATIONS TO CONFORM TO THE PROJECTS ORIGINAL DESIGN CRITERIA. CEILING MOUNTING HEIGHTS A/C SUPPLY DIFFUSER 3' (MIN). --I j f////////////////////iii//(////(/////////,/ll/V\\\ /// 24" MIN ACCESSIBLE BEDROOM STROBE fg FIRE CEILING MOUNTED SMOKE/HEAT DETECTOR AUDIO/VISUAL & VISUAL ONLY DEVICES SYNCHRONIZED MORE THAN TWO VISUAL APPLIANCES IN ANY FIELD OF VIEW. 80" MIN 96" MAX MAGNETIC DOOR HOLDER NMINIMINIMINIMP • 0 • 41111111.... FLUORESCENT LIGHT //////////// NOTE: DIMENSIONS SHOWN ARE TO THE CLOSEST EDGE OF THE DETECTOR 4" ///// ////////// 6' - FIRE PHONE JACK MANUAL PULL STATION 3' PERMITTED HERE DOOR WIDTH LESS 3' NOT PERMITTED HERE PERMITTED HERE 12" MAX 48" MAX (ADA) 42"MIN/54" MAX (NFPA) FINISHED FLOOR j l/////////////////////////////////////////////////////////////////////////////// * DEVICES SHOWN DEPICT DEVICE TYPES ONLY. WIRE CODE ALL WIRING AND INSTALLATION METHODS SHALL BE IN COMPLIANCE WITH CURRENT RELEVENT NATIONAL ELECTRICAL CODE ARTICLES AND RELATED SECTION CODE REQUIREMENTS. WIRING INSTALLATION NOTES: * LABEL ALL ZONE WIRES WITH ZONE .NUMBER TAG AND DESCRIPTION. * LABEL ALL SIGNAL CIRCUIT WIRES WITH SIGNAL CIRCUIT NUMBER TAG AND DESCRIPTION. * LAPEL ALL NETWORK, ANNUNCIATOR AND I/O CONTROL CIRCUIT WIRING WITH CIRCUIT NUMBER TAG AND DESCRIPTION. * VERIFY WITH OWNER AND GENERAL CONTRACTOR THAT OPEN CABLE IS ALLOWED ON SPECIFIC SITE. * VERIFY WITH OWNER. AND GENERAL CONTRACTOR FOR ANY SPECIFIC SITE REQUIREMENTS FOR ELECTRICAL INSTALLATION OF WIRING. Letter Qty Open Wiring Cable Type Conduit Wiring Cable Type Size Function A 1 Pair FPL(P) Red/Blk Black/Orange TFN 16 Zone EF '2 Pair FPL(P) Red/Blk Black/Orange TFN 16 Zone Loop C 1 Pair FPL(P) Red/BIk Red/Blue THHN 14 Horn / Strobe P 2 Pair FPL(P) Red/Blk Red/Blue THHN 14 Horn / Strobe Loop E 1 Pair FPL(P) Red/Blk Brown/Yellow THHN 14 Door Control F 1 Pair FPL(P) Red/BIk- Orange THHN 14 Fan Shutdown G H 1 Pair 1 Pair Twisted FPL(P) Red/Blk FPL(P) Red/BIk Twisted Pair Red/Black THHN 18 14 LCD Annunciator Sc 24VDC Power I 1 Pair Twisted FPL(P) Red/BIk Twisted/Shielded Pair 16 Audio Riser/Fire Phone Riser J 1 Pair Twisted FPL(P) Red/Blk Twisted 16 Speaker K 2 Pair Twisted FPL(P) Red/BIk Twisted 16 Speaker Loop L 1 Pair FPL(P) Red/BIk Yellow THHN . - 14 Elevator Control M N 1 Pair Twisted FPL(P) Red/Blk Twisted Pair 16 Network Communication O P 1 Pair FPL(P) Red/BIk Red/Black THHN 14 24VDC Power Cr R 1 Pair 1 Pair FPL(P) Red/BIk FPL(P) Red/BIk Blue/White TFN . Pink TFN 16 16 Remote LED Remote LED w/ Test S 1 Pair Twisted FPL(P) Red/BIk Red/Yellow 16 Signature Data Line T U 1 Pair FPL(P) Red/BIk Red/Black THHN 14 Suppresion Solenoid V 1 Pair FPL(P) Red/BIk Black/Yellow TFN 16 Vesda Power W 1 Pair FPL(P) Red/Blk 18 Vesda Relays X 1 62.5/125 Multimode 62.5/125 Multimode Fiber Network Communication Y Z 1 Pair FPL(P). Red/BIk Purple/White THHN 14 Smoke/Fire Dampers 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. DRAWING INDEX SHEET NO. INCLUDED IN THIS PROJECT SHEET "1'1'1'LE FA -0-1 FA -1--1 FA -4--1 FA -7-1 9gj TITLE, INDEX, LEGEND SHEET 1ST FLOOR PLANS VESDA SYSTEMS DETAIL DRAWINGS CALCULATIONS F1.EIR 1 PAID OCT 1 5 2008 TukviTgos REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 301 -FN -8390 SCALE: NTS DATE: UPS ROOM T.I. @ SABEY DATA CENTER. 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 TITLE, INDEX, LEGEND SHEET VESDA SYSTEM DRAWING: FA -0-1 c1101) 1 ///////////// 7/ 1078 n 4" U VLC1 i-P3W SCOPE OF WORK (UPS ROOM T.I.) ❑I 1,4,1111 - BUILDING UPS ROOM 1 107 I I/O MODULE (BY OTHERS) 2W I/O MODU (BY OTHERS) III Q07°T) YXXXXXX `,( \/\Z XXX,'XXXXX'X H ET -70 El • 40* HVS-4 P3W W FROM FACP FRONT • Irk HVS-4 3000 K',/A FRONT HVS-4 3000 KVA GENERATOR ROOD 11081 3000 KVA ham-- BUILDING AUTOMATION ( ''SYSTEMS (BY OTHERS) j SI& PAra,.....7.• HVS-4 FRONT 3000 KVA n CI 068) 1ST FLOC;PLA\ 1/8" = UPS OOfV a r- 1 14 Y IR 3 L EEO L �fir - -OAPa_ rI ,.:-i 1 ' .�" Zi— e ; , a'1 i, 1 r -,c1 I 450 Shattuck Avenue South, Renton, Washington 98055 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DLC JOB NUMBER: 30I—FN-8390 SCALE: I/8" = 1'-0" DATE: UPS ROOM T.I. @ SABEY DATA CENTER 3355 S 120TH PLACE TUKWILA, WA 98168 BACKBOX b BOOSTER POWER SUPPLY POWER LIMITED WIRING AREA SIGNATURE MODULE SIGNATURE MODULE SIGNATURE MODULE ROUTE AC SUPPLY 1 1 LJ THROUGH THESE KNOCKOUTS ONLY (NON—POWER LIMITED) BATTERY WIRING (NON—POWER LIMITED) BATTERY BATTERY TO VESDA LASER COMPACT PANEL BOOSTER POWER SUPPLY MAIN BOARD NAC1 NAC2 NAC3 NAC4' !AUX — 200 mA AUX CONTINOUS IN SENSE 1 COM OUT IN SENSE 2 COM OUT NO TROUBLE COM BATTERY NC 181181 P4 EOL 47K SCALE: NONE VESDA LASER COMPACT e e UL/ULC LISTED 47K.l EOL (TYPICAL) e e e e FIRE BIAS (-) RESET (-) GPI RESET (+) GPI BIAS (+) SHIELD VNET A- VNET A+ e VESDA LASER COMPACT SHIELD VNET A- VNET + e e e UL/ULC LISTED 47Kl EOL (TYPICAL) e e e BIAS (- RESET (-) GPI RESET (+) SHIELD VNET A- VNET A+ e e GPI BIAS (+) SHIELD VNET A- VNET + e e e e e VESDA LASER COMPACT UL/ULC LISTED 47Kfl EOL (TYPICAL) e e e e e e FIRE FIRE e CC RE -ALARM 24VDC - 24VDC + e e TO BUILDING FACP NO C 24VDC - 24VDC + e e < VESDA POWER < FROM PREVIOUS NODE VESDA POWER TO NEXT NODE e NO e C RE -ALARM 24VDC - 24VDC + e e e e >"FAULT e e e NO C NC NO C 24VDC - 24VDC + e e VESDA POWER FROM PREVIOUS NODE VESDA POWER It► TO NEXT NODE e e BIAS (- RESET (- GPI RESET (+ GPI BIAS (+) NO C PRE -ALARM eco FAULT SHIELD VNET A- VNET A+ SHIELD VNET A- VNET + 24VDC - 24VDC + 24VDC - 24VDC + VESDA POWER FROM PREVIOUS NODE VESDA POWER TO NEXT NODE e e e NO C NC e e e NO C NC VESDA LASE COVPACT SCALE: NONE 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 301 -FN -8390 SCALE: NTS DATE: UPS ROOM T.I. @ SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 DETAIL DRAWING VESDA SYSTEM DRAWING: FA -4-1 Sampling Pipe Hole here 6" �` 2" 4 Exhaust Pipe All holes 1/8" Hole here Sampling Pipe Cut at 45 degree angle, face away from airflow Hole here Exhaust Pipe All holes 1/8" Hole here Cut at 45 degree angle, face away from airflow C. t\C iUltiI r U IUi; 4"CHW SUPPLY & RETURN 1 \' /I 1 1. Ii 1 2 1 I1 y+, �->1 1. 1 / 1I Hole here Sampling Pip ACU- +fin _ �'ION_ & LE ',• moi; UP All holes 1/8" Hole here 6"CHW SUPPLY & RETURN Fxhrnist Pir)P SYMBOL LEGEND SYMBOL DESCRIPTION Q VESDA SAMPUNG POINT VESDA INSTALLATION NOTES: 1) SUPPORT PIPE ON NO GREATER THAN 5 FOOT CENTERS FOR CEILING INSTALLATION. 2) SUPPORT PIPE ON NO GREATER THAN 4 FOOT CENTERS FOR UNDERFLOOR INSTALLATION. 3) GLUE PIPE WITH THE APPROPRIATE ADHESIVE ON THE OUTSIDE OF THE PIPE. DO NOT ALLOW ANY ADHESIVE INSIDE PIPE. 4) DO NOT GLUE PIPE INTO THE VESDA DETECTOR MANIFOLD. 5) REMOVE ALL DUST AND SHAVINGS FROM INSIDE PIPE AND SAMPLING HOLES PROR TO INSTALLATION. 6) VERIFY HOLE LOCATION AND SIZE ACCORDING TO VESDA CALCULATIONS BEFORE DRILLING. 7) ORIENT DRILL PERPENDICULAR TO PIPE TO ENSURE HOLES ARE DRILLED STRAIGHT AND NOT AT AN ANGLE. 8) INSTALL LABELS AT EACH SAMPLING HOLE. 9) DETECTORS THAT COVER UNDERFLOOR SPACES MUST EXHAST UNDERFLOOR. 10) NOTIFY CONVERGINT OF ANY FIELD RELATED OBSTRUCTIONS WHICH COULD AFFECT PIPE PLACEMENT OR ABILITY FOR SOME TO REACH SAMPLING HOLES. 11) NOTIFY CONVERGINT PRIOR TO MAKING ANY NECESSARY FIELD CHANGES TO PIPE NETWORK. 12) MAINTAIN RED—LINE SET OF INSTALLATIONS DRAWINGS SHOWING ANY MODIFICATIONS TO PIPE NETWORK AND DELIVER TO CONVERGINT AT THE COMPETION OF JOB. 13,200 HVS-4 3000 KVA FRONT "DD BACK DRAFT DAMPERS AT SOUND ATTENUATORS 6"CHW SUPPLY & RETURN UP 18'-0"x16'-0" Sound Attenuators 3;200 3000 KVA FRONT 3000 KVA 3000 KVA FRONT UPS T.I. 1/8" = 1'_O" VESDA PIPE LAYOUT 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT , .j j I :'1®..i ,.._ L 126"4- I tf -i` j Ct - L i • I 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. PROJECT ENGINEER: JHOEL B. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DLC JOB NUMBER: 301 -FN -8390 SCALE: I/8" = I'-0" DATE: UPS ROOM T.I. @ SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 1ST FLOOR PLAN Voltage Drops - NAC Panels Part Description Vesda Laser Compact Panel Part Model # j Current (mA) o Circuit # Description Current (Amps) 3 N1-1 1ST FLOOR - SDC5 PROVIDENCE DC - VLC 1, 2, 0.735 Distance (Feet) 139 Voltage Drops 0.33 N1-2 SPARE 0.000 N1-3 SPARE N1-4 SPARE Total 31 Total Current Draw for NAC #1 - Capacities Used - 0.000 0.000 0.735 11.308% 0.00 0.00 0.00 Battery Calculations - Nac Panel #1. Qty. Part Number Description Standby Total Current (A) Standby (A) Alarm Total Current (A) Alarm (A) 1 3 BPS -6 NAC Panel VLC-505 Vesda Laser Compact Panel 0.0700 0.1700 0.0700 0.5100 Total Standby= 0.5800 Total Standby Current Required= 0.5800 Total Alarm Current Required= 0.9250 Total= 20% Depletion Factor - Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 0.1900 0.2450 0.1900 0.7350 Total Alarm= 0.9250 Time (Hrs) X 24.0000 X 0.0833 (1) set 13.9200 0.0771 13.9971 2.7994 16.7965 7.0000 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. • REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 10-14-08 DRAWN BY: JHOEL B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: DC JOB NUMBER: 301 -FN -8390 SCALE: NTS DATE: UPS ROOM T.I. SABEY DATA CENTER 3355 SOUTH 120TH PLACE TUKWILA, WA 98168 DRAWING DIRECTORY SHEET #: SHEET TITLE: ARM AGENT RELEASE MODULE CVR COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION FP -01 ISOMETRIC & LAYOUT FP -02 ELECTRICAL LAYOUT FP -03 ELECTRICAL SCHEMATIC RM CONSULTANTS PROJECT NAME: PROVIDENCE HEALTH SERVICES FIRE SUPPRESSION 3355 120TH PLACE SUITE -5203 SEATTLE, WA 98168 FIRE ALARM SUPPLIER: WESTFIRE COASTAL 22651 83RD. AVE SOUTH KENT, WASHINGTON 98031 PHONE: (206) 381-3090 WWW.WESTFIRE.COM REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE NFPA 72 NATIONAL FIRE CODE UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) ABBREVIATIONS A ABORT SWITCH ARM AGENT RELEASE MODULE FACP FIRE ALARM CONTROL PANEL H/S HORN STROBE MMM MINI MONITOR MODULE MR MANUAL RELEASE RM RELAY MODULE SCM SUPERVISED CONTROL MODULE SD SMOKE DETECTOR CHEETAH XI CONTAINER ACTUATOR BOSS GCA )LOCKNUT CONDUIT COOLING ELEC. NIPPLE 4-11/16" SQ. ELECTRICAL BOX REDUCING BUSHING LOCKNUT CONDUIT CONTAINER ELECTRICAL CONNECTION DETAIL THE GCA/ARM INSTALLATION AND ELECTRICAL CONNECTION SHOULD BE THE LAST ITEMS COMPETED BEFORE THE SYSTEM IS PLACED INTO OPERATION. SIGN 3 ® MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. "T" BAR CEILING 36"-1 MAX. SIGN 2 o® DOOR OUTSIDE OF ROOM 'SIGN 4 DIFFUSER CHEETA PANEL 1 SIGN 5 SIGN E �� 72" NOT LESS THAN 3 —6" NOT MORE THAN 4'-6" i BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR STANDARD MOUNTING HEIGHT DETAIL PROVIDENCE HEALTH SERVICE 3355 120TH PLACE SUITE 5203 SEATTLE, WA 98168 ECARO SUPPRESSION SYSTEM REVISION: 0 SCOPE OF WORK: INSTALL A CHEETAH XI PANEL WITH VESDA LASER PLUS DETECTION WITH 2 FE -25 ECARO 1000LB TANKS FOR PROTECTION, HORN/STROBES AND 2 AGENT RELEASING STROBES WELL BE INSTALLED FOR ALARM NOTIFICATION TOTAL PROJECT VOLUME AND AGENT TABLE MINIMUM UL51CON CONCENTRATION: 8.00% ROOM NAME AREA (SQUARE FEET) CEILING HEIGHT VOLUME (CUBIC FEET) AGENT REQUIRED AGENT DISCHARGED DATA CENTER 5077' 10' 50770' 1395 LBS. 1395 LBS. 1 TOTAL 10-068 Without Comments A Noted In Red Per The Attached Latter 'hese pions havebeen reviewed by TheTulcwila Fire Prevention t3ureau for conformance with current city standards, , & ptan:ce is so'oie•st to errors and omissions which do not authorize violations of adopted standards and ordinances.I�� l'eSpons+hility for the adequacy of dasig1i r�`.iL 1. 1i y vitl I the designer. l Additions, dco ;';sans ar ; '-ri:; cris those drawings atter this date will void th ° ..;'.c::l::,ri ce ;nd will require a r esubmittel of revised clrwing s for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. • Date: I M ('"(-'tb B y. AN S TUK ILA FIRE DEPARTM :. Please call: 575.4407 and give this job No. D$ - F- `ISo and exact address for shut. ",..uin or restoration approval CONDITION 1395 LBS 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. i SEQUENCE OF OPERATIONS SCP FUNCTIONS Jc Tt co (17 4C44.Jj t• O ki m ss� 0 2 Q Q -v z 4 O B C 1 STANDBY CONDITION • 2 SYSTEM TROUBLE CONDITION 0 0 • 3 ALERT • 4 ACTION • 5 FIRE LEVEL 1 0 6 FIRE LEVEL 2 0 • • 0 7 MANUAL RELEASE • • • • f h ?rcpar-e Tey �' re.c v'03 ptv pF PA-/tizA - %To t' .a oo l . -- 6ow11Y v;�►^ ,vfMA 7)-, Sec.41ot 5.1.3.3 locko de.%/4.4 t Gc44 F4 ,-,aj'4' 8 9 L v,sk a u 1! i •c kt . icho,f T3 07` M pf +p ; - • demand our 9 • Ir .,ctors° schedules are hooked) 3v7 days ahead. Therefore, you vill need to call 206-575-4407 to schedule your inspections a . inimum of 48 hours in advance the date ou want an inspection. DISCHARGE OF AGENT • 0 0 0 ABORT FUNCTION THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. AREA OF WORK � Iilll Illi�nii:l7"11:'79 INSTALLING MAIN DISCHARGE PIPING NFPA 2001 Each pipe section shall be cleaned internally after preparation, and before assembly, by means of swabbing, utilizing a suitable nonflammable cleaner. Teflon tape should be used on all threaded joints. All grooved coupling gaskets shall be lubricated per the manufacturer's specifications, The piping system should be securely supported with due allowance for agent thrust forces, thermal expansion, and contraction, and should not be subject to mechanical, chemical, vibration, or other damage. Pipe hangers shall be spaced at intervals not more than 15 feet (475m), Rigid pipe supports are required to support the "live load" of' the plpe system during discharge. Rigid bracing is required at each directional change, fitting, tee and nozzle. All drops to 180 degree nozzles require back bracing in the opposite direction of discharge. Earthquake bracing shall be used where required by local code. NOTE! ANSI 'B31,1 shall be consulted for guidance In this matter, All system piping shall be installed in strict accordance to system plans, If piping changes are necessary, they must be recalculated by WESTFIRE COASTAL on FIKE's Flow Calculation Program. MECHANICAL INSTALLATION NOTES 1. Tanks, brackets, piping, nozzles, etc., are to be surface mounted and exposed. Exceptions are: above "drop—in" false ceiling tiles, where specifically shown or labeled on these drawings. 3. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 4. Changes in pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securment of WESTFIRE approval to assure proper AGENT flow and discharge characteristics. 5. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 6. Materials— A. Pipe: Black or galvanized steel pipe shall be either ASTM A 53 seamless or ASTM A-106, grade A,B, or C. B. Fittings : Malleable iron 300 Ib. class suitable for the material being used. Screwed fittings may be of malleable iron 300 Ib. class only — ASTM A-197; ductable iron 300 Ib. only — ASTM A-395; or steel — ASTM A-234. 7. Threaded connections — use Teflon tape and apply to male threads only. 8. All pipe and fittings are to be reamed, blown clear and thoroughly cleaned with appropriate solvent to remove mill varnish, chips, and cutting oil before assembly. 9. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 10. CAUTION: AGENT tanks must be located within a temperature range of: +32° F to +130° F. Do not locate the AGENT container where it may be subject to damage. PAIL 11. All devices and equipment shall be of the make and type listed by U.L. OCT — 8 2 and/or approved by F.M. 12. AGENT cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. IT 13. Filling of the tank assembly shall be by a factory authorized, U.L. listed 11(.0 filling station. 14. Nameplates indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 15. Discharge nozzles shall be as computer calculated, if part of an engineered system, or as manufactured, if part of a pre—engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. 0 /0 03 V / 0) M Li.l 1 O Z0 °r az�1- O M 0� NYO- cs PROVIDENCE 0 SUBMITTAL DRAWING J 0 J co 0 rn 0 z 0 08p) P.4 DWG BY: LC ENG BY: LC CHK BY: LC APP BY: LC SCALE: N.T.S DRAWING NUMBER: 09-200-002 DATE: 09-27-08 PAGE: CVR Lt(itNU / BILL UI- MAI LKIAL SYMBOL EXISTING NEW TOTAL PART NUMBER DESCRIPTION MANUFACTURE 0 1 1 10-068 FIRE ALARM PANEL (CHEETAH) FIKE CHEETAH XI 2 2 PS -12150 BATTERY 12VDC, 17.0 AMPS POWER SONIC 0 EPMS 0 1 1 20-1181 EMERGENCY POWER MANAGEMENT SYSTEM FIKE ProCORE 0 1 1 RS -485 ETHERNET CONVERSION BOX FIKE s ® 0 1 1 63-1052 PHOTOELECTRIC SMOKE DETECTOR FIKE 0 1 1 63-1058 DETECTOR BASE FIKE 0 2 2 55-042 SUPERVISED CONTROL MODULE FIKE SCM 0 2 2 55-052 RELEASE CONTROL MODULE FIKE RCM 0 5 5 55-045 MINI MONITOR MODULE FIKE MMM 0 2 2 10-1832 AGENT RELEASE MODULE FIKE ARM 0 2 2 20-123-72 DISCHARGE STROBE FIKE 1_1 EK 0 9 9 20-123-96 HORN/STROBE FIKE +IR 0 2 2 10-1638 MANUAL RELEASE STATION FIKE 0 2 2 10-1639 ABORT STATION FIKE A 0 1 1 MBPS MAINTENANCE BYPASS SWITCH KIRKLAND IM 0 2 2 70-157 FE -25 AGENT CONTAINER FIKE 0 2 2 80-050-6094 FE -25 NOZZLE 180 DEG, ' FIKE 0 2 2 80-050-5781 FE -25 NOZZLE 180 DEG. FIKE 0 1 1 02-10312 EXTINGUISHING SYSTEM RELEASE FIKE SIGN 1 0 1 1 02-10313 IF ACTIVE DO NOT ENTER FIKE SIGN] 2 0 1 1 20-10314 DO NOT ENTER DURING DISCHARGE FIKE SIGN 3 0 1 1 02-10309 EXIT IMMEDIATELY FIKE SIGN J 4 0 1 1 02-10310 SYSTEM ABORT PUSH AND HOLD FIKE SIGN 5 Without Comments A Noted In Red Per The Attached Latter 'hese pions havebeen reviewed by TheTulcwila Fire Prevention t3ureau for conformance with current city standards, , & ptan:ce is so'oie•st to errors and omissions which do not authorize violations of adopted standards and ordinances.I�� l'eSpons+hility for the adequacy of dasig1i r�`.iL 1. 1i y vitl I the designer. l Additions, dco ;';sans ar ; '-ri:; cris those drawings atter this date will void th ° ..;'.c::l::,ri ce ;nd will require a r esubmittel of revised clrwing s for subsequent approval. Final acceptance is subject to field test and inspection b‘ The Tukwila Fire Prevention Bureau. • Date: I M ('"(-'tb B y. AN S TUK ILA FIRE DEPARTM :. Please call: 575.4407 and give this job No. D$ - F- `ISo and exact address for shut. ",..uin or restoration approval CONDITION 1395 LBS 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. i SEQUENCE OF OPERATIONS SCP FUNCTIONS Jc Tt co (17 4C44.Jj t• O ki m ss� 0 2 Q Q -v z 4 O B C 1 STANDBY CONDITION • 2 SYSTEM TROUBLE CONDITION 0 0 • 3 ALERT • 4 ACTION • 5 FIRE LEVEL 1 0 6 FIRE LEVEL 2 0 • • 0 7 MANUAL RELEASE • • • • f h ?rcpar-e Tey �' re.c v'03 ptv pF PA-/tizA - %To t' .a oo l . -- 6ow11Y v;�►^ ,vfMA 7)-, Sec.41ot 5.1.3.3 locko de.%/4.4 t Gc44 F4 ,-,aj'4' 8 9 L v,sk a u 1! i •c kt . icho,f T3 07` M pf +p ; - • demand our 9 • Ir .,ctors° schedules are hooked) 3v7 days ahead. Therefore, you vill need to call 206-575-4407 to schedule your inspections a . inimum of 48 hours in advance the date ou want an inspection. DISCHARGE OF AGENT • 0 0 0 ABORT FUNCTION THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF WESTFIRE AND ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM WESTFIRE. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. AREA OF WORK � Iilll Illi�nii:l7"11:'79 INSTALLING MAIN DISCHARGE PIPING NFPA 2001 Each pipe section shall be cleaned internally after preparation, and before assembly, by means of swabbing, utilizing a suitable nonflammable cleaner. Teflon tape should be used on all threaded joints. All grooved coupling gaskets shall be lubricated per the manufacturer's specifications, The piping system should be securely supported with due allowance for agent thrust forces, thermal expansion, and contraction, and should not be subject to mechanical, chemical, vibration, or other damage. Pipe hangers shall be spaced at intervals not more than 15 feet (475m), Rigid pipe supports are required to support the "live load" of' the plpe system during discharge. Rigid bracing is required at each directional change, fitting, tee and nozzle. All drops to 180 degree nozzles require back bracing in the opposite direction of discharge. Earthquake bracing shall be used where required by local code. NOTE! ANSI 'B31,1 shall be consulted for guidance In this matter, All system piping shall be installed in strict accordance to system plans, If piping changes are necessary, they must be recalculated by WESTFIRE COASTAL on FIKE's Flow Calculation Program. MECHANICAL INSTALLATION NOTES 1. Tanks, brackets, piping, nozzles, etc., are to be surface mounted and exposed. Exceptions are: above "drop—in" false ceiling tiles, where specifically shown or labeled on these drawings. 3. All pipe dimensions are measured from centerline of fittings to centerline of fittings. 4. Changes in pipe directions, lengths, sizes, and fittings will change the calculated hydraulic flow. Any changes shall require securment of WESTFIRE approval to assure proper AGENT flow and discharge characteristics. 5. Reference shall be made to the manufacturer's installation, operation, and maintenance manual to assure strict adherence to approved installation practices. 6. Materials— A. Pipe: Black or galvanized steel pipe shall be either ASTM A 53 seamless or ASTM A-106, grade A,B, or C. B. Fittings : Malleable iron 300 Ib. class suitable for the material being used. Screwed fittings may be of malleable iron 300 Ib. class only — ASTM A-197; ductable iron 300 Ib. only — ASTM A-395; or steel — ASTM A-234. 7. Threaded connections — use Teflon tape and apply to male threads only. 8. All pipe and fittings are to be reamed, blown clear and thoroughly cleaned with appropriate solvent to remove mill varnish, chips, and cutting oil before assembly. 9. IMPORTANT: Piping to be rigidly supported by UL approved hangers. 10. CAUTION: AGENT tanks must be located within a temperature range of: +32° F to +130° F. Do not locate the AGENT container where it may be subject to damage. PAIL 11. All devices and equipment shall be of the make and type listed by U.L. OCT — 8 2 and/or approved by F.M. 12. AGENT cylinder assemblies shall be of the manufacturer's standard capacity and filled per requirements of NFPA 2001. IT 13. Filling of the tank assembly shall be by a factory authorized, U.L. listed 11(.0 filling station. 14. Nameplates indicating the manufacturer's name, part number, agent fill weight, total charged weight, date of initial fill, and U.L. listed fill station code shall be bonded to each tank. 15. Discharge nozzles shall be as computer calculated, if part of an engineered system, or as manufactured, if part of a pre—engineered system. The nozzles will produce an approximate 180 degree, or 360 degree pattern and must be properly oriented or aimed. 0 /0 03 V / 0) M Li.l 1 O Z0 °r az�1- O M 0� NYO- cs PROVIDENCE 0 SUBMITTAL DRAWING J 0 J co 0 rn 0 z 0 08p) P.4 DWG BY: LC ENG BY: LC CHK BY: LC APP BY: LC SCALE: N.T.S DRAWING NUMBER: 09-200-002 DATE: 09-27-08 PAGE: CVR n •I•I•I•I•I•Z•I•I•I•I•I•I•I•Z•I•] x 0 • • • • • • • • • 01)000O0OOOOOOOnOOOOOO(> 0OK)0 0 OO 00100 00 O() 0 0 0 0 0 n3 -v CIELI\G LAYTIUT 12" 24" 12' 11 24' SEALED ENDCAPS 24' VESDA O O O 24' 24" 12' 24' 24' 24" 12" 72" x 96" = 120 SQUARE FEET 4 SQUARE FEET PER SAMPLE PORT 12' 0 12' 24' 24' 24" 12" 11 12' LEGEND ALCW VELOCITY (HOH STATIC PRESSURE) AREA BHON VELOCITY STATIC PRESSURE) AREA CNR SWAMIES LOCATE AIR SAMPLING HOLES 2 0° OR 45° FROM AIR PATH. 10'-o' VESDA HORN SEQUENCE ALERT PULSE 4 SEC. ACTION PULSE 2 SEC. 1 EMERGENCY POWER VIANAGEMENT SYSTEM FIKE CHEETAH XI 50 PANEL DETAIL MS PROCORE PIPE 4 PIPE 3 PIPE 2 PIPE I 14'_ r� Ltd ILLI VESDA POWER SUPPLY A W 0 00 00_0 EI •I•I•Z•I•I•I•Z•I•I•B1IN1X•I•I•Z•] • • • 0.O 00 000_0 0.0 0.0 0000 4100 ••• 0000 C2l 10 0 O O 00000() 00000000000000 0 0 00 0 () 0 0 0 0 0 00 00 0O 1>E- 00 0 0 0000 00 0000 0 0 00 cmo 7700000 >c 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0() 00 0 0 k. 0()C 0 00 00 0 0 0O •I.I•I•I•I•I•MOB I•I•I•Z•I•I•] SEE DETAIL A CONNECT TO BUILDING FIRE ALARM ELECT2ICAL LAY -UT ARM 3ELnw CIELI\G LnYnuT ELECTRICAL LEGEND DETECTOR'S MOUNTS TO A 4 SQ. DEEP BOX WITH 3-0 PLASTER RING OR A 4" OCTAGON BOX WIRING IS CLASS "B" TWO WIRE FROM "LOOP" IN MAIN PANEL. DETECTOR SHALL NOT BE MOUNTED WITHIN 3 FEET OF SUPPLY AIR REGISTERS HORN STROBE MOUNTS TO 4 SQ. DEEP BOX OR T W ❑ GANG PLASTER RING. WIRING IS CLASS "B" TWO WIRE WITH END OF LINE RESIST❑R. DISCHARGE STROBE MOUNTS TO A 4 SQ, DEEP BOX OR TWO GANG PLASTER RING. CLASS "B" TWO WIRE WITH END OF LINE RESISTOR. AGENT RELEASE MODULE MOUNTS TO THE 4-11/16" BOX MOUNTED ON FE -25 CYLINDER. WIRING IS CLASS "B" TWD WIRE WITH END OF LINE RESISTOR. MOUNT 4 SQ. DEEP BOX NEXT TO FM -200 CYLINDER, FLEX WHIP TO 4-11/16" BOX. 0 ABORT STATI❑N - MOUNTS TO A 4 SQ, DEEP BOX WITH DOUBLE GANG RING ® MANUAL RELEASE - MOUNTS TO A 4 SQ, DEEP BOX WITH DOUBLE GANG RING 1 , HORN SEQUENCE FIRE LEVEL 1 SLOW FIRE LEVEL 2 FAST s. RELEASE STEADY . WIRE GUIDE A = 2#16 AUX POWER (RED/BLACK) B = 2#16 SLC LOOP (YELLOW/BLUE) C = 2#16 NAC CKT.1 (ORANGE/BROWN) D = 2#16 SCM NAC CKTVIOLET/GRAY E = 2#16 SCM NAC CKT VIOLET/GRAY ALL WIRE SHALL BE 16 THHN-SOLID D = X#XX \\-WIRE SIZE (AWG) NUMBER OF CONDUCTORS DESIGNATOR WIRE TAG DESCRIPTION ac N 1, V i l T 1 cc/ 0-4 cc C /+� v% 1.4 Pmq cr z 0 tn 5 SUBMITTAL DRAWING J J 09-27-08 0 DWG BY: LC ENG BY: LC CHK BY: LC APP BY: LC SCALE: 1 /8" = 1' DRAWING NUMBER: 09-200-002 2 0F 4 DATE: 09-27-08 PAGE: FP -1 0'-6" 2" 4'-5 7 16" 2" 3'-0" SCALE: N.T.S. CONTAINER P1000 UNISTRUT CHANNEL IAOUNIINO STRAP UNISTRUT NUT, BOLT AND WASHER MOUNTING STRAP DETAIL UNISTRUT P -; ECARO-25 PIPING NOZZLE 0 0 TYPICAL CEILING MOUNTED NOZZLE DETAIL MOUNTING SURFACE 4 SQUARE ELECTRICAL BOX ARM '—" CONDUIT RCM AGENT \ TANK DEVICE/TANK DETAIL N,T,S, FLEX. CONDUIT 4X11 ELECTRICAL BOX ALL PIPING LENGTHS SHOWN ARE APPROXIMATION, ACTUAL LENGTHS TO BE DETERMINED IN THE FIELD. 3/4" PLYWOOD FOR ADDITIONAL TANK SUPPORT. CONTACT WESTFIRE TO VERIFY IF THE PLYWOOD IS REQUIRED. 24.00" 70.00" FIKE TANK PART NO. 70-157 1000 POUND STORAGE CONTAINER 698 LBS. 2" NOZZLE 102 0'-6' NOZZLE LIST NOZZLE NUMBER PART NUMBER NOZZLE SIZE NOZZLE TYPE DRILL DIAMETER 101 80-050-6094 2"—SCH40 180° 0.6094 in. 102 80-050-6094 2"—SCH40 180° 0.6094 in. 103 80-050-5781 2"—SCH40 180° 0.5781 in. P 04 80-050-5781 2"—SCH40 180° 0.5781 in ASSEMBLY ALLEN SCREW TYP.4 PLACES —� 0 0 O AGENT NOZZLE NOZZLE DETAIL 3/4" PLYWOOD FOR ADDITIONAL TANK SUPPORT. CONTACT WESTFIRE TO VERIFY IF THE PLYWOOD IS REQUIRED. 70.00" 24.00" la= D FIKE TANK PART NO. 70-157 1000 POUND STORAGE CONTAINER 698 LBS. (NOT TO SCALE) MANY NOZZLES LOOK THE SAME. ALWAYS VERIFY THE NOZZLE IDENTIFICATION NUMBER (STAMPED ON THE CLOSED END OF THE NOZZLE) MATCH THE NOZZLE PART NUMBER LISTED ON THE SYSTEM INSTALLATION PLANS. ALL NOZZLES LOCATIONS SHOULD BE WITHIN 1'-0" OF THEIR INTENDED LOCATIONS ON THE SYSTEM PLANS. R 180° NOZZLE R 360° NOZZLE NOZZLE AREA COVERAGE 1/2" — 2" NOZZLES NOZZLE TYPE RADIUS "R" DIMENSION CEILING HEIGHT RANGE 180° 45'-8" 1' TO 16' 360° 29'-8" 1' TO 16' 3'-0" 2" SCALE: N.T.S. FE -25 0 L� w C 00 00 00 •I•I•I•I•I•I•I•I•I•I•I•I•I•I•I•] 00 0 CI 0 00 00 000.0 00 0 • •• •• •• 00 0 0 0 0 0 U 0(1 00 00 00 00 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 00 00 00 00 00 00 00 00 0 0 00 00 U(J re FE -25 00 00 U0 0 0U U0 0 U 0 0 0 0 0 0 0 0U 0U 0() 00 0 0 00 00 00 00 00 00 00 0Cy 0 00 0U 0 0 00 00 0 0 0 0 O 0 0O 0 SCALE: 1 /8" = 1' PIP- LAY UT 0 0 NOZZLE 104 oc Dorno LU I O I?Oro- O = N W rij1- 0 NLZQ. N Y / PROVIDENCE HEALTH SERVICES F-�-1 0 11 LCD CO CC) CO SEATTLE, WA r 0 cr SUBMITTAL DRAWING 0 -J 0 J 09-27-08 0 SUPPRESSION DWG BY: LC ENG BY: LC CHK BY: LC APP BY: LC SCALE: AS NOTED DRAWING NUMBER: 09-200-002 OF DATE: 09-27-08 PAGE: FP -2 • CONNECTION TO CUSTOMER NETWORK ETHERNET TB -1 Host in TB -2 Console TB -3 Modem DANWELL IT PROCore TB -4 CYNet CONNECTION TO CUSTOMER NETWORK CUSTOMER SUPPLY 000 000 000 000 ix G TI Rx G Tx Rx G Tx Rx G Tx 5VDC Power Su•-ly TB -4 Power in 0 0 AGENT RELEASE MODULE 24VDC 24VDC 24VDC 24VDC AGENT RELEASE ,a® MODULE �.��� 39K EOL 39K EOL 110 VESDA Laser PLUS VESDA ARM 10-1832 ARM 10-1832 MANUAL PULL TYP. OF 2 TO THE MAIN BUILDING FIRE _ ALARM CONTROL PANEL (BY OTHERS) EPO PANEL STATUS SIGNAL TROUBLE CONDITION ALARM CONDITION ABORT TYP. OF 2 E9�L MAINTENANCE SWITCH RELAY MODULE TYP. OF 3 39K EOL vw 39K EOL 10 24VDC 24VDC C> P2 0 • C NC NO Alarm SUPERVISORYI CTROUBLE P3 • • 00 00 l COMPUTER PHOTOELECTRIC SMOKE SENSOR '4 P5 00 00 VESDA 00 00 eerlpherals (e32) • • • • • + - SHLD + DACT (485)Perlphera, s P6 P7 MINI -MODULE 55-045 0 0 00 MINI -MODULE 55-045 O 0 G 00 MINI -MODULE 55-045 p 0 55-043 ga I' '++e'l e RCM 55-052 $a 1"e@e,l l_ RCM 55-052 gda I"$eeml J SCM 55-042 g 1..04611L 0 • • • • • • • + - SHLD �Resettable Aux Out + - SHLD + - SHLD Auxlillary Outputs 0 0 J .a d In L L P8 P9 AC POWER ALARM TROUBLE SUPERVISORY SILENCE 0 0 0 0 0 STEP SUPERV CU 0. 0 4 d b L a 0 • • • • EPO PANEL SHUTDOWN RELAY (CONTACTS 5,6) STEP TROUBLE 0 0 0 0 0 PRE -DISCHARGE RELEASE RELEASE -DISABLED ABORT GROUND FAULT DRILL ACKNOWLEDGE RELEASE STROBES ENTER Battery? use 15A F1 ESCAPE V AC Fuse 15A, BATTERY - (1 2VDC) BATTERY - (1 2VDC) 120V SHALL BE ON A DEDICATED BRANCH CIRCUIT AND CONNECTIONS SHALL BE MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. AND SHOULD BE IDENTIFIED AS FIRE ALARM CIRCUIT CONTROL. SUPPRESSION CONTROL PANEL CHEETAH XI 1.2K EOL EETAH T'SMum TOTAL 1 O011rn 2 DAT 331x,i 1 A inn9a1 o 9.91.61 4,491erl991f9affia1 8 0P, 1.8 14tarri ioslast.1 8 18'84T:S'.S 94.0Y1t mauls 941mt# 1 a ta8larsx* Ptaelaskr ur suASit %mat98.088 3 18i 84140a 9E'.7 ssa,LitLlasas3: (Sail Agars -stag fas 0tz�Cr E At801491?24.7ir lavers«vpai l c8t1 .1 GOVU1 !L LATION WORKSHEET Cloned 0278 A II= A Curml ft rman arum 0200 A a= A 03020 A 0.274:A 0:2E0 Al 2..1M.t A.OL�aR 911A A T01:0 4 800 A 0018111044.i&1800 >; ttio44 s± A arrisiassraIts •04t 4 TURA: A 1013 A AV A starlyjA T7 StiMAIIKKrt SAal...GAS/ .:: 318A Y 2r. 2.0 142 Z.001: rlv.Pd 04911 iii rdk xis !""Tmir8 0431 • WanA '"."7"!".. 8 iltS1 !.• Ore 1siE1 •9 't 0 x 2.020 0t'G - t5. wrr.r- w........n...r .rrfly8C%0 56.�45i5 :.425 -. fiWik ' � 7 9 - ,E&%1�:.. ...- +.... 11 1.48 + • ...ti: 9 i MA. 0 18 4.9Aaa 4.r. 8.020 l8i 6 fitA 9: a• "1400 11424 Itt4t!.. 4 0.18 D '- :0 aft 91 as tSga9'= falltief roA SAS 1 a zrdf. I x 20/182 .. MI 1vh ;► 0. 9 Vit. 11 s 12.r.s = 008(8 W a 0. 1 :p stk. 2 x 0.4E0 Y1.? :; '018 2 at. ''. 1Lerot.M1190 smmer}a.itn194444t4311. a .. Y x' 4 6244401080 Pr8.82 0-80 'l3$8_:Phakd Mad M452,11242 F 2$ ESIT4E082 414/4.8 441445 M€4 ZPIAS9flaSA,APS- ‘04A047 S C;t4 SA041rAit R44 82 0221214 rnrxd '4 R1 is Barr r.0aas ss ssa 1 rf : u.sfeat 1t 883111118130 c 11 24 144,184481041 LA 88024121.. 18 1M1148: 8..881x~ Vii; 1080 = :18.00414A 2 Bit 1sia f loo _ PICTS 126424 I01A 0 20= n 49d9zh Gym Stinny current rsugrecn u W.rerasnf} s 1xu1s1 ,..' sig a;u Sant Ctins A= 1 a. 9u1sxa404 = 181af c wa1Kffifa4t = 0.80 A 31 sl f3¢ 0.000 A 51900 C trallY= ...°•8814 Teal 191414 400 T I1e it? �owlS TO* * EPSMS TERMINAL BLOCK --III CHASSIS GROUND WIRE 0 Go FIELD WIRING CHART 0 N 0 N 0 • O N 0 CO 0 NO 0 0 co rs 0) 0 NO 0 0) °KEN UPS -1 cKr. 30 WHITE 120 VAC 20AMP DEDICATED 0X D EMERGENCY CUSTOMER�POPW�EYR ▪ BUM CLEAN CLEAN AGENT Rum 2ND ALARM RELAY J 1 D CLEAN AGENT --� T RED ▪ DISCHARGE ALARM RELAY V 0 co 02 0 NO 0 CD 0 No CD 0 SL 0 No J N SL N J 41 0 0 co NC,o Co W -P to ELDE E.P.O. PUSH BUTTON T EWE J1113* OF 2 cum EDP -2 :OF6 --I Cr) NC o 0) v 0 co V CO NCO 0) CO 0 Co CO NC 0 N 0 co NC,o GI 0 Co 0 NC 0 0 co -P► cro --I -' (It 1 2ND ALARM RELAY #3 --1 D1ACK J CRU #2 _L 6�dc )2ND ALARM RELAY #4 ° ®udt J CRU #3 1 4431 Rum 1 CRU #ALARM RELAY #5 ___1 2ND ALARM RELAY #6 A cumBUYdt CRU #5 FUTURE 4 ERME BiAac }BLUE BEACON (OPTIONAL) Bllurc 2ND ALARM RELAY #1 IKACK J FE SMOKE DAMPERS RACK }gNRB D ALARM RELAY #2 #1 Off NC N 0 Co 1 euac CRU #8 FUTUR2ND ALARM E Y 0 )" - I CLACK FIRE SMOKE DAMPERS TYP.4 0 NCo 00 N 0 Co N NCwo 41 0 el t71 V C.44 10 8 .¢s 44. N 0 0 C NCO Co w TYP.9 c 2ND ALARM RELAY #8 0 ICED }DISCHARGE ALARM RELAY #1 1 RED UPS #1 1113) DISCHARGE ALARM RELAY #2 RED} UPS #2 Jr RED l DISCHARGE ALARM RELAY #3 11-1 RED UPS 13 FUTURE DISCHARGE ALARM RELAY #4 SPARE DISCHARGE ALARM RELAY #5 SPARE 1 DISCHARGE ALARM RELAY #6 SPARE 1 DISCHARGE ALARM RELAY #7 J SPARE DISCHARGE ALARM RELAY #8. SPARE J SPARE klI 1W111TORING I J SSPAR�. #2 ITPORINCi � EP.O. MONITORING - I T CLEAN AGENT PANEL -L SYSTEM TROUBLE Tj CLEAN AGENT PANEL_ N ONC 0 to oNCo O C O oNCo O C o(0 ONCO O C 0 oNCo o C o V w 8 oNCo O C O o NC,o o C o oNCo ONOO oCo ONOO 0 C 0 J C71 } WIRING TO BE ROUTED IN HIGH VOLTAGE PANDUIT RACEWAY IN EPSMS CONTROL CABINET. HIGH VOLTAGE CONTROL POWER 12AGVI %VIRE 3/4" EMT WIRING 'TO BE ROUTED IN HIGH VOLTAGE PANDUIT RACEWAY IN EPSMS CONTROL CABINET. NOTE INSTALLING CONTRACTOR MUST LABEL ALL WIRES ACCORDING TO EPSIAS TERMINAL BLOCK NUMBERS ON FIELD WIRING CHART it/ LOW VOLTAGE CONTROL POWER 14AGT/ WIRE 3/4" EIAT WIRING 'TO BE ROUTED IN LOW VOLTAGE PANDUIT RACEWAY IN EPSMS CONTROL CABINET. o Z c0 zon- 0.4 11-11 1-4 krDL" E".; F4 co up (14 0 SUBMITTAL DRAWING 09-27-08 ELECTRICA DWG BY: LC ENG BY: LC CIIK BY: LC APP BY: LC SCALE: N.T.S DRAWING NUMBER: 09-200-002 4 0F 4 DATE: 09-27-08 PAGE: SHEET INDEX DWG # DRAWING NAME FA 0.0 LEGEND, B.O.M., AND NOTES FA 0.1 SCOPE OF WORK FA 1.1 1ST FLOOR SLC PLAN FA 1.1.1 RISER ROOM "C" FA 1.2.d 1ST FLOOR NOTIFICATION DEMO FA 1.2 1ST FLOOR NOTIFICATION FA 1.3 UPS BATTERY ROOM VESDA PLAN FA 1.3.1 VESDA ISOMETRICS, CALCS, AND DETAILS FA 2.0 2ND FLOOR SLC PLAN FA 2.0.d 2ND FLOOR NOTIFICATION DEMO FA 2.2 2ND FLOOR NOTIFICATION FA 3.1 3RD FLOOR MECHANICAL SLC PLAN FA 4.1 DETAIL WIRING DIAGRAMS FA 4.2 DETAIL WIRING DIAGRAMS SCOPE OF WORK (SEE SHEET FA 0.1) CEILING (OPEN OR ATC) 6 fR M1TBOTICE Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 b schedule your insp cdons a minimum of : hour innce of the date you want an inspection. 90" O BELLS AN OR VISUAL ONLY DEVICES 80" WARNING SIGN OUTSIDE DOOR DOOR NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION OTHER SWITCHES 48" 0 LCD DISPLAY r 66" 72" CTL PNL OR VESDA RAISED FLOOR TYPICAL EQUIPMENT ELEVATION DETAIL NOT TO SCALE A B C N PN PR PC N PCR R S Q PRE -ACTION SEQUENCE OF OPERATION SMOKE DETECTED BY PRE -ACTION SMOKE OR HEAT DETECTOR PERSONEL OBSERVES FIRE MANUAL PULL STATION ACTIVATED MAIN RELEASING CONTROL PANEL (MRCP) GOES INTO ALARM PRE -ACTION SOLENOID IS ENERGIZED HEAT INCREASES 4, SPRINKLER HEAD FUSES 4, SUPERVISORY AIR IS LOST PRE -ACTION VALVE OPENS HVAC UNITS SHUTDOWN AND FIRE/SMOKE DAMPERS CLOSE WATER FLOWS THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE FIRE ALARM CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD BY ITSELF WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. LEGEND CHEETAH XI OR CLASSIC PANEL DUCT PHOTO SMOKE DETECTOR REMOTE TEST STATION CHEETAH CLASSIC MONITOR MODULE CHEETAH CLASSIC MINI MONITOR MODULE RELAY MODULE FIRE ALARM PULL STATION CHEETAH CLASSIC ADDRESSABLE HEAT DETECTOR CONVENTIONAL 194° HEAT DETECTOR BOOSTER POWER SUPPLY CP-## RTSI FRCM PIIFRCMI R2M F 0'194° FPS# TUKWILA FIRE DEPARTMENT, Please call: 575-440 and give this job No. 01-F-10-0 and exact address for shut. ikmn or restoration approvoll. SIGNAL SENT TO BFAP ENERGIZE HORN/STROBES SIGNAL SENT TO CENTRAL STATION DISPATCHES FIREFIGHTERS 1 Symbol Conductors -- Fire Alarm System 1 #12 single conductor solid 120 vac w/earth ground & dedicated breaker. NEC/(UL) spec's: THHN 2C #18 twisted shielded pair, mid -capacitance fire alarm cable -- EIA -485 loop. NEC/(UL) spec's: FPL - 2C #16 twisted pair, mid -capacitance fire alarm cable -- communications circuit. NEC/(UL) spec's: FPL 2C #14 twisted pair, fire alarm cable -- notification circuit. NEC/(UL) Spec's: FPL 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor -- releasing circuits (clean agent, pre -action). NEC/(UL) specs: THHN 2C #16 twisted pair, mid -capacitance fire alarm cable -- SLC circuit. NEC/(UL) spec's: FPL 1 #14 single conductor -- interlock circuits. NEC/(UL) spec's" THHN This project: 07-1050 INTERNAP 0 CAE Systems requires that all wiring is installed in conduit. 0 Fire/Life Safety System(s) 0 All wiring to be installed in conduit/raceway per NEC and NFPA-72 0 Specific wiring be installed in conduit raceway. Notes: 1. Use specified cable regardless of EMT raceway. 2. FPL (Fire Protection Power Limited) cable must be plenum rated when installed in plenum. 3. Riser cable shall comply with current edition of NFPA-72 for type and method of installation. 4. Use of metal raceway is required for specific portions of this cabling. 5. Compliance with NFPA-72 for penetrations and exposed work is required. 1"} n C SE Without Comment As Noted In Red Per The Attached Letter i nese plans hev then reviewed ny The Tukwila Fire Prevention Bure-?r, ror coy lfc:l1+;afce with current city standards. Acci.4A ^r, : is i,:ibuF.;.:;t to errors and ' omissions which dc dot authorize violations of adopted standards and ordirw,m:es. The responsibility for the adequacy of dE3s4n re';ts totally with the designer, Additions, d-ik ti ns or r€tvisions o these drawings attar this date will void thk;. acceptance Rnd will require a resubmittal of revised drawings for subsequent approval, Final acceptance is subject to field test and inspection bd The Tukwila Fie Prevention Bureau. Date: c6-19 O 2 ------ By: . __ �1.... 4.61.1111 6,1 A , J f)t (( ye wok P. co►' gSo�e r,�;,lm dw� door. 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. MDL EOLR PRZ #-## O VLP# VPS# PHASE QTY NOTE: BILL OF MATERIALS ONLY INCLUDES EQUIPMENT INSTALLED DURING WORK UNDER JOB# 08-1630 08-1630 MATERIAL LIST (B.O.M.) ITEM SYM 1 2 3 PART NUMBER DESCRIPTION MANUFACTURER MOUNTING AFF ABOVE FINISHED FLOOR mA MILLIAMP AH AMP HOUR NAC NOTIFICATION APPLIANCE CIRCUIT AHU 1 .0. - 24 16 60-1028 CHEETAH CLASSIC ADDRESSABLE HEAT DETECTORS FIKE TO 63-1023 2 - - 24 16 63-1023 6" LOW PROFILE DETECTOR BASE FIKE 4" SQ. BACKBOX 3 - 2 2 - UB12120 12V, 12AH BATTERY INTERSTATE - 4 0194° 36 - - 60-007 CONVENTIONAL 194° HEAT DETECTORS FIKE - 5 FRCM 4 6 10 55-031 CHEETAH CLASSIC ADDRESSABLE MONITOR MODULE FIKE 4" SQ. BACKBOX U.L. 6 MFRCM 2 3 4 55-030 CHEETAH CLASSIC MINI ADDRESSABLE MONITOR MODULE FIKE 4" SQ. BACKBOX GND 7 SOM 1 - - 55-021 CHEETAH CLASSIC ADDRESSABLE RELAY MODULE FIKE 4" SQ. BACKBOX 8 - 4 8 63-033 CONVENTIONAL PHOTOELECTRIC DUCT DETECTOR FIKE - OD 9 - - 4 8 02-3724 DUCT DETECTOR SAMPLE TUBE 8'-12' FIKE - 10 F 2 2 2 20-1061 FIRE ALARM PULL STATION FIKE 4" SQ. BACKBOX (CONTAINS MFRCM) 11 R2M - 1 1 55-023 CHEETAH CLASSIC RELAY MODULE FIKE 4" SQ. BACKBOX 12 MDL 1 - - MDL NOTIFICATION APPLIANCE SYNCRONIZATION MODULE NOTIFIER BOX INCLUDED 13 EOLR - 1 1 EOLR-1 24VDC END OF LINE SUPERVISION RELAY NOTIFIER 4" SQ. BACBOX W/ COVER 14 Ag - 4 8 RTS-451KEY KEY OPERATED REMOTE TEST STATION NOTIFIER SINGLE GANG BOX 15KI 4 4 - P2R WALL MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 16 ;o/, - - 4 PC2R CEILING MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 17 VLP# - 1 - VLP-400 VESDA LASER PLUS UNIT W/ 2 LED VISION SYSTEMS - 18 VPS# - 1 - VPS -1000S-120 VESDA POWER SUPPLY UNIT VISION SYSTEMS - 19 - - 2 - VP -P-210 14PC 15' VESDA PVC PIPE VISION SYSTEMS - 20 - - 2 - VP -EC VESDA PVC PIPE END CAP VISION SYSTEMS - 21 - - 12 - VP-ELB-90 VESDA PVC PIPE 900 ELBOW VISION SYSTEMS - 22 - - 6 - VP -COUP VESDA PVC PIPE COUPLING VISION SYSTEMS - 23 FPS# 1 - - FCPS-24 FIELD CHARGING POWER SUPPLY NOTIFIER - NOTIFICATION SYNCRONIZATION MODULE 24V EOL SUPERVISION RELAY ADDRESS PRE -ACTION RISER WALL MOUNT HORN/STROBE CEILING MOUNT HORN/STROBE VESDA LASER PLUS UNIT VESDA POWER SUPPLY BATTERY CALCJ -AT- CLASS LAT CC 0\S D-2 Standby ABBREVIATION LEGEND ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION CHEETAH CLASSIC CONTROLLER AC ALTERNATING CURRENT MRCP MAIN RELEASING CONTROL PANEL AFF ABOVE FINISHED FLOOR mA MILLIAMP AH AMP HOUR NAC NOTIFICATION APPLIANCE CIRCUIT AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD ALM ALARM NTS NOT TO SCALE AWG AMERICAN WIRE GAUGE R REPLACE EXISTING DEVICE BFAP BUILDING FIRE ALARM PANEL ROR RATE OF RISE B.O.M. BILL OF MATERIALS SHP SINGLE HAZARD PANEL C CONDUCTOR SH SHIELDED. CFM CUBIC FEET PER MINUTE SLC SIGNALING LINE CIRCUIT CKT CIRCUIT SUPV SUPERVISORY COM COMMON TRBL TROUBLE E EXISTING TW TWISTED ELR END OF LINE RESISTOR TYP TYPICAL EOL END OF LINE U.L. UNDERWRITER'S LABORATORY FACP FIRE ALARM CONTROL PANEL V VOLTS F.M. FACTORY MUTUAL INSURERS W WATT GND GROUND WP, W/P WEATHER PROOF HVAC HEATING, VENTILATION, & AIR CONDITIONING Alarm NOTE: BATTERY CALCULATIONS REPRESENT SYSTEM CONFIGURATION UPON COMPLETION OF ALL WORK UNDER JOB# 08-1630 Device Quantity Load/ea Load Load/ea Load CHEETAH CLASSIC CONTROLLER 1 0.25000 A 0.25000 A 0.25000 A 0.25000 A FRCM MONITOR MODULE 128 0.00046 A 0.05900 A 0.00046 A 0.05900 A SOM SIGNALLING OUTPUT MODULE 9 0.00032 A 0.00288 A 0.00032 A 0.00288 A SRM SOLENOID RELEASE MODULE 11 0.00027 A 0.00297 A 0.00027 A 0.00297 A R2M DUAL RELAY MODULE 11 0.00054 A 0.00594 A 0.00054 A 0.00594 A THERMAL DETECTOR 252 0.00050 A 0.12600 A 0.00050 A 0.12600 A PHOTO SMOKE DETECTOR 5 0.00050 A 0.00250 A 0.00050 A 0.00250 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 20% Reserve Total Ampere Hours Required Remaining Ampere Hours FILE COPY 5 min (.084) 24 hrs 0.44929 A 17.2 A -H 0.03774 Ampere -Hours 10.7829 Ampere -Hours 10.8206 A -H 2.16412 A -H 12.9847 A -H 4.21530 A -H 0.44929 A BATTERY CALM C- EAT- CLASS LAT CC 0\S D-7 Standby Alarm Device Quantity Load/ea Load Load/ea Load CHEETAH CLASSIC CONTROLLER 1 0.25000 A 0.25000 A 0.25000 A 0.25000 A FRCM MONITOR MODULE 210 0.00046 A 0.09660 A 0.00046 A 0.09660 A SOM SIGNALLING OUTPUT MODULE 15 0.00032 A 0.00480 A 0.00032 A 0.00480 A SRM SOLENOID RELEASE MODULE 12 0.00027 A 0.00324 A 0.00027 A 0.00324 A R2M DUAL RELAY MODULE 11 0.00054 A 0.00594 A 0.00054 A 0.00594 A THERMAL DETECTOR 173 0.00050 A 0.08650 A 0.00050 A 0.08650 A PHOTO SMOKE DETECTOR 33 0.00050 A 0.02640 A 0.00050 A 0.02640 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 20% Reserve Total Ampere Hours Required Remaining Ampere Hours 5 min (.084) 24 hrs 0.46358 A 17.2 A -H 0.03894 Ampere -Hours 11.12592 Ampere -Hours 11.16486 A -H 2.23297 A -H 8.93189 A -H 8.26811 A -H 0.46358 A PAI' AUG 12 2008 Tukwila Fire Z6(90 DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 t� Rg POJECT: PRE -ACTION FIRE ALARM REVISIONS SHEET DESCIPTIO\ LEGEND, B.O.M., AND NOTES SABEY PROVIDENCE w 0 w CC w 0 DESCRIPTION > w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA0.00.dwg FA 010 NOTE: WORK DONE UNDER JOB# 08-1630 IS BEING DONE UNDER 3 PERMITS. THEY ARE DIVIDED UNDER PHASES THROUGHOUT THESE DRAWINGS AS DETAILED BELOW PHASE 1 -SABEY SDC -52 GENERATOR ROOM FLOOR 1 A. PROVIDE CONVENTIONAL 194°F HEAT DETECTORS , FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON STRUCTURAL CEILING. LOCATE TO CORRESPOND WITH BEAM POCKETS. DETECTORS ARE TO BE SUPERVISED, IN GROUPS, BY ADDRESSABLE MODULES. B. PROVIDE HORN/STROBES. OPERATE VIA NEW NAC BOOSTER POWER SUPPLY LOCATED IN UPS/BATT ROOM. C. PROVIDE FIRE ALARM STATIONS AT EXITS. E. TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. F. CONTROL OF FIRE ALARM, PREACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -2 PANEL. 1 �1 .Isl 11. �1111i1 ■ !1 X1711111 Ii .lI111.-.1 1111 1111111111111:11II 11111 i •UII Ir 'iL Il. 111!19•11.10111.11111111111 111'1' UN 101111 111 X11 iuii•i1111 1/1111111 Iiii} Nil I.IUI 1111.IiIiUiiUiUi 11 L111111111111 [I 1 11. NI 11111•11 1111111111:11 wu111mu 1 Ill 11111'11 11111CN1111 i11111111111h INN Inn 110 .0 1111 INN I I1111u1Irl 1.111 1.1111 111 MINIM 111111rm 11111 10111111111111.I1IIUII111111 O 1111 11111111 ml 11 Ialll. 10111 Inn11I111I11111 11111111 111111nn111111wnu1111n1111 SII 11111:111 111101111 IN III 10.111111111111 11111 11111110 NUM ' 111 11115 111110"1110nI1 IT-'. Ild'll li:.l 1 1 minim/ 11u1.1.11111 1111 11� ;u..1.I' 1 iniNIlUi•I1�711 1.1. n 11 MI INI 1111111 PHASE 2 - SABEY SDC -52 UPS/BATTERY ROOM 107 FLOOR 1 A. PROVIDE ADDRESSABLE 135°F HEAT DETECTORS, FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON STRUCTURAL CEILING. LOCATE TO CORRESPOND WITH BEAM POCKETS. B. PROVIDE HORN/STROBES. OPERATE VIA NEW NAC BOOSTER POWER SUPPLY LOCATED IN UPS/BATT ROOM. C. PROVIDE FIRE ALARM STATIONS AT EXITS. E. TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. G. CONTROL OF FIRE ALARM, PRE ACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -2 PANEL. H. VESDA DETECTION IS PROVIDED. WILL BE SUPERVISED TO CP -2 AS SUPERVISORY INPUT. WILL NOT INITIATE PREACTION RELEASE, NOR CAUSE GENERAL FIRE ALARM CONDITION. PHASE 3 - PROVIDENCE SERVER ROOM FLOOR 2 A. PROVIDE ADDRESSABLE HEAT DETECTORS , FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON FINISHED ATC CEILING, NOMINAL SPACING 400 FT2 SENSORS. (NO SUBFLOOR DETECTION PROVIDED) B. PROVIDE HORN/STROBES AND ACQUIRE NAC CIRCUIT FROM EXISTING BOOSTER POWER SUPPLY Illi II111 rr 7...1........ fl' r UI. ° 1117• Il 1111111 4 Ar 11111 I 111N1111 11 .11111 Il WM WI 4111 AI mmmm j 1 I1 I let it 1 lei I .�1�11V1 � 1y �1l Jf i► .^11� _rIr ' 111;1111.411:"111411,_•1111:11;11.12:1•111 II !1..i F7:i 711 !E••••1: ii lIL':I 111!.9111 111 111lr. •111' '! Ilk.,01 er1 ■ 10111'.11 01111 I i■il 11 III! I.0 _ 1111.111 ■:wi . 1 .w':. l 7:11.1 _ 1111.111 ■1■Ill,n1 1111 LINK� .11.y III .T�1 .illll r. 1 rill ■Ili:: '1111 .11 Illi EMill 3 1101151 �1::n : 1 ;7 1 1111 Iidlrrl I : u:R Ill' 1711 1111 l i - I 0III• x,111 i I� luau? .IINI1.I-IIr: .1 In ii - '1111.'91 1.111111 ultirenad■ 1I it v 11:.N1111-0Ir 11.11111111111 1 111.11191 ]I II/ 11111 11 11111■ 1 1: -_.-=a 'ii'l 1 ri all' e. 111 1111:1111 11111 .11111_"'�:m,uo1 ■ Irl: iiiiii!11.==-5rm --3111 1R=C� :F= 111:I1.==aC•lE.:, i11 ml Illi=_ :C 11111111:1.:11111 , - O=--. lulu■I:.:,� Iiiii7nlC1'�:11 1111, �11°I1'mAi�:iii'Iu uiEli_I1.111111!!!I!IIIII11i�illillii!!!!!Illi�;Igiill Ilvlr'y tiM ldr6�.'i '____ _I 1rC fi 11 PES :-..$2_.; :leagr. :11. .. 19-1�1"= ���.qp ' -�:O:r::C i�Y"G�I:� r4 i! "...11\ius1111ssl rmor :..!G11 i:_..__.__G'.__.-.__!I`s!samara11w11!l ini..11.9 1111111 IIIIili7IUIII!liiiiii P$uIii■ 1■iiiiill'i11ii■i■iii■IliIIIlii■iiiul HIM 1111 IillllliilsMi111111!rgiHil IIliiil i.I-1•111111.11i111iilil llliii •..11.11 I......Il..s...:ls....c...s•u•.s•1111ng s1�111111111111ssss111I1111smir mi1111111e omion.mps•••.111gs.l......m ! arum. r..!UUP•!r1..lnus.!nl1;.!U•!s11R•l 11j i, i ! ! !, ! ! 1= � 1, i ! 1 IIHI�11IbIIIl111111l 11111h IIIIIII1111111H!1111111111111111111111ll Willi iiiii 11ii:lte:'i!1i••Uii• 1;11UiiiiriiiiiUUIl'sl;lii ■iiiimiil`■sa!mE iwii!i 1slmmemel,:11r!'lmmumoomm11!■ 11SssmeslliLR11ii! ommo!iii!11silssil� 111111 IIiIIiIUi1IiIiI1Uhi iUIIIIIllI1II1Ii,II1IIIIIIIIIII1!I1!IIIlIF. sins• I.ss•..11..1;..•I.s11.11ss I.•... i•11..sl.l.is..• u••unit.s•11�....nm.ans.•u..•s�17 1111111111111111I1111111i11111111111111P'!1111111111I111I111Iui s.uuuuiu•..■••leri•••sles■■■■■ ri••u••.•11s11••.r■■........s I..r•U..s.111P1'1 ■■■■■■m:■■■i■m■.`II11■II■■1111:■s■■■■ i::■■:■ 11:::■"q■■■■:■ ■■■■■:iii9 111 ■11111111■les11ss.•lel{s i:.11s1111s••.•i7s.■.s.■■■■■■■■■ L'1f....s■■li■.r7s.uU 111 4i IIiHiiiiillllithil IIIIII iIIIII1111111IIldlllllill MINN l ■nn■II■■■■■■.•■'.117■•11...•..■.nsn.11..!11■.snC:17..s....s•.■■■n': 1111 i•iuiiiinin Jain! iuiuiui l�iiiui iiiiiiiiiii�li, itiuu•ii iii, iiihiiiilIlr 1111111111111111111111111111111111■11ssss•i•sns• i!l9i!!! liiiiii inn•.Ilss....11nn•IIr■sii■I1n1.■..P s....11i1..s11ss Kum !moss I..li..num ... uliie.....e.1MCI 1'1ICIU, IHIIIUIIIIII 1111iIll!iIIIIi■ i .s.lir1111s.11s11�11111•II1 IuI11 I111iII1111i1IIIi : ......1!11!!11!0rii!111!!!.11! rd!!! ■ssl!!!UNMAN ls!■■■•l■!!!Ii ! #IIIII 11111 III 'I11III I III III 1111 1 1111 051111 =__:a:m1.i a�li =_-_L..... �:. oa -mmmmmmm1 �•.il 111 1 1 11116:..1 111 IIIA Heli 1rm :um un nun m 1 m w n:_�uuuu 11Y; ,54 - NMN ii'-1111111111111111111111111111:;-1.1111lI 11�!� -II1111111111111' • "7111111111111•UU•Ulii..G :1111irrR !U. ■; ! i' 1¢ II` s1111EM ii......ir1;.Y1�..■s■s■s..! l ow?. !!!!!• '■ ,minmp ■■ ■.. 1111111 -=1 1 Y II :: 1 1':111 1.1 1::1 I �� 1111' t A �)i I =ly- __ -•I II I II. 1.t� 0 U W 0 SCOPE OF WORK 6112.'• ■iiCGlii "911111liiiim • 11ilIi11l1: tali=eielil h s.s.•.IIC■•..s Le .111..N.IINU...r 9■.■.■I.■s■.... 11115101111IN • 111111i�1�i�i11 � 111I1ss_. isms_ 1��1�e1� R�1l�N SABEY PROVIDENCE . co H co z C-4 0 44 CV r lCJ F4 Co EI 1mm'llrosimunonlizal w PROVIDE FIRE ALARM STATIONS AT EXITS. PROVIDE DUCT DETECTORS FOR EACH OF 4 AHU UNIT (8 TOTAL). TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. PROVIDE 3 ADDRESSABLE MODULES TO SUPERVISE FUTURE FM -200 PANEL (PANEL TO BE PROVIDED BY OWNER) CONTROL OF FIRE ALARM, PREACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -7 PANEL. DESCRIPTION / III .�. IF Evil V 11 VV/-\ ILR LGNI\ AHU 5283 TO DP52A • �DDrs21 1 twit °.■7 o urIVV �UrrLT & RETURN DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 2-4-73 I!!!1_Ils I�*i II�1Il1 MEN M111•11141 IMAM IMO= V� I MMO NMI= '1I =NM IIS'=1 ''00 I11■11111 MUM i101 11111/WAI •'&11;11 ILII/ MEMO IOW I11�1III 1-..„1 �I 1ill 111A I MIME ISI MEI .ii11p MN— I._I o OM= 1111111111 io0 -- I ==_i1 00 IIIIMIII 1111111011 1$ II= ISO '10 NM=11NM 11 M Ell UIP___ it oiimo — 11,' .► RISER ROOM " it s 2-4-106 40x48 fw =nriFRcm -N78 MEM ItNI zwaii 11- I Dl • I m mElloWW o , p INIMEJNI r.:1d8W 4o Ell 1S 41 6" CHW & RETU SUPPLY BELO 48x2:DM PENATRATIONS TO F3B23 ON 2ND FLOOR AND FJB33 ON 3RD FLOOR. 48x28 DMG 3,37 FLAGNOTES: 1. DUCT DETECTORS INSTALLED FOR LOCAL SHUTDOWN OF HVAC UNITS. SEE SHEET FA 5.1 FOR WIRING DETAILS. 2. FRCM TO MONITOR DUCT DETECTOR AS A SUPERVISORY SIGNAL. SEE SHEET FA 5.1 FOR WIRING DETAILS. 3. REMOTE TEST STATIONS (4) FOR DUCT DETECTORS. SEE SHEET FA 5.1 FOR DETAILS. 4. FRCM MONITOR MODULES FOR VESDA DETECTOR SIGNALS. SEE SHEET FA 5.1 FOR WIRING DETAILS. 5. SEE SHEETS FA 1.3 AND FA 1.3.1 FOR VESDA PIPE DIMENSIONS AND DETIALS. 6. 24V END OF LINE SUPERVISION RELAY. SEE SHEET FA 5.1 FOR DETAILS. 7. SOM MODULE (LOCATED IN FCPS) TO ACTIVATE NOTIFICATION APPLIANCES IN UPS/BATTERY ROOM, AND GENERATOR ROOM. SEE SHEET FA 1.2 FOR NOTIFICATION APPLIANCE LAYOUT. 8. FRCM TO MONITOR CONVENTIONAL 194°F HEAT DETECTORS IN GENERATOR ROOM. SEE DETAIL ON SHEET FA 5.1. 9. SEE RISER ROOM "C" DETAIL SHOWN ON SHEET FA 1.1.1 FOR REPROGRAMMING INSTRUCTION NOTES ON EXISTING EQUIPMENT AND FJB5 LOCATION. 10. R2M RELAY MODULE TO BE PROGRAMMED AS A RESET DEVICE TO ALLOW RESETTABLE 24VDC POWER TO DUCT DETECTORS. 11. FIRE ALARM PULL STATIONS HAVE MINI FRCM MONITOR MODULES MOUNTED BEHIND THEM. NOTE: ALL WIRING ON THIS SHEET IS INSTALLED IN CONDUIT. lim'1 96x60 SO N ri 2-4-104 ID BADK DRAFT r 'ERS A SOU D ATTE •UATOR. • CHW S & RETUI PP LY N UP NOTE: FCE TO ARRANGE A COORDINATION MEETING WITH MCKINSTRY MECHANICAL TO DETERMINE DETAILED LOCATIONS FOR ALL DUCT DETECTORS vu FUTURE UNIT SUBSTATION *A' I°wA 494* 1 VS -4D w JOB NO 08-1630 DRAWING NO.: 08-1630-FA1.10.dwg UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 SLC SCALE: 1/8" =1' FA 1,1 CCSVA 194° H is vu FUTURE UNIT SUBSTATION *A' I°wA 494* 1 VS -4D w JOB NO 08-1630 DRAWING NO.: 08-1630-FA1.10.dwg UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 SLC SCALE: 1/8" =1' FA 1,1 FLAGNOTES: DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 BACKFLOW BACKFLOW 5-1-10 1. RISER 2-21 SERVES 2ND FLOOR PROVIDENCE SPACE. EXISTING EQUIPMENT MUST BE REPROGRAMMED TO ACTIVATE WITH NEW EQUIPMENT BEING INSTALLED. (PHASE 3 WORK) 2. RISER 2-6 SERVES 1ST FLOOR UPS/BATTERY ROOM. EXISTING EQUIPMENT MUST BE REPROGRAMMED TO ACTIVATE WITH NEW EQUIPMENT BEING INSTALLED. (PHASE 2 WORK) 3. RISER 2-14 SERVES 1ST FLOOR GENERATOR ROOM. EXISTING EQUIPMENT MUST BE REPROGRAMMED TO ACTIVATE WITH NEW EQUIPMENT BEING INSTALLED. (PHASE 1 WORK) 4. FJB5 IS THE ACCESS POINT FOR SLC AND 24VDC RESETTABLE POWER TO ALL NEW DEVICES. (ALL PHASES) 5. THE RISER ACCESS TO OTHER FLOORS IS LOCATED HERE. (ALL PHASES) 2S FRCM JOB V 08-1630 DRAWING NO.: 08-1630-FA1.11.dwg RISER ROOM "C" SLC EQUIPMENT SCALE: 3/4" =1' DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS I I11.4044 � IAltrApp: 0� drier wiltoolorr. A SYNCRONIZATION MODULE IS REQUIRED FOR NOTIFICATION DEVICES. SEE SHEET FA 5.2 FOR WIRING DETAILS. (PHASE 1 WORK) REMAINING BACK BOX FROM REMOVED DEVICE DESCRIBED ON SHEET FA 1.2.d. (PHASE 1 WORK) RELOCATED DEVICE AS DESCRIBED ON SHEET FA 1.2.d. (PHASE 1 WORK) APPROVED BY: RFV # OF SHEETS: 14 NOTE: NOTIFICATION DEVICES ARE WIRED OPEN CABLE AS ALL BUILDING NOTIFICATION IS WIRED. �! I�i��v4 _�.� �/� I ' I ■� _ •— .8x28 ($I iIIII/' IrI�/A�I iI /I/�1i►/� I,yj !Aral //� 1 dIjII ME I.,�ii �BQoQ:.'WdQoQm' ■I , a°Qm' Q°Qm' 11 M3G75 Pa 1' � l j • I■- odo 11001 N II"VA �, III Ijl�SU�I1;IWal Lr.i I I■1 ■ ■ ; IV /16131%11 iIX01 Arempuilirr*A" _E Q pi �4/�li%iIIIX■- IIIIr .t imi‘lin 1� t,■ '.%—/(//IIIMI rwA277474i1W.41:4000 -m461 iiii.....4 �I1SM�B��.•u111111) 11iIII I/ 'ii i -��----'t�1,_'..■I'�■_17lItIIi tjiIl • �r Bl�L1,G � D ■D ��''O' • 3,3 11 III 4 • . 1 4.,_ , AA .444.1 A Ad. r Fitilaiiiirior-,yr- r'' 'V pr 1 ' 10 oi JO Ali 1$ IP re 1 0 Ad ao ,11 0 s0 AA .zi0i0r FE : ° % j� or r j�/'.. �`°' ice'",1 ►,-�►�h, 11 I 0�I ►.1445) ilii.�ii�AKIIII /4I , '.- �r r r DRAFT rii I ► I MINA Iii lira Iii iI'pJ r r . I .a7llimomm � 1 r 96x6► SO � ptiE Plin"wrier.-Tiatillit.: M_L_`..III•- r.----�- v I 1111 l=I� 52A won II,my_ igg,,NI HVS-4A FRONT .r I Mil 1 • r 1 I 1,� �I�"I � FRONT �1 52B ' /1 �Ior + 1 unit.i •�7' IAge,rA4 iv lirt • —,���.►��.mem—meI—�r� 1 0 a_ 0 1ST FLOOR NOTIFICATION SABEY PROVIDENCE w w DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.20.dwg UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 NAC FA 1,2 8 AH 5262 TO DP5 1) 15HP 27 M 1'C 3—#8 #10 r C W SUPPL & RETUR B A G r V I II V I I VV/1 CR Lamr\ AHU 5283 TO DP52A (1) 15HP 27 MC 1"C 3 /8 , 10. "1- 1 • mu_ mii. ri= 1I Mimi' 10 //M1 10 MIMIMIC1Ia11111110 mu EN 1 immom 101 m ."m1lI _ II _ Num 1 ■CNIAII mut op _I/ L1/iim •I Immo larimm 01 moil �I 1 I IIS .i_II op %MI■II►_I 00 UM 10 111•1111114 .,;61 nig 4II J ir �II.IIr ! 11mg! 111111111=1 iEli I` I_il�--,�_II■1 111 1=1 Itl7 l.rivv JUrrLT & RETUR IIIL=!J1111�� 1 NG ANGE 40x48 OOD •600 �• TYP) 8x28 MG ,375 48x48 MIN 111111 PF I► � Eli n� a m d9W 48 48 p ill ior I00 (s) ,...r.) 0 4111 Atm r 48x48 _ J 11111 11 I1 11 IMBP ;! ii !B;IiI1111111PRimniell MBPMBAIIIIIMBMPI1_111 •11 1 liter co " IIi:Ji • ‚UI, CO W 40x30 (4 TYP) 48x28DMG 6,750 11 • __VIUP"lII___J 1 0 11 1-11 ramieII 0 0 co R raw —_ 6" CHW SUPPLY & RETU' N 10 6"0 ELOW 8x28DMv. •,750 Kr SR 48x28 DM 3,37 we . :. AMIN MOM 611x48 �11111 1�/I�/ I 11.11.1 96x60 SOI ND r von• X11.1 52A iP'i! ��■ 111.1 H VS— 4A FRONT 3000 KVA BADK DRAFT NAM"ERS AT SOU D ATTE •UATORS • A 1 D FRONT HVS— 4B 3000 KVA Ili FUTURE UNIT SUBSTATION HVS-4C FRONT 3000 KVA 4411 OIL A FRONT FUTURE UNIT SUBSTATION • H VS -4D • 11 3000 KVA UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 NAC DEMO /8"=1'SCALE: 18" =1' 1 1AI . II 1 cTI ERM#73 or CHW S & RETU' 1 PPLY 'N UP FLAGNOTES: 1. REMOVE DEVICE AND RETAIN WIRE INTEGRITY WITH THE BACK BOX. COVER BACK BOX AND LABEL AS "FPS12 CIRCUIT #4". (PHASE 1 WORK) 2. DEVICE MUST BE RELOCATED DUE TO NEWLY CONSTRUCTED WALL. RELOCATE AS SHOWN. (PHASE 1 WORK) DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 t i is8 Eig VW r POJECT: PRE -ACTION FIRE ALARM REVISIONS 0 0_ () W Cr) 1ST FLOOR NOTIFICATION DEMO SABEY PROVIDENCE 00 00 LLJ PERMIT SET DESCRIPTION L C JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.20DEMO.dwg DEMO FA 1.2,d A401,2,404A....04 i% 1 .PAIA Tr , ➢� �' � � ,gym t 1/011., 006'041 A I Sr -'1 111!I roPer r P A#) A 01 1 40 0 rAWAUMV4VAm �iii—11:mss ►� ►�tsweisr-A r -'4*-9- MIMIC a'1'11l.'rl�1 /I8 /18 �l► i' 1'JIfI / j iiiij j iriir-o r 0 A 0 11 ,JIIl 0 I 111 ,11I Os r Air1 40*, AI 110A 0 1/00 'Poor :IL. •Aliia , -;witiThelimmesm.....A. u-) __, 9 0 0 0 D m m m m m 8 cp 0 0 D 0 Ai Aft Afrjp.fr- r_______. Iii;pm XII ���� ����I-111 TAW, f ,.R Rep mi ii1 i.I • AA. A ri i Hi 6 6, A ` P,2 6 111111 II Iii , dAy Pliorre Atmi 0 0 0 0 CO0 F". 111111 MMINI1111, • II DM 111WMEM MUM dE A 0 0 Elite al 1 T. P, kr ‚ItU'u'i__1UP • 0 9P1II._.iiii 3Nale 3 HOF rr ii 0 MP rip 4rpri 0 AO PO IIIIIIIIMN 0 -H • o i1 --Err FP" 6 111 1 400 1� Al r_ ii .f 111, 10Fr til • 0 0 0 D • 1141.0:61 �MNi\ imml_ tam i:� Ju :11D !i-_ ' AO i1 Wt. IrrA A NA rirlf lk -•i�.r�iirri��r• A re Mred,IWAreAn �'!�I,I or ;wiry pv.;-F-0 Nor • * Ar • * r 00r A UPS/BATTERY ROOM 107 VESDA PIPE LAYOUT SCALE: 1/4" = 1' FLAG NOTES: 1. LAST SAMPLE POINTS TO BEAT 10' AFF FOR SERVICE ACCESS. SEE SHEET FA 1.3.1 FOR PIPE DIMENSIONS AND DETAILS. NOTE: ALL SAMPLE POINTS TO BE DRILLED AT 1/8" PER CALCULATIONS SHOWN ON SHEET FA 1.3.1. u v3D VIED w > ZLP\ D w LRX2B w > F". 111111 MMINI1111, • II DM 111WMEM MUM dE A 0 0 Elite al 1 T. P, kr ‚ItU'u'i__1UP • 0 9P1II._.iiii 3Nale 3 HOF rr ii 0 MP rip 4rpri 0 AO PO IIIIIIIIMN 0 -H • o i1 --Err FP" 6 111 1 400 1� Al r_ ii .f 111, 10Fr til • 0 0 0 D • 1141.0:61 �MNi\ imml_ tam i:� Ju :11D !i-_ ' AO i1 Wt. IrrA A NA rirlf lk -•i�.r�iirri��r• A re Mred,IWAreAn �'!�I,I or ;wiry pv.;-F-0 Nor • * Ar • * r 00r A UPS/BATTERY ROOM 107 VESDA PIPE LAYOUT SCALE: 1/4" = 1' FLAG NOTES: 1. LAST SAMPLE POINTS TO BEAT 10' AFF FOR SERVICE ACCESS. SEE SHEET FA 1.3.1 FOR PIPE DIMENSIONS AND DETAILS. NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 N L-) co 0 a) w z 0 1= U w CC U ry 0 I_ ALARM REVISIONS DESCIPTIO\: LLJ Cf) UPS BATTERY ROOM VESDA PLAN SABEY PROVIDENCE 00 0 w 0 DESCRIPTION L CL JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.30.dwg FA 1.3 NOTE: ALL SAMPLE POINTS TO BE DRILLED AT 1/8" PER CALCULATIONS SHOWN ON SHEET FA 1.3.1. NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 N L-) co 0 a) w z 0 1= U w CC U ry 0 I_ ALARM REVISIONS DESCIPTIO\: LLJ Cf) UPS BATTERY ROOM VESDA PLAN SABEY PROVIDENCE 00 0 w 0 DESCRIPTION L CL JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.30.dwg FA 1.3 EL -90 ELBOW - CEILING SLAB 3/4" CPVC SAMPLE POINT TYPICAL SMOOTH CEILING PIPING END CAP SAMPLE POINT NOT TO SCALE LAST SAMPLE POINT DETAIL W/ ELBOW NOT TO SCALE 3/4" CPVC SAMPLE POINT DRILLED AS NOTED ON ISOMETRIC SAMPLE POINT DETAIL NOT TO SCALE VESDA PIPE 3/4" CONVERSION ADAPTORS DO NOT GLUE ADAPTORS TO MANIFOLD VESDA LASER PLUS PIPE ATTACHMENT NOT TO SCALE EL -90 2-1 0=1/8" 2-1 0=1/8" ®-10'-0" AFF VP 2-9EC 0=1/8" NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. 2-1 PIPE #2 0.1/8" EL -90 EL -90 EL -90 VLP 1 -1 6'-O" AFF EL -90 EL -902-1 0=1 /8" 1-1 0=1/8" (14'-10" EL -90 VP 1-4 0=1/8" 14'-10" PIPE #1 1-8 0=1/8" 14'-10" 1-7 0=1/8" EL -90 ., Y w v � -"Ig."- - Type: VESDA LaserPLUS 1-1 Endcap Usage: Create a Balanced Design Application: Default . Fire Threshold: 0.062%/ft Temperature: 68.0'F Absolute Pressure: 1013.5hPa System Flowrate: 65.01/min Manifold Pressure: 113Pa Total Pipe Length: 290' 9" . Maximum Transport Time: 90sec VESDA Inverted Detector: No System Summary Sector I. 1 2 Pipe length (ft) 143.08 147.67 I. First position (ft) 23.17 26.25 No of Holes 9 9 I 11 IC = C ==OC =D=C Pipe Int. Dia. (in) 0.874 0.874 VESDA PIPE 3/4" CONVERSION ADAPTORS DO NOT GLUE ADAPTORS TO MANIFOLD VESDA LASER PLUS PIPE ATTACHMENT NOT TO SCALE EL -90 2-1 0=1/8" 2-1 0=1/8" ®-10'-0" AFF VP 2-9EC 0=1/8" NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. 2-1 PIPE #2 0.1/8" EL -90 EL -90 EL -90 VLP 1 -1 6'-O" AFF EL -90 EL -902-1 0=1 /8" 1-1 0=1/8" (14'-10" EL -90 VP 1-4 0=1/8" 14'-10" PIPE #1 1-8 0=1/8" 14'-10" 1-7 0=1/8" EL -90 ., Y w v � -"Ig."- VESDA ASPIRATION VESDAASPIRATION CALCULATIONS Type: VESDA LaserPLUS 1-1 Endcap Usage: Create a Balanced Design Application: Default Aspirator Speed: 3000rpm Fire Threshold: 0.062%/ft Temperature: 68.0'F Absolute Pressure: 1013.5hPa System Flowrate: 65.01/min Manifold Pressure: 113Pa Total Pipe Length: 290' 9" Number Of Sample Points: 18 Maximum Transport Time: 90sec Minimum Hole Flow Rate: 2.01/min Inverted Detector: No System Summary Sector 1 2 Pipe length (ft) 143.08 147.67 First position (ft) 23.17 26.25 No of Holes 9 9 Hole Spacing (ft) 14.5,-15.92 4.83,-16.0 Pipe Int. Dia. (in) 0.874 0.874 End Vent Dia.(in) 0.125 0.125 Maximum Time (sec) 62 63 Ambient Press. (Pa) 0 0 Sector Press. (Pa) 113 113 Sector Flow (I/m) 32.7 32.4 Pipe: P-1 Total Pipe Length: 14.3' 1" Ambient Pressure: OPa Sector Pressure: 113Pa Number Of Sample Points: 9 Pipe Flowrate: 32.71/min Section 1 Pipe Diameter. 0.874in Distance Relative Direction Hole Capillary Transport Pressure Flow Flow % Hole Pipe Capillary Intersection 0 Length Time Sensitivity 0 0 Pressure # - ft ft in ft sec Pa I/min %/ft in in Pa - Elbow 11' 11' L - - - - - - - - - - - Elbow 15'11" 4'11" F - - - - - - - - - - 1 Hole 23'2" 7' 3" - 1/8" - 5 98 4.1 12.7 0.974 0.874 - - 2 Hole 38' 14'10" - 1/8" - 8 90 4.0 12.2 1.015 0.874 - - 3 Hole 52'10" 14'10" - 1/8" - 11 83 3.8 11.7 1.056 0.874 - - 4 Hole 68'9" 15'11" - 1/8" - 14 77 3.7 11.3 1.097 0.874 - - - Elbow 69'1" 4" L - - - - - - - - - - - Elbow 82'11" 13'10" B - - - - - - - - - - 5 Hole 83'3" 4" - 1/8" - 18 71 3.5 10.9 1.137 0.874 - - 6 Hole 99'2" 15' 1 1 " - 1/8" - 24 67 3.4 10.5 1.173 0.874 - - 7 Hole 114' 14'10" - 1/8" - 31 64 3.4 10.3 1.202 0.874 - - 8 Hole 128'10" 14'10" - 1/8" - 42 61 3.3 10.1 1.225 0.874 - - - Elbow 136'1" 7'3" D - - - - - - - - - - 9 Endcap 143'1" 7' - 1/8" - 62 60 3.4 10.5 1.173 0.874 - - Pipe: P-2 Total Pipe Length: 147' 8" Ambient Pressure: OPa Sector Pressure: 113Pa Number Of Sample Points: 9 Pipe Flowrate: 32.4/min Section 1 Pipe Diameter 0.874in Distance Relative Direction Hole Capillary Transport Pressure Flow Flow % Hole Pipe Capillary Intersection 0 Length Time Sensitivity 0 0 Pressure # - ft ft in ft sec Pa I/min %/ft in in Pa - Elbow 11' 11' R - - - - - - - - - - - Elbow 19' 8' F - - - - - - - - - - 1 Hole 26'3" 7' 3" - 1/8" - 5 98 4.1 12.7 0.974 0.874 - - 2 Hole 41'1" 14'10" - 1/8" - 8 90 4.0 12.2 1.015 0.874 - - 3 Hole 55'11" 14'10" - 1/8" - 11 83 3.8 11.7 1.056 0.874 - - 4 Hole 71'10" 15'11" - 1/8" - 14 77 3.7 11.3 1.097 0.874 - - - Elbow 72'2" 4" R - - - - - - - - - - - Elbow 87'6" 13'10" B - - - - - - - - - - 5 Hole 87'10" 4" - 1/8" - 18 71 3.5 10.9 1.137 0.874 - - 6 Hole 103'9" 15' 1 1 " - 1/8" - 24 67 3.4 10.5 1.173 0.874 - - 7 Hole 1 18'7" 14'10" - 1/8" - 31 64 3.4 10.3 1.202 0.874 - - 8 Hole 133'5" 14'10" - 1/8" - 42 61 3.3 10.1 1.225 0.874 - - - Elbow 140'8" 7'3" D - - - - - - - - - - 9 Endcap 151'8" 7' - 1/8" - 63 58 3.4 10.5 1.187 0.874 - - DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 W r POJECT: PRE -ACTION FIRE ALARM REVISIONS DESCIPTIO\: VESDA ISOMETRICS, CALCS, AND DETAILS SABEY PROVIDENCE C --;c0 CO H .44 r1 r CO 5 CO El Y✓ CO w Q ao 0 PERMIT SET DESCRIPTION EL -90 U 0=1/8" JOB NO.: 08-1630 UPS/BATTERY ROOM 107 VESDA ISOMETRIC NOT TO SCALE DRAWING NO.: 08-1630-FA1.31.dwg FA 1.3.1 DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 FLAGNOTES: 1. REMOVE DEVICE AND RETAIN WIRE INTEGRITY WITH THE BACK BOX. COVER BACK BOX AND LABEL AS "FPS14 CIRCUIT #3". (PHASE 3 WORK) 2. DEVICE MUST BE RELOCATED DUE TO NEWLY CONSTRUCTED WALL. RELOCATE AS SHOWN. (PHASE 3 WORK) PROVIDENCE SERVER ROOM NAC DEMO SCALE: 1 /8" = 1' JOB NO.: DRAWING NO.: 08-1630-FA2.00DEMO.dwg DEMO FA 2.01d FLAGNOTES: DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 ■1.141■■\1nI1111■111111■11111;:::1■III■I,I/■■■■■■■1■1■■■1■■■■■■■11I1■■i■■■■■1■11 11 1 1 1 � ►y 111!111/111111111111111:::: X111 111111�1111�1�111111111111, .111111/111111..1111111 ■1■1111■1■111■1■1111111::; I�!11 IIICI........I1..M.�11.. I►..II -_;■1■I�il■1■1�1■1■1■IiE11�1■1■1�1■I��ii11■1■11 �� ► . ° ■■I 1111:11111��1 III 11111111■��121■■■■■■■■ 11;��1■■1■■ cr_.rrn.I-___IY.•i ____.p� t___-...-r...-CT�RT_f______-..-_______.C�.�r.r>r.\\---_ MININNIMIN flM'ees MP. NM &V MM. IMMUMME ME MV INER 11111 Ii■■■■■■■■■■■1=11■ =.:1::11.1::=:.1.11:,=.1■1■II;1 �.� I°��'� -\ '•-, 1■�■■11110111111111`■■■IIIii11■1■��, I� 1. ACQUIRE CP -7 SLC -3 FROM THIS RISER, AND PULL IT OVER TO FJB23 TO CONNECT THE DEVICES ON THIS FLOOR. (PHASE 3 WORK) 2. FRCM MONITOR MODULES TO FACILITATE FUTURE CLEAN AGENT RELEASING CONTROL PANEL INSTALLATION. LOCATION TO BE APPROVED BY OWNER BEFORE INSTALLATION. (PHASE 3 WORK) 3. PULL STATIONS CONTAIN MINI FRCM MONITOR MODULES. (PHASE 3 WORK) ■iiiIIlli■ililil�1■iiiiII■1�=.� ll■■■>:�:1■■1 �.::_ ■1■Iii1==. it III■■■■lIE:11iini 111■1111 I■■I►1■1 111111.1111111111111111_2111 I■■■ = =!P!UI I!UI!P!!!!!!!lHllI II!HI!!!PP 111 ■1■■III■IIIlil1■Il11■1111:= Illi ==11111==I■■■I►I=::.1111III■■■■■IIN■■IIIIii■■■IIliiiiii ■■■1Ili■■■■111111■II■■II■ 11111 1■■1== ■1.11 1111 11111■M111■■■■■■1■■1P111111 ■■■III■■■iiiiii■■■II■■111:::= I:]ilI '=.:11.1:1:'=■■■I:;1='iiiiiiiii■■iiiiiI■■■■IiIIIIIII■■■■■ ■■■■I ■■Ii111111■■I■■I■I I■■1:1111: ■■■11 ■■■■IIiiiii■I 1111111■111111■111■ -_._-\_-_--__%___I_,_______________________-________■__I■I■1■111.1/1..1■1111:1111■1■0111I1■■■■■11■■■■■■1/1■IIII■■1■I ■■■C17■ 11 iiiiii 1111■ILi -::_ ►�,i■i1 iiiIRS =I■ 111■ iiiiiM i iiiitNii■■■■ 111■1_iliii i1■ -GTrIn,I__I_-______ ---.____...�-___I�.•d____!..•t_—___•.•O-Grr..f�II—_____-.-_______ .___�\rm-.______ ��:u19 F�ii �� r,�a�L7 11 E�Qi� 'll 1■■■■II■■■■■■■■■■I■IIIII .:::.i■■11 1■■1 `=:111■11=. `■■■IIIIii111111■■■■■ :__I .. I■ Innigiiiiiiiiiiiiiiiii111111:: DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 1111111111111111 1711111•11MRIINNIMINNEii:i —■■■■■■'_■■■1■ motai ;1■Itlw y w f�w�11�■ M111.1 .110.111 A■• MEM •❖ :�!■■::, �:Ili•r1i`b'":::�,IirYi`ilWiiii■�� 11■ ■I ACQUIRE NOTIFICATION CIRCUIT FROM FPS7A OUTPUT 3. (PHASE 3 WORK) REMAINING BACK BOX FROM REMOVED DEVICE DESCRIBED ON SHEET FA 2.2.d. (PHASE 3 WORK) RELOCATED DEVICE AS DESCRIBED ON SHEET FA 2.2.d. (PHASE 3 WORK) �■■■IIS■...■1111::�iW ;::1,._.. :•:, Phi .177'4 I�1�1�!■■■■ I - - r'� 1/ 11. IIIA ICSmen r-_lmmo __■i__ Ji■n. /r Anprir JEN I MOM �■ ■■■■)j�110����II11 r I11/ ►/ ��r,, �IIii-I■0► •I " ■fir■"■■1■� I,� ror gi ■■■MME :NIEL■■111 I I I 1�==1■11::.11■ =1■ ■11■■111 I ■..■1111■ 111! ■Ii� ■■■` �I■ a■ ��•'"�1■■is■mil ■„■11�■ A III r •:',ice■�:::•o®w� _ ::����►,��■ ANN � �� �-� � � � .... ..:::.:.:...- .- �-.--.-._.I,.♦pp,.p ..eeeee�- e_.,e. e.. .::•:..s:.:.:e•:♦ze•: . —m��■■■ _ 1 111N11111111■■■11r1 ■ ■umanau�0I 01 �I II0/ 1111■.:. ido "-A di....-SCAL A .: a.......::....::.;.❖ •.•ra..v.�.'..!•_s.;..�.•._._...:.:�::.z✓,.:._!.:._s an ❖.•�.�.�: ❖:.or.❖. ❖.•....•.•.•.o- - - - - - - ...❖a.. . �r I I 1111n1 1■1■■■1■■��■11■■■■■■E,%1■■■■■I �� �� - ■■■■■1■■■1■11111IC����IlIMfir ■■■■■■■■`■■■■■■�ri' /II '� , 'I�:1'� /�� i .11 illikiliMEMINE Ar riere.turr II Mir �i', 1111■ Adr --- _—_—■IIID-� 1 . .. i� _ - �-.SMI I_ --__--u ■1�__—_-- ie �nlAr LJ - . _ - - -- -- -• '� I''� I ^.J' - - _ .ate /'� _ ��_ . I�7 I'.1� I'��r'�� iLJI�� �-�-�r-- �".I' /'� .� ��r��r�►� �� r�� mss,. .�+ � �������������� _—.l J. �--__��-_-___rte--��—_... --- .- ,,, ,. II1.HH1H// %H Avistontiotto 0 IZ fY Cf) 0 W W 2ND FLOOR NOTIFICATION Aiiimwdenwrimienow �,r W���i►��i�/ ��.--- %, ►.�` i/i��_!�/ i�iii'Am!Ipor Apr %!� . .� �///%Ir Ard /I% /l A i L -I i i/I� , ♦ i i i 1':►%%%Jd%/r%/%i %/Adri/ %'// jai pp IP- Efarti,pir 4"" -Ir" VAMW#ridr ZrAPPIglar :LIMY AT 41:44.10, limanwagio ramp -P- cm A A Offlirjr Arm" Arrmor_�' SII , %�iii�=1 �II.•r�1•�l 1Vm moU%/I%////� /i_ orwAmoral- 7 %I�Iri��il Arm nrAfferwArortilimepr Adra r AMC V- lAr Arzie- Amway ...AmErroir.e.rearar /1 )r'/r_ ArJ/, �//iI/i'i'�,I/. / i z v z / i V AMR MIrgAill r Are AlrhirIMIFI'MANT AO :`,=1: !:' :1I%%%/I%%% % Agape- Fart ilird r1 rOl = '� rrai rr.it ire -..... Ar Arreir7rdamwerri,iirraraiv-gwimrt %,�i�s►ii��i�IJr�'.�.ie� �''i�,►�?iii S��i'..v�.ii�' topirre Wee.' ir Ake_ ��� r9/��r�...�ac�%_�rc.��ct�►��►ccn ���%/%�..m. &Y�1I///Iro_-T=r=1�7/w/IY. I AParilVAKIIII/OrP—FA12,05,1V" i for Epp/// 44 'tsolosimr A. ”raccei IrrA. (_7Adhlr `_"1-1111110 AlArAIMIKir PS7 err MIIIIIIIPAIW SABEY PROVIDENCE E-; D.) 00 zO) 44 tr9 CYD E-1 w D PROVIDENCE SERVER ROOM NAC SCALE: 1 /8" =1' DESCRIPTION w JOB NO.: DRAWING NO.: 08-1630-FA2.20.dwg ISerr- _..� lirArA014'• 'li I Irl I�III.�%II it II�iII�'I�IIII�'��illll Ili miral h., Illil r...II�Iar I�.i II!p.�,a �� IIFIr' v4ll�iwl�... I�IL'%IIIIII�iJ:�% I�lI-iiIflIMMI ll �I'IrI !/ IlIIII� 1111/;/.Ip1ll1UKFAMIP �II� ilW4illll��,lill/ /III LIIIl:luIVAFA j dl lIILIrdirdi lw1 . li/Il,/Iq II r=:ill/ III/l�o%iwAIA�►rAi __l ACQUIRE CP -7 SLC -4 FROM THIS RISER, AND PULL IT OVER TO FJB TO CONNECT THE DEVICES ON T 1� r IIS /I��=�► I��i��� �� r. jl' ► ►� r i• � `�i A!1rdrtgAw�ir� _: �i►r!Ii2 _fi Alii I r 4 A. Ail ; / � �,� I',/ �',�,�1 _-.SLI . �// III/ * r ��'/A%IA/• Naar wir _ w Aar •-III Apw_ri ' poi I // I �'y4,41lNrWrl/%r tIIICI1714�I%/i/AM ►I pAz ii/I/'pAh. 4i//.�/PA►_ ANVANI/'►�//. /L►�%r� ILIIra//Aim lI I�I �I�� ' /iLf�l �� / � r ' II���� �(' 11 l ' r� I �1 '.J►�'�/�fi//.`�J%/%///.//MBNI/.//U,RFATM_Jin i 1 //Ire �liv�//p�-�' r_,, ,,. ,F,..01; � ' I � r / ' I / I r �./ . 41,1kALE II�/I�cri��I ��JI� -� �./��L��'�ilri/.,%/AgoeAr//%//%.///.Wrirfi/rAiK//vk ,kg AP • ' I ►. / 1//.%/U/..///./%///.�%%////.///.r//_/.�;///.///Iripimm/preiv,,w,Art-,!r,-4,,rowr-wAmr-w,AmAlI ►►-sir / �►-�� � �Ir �� I I,/...�►�/ I,��. I►� / Ili... / '//I/ r /I///L J/ Mtair//iKNO ]////// II//. 0104 1 / L. . -- Ilk_ ' .ill I : I %� .��IIr I II� /I II �� ► � , • � . . _ / � .. .:7 �_.th I► �r :.p ""® I ;a.�� r ■n � � ► clot► ;.n ������' �' �"/,1'�.„ i..ii1 1 I I ►' I t I �Pior-4-4,1:011 7��R2M RELAY MODULE TO BE 1'' �,I/) 11' I 'I ' �1-��' �' '���� / r/ �`.+--�iiliil��ii�� iii �.�iiiii�, ��i iu�, „ , � / II /I O �2�i����lPi--P/I���4`►./7"O���AL'ZA�11����0 :ffir �I i//` 3 i 41PROGRAMMED ASA RESET DEVIL( -__TO ALLOW RESETTABLE 24VDC��� �iff6:i1I r / ' I I I / "NNE I�%/ISI/II//I�l�j�� 1�!� POWER TO DUCT DETECTORS. �I / ►� �PArlmir' i1!VW,A % /. /. ���� � / /. �I,�//./////�. 1►� __;y PHASE 3 WORK)� _ r-- -- r--- ' - — I I R.., REMOTE TEST STATIONS (8) FOR km' . ; �iIi'i'I�ri �/�IL�Ii/i'I��r•I��I �l��li/���VA� //.////�i FOR DETAILS. (PHASE 3 WORK) ( ��!!—r-' —_, I ��—;�� /!-- � ��— Iw�l��' DUCT DETECTORS INSTALLED FO ' 1 �l/�`�'i'�L!!.i1�I !!'_�.'://�/LLC'�7 I �ifll'ii'/III'I I�I����..�.�.} L.. it l r� I ii,�4q it LOCAL SHUTDOWN OF HVAC UNIT. 1 �11 I ' ``lirrA I%DETAILS. (PHASE 3 WORK) rAlorr �I/Lr Lir��/I/%I/O.-II/ !II/''.�IIirdwwA/%,�,��, I I„I-�` �I/o SEE SHEET FA 5.1 FOR WIRING I !_v%���I���w�'������III►��I/////II//►//.%�I�%/�►I//II►.%/II//'►v//I' I� r ►t, REALY. SEE SHEET FA 5.1 FOR 24V END OF LINE SUPERVISION 1 = IN. Tir '' I '1ZhI ► IIiZ4'I/ �v FIs! 11 / ► _ / Iai,%� %�'1 _. DETAILS. (PHASE 3 WORK)' !twirl , ,m, L/� ratretArAtrea "/11/I�.��r.'ItI/I '��/I I , II” �" III �" ' I/' / �' Ali�� �'I �1./�1J�1J��'l►///./.% Vita=%/rri7411IDi.11:011//L%/rAr4er _�.,/////.�. �--���I�1�����//��1���rc��I%/%���--- %I,�'� s�, i.���� I ,. 1��__II—II�—�L—_J_ I�����i■ill I ' I I '' ��' I !��///�1 /� ��� 1�/1/%1�iit�"r=te 1 I—=��i .� -= __ . �_..� m,.. _I i ..� �.-- .1��i ....._- ���/�e__J! III /�I � ...., , :ALL IRING ON THIS SHEET ' , ► ®�' .-�iiWiiiii. iiia► iP/3iiiPiii. =pi ,' IAVAVAWAVL� .iiia.+ Ilj k411E&2-/r %//�E�. INST LLED IN PAI j �� // WV.WARIWAS //jII �/� �I �I ��I,l' ����.rt,�1 ��A I♦ /Lig r ►i I 7 �Ii, r ill " I ' I I' I ''► -' I 711141/7KAilr All►.:: 7_ r.� ��� ,i.,' I� ��AVAN ��������������� ���r1����. ffAA ������7�I���,��Irt�r�� :72Alt �AM I 11 ���I Pir 1 inikelleMWillreggrIMOMMIgrilMVAA ArFlilMilriffrrrr/AllwAl hgralgOVATWANFOreAlir Alsimmrdrimmiritaill. Ill I .r►��_ AlI %r- • I�i�l%/m `.►Ni����_ AturgriA A urA A ArorpgrA,1 �I %%.VIII►-...41IAMP! I-��"�I- i► �` -. �,� 412,..m. r. irmw r A AM 'I ®,i II�� rArar., L/7-41► - LIiarAAl..1,A �/�� I �•I//AO A._1,AiS AIM= AirE71 I %) 1 ��I►rw—Ar���►ter— l --.'I ��i- � iiii►Ii�__� Iii.► � �I �, w��iiii�wr�iiii�i��iiiiii�iri�Iiii�i �i�iii r i !- 11 AA, _ A__ ACIMEN/ ' A ------I �------------------�%. I�®i;' Army . w At 1-�-�--�IL 7-II--IIM AML �-MV-MO--1G `at AMI-I�-I �-� „-.I L iir �����������������������������Pr %I/r///%/I/r/II//II//�%%///%/�Ir/II/% I/rte//II/�%�/� r.►�ii�IJ r/rJ//III , . Mall ill//� PriPlearr_.,��1 ____ .3� ', �A ����� ��/,ems - _ --, �. - '•���� � I-•iiiiiiiiiiAriiiiArAlito , % I o %i Ir.��l�s /% / ► refit ����%1r r , 0 l%'//,rl�iii iri iiia --►� ! ► II►�� -� _._ - I .11 killAttirirraWir.S41T1*-44410: � ♦, ����I//II//.'i�///I�I►r_�/.��,:: 0 I ►I I ;iA. �I �1,4I� i r rsi I I ! I _/ ____ o-w'M»W YWt -. . MPIMINW2 6^' MNi*' kluu0�3�Y4WARYA hV"�T fi�.M"uJl'Wr'M ©Y e'uX 'R , ' `,iv�MNkt0.. RNwi 9Fe5tiMr'.n+lxe+uWn aan+eM�?fm vmawdmasuiw�§kY A'mw^.0 .�m:1vs a:` RTS RTS RT10P" Ati Lar :AMY MerAMMORSEI PrdOMPIE1.111 Abi A A ti MilM11110,1114 TRT 2S, 2PN grAIME1111111 / '������'�������/�►`���`��`�/L� ���--_ 4PR , .Iii! .� ►/ ■►�� ,SPR 4PR IWA: SWAMI, MEM 4r I'���" ARE IOW"' 1��>� _ ■ DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 AHU 52B1 EQUIPMENT LI TO 52L4B 120V 20A NOTE: FCE TO AR NGE A COORDINATION MEE ING WITH MCKINSTRY MECHA ICAL TO DETERMINE DETAILED OCATIONS FOR ALL DUCT DET: CTORS 3RD FLOOR MECHANICAL UNITS FOR 2ND FLOOR SERVER ROOM NO WORK ON THIS SHEET. FOR REFERENCE ONLY. SCALE: 1/8" = 1' SLC(IN - SLC(IN +) SLC (- OUT TO NEXT DEVICE ) SLC (+ OUT TO NEXT DEVICE ) SLC(IN -) S SLC(IN +) S 24VDC (IN + ) 24VDC (IN - ) S S SLC (- OUT TO NEXT DEVICE ) —'~—i SLC (+ OUT TO NEXT DEVICE ) 0 0 0 0 z O O0 Z O 0 W C c D ° l0 0 0 0 X +� r + m + c z O O O O O O 0 O 55-022 SRM REL CKT ( OUT 0 0 -J W S 24VDC(-OUT TO NEXT DEVICE) 24VDC (+ OUT TO NEXT DEVICE ) SLC(IN -) S SLC(IN +) S (FROM FCPS) 24VDC (IN + )s 24VDC (IN - ) O O 010 O O CO CO 01 z"o0 01 Z c -i OC O -4 _N 0) 0 0 N A A O 0 a < < < C C G+ 0 0 .I+zz-i-ci O O O O O O NAC CKT ( OUT 1- 0 0 0 z S SLC (- OUT TO NEXT DEVICE ) SSLC (+ OUT TO NEXT DEVICE ) SLC(IN - SLC(IN + SLC (- OUT TO NEXT DEVICE ) SLC (+ OUT TO NEXT DEVICE ) rao cord, ria "-.4NPj 1 TN -B IN -A b SC - s+ AUX 24VDC POWER BLK FROM LAST DEVICE REQUIRING POWER ELR-1 EOL RELAY —FRCM END OF LINE RELAY 4" SQUARE BOX SLC LOOP FROM PREVIOUS DEVICE /SLC LOOP TO NEXT DEVICE (IF ANY) DETECTOR BASE WIRING DETAIL S.R.M. DETAIL S.O.M./FCPS WIRING DETAIL F.R.C.M. DETAIL 24VDC POWER SUPERVISION RELAY FRCM MONITORING CIRCUIT TO NEXT DEVICE OR ELR yTHE NUT 1 FRCM MONITORING CIRCUIT J FROM PREVIOUS DEVICE OR FRCM PROBE MUST BE COMPLETELY IN THE PROTECTED AREA. SLC(IN +) SLC(IN -) WZ21 CZO-55 O 0 O O 0000 c 0 Z0zznz 0 00000 N N r O O O O O O SLC ( OUT - ) SLC ( OUT + ) + + (TO DUCT DETECTORS) RESETTABLE S j NON- RESETTABLE 194° HEAT DETECTOR DETAIL R2M NORMALLY CLOSED CONTACTS FOR RESETTABLE POWER DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 21p a SHEET DESCIPTIO\: DETAIL WIRING DIAGRAMS SABEY PROVIDENCE H cO co 435C 44 T�n ) EL 01 it;H CO 00 W Q PERMIT SET DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA4.10.dwg FA 4.1 FRCM END OF LINE RELAY d 24VDC S RESETTABLE TO A/C CIRCUIT UNIT w.. 24VDC S STOP RESETTABLE S— .d FRCM SUPERVISION CIRCUIT 90 190 DUCT 14) 24V 25� DETECTOR AO BO Co I'VaouJ 1 I— on4o VAC 90 1st DUCT 14 24V zo DETECTOR AO BO CO v1ACJ 220n40 VAC VLPPS - POWER SUPPLY CC aVR1 o C 0 0 0 0 o o 0 o O + V'NET A SHLD + VNETB X10 LD 21 o 0 0 0 0 o NO NO RELAY 1 RELAY 7 C ISOLATED FIRE2 C NC NC NO NO RELAY 2 RELAY 6 CC NC FAULT MINOR FIRE 1 NC NO NO o 0 0 0 0 o N O O 0 0 o AUX PWR AUX PWR Ci I --- G L N 74.. 0 O O 17 1 N.C. c N.O. N.O. 5 C REMOTE TEST STATION RTS -451 KEY 1 N.C. 5 17 C N.O. > 1 8 N.O. C N.C. REMOTE TEST STATION RTS�51 KEY , + 120 VAC ® TRANSFORMER IIT�y� 15 .C. I ` I • ` 3 I� 15 _"�p.J• I 3 + ®+ Q O ® 2 40 f 2� RESET r + o 0 ® 28 VAC VESDA POWER SUPPLY OUTPUT ) 0 POWER - O RELAY 3 RELAY 5 C C URGENT ACTION O ca + ®+ 0 DESIGNATIONSTO O Q ARE NORMALLY VR2 ENERGIZED TROUBLE 1t� 5 TROUBLE 11 —=0 5 0 _ 0 o X7 POWER \ I� /J / 0 o o NC FAULT NC NO NO RELAY4 GNLP C ALERT INPUT C 0 0 o 3 14 OTfST 3 1460 TEST ,T 0 0 P I 0 8 1 I RL1 ®® 4 CONTACCONTACT 4 X8 NC X5 -BAT + FAUOLT INDICATOR J..T0 00NNECT TO X6 O X12 _C�_____ DEDICATED BRANCH CIRCUIT FOR FIRE ALARM USE FRCM END OF LINE RELAY CLOSEST ALARM CLOSES IN ALARM z I 5 z I 5 Q Q C4 LED OUTPUTS 1 D1 ■ .. NWOMNI D2 ■ ... X20 FRCM SUPERVISION CIRCUIT z Ijl� J.T0VESDADETECTOR J 00 0 — 0 OUT TO NEXT DEVICE) BLUE (IN - )S ` 0 Ca BLUE (- OUT TO NEXT DEVICE)V-PCB-010-00C C2 X17 COc HEAD TERMINATION CARD ` ~ c7 W c 0 , 0 BLUE (IN - )S ,-•,m S BLUE (- "' S S DEVICE) YELLOW ( IN +) S-- —"" S YELLOW ( + OUT TO NEXT DEVICE) YELLOW ( IN +) S YELLOW ( + OUT TO NEXT R1 VAFEO-640 3WOR39J C3 1_ . . 1 I 1 I I I ®C19 VAFEo-64o X1 TO TERMINATION + + 00��0�00 0 0 ,CA(1) 0 0I 3VJOR39J R8 11..0.0.00000. Z Z Q a0 W000?? 0 0 o 2 Z OO Q 00 0 0 0 0?? O 0) 0 12V, 12AH BATTERY 12V, 12AH BATTERY DH 100ACDCLP DUCT DETECTOR/ KEY RESET WIRING DIAGRAM VESDA POWER SUPPLY VPS -100 VESDA LASER PLUS VLP DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 21p a SHEET DESCIPTIO\: DETAIL WIRING DIAGRAMS SABEY PROVIDENCE H cO co 435C 44 T�n ) EL 01 it;H CO 00 W Q PERMIT SET DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA4.10.dwg FA 4.1 9. 1 1 j1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 ( 1 1 1 1 J1 1 1 1 1 j1 1 1 1 1 1 1 1 1 1 1j 1 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 120VAC SYNC MODULE (MDL) 2.2K O-tor0 HORN CTL (-) (+) ZONE 1 ZONE2 (- (+) SLAVE IN a (-) (+) Z1 (-) I4 (+) Z2 (-) 2.2K O-wo AtIMIIIMET - FCPS EOL RESISTOR l- w z Q 0 0 s OUTPUT 1 (4W RTN) OUTPUT 1 (4W RTN) CV i-- a i- O H a N O M H a H 0 M H a l- O OUTPUT 3 (4W RTN) OUTPUT 3 (4W RTN) 3A MAX PER CKT, 6.0A TOTAL POWER LIMITED & SUPERVISED FCPS-24 CTL INPUT #1 FM FACP CTL INPUT #1 FM FACP CTL INPUT #1 CTL INPUT #1 TROUBLE N.O. CTL INPUT #2 FM FACP CTL INPUT #2 FM FACP AUX OUPUT (10mA max) COMMON 0 Q O L 4 5 (+) (-) (+24VDC) 8 9 0 INTERNAL CONNECTIONS W/ TROUBLE RELAY. HELD CLOSED IN STANDBY OR ALARM. OPEN ONLY WHEN IN TROUBLE AND NOT 1\1 ALARM. 0 II 0 0 0 0 2.2K 2.2K SOM NAC CKT OUTPUT SOM ELR 0 MOUNT SOM HERE SEE SHEET FA 5.1 FOR WIRING DIAGRAM, AND REFER TO FCPS-24 INSTALLATION MANUAL FOR MOUNTING INSTRUCTIONS. 7AH, 12V BATTERY 7AH, 12V BATTERY 24VDC TO SOM TYPICAL FCPS-24 POWER SUPPLY WIRING DIAGRAM T FCPS-24 FPS16 VOLTAGE DROP CALCULATIONS FPS16-1 Device Load FSP16-2 Device Load 1 2 3 4 EOL 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 0.194 A 0.194 A 0.194 A 0.194 A 1 2 3 4 EOL 95cd WaII Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 0.194 A 0.194 A 0.194 A 0.194 A 2 EOL Total Load 0.776 A 2 Total Load 0.776 A FPS16-3 Device Load FPS16-4 Device Load \IS) � O 4 sC) �SV � O 0.060 A Total Load 0.000 A 5 Total Load 0.000 A Total Wire Length CKT in feet Wire Wire Impedance Type (Ohms/1 Kft) Total Wire Impedance (Ft/1000) x Imp Voltage Drop = Total Total Ckt Ohms x Load (See Total Ckt Table) Load FPS16-1 FPS16-2 FPS16-3 FPS16-4 180 250 NOT USED NOT USED AWG14 2.525 Ohms AWG14 2.525 Ohms 0.455 Ohms 0.631 Ohms 0.776 A 0.353 V 0.776 A 0.489 V FPS16 BATTERY CALCULATIONS Circuit Standby Load Alarm Load FPS16-1 FPS16-2 FPS16-3 NOT USED FPA16-4 NOT USED FCPS Current AUX 24VDC CURRENT 0.000 A 0.000 A 0.000 A 0.000 A 0.048 A 0.022 A 0.776 A 0.776 A 0.000 A 0.000 A 0.048 A 0.030 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 5 min (0.084) 24 hrs 0.070 A 7.000 A -H 1.630 A 0.137 Ampere -Hours 1.680 Ampere -Hours 1.817 A -H Total Ampere Hours Required (+20%) Remaining Ampere Hours 2.180 A -H 4.820 A -H FCPS-24S8 FPS7A VOLTAGE DROP CALCULATIONS FPS7A-1 Device Load FSP7A-2 Device Load 1 15cd Wall Horn/Strobe 0.060 A 1 15cd Wall Horn/Strobe 0.060 A 2 EOL 15cd Wall Horn/Strobe 0.060 A 2 15cd Wall Horn/Strobe 0.060 A 3 15cd Wall Horn/Strobe 0.060 A 4 15cd Wall Horn/Strobe 0.060 A 5 95cd Ceiling Horn/Strobe 0.285 A 6 95cd Ceiling Horn/Strobe 0.285 A 7 75cd Ceiling Horn/Strobe 0.221 A 8 EOL 75cd Ceiling Horn/Strobe 0.221 A Total Load 0.120 A Total Load 1.252 A FPS7A-3 Device Load FPS7A-4 Device Load 1 75cd Ceiling Horn/Strobe 0.176 A - - - 2 75cd Ceiling Horn/Strobe 0.176 A 3 75cd Ceiling Horn/Strobe 0.176 A 4 EOL 75cd Ceiling Horn/Strobe 0.176 A �O � O. Total Load 0.704 A Total Load - Total Wire Length Wire Wire Impedance CKT in feet Type (Ohms/1 Kft) Total Wire Impedance (Ft/1000) x Imp Voltage Drop = Total Total Ckt Ohms x Load (See Total Ckt Table) Load FPS7A-1 FPS7A-2 FPS7A-3 FPS7A-4 65 AWG14 400 AWG14 310 AWG14 NOT USED 2.525 Ohms 2.525 Ohms 2.525 Ohms 0.164 Ohms 1.010 Ohms 0.782 Ohms 0.120 A 1.252 A 0.704 A 0.019 V 1.264 V 0.550 V FPS7A BATTERY CALCULATIONS Circuit Standby Load Alarm Load FPS10A-1 FPS 1 OA -2 FPS10A-3 FPA10A-4 FCPS Current 0.000 A 0.000 A 0.000 A 0.000 A 0.065 A 0.120 A 1.252 A 0.000 A 0.000 A 0.145 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 5 min (0.084) 24 hrs 0.065 A 1.517 A 7.000 A -H 0.127 Ampere -Hours 1.560 Ampere -Hours 1.687 A -H Total Ampere Hours Required (+20%) Remaining Ampere Hours 2.024 A -H 4.976 A -H 120 VAC NOTE: MODEL FCPS-24S8 HAS BUILT IN SYNC AND DOES NOT REQUIRE SYNC MODULES. NAC -1 AND NAC -2 ARE EXISTING AND SUPPLY NOTIFICATION APPLIANCES IN OTHER SPACES AND ARE NOT REFLECTED IN THIS PROJECT 08-1630. GROUNDING STRAP TO CHASSIS GROUND tOlk i i NAC -1 NAC -2 NAC -3 NAC -4 EOL 30V 15A F1 mrs3 ce w BATTERY ElE1 1- z 0 TB1 GROUND FAULT cc NAC TROUBLE ErgrArtMEIMEg OUTPUT 4 (NAC -) OUTPUT 4 (NAC +) OUTPUT 3 (NAC -) J3 OUTPUT 3 (NAC +) OUTPUT 2 (NAC -) OUTPUT 2 (NAC +) OUTPUT 1 (NAC -) OUTPUT 1 (NAC +) ZNAC CONNECTOR INTERNAL TROUBLE RELAY 00000 TB2 3 AUX (-) AUX (+) 2 AUX. TROUBLE (NO) AUX. TROUBLE (NC) JP3 10 9 IN2 (-) 8 IN2 (+) ® 7 OUT (-) OUT (+) I N 1 (-) IN1 (+) SYNC (-) SYNC (+) eeeooeoo 1 2 3 4 5 6 7 8 TBD JP2 NOTIFICATION TO REMAINING EXISTING HORN/STROBES (OR ELR) TB4 NOTIFICATION FROM EXISTING HORN/STROBE TYPICAL FCPS-24S8 POWER SUPPLY WIRING DIAGRAM DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 w L z 0 U 0 I -- U 0 n- ALARM REVISIONS 0 IZ (n (JD W n DETAIL WIRING DIAGRAMS SABEY PROVIDENCE E-4 co 0) o 4t41-1 CO lC� W W 0 LLJ DESCRIPTION LJ JOB NO 08-1630 DRAWING NO.: 08-1630-FA4.20.dwg FA 4.2 SHEET INDEX DWG # DRAWING NAME FA 0.0 LEGEND, B.O.M., AND NOTES FA 0.1 SCOPE OF WORK FA 1.1 1ST FLOOR SLC PLAN FA 1.1.1 RISER ROOM "C" FA 1.2.d 1ST FLOOR NOTIFICATION DEMO FA 1.2 1ST FLOOR NOTIFICATION FA 1.3 UPS BATTERY ROOM VESDA PLAN FA 1.3.1 VESDA ISOMETRICS, CALCS, AND DETAILS FA 2.0 2ND FLOOR SLC PLAN FA 2.0.d 2ND FLOOR NOTIFICATION DEMO FA 2.2 2ND FLOOR NOTIFICATION FA 3.1 3RD FLOOR MECHANICAL SLC PLAN FA 4.1 DETAIL WIRING DIAGRAMS FA 4.2 DETAIL WIRING DIAGRAMS SCOPE OF WORK (SEE SHEET FA OA) CEILING (OPEN OR ATC) 90" BELLS AN OR VISUAL ONLY DEVICES 80" WARNING SIGN OUTSIDE DOOR DOOR NOTE: IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION OTHER SWITCHES 48" 0 LCD DISPLAY r 66" 72" CTL PNL OR VESDA RAISED FLOOR TYPICAL EQUIPMENT ELEVATION DETAIL NOT TO SCALE A B C N PN PR PCN PC R R S Q NOTICE A completed, signed, Tukwila Fire Department Pre-test rtificate must be presented to the Inspector prior to i c0mrnencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result: Ina Re -inspection Fee and termination of the testing PRE -ACTION SEQUENCE OF OPERATION SMOKE DETECTED BY PRE -ACTION SMOKE OR HEAT DETECTOR PERSONEL OBSERVES FIRE 4, MANUAL PULL STATION ACTIVATED MAIN RELEASING CONTROL PANEL (MRCP) GOES INTO ALARM FILE COY PRE -ACTION SOLENOID IS ENERGIZED HEAT INCREASES SPRINKLER HEAD FUSES 4 SUPERVISORY AIR IS LOST PRE -ACTION VALVE OPENS V HVAC UNITS SHUTDOWN AND FIRE/SMOKE DAMPERS CLOSE WATER FLOWS THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE FIRE ALARM CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD BY ITSELF WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. LEGEND IcP-## FRCM ORM R2M F <>194° FPS# SIGNAL SENT TO BFAP ENERGIZE HORN/STROBES SIGNAL SENT TO CENTRAL STATION DISPATCHES FIREFIGHTERS CHEETAH XI OR CLASSIC PANEL DUCT PHOTO SMOKE DETECTOR REMOTE TEST STATION CHEETAH CLASSIC MONITOR MODULE CHEETAH CLASSIC MINI MONITOR MODULE RELAY MODULE FIRE ALARM PULL STATION CHEETAH CLASSIC ADDRESSABLE HEAT DETECTOR CONVENTIONAL 194° HEAT DETECTOR BOOSTER POWER SUPPLY Symbol Conductors -- Fire Alarm System 1 #12 single conductor solid 120 vac w/earth ground & dedicated breaker. NEC/(UL) spec's: THHN 2C #18 twisted shielded pair, mid -capacitance fire alarm cable -- EIA -485 loop. NEC/(UL) spec's: FPL 2C #16 twisted pair, mid -capacitance fire alarm cable -- communications circuit. NEC/(UL) spec's: FP 2C #14 twisted pair, fire alarm cable -- notification circuit. NEC/(UL) Spec's: FPL 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor -- releasing circuits (clean agent, pre -action). NEC/(UL) spec's: THHN 2C #16 twisted pair, mid -capacitance fire alarm cable -- SLC circuit. NEC/(UL) spec's: FPL 1 #14 single conductor -- interlock circuits. NEC/(UL) spec's" THHN This project: 07-1050 INTERNAP 0 CAE Systems requires that all wiring is installed in conduit. CI Fire/Life Safety System(s) 0 All wiring to be installed in conduit/raceway per NEC and NFPA-72 I1 Specific wiring be installed in conduit raceway. Notes: 1. Use specified cable regardless of EMT raceway. 2. FPL (Fire Protection Power Limited) cable must be plenum rated when installed in plenum. 3. Riser cable shall comply with current edition of NFPA-72 for type and method of installation. 4. Use of metal raceway is required for specific portions of this cabling. 5. Compliance with NFPA-72 for penetrations and exposed work is required. i Wthout 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 isuYhle;,t to errors and omissions which do not >1uthorize violations crf adopted standards and o;.,lnanctss. The responsibiaity for the adequacy of designs r&;iL totally with the designer. Additions, deletions or revisions ei these drawings atter 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 bti The Tukwila Fire Prevention Bureau. Date: �' I S 'v By: lVV -Tv,s (( reD. �3 bti ctScxrc. T1s WANT NO CE 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. MDL EOLR PRZ #-## \/ VLP# VPS# PHASE QTY NOTE: BILL OF MATERIALS ONLY INCLUDES EQUIPMENT INSTALLED DURING WORK UNDER JOB# 08-1630 08-1630 MATERIAL LIST (B.O.M.) ITEM SYM 1 2 3 PART NUMBER DESCRIPTION MANUFACTURER MOUNTING AFF ABOVE FINISHED FLOOR mA MILLIAMP AH AMP HOUR NAC NOTIFICATION APPLIANCE CIRCUIT AHU 1 aH - 24 16 60-1028 CHEETAH CLASSIC ADDRESSABLE HEAT DETECTORS FIKE TO 63-1023 2 - - 24 16 63-1023 6" LOW PROFILE DETECTOR BASE FIKE 4" SQ. BACKBOX 3 - 2 2 - UB12120 12V,12AH BATTERY INTERSTATE - 4 01 94° 36 - - 60-007 CONVENTIONAL 194° HEAT DETECTORS FIKE - 5 FRCM 4 6 10 55-031 CHEETAH CLASSIC ADDRESSABLE MONITOR MODULE FIKE 4" SQ. BACKBOX U.L. 6 MFRCM 2 3 4 55-030 CHEETAH CLASSIC MINI ADDRESSABLE MONITOR MODULE FIKE 4" SQ. BACKBOX GND 7 SOM 1 - - 55-021 CHEETAH CLASSIC ADDRESSABLE RELAY MODULE FIKE 4" SQ. BACKBOX 8 - 4 8 63-033 CONVENTIONAL PHOTOELECTRIC DUCT DETECTOR FIKE - OD 9 - - 4 8 02-3724 DUCT DETECTOR SAMPLE TUBE 8'-12' FIKE - 10 F 2 2 2 20-1061 FIRE ALARM PULL STATION FIKE 4" SQ. BACKBOX (CONTAINS MFRCM) 11 R2M - 1 1 55-023 CHEETAH CLASSIC RELAY MODULE FIKE 4" SQ. BACKBOX 12 MDL 1 - - MDL NOTIFICATION APPLIANCE SYNCRONIZATION MODULE NOTIFIER BOX INCLUDED 13 EOLR - 1 1 EOLR-1 24VDC END OF LINE SUPERVISION RELAY NOTIFIER 4" SQ. BACBOX W/ COVER 14 4 8 RTS-451KEY KEY OPERATED REMOTE TEST STATION NOTIFIER SINGLE GANG BOX AE- 15 Yll444 4 - P2R WALL MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 16 ;o,- - 4 PC2R CEILING MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 17 - 1 - VLP-400 VESDA LASER PLUS UNIT W/ 2 LED VISION SYSTEMS - VLP# 18 - 1 - VPS -1000S-120 VESDA POWER SUPPLY UNIT VISION SYSTEMS - VPS# 19 - - 2 - VP -P-210 14PC 15' VESDA PVC PIPE VISION SYSTEMS - 20 - - 2 - VP -EC VESDA PVC PIPE END CAP VISION SYSTEMS - 21 - - 12 - VP-ELB-90 VESDA PVC PIPE 90° ELBOW VISION SYSTEMS - 22 - - 6 - VP -COUP VESDA PVC PIPE COUPLING VISION SYSTEMS - 23 1 - - FCPS-24 FIELD CHARGING POWER SUPPLY NOTIFIER - FPS# NOTIFICATION SYNCRONIZATION MODULE 24V EOL SUPERVISION RELAY ADDRESS PRE -ACTION RISER WALL MOUNT HORN/STROBE CEILING MOUNT HORN/STROBE VESDA LASER PLUS UNIT VESDA POWER SUPPLY fUKWIILA FIRE DEPARTM Please call: 575.4407 and give this job rS and exact address for shut+ down or restoration approvald BATT C- -EAT =R" CALC,.,LATIO\S CLASSIC CD -2 Standby ABBREVIATION LEGEND ABBREVIATION DESCRIPTION ABBREVIATION DESCRIPTION CHEETAH CLASSIC CONTROLLER AC ALTERNATING CURRENT MRCP MAIN RELEASING CONTROL PANEL AFF ABOVE FINISHED FLOOR mA MILLIAMP AH AMP HOUR NAC NOTIFICATION APPLIANCE CIRCUIT AHU AIR HANDLING UNIT NPT NATIONAL PIPE THREAD ALM ALARM NTS NOT TO SCALE AWG AMERICAN WIRE GAUGE R REPLACE EXISTING DEVICE BFAP BUILDING FIRE ALARM PANEL ROR RATE OF RISE B.O.M. BILL OF MATERIALS SHP SINGLE HAZARD PANEL C CONDUCTOR SH SHIELDED CFM CUBIC FEET PER MINUTE SLC SIGNALING LINE CIRCUIT CKT CIRCUIT SUPV SUPERVISORY COM COMMON TRBL TROUBLE E EXISTING TW TWISTED ELR END OF LINE RESISTOR TYP TYPICAL EOL END OF LINE U.L. UNDERWRITER'S LABORATORY FACP FIRE ALARM CONTROL PANEL V VOLTS F.M. FACTORY MUTUAL INSURERS W WATT GND GROUND WP, W/P WEATHER PROOF HVAC HEATING, VENTILATION, & AIR CONDITIONING Alarm NOTE: BATTERY CALCULATIONS REPRESENT SYSTEM CONFIGURATION UPON COMPLETION OF ALL WORK UNDER JOB# 08-1630 Device Quantity Load/ea Load Load/ea Load CHEETAH CLASSIC CONTROLLER 1 0.25000 A 0.25000 A 0.25000 A 0.25000 A FRCM MONITOR MODULE 128 0.00046 A 0.05900 A 0.00046 A 0.05900 A SOM SIGNALLING OUTPUT MODULE 9 0.00032 A 0.00288 A 0.00032 A 0.00288 A SRM SOLENOID RELEASE MODULE 11 0.00027 A 0.00297 A 0.00027 A 0.00297 A R2M DUAL RELAY MODULE 11 0.00054 A 0.00594 A 0.00054 A 0.00594 A THERMAL DETECTOR 252 0.00050 A 0.12600 A 0.00050 A 0.12600 A PHOTO SMOKE DETECTOR 5 0.00050 A 0.00250 A 0.00050 A 0.00250 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 20% Reserve Total Ampere Hours Required Remaining Ampere Hours 5 min (.084) 24 hrs 0.44929 A 17.2 A -H 0.03774 Ampere -Hours 10.7829 Ampere -Hours 10.8206 A -H 2.16412 A -H 12.9847 A -H 4.21530 A -H 0.44929 A BATT C _EAT ALC , LAT O CLASSIC C S D-7 Standby Alarm Device Quantity Load/ea Load Load/ea Load CHEETAH CLASSIC CONTROLLER 1 0.25000 A 0.25000 A 0.25000 A 0.25000 A FRCM MONITOR MODULE 210 0.00046 A 0.09660 A 0.00046 A 0.09660 A SOM SIGNALLING OUTPUT MODULE 15 0.00032 A 0.00480 A 0.00032 A 0.00480 A SRM SOLENOID RELEASE MODULE 12 0.00027 A 0.00324 A 0.00027 A 0.00324 A R2M DUAL RELAY MODULE 11 0.00054 A 0.00594 A 0.00054 A 0.00594 A THERMAL DETECTOR 173 0.00050 A 0.08650 A 0.00050 A 0.08650 A PHOTO SMOKE DETECTOR 33 0.00050 A 0.02640 A 0.00050 A 0.02640 A Total Load Battery Capacity Alarm Load x Standby Load x Total Ampere Hours 20% Reserve Total Ampere Hours Required Remaining Ampere Hours 5 min (.084) 24 hrs 0.46358 A 17.2 A -H 0.03894 Ampere -Hours 11.12592 Ampere -Hours 11.16486 A -H 2.23297 A -H 8.93189 A -H 8.26811 A -H 0.46358 A PA! AUG 12 2008 Tukwila Fire 4-26./9 DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 POJECT: PRE -ACTION FIRE ALARM REVISIONS SHEET DESCIPTIO\: LEGEND, B.O.M., AND NOTES SABEY PROVIDENCE co E-+ co W 0 414 � w r Lott) E w PERMIT SET DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA0.00.dwg FA 0.0 SCOPE OF WORK NOTE: WORK DONE UNDER JOB# 08-1630 IS BEING DONE UNDER 3 PERMITS. THEY ARE DIVIDED UNDER PHASES THROUGHOUT THESE DRAWINGS AS DETAILED BELOW PHASE 1 - SABEY SDC -52 GENERATOR ROOM FLOOR 1 A. PROVIDE CONVENTIONAL 194°F HEAT DETECTORS , FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON STRUCTURAL CEILING. LOCATE TO CORRESPOND WITH BEAM POCKETS. DETECTORS ARE TO BE SUPERVISED, IN GROUPS, BY ADDRESSABLE MODULES. B. PROVIDE HORN/STROBES. OPERATE VIA NEW NAC BOOSTER POWER SUPPLY LOCATED IN UPS/BATT ROOM. C. PROVIDE FIRE ALARM STATIONS AT EXITS. E. TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. F. CONTROL OF FIRE ALARM, PREACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -2 PANEL. PHASE 2 - SABEY SDC -52 UPS/BATTERY ROOM 107 FLOOR 1 A. PROVIDE ADDRESSABLE 135°F HEAT DETECTORS, FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON STRUCTURAL CEILING. LOCATE TO CORRESPOND WITH BEAM POCKETS. B. PROVIDE HORN/STROBES. OPERATE VIA NEW NAC BOOSTER POWER SUPPLY LOCATED IN UPS/BATT ROOM. C. PROVIDE FIRE ALARM STATIONS AT EXITS. E. TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. G. CONTROL OF FIRE ALARM, PRE ACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -2 PANEL. H. VESDA DETECTION IS PROVIDED. WILL BE SUPERVISED TO CP -2 AS SUPERVISORY INPUT. WILL NOT INITIATE PREACTION RELEASE, NOR CAUSE GENERAL FIRE ALARM CONDITION. PHASE 3 - PROVIDENCE SERVER ROOM FLOOR 2 A. PROVIDE ADDRESSABLE HEAT DETECTORS , FOR PRE ACTION RELEASE (PER SABEY BLDG STANDARDS) ON FINISHED ATC CEILING, NOMINAL SPACING 400 FT2 SENSORS. (NO SUBFLOOR DETECTION PROVIDED) B. PROVIDE HORN/STROBES AND ACQUIRE NAC CIRCUIT FROM EXISTING BOOSTER POWER SUPPLY 7A. C. PROVIDE FIRE ALARM STATIONS AT EXITS. D. PROVIDE DUCT DETECTORS FOR EACH OF 4 AHU UNIT (8 TOTAL). E. TIE-IN, CUT OVER, AND PROGRAM CHANGES TO INTEGRATE INTO EXISTING FIRE ALARM SYSTEM AND PRE -ACTION SYSTEMS. F. PROVIDE 3 ADDRESSABLE MODULES TO SUPERVISE FUTURE FM -200 PANEL (PANEL TO BE PROVIDED BY OWNER) G. CONTROL OF FIRE ALARM, PREACTION SYSTEM AND EVACUATION ALARMS, VIA EXISTING BLDG CP -7 PANEL. © © O O O 0 0 0 0 Iia■ v=1;4 .Tru'■ r.mo .C. '-r=__"•_•'__w■ .r mall•- iiil LO ATION OF P MI IND 111111 1i it HIEHiiliil .l :w ix,1ll1,i11 1'+111111 LI 11'1111 IA1111111111 ai111I111111 :. rr"11114" 111111.L1410111 11 1 1111111111 1 1111" 1111111111 111111111111111 11 1 1111111111 1 ■1 11111111111 11111111111J111 II 1111111 III 11 1111 1111111111 11111111111111111111111 1111 111 111 111 ni11 11111 1111111 1 111111111111111111JIIl1111111 I11l 11111111111. 1111111111111111111111111 111.1111111111111111111111111111 11111 1111111111111 1111/1111 ■11111111 ■1111 /11111111 1111111111111111111. 1111■1111111111111111111111111111111111I 11111111111 111111111111111 1111111 11111111.1111111111111 1111111111111111101111 111 IIII 1111 111111111 11110 11 nalPrl 11:111111111:111111 11 1 1111111111 ........ 1111 e • 11111:111 w lin: 1111 111......... ---• lI.Jl11! II 1111111111 111111 11 1 1111111111 11111111 -'11111.11111111 1111 11 1 111111 111111 11111 Ills?IIII 1 1 1111 1111 111111111111 111111 1111 1411111 1111 11111 111111111111111111111Iiii 111111111 1111 1 11 1111 111111111 111111/11111 11141011 1111 1 1111111111111 1111111 111111111111 J"" 13111 1 II 11 1111111111 1 111,1 11111111111 11 111111111111111111111 1111 1 11 11 11111111 1 1111111111111111111 1111111 1111111111111111 1111111111 1"11111111m111111131175 m111 1111111111111 1111110111111111111111 111111111111111!!!11 1111111' 11111111111111 111111 11111 11111111111 111111111111111111 1111111 - ••• ••' 111111111;:: ;rl:m"1111i11111111i 1111111Ii111111i0111i 11111111111111111 0 :I1111111111111111 II .u u�ur� lii 1©moo #411700r6.21:0; `y Vr�r" m11ul;lui , 1r.711,�111111111111r _ Ol"14:: �11..1AlIjI �!� lIIi1, J�.'P4■.■ sd l 111;111�`hi !.1:.::11•: 1111I:I 11 1:11111 11 : dill 1 10 41 I IC ' i 41111 1111-iiIIi ii 1111111111,111 11111 - • 11111 1111111111.::!;__...a-,.......:111111 i 11 11m III IIIIIII 11.1111 '.1111 1::111 ,,or...1. 111111/11. !!.-1VUI 11111111111! 111 1111::•• 6J11 .nl 1I . � . ':11::/1:'IiI: iI•:1111! IIIIIIIIIIill 111: 111l� i ' 1kiiii11 Olin IlJ11111 111004 /1111111 1 1111 1111111111 .....a.JL:I11:::1. 1.II r1.1.l-11 00111.11 Iii' 71 °I�:11 {•il IIi1i;�111, .1111lllllllllf"x'C1® 11 I 111.04111C31111:111111111i1111111/1 1 11=C- .._.I ur. rii■iiii ■ al:111111 11119. 1 1 1- 111:111111111111111111111' 111 nlununluuu!m 111i_s _11111-_.:'iin II i• h. ..: F ?iiiii IilI iii 1 { } ♦♦ ..:,: ImimlIiI .111111111:111:111111. IS is 11lel Sd Fir = 111 ►111■u11If 11��,� 1 Kik .�► Ii. M■ i ■► i ..,l/ 0 O O O © 0 O© O 4 © O O 0 © 0 0 O 1ST FLOOR AREA OF WORK RIIIIIIIIIIIililiiI 1111111111111.E 3RD FLOOR AREA OF WORK SERVER ROOM LOCATION OF CP -2 O O 0 0 0 O O O O O 000 © O O O O O O O 0 0 0 id 1d 0 it m ■ ism 1i 0 0 0 0 130 e.IP"WV I Marr,.. n 0 U 0 L 0 0 u IUli•k"11111IINI II•ammmEmmA IIII! 0 r11 0 u 0 0 0 0 u m 0 • . . r Y ileo �, 1110:74.144,7.11�,i� lent: I� 1• ?Mg EMI JIM111■■i��iit_ 's Ike;:':C..:!:ili;:'3:::11 m::! 1 i:I: lilli: 1_4 1111111 !IIi.IIImmaii1i11111 mai ' ':: : 111111 I1!1111II011101111liii 11i111 Hillis 1u.u..u11..u...Il..■..■.■.maim m11nrall.s• •• Iktual reomauwacoassa. iIlIIiIlii!lIliIIIIUlil !!1!!11111111 i 111111111:i11111111111111111'1111111 Willi Mal �limmmm sissmsi. ■ ;•iMAMMA 1■ puma 1:16714im,mmallowiliwimauma 1111!1114 1111111111111,111111111 1 1 .. 1 1 1 111 1111.-.11_.... 1 I 1 _ il._.11.11_.lII_.ii._.11._.11 i.l..aam1..s■s■s!ls.uni msisplllsi i!!!!!! 11=i!!!Iil1!IIIll:uil!!iMu!I 19191111M1011!!!!!!!!!!! �asisissmumNomm.ami: 1��lliilli!!! l■Ie1li!■�!■!■ E iii ..i. •ui�m• ....i .a.sss...s.. 0 0 0 0 0 0 0 0 0 0 1iii 1111111!1 � ll 111111 11111111ilhMilli illill iiil 10111111111 11111111 1kis.mulls.s...Yr/...s.l.■.sssWY■■iu.V...s.II..Yissas.■1:111 H,,,.............,,...„„,„„,„„„„,,,,,,„„„„,,,,,,,,11111IIIIIIIl lllla.u.um..u•• rtli■■■■■ 1 1 1 1■■■■■■s.■■■■■■■■■■■li■a■■ ■■■•:111■1 Imam 1■■..■a 1111E1 m.■ 1..s.. MINI .a■■■■■■■m■■■■C 11�■s.■■■11■.s■.■..■ 1111■1 sAEUU.1■T■u• ,;i pn !mosso ;gum i•ss.. Reg; uiiii.i!!!!: iis.liiiid IIIIIIIIIIIIIIllllflIIIIIII!Iflil�Il�'i��flillllll�alllll!'I 1111111 ssmumsll..s•••ilb Y.EINNIa■am■:,11�■In5:a.maami 111111jai.iiiuiil..1141 \1L i!!!i� 1lii!!!IIli iiiil!liiillliiiiii IiiiL�i!I!11s711ii!! >t iiIkl �jR1r, ■■ss•■ 1■.ms..11�711N1a.11u`iJ.sl'1...■■ ■■■■s■s•Cm1IIi •ll■■ss■t ■ma:111L• mmommammommemawimmammimmlusammommommommuroummumommomiszam mi..m.11a.a..a Ir■....II.a•••u:ir....! 1■.....m..111i.1u.m....1I•••llil■ img ili1F :IIII la.f :..11 Citi :iii■■a■mOR m..a.i1;i■.m..." 1; l: Li.min....mii!m 1i d 1s -_iZEL: AiF"11 1 11111 /1111111 1 111111 11111i1- 1!11111111!:1111 ••-11..1 11111 11111111 L 1.1 1111111.!) III 1111111:11 --11111 1111111111111111 1111111111 _- � I111111111i. ••-111111 11111 1111111111 111 111111.; -11111111111 ��1 111 11111111111' 7111111111111 !.!_� ■■:: ■■ ■■- 7111111 - 1 7 .1 . !!11111.9- II ..Ill 1 .1� • olio -lll- L J 11 :. 1111.•1111. (1"1111114 n - --nm O O O O 0 w 0 0 0 0 0 0 0 0 0 0 0 0 0 2ND FLOOR AREA OF WORK m ROOFTOP AREA OF WORK LOCATION OF FSP7A DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 N LCD CO 0)( -NJ QCO N 0 a) N uJ >G z¢ a) 0 or- N F I LC) CO N POJECT: PRE -ACTION FIRE ALARM REVISIONS 0 CL cn LLJW SCOPE OF WORK SABEY PROVIDENCE .t E+ eO o O '4 C 3-1SD FAt5-14co I - LJJ D PERMIT SET DESCRIPTION uJ JOB NO.: OS -1630 DRAWING NO.: 08-1630-FAO.10.dwg FA 0.1 f V 1 1 V 11 VV/-\ CR LCHfl o l l IVV JUI Y LI & RETURN AHU 52B2 TO DP5 (1) 15HP 27 M 1°C 3-#8 #10 DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS K CIRCUIT TO HV INTERLOCK C IRCUIT Q 2S APPROVED BY: RFV # OF SHEETS: 14 CHW SUPPL & RETUR 4PR 4PR 48x48 2PR MFRCM mm.1�..-1 maw rim Ns am, mino ( _ _y MON _IMF NM WM =WI 1WW1 I IMO 1NMI Imo— Ifl_1 *i I M IDI II• biiml MI 111111111111111 -- NUM MI UMW�� IIIIImmII timi 0 IlImtr... i_ rard�11 ..iii 111 it Ei limmttil En for��I Iliiil ': 8x28 MG ,375 40x48 48x48 PENATRATIONS TO F3B23 ON 2ND FLOOR AND F3B33 ON 3RD FLOOR. p �■� • I - .—If_IIIiI!5 1iimi 11 ( i.,_ 9I1iV liiut :,■1IuI�nh 11 iiii ] ,Em • !• i'lN ii -II ` MBPik ,l• \B%giY■BPIPI off �.� II _ IN4Imillr II G 17 I 11 1� o I • Df� G � • I�i • o 6" CHW SUPPLY & RETURN 48x28 DMG 3,37 OM FJB51 RISER ROOM "C" t ■ _rmF�7 r..R mc��/.I..�2L 1 . �.�1—' i RFC! 194° 96x60 SO ND _ 4$116;:ii PiNahmi , Arahal ivr.441 .J, 1E1111 I FRCM I FRCM FLAGNOTES: 1. DUCT DETECTORS INSTALLED FOR LOCAL SHUTDOWN OF HVAC UNITS. SEE SHEET FA 5.1 FOR WIRING DETAILS. 2. FRCM TO MONITOR DUCT DETECTOR AS A SUPERVISORY SIGNAL. SEE SHEET FA 5.1 FOR WIRING DETAILS. 3. REMOTE TEST STATIONS (4) FOR DUCT DETECTORS. SEE SHEET FA 5.1 FOR DETAILS. 4. FRCM MONITOR MODULES FOR VESDA DETECTOR SIGNALS. SEE SHEET FA 5.1 FOR WIRING DETAILS. 5. SEE SHEETS FA 1.3 AND FA 1.3.1 FOR VESDA PIPE DIMENSIONS AND DETIALS. 6. 24V END OF LINE SUPERVISION RELAY. SEE SHEET FA 5.1 FOR DETAILS. 7. SOM MODULE (LOCATED IN FCPS) TO ACTIVATE NOTIFICATION APPLIANCES IN UPS/BATTERY ROOM, AND GENERATOR ROOM. SEE SHEET FA 1.2 FOR NOTIFICATION APPLIANCE LAYOUT. 8. FRCM TO MONITOR CONVENTIONAL 194°F HEAT DETECTORS IN GENERATOR ROOM. SEE DETAIL ON SHEET FA 5.1. 9. SEE RISER ROOM "C" DETAIL SHOWN ON SHEET FA 1.1.1 FOR REPROGRAMMING INSTRUCTION NOTES ON EXISTING EQUIPMENT AND FJB5 LOCATION. 10. R2M RELAY MODULE TO BE PROGRAMMED AS A RESET DEVICE TO ALLOW RESETTABLE 24VDC POWER TO DUCT DETECTORS. 11. FIRE ALARM PULL STATIONS HAVE MINI FRCM MONITOR MODULES MOUNTED BEHIND THEM. ig gg SHEET DESCIPTIO\: 1ST FLOOR SLC PLAN NOTE: ALL WIRING ON THIS SHEET IS INSTALLED IN CONDUIT. 3000 KVA AM SOU ATTE BADK ERS A D UATOR NOTE: FCE TO ARRANGE A COORDINATION MEETING WITH MCKINSTRY MECHANICAL TO DETERMINE DETAILED LOCATIONS FOR ALL DUCT DETECTORS 194° 1s 01 ral FUTURE UNIT SUBSTATION ©194° UTURE UNIT SUBSTATIO VS -4D 3000 KVA 194° 1s 194° 194° — .194° 194" 13 ELR ,w 194° F JOB NO.: DRAWING NO.: 08-1630-FA1.10.dwg UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 SLC SCALE: 1/8" = 1' ./.aGINIIVA 194° <H> 1s H 194° 1s 01 ral FUTURE UNIT SUBSTATION ©194° UTURE UNIT SUBSTATIO VS -4D 3000 KVA 194° 1s 194° 194° — .194° 194" 13 ELR ,w 194° F JOB NO.: DRAWING NO.: 08-1630-FA1.10.dwg UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 SLC SCALE: 1/8" = 1' DRAWN BY: JSL DATE: 08/1 1 /08 \ E PROJECT MGR: JS ,i1) 4 0 /n ,RZ 1-19 APPROVED BY: RFV PRZ 0 2-19 FLAGNOTES: # OF SHEETS: 14 BACKFLOW 1. RISER 2-21 SERVES 2ND FLOOR ' S T FL L v \ PROVIDENCE SPACE. EXISTING sagt 4 pREPROGRAMMED FL S T FL ( EQUIPMENT MUST BE T RZ SRM FRCM 2S FRCM FRCM ' �� 2-4-28 2-4-25 2-4-26 ��r] PRZ TO ACTIVATE WITH cv gl La FRCM FRCM 1-16 NEW EQUIPMENT BEING INSTALLED. "',� 1S SR CM 2S FRCM FROM I FRCM jj �:� 7-4-7 7-4-. WORK) � °' cv 7-4- (PHASE 3 �� � 7-4-34 git2-21 2. RISER 2-6 SERVES 1ST FLOOR t UPS/BATTERY ROOM. EXISTING ��"� g __BACKFLOW40 S T FL '' PRZ S T FL L L EQUIPMENT MUST BE ' 2 LT) gig 2_20 REPROGRAMMED TO ACTIVATE WITH ����4� ��I. E T SRM FRCM FRCM FRCM SCM —IFRCMI-2S FRCM FRCM NEW EQUIPMENT BEING INSTALLED. ` Fwd UM d FE Fa 5-1-10 15-1-10$ 5-1-10 ' 5-1-10' _ 0 cv /61 i • PHASE 2 WORK _ / FRCM I'ill 3. RISER 2-14 SERVES 1ST FLOOR w x 17-4-331 S T FL L GENERATOR ROOM. EXISTING --,. �� z LI- PRZ EQUIPMENT MUST BEa � FRCM FRCM FRCM PRZ REPROGRAMMED TO ACTIVATE WITH o r - . 4 SRM 2S 2-18 159th P 641-212 7-4-12 7-4-9 7-4-10 7-4-11 1-6 NEW EQUIPMENT BEING INSTALLED. � gg PRZ 9 PRZ 3-20 (PHASE 1 WORK) 4. FJBS IS THE ACCESS POINT FOR SLC \� 44 �k \\\. 1§1 S T FL L S T AND 24VDC RESETTABLE POWER TO r 5 2S FL L ALL NEW DEVICES. ALL PHASES., "' 5. THE RISER ACCESSTOOTHER (11) h) 2S FRCM #1111F1* SRM FRCM FRCM SRM FRCM FRCM T FLL 7-4-29 7-4-32 7-4-31 7-4-30 2-4-4 2-4-1 2-4-2 2-4-3 FLOORS IS LOCATED HERE. (ALL ,., S \ PHASES) 2PN8 \V — FRCM — / SRMFR2S FRCM FRCM SR FRCM 2S FRCM FA i EMI 7-4- . FE�►7 Falb] WWII FE�c�J 7-4- 1 • J _ PRZ 2-0 PRZ PRZ 2-15 PRZ 41-17 `'- o O SiT S T 9 ES .3-17/ho 4111 SRM FRCM 2S FRCM FRCM SCM FRCM 2S FRCM FRCM I L 4-4-67 4-4-70 4 4 69 4 4 6: 5-1-10�� 5-1-10' 5-110 5-1-10 n' S T FL L S T FL C� z cn FRCM U SRM FRCM 2S FRCM FRCM SCM FRCM 2S FRCM 0 4-4-67 4-4-70 4-4-.• 4-4-.8 14- -1 I 1 14-1-3 14-1-4 PRZ PRZ 'OJECT LARM REW HEET D SER ROOM 3-18 1-18 1S FL T FL L �- (f) S T 2PN SCM FRCM 2S FRCM FRCM SRM FRCM 2S FRCM FRCM 14-1-5 :J Q 1 EC= MEN/1• RE IM 2-4-2 P 1 PRZ 2-16 PRZ 3-15/60 al PRZ PRZ ril C...) T FL L 3-0 1-15 co S Z S T FL L co ril SRM FRCM 2S FRCM FRCM PT -1 6-4-11 0) 6-4-12 6-4-9 6-4-10 SRM FRCM 25 FRCM FRCM S T FL L FL L =Z 6-4-28 6-4-25 6-4-26 6-4-27 1 W SRM El SRM FRCM 2S FRCM FRCM FRCM 2S FRCM FRCM 4-4-64 4-4-67 4-4-66 4-4-65 2-4-12 2-4-• 2-4-10 2-4-11 ,�,,��11 (� 'W PRZ 3-16 PRZ 0 6-4-35 3-14 A SOM PRZ a rn 1 DRY L S T FL T FL L 5SR V) RCM 2S FRC�CM dp4i-1111k*iS [�• •-4- SRM FRCM 2S FRCM FRCM -4- C:�'b3f [.�� T FL 2 •-4- Si L L E~ SRM 2S FRCM FRCM 2S FRCM FRCM �/� CD[ . 4-1 -4-2 -4- . -4- 2-4- �'7 Ci) T FL PRZ PRZ PRZ - IFRCM 1-2S FRCM 3-13 2-17 2-17/ho 1-14 co 16-4-331 6-4-34 0 \ I ItL © � w ~ S T FL co L FPS17 0 SRM FRCM FRCM IMMI FRCM 2S FRCM FRCM SRM FRCM 2S FRCM FRCM 2S FRCM .-4-13 6-4-16 6-4-15 6-4-14 2-4-5 2-4-; W A 2-4-6 1---{F PS2 1 MINI 6-4-17 6-4-18 6-4-19 3A n n —IFPS24 z o J -BOX 0_ (n Lu c) FJ B5 Liu - cn ,,I I 'ERMIT J BOX w JOB NO.: 08-1630 DRAWING NO.: _ 08-1630-FA1.11.dwg RISER ROOM "C" SLC EQUIPMENT SCALE: 3/4" =1'FA 1.1.1 001 SII/1 10 -•Ii it/I �il 0 o 4 1101_i __ 2EiZYAVA11!r4 towAwAtrArwar ''li im i411 -y drOrr PM��ra !PRO*1 II..I►,1tr."1711 jII111 1F11II 111,011,1F1111 I I�I/1/�!/i I ilk/ 1111II�;��pll/� I li/,r-•'1r�' II/ III lil 40130.1i'1%I 00 I� 64:51: I;;;;; I I I III lip �� I ..-.'.I I• pm �II..J ✓ i olgaz AGI. r . �• ... ripPliWalirAmmosor ditrArrAPPArtai itirationrc mitil 1,�►�i�����-i�� uit . tIiIi m m m °F 111 ao -OOD N IIiIo m m `�° II ,,�� 'd8W1 d8W liI d>3W d8W 1 8W an �,� ■� 111 �iu�ID ■I■ -I 111111111,.iii;a1 gm --_sem �:���:.:,,.�,ii., ........ ' ' = `8' I iii ri■I EI Iii ri ii��__ iTi1iiiI —0 1►� `i •;■ `Iui �i■ ' `i�) !ice ' "I• • ,• ` MBP •I k ri�_I'�ik_sii� 1/ .�i•I0/1/ / III���ll;ILEIIii mono Ii 1 II__ 11 :_M M F.,i ... dm I�I�� I■� ' ,1 I� L Tp\�.�. .0:II -� ..�1'III■i■r�� 1 1 N �1 I 96x6 ‘1141,01 111 I,I1�, ■,�i��I'� I� -► I HVS-4A UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 NAC SCALE: 118" =1' FLAGNOTES: 1. A SYNCRONIZATION MODULE IS REQUIRED FOR NOTIFICATION DEVICES. SEE SHEET FA 5.2 FOR WIRING DETAILS. (PHASE 1 WORK) 2. REMAINING BACK BOX FROM REMOVED DEVICE DESCRIBED ON SHEET FA 1.2.d. (PHASE 1 WORK) 3. RELOCATED DEVICE AS DESCRIBED ON SHEET FA 1.2.d. (PHASE 1 WORK) NOTE: NOTIFICATION DEVICES ARE WIRED OPEN CABLE AS ALL BUILDING NOTIFICATION IS WIRED. DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 cci x a_ t 1 18 g g POJECT: PRE -ACTION FIRE ALARM REVISIONS 0 c 0 w 1ST FLOOR NOTIFICATION SABEY PROVIDENCE . co H cD rn G0 W C) 0 44 c' En s W PERMIT SET DESCRIPTION w JOB NO.: OS -1630 DRAWING NO.: 08-1630-FA1.20.dwg FA 1.2 rVI VII VV/1 GR La,-\\ 52B2 TO DP5 1) 15HP 27 M 'C 3-#8 #10 W SUPPL (Sc RETUR B A 0 AHU 5283 TO DP52A (1) 15HP 27 MC 1"C 3 O l r1 VV rrLT & RETUR 111,-I111 I IL\ r //_1 Iil /I1111111 0/ 1111 N MII I1� •\IM K1111110/ IIS mil I PI 1/11 MIM'i.10 �11�1 oI ME MIMI op �Im I F.1_1 11 I_ 141111111111•0 ■.1.11g rim= ■uI►_11�1 Haim10 -- I� uI_\II�I .rir jIlii ��i ;oma ' PlImM ii5 48x48 8x28 MG ,375 40x48 6" CHW & RETU' 48x48 40x30 (4 TYP) 48x28DMG 6,750 8x28DM ,750 48x28 DM 3,37 EXISTI NO CHA 96x60 SO HVS- 4A FRONT CHW S & RETU PPLY N UP FRONT H VS- 4B 3000 KVA FUTURE UNIT SUBSTATION HVS-4C FRONT 3000 KVA FRONT FUTURE UNIT SUBSTATION H VS -4D 3000 KVA TEMP CIR #3 UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 NAC DEMO SCALE: 1/8" = 1' FLAGNOTES: 1. REMOVE DEVICE AND RETAIN WIRE INTEGRITY WITH THE BACK BOX. COVER BACK BOX AND LABEL AS "FPS12 CIRCUIT #4". (PHASE 1 WORK) 2. DEVICE MUST BE RELOCATED DUE TO NEWLY CONSTRUCTED WALL. RELOCATE AS SHOWN. (PHASE 1 WORK) DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 c S 6 6 POJECT: PRE -ACTION FIRE ALARM REVISIONS SHEET DESCIPTIO\: 1ST FLOOR NOTIFICATION DEMO SABEY PROVIDENCE w PERMIT SET DESCRIPTION JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.20DEMO.dwg DEMO FA 1 .2.d 3000 KVA A CHW S & RETU PPLY N UP FRONT H VS- 4B 3000 KVA FUTURE UNIT SUBSTATION HVS-4C FRONT 3000 KVA FRONT FUTURE UNIT SUBSTATION H VS -4D 3000 KVA TEMP CIR #3 UPS/BATTERY ROOM 107 AND GENERATOR ROOM 108 NAC DEMO SCALE: 1/8" = 1' FLAGNOTES: 1. REMOVE DEVICE AND RETAIN WIRE INTEGRITY WITH THE BACK BOX. COVER BACK BOX AND LABEL AS "FPS12 CIRCUIT #4". (PHASE 1 WORK) 2. DEVICE MUST BE RELOCATED DUE TO NEWLY CONSTRUCTED WALL. RELOCATE AS SHOWN. (PHASE 1 WORK) DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 c S 6 6 POJECT: PRE -ACTION FIRE ALARM REVISIONS SHEET DESCIPTIO\: 1ST FLOOR NOTIFICATION DEMO SABEY PROVIDENCE w PERMIT SET DESCRIPTION JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.20DEMO.dwg DEMO FA 1 .2.d DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 -VP ?D:'-§ O O 7t - /I 54 E 6 :10 II VP2-8 F O I - (f)0 H 6 0 N 1- 0 3 VP1-9 0 0 0 D 4:x28 D C 3 375 00D 600 TY') FLAGNOTES: 1. LAST SAMPLE POINTS TO BEAT 10' AFF FOR SERVICE ACCESS. SEE SHEET FA 1.3.1 FOR PIPE DIMENSIONS AND DETAILS. NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. NOTE: ALL SAMPLE POINTS TO BE DRILLED AT 1/8" PER CALCULATIONS SHOWN ON SHEET FA 1.3.1. \ u (f)N NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. pe oy 7ipe Ar li-JMIOLEMMAVAir:. Ai At16._ AIAi . 444. 41 d V/ , !rr/ r I' r --r- - 41 JOB NO 08 - 1630 DRAWING NO.: 08-1630-FA1.30.dwg UPS/BATTERY ROOM 107 VESDA PIPE LAYOUT SCALE: 1/4" = 1' \ u (f)N y u :I) N V3D OBD w D -1 D w D \ �D w > ---1 LRx7R w > -I pe oy 7ipe Ar li-JMIOLEMMAVAir:. Ai At16._ AIAi . 444. 41 d V/ , !rr/ r I' r --r- - 41 JOB NO 08 - 1630 DRAWING NO.: 08-1630-FA1.30.dwg UPS/BATTERY ROOM 107 VESDA PIPE LAYOUT SCALE: 1/4" = 1' VP 2-1 0=1/8" EL -90 3/4" CPVC EL -90 ELBOW - END CAP SAMPLE POINT L LABEL LAST SAMPLE POINT DETAIL W/ ELBOW 3/4" CPVC 15'-11" 0'-4" 15'-4" NOT TO SCALE SAMPLE POINT DRILLED AS NOTED ON ISOMETRIC LABEL SAMPLE POINT DETAIL 2-1 0=1/8" 14'-10" NOT TO SCALE X14'-10" 2-1 0=1/8" PIPE #2 -4" 2=1 0=1/8" EL -90 \J 2-1 0=1/8" 15'-11" 7'- 2-1 0=1/8" EL -90 7,-0" CO- 10'-0" AFF EL -90 VP 2-9EC 0=1/8" 2-1 0=1/8" 14'-10" 2-1 0=1/8" 14'-10" VP 1-4 0=1/8" EL -90 -3" -0" VLP1-1 6'-0" AFF ,-15'-11" CEILING SLAB SAMPLE POINT TYPICAL SMOOTH CEILING PIPING 6' AFF EL -90 NOT TO SCALE VESDA PIPE 3/4" CONVERSION ADAPTORS DO NOT GLUE ADAPTORS TO MANIFOLD VESDA LASER PLUS PIPE ATTACHMENT EL -90 1'-0" 7'- -11" 1-1 0=1/8" NOT TO SCALE EL -90 7'-3" EL -90 14'-10" 1-3 1-2 0=1/8" 14'-10" PIPE #1 0=1/8" -4" 13'-10" 0'-4" s 0=1/8" EL -90 1-5 0=1/8" 15'-11" UPS/BATTERY ROOM 107 VESDA ISOMETRIC NOT TO SCALE 1-7 0=1/8" -10" 1-8 0=1/8" 14'-10" AN IN. NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. -0" -10'-0" AFF VP 1-9EC 0=1/8" ,r �., r v v v- v - Type: VESDA LaserPLUS 1-1 Endcap Usage: Create a Balanced Design - 0 Fire Threshold: 0.062%/ft Temperature: 68.0'F Absolute Pressure: 1013.5hPa System Flowrate: 65.01/min e Total Pipe Length: 290' 9" 0 Maximum Transport Time: 90sec VESDA__ Inverted Detector: No System Summary 7- [0 1 1 2 Pipe length (ft) I. 147.67 First position (ft) 23.17 26.25 oo= =1 1 9 Hole Spacing (ft) 14.5,-15.92 4.8316.0 VESDA PIPE 3/4" CONVERSION ADAPTORS DO NOT GLUE ADAPTORS TO MANIFOLD VESDA LASER PLUS PIPE ATTACHMENT EL -90 1'-0" 7'- -11" 1-1 0=1/8" NOT TO SCALE EL -90 7'-3" EL -90 14'-10" 1-3 1-2 0=1/8" 14'-10" PIPE #1 0=1/8" -4" 13'-10" 0'-4" s 0=1/8" EL -90 1-5 0=1/8" 15'-11" UPS/BATTERY ROOM 107 VESDA ISOMETRIC NOT TO SCALE 1-7 0=1/8" -10" 1-8 0=1/8" 14'-10" AN IN. NOTE: ALL VESDA INSTALLATION IS TO BE INSTALLED UNDER PHASE 2 WORK. -0" -10'-0" AFF VP 1-9EC 0=1/8" ,r �., r v v v- v VESDA ASPIRATION CALCULATIONS Type: VESDA LaserPLUS 1-1 Endcap Usage: Create a Balanced Design Application: Default Aspirator Speed: 3000rpm Fire Threshold: 0.062%/ft Temperature: 68.0'F Absolute Pressure: 1013.5hPa System Flowrate: 65.01/min Manifold Pressure: 1 13Pa Total Pipe Length: 290' 9" Number Of Sample Points: 18 Maximum Transport Time: 90sec Minimum Hole Flow Rate: 2.01/min Inverted Detector: No System Summary Sector 1 2 Pipe length (ft) 143.08 147.67 First position (ft) 23.17 26.25 No of Holes 9 9 Hole Spacing (ft) 14.5,-15.92 4.8316.0 Pipe Int. Dia. (in) 0.874 0.874 End Vent Dia.(in) 0.125 0.125 1 Maximum Time (sec) 62 63 Ambient Press. (Pa) 0 0 1 Sector Press. (Pa) 113 113 1 Sector Flow (I/m) 32.7 32.4 1 I I I Pipe: P-1 Total Pipe Length: 143' 1" I Ambient Pressure: OPa 1 Sector Pressure: 113Pa I Number Of Sample Points: 9 I Pipe Flowrate: 32.71/min I Section 1 Pipe Diameter 0.874in Distance Relative Direction Hole Capillary Transport Pressure Flow Flow % Hole Pipe Capillary Intersection 0 Length Time Sensitivity 0 0 Pressure # - ft ft in ft sec Pa 1/min %/ft in in Pa - Elbow 11' 11' L - - - - - - - - - - - Elbow 15'11" 4'11" F - - - - - - - - - - 1 Hole 23'2" 7' 3" - 1/8" - 5 98 4.1 12.7 0.974 0.874 - - 2 Hole 38' 14'10" - 1/8" - 8 90 4.0 12.2 1.015 0.874 - - Ii 3 Hole 52'10" 14'10" - 1/8" - 11 83 3.8 11.7 1.056 0.874 - - 4 Hole 68'9" 15' 1 1 " - 1/8" - 14 77 3.7 11.3 1.097 0.874 - - - Elbow 69'1" 4" L - - - - - - - - - - - Elbow 82'11" 13'10" B - - - - - - - - - - 5 Hole 83'3" 4" - 1/8" - 18 71 3.5 10.9 1.137 0.874 - - 6 Hole 99'2" 15' 1 1 " - 1/8" - 24 67 3.4 10.5 1.173 0.874 - - 7 Hole 114' 14'10" - 1/8" - 31 64 3.4 10.3 1.202 0.874 - - 8 Hole 128'10" 14'10" - 1/8" - 42 61 3.3 10.1 1.225 0.874 - - - Elbow 136'1" 7'3" D - - - - - - - - - - 9 Endcap 143'1" 7' - 1/8" - 62 60 3.4 10.5 1.173 0.874 - - Pipe: P-2 Total Pipe Length: 147' 8" Ambient Pressure: OPa Sector Pressure: 1 13Pa Number Of Sample Points: 9 Pipe Flowrate: 32.4/min Section 1 Pipe Diameter: 0.874in Distance Relative Direction Hole Capillary Transport Pressure Flow Flow % Hole Pipe Capillary Intersection 0 Length Time Sensitivity 0 0 Pressure # - ft ft in ft sec Pa 1/min %/ft in in Pa - Elbow 11' 11' R - - - - - - - - - - - Elbow 19' 8' F - - - - - - - - - - 1 Hole 26'3" 7' 3" - 1/8" - 5 98 4.1 12.7 0.974 0.874 - - 2 Hole 41'1" 14'10" - 1/8" - 8 90 4.0 12.2 1.015 0.874 - - 3 Hole 55'11" 14'10" - 1/8" - 11 83 3.8 11.7 1.056 0.874 - - 4 Hole 71'10" 15'11" - 1/8" - 14 77 3.7 11.3 1.097 0.874 - - - Elbow 72'2" 4" R - - - - - - - - - - - Elbow 87'6" 13'10" B - - - - - - - - - - 5 Hole 87'10" 4" - 1/8" - 18 71 3.5 10.9 1.137 0.874 - - 6 Hole 103'9" 15' 1 1 " - 1/8" - 24 67 3.4 10.5 1.173 0.874 - - ) 7 Hole 118'7" 14'10" - 1/8" - 31 64 3.4 10.3 1.202 0.874 - - 1 8 Hole 133'5" 14'10" - 1 /8" - 42 61 3.3 10.1 1.225 0.874 - - ! - Elbow 140'8" 7'3" D - - - - - - - - - - ) 9 Endcap 151'8" 7' - 1/8" - 63 58 3.4 10.5 1.187 0.874 - - ) DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 Eg W.. LA PRE -ACTION FIRE ALARM REVISIONS SHEET DESCIPTIO\: VESDA ISOMETRICS, CALCS, AND DETAILS 00 CO 0 PERMIT SET DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA1.31.dwg FA1.311 DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 1I1■■■■■■:: FLAGNOTES: DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 1. ACQUIRE CP -7 SLC -3 FROM THIS RISER, AND PULL IT OVER TO FJB23 TO CONNECT THE DEVICES ON THIS FLOOR. (PHASE 3 WORK) 2. FRCM MONITOR MODULES TO FACILITATE FUTURE CLEAN AGENT RELEASING CONTROL PANEL INSTALLATION. LOCATION TO BE APPROVED BY OWNER BEFORE INSTALLATION. (PHASE 3 WORK) 3. PULL STATIONS CONTAIN MINI FRCM MONITOR MODULES. (PHASE 3 WORK) :1 q rg NOTE: ALL WIRING ON THIS SHEET IS INSTALLED IN CONDUIT. 111 0 0 U U7 LL n w w U) 2ND FLOOR SLC PLAN /I;%%I I A lig MK- /�!�� / // �ramrdr % ,,, rii moi irerm a i p1 i ���rimuG.r-Pi %i%1rm . r (�� i►' / r'AV Dr# �l �`.;- ��% x,,0;1 ��AFAIS� :.•ter%L V rArA'///i0110 .%//% pririr- /� Joill a ��I mr.i►/� i�%'� hriorr awAs r 11M r Pr Pr r ram? r•- m/.%/ ' i li'/m y , or ! '' ��� g: :'y ! � wrArA,�� �, ,,O A A AE ,���%A Ia�Ii%%%'///.�"///.%//..:%//"///��►'//. �:ii�'/I.viii%'///.��%I//. SABEY PROVIDENCE oimin CO CO 0 2ND FLOOR SERVER ROOM SCALE: 1/8" = 1' DESCRIPTION w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA2.10.dwg FA 2,1 "d'A mt. Idirz" AWIor 1'IUIII �IIr 0.Iw QI iI/IIIIII�, inimm ��. I%%15firY IvAl ram %W Tri -1//41 1/11 %?r % VIMIPTI rII �11�%/l wordmum aim= prig KIII4 NMI A I Fir lizIME1111111111 NIEVII1■■II 11111 ■1■■:; IJIU 11 /1 N . WAVE a :741 1•111 NMI MUM 1111 MMMMM :: ::,■�i1111111111•1111M MI :40.11111111111111•111=11 MI '•:•'; MI .::Ii■r7i'i:0i:iYIGI11111M1 11113 MI III `.�■ 41, 11111__111:1 16'...m°^l:•- ...1:• 1 i.::.... '-�- ilili ilirl 11111 111. NIEL .._::::._.__....�.- ...---------...I �II�III/ :11■`:� ��►�;1■■■i■■::.il I�� 11L i■1=■ = ■■MIMEX11p •• _.�� : i ME :, :: g .!1 � V1■■i ■1111 di di i-■�,� 010 4 �i 011,6111 ■■i�.11' II& I■n�■:::til■� .... 21 ■II■Ir.�r►�-■■..■Irk■is■e.■�11 A� 11 INIIIIME ■1■■ X11Al ► '.:; `rte•' ����/JaII:II UI .v 11■tl :: .. ... :•so<..• o•,,;.•.a• :•a.:•: :..: �ir:.:.a�:.:e:±: ::::r..:a• eio. ooe•.o� 0 _I �r•••..A?•:q.v•••-•�Z•:. •I :'e.:•i_•:•.P:, •_• ____-_4%i7:•:%:•_:i •_❖_w �e•.p..•.•.:. i•.6 .•A:�:��__, _e......._ �.. Cbe❖ _.. 4.......... t.��..� ■■■,1•�711I►IlirliI■I■k��■I� ■■ai�i■■1�im.:11\14,0721:koma, ,0�I. �I _•■►►NIl1►1I1\1������1���■i■��n�■ ■i.�1 �0•••P•❖.•J..T.O'O.•••••4•� 51: - _ . _� f •-�•�i� •..❖.:❖ io.l •. .•OO -- .�111i= iiil ■■U11■111 1_■1�1'1I■1■1111■%�111� ' iiiiiikailr =of —in..mm■inEwid&-7.- :Iii '�'I'alma' •-simm 1o:'�m.,. ACQUIRE NOTIFICATION CIRCUIT FROM FPS7A OUTPUT 3. (PHASE 3 WORK) REMAINING BACK BOX FROM REMOVED DEVICE DESCRIBED ON SHEET FA 2.2.d. (PHASE 3 WORK) RELOCATED DEVICE AS DESCRIBED �a:•,a;:�.. r,�Y�'•��:�.;..�: fir_, -� r v r -� i -r .— - . -. __ _ _4 T -. _�-T �Y �'- ��•1�'fT 1:414-151fialard %1/ ►i111/111►H /04111111111104 -•fr jPiiiir liktc4441014,4 3K h.4 I.rr "trowlito MOI IA1W : i I'• ii iilpr_�c. � Ale r_ �..iii� � ..,,,A,10 erffeArAMWZNIFIKSTGOTFAMM1177 Argewil_ FVISWMAaVArAffAPMMM %FPAWAIL,E1.41,MPriArN/AIlifrArrAdtir AW\ idet:urAffidw.A.gr ' ArA" r WIIMIIKTAWATMIEWAK AggrAimp=" ogrArov-r t � ,t 7r� t 4 t `��✓ OP" NEtivilp 1111 V rnor3 t, 1.1 as x � va i SII •r �. — wirrirjr��rw�,�..�� ILIIIIIIMUU■� ' — �7�% Poway- ArArIrdr A mawriiriTrtAlprr-'0J-rwrArrirg"27-Amorral-rorrar pfr ma pr A re • i' M ;'�'///` ii i r PROVIDENCE SERVER ROOM NAC SCALE: 1/8" = 1' ~r �r� /7 iAtm owrdw ,iiinoiiii i►iA� rritwiiiii iii �i 4 _ M'J /'/'�I�i,/'i'i�il�I/"'/iiimy" r I . �r I //11 /1/- Arimovit//%/////////.�!/%////.,'/ooLe ' ' ���' ,, � ' ► ► ��, � r'////��I�//ilii//Adrior"r ArlireardPr'r DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 0 -D N LU N 0 0 0 LO O CC) CN X N 10 t g b _p POJECT: PRE -ACTION FIRE ALARM REVISIONS O 0 0 w LLJ 2ND FLOOR NOTIFICATION SABEY PROVIDENCE E+C/1 vsi CO c�O 0) No� v iCO 5 w F -- PERMIT SET DESCRIPTION I w JOB NO.: 08-1630 DRAWING NO.: 08-1630-FA2.20.dwg FA 2.2 ►I�. /I. /II!/i1 /il/II i III.' __ :-. I ISI/li/ /�� I� of II �� 11111/1 1I�1.411 IIIII�I�IIIII IIL��II I� II 112210O.1.111I'IIIIIII% IIIre-mmi t I�III�I:.V II. WI�I'I' IliI�IIyitamIt it I ovAlw iII II/J%IIII I/011111 IIII.rAt SII I�II'Illi� Ip�poor/pig rAI��l II/IIIII�r plll.r� I�II� VII/IIIA 11.- i 'I ii► IIgi�IM.ulll. AI III 1111 F.AISI (III I►/ IIII III���.IF IIir&w illlil/l(III�I��iV1.�►. M1.111 III�I�III/► ACQUIRE CP -7 SLC -4 FROM THIS RISER, AND PULL IT OVER TO FJB TO CONNECT THE DEVICES ON T R2M RELAY MODULE TO BE - PROGRAMMED AS A RESET DEVIC TO ALLOW RESETTABLE 24VDC POWER TO DUCT DETECTORS. (PHASE 3 WORK) REMOTE TEST STATIONS (8) FOR DUCT DETECTORS. SEE SHEET F FOR DETAILS. (PHASE 3 WORK) DUCT DETECTORS INSTALLED FO LOCAL SHUTDOWN OF HVAC UNIT SEE SHEET FA 5.1 FOR WIRING DETAILS. (PHASE 3 WORK) 24V END OF LINE SUPERVISION REALY. SEE SHEET FA 5.1 FOR DETAILS. (PHASE 3 WORK) % r I ��= �I� �� 1► � �� ire -' �� r. /' I ►• r Ir II _ /._P*r# �/jr� Ft ///.1 .���/` ��li► Aller//% I►/' I%%rilio;;'1111gEBAlrAta6Av!ar., �. Ii IL '®I %C�=/�%/IIA. dI//� /./ �i �%//%/I f 1-/ �1�`��' , 9L I/ /�I S n1I�%Ido//I ��'►®/_/�"„'�-.'"'I�I��_�„'I"�/'I///"/ �r.�►�ti , JElpAr-4,„„11i'JI /i filar ArrA /dI/I/%%%� /,rei3MI/1100r � �i►�� 11111/%f �I��� ►'j �� , ��. ���'I ,.�/rte .� � _.-III I1/���1'' ��I r��,I.�► I�////////rimr.r/%//.%///////.%%%/I�%/./ N lik.1 11-i ps�41rwm/orAi .L--'�I I � I _r �s ' I .r�!�%m��7��i /I��t ►--%-o %�I„�A//Lii�1r��-.1 5.�IiIl_./ #�U�� � �11500,1 � �IS/I� A�:_A�/%r��rI�I���/ i//I'/%I'/i%/orlreiro77:%V::rfjrAr ////i%/►V''%i /I%/IA�//�///%/i%L%%/i/%/.i//.11jirr Admi ,����/,/�%/�%/�%%�N��� � iiiLi 6 -1II%S `���r4. Near _ 1/%/1 -!' I��i►J�r filri IATAMFIAlrelliTANAMPIIOICOrMillreilMilreAr Aron!,,./. .// r � / ���� %III/1. AAI '/aIlLi�i! riff vmor r /'i� II iII loi" Tiro. I /r--..��...�.�.}, r r -- I ► . \%/IIIAMW VAVAE LM%..%/II/% %.3-11/ 9IVARAF WII SI/I/%► . � I _ i II /`W.ii/ API A. aisAr/AM�L/ii ii.�iiii. INIVA iiI►ii ii �1L% 1//II �./� rr %irw irmir i Mr himr,ArAavitedr_.%v_i_ ' y IIivZ�'I/ �! lIiIII / A:3%//m% TMP� , J' z z ;'-/I�%//.%�:►�%/I!� %I//. �//I�%/%���I 1► 'IIII �`�i',ii,'Ab. AO'gri • r 1,���-, 1, �� �r� / I, �� � ; �:� "� ��r sl:��_� � III�r• � ��r•�� � _IIIA AlwAnt AAir r grAFAMINMIi �. �1 �GGG�GG�L�_1�� t��J��/�II�����- �...I r�A�W������/�/��III.J I/�AIIMPj �I��I� . i, . III pr lireormer Filismr ./// �///%/►%i/..////i%//%/I ! / : r/Ito i►• • /ted — - �� �Lf �:f ����f[��11�-��_I � /!.����_�_ �/LL�1�3jr-ZdAir.a-7:arrarArAirsar1-e-MrEurrprElivAA13:4lirAillarreArtIllE/217±AltrrilaillyA,� ��A1I I, II'v /I._�-1 /\�� ����� I/I%. ��►�� I %I.�������1:�.__ WitA �►� AVAMINi�414.:7�iiink. prabw .rimArA�i�tliIrAwre---1 riAimiMWAV��I������M�A►������ ���� r /IIII/%�..1/7 / % I :Iv-mminirdwAwrAmsdirAwAlm„..",storaramosarae"--2,,arm��iit Ar Al_ %//►///////,%//% I / I I ''IIIb, •IVAIMAMWANAIV927 ': iii .iii%i'' %/ % D%///�PP' i�F-�.II , , i�lMA—IO r�_- I I I►'��'�'� '� Iii,' MI ./.i.:_����.ai..._1.��al /a_&I/IIl..'`A6.� r4vird����► / ���//clay/�I�_ _ _._ .iummirdor•#,,��I .ice-./��� ����//�//,,� .., 7 A 4Z A ,IF Ar., i�l/Imr`aiii........m. A /WI Ifirmx..........AwAmiwmArrArrarrA ri MI11_—i___ 2S, 2PN _, R; firdliMEr �► ���I:r'77 ICU �j A 'AVM/►/// / 'II�IIf fir ri l�iI�ir'�i`I�rjilr`i�7� r� it��i`r rer .� Imummi QTS RTS RTS RTS Imo, RTS ION RT;A r- - 4PR ' 4PR • DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 0 a_ 0 w LLJ t'D FLOOR MECHANICAL SL P A 1`II� ✓ I_._. INFAMIN iumm ISI / "A A AHU 52B1 EQUIPMENT LI TO 52L4B 120V 20A NOTE: FCE TO AR COORDINATION MEE MCKINSTRY MECHA DETERMINE DETAILED FOR ALL DUCT DET NGE A ING WITH ICAL TO OCATIONS CTORS 3RD FLOOR MECHANICAL UNITS FOR 2ND FLOOR SERVER ROOM NO WORK ON THIS SHEET. FOR REFERENCE ONLY. SCALE: 1/8" = 1' SLC(IN -) SLC(IN +) SLC (- OUT TO NEXT DEVICE ) SLC (+ OUT TO NEXT DEVICE ) SLC(IN -) S SLC (IN +) S SLC (- OUT TO NEXT DEVICE ) $SLC (+ OUT TO NEXT DEVICE ) DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 SLC(IN - SLC(IN - SLC(IN + SLC (- OUT TO NEXT DEVICE ) SLC (+ OUT TO NEXT DEVICE ) SLC (IN + SLC (+ OUT TO NEXT DEVICE ) 24VDC (IN +) } 24VDC (IN -) S 24VDC (- OUT TO NEXT DEVICE ) $ 24VDC (+ OUT TO NEXT DEVICE ) (FROM FCPS) 24VDC (IN +) } 24VDC (IN - ) AUX 24VDC POWER FROM LAST S DEVICE RED 8 REQUIRING POWER ELR-1 EOL RELAY —FRCM END OF LINE RELAY 4" SQUARE BOX 2 SLC LOOP TO r NEXT DEVICE (IF ANY) DETECTOR BASE WIRING DETAIL FRCM MONITORING CIRCUIT-{ TO NEXT DEVICE OR ELR j.-FRCM MONITORING CIRCUIT J FROM PREVIOUS DEVICE OR FRCM S.R.M. DETAIL S.O.M./FCPS WIRING DETAIL F.R.C.M. DETAIL 24VDC POWER SUPERVISION RELAY SLC(IN +) SLC(IN -) SLC ( OUT - ) SLC ( OUT + ) T NUT THE PROBE MUST BE COMPLETELY IN THE PROTECTED AREA. 194° HEAT DETECTOR DETAIL (TO DUCT DETECTORS) 24VDC } 1 NO RESETTABLE } t NON-RESETTABLE R2M NORMALLY CLOSED CONTACTS FOR RESETTABLE POWER 24VDC } RESETTABLE TO A/C UNIT STOP CIRCUIT .n .r. 24VDC } RESETTABLE i--' UCT DETECTOR VLPPS - POWER SUPPLY roc:RCM END OF LINE RELAY 1FRCMSUPERVISION CIRCUIT REMOTE TEST STATION RTS -451 KEY • REMOTE TEST STATION RTS-451KEY • O O O O O O G L N 120 VAC TRANSFORMER DESIGNATIONS 28 VAC ARE NORMALLY ENERGIZED TO VESDA POWER SUPPLY OUTPUT-[ CONTACT CLOSES IN ALARM 4 CONTACT CLOSES IN ALARM NO CCC N: FAULT INbICATDR BLUE (IN - ) YELLOW (IN + ) O m } BLUE (- OUT TO NEXT DEVICE) BLUE (IN - )} S YELLOW ( + OUT TO NEXT DEVICE) YELLOW ( IN +) W Z Z 0 O m } BLUE (- OUT TO NEXT DEVICE ) S YELLOW ( + OUT TO NEXT DEVICE ) TO VESDA DETECTOR FRCM END OF UNE RELAY FRCM SUPERVISION CIRCUIT J1 TO 120VAC/60HZ CONNECT TO DEDICATED BRANCH CIRCUIT FOR FIRE ALARM USE V'NET A SHLD X9 V'NET B o SHLD —X10 o POWER 0 X7 o + POWER O - X8 O NO NO RELAY 1 RELAY 7 o C ISOLATED FIRE2 0 o NC NC O NO NO RELAY 2 RELAY 6 o C MINOR FIRE 1 C o NC FAULT NC o NO RELAY 3 RELAY 5 NO o C URGENT ACTION C o NC FAULT NC o NO NO RELAY 4 GNL P —0 C ALERT INPUT C o NC X12 X6 LED OUTPUTS 01 D2 X17 HEAD TERMINATION CARD LPV-PCB-010-00C r C7 VAFEO-640 3WOR39J C3 1 X1 TO TERMINATION 12V, 12AH BATTERY 12V, 12AH BATTERY JOB NO.: W 08-1630 DRAWING NO.: 08-1630-FA4.10.dwg DH100ACDCLP DUCT DETECTOR/ KEY RESET WIRING DIAGRAM VESDA POWER SUPPLY VPS -100 VESDA LASER PLUS VLP SYNC MODULE (MDL) (+) HORN CTL (-) (+) ZONE1 (+) Z2 (-) (+) ZONE2 (+) SLAVE IN to (-) - FCPS EOL RESISTOR 120VAC FCPS-24 FPS16 VOLTAGE DROP CALCULATIONS FPS16-1 Device Load FSP16-2 Device Load 1 2 3 4 EOL 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 0.194 A 0.194 A 0.194 A 0.194 A 1 2 3 4 EOL 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 95cd Wall Horn/Strobe 0.194 A 0.194 A 0.194 A 0.194 A 2 EOL Total Load 0.776 A 2 Total Load 0.776 A FPS16-3 Device Load FPS16-4 Device Load .. O� 4 VO V� O 1 0.060 A Total Load 0.000 A 5 Total Load 0.000 A Total Wire Length CKT in feet FPS16-1 FPS 16-2 FPS 16-3 FPS 16-4 3A MAX PER CKT, 6.0A TOTAL POWER LIMITED & SUPERVISED FCPS-24 CTL INPUT #1 FM FACP CTL INPUT #1 FM FACP CTL INPUT #1 CTL INPUT #1 TROUBLE N.O. CTL INPUT #2 FM FACP CTL INPUT #2 FM FACP AUX OUPUT (10mA max) COMMON INTERNAL CONNECTIONS W/ TROUBLE RELAY. HELD CLOSED IN STANDBY 0� ALARv. ODEN ONLY WHEN IN TROUBLE AND NOT IN ALARM. SOM NAC CKT OUTPUT 180 250 NOT USED NOT USED Wire Wire Impedance Type (Ohms/1 Kft) AWG14 2.525 Ohms AWG14 2.525 Ohms Total Wire Impedance (Ft/1000) x Imp Total Ckt Load (See Table) Voltage Drop = Total Ohms x Total Ckt Load FCPS-24S8 FPS7A VOLTAGE DROP CALCULATIONS FPS7A-1 Device Load FSP7A-2 Device Load 1 15cd Wall Horn/Strobe 0.060 A 1 15cd Wall Horn/Strobe 0.060 A 2 EOL 15cd Wall Horn/Strobe 0.060 A 2 15cd Wall Horn/Strobe 0.060 A 3 15cd Wall Horn/Strobe 0.060 A 4 15cd Wall Horn/Strobe 0.060 A 5 95cd Ceiling Horn/Strobe 0.285 A 6 95cd Ceiling Horn/Strobe 0.285 A 7 75cd Ceiling Horn/Strobe 0.221 A 8 EOL 75cd Ceiling Horn/Strobe 0.221 A Total Load 0.120 A Total Load 1.252 A FPS7A-3 Device Load FPS7A-4 Device Load 1 75cd Ceiling Horn/Strobe 0.176 A - - - 2 75cd Ceiling Horn/Strobe 0.176 A 3 75cd Ceiling Horn/Strobe 0.176 A 4 EOL 75cd Ceiling Horn/Strobe 0.176 A �O � O0 Total Load 0.704 A Total Load - Total Wire Length in feet Wire Wire Impedance Type (Ohms/1 Kft) Total Wire Impedance (Ft/1000) x Imp Voltage Drop = Total Total Ckt Ohms x Load (See Total Ckt Table) Load DRAWN BY: JSL DATE: 08/11/08 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 14 0.455 Ohms 0.631 Ohms 0.776 A 0.776 A 0.353 V 0.489 V FPS7A-1 FPS7A-2 FPS7A-3 FPS7A-4 65 AWG14 400 AWG14 310 AWG14 NOT USED 2.525 Ohms 2.525 Ohms 2.525 Ohms 0.164 Ohms 1.010 Ohms 0.782 Ohms 0.120 A 1.252 A 0.704 A 0.019 V 1.264 V 0.550 V FPS 16 BATTERY CALCULATIONS Circuit FPS16-1 FPS 16-2 FPS16-3 NOT USED FPA16-4 NOT USED FCPS Current AUX 24VDC CURRENT Total Load Standby Load 0.000 A 0.000 A 0.000 A 0.000 A 0.048 A 0.022 A 0.070 A Alarm Load 0.776 A 0.776 A 0.000 A 0.000 A 0.048 A 0.030 A 1.630 A FPS7A BATTERY CALCULATIONS Circuit FPS10A-1 FPS10A-2 FPS10A-3 FPA10A-4 FCPS Current Total Load Standby Load 0.000 A 0.000 A 0.000 A 0.000 A 0.065 A 0.065 A Alarm Load 0.120 A 1.252 A 0.000 A 0.000 A 0.145 A 1.517 A Battery Capacity 7.000 A -H Alarm Load x Standby Load x Total Ampere Hours 5 min (0.084) 24 hrs Battery Capacity 7.000 A -H 0.137 Ampere -Hours 1.680 Ampere -Hours 1.817 A -H Total Ampere Hours Required (+20%) 2.180 A -H Remaining Ampere Hours 4.820 A -H Alarm Load x Standby Load x Total Ampere Hours 5 min (0.084) 24 hrs 0.127 Ampere -Hours 1.560 Ampere -Hours 1.687 A -H Total Ampere Hours Required (+20%) 2.024 A -H Remaining Ampere Hours 4.976 A -H 5 (+) (-) (+24VDC) 8 9 SOM ELR 120 VAC NOTE: MODEL FCPS-24S8 HAS BUILT IN SYNC AND DOES NOT REQUIRE SYNC MODULES. NAC -1 AND NAC -2 ARE EXISTING AND SUPPLY NOTIFICATION APPLIANCES IN OTHER SPACES AND ARE NOT REFLECTED IN THIS PROJECT 08-1630. 24VDC TO SOM GROUNDING STRAP TO CHASSIS GROUND NAC -1 NAC -2 s NAC -3 NAC -4 MOUNT SOM HERE SEE SHEET FA 5.1 FOR WIRING DIAGRAM, AND REFER TO FCPS-24 INSTALLATION MANUAL FOR MOUNTING INSTRUCTIONS. ZNAC CONNECTOR AUX (-) AUX (+) IN2 (-) INTERNAL TROUBLE RELAY IN2 (+) 7AH, 12V BATTERY 7AH, 12V BATTERY 30V 15A F1 OUT (-) OUT (+) IN1 (-) NOTIFICATION TO REMAINING EXISTING HORN/STROBES (OR ELR) JOB NO.: IN1 (+) ElBATTERY SYNC (-) SYNC (+) NOTIFICATION FROM EXISTING HORN/STROBE 00000 eeeooeoo 1 2 3 4 5 6 7 8 DRAWING NO.: 08-1630-FA4.20.dwg TYPICAL FCPS-24 POWER SUPPLY WIRING DIAGRAM TYPICAL FCPS-24S8 POWER SUPPLY WIRING DIAGRAM Vicinity D Sea -Tac Int'I Airport ELECTRICAL SYSTEM NOTES 1. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE. 2. ALL WIRING FOR THE FM -200 SUPPRESSION SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2" ELECTRICAL METALLIC TUBING (EMT) OR CONDUIT. 2. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. (NFPA 2001 ) 3. AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. 4. PAINT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. 5. IDENTIFY EACH COVER WITH POWER LIMITED FIRE ALARM CKT. 6. MAINTAIN 1" SEPARATION BETWEEN ALL POWER LIMITED AND NON POWER LIMITED CIRCUITS. 7. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72 , AS WELL AS ALL APPLICABLE LOCAL CODES. 8. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 9. WHEN 17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL. 10. AIR HANDLING DAMPERS SHALL SHUT DOWN WHEN THE FM -200 SYSTEM IS IN THE PRE -DISCHARGE CONDITION. EXCLUSIONS **WORK LISTED BELOW SHALL BE PROVIDED BY OTHERS OR UNDER OTHER SECTIONS OF THE PROJECT.** 1. 120 VAC POWER SUPPLY TO THE CHEETAH CONTROL PANEL. 2. TELEPHONE LINES FOR REMOTE MONITORING. 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. 4. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR LISTED CENTRAL ALARM STATION. PROJECT DATA APPLICABLE CODES : NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM FIRE CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION OTES 'AFF EEP NEW SCOPE OF WORK -12/14/07 - ADD 2 ADDRESSABLE R2M RELAY MODULES FOR UNLOCKING THE DOORS TO THE ROOF IN GENERAL ALARM. - ADD 9 WEATHERPROOF HORNS ON ROOFTOPS TO NOTIFY OCCUPANTS OF GENERAL ALARM CONDITION FOR EVACUATION. WORK DONE UNDER JOB # 07-2380 THIS IS A PARTIAL DRAWING SET OF THE COMPLETE PROJECT. THIS SET CONTAINS THE FOLLOWING DRAWINGS OFA 79 PAGE SET. SHEET FP -1, FP -22, FP -28, FP -66, FP -78 & FP -79 ONLY. THE SHEETS THAT ARE NOT INCLUDED REFERENCE THE COMPLETE PROJECT AND SCOPE OF WORK NOT ASSOCIATED WITH THIS CURRENT SCOPE OF THE WORK **FIRE ALARM SYSTEM** **PRE ACTION SPRINKLER DETECTION & CONTROLS** EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP **VESDA AIR SAMPLING SYSTEMS** PHASE 1, PHASE 11, AND TENANT IMPROVEMENT ASBUILT (** SOLID LINETYPE REFLECTS CURRENT CONSTRUCTION - DASH -DOT LINETYPE REFLECTS ASBUILT CONSTRUCTION ** SUPPRESSION SYSTEM INC. STANDARD SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS LIST SHEET FP -1 )( If non standard sysmbol is used it will be called out on the drawing ) C.P. 1 IS.H.P) CHEETAH CONTROL PANEL SINGLE HAZARD PANEL 1vP-#I 1 B.C. 1 VESDA LASER PLUS PANEL P.S. 1 BATTERY CABINET POWER SUPPLY 11 R2M IsOMI IFRCM DUAL RELAY MODULE SUPERVISED OUTPUT MODULE 1 H.L.I.I HIGH LEVEL INTERFACE FAST RESPONSE CONTACT MODULE PHOTOELECTRIC DETECTOR HEAT DETECTOR IONIZATION DETECTOR 2 Lip FM -200 MAINTINANCE BYPASS SWITCH JUNCTION BOX ELECTRIC ALARM BELL WEATHER-PROOF STROBE STROBE HORN / STROBE I N- ❑s ❑T 180° FM -200 DISCHARGE NOZZLE 360° FM -200 DISCHARGE NOZZLE S.S.I. SPECIAL ORDER SIGN FIRE ALARM PULL STATION PRE -ACTION SOLENOID PRE -ACTION TAMPER SWITCH 11-0001 IA1-O01 Isi-0oi REFERENCE NOTE NUMBER COMM. LOOP # AND DEVICE ADDRESS AUDIBLE LOOP # AND DEVICE # SUPPLEMENTAL POWER SUPPLY LOOP # AND DEVICE # 1 RR 1 IFJB# I 1#-#-##1 FIRE SMOKE DAMPER CONTROL REMOTE REST FIRE JUNCTION BOX / NUMBER PANEL# / LOOP # / ADDRESS # 1 LTJ EXTERIOR BELL/STROBE 4 EXTERIOR WEATHER PROOF HORN 1P1 -001 AUX. POWER LOOP # AND DEVICE # AHU SMOKE DETECTOR/ AC#/S=SUPPLY/R=RETURN IFPS001 EXTENDER PANEL LOOP # AND DEVICE # I'9RAPHIcI GRAPHIC PANEL LSRMI SOLENOID RELEASING MODULE ® FM -200 MANUAL RELEASE PULL STATION Ea END OF LINE RESISTOR PRE -ACTION FLOW SWITCH ® VESDA SAMPLING PORT I VPS VESDA POWER SUPPLY IARMI AGENT RELEASE MODULE FM -200 MANUAL ABORT STATION Q FM -200 CYLINDER © PRE -ACTION LOW AIR SWITCH 4.-- SMOKE DUCT DETECTOR RR 1 REMOTE RESET DRAWING INDEX FP- 1 FP- 2 FP- 3 FP- 4 FP- 5 FP- 6 FP- 7 FP- 8 FP- 9 FP -10 FP -11 FP -12 FP -13 FP -14 FP -15 FP -16 FP -17 FP -18 FP -19 FP -20 FP -21 FP -22 FP -23 FP -24 FP -25 FP -26 FP -27 FP -28 FP -29 FP -30 FP -31 FP -32 FP -33 FP -34 FP -35 FP -36 FP -37 FP -38 FP -39 FP -40 FP -41 FP -42 FP -43 FP -44 FP -45 FP -46 FP -47 FP -48 FP -49 FP -50 FP -51 FP -52 FP -53 FP -54 FP -55 FP -56 FP -57 FP -58 FP -59 FP -60 FP -61 FP -62 FP -63 FP -64 FP -65 FP -66 FP -67 FP -68 FP -69 FP -70 FP -71 COVER SHEET & NOTES 1ST FLOOR OVERALL FIRE ALARM 1ST FLOOR AREA "A" FIRE ALARM 1ST FLOOR AREA "B" FIRE ALARM 1ST FLOOR AREA "C" FIRE ALARM 1ST FLOOR AREA "D" FIRE ALARM 1ST FLOOR AREA "E" FIRE ALARM 1ST FLOOR OVERALL AUDIBLE DEVICES 1ST FLOOR AREA "A" AUDIBLE DEVICE 1ST FLOOR AREA "B" AUDIBLE DEVICE 1ST FLOOR AREA "C" AUDIBLE DEVICE - 1ST FLOOR AREA "D" AUDIBLE DEVICE 1ST FLOOR AREA "E" AUDIBLE DEVICE 1ST FLOOR OVERALL VESDA WIRING 1ST FLOOR AREA "A" VESDA PIPING (future installation) 1ST FLOOR AREA "B" VESDA PIPING (future installation) 1ST FLOOR AREA "C" VESDA PIPING (future installation) 1ST FLOOR AREA "D" VESDA PIPING (future installation) 1ST FLOOR AREA "E" VESDA PIPING - 2ND FLOOR OVERALL FIRE ALARM - 2ND FLOOR AREA "A" FIRE ALARM - 2ND FLOOR AREA "B" FIRE ALARM - 2ND FLOOR AREA "C" FIRE ALARM - 2ND FLOOR AREA "D" FIRE ALARM - 2ND FLOOR AREA "E" FIRE ALARM - 2ND FLOOR OVERALL AUDIBLE DEVICE - 2ND FLOOR AREA "A" AUDIBLE DEVICE - 2ND FLOOR AREA "B" AUDIBLE DEVICE - 2ND FLOOR AREA "C" AUDIBLE DEVICE - 2ND FLOOR AREA "D" AUDIBLE DEVICE - 2ND FLOOR AREA "E" AUDIBLE DEVICE - 2ND FLOOR OVERALL VESDA WIRING - 2ND FLOOR AREA "A" VESDA PIPING (future installation) - 2ND FLOOR AREA "B" VESDA PIPING - 2ND FLOOR AREA "C" VESDA PIPING - 2ND FLOOR AREA "D" VESDA PIPING - 2ND FLOOR AREA "E" VESDA PIPING - 3RD FLOOR OVERALL FIRE ALARM - 3RD FLOOR AREA "A" FIRE ALARM - 3RD FLOOR AREA "B" FIRE ALARM - 3RD FLOOR AREA "C" FIRE ALARM - 3RD FLOOR AREA "D" FIRE ALARM - 3RD FLOOR AREA "E" FIRE ALARM - 3RD FLOOR OVERALL AUDIBLE DEVICE - 3RD FLOOR AREA "A" AUDIBLE DEVICE - 3RD FLOOR AREA "B" AUDIBLE DEVICE - 3RD FLOOR AREA "C" AUDIBLE DEVICE - 3RD FLOOR AREA "D" AUDIBLE DEVICE - 3RD FLOOR AREA "E" AUDIBLE DEVICE - 3RD FLOOR OVERALL VESDA WIRING - 3RD FLOOR AREA "A" VESDA PIPING (future installation) 3RD FLOOR AREA "B" VESDA PIPING - 3RD FLOOR AREA "C" VESDA PIPING - 3RD FLOOR AREA "D" VESDA PIPING - 3RD FLOOR AREA "E" VESDA PIPING - ROOF OVERALL FIRE ALARM - ROOF AREA "A" FIRE ALARM (future installation) - ROOF AREA "B" FIRE ALARM - ROOF AREA "C" FIRE ALARM - ROOF AREA "D" FIRE ALARM - ROOF AREA "E" FIRE ALARM - BACKBONE LAYOUT & PHASE LAYOUT - DETAILS CONTROL PANEL #1 RISER - DETAILS CONTROL PANEL #2 RISER - DETAILS CONTROL PANEL #3 RISER - DETAILS CONTROL PANEL #4 RISER - DETAILS CONTROL PANEL #5 RISER - DETAILS CONTROL PANEL #6 RISER - DETAILS CONTROL PANEL #7 RISER - DETAILS CONTROL PANEL #8 RISER - WIRING DETAILS GENERAL FP -72 - RISER ROOM " A ", " B ", & " C " LAYOUT & WIRING FP -73 - ROOF TOP UNITS LAYOUT & WIRING FP -74 - MICROSOFT T.I. 2ND FLOOR AREA "B" F.A. & AUD. FP -75 - MICROSOFT T.I. 2ND FLOOR AREA "C" F.A. & AUD. FP -76 - MICROSOFT & NET DOCS T.I. 2ND FLOOR AREA "D" F.A. & AUD. FP -77 - MICROSOFT T.I. 2ND FLOOR AREA "E" F.A. & AUD. FP -78 - MEZZANINE DETAILS AREA "B" FP -79 - MEZZANINE DETAILS AREA "E" ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Preven'iion Bureau for conformance with current city standards. Acceptance is subject to errors and omissions Which do not authorize violations of adopted j sta naaras and of inances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 1this date. will void this acceptance and will require a resubmittal of revised drawings for subsequent approv 1. 7 Final acceptance subject tofed and ins by 1 The Tam Fire Psevention BUT MIL 4.(/'"6(ct2- rUKWILA FIRE DEPARTIVIENA Please call: 575•440Z — and give this job No. bQ and exact address for shut. itawn or restoration aparo, Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinspreguest©ci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in'advance of the date you want an inspection. 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. PAI EEC 2;2007 Tukwila Fire /43 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: 08/14/00 DRAWN: CHECKED: APPROVED BY: NMR VJD VJD PROJECT NAME: SABEY DATA CENTER (INTERGATE EAST ) 3355 SOUTH 120TH PLACE BLDG. #5 / TUKWILA, WA 98168 SCALE: AS NOTED NO. DATE REVISION BY 3 12/23/04 AS -BUILT MB SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS COVER & NOTES 4 12/14/07 NEW WORK #07-2380 JL JOB NUMBER: 04-1690 FP -1 of 79 LEGEND / PARTS LIST REV SYMBO QTY. QTY. CAT # DESCRIPTION MANUFACTURE ENCLOSURE 1 8 10-052-R-1 CHEETAH CONTROL PANEL FIKE CUSTOM CP 16 NP18-12B BATTERY ASSEMBLY, 17.2AH YUASA CHEETAH PANEL 30 68-004 VESDA LASER PLUS DETECTOR FIKE CUSTOM VP 432 55-020 FAST RESPONSE CONTACT MODULE FIKE 4S BOX OR 2 GANG FRCM 22 55-021 SUPERVISED OUTPUT MODULE FIKE 4S BOX SOM 64 55-022 SOLENOID RELEASING MODULE FIKE 4S BOX OR 2 GANG SRM 11 68-039 VESDA POWER SUPPLY FIKE CUSTOM VPS 60 NP -12-12 BATTERY ASSEMBLY, 12V 12AH YUASA VESDA POWER SUPPLY 21 68-039 EXTENDER PANEL FIKE CUSTOM FPS 42 NP -7-12 BATTERY ASSEMBLY, 12V 7AH YUASA EXTENDER PANEL 2 43 55-023 DUAL RELAY MODULE FIKE 4S BOX OR 2 GANG R2M 53 RTS451 KEY REMOTE REST FIKE 4S BOX SINGLE GANG RR (Fl 50 BG -10 MANUAL FIRE ALARM STATION FIRE -LITE 4S BOX OR 2 GANG 71 80 BY OTHERS TAMPER SWITCH BY OTHERS ILI 67 BY OTHERS LOW AIR SWITCH BY OTHERS FL 64 BY OTHERS FLOW SWITCH BY OTHERS 63 BY OTHERS SOLINOD VALVE BY OTHERS 298 MT-24-LSM-VFR HORN/STROBE -CANDELA 15/75 WHEELOCK 4S BOX OR 2 GANG 3 RS -241575W -FR STROBE -CANDELA 15/75 WHEELOCK 4S BOX OR 2 GANG B 3 WM3T-24-VFR EXTERIOR STROBE / WEATHER PROOF FIKE 4S BOX OR 2 GANG 3 MB -G6 -24R EXTERIOR BELL / WEATHER PROOF WHEELOCK 4S BOX OR 2 GANG OP 15 63-1021 ANALOG SENSOR, PHOTOELECTRIC FIKE <0> 708 67-1028 ANALOG SENSOR, THERMAL FIKE OS 139 DH100-ACDCP SYSTEM SENSOR DUCT DETECTOR SYSTEM SENSOR OD 53 BY OTHERS MOTORIZED DAMPER BY OTHERS <o>194° 112 60-031 194° THERMAL DETECTOR FIKE 4 63-1023 4" SENSOR BASE FIKE 4-0 BOX 718 63-1020 6" SENSOR BASE FIKE 3-0 BOX 72 67-1034 6" SENSOR BASE 7 AH-24WP-R WALL MOUNT WEATHER PROOF HORN - RED WHEELOCK WBB 7 WBB WEATHER PROOF BACK BOX WHEELOCK ELECTRICAL SYSTEM NOTES 1. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE. 2. ALL WIRING FOR THE FM -200 SUPPRESSION SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2" ELECTRICAL METALLIC TUBING (EMT) OR CONDUIT. 2. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. (NFPA 2001 ) 3. AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. 4. PAINT ALL J -BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. 5. IDENTIFY EACH COVER WITH POWER LIMITED FIRE ALARM CKT. 6. MAINTAIN 1" SEPARATION BETWEEN ALL POWER LIMITED AND NON POWER LIMITED CIRCUITS. 7. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72 , AS WELL AS ALL APPLICABLE LOCAL CODES. 8. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE. 9. WHEN 17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL. 10. AIR HANDLING DAMPERS SHALL SHUT DOWN WHEN THE FM -200 SYSTEM IS IN THE PRE -DISCHARGE CONDITION. EXCLUSIONS **WORK LISTED BELOW SHALL BE PROVIDED BY OTHERS OR UNDER OTHER SECTIONS OF THE PROJECT.** 1. 120 VAC POWER SUPPLY TO THE CHEETAH CONTROL PANEL. 2. TELEPHONE LINES FOR REMOTE MONITORING. 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. 4. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR LISTED CENTRAL ALARM STATION. PROJECT DATA APPLICABLE CODES : NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM FIRE CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION OTES 'AFF EEP NEW SCOPE OF WORK -12/14/07 - ADD 2 ADDRESSABLE R2M RELAY MODULES FOR UNLOCKING THE DOORS TO THE ROOF IN GENERAL ALARM. - ADD 9 WEATHERPROOF HORNS ON ROOFTOPS TO NOTIFY OCCUPANTS OF GENERAL ALARM CONDITION FOR EVACUATION. WORK DONE UNDER JOB # 07-2380 THIS IS A PARTIAL DRAWING SET OF THE COMPLETE PROJECT. THIS SET CONTAINS THE FOLLOWING DRAWINGS OFA 79 PAGE SET. SHEET FP -1, FP -22, FP -28, FP -66, FP -78 & FP -79 ONLY. THE SHEETS THAT ARE NOT INCLUDED REFERENCE THE COMPLETE PROJECT AND SCOPE OF WORK NOT ASSOCIATED WITH THIS CURRENT SCOPE OF THE WORK **FIRE ALARM SYSTEM** **PRE ACTION SPRINKLER DETECTION & CONTROLS** EEP EEP EEP EEP EEP EEP EEP EEP EEP EEP **VESDA AIR SAMPLING SYSTEMS** PHASE 1, PHASE 11, AND TENANT IMPROVEMENT ASBUILT (** SOLID LINETYPE REFLECTS CURRENT CONSTRUCTION - DASH -DOT LINETYPE REFLECTS ASBUILT CONSTRUCTION ** SUPPRESSION SYSTEM INC. STANDARD SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS LIST SHEET FP -1 )( If non standard sysmbol is used it will be called out on the drawing ) C.P. 1 IS.H.P) CHEETAH CONTROL PANEL SINGLE HAZARD PANEL 1vP-#I 1 B.C. 1 VESDA LASER PLUS PANEL P.S. 1 BATTERY CABINET POWER SUPPLY 11 R2M IsOMI IFRCM DUAL RELAY MODULE SUPERVISED OUTPUT MODULE 1 H.L.I.I HIGH LEVEL INTERFACE FAST RESPONSE CONTACT MODULE PHOTOELECTRIC DETECTOR HEAT DETECTOR IONIZATION DETECTOR 2 Lip FM -200 MAINTINANCE BYPASS SWITCH JUNCTION BOX ELECTRIC ALARM BELL WEATHER-PROOF STROBE STROBE HORN / STROBE I N- ❑s ❑T 180° FM -200 DISCHARGE NOZZLE 360° FM -200 DISCHARGE NOZZLE S.S.I. SPECIAL ORDER SIGN FIRE ALARM PULL STATION PRE -ACTION SOLENOID PRE -ACTION TAMPER SWITCH 11-0001 IA1-O01 Isi-0oi REFERENCE NOTE NUMBER COMM. LOOP # AND DEVICE ADDRESS AUDIBLE LOOP # AND DEVICE # SUPPLEMENTAL POWER SUPPLY LOOP # AND DEVICE # 1 RR 1 IFJB# I 1#-#-##1 FIRE SMOKE DAMPER CONTROL REMOTE REST FIRE JUNCTION BOX / NUMBER PANEL# / LOOP # / ADDRESS # 1 LTJ EXTERIOR BELL/STROBE 4 EXTERIOR WEATHER PROOF HORN 1P1 -001 AUX. POWER LOOP # AND DEVICE # AHU SMOKE DETECTOR/ AC#/S=SUPPLY/R=RETURN IFPS001 EXTENDER PANEL LOOP # AND DEVICE # I'9RAPHIcI GRAPHIC PANEL LSRMI SOLENOID RELEASING MODULE ® FM -200 MANUAL RELEASE PULL STATION Ea END OF LINE RESISTOR PRE -ACTION FLOW SWITCH ® VESDA SAMPLING PORT I VPS VESDA POWER SUPPLY IARMI AGENT RELEASE MODULE FM -200 MANUAL ABORT STATION Q FM -200 CYLINDER © PRE -ACTION LOW AIR SWITCH 4.-- SMOKE DUCT DETECTOR RR 1 REMOTE RESET DRAWING INDEX FP- 1 FP- 2 FP- 3 FP- 4 FP- 5 FP- 6 FP- 7 FP- 8 FP- 9 FP -10 FP -11 FP -12 FP -13 FP -14 FP -15 FP -16 FP -17 FP -18 FP -19 FP -20 FP -21 FP -22 FP -23 FP -24 FP -25 FP -26 FP -27 FP -28 FP -29 FP -30 FP -31 FP -32 FP -33 FP -34 FP -35 FP -36 FP -37 FP -38 FP -39 FP -40 FP -41 FP -42 FP -43 FP -44 FP -45 FP -46 FP -47 FP -48 FP -49 FP -50 FP -51 FP -52 FP -53 FP -54 FP -55 FP -56 FP -57 FP -58 FP -59 FP -60 FP -61 FP -62 FP -63 FP -64 FP -65 FP -66 FP -67 FP -68 FP -69 FP -70 FP -71 COVER SHEET & NOTES 1ST FLOOR OVERALL FIRE ALARM 1ST FLOOR AREA "A" FIRE ALARM 1ST FLOOR AREA "B" FIRE ALARM 1ST FLOOR AREA "C" FIRE ALARM 1ST FLOOR AREA "D" FIRE ALARM 1ST FLOOR AREA "E" FIRE ALARM 1ST FLOOR OVERALL AUDIBLE DEVICES 1ST FLOOR AREA "A" AUDIBLE DEVICE 1ST FLOOR AREA "B" AUDIBLE DEVICE 1ST FLOOR AREA "C" AUDIBLE DEVICE - 1ST FLOOR AREA "D" AUDIBLE DEVICE 1ST FLOOR AREA "E" AUDIBLE DEVICE 1ST FLOOR OVERALL VESDA WIRING 1ST FLOOR AREA "A" VESDA PIPING (future installation) 1ST FLOOR AREA "B" VESDA PIPING (future installation) 1ST FLOOR AREA "C" VESDA PIPING (future installation) 1ST FLOOR AREA "D" VESDA PIPING (future installation) 1ST FLOOR AREA "E" VESDA PIPING - 2ND FLOOR OVERALL FIRE ALARM - 2ND FLOOR AREA "A" FIRE ALARM - 2ND FLOOR AREA "B" FIRE ALARM - 2ND FLOOR AREA "C" FIRE ALARM - 2ND FLOOR AREA "D" FIRE ALARM - 2ND FLOOR AREA "E" FIRE ALARM - 2ND FLOOR OVERALL AUDIBLE DEVICE - 2ND FLOOR AREA "A" AUDIBLE DEVICE - 2ND FLOOR AREA "B" AUDIBLE DEVICE - 2ND FLOOR AREA "C" AUDIBLE DEVICE - 2ND FLOOR AREA "D" AUDIBLE DEVICE - 2ND FLOOR AREA "E" AUDIBLE DEVICE - 2ND FLOOR OVERALL VESDA WIRING - 2ND FLOOR AREA "A" VESDA PIPING (future installation) - 2ND FLOOR AREA "B" VESDA PIPING - 2ND FLOOR AREA "C" VESDA PIPING - 2ND FLOOR AREA "D" VESDA PIPING - 2ND FLOOR AREA "E" VESDA PIPING - 3RD FLOOR OVERALL FIRE ALARM - 3RD FLOOR AREA "A" FIRE ALARM - 3RD FLOOR AREA "B" FIRE ALARM - 3RD FLOOR AREA "C" FIRE ALARM - 3RD FLOOR AREA "D" FIRE ALARM - 3RD FLOOR AREA "E" FIRE ALARM - 3RD FLOOR OVERALL AUDIBLE DEVICE - 3RD FLOOR AREA "A" AUDIBLE DEVICE - 3RD FLOOR AREA "B" AUDIBLE DEVICE - 3RD FLOOR AREA "C" AUDIBLE DEVICE - 3RD FLOOR AREA "D" AUDIBLE DEVICE - 3RD FLOOR AREA "E" AUDIBLE DEVICE - 3RD FLOOR OVERALL VESDA WIRING - 3RD FLOOR AREA "A" VESDA PIPING (future installation) 3RD FLOOR AREA "B" VESDA PIPING - 3RD FLOOR AREA "C" VESDA PIPING - 3RD FLOOR AREA "D" VESDA PIPING - 3RD FLOOR AREA "E" VESDA PIPING - ROOF OVERALL FIRE ALARM - ROOF AREA "A" FIRE ALARM (future installation) - ROOF AREA "B" FIRE ALARM - ROOF AREA "C" FIRE ALARM - ROOF AREA "D" FIRE ALARM - ROOF AREA "E" FIRE ALARM - BACKBONE LAYOUT & PHASE LAYOUT - DETAILS CONTROL PANEL #1 RISER - DETAILS CONTROL PANEL #2 RISER - DETAILS CONTROL PANEL #3 RISER - DETAILS CONTROL PANEL #4 RISER - DETAILS CONTROL PANEL #5 RISER - DETAILS CONTROL PANEL #6 RISER - DETAILS CONTROL PANEL #7 RISER - DETAILS CONTROL PANEL #8 RISER - WIRING DETAILS GENERAL FP -72 - RISER ROOM " A ", " B ", & " C " LAYOUT & WIRING FP -73 - ROOF TOP UNITS LAYOUT & WIRING FP -74 - MICROSOFT T.I. 2ND FLOOR AREA "B" F.A. & AUD. FP -75 - MICROSOFT T.I. 2ND FLOOR AREA "C" F.A. & AUD. FP -76 - MICROSOFT & NET DOCS T.I. 2ND FLOOR AREA "D" F.A. & AUD. FP -77 - MICROSOFT T.I. 2ND FLOOR AREA "E" F.A. & AUD. FP -78 - MEZZANINE DETAILS AREA "B" FP -79 - MEZZANINE DETAILS AREA "E" ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Preven'iion Bureau for conformance with current city standards. Acceptance is subject to errors and omissions Which do not authorize violations of adopted j sta naaras and of inances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 1this date. will void this acceptance and will require a resubmittal of revised drawings for subsequent approv 1. 7 Final acceptance subject tofed and ins by 1 The Tam Fire Psevention BUT MIL 4.(/'"6(ct2- rUKWILA FIRE DEPARTIVIENA Please call: 575•440Z — and give this job No. bQ and exact address for shut. itawn or restoration aparo, Because of increased demand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407 or email fireinspreguest©ci.tukwila.wa.us to schedule your inspections a minimum of 48 hours in'advance of the date you want an inspection. 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. PAI EEC 2;2007 Tukwila Fire /43 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: 08/14/00 DRAWN: CHECKED: APPROVED BY: NMR VJD VJD PROJECT NAME: SABEY DATA CENTER (INTERGATE EAST ) 3355 SOUTH 120TH PLACE BLDG. #5 / TUKWILA, WA 98168 SCALE: AS NOTED NO. DATE REVISION BY 3 12/23/04 AS -BUILT MB SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS COVER & NOTES 4 12/14/07 NEW WORK #07-2380 JL JOB NUMBER: 04-1690 FP -1 of 79 ; I [ I , I ----, etkaLlattLaa4.14- , 11.11aaa...11IMMaa.=•••-•.I.1.1a5DI.,F14- ......._ __ _ I \ /U I 1 \ / I I • 4 , I i 1 I . 11 1 I , EtE a ! , I ii 1 ]il, ii 1,11 !1! 1! 0, . El i t•tt ' 'I I! .• ii t il !••i .. it ! ..--f....../1 11 111' 55,5zmomi,...vmma. ara .• .•• .• .• .•• STAR 444 -4.1p 111 1 A Hi• . PENATRATES FROM FJB5 ON 1ST II FLOOR SEE FP -4 !II CONTINUING TO FJB33 ON 3RD FLOOR SEE FP -40 k U Fc) I! ! HASE 4 — P.L'Ac-')F Awas ; I , I II 11 II I, 9 / \: ..,,....•.9 i 1 1,1C!H FILO 1 1 i , , I ' 1 , .... . .1. • . I.. • . .... ••••• . ... • M.. EllE...-...Wmgwat--==.- M........11113..--..rgawww.5=-7A...1.±k.1........E.4.. a, . MII - , MU- Vr6.4=F•MMF:F.CM!'•• 1 7 1 /1 / MATCHLINE SEE CONTINUATION SHEET FP -21 E. 1,21 \ - \11 af•Ja_r_al....ra I f 11 h • • EA 17.1 • .•• L.! 7:7 I La / I /1 141a 114' `I' • • LI r±i Fri E.21••••-••=.--..W!!=:=Mar7.721••••#iaaaaa.F..,FM:2••••••••• naa.....IMMIS-aal-. V \\ 1 111 111 th a!tragassZl.....wawymr 74....".aspaora.s.*Irtiarearralle!.•Aa.ai.. gaaava_VrATs. ;11 I ! ; -•••-••- •- I 5 la latrawarat -4LA TAYAVAIMM.,11.,. 14: -^ax VAYAVAVIWAIMPI:. TAVA.......AV 'QM ikaoraw,;;;;E! ft= • 1111111X. Iisuckea.41IIRIgaals! laa•W'.41 OkaR ••,;;;••6 . •!1,1_ 1 .. _... ....... rt. ,•3 -at •••41,IP! -,••••••• . . ! . 1....,!! i... -....-f171--1,224 \,f I -,--t! ___. ..... , , ,, ' i ,,\ •,, .', : !: - i : IA 2 - / i• , • i • I I! „ /s /F t!' / . t...x., 14 11 111 q /;;.\\. ...., I i ''''' \ .• ii f, :''` • • ) Li i ; J1 :1 ( ••::::,(ar!.......a--a _ ..... L'C' ..1 3 ;JR. 1 I 4.1 _cot I A 43 '...trrtarcat iv / 9 9 FLAG \ OT THIS ADDRESSABLE R2M RELAY MODULE TO BE INSTALLED TO UNLOCK THE DOOR TO THE LOWER ROOF UPON GENERAL ALARM. 1I3131MMEalclIMEEUI,52131-1313M13&F.E!!!..a0MIOMR3FR roigalopoommommGraF4oRsgmman I I I I , • . _ , . 1:11: " 7 51 R 1-71' • / R2M • • , I 1 F41 -i81 11 11. 14,1-911 I id • • 11.1 ,~- HALLfriAsT: al.!••••••• 111 111 t4 • • • • • ••.•. •..• •.••. •....... . "7.'1 .•••_ . I , 14-1-251 • . i MEN • 4-1-261 1i • •• -••• • • • I • 11 -11 : he111'‘ ICII:11‘ • 1 • 11J1i I • k.11/,;?/ t 1 **4 ...••j! • It • • AN I. I 4.-1 -2,71 • • 7-1• ! I ! , • - - 1 1:0 4-1 6i, ®FP • 413 .131 4-1-891 . . . .. . . : . . . ... . • tt'al I i! :•• . •-1 :• :• ••••••••• :1••••••••• 4-1-501 (11 SHEET NOTES: 1) R2M 4-1-88 FIRE SMOKE DAMPERS FOR SECURITY RM. #231 -••••--• ....... •-•_-•-.•._•-.....-•-•- -•-•_ - • • •Y • • 1 •••• ,•• ••. MATCHLINE SEE CONTINU TION SHEET FP -24 108)11/011.4RO1A-4.•-.....rome neroakasosed.--lan-lt vamaimeoweautaarsparaowar•-ou--*—aer-vairwromsawaemr- FIRE ALARM SECOND FLOOR PLAN SCALE: NOT TO SCALE AREA KE( FLAN / ..taraarlatataatiraaartarYtanarairiaraaaatt' 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: 08/14/00 DRAWN: NMR CHECKED: VJD APPROVED BY: VJD PROJECT NAME: SABEY DATA CENTER (INTERGATE EAST) 3355 SOUTH 120TH PLACE BLDG. #5 / TUKWILA, WA 98168 SCALE: AS NOTED NO. DATE REVISION BY 3 12/23/04 AS -BUILT MB SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS AREA "B" 2nd FLOOR FIRE ALARM PLAN 4 12/14/07 NEW WORK #07-2380 JL JOB NUMBER: 04-1690 FP -22 of/ 79 \/ 7-1-4 7-1-1 /1 7-2-3 7-1-5 7-2-4 UP TO 3RD [FRCM` FLOOR 4-1-122 FJB21 I 7-1-6 7-1-7 7-2-6 AVU 7-3-6 7-2-5 7-3-3 7-3-4 7-4-1 7-3-5 IF 4-1-124 4-1-125 4H 4-1-126 -PS7.] 7-4-5 7-4-6 4-1-88 I R2M ,........ FIRE SMOKE DAMPERS HOME RUN F1 'FRCM 4-1-18 4-1-87 4-1-20 4-1-87 4-1-14 4-1-19 4-1-60 4-1-62 4-1-51 4-1-3 4-1-42 4-1-31 4-1-30 4-1-13 4-1-49 ;FRCM: L.F.1 4-1-47 4-1-32 -- H 4-1-38 4-1-41 4H 4-1-35 4-1-44 4-1-29 ...;FRCMI......... IF 4-1-28 4-1-26 4-1-85 4-1-74 4-1-10 4-1-54 4-1-55 4-1-16 4-1-57 4-1-34 4-1-11 4-1-6 .H. 4-1-66 4-1-67 H; 4-1-5 4-1-5 ;f 4-1-4 4-1-12 4-1-69 4-1-78 4-1-81 4-1-15 -v 99/ 99 4-1-33 4-1-48 4-1-82 FLA3 \ OTES: 4-1-40 4-1-50 4-1-77 NEW DEVICE ADDED UNDER JOB#07-2380. 4-1-45 4-1-89 4-1-70 4-1-53 4-1-65 THIS DEVICE WILL BECOME THE LAST DEVICE ON THE NOTIFICATION CIRCUIT. RELOCATE THE END OF LINE RESISTOR HERE FROM THE OLD END OF LINE 7-1-2. USE THIS DEVICE AS THE POINT OF CONNECTION TO NEW EQUIPMENT. RELOCATED THE ELR FROM THIS DEVICE TO THE LAST DEVICE ON THE CIRCUIT. THIS ADDRESSABLE R2M RELAY MODULE IS BEING ADDED TO UNLOCK DOORS TO ROOF ACCESS UPON GENERAL A ARM. RUN TWO SETS OF WIRE FROM THE POINT OF CONNECTION. DO NOT TEE TAP. RELOCATE THE HORN/STROBE FROM THE EXISTING LOCATION TO THIS LOCATION AS ORIGINALLY DESIGNED. AFTER RELOCATION, USE THIS DEVICE AS POINT OF CONNECTION TO NEW EXTERIOR HORNS RELOCATE ELR TO THE LAST DEVICE ON THIS CIRCUIT. THIS DEVICE WILL BECOME THE LAST CIRCUIT. RELOCATE THE END OF LINE LD END OF LINE 9-1-9. HIS DEVICE WILL BECOME THE _AST CIRCUIT. RELOCATE THE END OF LINE OLD END OF LINE 9-4-7. DEVICE ON THE RESISTOR HERE DEVICE ON THE RESISTOR HERE • NOTIFICATION FROM THE NOTIFICATION FROM THE THIS DEVICE WILL BECOME THE LAST DEVICE ON THE NOTIFICATION CIRCUIT. RELOCATE THE END OF LINE RESISTOR HERE FROM THE OLD END OF LINE 9-3-7. CHEETAH PANEL #4 — LOOP #1 — 2ND FLOOR NOTES: FJB-21 IS LOCATED ON FP -25 4-1-9 H 4-1-58 4-2-117 FRCMI- 4-2-118 DOGHOUSE #2 4-2-1 1 FJ B311 ----; so 9-1-1 9-2-2 9-2-3 9-2-4 9-3-3 9-4-1 9-4-2 9-4-3 4-2-120 R2M 1 ALTERNATE ELEVATOR RECALL 9-4-5 4-2-119 9-4-6 FPS91 4-2-8 FRCM: F 4-2-54 4-2-56 4-2-73 4-2-74 C 4-2-86 H 4-2-122 FRCM R2M PRIMARY ELEVATOR RECALL ELEVATOR #3 4-2-123 MEZZANINE LEVEL 4-2-21 J EJ;- 4-2-36 4-2-15 4-2-34 (FRCM; F 4-2-31 4-2-30 4-2-27 L 4-2-114 1FRCMI F 4-2-107 4-2-105 4-2-29 �r PENTHOUSE LEVEL 4-2-100 CHEETAH PANEL #4 — LOOP #2 — 3RD FLOOR NOTES: FJB-31 IS LOCATED ON FP -43 4-2-67 4-2-28 4-2-101 ;FRCM 4-2-102 4-2-18 FRCM 4-2-68 4-2-16 [RR! 4-2-17 4-2-115 ..._R2M..... Cr7 PRIMARY ELEVATOR RECALL R2M ALTERNATE ELEVATOR RECALL –Ir T' 4-2-106 J L ELEVATOR #2 CONTROLS J L E 4-2-79 4-2-103 PENTHOUSE LEVEL 4-2-109 4-p 4-2-108 4-2-104 L PENTHOUSE LEVEL J IFJB41 RTU 2-1 RTU 2-2 4-3-47 FRCM 7DXS> SUPPLY 4-3-46 RTU 2-6 4-3-67 RTU 2-11 RETURN RTU 2-4 4-3-48 4-3-49 FRCM- :FRCM; :FRCM: RETURN RTU 2-3 4-3-45 -FRCMI- ................... SUPPLY 4-3-44 ;FRCM RETURN SUPPLY RTU 2-7 4-3-51 RETURN RTU 2-5 4-3-43 FRCMH SUPPLY 4-3-42 FRCM; RR) 4-3-50 :FRCM; ;FRCMI IRR, SUPPLY RETURN RTU 2-16 4-3-63 4-3-62 RETURN IFR MI SUPPLY RTU 2-9 4-3-52 RTU 2-8 4-3-41 DXS> RETURN 4-3-40 FRCM IRR SUPPLY 4-3-53 RTU 2-19 14-3-601 ;FRCM-__-__ 4-3-61 1FRCM] RR. l � © 0 RTU 2-17 4-3-59 RETURN SUPPLY RTU 2-12 4-3-55 ;FRCMI --FRCM RETURN RTU 2-10 4-3-39 FRCM; FRCMI ;FRCM; 1. !D SUPPLY 4-3-38 s,> RETURN SUPPLY IRRI D\© SUPPLY 4-3-54 R SUPPLY 4-3-58 D RETURN RTU 2-14 4-3-56 ;FRCM; ---;,FRCM; RRI DXS� IRRI 1s RETURN RTU 2-13 4-3-37 l FRCMI--- FRCM RR V/ v \/ SUPPLY RETURN 4-3-36 RETURN 4-3-57 ;FRCMI RR* SUPPLY RTU 2-15 4-3-35 FRCM,-- --FRCM, RTU 2-20 4-3-30 4-3-311_ FRCM- ........._......_.. FRCM IRRI IRR /S RETURN SUPPLY RETURN 4-3-34 1RR1 SUPPLY RTU 2-18 4-3-32 4-3-33 FRCM; .._.......___;FRCM!-- SUPPLY !RRI D RETURN CHEETAH PANEL #4 — LOOP #3 NOTES: FJB41 IS LOCATED ON FP -61 PRZ 3-8 AB AB ABI AB AB PRZ 3-5 AB PRZ 2-8 PRZ 2-5 AB AB AB PRZ 3-6 AB AB PRZ 2-6 AB AB WET STAIR #3 ABI AB1 AB SRM F AB AB AB 14- -21FRCM AB AB 4-4-41 SRM BACKFLOW AB PRZ 3-7 AB AB 14-4-6 TFRCM AB 14-4-5 SRM L AB AB I al ABI AB PRZ 2-7 AB ;4-4-9 IFRCEVt LT] AB AB RISER ROOM "A" CHEETAH PANEL #4 — LOOP #4 NOTES: RISER ROOM "A" ON FP -7 RISER ROOM "C" ON FP -4 PRZ 3-0 AB AB AB! AB 4-4-64 SRM F AB PRZ 2-0 AB AB AB RISER ROOM "C" BLUE - BLACK - BLACK - BLACK - BLACK - BLACK - 14 AWG THHN 14 AWG THHN AUX. POWER FPLP CABLE 14/2 TSP BELDON 9841 14/2 TSP BELDON 9581 14 AWG THHN MONITOR 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: 08/14/00 DRAWN: N MR CHECKED: VJD APPROVED BY: VJD PROJECT NAME: 3355 SOUTH 120TH PLACE BLDG. #5 / TUKVVI LA, WA 98168 SCALE: AS NOTED NO. DATE REVISION BY 3 12/23/04 MB SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS CONTROL PANEL #4 RISER DETAILS 4 12/14/07 NEW WORK #07-2380 JL JOB NUMBER: 04-1690 FP -66 of/ 79 E\/ rh "7" FLA\OTES: —EE RELOCATE THE HORN/STROBE FROM THE EXISTING LOCATION TO THIS LOCATION AS ORIGINALLY DESIGNED. AFTER RELOCATION, USE THIS DEVICE AS POINT OF CONNECTION TO NEW EXTERIOR HORNS. RELOCATE ELR TO THE LAST DEVICE ON THIS CIRCUIT. THIS DEVICE WILL BECOME THE LAST DEVICE ON THE NOTIFICATION CIRCUIT. RELOCATE THE END OF LINE RESISTOR HERE FROM THE 4 ADDRESSABLE R2M RELAY MODULE TO UNLOCK ROOFTOP 'ACCESS DOOR IN GENERAL ALARM. USE HEAT DETECTOR 4-2-112 AS POINT OF CONNECTION. DO NOT TEE TAP. RUN A SET OF WIRES TO THIS DEVIPE AND BACK TO HEAT DETECTOR 4-2-112. NOTES 10 REMOTE REST MOUNTED ON WALL JUST BELOW CEILING 0 PROVIDE 120 VAC CIRCUITS FOR DUCT DETECTORS AND FIRE SMOKE DAMPERS 0 SUPPLY DUCT DETECTOR MOUNTED BELOW ROOF ® RETURN DUCT DETECTOR MOUNTED BELOW ROOF 0 REMOTE RESET FOR RTU SA&RA DUCT DETECTOR MOUNTED ON CEILING BELOW UNIT 0 POWER FOR DUCT DETECTOR PROVIDE BY HVAC UNIT 0 FRCM MOUNTED ON CEILING r "I Lf TO PHOTOELECTRIC DETECTOR 4-2-111 ON PENTHOUSE LEVEL ---- I I 1 1 1 I ? ' 1 1 1 • TO J -BOX ON 3RD FLOOR sal FP -40 . : 7-4 STAIR -#3 PLANTO-ELEV. #3 -RM. MEZZANINE UJ --- P. FIRE ALARM & AUDIBLE PENTHOUSE PLAN SCALE : 1/8" = STAIR #2 PLAN TO ELEV. #2 RM. PENTHOUSE P1 i49 4— 11 P1 ts, Pa AREA KEY FLAN y-Nstuits.;041.7,-.1 ...444444;24424,44.441,444 444444,,t2,74,42,.1.24:44.4.4.:,;;;, 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: DRAWN: CHECKED: APPROVED BY: SCALE: NO. DATE 08/14/00 NMR VJD VJD AS NOTED REVISION PROJECT NAME: SABEY DATA CENTER ( INTERGATE EAST ) 3355 SOUTH 120TH PLACE BLDG. #5 / TUKWILA, WA 98168 3 12/23/04 AS -BUILT 4 12/14/07 NEW WORK #07-2380 BY MB JL SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS MEZZANINE DETAILS AREA"B" JOB NUMBER: 04-1690 FP -78 of/ 79 FROM FPS -9 ON 3RD FLOOR SEE FP -49 TO FJB-31 ON 3RD FLOORSEE FP -43 L NOTES 10 REMOTE REST MOUNTED ON WALL JUST BELOW CEILING 02 PROVIDE 120 VAC CIRCUITS FOR DUCT DETECTORS AND FIRE SMOKE DAMPERS 30 SUPPLY DUCT DETECTOR MOUNTED BELOW ROOF ® RETURN DUCT DETECTOR MOUNTED BELOW ROOF 0 REMOTE RESET FOR RTU SA&RA DUCT DETECTOR MOUNTED ON CEILING BELOW UNIT © POWER FOR DUCT DETECTOR PROVIDE BY HVAC UNIT FRCM MOUNTED ON CEILING TJ FROM FPS -9 ON 3RD FLOOR SEE FP -49 TD FJB-30-ON-3 FLOOR-SE-FP- DOGHOUSE LOOR-SE--FP -DOGHOUSE #1 r i E/ _ LAG\OTES: NEW DEVICE ADDED UNDER JOB#07-2380. USE THIS DEVICE AS THE POINT OF CONNECTION TO NEW EQUIPMENT. RELOCATED THE ELR FROM THIS DEVICE TO THE _,ST DEVICE ON THE CIRCUIT. THIS__DEVEE wii L RE OME TI E iLAS_LD.ELI.CF ON THE NOTIFIC J1L0N CIRCUIT. RELOCATE THE END OF LINE RESISTOR HERE FROM THE OLD END OF LINE 9-4-7. THIS DEVICE WILL BECOME THE LAST DEVICE ON THE NOTIFICATION CIRCUIT. RELOCATE THE END OF LINE RESISTOR HERE FROM THE OLD END OF LINE 9-3-7. 7.71 FIRE ALARM & AUDIBLE DOGHOUSES PLAN SCALE : 1/8" = 1' - 0" 4� r -i L. r; •0 ARA E KAY FLAN 7661 159th Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 DATE: DRAWN: CHECKED: APPROVED BY: SCALE: NO. DATE 08/14/00 NMR VJD VJD PROJECT NAME: SABEY DATA CENTER (INTERGATE EAST ) 3355 SOUTH 120TH PLACE BLDG. #5 / TUKWILA, WA 98168 AS NOTED REVISION 3 12/23/04 AS -BUILT 4 12/14/07 NEW WORK #07-2380 BY MB JL SHEET TITLE: FIRE DETECTION & PRE -ACTION CONTROL SYSTEMS AREA "E" ROOF FIRE ALARM PLAN JOB NUMBER: 04-1690 FP -79 of/79 1) SUPPORT PIPE DN NO GREATER THAN 5 FOOT CENTERS FOR CEILING INSTALLATION. 2) SUPPORT PIPE DN NO GREATER THAN 4 FOOT CENTERSFOR UNDERFLOOR INSTALLATION. 3) GLUE PIPE WITH THE APPROPRIATE ADHESIVE ON THE OUTSIDE OF THE PIPE. DO NOT ALLOW ANY ADHESIVE INSIDE PIPE, 4) DO NOT GLUE PIPE INT❑ THE VESDA DETECTOR MANIFOLD. 5) REMOVE ALL DUST AND SHAVINGS FROM INSIDE PIPE AND SAMPLING , HOLES PR❑R TO INSTALLATI❑N. 6) VERIFY HOLE LOCATION AND SIZE ACCORDING TO VESDA CALCULATIONS BEFORE DRILLING. 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. 7) ORIENT DRILL PERPENDICULAR TD PIPE TO ENSURE H❑LES. ARE DRILLED STRAIGHT AND NOT AT AN ANGLE. 8) INSTALL LABELS AT EACH SAMPLING HOLE. 9) DETECTORS THAT COVER UNDERFLOOR SPACES MUST EXHAST UNDERFLOOR. 10) NOTIFY : C❑NVERGINT OF ANY FIELD RELATED OBSTRUCTIONSWHICH' COULD AFFECT PIPE PLACEMENT OR ABILITY FOR SOME TO REACH SAMPLING HOLES. 11) NOTIFY C❑NVERGINT PRIOR TO MAKING ANY NECESSARY FIELD CHANGES TD PIPE NETW❑RK, 12) MAINTAIN RED -LINE SET OF INSTALLATI❑NS DRAWINGS SHOWING ANY MODIFICATIONS TO PIPE NETWORK AND DELIVER TO C❑NVERGINT AT THE COMPETI❑N DF JOB. 13) ALL VESDA PIPING SHALL BE CPVC. i-i`li. I = 11®IN MIN alai I=® ®■ ®®1_1■� `osm:��1� �®Ellai® ® (1111 1111 1111®■11 ®111 11111111111111111 ®® 1111® 1111 1111 ® 111111111111111111111111 Ell . II �i , mo i x'11 ' I 1 �® III 1�■ ' ®■O ®1ME w- ■ IMIIIIIIIIIIIIIMIIIIIMIIIIIIIIIIIII 0- 11111111111111111111 1111 ®■ -Agimm®SE® ® ■ ■ 111111111111111 him. imanammi am simommommommumm mommulikrik._.4q Nam aim aqi_. I -, -NI■1 mnis__ 1,1111®� i 9 nu . IIMI IIMI 1.1111M 10111111111111=1. . 11111111111 MEIN 'MIMI MI 111111111111=11111 MN= II I= 111111111111111111r1IMII IIIIIIIIIII ' v ®® 1■N Will1111111101111® OM ®: ®�®® WI , ® I 11Ili i19 ► 1111■ 111•11111111111 ®®1 IIIIIIIIIIIIIIIIINIIIIMI 00....0====.11 ..- um =Ism muninimmormompui I■® 1111umumm®rim®®■ ®II111` 1/' .�jC ®� ` SIF c ® o c � 1111 --- j VESDA WIRING UP FROM 1ST FLOOR. AND DOWN FROM 3RD FLOOR VP21-3 VP19-3 vP1 1'1' - lionG GAJ ®II■ C �I� 1. = ono i Ism !IMP."'" ■ ■®■M MINMEMEMIlll 111111111111111m111111 .1®MIM1 ■■■■•■® MIMI MINIMIll . MANE • III 1 MUM 1 11111111111b., 1111111TEMIIII 111 1� MI1®1111 ELME i 1 ' L -L1. SU® VP21-1 RAC S 2250 ►�..■■ - .,1111■ ._ ®1111111,■ NoWinisimmom MEMMIll III MIMIIIII ■ MI MI 1® 11® 1111 ®1 III MI ■I ■■ MIMI ■ ®®® ---mmilvEMMIIIIIIII IIIIIIIIIIIIIII1 I 111111111111111111 ME 11111111111111111•111111111111 11111® i ® ■■■I11=111.11110111111111 ®® III II- 1111 ■_ •i 'i///!H 4 �- 1111 .®�■ 1111 ■ 1111 111111.1111111 111111111111111111 ® ■ 111111111111011111I 11■ {�.�i�/,/lih Iis III ■iii =IMP ®1 A:— 'MIIIII Ir -2,3: 1110111111INKI MPIM ___ M1c u MN 111111 1 MO I 1111121 NMI MEEN I \/ °MEMs..■_��■���■��� 2 II II EMU®NINIIP71111111lOIM111101111® 70®IIIIIMI)tE11;1111111 ■'■® L _ i�■ill --� _ R, _ R®.�, I OMNI Nil SH RAGE ® _ H� KIIIIMMIII \ ' ®?� N®®i ®■�luum 1111■= DESCRIPTION 0 ISSUED FOR PERMIT APPROVED 2-15-08 DRAWN BY: JAY B. PROJECT MANAGER:. JOB NUMBER: 30I -FN -8049 IJi�I la TUK 5 VESDA @ MSN 3355 SOUTH 120TH PLACE TU KW I LLA, WA 98168 i� V;70;,'5;77.� /� //1" 97#: / /// / I // /J I% ' / /// l/// //f,j • /�Z 4.% //,'","" , „.7i/ori// L- fit' t f mil MEM P" AMU SIl1 i ■i®®®® iiirMEMEMNIIMMI MEISI 1 ®M®iiiliONINIIIMMEMIIIIII, NM=1111 ■■��__®�■ ■ ■ 'iL�uT' a .110 11WiE3 \ ' ® . 1111®INIIMIMI -� SAI■■ '� �� 1111L� s■�®� %MIS y l■■ ®®RIMMIN II ®■■M 1111 ®®III 111E1111=1 ,I b.-7-4 wiumium 11111111111111111111111.111=110101.1111111111111111111111111=11®® 11MINIMMINER1111=■■1 1111.111IIIINIIIMIUMEIMMI11111111111M1 =MIME MEM *MN RIM MEIN mg 111111111` 1111IIIIMMINIUME 11111111111111111M 111.11111111111 will. MIL. I NM IMPITIll•-m161.u•IPM. EMI ■\® ®IM 1 ®, 1111® 1MI MIN® MIME 1111■®®® ®1111®® ® MEI B ■ ® \ 1111® 1111®®II 11MIME ii OMI 11■®®® ® 1�®MIMI= '`'4111111 MN= MililliMMIN®®®®®� ■ 1111®®® ® 1111■■ I MIEN INIIIIIIIIMINIIIIIMIIIIIIIIIIMIIIMMINIMMill11- ®11■a®®®®Mimireu.-1""Pm =1=1M. "M=1111 III= ammo m....1111=11...M=MIKVairMW ®� 1111!'!■® I ii�■ 1 - 1111®® O um i=ii lilm_ MIMI. Pa 1m 111M111111MIMMIE MR MI INIIIMINIMIMMINI ME 111111.111011M11111111111011M11111111 MN= MEM UM =moms111111111111=111111 ■®®®®®®1®®//® ■®1■® ®®■■�®®1®® 7 1111®®®® ESSfilmNIMIIIIIMIIIMMIE Ill I■` 1.11111.11 1111■" I=i /�., : 11111.11A ER ►� Imo/ \ iDC.. .1®®®arm111,111111M1111EMINIIIII MS — ■ 11111111111131M111.111=111111111 `■1nia.■\ sumnu 11"11=MEM MI ireriLl _44 1111111=1111 En IMM.M. - - 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request This document cannot be reproduced by any means without the written authorization of. Convergent Technologies LLC. VESDA WIRING UP FROM 1ST FLOOR AND DOWN FROM 3RD FLOOR MIMIC II" = MI immiuMNIIN 11111111111111111111M hml 1111111.1111M Mil MEN II1M MEM 11.1111.1 WI 1.111111MIIIIIMIIMIMMI 1111M1 � ii■�■ ► �f � \1 _-11 HIMMIIIIMIllin ®IIIMIIINMI= 111®111011111 ® i 1111 `'�1 11111101111111111 ME no,r 1 Fa i 1111 miumm`il om! rai .� To„ 1111 IIMILMIIMENIIMIMII All 111.11111111101111111 1.1.11111011111111111111111 11111M111 Ciarg■�® a■■1®®® 1111 -® C MIIIM=IMAIMIC=111111111111111M1 1111.1..M1=====pillimineall=1:111=1="01111.M ria 1116._ IIIIME ►�� C M1■ ®fl 11® I1!.1i ®®1■MAMIE=1111= 1111111111111.111111111111®®EMI 1 .11-11011111111111M111 ■ I= ■ ■ ■S 1111111111111=011111 EMI®®® ®=MINIM®I r ■ ■ ► 1® ■ _............... ■ �®® ill ® 1�®®�■■— ® 1■ Wallfillm :�.� 1 1111 ® ®®�■�1■ ;O��i11iS7V:1�� 1111 ® INIIIIIINIIIIIIIIIks ■ IIEMIMm. ; 1 off► MEM= 1 1111® IMIIIIMIIMIB�,` ? 5 MM. umsimummitm i I I �►/ 1■ vommummimisi ■■■ I= 1 4' . ISI V i ®IEEE1111 \\INNIIIIIIIMMINIMMINIIIMMIEISI I� VESDA COMPUTER ZED GRAPHIC 1■■as1111 111111111 si 1111,A "1111111111111 -ML ■■ mitwarromm-s Vii: 11111111�:��ti 11..®11■■■■ 11111111111111NIPIIIII11111111111111111.11111111111111111 H, INICiAld A 'iftmMilirrM011111111 ,ii' III NJLJJ ruiisiuii 11117L-11.1141: ■i IIi 111111111 II V Ilr�■ DESCRIPTION ISSUED FOR PERMIT APPROVED 2-15-08 DRAWN BY:. JAY B. PROJECT MANAGER: JOB NUMBER: 301 -FN -8049 TUK 5 VESDA @ MSN 3355 SOUTH 120TH PLACE TUKWILLA, WA 98168 2\D ELOOVESDA ELECTICAL LAYOUT 2ND FLOOR PLAN. rf,77// '/Ird/Ar OPAA /7/V./KZ/A • VESDA SYSTEM 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergent Technologies LLC. H15 I= H14 H9 . lH10 H8 H11 6 6 ill 111® —_■ mai Adini....._A H12 �. H11 „III IIIP e I VP30-3 o H9 H6 �' ■nittILVEll ®®� ® ®' ■=Ell MN MIMS i ^ H8 H5 311 H10 c \ Hid H10 0 MI ill AilriMilll" 111111111111 IRB.E•aIIIIII MIR 11111111i._ -"q111111111111 ■11111 _■_ 1�®■■®I 1 ® 1111rM11 III 1111111111111E1111111111111.111111111111111111111111111111 1111 MIMEO ■■■■®1® 1 ■ ► ► ■ -- ►—�� H11 c VP25-3 n H12 �H4I a EMI. IMMO � I H3 H4 o H3 Hil �► 111111111111111111111111111 111111101111101111111 11E1 R1111111 I ` Iiirsailimmormw n • amlalimmommilm mom muu imm ■■ ■■■■■■■■■■1■■■■ ■■■ ■•■■■■■• tkr,41IN SNACi16 LUNLI i RI l�Y c,AIVr J 12xsa 0= FIC H2 c H11 VESDA INSTALLATION NOTES: 1) SUPPORT PIPE ON NO GREATER THAN 5 FOOT CENTERS FOR CEILING INSTALLATI❑N. 2) SUPPORT PIPE ON NO GREATER THAN 4:FOOT CENTERS FOR UNDERFLOOR INSTALLATION, 3) GLUE PIPE WITH THE APPROPRIATE ADHESIVE ON THE OUTSIDE OF THE PIPE. DO NOT ALLOW ANY ADHESIVE INSIDE PIPE, VESDA DESCRIPTION APPROVED ISSUED FOR PERMIT 2-15-08 5) REMOVE ALL DUST AND SHAVINGS FROM INSIDE PIPE AND SAMPLING HOLES PR❑R TO INSTALLATION, 6) VERIFY HOLE LOCATION AND SIZE ACCORDING TO VESDA CALCULATIONS BEFORE DRILLING. 7) ORIENT DRILL PERPENDICULAR TO PIPE TO ENSURE HOLES ARE DRILLED STRAIGHT AND NOT AT AN ANGLE. PROJECT MANAGER: JOB NUMBER: 301 -FN -8049 9) DETECTORS THAT COVER UNDERFLOOR SPACES MUST EXHAST UNDERFL❑❑R, TUK 5 VESDA'@ MSN 3355 SOUTH 120TH PLACE TUKWILLA, WA 88168 10) NOTIFY C❑NVERGINT OF ANY FIELD RELATED. OBSTRUCTIONS WHICH COULD AFFECT PIPE PLACEMENT OR ABILITY FOR SOME TO REACH SAMPLING HOLES. 11) NOTIFY C❑NVERGINT PRIOR TO MAKING ANY NECESSARY FIELD CHANGES TO PIPE NETWORK. 12) MAINTAIN RED -LINE SET OF INSTALLATI❑NS DRAWINGS SH❑WING ANY MODIFICATI❑NS TO PIPE NETWORK AND DELIVER TO CONVERGINT AT THE CDMPETI❑N OF JOB. VESDA SYSTEM 777 o ,te r i 0:141#49:0,7-ziI - /12'4-1 ,/A %/ r rl l� v ®■l -S11111111.1111111,1 \ 111111111111111111111101111 MIS II I�®®� �'► lief ■ I 111111111=1M -1=.® 11®11 ®®®®■IME ■ ®® ®■ 111M11111111.11111111MI111111 MIENEMMI ■■1®®®®■11111■■■■■iii ®® ® ®® ! ■ ®1®®■rA®®■P211111■®®® _ ®111111111■ 11®11■■®■ ®■®1111■■®■1111■■■111111IMMIIINMEI 1111111111=1 r �■®�■ e e %■.1111E -.1A ■■►� -®I ■®®®__ ®■ 1 !®■// ■ ■ 1 I ►�1 � � 1111111111111111111111111111111.111 li■II ■®�■ 11111111111111111111011111111 !111111=1111111111111 ■®®®��®�® ®-1111 \ - ®_� ®�■ 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. VESDA WIRING UP FROM 2ND FLOOR VIE4pNGi.AH FRESH It SNAG ULLEPN FIRST AID 1111111i''11 aE REV 0 DESCRIPTION ISSUED FOR PERMIT DRAWN BY: DATE APPROVED 2-15-08 JAY B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: JOB NUMBER: SCALE: 301 -FN -8049 I/8"=I'-0" DATE: TUK 5 VESDA @ MSN 3355 SOUTH 120TH PLACE TUKWILLA, WA 98168 8" = 1'-0» I Q• d o DRAWING: FA -1 -3E Qty Part Number Battery Calculations - Nac Pane VLP-000 Vesda Laser Plus VRT-600 Vesda Display Qty Part Number 3 3 Description #2.1 Standby Total Current (A) Standby (A 0.2800 0.0600 Total Standby= Total Standby Current Required= 1.0200 Total Alarm Current Required= 1.2300 Total= 20% Depletion Factor= Total Amp/Hour Required Total Amp/Hour Batteries Provided= 0.8400 0.1800 Battery Calculations - Nac Panel VLP-000 Vesda Laser Plus VRT-600 Vesda Display Description Standby Current (A) 0.2800 0.0600 Total Standby= Total Standby Current Required= 1.0200 Total Alarm Current Required= 1.2300 Total= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 1 0200 #2 2 Total Standby (A) 0.8400 0.1800 Alarm Total Current (A) Alarm (A 0.3300 0.0800 0.9900 0.2400 Total Alarm= 1.2300 Time (Hrs) 1.0200 X X 4.0000 0.0833 (1) set 4.0800 0.1025 4.1825 0.8365 5.0190 7.0000 Alarm Total Current (A) Alarm (A) 0.3300 0.0800 0.9900 0.2400 Total Alarm= 1.2300 Time (Hrs) 4.0000 0.0833 (1) set 4.0800 0.1025 4.1825 0.8365 5.0190 7.0000 Battery Calculations - Nac Panel #2.3 Qty Part Number Description Standby Total Current (A) Standby (A Alarm Total Current (A) Alarm (A) 16 BPS -6 HLI VRT 500 NAC Panel High Level Interface Remote Termination Card 0.0700 0.0700 0.0600 Total Standby= Total Standby Current Required= 1.1000 Total Alarm Current Required= 1.5400 Total= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 0.0700 0.0700 a 9600 1._1000 0.1900 0.0700 0.0800 0.1900 0.0700 1.2800 Total Alarm= • 1.5400 Time (Hrs) 4.0000 0.0833 (1) set 4.4000 0.1283 4.5283 0.9057 5.4339 7.0000 Battery Calculations - Nac Panel #3.1 Qty • Part Number Description Standby Total Current.(A) Standby (A VLP-000 Vesda Laser Plus VRT-600 Vesda Display 0.2800 0.0600 0.8400 0.1800 Alarm Total Current (A) Alarm (A) 0.3300 0.0800 0.9900 0.2400 Total Standby= 1.0200 Total Alarm= 1.2300. Total Standby Current Required= 1.0200 Total Alarm Current Required= 1.2300 Total 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided Time (Hrs) 4.0000 0.0833 (1) set 4.0800 0.1025 4.1825 0.8365 5.0190 7.0000 Battery Calculations - Nac Panel #3.2 Qty Part Number Description VLP-000 Vesda. Laser Plus VRT-600 Vesda Display Total Standby Current Required= Total Alarm Current Required= Total= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided Standby Total Alarm Total Current (A) Standby (A) Current (A) Alarm (A) 0.2800 0.0600 Total Standby= 1.0200 1.2300 0.8400 0.1800 0.3300 0.0800 0.9900 0.2400 1.0200 Total Alarm= 1.2300 Time (Hrs) 4.0000 4.0800 0.0833 0.1025 4.1825 0.8365 5.0190 (1) set 7.0000 Battery Calculations Nac Panel #3.3 Qty Part Number Description Standby Current (A) 2 BPS -6 VLP-000 VRT 600 NAC Panel Vesda Laser Plus Vesda Display Total Standby Current Required= Total Alarm Current Required= Total= 20% Depletion Factor= Total Amp/Hour Required= Total Amp/Hour Batteries Provided= 0.0700 02800 0.0600 Total Standby= 0.7500 1.0100 Total Al a rm Total Standby (A) Current (A) Alarm (A) 0.0700 0.5600 0.1200 0.1900 0.3300 0.0800 0.1900 0.6600 0.1600 0.7500 Total Alarm= 1 0100 Time (Hrs) 4.0000 0.0833 (1)set 3.0000 0.0841 3.0841 0.6168 3.7010 7.0000 450 Shattuck Avenue South, Renton, Washington 98057 Phone: 425-272-2250 Fax: 425-251-0949 This document and the information/depictions contained/shown is the exclusive property of Convergint Technologies LLC and shall be handled as proprietary and confidential information and must be returned upon request. This document cannot be reproduced by any means without the written authorization of Convergint Technologies LLC. REV DESCRIPTION DATE APPROVED 0 ISSUED FOR PERMIT 2-15-08 DRAWN BY: JAY B. PROJECT ENGINEER: JHOEL B. PROJECT MANAGER: JOB NUMBER: 30I -FN -8049 SCALE: 1/8"=1'-0" DATE: TUK5VESDA@ MSN 3355 SOUTH 120TH PLACE TUKWILLA, WA 98168 CALCULATIONS FIL GENERAL CLEAN AGENT SYSTEM PIPING REQUIREMENTS (NOT FOR INERGEN) IF ANY ALTERNATE TYPE OF PIPE, FITTING, GASKET, OR PROCEDURE IS REQUIRED, IT MUST BE APPROVED PRIOR TO INSTALLATION BY FIRE CHIEF EQUIPMENT ENGINEERING DEPARTMENT. SUBMIT A MINIMUM OF THREE SETS OF DRAWINGS, DATA SHEETS, AND ANY OTHER PERTINENT INFORMATION TO THE FIRE CHIEF ENGINEERING EQUIPMENT DEPARTMENT. 1. THE THICKNESS OF THE PIPING WALL SHALL BE CALCULATED IN ACCORDANCE WITH ASME AND ANSI 831.1. 2. ALL PIPE LENGTHS ARE MEASURED CENTER TO CENTER OF FITTINGS. EXACT PIPE LENGTHS SHALL BE FIELD FITTED TO COORDINATE WITH STRUCTURAL, ARCHITECTURAL AND MECHANICAL ELEMENTS. CONTACT FIRE CHIEF EQUIPMENT ENGINEERING DEPARTMENT IF ADDING MORE THAN 3 FEET OF PIPING AND/OR ANY ELBOW TO PIPING SYSTEM. 3. PIPE SUPPLIED AS DUAL STENCILED A -120/A53 CLASS F MUST MEET THE REQUIREMENTS OF ASTME-A53 CLASS F FURNACE WELDED PIPE. 4. REFER TO PIPING PLANS AND ISOMETRICS FOR PIPE SIZES: FOR 360 PSIG STORAGE PRESSURES, SCHEDULE 40 PIPE MAY BE USED AS FOLLOWS. A-106 GRADE C A -53/A-106 GRADE B A -53/A-106 GRADE B A-53 GRADE B A-53 GRADE A A-53 CLASS F SEAMLESS/" SEAMLESS/" SEAMLESS%" ERW1h" ERW1/2" FURNACE WELDEDW" THROUGH 8" THROUGH 8" THROUGH 8" THROUGH 8" THROUGH 8" THROUGH 8" 5. A-120 PIPE SHALL NOT BE USED. 6. ALL THREADS USED IN JOINTS AND FITTINGS SHALL CONFORM TO ANSI B1.20.1 JOINT COMPOUND, TAPE, OR THREAD LUBRICANT SHALL BE APPLIED ONLY TO THE MALE THREADS OF THE JOINTS. 7. FLANGED JOINTS FOR PIPE SIZES UNDER THREE INCHES SHALL BE MINIMUM CLASS 300. 8. FLANGED JOINTS FOR PIPE SIZES OVER THREE INCHES SHALL BE MINIMUM CLASS 600. 9. STREET ELBOWS SHALL NOT BE USED. 10. ALL DISTRIBUTION PIPE AND FITTINGS SHALL BE ASSEMBLED USING PTFE PIPE TAPE. TAPE SHALL NOT BE PLACED ON THE FIRST TWO THREADS NEAREST THE END OF THE PIPE. 11. PIPE REDUCTION CAN BE ACCOMPLISHED WITH CONCENTRIC REDUCING COUPLINGS, TEES, AND/OR ELBOWS. 12. FITTINGS FOR PIPE SIZES UNDER LESS THAN THREE INCHES SHALL BE MALLEABLE IRON. 13. FITTINGS FOR PIPE SIZES LARGER THAN THREE INCHES SHALL BE MINIMUM 1000 LBS DUCTILE IRON OR FORGED STEEL AND HAVE A MINIMUM WORKING PRESSURE RATING OF AT LEAST 620 PSIG. GROOVED FITTINGS SHALL BE VICTAULIC STYLE 77. IF CONTRACTOR WISHES TO INSTALL ANY FITTINGS OTHER THAN VICTAULIC STYLE 77, IT MUST BE APPROVED PRIOR TO INSTALLATION BY THE FIRE CHIEF EQUIPMENT DEPARTMENT. 14. ALL GASKETS USED SHALL BE VICTAULIC GRADE "E" STANDARDS GASKETS WITH GREEN STRIPE. 15. REAM, CLEAN, AND BLOW OUT ALL PIPING BEFORE INSTALLING. CLEANING SHALL BE ACCOMPLISHED BY MEANS OF SWABBING, UTILIZING A SUITABLE NON-FLAMMABLE CLEANER. THE PIPING NETWORK SHALL BE FREE OF PARTICULATE MATTER AND OIL RESIDUE PRIOR TO NOZZLE INSTALLATION. 16. THE PIPING SHALL BE PNEUMATICALLY TESTED IN A CLOSED CIRCUIT FOR A PERIOD OF 10 MINUTES AT 40 PSIG. PRESSURE LOSS SHALL NOT EXCEED 20% OF THE TEST PRESSURE. 17. A FLOW TEST USING NITROGEN OR AN INERT GAS SHALL BE PERFORMED ON THE PIPING NETWORK TO VERIFY THAT FLOW IS CONTINUOUS, AND THAT THE PIPING AND NOZZLES ARE NOT OBSTRUCTED. 18. NOZZLES TO BE INSTALLED CENTER OF TILE WHEREVER POSSIBLE. 19. ALL DEAD END PIPE LINES TO BE PROVIDED WITH A CAPPED NIPPLE, 2 INCHES LONG (DIRT TRAP) 20. PLACE ESCUTCHEONS ON ALL PENETRATING PIPES THROUGH WALLS AND CEILINGS. 21. CLEAN AGENT CYLINDER(S) SHALL BE PERMANENTLY LABELED WITH THE AGENT PRESSURIZATION LEVEL OF THE STORAGE CONTAINER AND NORMAL AGENT VOLUME. 22. PIPE BRACING TO BE INCOMPLIANCE WITH: A. ANSI B.31.1 POWER PIPING CODE LATEST EDITION. B. FSSA PIPE DESIGN HANDBOOK, LATEST EDITION, REFERENCE SECTION 6, TABLE 6-1. C. LOCAL SEISMIC CODES D. NFPA. STANDARD 13 PIPE BRACING SHALL ALSO COMPLY WITH THE REQUIREMENTS ESTABLISHED BY THE MANUFACTURER'S STANDARDIZATION SOCIETY OF THE VALVE AND FITTINGS INDUSTRY (MSS) IN DOCUMENT MSS SP -69-1996, STANDARD ON PIPE SUPPORTS. 23. CYLINDER AND PIPING TO BE SECURELY BRACKETED, ESPECIALLY AT THE FITTINGS AND NOZZLES. REFERENCE PLANS AND CODES ABOVE FOR BRACING DETAILS. 24. PIPE SUPPORTS SHOULD BE LOCATED AS CLOSE AS PRACTICAL TO CONCENTRATED WEIGHTS. A B C N PN PR PC N PC R R S Q ELECTRICAL NOTES EACH FIRE PROTECTION CONTROL PANEL OR RELEASING PANEL SHALL BE FED FROM A DEDICATED CIRCUIT. THE INSTALLING CONTRACTOR IS RESPONSIBLE FOR LABELING ALL CIRCUITS THAT SERVE FIRE PROTECTION EQUIPMENT AT THE RESPECTIVE PANEL. LABELING SHALL BE RED. CIRCUITS THAT FEED FIRE PROTECTION EQUIPMENT SHALL BE MARKED AT THE EQUIPMENT SERVED AND MUST BE IDENTIFIED ON THE AS BUILT MARK UP OF THIS DRAWING. MARK INCOMING CABLES TO EACH DEVICE WITH BLACK TAPE. IDENTIFY THE CIRCUIT NUMBER AT ALL SPLICES & TERMINATIONS. ELECTRICAL CONDUIT AND WIRING SHALL CONFORM WITH THE NATIONAL ELECTRICAL CODE (NEC), STATE & LOCAL CODES. ALL FLOOR PENETRATIONS AND FIRE RATED WALL PENETRATIONS SHALL BE SEALED WITH APPROVED FIRE STOPPING COMPOUND. NOTIFICATION APPLIANCE CIRCUIT SHALL CONFORM TO CLASS B, STYLE Y REQUIREMENTS AS PER NFPA 72 CURRENT EDITION. SIGNALING LINE CIRCUIT (SLC) OR INITIATING DEVICE CIRCUIT (IDC) SHALL CONFORM TO CLASS B, STYLE 4 REQUIREMENTS AS PER NFPA 72 CURRENT ADDITION UNLESS OTHERWISE INDICATED ON THE DRAWINGS WHICH WOULD INDICATE CLASS A STYLE 6. SIGNALING LINE CIRCUIT (SLC) AND THE NOTIFICATION APPLIANCE CIRCUIT (NAC) WIRING SHOULD FOLLOW THE PATH SHOWN ON THE RISER DIAGRAM. ALL DEVIATION MUST BE DOCUMENTED ON THE AS BUILT. SIGNALING LINE CIRCUIT (SLC) WIRING OR INITIATING DEVICE CIRCUIT (IDC) WIRING SHALL BE FPL OR FPLP (AS SPECIFIED IN THE WIRE LEGEND). NO EXCEPTIONS OR SUBSTITUTIONS. DEVICE POLARITY MUST BE OBSERVED. ALL BACK BOX, MOUNTING BOX AND JUNCTION BOX COVERS & INTERIORS SHALL BE PAINTED RED. DETECTORS SHALL NOT BE LOCATED WHERE AIR FROM SUPPLY DIFFUSERS COULD DILUTE SMOKE BEFORE IT REACHES THE DETECTORS. DETECTORS SHALL NOT BE INSTALLED WITHIN 3 FEET OF AIR SUPPLY GRILLES OR DIFFUSERS. IF THE DIFFUSERS ARE NOT IN PLACE WHEN DETECTOR BASES ARE BEING INSTALLED CONSULT WITH THE GENERAL CONTRACTOR TO DETERMINE THE HVAC DIFFUSER LOCATIONS. POWER LIMITED CIRCUITS SHALL NOT BE PLACED IN THE SAME CONDUIT, ENCLOSURE, OR RACEWAY WITH NON -POWER LIMITED CIRCUITS. POWER LIMITED CIRCUITS SHALL BE ISOLATED FROM NON -POWER LIMITED CIRCUITS, ELECTRIC LIGHTS, OR POWER CIRCUITS BY A MINIMUM OF 2 INCHES. ALL JUNCTION BOX COVERS SHALL BE MARKED WITH "NON POWER LIMITED" OR "POWER LIMITED". ALL CIRCUITS WHICH ORIGINATE AT THE CONTROL PANEL ARE "POWER LIMITED" UNLESS SPECIFICALLY IDENTIFIED AS "NON -POWER LIMITED". ALL WIRING SHALL BE IN CONDUIT UNLESS OTHERWISE INDICATED ON DRAWINGS. WHERE THE END USER REQUIRES NON METALLIC CONDUIT AND ALL EQUIPMENT TO. BE BONDED THE ELECTRICIAN MUST PROVIDE A BONDING CONDUCTOR TERMINATED AT ALL METALLIC ENCLOSURES. FOR TECHNICAL QUESTIONS CONTACT THE DESIGNER OF RECORD OR FCE PROJECT MANAGEMENT. TEL: (425) 641-2127. Symbol Conductors -- Fire Alarm System 1 #12 single conductor solid 120 vac w/earth ground & dedicated breaker. NEC/(UL) spec's: THHN 2C #18 twisted shielded pair, mid -capacitance fire alarm cable -- EIA -485 loop. NEC/(UL) spec's: FPL - 2C #16 twisted pair, mid -capacitance fire alarm cable -- communications circuit. NEC/(UL) spec's: FPL 2C #14 twisted pair, fire alarm cable -- notification circuit. NEC/(UL) Spec's: FPL 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor 24V auxiliary power circuit (NON RESETTABLE) NEC/(UL) spec's: THHN 2C #14 twisted pair, fire alarm cable, auxiliary power (RESETTABLE) circuit. NEC/(UL) spec's: 1 #14 single conductor -- releasing circuits (clean agent, pre -action). NEC/(UL) spec's: THHN 2C #16 twisted pair, mid -capacitance fire alarm cable -- SLC circuit. NEC/(UL) spec's: FPL 1 #14 single conductor -- interlock circuits. NEC/(UL) spec's" THHN This project: 07-1050 INTERNAP O CAE Systems requires that all wiring is installed in conduit. O Fire/Life Safety System(s) ❑ All wiring to be installed in conduit/raceway per NEC and NFPA-72 0 Specific wiring be installed in conduit raceway. Notes: 1. Use specified cable regardless of EMT raceway. 2. FPL (Fire Protection Power Limited) cable must be plenum rated when installed in plenum. 3. Riser cable shall comply with current edition of NFPA-72 for type and method of installation. 4. Use of metal raceway is required for specific portions of this cabling. 5. Compliance with NFPA-72 for penetrations and exposed work is required. LEGE\ 3 i -n FRCM MFRCM SCM R2M F O94 I=EEin l r'filll A77 #I#- 11 PRZ #-## O ION CHEETAH XI PANEL PHOTO SMOKE DETECTOR DUCT PHOTO SMOKE DETECTOR MONITOR MODULE MINI MONITOR MODULE SUPERVISED CONTROL MODULE RELAY MODULE FIRE ALARM PULL STATION CONVENTIONAL HEAT DETECTOR BOOSTER POWER SUPPLY BYPASS SWITCH FORM "C" CONTROL RELAY 24V EOL SUPERVISION RELAY ADDRESS PRE -ACTION RISER FIRE/SMOKE DAMPER WALL MOUNT HORN/STROBE CEILING MOUNT HORN/STROBE SCOPE OF WO,C VATEIAL LIST (3.o.v ITEM SYM QTY PART NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 FC#fl 2 10 -068 -R -1-L CHEETAH XI FIRE ALARM CONTROL PANEL FIKE - 2 - 2 10-2204 CRM -4 ON BOARD RELAY FIKE - 3 - 4 UB12120 12V, 12AH BATTERY INTERSTATE - 4 FRCM 13 55-041 CHEETAH XI FRCM MONITOR MODULE FIKE 4" SQ. BACKBOX 5 MFRCM 2 55-045 CHEETAH XI FRCM MINI MONITOR MODULE FIKE IN 4" SQ. BACKBOX 6 SCM 3 55-042 CHEETAH XI SCM SUPERVISED CONTROL MODULE FIKE 4" SQ. BACKBOX 7 R2M 3 55-043 CHEETAH XI ADDRESSABLE RELAY MODULE FIKE 4" SQ. BACKBOX 8 F 8 20-1063 CHEETAH XI ADDRESSABLE PULL STATION FIKE 4" SQ. BACKBOX 9 . 107 63-1052 CHEETAH XI PHOTOELECTRIC DETECTORS FIKE TO 63-1054 10 - 107 63-1054 CHEETAH XI 6" LOW PROFILE DETECTOR BASE FIKE 4" SQ. BACKBOX 11 18 63-1057 CHEETAH XI ADDRESSABLE DUCT DETECTOR FIKE - . 12 - 18 63-1056 CHEETAH XI DUCT DETECTOR HOUSING FIKE - 13 - 6 02-3722 3' DUCT DETECTOR SAMPLE TUBES FIKE - 14 - 2 02-3723 5' DUCT DETECTOR SAMPLE TUBES FIKE - 15 - 10 02-3724 10' DUCT DETECTOR SAMPLE TUBES FIKE - 16 FRCM 10 55-019 CHEETAH CLASSIC FRCM MONITOR MODULE FIKE 4" SQ. BACKBOX 17 a94. 18 60-031 CONVENTIONAL 194° HEAT DETECTORS FIKE - 18 :Mil 2 800T-H2B KEY OPERATED SWITCH ALLEN -BRADLEY SINGLE GANG BOX 19 - 4 800T-XA2 KEY OPERATED SWITCH EXPANSION BLOCK ALLEN -BRADLEY - 20 Ism 10 MR-201/C/R FORM "C" CONTROL RELAY NOTIFIER - 21 17 P2R WALL MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 22 0, 11 PC2R CEILING MOUNT MULTI -CANDELA HORN/STROBE - RED NOTIFIER 4" SQ. BACKBOX 23 MI;f/! 2 FCPS-24s8 FIELD CHARGING BOOSTER POWER SUPPLY NOTIFIER - 24 FPS -24 1 AL4000LPD4-R SOLENOID RELEASING POWER SUPPLY ALTRONIX - 25 - 3 10-2360 SOLENOID SERIES IMPEDANCE DEVICE FIKE - 26 A77 1 EOLR-1 24V END OF LINE SUPERVISION RELAY NOTIFIER IN 4" SQ. BACKBOX 27 - 6 UB1280 12V, 7AH BATTERIES INTERSTATE - - PROVIDE DETECTION AND NOTIFICATION FOR NEW SERVER ROOM, GENERATOR ROOM, AND UPS/BATTERY ROOM. - INSTALL DUCT DETECTORS TO HVAC UNITS SERVING THESE SPACES. - INSTALL DEVICES FOR HVAC UNIT AND FIRE/SMOKE DAMPER INTERLOCK. - INSTALL DEVICES ON TO SPECIFIED PRE -ACTION RISERS FOR SUPERVISION AND CONTROL OF THE PRE -ACTION RISER. - INSTALL BUILDING FIRE ALARM MONITOR MODULES TO MONITOR FOR ALARM, TROUBLE, SUPERVISION, AND WATER FLOW. - INSTALL BYPASS SWITCH TO DISCONNECT PRE -ACTION PANELS FROM BUILDING FIRE ALARM PANEL. -INSTALL MONITOR MODULES FOR BOTH PRE -ACTION SYSTEM AND BUILDING FIRE ALARM PANEL TO MONITOR BYPASS SWITCH. PSE -ACTIO\ SEQUE CE OF OPEAT O\ 1 SMOKE DETECTED BY PRE -ACTION SMOKE OR HEAT DETECTOR PERSONEL OBSERVES FIRE MANUAL PULL STATION ACTIVATED MAIN RELEASING CONTROL PANEL (MRCP) GOES INTO ALARM PRE -ACTION SOLENOID IS ENERGIZED HEAT INCREASES 4 SPRINKLER HEAD FUSES SUPERVISORY AIR 15 LOST T PRE -ACTION VALVE OPENS 1 HVAC UNITS SHUTDOWN AND FIRE/SMOKE DAMPERS CLOSE WATER FLOWS THIS PRE -ACTION SYSTEM IS A "DOUBLE INTERLOCK" SYSTEM. A SIGNAL VIA THE FIRE ALARM CONTROL PANEL IS REQUIRED TO ENERGIZE THE SOLENOID AND LOW AIR PRESSURE CAUSED BY A FUSED SPRINKLER HEAD IS REQUIRED TO ALLOW THE SPRINKLER SYSTEM TO FLOW WATER. A BROKEN SPRINKLER HEAD BY ITSELF WILL CAUSE A LOW AIR SUPERVISORY SIGNAL BUT WILL NOT CAUSE WATER FLOW. PIO CCEPTED O Without Comments IZr AsNotedlnRed ❑ 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 °romances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter this date will void thie, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fir/e, Prevention Bureau. S ` Date: f / o -2 By: /c-1-•--01 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. /BATTERY ROOM GENERATOR ROOM TUKWILA FIRE DEPARTMENT, Please call: 575-4407 and give this job No. b? -F -lir and exact address for hut down or resarzition approval;' SIGNAL SENT TO BFAP ENERGIZE HORN/STROBES SIGNAL SENT TO CENTRAL STATION DISPATCHES FIREFIGHTERS RISER ROOM "C" 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 • • • • • • • • • • . • . 0 0 0 SERVER ROOM 00 0 0 0 0 0 0 0 0 0 • • • • • • cti ►:41'+!14 � . • II - •A 11 . 0 • A 0 . 0 0 • 0 0 ti 0 0 n 0 . a . 0 1 j .0330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AREA OF WO 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 = LOCATED ON 1ST FLOOR = LOCATED ON 3RD FLOOR AID MAY -13 WIN Tukwila Fire DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 0 c0� ' (0 -10 csDc 0 "1:J N zQ 0 0 o N � N N r` POJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\ LEGEND, B.O.M., AND NOTES z w z CD w I- < PERMIT SET DESCRIPTION w JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA0.00.dwg FA 0.0 EOL FPS12 MKT #4 t_ lel-I"1 r II.::1 .:::;11.::1 Clr: 731.111 � 4 zr J °IL111:, MR , :"t.'R. EOL FPS12 KT #3 FLAG\OYES: EXISTING FIRE ALARM HORN/STROBE TO BE REMOVED. RELOCATE END OF LINE AS NECESSARY. PENATRATIONS TO FJB23 ON 2ND FLOOR AND FJB33 ON 3RD FLOOR. PRZ 1-16 /\ \/ PRZ 1-17 PRZ 3-17 f SOLENOID TAMPER GE\EATOAND EXISTING 2" COND IT FROM — CP -7. 4k 4k 41k 41k MO OM Pringi reffro NM 51-42 SOLENOID TAMPER FLOW OW AIR 5101 MR KM SOLENOID TA FLOW LOW AIR. PER FLOW OW AIR ROMA irfri WMPref` MR WM 1EWA SIM SOLENOID TAMPER FLOW LOW AIR EXISTING CP -7 SLq-4 FROM FJB5. �ISE� .00V "C" DEVO SCALE: 1/8" = 1 ' S /BATT SCALE: 1/8" = 1' 1ti-1-491 L L EOL a% FPS12 ���-�'.CKT #2 — 1 ; L _..1 ups 1 .00V DEVO ups ( qr EXISTING 2" CONDUIT TO' -RISER ROOM "C" FJB5 r CP -7 • ................. { LOCATI3\ OF C SCALE: 1/8" = 1' 7 EXISTING FIRE ALARM HORN/STROBE TO BE REMOVED. CONTINUE NOTIFICATION CIRCUIT TO NEW FPS12A AND RELOCATE END OF LINE. (SEE SHEET FA1.2 FOR LOCATION OF NEW FPS12A BOOSTER POWER SUPPLY.) BUILDING FIRE ALARM DEVICES TO BE REMOVED FROM RISERS AND CP -2 PROGRAM AND REPLACED WITH NEW CHEETAH XI MODULES FROM CP -15 AS SHOWN ON SHEET FA1.1. RETAIN EXISTING CP -2 SLC WIRE INTEGRITY. BUILDING FIRE ALARM DEVICES TO BE REMOVED FROM RISERS AND CP -7 PROGRAM AND REPLACED WITH NEW CHEETAH XI MODULES FROM CP -14 AS SHOWN ON SHEET FA1.1. RETAIN EXISTING CP -7 SLC WIRE INTEGRITY. LOCATION OF CP -7 UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION FIRE ALARM SYSTEM 0 IZ n Cf) W n f•— W W Cf) c0 w 0 1ST FL. GEN. RM. & UPS/BATT RM. .CO FCO r/2 4-1 CO O 4:4 14 al W • toco 0 r7 0 w F-- PERMIT SET DESCRIPTION 07-1050 DRAWING NO.: 07-1050—FA1.0D.dwg FAIIOD NOTE: THIS DRAWING DOES NOT SHOW ACTUAL CONDUIT AS INSTALLED. UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION FIRE ALARM SYSTEM 0 IZ n Cf) W n f•— W W Cf) c0 w 0 1ST FL. GEN. RM. & UPS/BATT RM. .CO FCO r/2 4-1 CO O 4:4 14 al W • toco 0 r7 0 w F-- PERMIT SET DESCRIPTION 07-1050 DRAWING NO.: 07-1050—FA1.0D.dwg FAIIOD 2S ctk eu\tf ,c6k t•c-) woo\- kyt, lowt, Vcs, NEW SLC -1 OF EXISTING CP -7 TO 3RD FLOOR FJB33 AND NEW CP -14 SLC -1 FROM 3RD FLOOR SERVER ROOM , PENATRATIONS TO FJB23 ON 2ND FLOOR AND FJB33 ON 3RD FLOOR. 194' 194' 1 FONT) [LR , -194' *94' X I' .19 ' *94' 1S I:! up 15 1S .194' 1S 2S 2S 2 SLC -1 TO 15-1-29 NEW SLC -1 OF EXISTING CP -7 TO NEW MODULES FOR NEW CP -15. PRZ 1-16 PRZ 3-17 N.I.C. ATO' 1S SLC -1 FROM 2 120VAC :PNL _ _:BKR 120VAC, 2A RC RCM 2S /EI rinnil II WW1 F111121.11 1S 2A 2S 116—ki 11111 11102SIZEI MUN 2 1S 7-1-tt FRCN BPS -15 2 15-1-5 FRCM 15-1-1 15-1-6 15-1-9 1S 15-1-10 F17:27., 2Q (FP.O.,11 15-1-13 1r 1S (L''-'1‘ 15-1 15-1-3 •." 2S -4 15-1-7 is 15-1-8 NEW SLC -1 OF EXITING CP -7 FROM FJB5. A\D LPS/3ATTEY .00 SCALE: 1/8" = 1' 15-1-25 2" CONDUIT FROM — CP -7. VERIFY THAT SLC -1 IS RUN. SOLENOID TAMPER IIIM FLOW 15-1-28 FRCM LOW AIR 15-1-29 2S RISER ROOM " C " 3A FLOW FRCM FRCM 115-1-301 LOW AIR SOLENOID TAMPER FLOW LOW AIR CON/ SCALE: 1 /8" = 1' ,,c,, w 0 SOLE OID TAMPER NEW CP -14 SLC -1 FROM FJB5. 421 IA/0 K 2A 13 115-1-11 is -15-1 15-1-12 •• „ • :;1•c-.: 2" CONDUIT TO RISER ROOM "C" N.I.C. - (!: ( FJB5 < • • [ R 1 Fir:. CP -7 I C. } 1 -1-sri 1 1/13 LCCATIO\ OF CD_7 SCALE: 1/8" = 1' / I 11 . ----- (1 FLAG\OTES: NEW CHEETAH XI MODULES FROM CP -15 INSTALLED FOR CONTROL AND MONITORING OF PRE—ACTION RISER 3-17. NEW CP —7 BUILDING FIRE ALARM DEVICES TO MONITOR NEW CP -15. SEE SHEET FA 4.0 FOR WIRING DETAILS. (ADDRESSES TO BE FIELD VERIFIED AND ASSIGNED.) NEW CHEETAH XI MODULES FROM CP -14 (LOCATED ON 3RD FLOOR) INSTALLED FOR CONTROL AND MONITORING OF PRE—ACTION RISERS 1-16 AND 1 17. LOCATE THIS DEVICE A MINIMUM OF 2' FROM GENERATOR EXHAUST PIPE CENTERLINE. NEW POWER SUPPLY INSTALLED FOR ACTIVATION OF PRE—ACTION RISERS 1-17, 1-16, AND 3-17. 120VAC POWER SHALL BE PULLED FROM NEIGHBORING SOLENOID POWER SUPPLIES. LOCATION OF CP —7 UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" 1 - • . 1 7 'I. • Fr DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 c.) LO cD co 0) CN (0 - -0 CO C LC) 0 1:1) LiJ z 0 0 0_ POJECT: PRE -ACTION FIRE ALARM SYSTEM 0 n_ ry cf) n LL1 LLJ cn RM. & UPS/BATT RM z 0 r=1 E-1 . co E-cO 00 0 egg 1-1 z LC cv E-4 DESCRIPTION JOB NO.: 07-1050 DRAWING NO.: 07-1050—FA1.10.dwg FA 1.1 NOTE: THIS DRAWING DOES NOT SHOW ACTUAL CONDUIT TO BE INSTALLED. CONDUIT ROUTING IS RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. WIRING MUST ALSO BE RUN BEFORE EXISTING RISER DEVICES ARE REMOVED. LOCATION OF CP —7 UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" 1 - • . 1 7 'I. • Fr DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 c.) LO cD co 0) CN (0 - -0 CO C LC) 0 1:1) LiJ z 0 0 0_ POJECT: PRE -ACTION FIRE ALARM SYSTEM 0 n_ ry cf) n LL1 LLJ cn RM. & UPS/BATT RM z 0 r=1 E-1 . co E-cO 00 0 egg 1-1 z LC cv E-4 DESCRIPTION JOB NO.: 07-1050 DRAWING NO.: 07-1050—FA1.10.dwg FA 1.1 I ' ''1`1::11 ( irr j 1N FLAG \ OTHS : NEW FPS12A IS THE LAST DEVICE ON FPS12 CIRCUIT #2. END OF LINE RESISTOR MUST BE RELOCATED HERE FROM THE PREVIOUSLY LAST DEVICE ON THE CIRCUIT. 2 500 VA 1?1;l 26 4W -I 'SWITCH L........' ..:...,..,r,...::..: ._.._ ..............._....... J GE\F�ATO 1N 120VAC _:PNL7 ----:BKR 3A ELR FPP�S12 iSt -r.42.1 1N 75cd 12A-1-1 FT i' I J.'; 11 • 1 .S/3ATTEY SCALE: 1/8" = 1' hvicip- .5 30cd 12A-1-3 1-77 Ij. M is -- 75cd 12A-1-2, .... 1 'IN 'OOV \OTIFICATIO 1N LOCATION OF CP -7 UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" J l •\ DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\: 0 z 1ST FL. GEN. RM. & UPS/BATT RM . co F co c0 W � Z O'4 cv V n 1.0LC) CrJ � 0 0 0 w PERMIT SET DESCRIPTION JOB NO.: 07 - 1050 DRAWING NO.: 07-1050—FA1.20.dwg FA 1.2 NOTE: NOTIFICATION DEVICES ARE TO BE WIRED OPEN CABLE AS EXISTING BUILDING NOTIFICATION IS WIRED. 1N LOCATION OF CP -7 UPS AND BATTERY ROOM GENERATOR ROOM ACCESS TO OTHER FLOORS AND RISER ROOM "C" J l •\ DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\: 0 z 1ST FL. GEN. RM. & UPS/BATT RM . co F co c0 W � Z O'4 cv V n 1.0LC) CrJ � 0 0 0 w PERMIT SET DESCRIPTION JOB NO.: 07 - 1050 DRAWING NO.: 07-1050—FA1.20.dwg FA 1.2 ECAC \ OTES : C III11iI!111iII111iII111II1l 1.... 1111 11 1111111 LJ J J 1 1111111111 Iiiu1u!iiuu1III1 1111111111111 111111111111111111111111 11111111 11111 1111111111111111111111111 n• immininhoimammoimmoimmipiMEE TWIN III III I 111111111Flail 1 1I I 1cal if D L._._0_. ..1 L::::01:Tin......... 0. [110 .1 - 0-----.1 0 0 071 1 0 EMI 0 W n 0 0 rr ry 0 0 1 n nv U O ZO O O w � ~ Zr ZLL WN o 0 O W Z < O 0 W DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 P OJECT: PRE -ACTION FIRE ALARM SYSTEM 0 n_ W n W L d V7 3RD FLOOR SERVER ROOM DEMO N) 0 0 0 PERMIT SET DESCRIPTION JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA2.0D.dwg FA 2OD 0 O n: co 0 0 N Z L; LI-Z• ccO B OO U co cc vr 1 -Om U- g LE. Q D d N (f) (f) 0 0 0 1 • • 1� I I 0 1 0 L[7 I t - g U tl 0 11 CO Hi i ^� M CL J CO (,/) LCL t` O >U~ N c c13-‹ cJ J c J cn th 0 0 III n 0 0 nv I � I > II W (f) n 0 0 L Nn II Cf.) III 0 7 0 0 cji (no 0 w -J U u- U Q 0 0 w Cu >U_ 0 Q w c LL 0 0 w LA U) w w 0 w w 0 J w w m 0 U) cn w w 0 0 Ul J Q w 0 EE w z CT) 0 z DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 In O • CO I N C o _ EN W X Z < N U O I� 0_ N N I co co c N B R113 Leg tam ZE SER PROJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\: 3RD FLOOR SERVER ROOM WORK CO E—; CO v) o� rg cr, el H LLI 0 PERMIT SET DESCRIPTION W EY JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA2.10.dwg FA 2,1 NOTE: THIS DRAWING DOES NOT SHOW ACTUAL CONDUIT TO BE INSTALLED. CONDUIT ROUTING IS RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. WIRING MUST ALSO BE RUN BEFORE EXISTING RISER DEVICES ARE REMOVED. I I 0 w Cu >U_ 0 Q w c LL 0 0 w LA U) w w 0 w w 0 J w w m 0 U) cn w w 0 0 Ul J Q w 0 EE w z CT) 0 z DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 In O • CO I N C o _ EN W X Z < N U O I� 0_ N N I co co c N B R113 Leg tam ZE SER PROJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\: 3RD FLOOR SERVER ROOM WORK CO E—; CO v) o� rg cr, el H LLI 0 PERMIT SET DESCRIPTION W EY JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA2.10.dwg FA 2,1 FLAG \ OT- S oM N N L mW LL N LL • W OCC Ci) LL ct H_J g LL Q - cc • C7 W Z o. p (f) n' 0 0 J LL 1P 10 • D ty \ \ M N D 2 Ln L0 MO „Z' �NIlIX� N 1 o = 10 0 0 W W n n 0 0 0 n7 U(ii Ulo V) 0 W -I U 11- < Q w 0 DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 PRE -ACTION FIRE I— U W 0 ALARM SYSTEM 0 0_ V J W n W Cf) ROOF TOP DETECTION .CO E-+ CO 0 <4 r4 CV E-1 rn E-+ 0 N) 0 LC) 0 LLI PERMIT SET DESCRIPTION I w JOB NO.: 07-1050 DRAWING NO.: 07-1050—FA2.11.dwg FA2.111 1 0 7 Li_ LAST DEVICE ON EXISTING }- 0(I) (n O_ (n > ww 0 w _ZW J I 00 Z � ~ J W W U W U (n ~ 0 I 11-1 UZ U O 0 J O Li] U (n > 0_ LLI CO 0 NEW FPS 1 OA ery �S TINE Rfill air 1 11 ommm, 1 EINE. 11111111 \o Y o t.._- _0 .0 [II 0 1. LDTI] I liS Q Co 1 EI I0 .1 -J W M a v 0 U_ L 0 i 0 0 ry W W (f) 0 0 n rr 0 L (f) 0 (j) 0 W - U U Q w I-- 0 DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION ALARM SYSTEM 0 0 fY cn LLI0 W /Z c l 3RD FLOOR SERVER ROOM NOTIFICATION HcO 1-1v Z ox 44 w1-1 LL8 Eco crJ E-1 LLJ 0 z 0 0 U (n UJ J ( w 0 W JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA2.20.dwg FA 2.2 NOTE: THIS DRAWING DOES NOT SHOW ACTUAL CONDUIT TO BE INSTALLED. CONDUIT ROUTING IS RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. WIRING MUST ALSO BE RUN BEFORE EXISTING RISER DEVICES ARE REMOVED. I I ery �S TINE Rfill air 1 11 ommm, 1 EINE. 11111111 \o Y o t.._- _0 .0 [II 0 1. LDTI] I liS Q Co 1 EI I0 .1 -J W M a v 0 U_ L 0 i 0 0 ry W W (f) 0 0 n rr 0 L (f) 0 (j) 0 W - U U Q w I-- 0 DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION ALARM SYSTEM 0 0 fY cn LLI0 W /Z c l 3RD FLOOR SERVER ROOM NOTIFICATION HcO 1-1v Z ox 44 w1-1 LL8 Eco crJ E-1 LLJ 0 z 0 0 U (n UJ J ( w 0 W JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA2.20.dwg FA 2.2 L ROOFTOP 3RD FLOOR 1 TEMP CIA #1 TEMP CIA #1 TEMP CIR #2 A.1 TEMP CIR #1 TEMP CIA #2 TEMP CIR #1 TEMP CIR #1 TEMP CIR #2 TEMP CIR #1 TEMP CIA #2 TEMP CIR #2 TEMP CIR #1 A A A Nel wow vs -59 p -s59 Ord f452,51 mfardi TEMP CIA #2 TEMP CIA #2 TEMP CIR #1 TEMP CIA #2 TEMP CIA #2 TEMP CIR #1 TEMP CIR #1 TEMP IR #2 TEMP CIA #1 { TEMP CIA #1 EOL CIR #1 EOL TEMP CIR #2 CIR #1 TEMP CIR #1 TEMP CIR #1 TE P CIR #1 TEMP CIR #1 EOL CIR #3 EOL CIR #4 2ND FLOOR NO WORK ON 2ND FLOOR RISER ROOM "C" PRZ 1-14 TAMPER TAMPER TAM PER 4kMPER TAMPER FLOW LOW AIR SOLENOID DRY SYSTEM { FLOW LOW AIR PRZ 1-15 FLOW LOW AIR SOLENOID PRZ 1-18 FI..OW LOW AIR SOLENOID PRZ 1-17 WAWA 5.02 FARE FLOW LOW AIR SOLENOID PRZ 1-6 LOW AIR SOLENOID TAMPER 5162 FLOW LOW AIR SOLENOID TAMPER PRZ 1-19 1 FLOW LOW AIR SOLENOID 1ST FLOOR PRZ 3-18 TAMPER FLOW LOW AIR SOLENOID PRZ 2-18 TAMPER FLOW LOW AIR SOLENOID PRZ 2-21 TAMPER =1 1` FLOW LOW AIR SOLENOID PRZ 2-19 TAMPER FLOW LOW AIR SOLENOID PRZ 2-20 1; 1 FLOW LOW AIR SOLENOID PRZ 3-20 FLOW LOW AIR SOLENOID PRZ 3-17 iJ FLOW LOW AIR SOLENOID TAMPER FLOW LOW AIR SOLENOID BACKFLOW 1 TAMPER TAMPER TAMPER FLOW TEMP CIA #1 TEMP CIR #1 TEMP CIR #2 { TEMP CIR #1 TEMP CIR #2 (TEMPI CIA #31 .4 TEMP CIR #2 TEMP CIA #3 TEMP CIR #< FLAC\OTES: TEMP CIR #1 TEMP? CIA #1I 1 TEMP CIR #2 MMP CIR #3 TEMP CIR #4 1 1 TEMP CIR #1 TEMP CIA #2 [TEMP CIR #3 TEMP CIR #4 TEMP CIR #2 TEMP CIA #3 ITEMP CIA #4 TEMP CIA #3 TEMP CIA #4 TEMP CIA #4 TEMP CIR #4 EXISTING FIRE ALARM HORN/STROBE TO BE REMOVED. RELOCATE END OF LINE AS NECESSARY. EXISTING FIRE ALARM HORN/STROBE TO BE REMOVED. CONTINUE NOTIFICATION CIRCUIT TO NEW FPS12A AND RELOCATE END OF LINE. (SEE SHEET FA1.2 FOR LOCATION OF NEW FPS12A BOOSTER POWER SUPPLY.) BUILDING FIRE ALARM DEVICES TO BE REMOVED FROM RISERS AND CP -2 PROGRAM AND REPLACED WITH NEW CHEETAH XI MODULES FROM CP -15 AS SHOWN ON SHEET FA1.1. RETAIN EXISTING CP -2 SLC WIRE INTEGRITY. BUILDING FIRE ALARM DEVICES TO BE REMOVED FROM RISERS AND CP -7 PROGRAM AND REPLACED WITH NEW CHEETAH XI MODULES FROM CP -14 AS SHOWN ON SHEET FA1.1. RETAIN EXISTING CP -7 SLC WIRE INTEGRITY. EXISTING FIRE ALARM HORN/STROBE TO BE REMOVED. CONTINUE NOTIFICATION CIRCUIT TO NEW FPS -10A AND RELOCATE END OF LINE. (SEE SHEET FA 2.1 FOR FPS -10A LOCATION) TEMP CIR #4 DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 N LC) CO O CN CO CO Cfl I _N -0 CO C LC) O _ LC) N N zQ L0LI - 0 o N_ t � I Z. -c-) O N PRE -ACTION FIRE U 0 n-- ALARM SYSTEM SHEET DESCIPTIO\ RISER DIAGRAM DEMO CO E—+ CO W C" © 44:C C4 al E PERMIT SET DESCRIPTION I w JOB NO.: 07- 1050 DRAWING NO.: 07-1050—FA3.0D.dwg FA 3,OD ROOFTOP 3RD FLOOR 2ND FLOOR L CP -14 SLC -2 24VDC CP -14 SLC -1 CP -7 SLC 1 1S, 2PN- FJB43 1-1S RTU 5-3 120VAC PNL:==== BKR: 2A 120VAC PNL: BKR:_ _ _ _ —1 2A • 141-I 141-2 141-3 10 10 RTU 5-2 14 -1 14 -2 1 -3 1 -4 120VAC PNL:_ BKR:- _ 2A RTU 5-1 1Q 10 1S CP -7 SLC -1 — 1s FJB3 2PN 14-2-1 SUPPLY CP -14 2S JBOX 3S CP -14 SLC -1 & 2 RIP REEN MEI 1111 =En PPP - rem 120VAC PNL:==== BKR: - CP -7 SLC -1 2S 14-1-97 FRCM FRCM 1 C CP -14 SLC -1 — FRC' FRCM 14-1-5 0 14-1-6 0 14-1-32 0 14-1-31 2PN 2S 1S 1S 14-2-3 SUPPLY RETURN 2A A77 2PN- MFRCM 1S 14-2-151 2S 2S 14-1-7 14-1-14 14-1-30 1s 15 1S 14-1-8 14-1-9 14-1-10 14-1-11 14-1-12 2S 14-1-13 120VAC PNL: BKR:_ _ —1 2 141 1 14 -2 141-3 141-4 141-5 1 Q RTU 5-4 2Q 2Q R2M (-r'`-1S 114-2-71 —10- RTS 14-2-4 SUPPLY 2Q / ICR-14E 2Q 1S 1S 15 1S 14-1-15 14-1-16 14-1-17 14-1-18 14-1-19 15 15 14-1-28 14-1-33 14-1-35 14-1-36 14-1-37 14-1-38 14-1-54 1s 1S 1S 14-1-27 14-1-26 14-1-25 14-1-39 14-1-41 1S 14-1-42 1S 14-1-43 1S 14-1-23 14-1-44 1S 14-1-22 TEMP CIR #1 120VAC PNL:_ _ _ _ BKR: 2A 2A 14-1 14-2 14-3 14-4 AC 5-1 1Q RTS TEMP CIR 11 TEMP CIR #2 SUPPLY TEMP CIR #1 11 TEMP CIR #2 TEMP CIR#2 TEMP CIR #1 1S TEMP CIR #1 TEMP CIR #2 TEMP CIR #2 TEMP CIR #1 1S 10 1S 10 14-2-61 SUPPLY RETURN ELR TEMP CIR #1 TEMP CIR #2 TEMP CIR#2 TEMP CIR #1 S TEMP CIR #2 TEMP CIR #2 TEMP CIR #1 1S -`1 TEMP1 CIR #2 TEMP LCI R#1 1S 1:1 TEMP CIA #1 TEMP CIR #1 TEMP CIA #1 TEMP CIR #1 TEMP CIR #1 TEMP CIA #1 1S TEMP CIA __#_1_ 1S EOL CIA #2 EOL CIA #3 EOL CIA #4 1N 1N IN - IS 14-1-99 95cd IS 15 1N IN IS —IN H/ELR 1S 14-1-53 14-1-52 1s 14-1-51 14-1-50 RISER ROOM "C" TAMPER PRZ 1-•14 FLOW LOW AIR SOLENOID DRY SYSTEM TAMPER FLOW LOW AIR PRZ 1-15 TAMPER FLOW LOW AIR SOLENOID PRZ 1-18 FLOW LOW AIR .OLENOID PRZ 3-18 TAMPER 2S 14-1-69 14-1-70 CP -7 SLC -1 3S- FLOW LOW AIR SOLENOID PRZ 2-18 TAMPER FLOW LOW AIR SOLENOID PRZ 2-21 1 TAMPER FLOW LOW AIR SOLENOID PRZ 2-19 TAMPER P < 2. r7 2S FLOW LOW AIR SOLENOID 2S FJB5 J 2S 14-1-71 1S 2 CP -7 SLC -1 3A 14-1-72 120VAC PNL: _ _ _ BKR: 14-1-73 1s 14-1-49 14-1-48 14-1-47 14-1-74 1s 1s 1S 14-1-75 14-1-76 14-1-77 14-1-79 NO WORK ON 2ND FLOOR CP -15 10 10 TEMP CIR #1 TEMP CIR #1 TEMP CIA #2 A I 11 TEMPI CIR #2I TEMP CIA #3 TE P CIR #1 114-1-801 TEMP CIR #1 TEMP CIR #2 TEMP CIR #3 TEMP CIA #4 10 1 14-1-81 TE P CIA #1 TEMP CIR #2_ TEMP CIR_#3 CIA #4 TEMPI TEMP CIA #2 TEMP CIR #3 TE P CIA #4 14-1-82 EOL • TEMP CIR #1 CIR #11 41, 1 TEMP CIR #2 TEMP CIA #3 TEMP CIR #4 TEMP CIA #3 TEMP CIA#4 UPS/BATTERY ROOM TEMP CIR#4 14-1-83 14-1-84 TEMP CIA#3 TEMP CIA#3 TEMP CIA #4 TEMP CIA #4 1N 14-1-85 14-1-86 14 -1-87 1N 14-1-88 14-1-89 CR -15D UPS/AC-1 2Q UPS/AC-2 CR -15C 3A L-- 120VAC 1N 14-1-90 14-1-91 14-1-96 ls 14-1-92 14-1-95 14-1-94 ELR UPS/AC-4 15-1-3 15-1-22 PRZ 2-20 TAMPER FLOW LOW AIR SOLENOID PRZ 1-6 TAMPER FLOW LOW AIR SOLENOID IJ5-1-2� —I FRCM TAMP R 2S PRZ 1-16 NUN FRCM FLOW 5-1-2 FRCM SCM LOW AIR SOLENOID PRZ 1-19 TAMPER 120VAC PNL: _ BKR: r --3A 1ST FLOOR FLOW LOW AIR SOLENOID 24VDC POWER 2PN 2PN 2PN TAMPER FLOW LOW AIR SOLENOID PRZ 3-20 TM PER PRZ 3-17 i •Li 111 FLOW LOW AIR :OLENOID ILE11QI FLOW LOW AIR SOLENOID 2S TAMPER FLOW LOW AIR SOLENOID BACKFLOW 1 TAMPER TAMPER TAMPER FLOW CP -14 SLC -1 24VDC 15-1-21 15-1-2 15-1-38 SUPPLY FRCM 15-1-19 2S 15-1-20 15-1-22 IS 15-1-351 SUPPLY 1S 1S 1S 1S 1S 1S MFRCM A UPS/AC-3 H 1Q 10 1S R2M 15-1-39 15-1-24 15-1-25 J GENERATOR ROOM 15-1-41 15-1-4 15-1-5 15-1-6 15-1-7 15-1-8 15-1-9 15-1-10 15-1-12 15-1-13 15-1-14 15-1-15 15-1-16 SUPPLY 12A-1-5 111A ELR 1N SUPPLY 15-1-17 NEW CHEETAH XI MODULES FROM CP -15 INSTALLED FOR CONTROL AND MONITORING OF PRE -ACTION RISER 3-17. NEW CP -7 BUILDING FIRE ALARM DEVICES TO MONITOR NEW CP -15. (ADDRESSES TO BE FIELD VERIFIED AND ASSIGNED.) NEW CHEETAH XI MODULES FROM CP -14 (LOCATED ON 3RD FLOOR) INSTALLED FOR CONTROL AND MONITORING OF PRE -ACTION RISERS 1-16 AND 1 17. NEW POWER SUPPLY INSTALLED FOR ACTIVATION OF PRE -ACTION RISERS 1-17, 1-16, AND 3-17. 120VAC POWER SHALL BE PULLED FROM NEIGHBORING SOLENOID POWER SUPPLIES. NEW FPS12A IS THE LAST DEVICE ON FPS12 CIRCUIT #2. END OF LINE RESISTOR MUST BE RELOCATED HERE FROM THE PREVIOUSLY LAST DEVICE ON THE CIRCUIT. SEE SHEET FA 4.1 FOR WIRING TERMINATIONS. NEW CP -7 BUILDING FIRE ALARM DEVICES TO MONITOR NEW CP -15. (ADDRESSES TO BE FIELD VERIFIED AND ASSIGNED.) NEW FPS10A IS THE LAST DEVICE ON EXISTING FPS10 CIRCUIT #1. END OF LINE RESISTOR MUST BE RELOCATED HERE FROM THE PREVIOUSLY LAST DEVICE ON THE CIRCUIT. SEE SHEET FA 4.1 FOR WIRING TERMINATIONS. DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 00 -CD CO LLs cN CO 896 is- ota XRE POJECT: PRE -ACTION FIRE ALARM SYSTEM LLJ LLJ RISER DIAGRAM rx4 E-1 CO (73 o 1-1 rn CD PERMIT SET DESCRIPTION LLs cr JOB NO.: 07 - 1050 DRAWING NO.: FA 3.1 120VAC PANEL: CIRCUIT: FOR PRE -ACTION DISCONNECTION FROM BFAP �v�---S BFAP CHEETAH cr\rTh--S PANEL 7 SLC OUT BUILDING FIRE ALARM CP -7 DEVICE 0 tO 0( LOOP FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 n w Z 2 o 0 n 1n a S z z Toeoe® ®0®000 N V o O Z N u, N FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 00000 Z Z 5 0 5` ro o o Z z ut N FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 C31 0000 N 0 U Z Z h FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 BUILDING FIRE ALARM CP -7 DEVICES 00®O00 o5 Z Z Le FAST RESPONSE CONTACT MONITOR MODULE P/N 55-019 TYPICAL PRE—ACTIO\ 3YPASS WHI\G DIAGRA vi NOT TO SCALE S BFAP CHEETAH S PANEL 7 SLC IN O\ITOR VODULE NOT TO SCALE POWER LIMITED 24VDC AUXILIARY OUTPUTS, 2A max each NOT NOT NOT USED USED USED FIELD INSTALLABLE 10-2360 TOP 0 SOLENOID + — N ®® 0 0 0 0 0 0 0 C NC NO C NC NO Alarm Supervisory C NC NO Trouble O 0 0 0 COMPUTER D O 0 0 VESDA Penpherals (232)., +DACT (SHLD + 485) Peripherals 0 0 0 0 0 0 0 0 0 + - SHLC + - SHLD + - SHLD Reoetteble Aux Out Auxlikby Outputs 24VDC FROM BOOSTER POWER SUPPLY SEE SHEET FA 4.1 tO AOOREux ACPOWER 0 TROOUBLE SUPERVISORY SILEONCE STEP ALARM STEP SUPERV STEP TROUBLE 0 0 0 0 0 PRE -DISCHARGE RELEASE RELEASE -DISABLED ABORT GROUND FAULT 1;,2 K EOL DRILL ACKNOWLEDGE 12 K EOL 0 0 ENTER ACXFMR Secondary Satter/ \ + Input- ESCAPE TYPICAL C ZH AOZ4 I.H BATT #1 12VDC BATT #2 12VDC AC NEUTRAL AC LINE CHASSIS GROUND CHASSIS GROUND (EARTH) CONNECTION in SHALL BE MADE DIRECTLY TO STANDOFF IN ENCLOSURE. EETAH XI WI \G DIAGRA V NOT TO SCALE 55-042 SUPERVI S TO RELAY MODULES SEE SHEET FA 4.2 S HVAC INTERLOCK WIRING STO SLC -2 DEVICES 55-045 EOL 39K JO 55-042 SCM O / V i SED CONTROL MO NOT TO SCALE DULE WIRING e e e e OTO, o W 0 m LOOP - N +M 0) to ADDRESS I I e e e e ° o9 55-041 NO\ITOMODULE WIRING NOT TO SCALE (-) CLASS "B" WIRING STYLE 4 (+) 63-1054 6" Base 63-1052 Photo Sensor SET LOOP -ADDRESS OF DEVICES USING 55-051 IR TOOL (-) >- a z NO Ix 0 NC e e e 0 0 0 W O 04 1 LOOP J (-) ADDRESS ) 00 o0 55-043 BELAY IVODULE WIHI\G NOT TO SCALE (+) (+) (-) (-) (+) (+) 0 9 VII\I V 39K EOL 0\ITOVODULE WRAC NOT TO SCALE HVAC INTERLOCK WIRING (AS SHOWN ON SHEET FA 4.2) () SLC -1 TO NEXT DEVICE MS HVAC INTERLOCK WIRING (AS SHOWN ON SHEET FA 4.2) e e e ee e e e e e 1 2 3 4 5 5 7 B 9 10 11 12 13 14 1, 20-1063 DUCT DETECTOR WRI\C NOT TO SCALE 0'1 ALARM 0.2 (LED) 0 4 TEST (+) © 5 TEST (-) 20-1063 PULL STATION WIRING TS -451 EVIOTE TEST STATION NOT TO SCALE NOT TO SCALE NOTE: TO BE FIELD LOCATED NEAR DUCT DETECTOR DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 P 8 P gRi PRE -ACTION FIRE ALARM SYSTEM CHEETAH XI WIRING DIAGRAM co r 1 co (35 Z O"4 P4 C W w L - t H r7 LC ) w Q PERMIT SET DESCRIPTION w JOB NO.: 07 —1050 DRAWING NO.: 07-1050—FA4.00.dwg FA 4.0 Battey Fuse 15A AC Fuse 15A ESCAPE TYPICAL C ZH AOZ4 I.H BATT #1 12VDC BATT #2 12VDC AC NEUTRAL AC LINE CHASSIS GROUND CHASSIS GROUND (EARTH) CONNECTION in SHALL BE MADE DIRECTLY TO STANDOFF IN ENCLOSURE. EETAH XI WI \G DIAGRA V NOT TO SCALE 55-042 SUPERVI S TO RELAY MODULES SEE SHEET FA 4.2 S HVAC INTERLOCK WIRING STO SLC -2 DEVICES 55-045 EOL 39K JO 55-042 SCM O / V i SED CONTROL MO NOT TO SCALE DULE WIRING e e e e OTO, o W 0 m LOOP - N +M 0) to ADDRESS I I e e e e ° o9 55-041 NO\ITOMODULE WIRING NOT TO SCALE (-) CLASS "B" WIRING STYLE 4 (+) 63-1054 6" Base 63-1052 Photo Sensor SET LOOP -ADDRESS OF DEVICES USING 55-051 IR TOOL (-) >- a z NO Ix 0 NC e e e 0 0 0 W O 04 1 LOOP J (-) ADDRESS ) 00 o0 55-043 BELAY IVODULE WIHI\G NOT TO SCALE (+) (+) (-) (-) (+) (+) 0 9 VII\I V 39K EOL 0\ITOVODULE WRAC NOT TO SCALE HVAC INTERLOCK WIRING (AS SHOWN ON SHEET FA 4.2) () SLC -1 TO NEXT DEVICE MS HVAC INTERLOCK WIRING (AS SHOWN ON SHEET FA 4.2) e e e ee e e e e e 1 2 3 4 5 5 7 B 9 10 11 12 13 14 1, 20-1063 DUCT DETECTOR WRI\C NOT TO SCALE 0'1 ALARM 0.2 (LED) 0 4 TEST (+) © 5 TEST (-) 20-1063 PULL STATION WIRING TS -451 EVIOTE TEST STATION NOT TO SCALE NOT TO SCALE NOTE: TO BE FIELD LOCATED NEAR DUCT DETECTOR DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 P 8 P gRi PRE -ACTION FIRE ALARM SYSTEM CHEETAH XI WIRING DIAGRAM co r 1 co (35 Z O"4 P4 C W w L - t H r7 LC ) w Q PERMIT SET DESCRIPTION w JOB NO.: 07 —1050 DRAWING NO.: 07-1050—FA4.00.dwg FA 4.0 GROUNDING STRAP TO CHASSIS GROUND 120 VAC FROM ATS i(HOT) PANEL # 29 ii(GND) CIRCUIT # 1 L1 D/E-6 (NEUTRAL) 0 z 0 C a n 0 2 +RAT O0 24VDC (_) O 3Sf13 NIVW 10 NO EEO 0 CL O r ALTRONIX 24V POWER SUPPLY P/N: AL4000LPD4-R LOCATED IN RISER ROOM "C" BATTERY l c (4) BATTERY (+) NAC -4 EOL NAC -1 NAC -2 NAC -3 EOL ZNAC CONNECTOR AUX (—) AUX (+) 1N2 (—) 1N2 (+) OUT (—) OUT (+) 30V 15A F1 SYNC (—) SYNC (+) BATTERY 00000 BATTERY TYD CAL 3OOST DOWEL SUDDLY \ OT E CAT O\ WR\G DAG� S NOTIFICATION FROM s EXISTING HORN/STROBE AV e e e e e e e TOP 0 EwT 0) LOOP e e ADDRESS 55-042 SCM O SLC FROM LAST SDEVICE C SLC TO \ DEVICE EXT l FIELD INSTALLABLE 10-2360 TYDICAL BOOST - POWER S SOLENOID S,24VDC TO \EXT SCV S(10K ELR © LAST DEVICE) JDDLY SOD- W H \G D IAG SAV DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 POJECT: PRE -ACTION FIRE ALARM SYSTEM SHEET DESCIPTIO\: BOOSTER POWER SUPPLY WIRING DIAGRAM .03 H CO 0-1 c0F-1Z 4c4 co r` 0 N) 0 0 LU I-- 0 PERMIT SET DESCRIPTION w c JOB NO.: 07-1050 DRAWING NO.: 07-1050—FA4.10.dwg FA 4.1 FIRE/SMOKE DAMPERS 120VAC t HOT POWER NEUTRAL AUX 24VDC TO NEXT (-) DEVICE REQUIRING POWER (+) AUX 24VDC ?(-) FROM PANEL '(+) 4" SQUARE BOX PLASTER RING —� HVAC UNIT 0 0 0 0 0 0 NC C NO NC C NO ;O: MR -201/C 0 24 120 240 0 0 20-1063 DUCT DETECTOR e ea 13 14 0 0 0 0 0 0 Toa O 8 NC • NO • NC Loon N + M — CD ADDRESS l 1 0 0 0 0 0 55-043 RELAY MODULE TRUE CEILING HEAD SLC FROM PREVIOUS DEVICE SLC TO NEXT DEVICE HVAC I\TELOC < WRAC JUNCTION BOX OR PULL BOX FLEXIBLE CONDUIT (LENGTHS AS REQ'D. BY LOCAL CODE) SUSPENDED CEILING BASE NOTE: DETECTORS SHALL BE AT LEAST 36" FROM HVAC SUPPLY DUCTS. CEIL \G DETECTOR vo \T \G DETAIL NOT TO SCALE NOT TO SCALE 20-1063 DUCT DETECTOR e e e 42 13 14 4" SQUARE BOX AUX 24VDC POWER S BLK • FROM LAST DEVICE REQUIRING POWER S • RED CEILING (OPEN OR ATC) MINI MONITOR MODULE 55-045 YELLOW (+) VIOLET (+) RED A77 EOL RELAY 47K (-) BLACK TRUE CEILING HEAD 4" SQUARE BOX BASE CEL \G DETECTOR VOU\T \G DETAIL SLC LOOP FROM PREVIOUS DEVICE t SLC LOOP TO NEXT DEVICE (IF ANY) E\D OF LI\E BELAY (AUX 24VDC) TYPICAL TWO -WIRE STYLE B INITIATING DEVICE CIRCUIT CONFIGURATION. INSTALL BEHIND THE DEVICE IT IS MONITORING. 90" A/V OR VISUAL ONLY 0 DEVICES BELLS — 80" WARNING SIGN OUTSIDE DOOR DOOR NOTE; IF A RAISED FLOOR WILL BE INSTALLED IN THE ROOM AND THE ROUGH IN IS DONE PRIOR RAISED FLOOR INSTALLATION: THE INSTALLER WILL NEED TO ADD THE HEIGHT OF THE RAISED FLOOR TO THE MEASUREMENTS BELOW. ABORT STATION PULL STATION OTHER SWITCHES 48" 0 LCD DISPLAY 66" 72" CTL PNL OR VESDA RAISED FLOOR EQUIPVE\T ELEVAT O ETAL NOT TO SCALE FLEXIBLE DUCT NOT TO SCALE NUT THE PROBE MUST BE COMPLETELY IN THE PROTECTED AREA. HEAT 3 ETECTO \STALLAT O\ DETAIL • 1.. •.. HVAC — DIFFUSER 74- 3'-0" 3'-0" MIN. 'moo DI -TF CTOR DIFFSI- R CL SCALE: NOT TO SCALE PHOTOELECTRIC DETECTOR -ARA C� DRAWN BY: JSL DATE: 05/03/07 PROJECT MGR: JS APPROVED BY: RFV # OF SHEETS: 13 -o c 0 -o LTJ z Q) 0 CL. rn Li) Ln LC) N X LL ME c� xg 4 tS $8g �m8 P �v» 1 col E Yid PRE -ACTION FIRE c_, W 0 ALARM SYSTEM DESCIPTIO\ r` 0 N) LC) 0 L LJ PERMIT SET DESCRIPTION L LI JOB NO.: 07-1050 DRAWING NO.: 07-1050-FA4.20.dwg FA 4.2 ELECTRICAL SYSTEM NOTES : 1. THE DETECTION AND CONTROLS PORTION OF THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 70, 72 STATE AND LOCAL CODES WHERE APPLICABLE 2. ALL WIRING FOR THE FM -200 SUPPRESSION SYSTEM SHALL BE INSTALLED IN MINIMUM OF 1/2' ELECTRICAL METALLIC TUBING (EMT) OR CONDUIT. 2. INITIATING AND RELEASING CIRCUITS SHALL BE INSTALLED IN RACEWAYS. (NFPA 2001 ) 3. AC AND DC CURRENT SHALL BE RUN IN SEPARATE CONDUIT AND BOXES. 4. PAINT ALLJ-BOXES AND COVERS RED TO IDENTIFY FIRE ALARM SYSTEM. 5. IDENTIFY EACH COVER WITH POWER MUTED FIRE ALARM CKT. 6. MAINTAIN 1' SEPARATION BETWEEN ALL POWER UMITED AND NON POWER UMITED CIRCUITS. 7. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72, AS WELL AS AU_APPUCABLE LOCAL CODES. 8. SMOKE DETECTORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY OUTLET. ALL SMOKE DETECTORS SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION TO ALLOW FUTURE TESTING AND SERVICE 9. WHEN 17 AMP BATTERIES ARE USED THERE SHALL BE NO PENETRATIONS THROUGH THE BOTTOM OF THE FIKE CONTROL PANEL 10. AIR HANDUNG DAMPERS SHALL SHUT DOWN WHEN THE FM -200 SYSTEM IS IN THE PRE -DISCHARGE CONDITION. EXCLUSIONS : *WORK USTED BELOW SHALL BE PROVIDED BY OTHERS OR UNDER OTHER SECTIONS OF THE PROJECT... 1. 120 VAC POWER SUPPLY TO THE CHEETAH CONTROL PANEL 2. TELEPHONE UNES FOR REMOTE MONITORING. 3. INTERLOCK WIRING AND CONDUIT FOR SHUTDOWN OF HVAC , DAMPERS AND/OR ELECTRIC POWER SUPPLIES , RELAYS , SHUNT TRIP BREAKERS OR OTHER DEVICES. 4. CONNECTION TO LOCAL OR REMOTE FIRE ALARM SYSTEMS OR USTED CENTRAL ALARM STATION. PROJECT DATA : APPLICABLE CODES NFPA 70 CURRENT EDITION NFPA 72 CURRENT EDITION UNIFORM FIRE CODE CURRENT EDITION UNIFORM BUILDING CODE CURRENT EDITION U4 WILA FIRE DEFtAA'( L Please call: 575-44C and give this job \.oe O7 — F-- 08 -.A exact address for strut' -0- or restoration approval; LEGEND / PARTS LIST SYMBOL REV.7 QUAN. DUAN. CAT # DESCRIPTION MANUFACTURE ENCLOSURE NOTES ® - 8 10-052-13-1 CHEETAH CONTROL PANEL TIKE CUSTOM 6'AFF D® - 16 NP18-12B BATTERY ASSEMBLY, 17.2AH YUASA CHEETAH PANEL COMM. LOOP #AND DEVICE ADDRESS I VP I - 30 68-004 VESDA LASER PLUS DETECTOR FIKE CUSTOM FAST RESPONSE CONTACT MODULE IFRCM1 - 444 55-020 FAST RESPONSE CONTACT MODULE FIKE 4S BOX OR 2 GANG FIRE JUNCTION BOX/ NUMBER I SOM 1 - 24 55-021 SUPERVISED OUTPUT MODULE FIKE 4S BOX DEEP I SRM 1 - 64 55-022 SOLENOID RELEASING MODULE FIKE 4S BOX OR 2 GANG 1 VPS 1 - 11 68-039 VESDA POWER SUPPLY FIKE CUSTOM PRE -ACTION SOLENOID ® - 60 NP -12-12 BATTERY ASSEMBLY, 12V 12AH YUASA VESDA POWER SUPPLY HIGH LEVEL INTERFACE 1 FPS 1 - 23 40-015 EXTENDER PANEL FIKE ® EXTENDER PANEL LOOP # AND DEVICE 0 ®GRAPHIC - 46 PS -1270 BATTERY ASSEMBLY, 12V 7AH POWER -SONIC EXTENDER PANEL FM -200 MANUAL RELEASE PULL STATION 1 R2M - 45 55-023 DUAL RELAY MODULE FIKE 4S BOX OR 2 GANG POWER SUPPLY 1 RR- 61 RTS451KEY REMOTE RESET FIKE 4S BOX SINGLE GANG DEEP 0- PRE -ACTION LOW AIR SWITCH 50 BG -10 MANUAL FIRE ALARM STATION FIRE -UTE 4S BOX OR 2 GANG DEEP m- 82 BY OTHERS TAMPER SWITCH BY OTHERS DEEP ©- 67 BY OTHERS LOW AIR SWITCH BY OTHERS DEEP ® - 66 BY OTHERS ROW SWITCH BY OTHERS DEEP ®- 63 BY OTHERS SOUNOD VALVE BY OTHERS DEEP All -J - 298 MT -24 -LSM -VTR HORN/STROBE -CANDELA 15/75 WHEELOCK 4S BOX OR 2 GANG DEEP n - 3 RS -241575W -FR STROBE -CANDELA 15/75 WHEELOCK 4S BOX OR 2 GANG DEEP ligl 3 WM3T-24-VFR EXTERIOR STROBE / WEATHER PROOF FIKE 4S BOX OR2 GANG DEEP - 3 MB -G6 -24R EXTERIOR BELL/ WEATHER PROOF WHEELOCK 4S 80X OR2 GANG DEEP \%- 15 63-1021 ANALOG SENSOR, PHOTOELECTRIC FIKE 2 j710 67-1028 ANALOG SENSOR, THERMAL FIKE OS - 147 DHIO0-ACDCP SYSTEM SENSOR DUCT DETECTOR SYSTEM SENSOR 0 - 72 BY OTHERS MOTORIZED DAMPER BY OTHERS ®l9r _ 112 60-031 194° THERMAL DETECTOR FIKE • 4 63-1020 4' SENSOR BASE FIKE 4-0 BOX ' 720 63-1023 6' SENSOR BASE FIKE 3-0 BOX - 72 67-1034 6' SENSOR BASE An - 6 NS -241575W -FR HORN/STROBE -CANDELA 15/75 WHEELOCK( 4S BOX OR2 GANG DEEP ,O, 27 RSS-24MCC STROBE -MULTI-CANDELA WHEELOCK 4S BOX OR2 GANG DEEP [KOS' - BYPASS SWITCH 4S BOX SHEET INDEX: FP -01 - COVER SHEET, PARTS UST AND NOTES FP -02 - 1ST FLOOR FIRE ALARM - AREA B FP -03 - 2ND FLOOR FIRE ALARM -AREA A FP -04 - 2ND FLOOR VESDA DETECTION - AREAA FP -05 - 2ND FLOOR FIRE ALARM NAC - AREA A FP -06 - 2ND FLOOR HVAC MODIFICATIONS - AREA A FP -07 - 3RD FLOOR FIRE ALARM - AREA A FP -08 - 3RD FLOOR VESDA DETECTION - AREAA FP -09 - 3RD FLOOR FIRE ALARM NAC - AREA A FP -10 - WIRING DETAILS AND CHEETAH PANEL RISER DETAIL FP -11 - RISER, DETAILS AND SECTIN VIEW FP -12 WIRING DETAILS DUCT DETECTOR AND INTERLOCKS FP -13 - WIRING DETAILS RTU BYPASS w. 42 -,- _.FP_74.-WIRING DETAILS BYPASS AND PREACTION CONTROLS 1 i Vicinity Map C 0 C,I ..c-ac_.i rty r. r _5 12th iJ ,g L R oeC E.7 %^+ LL }-- CL. tO o Tn ce : -.L,_ ham— Cs SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS UST SHEET FP -1 )(6 non standard sysmbol Is used 9 will be celled out on the drawing ) ® CHEETAH CONTROL PANEL ® DUAL RELAY MODULE p FM -200 MAINTINANCE BYPASS SWITCH 180° FM -200 DISCHARGE NOZLJ= © REFERENCE NOTE NUMBER 5 -FIRE SMOKE DAMPER CONTROL EXTERIOR BELI/STROBE EXTERIOR tffiI SINGLE HAZARD PANEL D® SUPERVISED OUTPUT MODULE p JUNCTION BOX 360° FM -200 DISCHARGE NOZZLE I COMM. LOOP #AND DEVICE ADDRESS ®REMOTE RESET SECTION DETAIL LABEL ® VESDA LASER PLUS PANEL ® FAST RESPONSE CONTACT MODULE uu, ELECTRIC ALARM BELL 166441 S.S.I. SPECIAL ORDER SIGN ® AUDIBLE LOOP # AND DEVICE # ® FIRE JUNCTION BOX/ NUMBER ® BATTERY CABINET ® PHOTOELECTRIC DETECTOR WEATHER-PROOF STROBE © FIRE ALARM PULL STATION ® SUPPLEMENTAL POWER SUPPLY LOOP 0 AND DEVICE 0 PANEL# / LOOP 0 /ADDRESS 0 ® POWER SUPPLY ® HEAT DETECTOR STROBE ® PRE -ACTION SOLENOID ® AUX. POWER LOOP 0 AND DEVICE 0 @p AHU SMOKE DETECTOR/ AC#/S=SUPPLY/R.RETURN ® HIGH LEVEL INTERFACE Q IONIZATION DETECTOR HORN / STROBE p PRE -ACTION TAMPER SWITCH ® EXTENDER PANEL LOOP # AND DEVICE 0 ®GRAPHIC PANEL ® SOLENOID RELEASING MODULE O FM -200 MANUAL RELEASE PULL STATION -- END OF UNE RESISTOR W PRE -ACTION FLOW SWITCH 0 VESDA SAMPUNG PORT r !VESDA POWER SUPPLY ® AGENT RELEASE MODULE 0 FM -200 MANUAL ABORT STATION C) FM -200 CYUNDER © PRE -ACTION LOW AIR SWITCH SMOKE DUCT DETECTOR < PROBE TYPE THERMAL DETECTOR ( 7 PAI APR - 2 2007 Tukwila Fire RAINIER DATA CENTER 3355 S. 120TH PLACE TUKWILA, WA 98168 Issues / Revisions P. 1 11/30/04 ISSUED FOR PERMIT 2 01/08/05 WIRING DETAILS 3 01/10/05 WIRING DETAIL CHANGES 4 01/20/05 REVISED WIRING DUALS 5 01/21/05 REVISED WIRING DETALS ns Arts 00-911119 17 03/29/07 NEW DETECTION DEVICES) wanr:Tua ENGINEERING KDW, PS 2225 North 56th Street Seattle, Washington 98103 206.547.1940 P 206.547.82129 eww.Ndw.net rFIRE CHIEF EQUIPMENT 7661 15911, Pleoe NE Redmond. WA 98052 (425) 641-2127 FAX (425) 562-6662 Design iso. assi. MICHAEL BARCLAY MAB JON SELLAR 11/30/04 P44g. 04-1890 Registration (� g° `RE EDI 1 ARCHITECT BRENROSS STAG DA 9iliST ON Key Pion AREA E AREA D AREA B AREA C AREA A Bar Cade Sheet Tale COVER SHEET NOTE: KEY PLAN IS NOT THE SAME AS ORIG. F.A. DRAWINGS Sneer Title F -P-01 /al Q0/s sy�� r I• I • ( (.1'14.11411 TO CONTROL;-- a-- PANELS —I'I `-1i TO PULL STATION j 4 LBSSEE3R 7 E I ©CS6! T TS)411ffAST�OE SOH ' _-- TOL TSE L... PFNATRATES FROM F333 ONIST FLOOR SEE FRT CONTINUING TO NEW 8 FJ831 ON NOP/DOR SEE FP -43 +!Luv'rJj LOOP 4-100E5TO TIE3RD FLOOR TO PICK UP a DEVICES I ONFPii- 1-127, 4-1-124 + .1- 1.125,4121, I 4.1-129,#1-122_. /—.7, = -1 1 I 1akK • SECOND FLOOR FIRE ALARM - AREA A SCALE. 1/8'= r -II• N >a 5• SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS UST SHEET FP -1 )( 8 non standard symbol is used it witl be called out on the drawing ) ® CHEETAH CONTROL PANEL IT® DUAL RELAY MODULE pN FM -200 MAINTINANCE BYPASS SWITCH £. 100° FM -200 DISCHARGE NOZZLE ® REFERENCE NOTE NUMBER �- FIRE SMOKE DAMPER CONTROL tJ EXTERIOR BELUSTROBE ® SINGLE HAZARD PANEL ® SUPERVISED OUTPUT MODULE El JUNCTION BOX + 360° FM -200 DISCHARGE NOZZLE ® COMM. LOOP # AND DEVICE ADDRESS ® REMOTE REST '$ PROBE TYPE THERMAL DETECTOR ® VESDA LASER PLUS PANEL EEO FAST RESPONSE CONTACT MODULE so ELECTRIC ALARM BELL Pull 5.5.1. SPECIAL ORDER SIGN ® AUDIBLE LOOP # AND DEVICE # 080 FIRE JUNCTION BOX / NUMBER -/ FIRE SMOKE DAMPERS ® BATTERY CABINET ® PHOTOELECTRIC DETECTOR WEATHER-PROOF STROBE El FIRE ALARM PULL STATION BEE SUPPLEMENTAL POWER SUPPLY LOOP # AND DEVICE # ® PANEL# / LOOP # / ADDRESS # 0 BYPASS SWITCH ® POWER SUPPLY 0 HEAT DETECTOR STROBE p PRE -ACTION SOLENOID OE AUX. POWER LOOP # AND DEVICE # AHU SMOKE DETECTOR/ AC#/S=SUPPLY/R=RERJRN ® HIGH LEVEL INTERFACE 0 IONIZATION DETECTOR 14 HORN / STROBE p PRE -ACTION TAMPER SWITCH 0® EXTENDER PANEL LOOP # AND DEVICE # GRAPHIC PANEL ® SOLENOID RELEASING MODULE 4 FM -200 MANUAL RELEASE PULL STATION -- END OF UNE RESISTOR ® PRE -ACTION FLOW SWITCH ® VESDA SAMPUNG PORT VESDA POWER SUPPLY ® AGENT RELEASE MODULE EW FM -200 MANUALABORT STATION ® FM -200 CYUNDER 17 PRE -ACTION LOW AIR SWRCH 0— SMOKE DUCT DETECTOR 1 . REMOTE RESET \ RAINIER DATA CENTER 3355 S. 120TH PLACE TUKWILA, WA 98168 Issues / Revisions gam 1 11/30/04 ISSUED FOR PERMIT 2 01/08/05 WIRING DETAILS 3 01/10/05 WIRING DETAIL CHANGES 4 01/20/05 REVISED WIRING DETAILS 5 01/21/05 REVISED WIRING DETAILS n5 /DR T 4C—RI NI t `7 03/29/07 NEW DETECTOR DEVICES) ♦r ARERRECERE ENGINEERING KDW, PS 2225 North 56th Street Seattle, Washington 98103 206.547.1840 p 208.547.8212 f www.kdw.net la! F/RE CM/EF j EQUIPMENT 7661 159th Place NE Redmond, WA 98052 (425) 541-2127 FAX (425) 562-6662 Design Team aeon MICHAEL BARCLAY MAB JON JON SELLAR Cala 11/30/04 04-1890 Rot Registration REGISTERED ARCHITECT BRENDA N. ROA STALE a WAG.nGRN KBE Plan AREA E ARE D MEC ARE a Sar Cade Sheet Title 2ND FLOOR PLAN AREA A NOTE: KEY PLAN IS NOT THE SAME AS ORIG. F.A. DRAWINGS Sheet nde FP -03 " . cr,:•:.-L.1 c:LLL.;;;.„1 11-...,,,,,,,,_ ; ;.,..---r.-1 ! fr.,•--:•; ,,,,,,,,, 14;;;;,,i,--0 11;1111111; 1.11 1 1 ;;;;,1111::„L 1,-;,.......4,•J 4 - 4 ! -1----.• - ; r 1 it , :1-- ..,--.,,,./ i .,, , • . , ' 's "1-----' '''''''''1 ----.T----17--t771 „7,7-ej:: 1 l',;•:„. 1><:.i, : C.,,,.2:__,<„, 1:.-,„:.,,,„„ : • • i .-1---: ; ; • 1 , , '-•.-:- 4 1.-,:)L1 " i• 1.,..„,-.1 i :„:,..::: , . • ,:: ...„::, l'auln ,--,-..,7 . :,- --1 •::::::.--:7--.1 , , ..:•• .--., i i : •r -. T 7 •rf• • , ---- !!!!. .1- - ' • ...,....3,1 .1 -- 11 j J -.---11 I :1,41 , I ' : [ , t . . i ' t , tta 4 4. i I i L._ 4,4-,.. — _, : 4 4. 4--4.4. 4: ----d _ ____ ...--,4_-11-4•,;;;---1-- r IT ,1 .i i f i : 1 . 1 4 1 L .i4 ! li -,.-14! ! • - a- .1.... • • •-• : . . ! : 't- ; t ! 1 ' i .,... , , 1 ,..... ,..., . LL. : ! ' - .!-T--:- •' • ---;;-; T ; : i • • -.---• : : • I __.: I__ ____• 4 . ;14,77.- 4,- r:"----74 Ji, :! 1„:">-,-j • . -,-.: ''•";. , 1 --‘, '----e<4- ,••-•77t: +------- • -4=4+4 ,i.= 4- I , : : T4„,,,:„t >•••-..„......i. HI: --11•••••4.„. 71- ' i•••••,,...„, -,i; f_._ • ' : .r• -M___ L,Z,•_.--71 : ! -, . . . -•_.•._ : s , F,1 i.,:, -;--:,„,,J I • ; , -- : : f • -4—'-1- 1 I LEEkt I 1 I ' . • -i -1 1-• ' -4.• 'L ,- — :77:: — --.'....- ; t t, : i : ;•• , ,:,...:::::,j : IIJ-- .... _ • _ —... — , 4 , i• , --175471 1- 111_.,><;;e1-___ 1-1 , ;i! Let:: '1 L.4-4'.;:! ' i',.3.< i .44:_f t1._._•.;,Li_l__•.4-kr._;._,'!= 1 ' Irt,.-.1 -1-- • , , . 2,`,..-1 : ,---,1 : -; : .. : ; ; 1 , -•,: : : ---, : 1 rj1 ,---11--11= 1 : I j : : 1 • 11, r -17 -•'; II r il • ' . 1 41---4- •'1 ',,1i I •• 11;•••- r:. ; ! ••! - !si • ! : • i. ' I •••• ' ;i „;;;;•,", E.,::!;• -a , , 1 1.,>,...: I •! - i .; 4 '1 1 t I — - .........!_y.... ,t ,•;,,,!.11 1 ... . ....4. ..i ..j. 7_,,._,.. .1. 1 i•- -, -i 1 ••••••- r •' 71;t::::•/,r7 - I 2-I••IY-71:I.,...! - I''• 7::::::-.;,.;.-::::.=:::::::•=i, !! .i..i • ,,, RUril 14) ___....,_ L. • 1,4_, • -1-. .4... ii t .-4.' ' :' i • i ; ; i ! i -1--• ' ---44 ' • • ' ' ' ' 1- 4 , I • .1 . *--• ;;;' ; III- !-- • ?-1,411 ...„ • : tlitErz• : , , , L.,:,,,-..., ; .4.,,,:zi " ---•--- ; =••-•,.. ; t>4-„,-,, ::,-• - • • `•-,,,,--; ____ 4-4.71 ' i ' ' . • . ; - r,,,,,-/ 7:>_.....,, .;;_i--7_____ _ 71,, • ; -17----.• ; t„-- 7 c„-- t ,":, • -- -, - I ! • ......_, 4.:.,!=•; iL._ .4L:.L.:_.4,...„..i_.__.__._ 4, , ._._.._.,._4..,...._._.,_,.___ . .., —T-- • • • __.,, _ -__,,.., .4. .:. L _•,.. L _ .,__, ,,„ .4. • , 4::: ! : ..: :!7::::;_;_r_v. !!. ! ' 1 _,.!--!, i --- -L! --..AL:4;__ . __f_•_ _,.._• . • • ; : __. , ,... i _ Af( , . ;.;1; ;;;111• ;;;;; 1i1. ;;;;; ;11; ; 1; 111; 1 ,•••,•17,„„„7) 1 (r.,r;::„:,,,i I 47.,,,,-4,:r. . r >="47-77- 1,;?.< 1 17---11 h„.<1 ,L4,<1 ----T ._ t;;4<::,_ i';',4'''77/: : J I-7- a 11 r::::----17 L',:::, ____,L„ ;;:'':1--t-i--- -It?...S.1-- --TL-.->1 ,[' , 1— •• t at........ .,: ' r , . , „,;;-41 ! j',;,:j :, :. J. --i7.4,--,7' -';'--7:4 : I : ,I:fi,,,;1 : U•<-1---- C.4.>;•"74.1 'i :' .1;,7-=!...11- L - - =7;:-• t t 1 11 ; : ! "1 , -FT 1 i •1". 4........-,,44 , il 117t ! i • etAu Tri j 1 .' -;—; ''r )r _.._. i 1 T ;;.;;;;....•; 12311:=1aL•LIF11.1 43,3241,34244i ; ' ' • 441- • ;4!iii ! ; ; ' : 4,H : -t!____ " , ...; 41.7,4,-:iL'irit,,........:1 _;•;.;,-1,-- i f7.,.: ; --t-- ,:-- ; t' Hi -f1.4-- ___, , i i • ; I ; ___,:t 1 r ; 4:•-4: : . ._..... . • ! 1 ; • • 4 1-- , ; LL - „--- -i•-•4; i, ! ; ! - -, ; •! ; j -7-7- t7 ,1 71'1:: Hil. , ' • •-•-• ••,•-• ; r I r 4; , ' : I 1 : ; , l.- ; I • " 1 ' . ' ! IlliII• i ; ' ! • I 1 -F ; •; ! -t• i ; i , • : t. : I ; I I ,1 rk. H - r------4-1: ' 1 L •' -----4.4- , --+•,--4-- „...4.4,.....,__ ' - + r_,:.•_:a. L ----4•M<; .- 0 o --1--,••••,< ;;: •.; ' r„, ,,,,,,i., : . _ , —I 4 4 , 4 1 I 44 - I' i 1 .• 1 '1—;,_ j ”. 4+-14 •:-..--• _ 1,7:4,_••• •... , 4:__ - - • - <-- • 1 : „[_._ _1,-.4.,...- _ - • ; : • 11,1.i,e2..2J1k1,511 <I,:.V 94:4.2.110341111 . Xiiil 481 ---"- T' . I I i F 4- - F --- .r.. - . . 1..:,1_1_1;;_;(:>,..,,,Q, :14 -• i --L..- • : ; 1 t- --''' ! ! ' -4- ! ; ri.Di-----' , _,.. 4- ! 4- -4-- • 1 _ . -.-;-A-!=t-t-' 4-- ; ±1--- -----14! : , t — .? 4- .___,...„._ 4.3..3,11A F142341 -3.10=! i . 3-13 r. , t , ------ ! . 1 ;,••••-•••••I_ „,„:,..1 I_ ,______,•.,.. , , , 1._., : ,, : • ' • • , ,, i : ; :: • ! ' • I •.• : 7-14 . • • • _ - i ••'-' 1,.. 1 ; ] i I 14214); ' 4> 4' .„,,,,,.. 4 r: • - ' 4. , 1 i ,- ; -7:';.•:4-7P: • • . .4-. ‘Ii ___I ; . , ; -1-• ; • 1 • ACCESS f ROL. ! --1- 1 , : . . ; I 1 _,... J . ! •, ''''711%‘"4,12' ,. 4,43L1 41,111, 4 ' 4 4. -4 •-, T i• ' , , - - -4 4 4: I + I 11--- F • -310.7"''il • ___ i , , • , r r 7 .; - c7.• B I A4%,...2,1w,-Ks .. • ; , I .?„,i. r.„--.1 ! :,,,,, _1_1—.? -_,•-i c.=---1 !I ii, - „*._ ; ,, ; ; ; 11 • " , F51,1 il'i ._.• 4,,,,i,•,..,,,,,,„..„,. ,.,,..;--ifil,•..--......._.L--i-- - ,',,••--: i, „.•,--..., ,..,,.., , i , •,,-- .• 1 r- -;--- J__ It -I"' i , 1 ..- •'• . '-11341811 iimmilbi'' 07 4) 04. ________, _! ! ! :fon P '444-,..,e( ' _I ' ,___ .4_ ' 't -1444:=<4--,.--', -4184 ----;t4 4i. ill F.3.F.RsEe. 4 4 ; " _ ACCESSFRO14 _ Ciim _ : -4— 4 +: -1- ± : , : • __j : 1 -1- , : : ' ___ ' • : . , : 4.44-4. :-- -.4 -'1- • i: .J1 , ; .!.,.0 ___44 , 7-1!!!,,oL_,, _` .. ., 1 --1; 7! 7-1.-L..:, 1! H 1 1 ! ! ! 1 ' : fi .i. 1 j 1 71 t . . . , L.......-... , . • t 1 ' . •--, • • F5-2-7,1 . ; .4 :Ott 1 ' ,- , 1 , : , . . ! ] , • ! ' , : • I ' ' _.,0,,,i,,z,,c,,,,_ ! , . 1 = ' ' ' , , - , : • , . . , . , . 1 : ,•::::,,,,,,,,, , $!•,', . i 1!!.:.1fil '''.1 ! ',-171!! 7 -,thti:J ;;-'•;:: ',--?...;;:•' '1 ...- 7-7=z7+7•:-„F:::Fr .,--Tifft-.-71, 1 ' • 4•-•• , : Iv -• 1;2'.34.14:4-....-111:.5.wi 44. . i• ' H. --r 41 11 -4 • -'i-• -94••,*" -: ! 1 , I tr'''..,4• i i y: k, I 1 ' :1 !; I , •; ;;- 1 , -.... -• , : ; , ' ,..i ' L!_:. ! ! • : I ,t.< Li in.,1 qv. -.. — 4 ).4,,, 1 ! , , : • : ' ! :.•! 1 . , ! . ! 4, I l..!.11F1NT:111 : : , 01r. I ! -4 : • ! : .11 . ; '.2 ,t;=3„3: - -1-4---,...att•-•,_4,7•24„A'; - ! !,:t<1 =7-4040111 - • ' • - 4 ; I '' 1 is 1 mv It <12i5,-•,..--. ..,14..., ,i!'!; •77- 7' !(• . , : ' ::1:-.1 ; i "7.- i- -L'i:1 it,,,) - 1 ; :1",-T-ji 1 111 ) 1. ' ' 1 i 71... ;•IETIEL--J-77177,71-77 :H....1 i it>.„1 r,,,,I... 4,1;4•V 9-'4 UPITSTO !:J. -4 ' • ' • i „., ' ; 4.4 _ _4_ • , ...44 ....,..L..4..., .. _441-T,..-",---+1 -4.---_+4,--+ 4 tit-t,..........tt.t- t 1-;---;,- Lid,2;Lr,:,i,)(A. :; 1 :.i ,,,, : \-! „ ...r....,/4 , ; :,__,_. 0 11 r ---,, 1- 41.,,-; -4 ; I:7T : __ .....-c . • 'iv -a : •-:.'1 --,,,,, , ..r., ...-...,. !...i.,.T ; ;; : .....,,__,_ ; ,,, ,. f : • .._ 14F -:' i_ji 1----.-- ' ' r\ - 1-. _ 211 Zi , _____7—., ,.—_,,.J ; • -' - • • - ; -:!:--r:!'': - - • ITH : - — ' • ' wyrn. .347447..A1351•YEMC ' 1 1-ett 414. , . . . . STS:4r4 • I: 12.;t4;.!1•!4!...!.] 44;44_ rz 11-1F" " 1 /77' 7., • I Age " 4:rzu an, 2:•al 444:4/JSTESI Art:9,c, - --/ THIRD FLOOR FIRE ALARM - AREA A 5' 10' SYMBOL LEGEND ( FOR PART NUMBERS AND QUANTITIES SEE PARTS UST SHEET FP -1 )( If non standard sysrnbol is used it will be called out on the drawing) c2 CHEETAH CONTROL. PANEL am DUAL RELAY MODULE g FM -200 MAINTINANCE BYPASS SWITCH 1.. 1130FM-200 DISCHARGE NOZZLE ® REFERENCE NOTE NUMBER ttt,-.- FIRE SMOKE DAMPER CONTROL EXTERIOR BELL/STROBE gm SINGLE HAZARD PANEL ono SUPERVISED OUTPUT MODULE g JUNCTION BOX + 360° FM -200 DISCHARGE NOZZLE I COMM. LOOP # AND DEVICE ADDRESS REMOTE REST 0- PROBE TYPE THERMAL DETECTOR 6155 VESDA LASER PLUS PANEL E821 FAST RESPONSE CONTACT MODULE an ELECTRIC ALARM BELL IMMI S.S.I. SPECIAL ORDER SIGN Me AUDIBLE LOOP 4 AND DEVICE # (sfin FIRE JUNCTION BOX/ NUMBER 0-1 FIRE SMOKE DAMPERS ECO BATTERY CABINET 0 PHOTOELECTRIC DETECTOR WEATHER-PROOF STROBE 67 FIRE ALARM PULL STATION 1113111 SUPPLEMENTAL POWER SUPPLY LOOP # AND DEVICE if eisz PANEL# / LOOP 4 / ADDRESS 4 BYPASS SWITCH cuo POWER SUPPLY , HEAT DETECTOR STROBE GI PRE -ACTION SOLENOID row AUX POWER LOOP 4 AND DEVICE 4 4 AHU SMOKE DETECTOR/ AC4/S-SUPPLY/R=RETURN gam HIGH LEVEL INTERFACE 0 IONIZATION DETECTOR rk, HORN / STROBE III PRE -ACTION TAMPER SWITCH esal EXTENDER PANEL LOOP # AND DEVICE 4 Isms GRAPHIC PANEL amso SOLENOID RELEASING MODULE GI FM -200 MANUAL RELEASE PULL STATION -- END OF UNE RESISTOR N PRE -ACTION FLOW SWITCH ® VESDA SAMPUNG PORT rwrn VESDA POWER SUPPLY also AGENT RELEASE MODULE El FM -200 MANUAL ABORT STATION cp FM -200 CYUNDER c -j PRE -ACTION WW AIR SWITCH 40-- SMOKE DUCT DETECTOR _ re,- REMOTE RESET FLAGNOTES: [2:>. RTU BYPASS KEYS, RETURN KEYS, TRANSFER BYPASS KEYS, LOCATED IN ELEC RM. 323. SEE FP -12 FOR WIRING DIAGRAM. RAINIER DATA CENTER 3355 S. 120TH PLACE TUKWILA, WA 98168 Issues / Revisions xv. Pee Nem.= 1 11/30/04 ISSUED FOR PERMIT 2 01/08/05 WIRING DETAILS 3 01/10/05 WIRING DETAIL CHANGES 4 01/20/05 REVISED WIRING DETAILS 5 01/21/05 REVISED WIRING DETAILS Or.../ns./n5 AR 81 III 0 (7 03/29/07 NEW DETECTION DEVICES) KR, ARCHTELTURE ENOIMEERING KDW, PS 2225 North 56th Street Seattle, Washington 98103 206.547.1940 p 206.547.8212 f wnv.kdw.nat r2IFIRE CHIEF r.EOLiIPMENT 7661 15381 Place NE Redmond, WA. 98052 (425) 641-2127 FAX (425) 562-6662 Design Team emir MICHAEL BARCLAY MAB enclose JON SELLAR 11/30/04 nemei Ara. N. 04-1890 Pee. Registration \REGISTERED' ARCHITECT JAV Key Plan AREA E AREA AREA C AREA 13 Bra Code Sheet Kt. 3RD FLOOR P LA N AREA A NOTE: KEY PLAN IS NOT THE SAME AS ORIG. F.A. DRAWINGS Sheet Tine FP — 07 ! AY,U-5252 1 ' 1 `" Without Corrrne -t A No.ed!nRru Pvj Th—,&4A :i;;? est (o) (E ) N 13 0 CFM B0D 14'-0" 3 8" EG3 240 CFM I?prey ',i 1 ;.; rt _ current city t S°ta„t. ards.c i zvtl„e ar�.d °M1" ioon1 L', .', tt t .tri,'' b; atitir1adopted star; a:c: �r,c w_... ,;,� rCt! t for the ¢¢' ade ' _,o 1 , i ; 3 iii -1 the [' to igner. Addi ions `'., ?r s ,r.,:., �s thse ,� . - 1 a .1 i se >it;�ita,ngs alter this sate. ;Ar..11 void th, p .L=' require a .., �.,� and t:�ii� resu lrnit'ral of r`:v K for subsequent approval. ccept hee is ub ect to field test and inspection bj The -Tukwila Fire Prevention Bureau. c� batk D -o3 By: /V 511 1 (3) fiUKWILA FIRE DEPARTMera Please call:. 575.440Z and give this 'ob Nov and exact address for shun 'owri-ur r?`Istora�lon aporq ` USS --1 25C='VV i3ti'i1P9 26.4XV HV StTai (FRONT) 1/4 UPS;:C-1 1upS VCD-2 1-1 4 5& I 1-1/4 1/41-1/4 1t RO STORAG Existing INTERNAP PRE -ACTION CE Weld stamps must inspected before pi v - is hung. Do not paint piping to hydrostatic test appnoval. V1* ( ATS fi3 Ti/ 8 1� UPS AC -2 UPS MC43-4 1 1/t� fir. lel.,c 1Miloi—: 51111170114e , �. '-FSD is OR ii) '� �fl0 r l - x ,�„18 �}� P) 1-1/4 1 1-1/4 1-1/4 --� 11-1/4 1-1/4 1-1/4 Ip -f---- • --�-- •a --=�- • — kXy 18x12 SA -11, 2Dx18 SA kx� i 0 8' 92 ( 280 - • 1.I tcrACTT rT ORDINAI Y .15 / '',..,,t.•--p-§1.-BD. ti- ii - 1- 10 HAZARD GP I I 1-1/4 = J X ►3e i L, 1upS VCD-2 1-1 4 5& I 1-1/4 1/41-1/4 1t RO STORAG Existing INTERNAP PRE -ACTION CE Weld stamps must inspected before pi v - is hung. Do not paint piping to hydrostatic test appnoval. V1* ( ATS fi3 Ti/ 8 1� UPS AC -2 UPS MC43-4 1 1/t� fir. lel.,c 1Miloi—: 51111170114e , �. '-FSD is OR ii) '� �fl0 r l - x ,�„18 �}� P) 1-1/4 1 1-1/4 1-1/4 --� 11-1/4 1-1/4 1-1/4 Ip -f---- • --�-- •a --=�- • — kXy 18x12 SA -11, 2Dx18 SA kx� i 0 8' 92 ( 280 - • 1.I .._. /4 --/1 = J X ►3e i L, I ummummt .�,.ia -... ._.. ..-,.+iii f - 3- • . / \ -�>--1 / 0 1-1/4 1/4 .1-1/4 1-1 ®MCD -9 (4) ptt comm. , - hes tions upon fn the out,.. condi - in anY wa1 + act to P ©ssibl vattous resp hes b e aesc sed with ►e i5 o pas ib has been exe a to ptopel- ze lor; of dacn ss still eXts4. �e5wt to lass EL'-IPORTANT w Because of increased delnnd our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575-4407. to cduoe your inti ns a minimum of 48 hours in of the date you want an inspection. ZONE 1 -IIA DRY SYSTEM (8% UP8 ROOM PRE -ACTION 1-1/4- 1-1/4 1/4 1-1/4 1 - 0 /1-1/4 1-1/4 CAP 4"CHW SUPPLY & RETURN FOR FUTURE 1 I----1- 'PLY crrplc. 35' Di COVER -LTD o LE RETE 109 - 2 - 4"CHW SUPPLY & RETURN - 1- /4 AHU-52A3 AHU-5203 51.1 CFM r " HPi-1127-12 "HPH12-12 HP HPH12--1 H12-1 40x48 PPLY f Trig ���ii 4x 2ix 21 FIRE DEPT CONNECTION.'- t BRACE to 1 i:)"s RA LL_________- dy -1/2 FRUD-It4%2 ST eL A$QaV 1-14am 1-1/2 Wire AzEN- T5S1 - - AND SEISMIC BRACING. VIBRATION ISOLATORS PROVIDED BY FAN MANUFACTURER FM (*) 1/2_ -._o-.-1_1/20- _1-1/2 FS D (11-.4 4A 11-5 to {11-11) $110-3 48x) typ.. 4\ 3., RL -3,3 5 rip e GENERATOR RM. 886 degree 24-0 GG I' 1 i 1-1/4 1/4 1-1/4 1 /. -1 fi �v NAME I-�� = J X ►3e e- 1 „o I 1\ i = I I f - 3- • . / \ -�>--1 / Ct /11 UPRIGHT — ` 155 1fh/'211-1/2 tilli 4112-1-177.4,---_,F-474 Y I 1 ^. — 1/2 1-1/2 . 1-1/2 -I ' .1 bM 'l ND CFXTFR — q9 SF TYCO /,+1 -J- Tn., 1 1-1 ---/2 _ -0- _ 11/2 _ 1-1/2 fr _ pOD 11'-* 3/4" .70 CENTRAL +1 -i -�- 1- 1 4x 2ix 21 FIRE DEPT CONNECTION.'- t BRACE to 1 i:)"s RA LL_________- dy -1/2 FRUD-It4%2 ST eL A$QaV 1-14am 1-1/2 Wire AzEN- T5S1 - - AND SEISMIC BRACING. VIBRATION ISOLATORS PROVIDED BY FAN MANUFACTURER FM (*) 1/2_ -._o-.-1_1/20- _1-1/2 FS D (11-.4 4A 11-5 to {11-11) $110-3 48x) typ.. 4\ 3., RL -3,3 5 rip e GENERATOR RM. 886 degree 24-0 GG y3.573---" FILE COPY ARCHITECTURE 5005 3RD AVE SOUTH SEATTLE, WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS 2 PERMIT ISSUE PROVIDENCE 8-01-08 1 SUBMITTED FOR PERMIT 6-30-00 REVISIONS KEY PLAN ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used ordisclosed without the written concent of the Sabey Corporation. l Boit east 48148 104x28 F8 HI H12-10c/aa\ -HPH12-10 HPH12-1O 30'5 ° AHU-52A3 UPS SU ELEC. UPS O c. 56' 6'- 0 ' 9'-0' 56° 55' 1 UPS ROOM 40' 7'-7 ' MT ID pi HPL4-24 f E I f--O--�-O 1 - 36x92 8'-10 40x60 1 GeNRRATOR ROOV 1-11 1 I —I TRANSITION 156x44 TO R4"0. PROVIDE Fi FX EDPARTIAL FIRE SPRNKLER PLAN SCALE: 1/8" = 1'-0" 1 F2.11 Xb CA 14 40 PROVIDENCE T.I. HEAD LEGEND Tb 00 -1 7i'Gi-i. I 5YM CVT NAME METAL = J X ►3e u �2 V 1 . MFG. MODEL# Ct 5 UPRIGHT ,. 155 , tilli 4112-1-177.4,---_,F-474 1/2" TYCO TY -L 3 I' -- RECESSED __ 1 .Erie, _ pOD 11'-* 3/4" .70 CENTRAL +1 -i pAP UPRIGHT Stt c, a'n ,. 155 5.6 1/2" 1/2" 1 \ 0 1fwrimagi UPRIGHT BRASS 155 8.0 3/4" 17/32" A rail 1 M.,- _x_ ,s... .,• .sem y3.573---" FILE COPY ARCHITECTURE 5005 3RD AVE SOUTH SEATTLE, WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS 2 PERMIT ISSUE PROVIDENCE 8-01-08 1 SUBMITTED FOR PERMIT 6-30-00 REVISIONS KEY PLAN ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used ordisclosed without the written concent of the Sabey Corporation. l Boit east 48148 104x28 F8 HI H12-10c/aa\ -HPH12-10 HPH12-1O 30'5 ° AHU-52A3 UPS SU ELEC. UPS O c. 56' 6'- 0 ' 9'-0' 56° 55' 1 UPS ROOM 40' 7'-7 ' MT ID pi HPL4-24 f E I f--O--�-O 1 - 36x92 8'-10 40x60 1 GeNRRATOR ROOV 1-11 1 I —I TRANSITION 156x44 TO R4"0. PROVIDE Fi FX EDPARTIAL FIRE SPRNKLER PLAN SCALE: 1/8" = 1'-0" 1 F2.11 Xb CA 14 40 PROVIDENCE T.I. HEAD LEGEND Tb 00 -1 7i'Gi-i. I 5YM CVT NAME METAL TEMP K NPT ORIF MFG. MODEL# Ct 5 UPRIGHT JBRASS 155 5.6 1/2" 1/2" TYCO TY -L 381 -- RECESSED CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO O -- UPRIGHT BRASS 155 5.6 1/2" 1/2" CENTRAL A 0 -- UPRIGHT BRASS 155 8.0 3/4" 17/32" CENTRAL A 'AS BUILT' PLOT DATE: 02-08-01 HEAD LEGEND SYM CNT NAME METAL TEMP K [NPT ORIF MFG. MODEL,#r' 0 13 RECESSED CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO 0 381 UPRIGHT BRASS 155 5.6 1/2" 1/2" CENTRAL A 0 81 UPRIGHT BRASS 155 8.0 3/4" 17/32" CENTRAL A DRAWING TITLE: PARTIAL 1ST FLOOR FIRE -SPRINKLER -PLAN Central Plant 6 SDC PROGRESS DATE: 6/30/08 FILE: PLOT: PROJECT NUMBER: 8435 r DRAWN BY: G.B. DJ (T.1. Central Plant) CHECKED BY: RAF. APPROVED BY: ,.+s•w a "�rG,.�'v.'S.,gt„1 c ."p"}.;cr-$ .a -.-3 Ty?z4 t' #�z".. ,� DRAWING NUMBER: ( ( 2 3 A A" B B' C E E' E" F / (4 6 PROVIDENCE SPACE IS TO BE 18'-O" x 18'--0" MAX. SPACING 11H PARTIAL FIRE SPRINKLER PLAN SCALE: 1 /8" = 1 '-0" F2.21 NOTE: PHASE 3,4 & 5 AREAS SHOWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED PROVIDENCE T.I. HEAD LEGEND SYM cNT NAME METAL TEMP K NPT ORIF MFG. MoDEL# /es 28 RECESSED CHROME/WHITE 155 14.0 3/4. .70 TYCO EC -14 4 0' 3 1/2" 2 UPRIGHT BRASS 26'-2" 14.0 3/4"" 28"-7" TYCO 27'-4 1/2" 27'-4 1/2" -- 27'-9 1/2" CHROME/WHITE 27'-9" 14.5 27'-9 1/2" 26'-2" CENTRAL 26"-2 1/2" 0 -- UPRIGHT BRASS 155 5.6 1/2" 1/2" CENTRAL A -- UPRIGHT BRASS ZONE 2-19 DRY SYSTEM 8.0 3/4" - CI) In Future Providence DRY SYSTEM A ..,........„,.. IMIIIIIIIIIIIIIIIIIIIII 0 1 l' ... co r4 0 1 l• . , .., ci) I • P ".+ NI N . I N 0 1 l• `Is . FR7 0 GT. 1 1' 0 1 1• . . CO •-• 10 1 l• CV 0 1 l• . I CO . CO 0 1 1• Q5 N 8 . CO 1 1 0 1 1% 1'-5 lh'' II. 11 I, , a I NI I . I I cti T N CO I oi NI 0" ." I N ee s 0 0 NI op, CO I NI CO I so C..1 I ci5 41 I NI CO I 1 i '..% • • ••• �Ou '_� � /��' �� u/� , I N4 , 'II/ I I NI 0 c, 44 e.,)• 4 ,,/ CI I I 2. NAN/I • is* 1 4 Z 1 I e2/1 ,;m I 4 c.,)• - I I P I I I .,'1%- 4 1 1 LO .1' CV NJ - I 1 PIPING AT 15'-O'Z I 4- I NI 1 1 11 FR7 42 1 1 1 I "1' cti e NI - c.,)' I I , 1 1 1 I N ,,,, 1 ..,' r - , 1 c.,1' 4 0 - , 1 1 1 NI 1 $t 4° sl 13- 1-1 \ 1 4 ) 4 kNio I -6 18-0 III I 5-6 12-6 .--41 I i --H -‘,.. 3-6 10-6 .1„..... _ 13-0 N - . 9'-0" 1 1 I 1 •L_J >l< ) I I I 1)( NI I I o II1 NI " 0 I ce. Z N 12-6 5-6__f__•4_ 6 DISTANCE SET 1 Z 1 TO COVER 18-0 BEHOND D; '- N 6+ Z „ 4 \ 12-6 0 CV 1 [+15'0 1- ‘,, tel.....•••••,(.--...v.-i. 0 ca.- )k I'D. .4j1 16'-0".. , 1-2 18-0 ...._ 5-7 a (19 SYSTEM SYSTEM REMOTE AREA #1, SYSTEM #1 FLOWING .15 GPM OVER 1950 SQ.FT. DEMAND 0 BOR IS 906.3 GPM DEMAND IS 11.4 PSI BELOW AVAILABLE PSI AT SOURCE 1 a 0 93.1 13'1 I ---, b c 4 44,60 .p.,.,,,,,,.„, „.,. ViD. * NO : UPRIGHT SPRINKLERS ON 1" STUB -UPS - DEFLECTOR aiiiiI ... .... •••• I '• - ,.,, * .. ..•,--: 11 * )‘ Z " 1113 7. 11 EI 1 113111111111111' •u o 1uiuiui I I- 222 " I . MINES 11_1111111MM lanai a ,- . • ..c.„ . Et jairol-.1 , moil . 1 611111111111N111 '' Inn 1111111111 ... . .... E .. . ,,. ' .... , 1.P.: . 1 11113111.111 111111111E11111141011611 ,... .. ,,, 44) c., T 10 Providence DATA PREACT1ON 11111111111r411'111M1- N litip 4 . U HI i cp 12' - 8 1/2" 15' -1" cp 12'-9" I 1S-5 1/2" GP , 1 1•1111111111111W11111111 111111111111111PN:16::1111121111111111111111Milirimi 0 I I .. MI go / . i GP MIMI 4 gis litiI P 1 1 .. .... t topplotia Mni .1111111111111.N kJ' • 1 1 1 tomematiow gt,!",i1.414,,,irenx A i I _ 1:1111111:111111111ERIE-,_ , 1 I 1 ' 1 1 irmummommeznikticrimeisirthonsnuriwomou . :.(iiimi.- 4 EZISSESESIM; ' -e::, c -s. 14' - 0" 71-6 y2It 5' - 5 lit! 1 1 - 0" 1 6'-0" 5'-3 lh" NI cs, est c., 40 A 1. I Of Z N N( 4 e.I oc 7)ZONE DRY : PIPING AT 1 I a, 'S R7 ® - SYSTEM l' N 15-07 ,k 4 c44 csc T ''''' 1 1co I 04 ci: ii 1' I u41M_' I I . e cci I I I 1111111r 4 4 t4 e fiewmnytmeteLwirie ....011141111.. . reasmationse 40 re1.0110101101011K010MION0602, el.. I II: rem=i111111111111Manta 7 A MERESINESERVINVE •-•., 4-1-7 111 1 •,4 1 116' -5 1/2" 11'-3 1/2" ii. 1 2:2 Iffeialittit*4-,' , 9' 6 .. , 2" • WS III P. 4 ao asst pm, taxemerr -ma r.•... retemblyenterpmrey NOM 'It 0,0”00 c41)1( Cinj 11111 4 1 * il irractio .r.a...fastra„...A.xerst,,..1.,- .4 ..,...1.1001r233 ., f -1 ,- `'- lNI 2 111111111, ••••••••••••01010•• ISCOMOLO1723=0.002.21:63.2120. 0=113=10. . 7-;,....,4 ...,••---mr- -1 i4.4 ...-., ,,,.......,,,... . - • ' * . • • : • •:-. • - .._. .... ,....,, - • 1 1 ,.. „. B u 1 0 1 e n 1 1 x * . > 1 ''''C:D .• tsr) �-1 'Ye 1x 1-7 TEMP STUP-UP PH 4 & 5 ' • • .... . .. .. • Mil ISEM:-.:...:- pi.. 1 IS4Bel . -..1 1 1 . 1 , . . . . .. . .. 1111 et 3 C I imIIIII mi B 1 I4 I .. 1111111111 VillitS1811111618N8 -711-141181t1U. , • 4 rienievargrimmontoomateast ii...es. IME 11111 64)4 • mii rm. ,., . wail ic, pp Ell MAI 1 401A --- WI•11111111111111111111111041 1111 . Or•1111111111M 111111111311111111 mil ... i.7"' I .- pat orommaiusisommommfilem au : NOWNINIMMIOBIERILIK1188111011111881180 MINIM 111111 .. cc) cNi 1 ' ' I IIIII 11141111•1 -.4 . Ell hi= 1- 1 . 11111:1' • v.,. 4 N9 +1 • 1 • _ MEMO I 4 . A,' IAT lir An • ' i ii' 1101111111 11111 T IEZI NM= 1.11 . 4 kJ 1 -..- N 1i 4R1 I • 0 'Ii6II11i11. MI° 111IImI1N11IoNr1I1n11oMlo11v. 1ti.dii.i1.t!.AFpt 11IIN 1 CD ........4.... il-'.\= N ? -,, q ---. ....... .....-. ....... ......\\F 41 11 71 9, 6 01M181 AI4,4 v1e i5smc --r 4;g<. tilitlaigilWiitiriaiciir-t-i1ir el1 ' *X AIII:LgIIIIRI. i1lli g, O1p1kp1....fr iVPi i8l,l.e1181• A17l741 iW111.A - - ." "le 11 ill, - 5-6 Cr) 18-0 gi CI) CD 0 4., II Irak 1111 dig 1 14 , 4 -0 • .mr , CO CV CO Ni -11 l`k u ____214,4111111111111111illiii ' L dg I CV pp..z-2 -2i pn.2_15 FRZ -2-0 TOR 1.4 ..:17 --,,, 1:7M- 1011 .....1:1111-111. 1-1.,........4 arla= -•t4 - ..--..1.4 - -ximmor7 14111-8 - 3 6 4. 10 6 1 4x 13-0 1 4 , it i L _ i A • W k P MI V. c4 te - 1.1 .- ....J111 T b C - '.-. iWNWAINFPGAiiffiffilffiM ..; - -Ti-ww _LI% I 7 g'-6 �c 8 C ®CI -ix 3-rr ___ _\_ 4 4x 11-1T .....8_ 0 __, ii -i, _t• ___ _Al. __- ___ ___ _NA, ___ _AI_ ___ ___ ___ ___ - ___ ___ . ___ ___ 1_, toirr x . x . . - 13-1 4 - N . 24-0 - 4-11 _ ___ _____ . - . _ _ 4x 24-0 \- - \ 4x 24-0 \T-- \- I '. 4x 24-0 .---, k"----\ I. I I-\ I \-- L\ 4x24-0 _N \-- -41 \ -.\ _-z- 22-11 N_4_. 4 1-1 _N_ 18-0 a 4 LO _ _ = I 24-0 \- -11 PR,E1-%ACTION7-1 11.0-" 24-0 • - - T •-• 4x 24-0 4x 24-0 . - k el I "r _ 1 4x 24-0 . 4x 24-0 • - . 24-0 T / (4 6 PROVIDENCE SPACE IS TO BE 18'-O" x 18'--0" MAX. SPACING 11H PARTIAL FIRE SPRINKLER PLAN SCALE: 1 /8" = 1 '-0" F2.21 NOTE: PHASE 3,4 & 5 AREAS SHOWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED PROVIDENCE T.I. HEAD LEGEND SYM cNT NAME METAL TEMP K NPT ORIF MFG. MoDEL# /es 28 RECESSED CHROME/WHITE 155 14.0 3/4. .70 TYCO EC -14 O''' 2 UPRIGHT BRASS 155 14.0 3/4"" .70 TYCO EC -14 0 -- RECESSED CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO 0 -- UPRIGHT BRASS 155 5.6 1/2" 1/2" CENTRAL A -- UPRIGHT BRASS 155 8.0 3/4" 17/32" CENTRAL A 'AS BUILT' PLOT DATE: HEAD LEGEND 02-08-01 SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# 6 RECESSED CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO ©0 138 UPRIGHT BRASS 155 14.5 3/4" .70 CENTRAL ESLO 5005 3RD AVE SOUTH SEATILE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS 3 PROVIDENCE PERMIT ISSUE 08-01-08 2 PH 3/4/5 CEILING DELETED 10-23-00 1 SUBMITTED FOR PERMIT 6-30-00 REVISIONS 1F1RZ-2-16 FIZZ -2-15 FIZZ -2-1 PRZ-2-11 PRZ-2-14 FRZ-2-8 PRZ-2-5 2 11 FIZZ -2-3 PRZ-2-2 PRZ-2-13 PZ -2-4 PRZ-2-9 PRZ -2 - I ) KEY PLAN ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. llnterggW( CA5 e.east • DRAWING TITLE: PARTIAL 2NO FLOOR FIRE SPRINKLER PLAN Providence 711. SPC PROGRESS DATE: 6/30/06 FILE: PLOT: PROJECT NUMBER: 8458 DRAWN BY: L.B. / DJ (71!. Providence) CHECKED BY: R.A.F. APPROVED BY: DRAWING NUMBER: ,2 • 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORT AND.OR. 97211 (503) 285--6 383 -3-14 PZ -3-1a PZ -3-I3 PRZ-3-16 4 . % '�1 C 7 immiumimin PI NM IIIMOLAMENIMMI ��ll�� tlr�!l�t1141�111rrrry::rta r to �+, y'.r_: ,.-r.c.ai. •�' �� ��n.'+i'.`� r....r:+�w�+.+�r..�..�.�r.-rraf....,........7.-.........7 ,%�r.Rt ..�- r a.c.v. "iiL...Y . -.«. u_ -moi -moi -- tri• . t�llp�It1N1�1 _TS etc. 1 'IM r ■■��',:/(�rn{i[�t........_ tat_ , _ ► �� in11 r■[ �- �N■■!! n CIIII % l ■�■■■ 11 111 1 ;•. 1.111 ■�■�■1 iIM11r „. p , � . � _..,_.::.,:..,-.�....,.� ��11�■�. ��■■ � �i11�.� III ��.►,ail- � � e tim,,� .:k .......1■llum min aI Irani- i 3 `■ �._ ..- . r tilt `� j N NW 11.11111C r / i mira i ��■� . _.._ __..1��`C�i»;■�i�� ■Ir!■■■■■ri r �i � � I�r�C�`���''i/���u ��hr�,L��.�`�`.�.��f'tt►�.�Mw �i■r11�i rlr.rra�al . �rrrl� �r�t'iwwrrr�rrtirr ■t�r.rrlrr..����.rs.�l. ur.�■rrr �Rrrro■il.rrattrr � n !�,,� Fr A•�.�. lw.."i' rri`.E'..RI�Iu1�'t•!?.��II�YtrIIrlt•II�C�..., �'r• .� [� , 1 Its . E�C��Ilnlir.. !" 1r ■Itr!•I rrt i 1111111111111111111111111011) . a� i� t[ l� ii(ir.���! ti . ��_�� . �.-���J�l? �l _ Il il� MIMI if Alm MiNSOMMINIIIIIM 1{ .M� 1 ■ let;;, . I ' M i t ■I i R , �G';� �■' �en. il111111.111.1M1.111W•111=1:4=t 111111145‘' I� ■111 Nil 101 I )1�' trr�l�l� ` ilri� �� '.11�� I1m :rir u'rr'''i# t (1 �Irr aR tit ism h...... ....;. ...i-4 rl!uL1!I' ... / i Existin DRY S ALL SPRU\ KL -R BRANCLINES IN AREA OF WORK NEED TO BE RAISED TO CLEAR DJCTWO & MEC ANICAL PIING, SPRIN' MAINS & LINES TO RUN AS S- w/—=ADS- \DER LARGE DUCT (a) Pr L rira A V0 li gia - METAL TEMP K NPT ORIF :: MCDEL# 01%% 16 UPRIGHT BRASS 155 14.5 3/4- .70 TYCO EC -14 -- RECESSED CHROME /WHTE 155 1, 3/4" .70 CENTRAL ESLO - immecamxta MI \m, BRASS 155 14.5 3/4" / / l. p 0 I i far Tr I N ttzi- PERMIT ISSUE PROVIDENCE 08-01-08 PH 3/4/5 CEILING DELETED 10-23-00 f . 1 S'U8M#TTE D FOR PERMIT 6-30-00 REVISIONS P -3-12 —_ —I -ISSUE DATE 2 C 13-0 111-0 2 - 2' 5-0 10-0 ## drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same Inav not be d'upiicated-, used or. disclosed without the written concent of the Sabey Corporation. 1r UP TO ROOF ELECTRICAL ROOM SEE F2.41 DRAWING TITLE: PARTIAL 3RD FLOOR _...... FTREPRINKLER PIAN I PAR ilAL F R M M SCALE: 1/8" = 1 NOTE: D' -ASE 3,4 & 5 AREAS S! -OWN ON THS SHEET WILL NOT F UPRIGF T SPRINKLES (EXTENDED COVERAGE) SI7OWN ARE TO BE STUBBED -UF TO NEAR Ti-= DEEPEST 3EAMS RAGE PCND T -ES= ARE TO REMOVE WHIN FUTURE CEILU\ THESE AREAS WILL NOT D AND EXTENDED COVE G IS INSTALLED 3E OCCU3IED OR ?- AVE A CEILING JNIIL A FUTURE DATE FOR A TEMP OR ATORY SITUATION ENT SPRINKLERS INSTALLED AVE ANY MATERIAL STORAGE UNTIL CE ZINGS INSTALLED PROVIDENCE T.I. HEAD LEGEND I SYM CNT NAME METAL TEMP K NPT ORIF MFG. MCDEL# 01%% 16 UPRIGHT BRASS 155 14.5 3/4- .70 TYCO EC -14 -- RECESSED CHROME /WHTE 155 14.5 3/4" .70 CENTRAL ESLO ©O 130 UPRIGHT BRASS 155 14.5 3/4" .70 CENTRAL . ESLO HEAD LEGEND 1 SYM ICNT (NAME METAL I w I (RECESSED Q Q 1130 ,UPRIGHT 1CHRO1E/WI- !r (BRASS IEMP1K I 1155 h 4.5 1 1 #155 Ii4.5 iNPT ORIF 'MFG. 3/4" 1.70 CENTRAL IMODEL# ESLO 13/4" 1.70 'CENTRAL IESLO Central Plant SDC PROGRESS DATE: 6/30/08 FILE: PLOT: PROJECT NUMBER: 8438 DRAWN BY: L. . / PJ (T.1. Central Plant) CHECKED BY: RAF. APPROVED BY: 2,32 13 — 13 3� — 13 - — —X13 --,f-13 CUT (R) ON AND GRV 2 � TO PR ZONE 1-12 REVISE PRZ-1-12 TO INCLUDE THIS AREA -2 .L2--- 9-1 T 9-1 EXIST. 4'SUPPLY 4 4 —7 4 —1c ---74----0--- 8-7 14 14 — 14 14 1-1/2 ko------0--,- 1-1/2 9-1 -6 1-1/2 I�-11 9-1 SIN' -6 15 15— — 15 - PRZ-2-12. ORYZ-1-118 0- 0- -- 3 4-6 M `�° % 1-73 74 i . 1-1/2 ro--. 0- -/- 3 -1101-1/2 . 9-1 I -6.,:cis, 3 UPSIZE MAIN FROM 3" TO 4' 132-6 L.FO 90' -1/2 9-0 1 nll111- I �� I ILII_ 113 11111 E 11U• 1111► I.IAllIEa ma!_aiNII 11' 11111 III :11111 III 1114111 PRZ-4-1 PRZ-1-22 z4 -t RZ-3-1, .11111 PR'Z-3-10 iTy% 141: 73" Iii Y.,i%Mu )i111111 MEI ___6 _ —�„— — _ — SEE UPS/BATTERY ROOM Lo 1-1/2 FOR CONTINUATION 1-1/2 9-1 -6 }' Ov 1-1/2 1-1/2 9-1. -6 0- -1- . -1! — 1e m Extra Hazard Group 1•0.25gpm/ft2 for 40 DRYZ 1-22 REMOTE AREA 5 iii 0 GE\PATM KOv SCALE: 1/8" = 1'-0" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L., LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #1.3 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. •_ ._. s _ •► EXISTING HEAD LEGEND SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# O 13 RECESSED CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO Q 381 UPRIGHT BRASS 155 5.6 1/2" 1/2" CENTRAL A ( 81 UPRIGHT BRASS 155 8.0 3/4" 17/32" CENTRAL A 1-1/4 ->--OH 9-1 1-1/4 --- - -OH 9-1 1-1/4 --- —f—OH 9-1 1-1/4 --- -f--OH 9-1 1-1/4 9-1 1-1/4 - - - -f--03 9-1 instry 1-1/4 1-1/4 1-1/4 1 1-1/4 i_1/4_ 1-1/4 _ _ 1- /4_ 0-/-- O -f0-/--- -0- -1--7---r ..-1/4 9-1 3-2 5- -� � 9-1 7-7 6-1 9 1 -6 I°° REPLACE 3" 90' WITH TEE 1-1/4 • -8 TFC 1-1/4 1-1/4 1- /4......::.... 9-1 6-101-1/4 1_/48-6 is OFT 1-1/4 1-1/4 1-1/4 5-9 3-4 5-0 REVISE PRZ-1-19 TO INCLUDE THIS AREA 1-1/4 1-1/4 1-1/4 1-1/4 9-1 5-9 3-4 5-0 Because of increased demand our ,inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 206-575 7 to schedule your inspections a minimum of 48 hours in ad°.Y nee of € Qe date you want an 1-1/4 1-1/4 1-1/4 12 1-1/4 1-1 4 7-7 -9 101111=1 1-1/4 1-1/4 1-1/4 1-1/4 1 9-1 5-9 3-4,5-0 1 1-1/4 - 1-1/4 1-14 1- /4 7-7 _9 8 1 UPS R000 161-1 01-1/4. -0 FT 1-1 4 1-1/4 1-1/4 1-1/4 9-1 5-9 3-4 5-0 1-1/4 1-1/4 1-1/4 1- /4 8-7 7-7 -9 8 1 1-1 4 1-1/4 1-1/4 1-1/4 9-1 5-9 3-4 -5-0 1-1/4 1-1/4 1- 4 1-1/4 1-1/4_- 1-1/4 1-1/4 ---f---0---.--� 0------/- 0---- O 9-1 5-4 3-9 I. 1-1/47-7 3-9 5- 4 1-1/4 9-1 0 c.-' I NI0 1-1/4 1-1/4 9f--.-0---9-1 1-1/4.. I . 1-1/49-1 k1-1/4 ‘- I-4 TF NI2 1-1/4 1-1/4 /-- - - ---0-- 9-1 4- ,1 1 1 1 co N 8-0 2-6,1 GT 1- 4-0/14 1-1/4 1-1/4 _ 1-11/4 7-10 4-3 4-10 c_7 7 11 X10 N1 co 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS m ttcd ie irEaS a;.: -s .;:. s�i tilS tion 1 k;:-1. to - REVISIONS 1/4 1-1/4 -4 -0- - 9-1 - - KEY PLAN - -SCALE. 1 ISSUE DATE AU drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated; used or disclosed without the written concent of the Sabey Corporation. T�5 DOTES DEMO EXISTING BLACK PIPING AND REPLACE WITH GALVANIZED. RE -INSTALL PIPING WITH SAME SIZE, AT SAME LOCATION AND ELEVATION UNLESS NOTED OTHERWISE. UPGRADE ALL EARTHQUAKE BRACING WITHIN NEW SPACES PER FM GLOBAL STANDARDS. 1ST FLOOR GENERATOR ROOM - DRY SYSTEM DESIGNED TO PROVIDE .25/4000 AND 500 GPM HOSE ALLOWANCE 1ST FLOOR UPS/BATTERY ROOM - DOUBLE INTERLOCK PREACTION SYSTEM DESIGNED TO PROVIDE .15/3500 AND 500 GPM HOSE ALLOWANCE. UPSIZE EXISTING MAIN TO 4". VESDA AND DETECTION BY OTHERS. FIG. 909 NO—THREAD SWIVEL SWAY BRACE ATTACHMENT tod 11111111111111 O BRACE PIPE r '7Inithout Commis 12 AsNoedInRed Per The Attached Leiter !nese plans have ere se �d T e Tcurrenttz ails Fire Prevention Buren `for conior ,i rc with city standards. Acoz:ptar;ce is, tfNh ect to errors and omissions which do not authorize violations of adopted standards and cor; nanc s. The responsibiasty for the dequacy of design rest:, totally with the designer. Additions, deletions of revisions It) these drawings atter his date will void thi3.eddept.irice And will requiro g resubmittal of revised dru winegs for snub tent approvol, Final acceptznce it f;uiblewt to field teat and Inspection by The Tukwila Fire Prevention Bureau. / Date: Z f)- -o3 By' Al(N-\.•-) I r BRAS PIPE FIG. 909 SWIVEL SWAY BRACE FITTING MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. 12 THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE" WITH THE REQUIREMENTS OF NFPA 25 1995 ADDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTANCE OF THIS SYSTEM(S). PARTIAL 1ST FL0M SCALE: 1/8" = FRE S <LP PLA\ FIG. 4A PIPE CLAMP FOR SWAY BRACE LONGITUDINAL EARTHQUAKE BRACE RIAD NON—THREADED BRACE PIPE FIG. 1000 "FAST CLAMP" SWAY BRACE ATTACHMENT 41%IPt- 1011...1111111* a J >a aPA T<5 DATA C -\TE EXDA\S O\ F E 3355 S 120th PLACE TU 'CWILA, WA 98168 DRAWING TITLE: PARTIAL 1ST FLOOR FIRE SPRINKLER PLAN TK5 DATA CENTER EXPANSION PROGRESS DATE: 7/21/08 FILE: PLOT: PROJECT NUMBER: 524 DRAWN BY: JEM CHECKED BY: R.A.F. APPROVED BY: LATERAL EARTHQUAKE BRACE p.,IrleiirTicE Dace NON—THREADED BRACE PIPE Weld stamps must be Iris,,"- ed •}_.'°..;re pipe is flung. rj. .;t paint piping prior to hyd tic Epproval. I u1'v'iILA FIRE DEPARTMEN Please call: 575-4407 and give this job No. - (C— 910 and exact address for shut. crrr► or restoration approval ori, -5-ao DRAWING NUMBER: ED11 c.; 1 ' 41•2•Mill111111 sC:+' EA , F.0 "0 03 a 1,4 Ji C•4 • 4x 13-0 21-03 BL .111"smeThearamenemomemosmoses7wesameaewonsemeneemenoseffa..-..alt /EbbAYIr imarsia I 1 111111111111 —MATCHUN ADD NEW 90. FOR NEW eSUPPLY NAM 1: 10 ZONE PRZ"-2A5., FRZ-2-1:1 FRZ-2-I47 FZ-2-I4. FRZ-2-1-1 RE -ZONED PRZ-2- 1 6 FOR NEW OFFICES & COORIDOR : . • V ix 1-7 TEMP STUP-UP RE -ZONED PRZ-2- 1 5 DUE TO ADDED OFFICES & COORIDOR ABOVE PHASE 4 L r 4•vt r #r14." A FAie:r fol 44/ 7ilr Akr - 7A:74 ..4.nrs.. APVIA-Ar Age- 461W Ateawr 'Amyx," rff ArmEre E0,11 -t kir 1 1111111111R, P1 -146E. 3 N) TEMP STUB -UPS PH Nan a C`J Cst c.4 R\ -04c6, ---I‘AATCHLINE C II .11 C.7:1 13 tiTL ;IA II ,r7 11 d tly_, SCALE: 1/8" = I ...6 1 ciz's;i54 \ '6* 1 ell 1% 1% S -- 1 I NS.-c,t , I cs"'' I-- —I A- 1 I N A1 MoKINSTRY SCOPE OF WORK: RE—ZONE B011.1 PRZ-2-15 & PRZ-2-16 DUE TO ADDITION OF NEW OFFICES AND COORIDOR AS SHOWN IN DWG. HEAD LEGEND FOR SABEY ADDED OFFIcES & COORIDOR SV he airtNAkir:- ' 11ETAL . : MAR K ; NPT : we tari • ':: moods 1, 7 tEcEsD (*ROMAINE , 155 5.6 , 1.2' .50 . vivo . TY --I3 • 29 RECESSED CIHROLIE/MOTE ; 155 14.5 3/4' .70 . TYCO , EC -14 0 - 13 UPRIGHT BRASS . . 155 14.5 . 3/4' . .70. WOO EC -14 ©0 UPRIGHT - UPRGHT ORASS 155 , 14.5 3/4' .70 . ,CERIRAL : MLA IT) I PO VI 'C) 1,1 LI,- ri F2.22 L 1 11 11 1 NOTE: PHASE 3,4 & 5 AREAS SHOWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE U13101—T SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED—UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE- CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'AS BUILT' PLOT DATE: HEAD LEGEND ,/,-;\ 17) :0=1 [RI . '----'A 1----...7,A ' \\\/ .:7-1.....,.. \ ,L ,...../ i t I i i . 1 I , , j- it 1 i 1 1 7 r:•- ,, T II pn-:---) P: 4 4 1.1 ':,i ;I., 4 \.-- . i.i. 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS 3 PERMIT ISSUE 2-11-08 2 PH 3/4/5 CEIUNG DELETED 10-23-00 1 SUBMITTED FOR PERMIT 6-30-00 REVISIONS FRZ-2 -20 FT -4Z-2 -21 FTZZ-2-t3 KEY PLAN ISSUE DATE AR drawings and ;vritten material appearing herein constitute the. original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. ODUS ote„gion 5 lj" uLdt _ DRAWING TITLE: PARTIAL 2ND FLOOR FIRE SFRINKLER PLAN EXODUS SEATTLE 3 PROGRESS DATE: 6130/00 FILE: PLOT: PROJECT NUMBER: 461/ DRAWN BY: LE3. CHECKED BY: !PAF. APPROVED BY: - 4 DRAWING NUMBER: 02-08-01 SYM ICNT NAME {METAL TEMP 1 K 1NPT ,ORIF ;MFG. MODEL# 0 10 RECESSED ' ;CHROME/WHITE 155 14.5 13/4" .70 10ENTRAL ESLO ©0 130 1 UPRIGHT ;BRASS 155 14.5 13/4" • .70 CENTRAL ESLO it 1 1 � ) I d "Yu 11 2 :r SCALE: 1/8" = 1'--0" McKINSTRY SCOPE OF WORK: RE -ZONE 80111 PRZ-2-15 & PRZ-2-16 DUE TO ADDMON OF NEW OFFICES AND COORiDOR AS SHOWN IN DWG. HEAD LEGEND FOR SABEY ADDED OFFICES & COORDOR T.I. CMT NAME I I I K s cV -• N.:2 -N N i 110D0„/ 4,7 7 R1DXSSED C ROIE/MN1E . N I / 1.2' , .50 .. T't0 . TY -B. r--, ii '', e:‘,. t-_ 20 ��, d `'� ^s) O I.'I W N oD 1 I� : N TYLt° EC -14. 13 IP MASS 155 , 14.5 . 3/4" . , 1r1 ©0 - UPRIGHT r� C,1 155 .,.. 3/4' .70 . Y -`r 6_L34A-. .'' -.1 0 PF '� 0. a - Q�. L` 4x 12-6 4411--6 4x 6-6 4x 14-0- 4x 5_6_ii �i , e~ 4x 3-6 4x 10-6 �� I. -J/ I �.I- `„ I _ 41 • "I "' 'M ICY VY ' 4 t• ` ?Z ., d ► I'._4k H L - - -- - - - - 1 - - , 1 4x 13-0 j L J N N N io ,<i `" _ ., , -.' -•-_ -2-2i 1 ��- - - -�I _ ..:_1_ _ - _ _ -_ •`4r'j9_i J `'IR.--- ♦•^--is ---io �' H- �- _ ♦-� (µ.._- _. �1�--- -- '� I l: --it ----- H ��- -_ --- -•-- l 4 I�i!�4 l� 4. `� 4 'II 4 ► .,I�I�rI -j -i' SJ4:2,2 4 I Y �� `e L 7 r:i ice ry ii �-- i.N I L.N N7___ it -7 II IIIIII - 11 a . ii---"--\---- _ I`,c _ __4 ��� , l,, ; ' .' a- 4 r t - __ - �- __ �{ \ "�[ - - - - -�c- �} �. _ ._ �- -� - - - - -� - marX craw* - H^- --- - - H- Qz ,i r IH- - -H - -- - - % Ij 1111110 I ` - I, !l,tal� f r d' 6,-{ yL„N!`"7 A I . __,.. , ,., ., .. .- .< . -... -a-. I't - I � LL ..... ............ ...................., QI TadE CNL#Ito X11 I y. I:1 •YAH 1 , , I a ti � �� k Y�': ?I;�: �-I 2 �.4-.N---....:�::-:..: iv� Y MAIN I i I . ..... . ............r.. ............. .................... .� r co StJEPI Y v G ':Id.7t'7' NEW FOR I PUPPL9 „:„„:„.: 1 4r :'3r' tNAJ 'SUPPLY .. .„.., ..:, :::::,:„..:„.:.::,.:„....„..... .4 NEW MAIN ��� �� H Y ✓r ........... � .......... I•i •. U ,T OR• eta wrlw *:n ........., .............. �: ':�'':..'.,T 1 TO ZONE PRZ � 1 i"T �y ..., -_ .,� w... ,. .... a: att�l,eei.ii.........:',4.:4----..:44.1....t .. ... .... _-. :.....:�•: ::,.•-) '_ '�li BOR: I . t v►1f I\ itijr I ri -, 1.._ . sy _ ,r, : n I.: r:.:,at'tY r. J r 7 N �� # A `' e." •p r� 1"J .�[,. ��"�''�1 C �` 7 - �! � • • C r"i� .9 liP �•� ! a 5 .� ,.I [ii. I � ? ,. • 1 f t_7!•', �j�i} v •-. �=� .�,... �iXN. s • ��-+Y,' �.....�.'... '� � d � A y I�'r' _.._lffl. cV a tt7i.r•-, "i' .:.1e .,r•: .f.. :;' 7' .'S_1. ..''1 -I i I Y ti 7- I ri+ii� M• I t: j,} v-. •J. f•o, f• hitr ........... ..... . _ • t• •'•r - RE -ZONED N ( I..: r PI . V ,lip c� t :414 1i�iLlidYY7it' tL t 1 { • ^I I i � s. �a: _ MIN G.. r� c t1 .-.r �s........ t^:~ t•' • '� .S r rIMI . . i .. ........... ...... 3 r: ,�{-� :M �'I sr is ......,,. PRZ-2--1_ { �{ :l .......... cC to kr r ^'1.. I '1 N • JI N I ,. .i.- 1 Ill r .1.r 1 1 .r I I. f� , co 1� :frill 6A •:�:r: t0� IN 'V i''a .a_, I l i.. IN - , i y •'lv••• 11 -''k - 1 . 1�'c �'3 3: i. I iibbir Z 11111 a r a a 2 A v l , iIIIIIIIIIIIIIIEIIIII t r s�� a ' .- 1 1 N r I I L :•'::1i' 1 V/ 1x 1-7 TEMP STUP-UP PH N r I N 41 1 N I N I N 1 I i i4$ '10B';N 1 .I•-4 4 •- 4 4 4 4 = 4 4 lr �'4 41 it C = 4 4 1r 4 4 4 j` 4%28;5'41 r 4 i_, 4 sa'1! _ '' -- 4 ,____/. 4 = 8B` `` ,i4 'it' r r 4 r: %''' l G��j 6-1 10-0 6 10-6 5-0 5-6 10-6 2- 6-6 9-6 -0 d-,10-6 6-6 10-6 3-6 7-0 •i lu-o $ ,y Y k 4 4 46 4 4 4 4 ,-0 - p- su-u 0-u 1 -S lu-o u 4 tv-c a -o - �'�1 1 2- 9-6 - 1 1 -0 i r+ I Q . .1 6-11 10-0 10-6 5-0 '1 5-6 10-6 2-0 6-6 9-6 1-0 10-6 6-6 4-0 10-6 3.6 7-0 10-6 0- 10-0 8-0 2-6 10-6 5-0 5-6 10-6 2-0 B-6 s 9-6 ' 1-0 ) 1 ,.,1i q-- 1 ( 1 CPP14 OVER�p1950 SLIT. 1RAM.15 1 I 1 SYSII34 palm S1aSiEN Dame IS mks 7.6 GPM a mein 38,6 P9 BELOW AYALABI,l1: N I I 1 I P51 AT SOURCE 1 N N N N N t,, CV N N 1 COTE: UPRIGH T SPRINKLERS ON ?" STB -UPS DEFLECTOR DISTA\ CE SET TO COR BEI -IND DEEP WF B AMS -TYPICAL NI �? 1 1 I ' �' ',- _ ---,/ .jib l• 1 �}j� 5 • N I I 111 T 'I' '� 'I' 1 11_ ...-= Ii 111I 11 I1 `71 - Ii 1`i' I ^".. l l 1 I#S r ---0 I 1 1 I I # 1 I 1 1�,li I' I 'I 1 LV# I !. LVI Lit PIPING AT 15 LV# LV .V W �rI U'i LV 1- !i lV1 V -0 CL CO # I 4 1 CD o► a �'II RE---ZONED.1 1i. I PIPING AT 15,_O„GLi I I �,c4,,,,,,, 1. q.i I. 1. x 1' 3-O" 6 3'-0" !„ '- RZ--2- -O" ' rI IL -7.2.1'.18-0" 5'-" 12'-3" yI 15-6 1/2" 5�„ 18-O" Yz" 10-$ Y"�. 17'-1" 18-0„ 7,-3" 10'-9" L9'--10" 114'-4 �7'-3 1 i ,�®UE 1 i-'' ADDED N N NI1 N N NI NI1 N( N 1i N Ii N I 1 1 I # I 1 1 -I--- OFFICES &i I I 1 I I I I # I LI I 1 I # I I I COORIDOR ABOVE ,s, C C C C C C C C + ' '- 0'-10" 21'-2" 1.r. I 4, i .-�_� fit- I".•. 1 N\-, r--7 '` 4-7 L_ ,, 4 - _� _ - 4 _ - _ - _ -II- - -`--- - - 4 'r ADD tt 2' BRANCHUNE /! ._ �-- _ - - _ _ - �. - - - +I--�- - - - -4i TE -1N FOR FROM , I I s ZONE PRZ-2Y :; rI r! 1 5'-6 I .1/2" N� 1 r. i ff11-1 1 l 1 I 1 1 1 1 1 1 l - i`. , N1 N1 N1 N1 /�, f A4\ N1 NI NI NI Nl NI 1 NI , N•' a L� 7' ( I#• i ... I-4_+;, 4 4 4 4 ¢ 4 4 - - - �4� - - -'t -1-- - -- - - - - _ _ .ii- _ - -`. - - - - 'r/ H- -- - 'r -I-' `c -D -4- - - H' \ - -14\-- 'r 4 lx 1-7 TEMP STUP- - - - - - -4 _ _ I 1l I I I i I I I 4�1 111 I N N N N N i N N N PI p► 14 1 19j i tN ! I 1� I 1 J ,ii p2,-- /I 2 I 1 �i 4 is c 1: : i 1111 i� .- .v La I La L�1 L .1 iv vv ;,,,'1 I I i b' -B' I I I p;1431.= 3 ,, I,. I 1 1 -+j In ,,�, �, {- -2 _ I 1 TYP THi • SYS I i 1 I 1 TYP THIS SY I t ,�;, rel N1 1 i N 1 N1 I N1 I N 1 N1 I N1 1 Nl N N 1 N. 1 1 \ � I \ l � I I � � \ ♦m I ^Y . iUfl {~n I f h [ l I I I 1 1� 1 • , I iii N I NI 1 Ni 11 N) NI N NI ,. N 7, N it �. PIPING AT 75 -� CL 1 ( 1 I PIPING AT 15 -0 CL NI ,311 �, 1 I I h�-''"r. -- . 16'-0" I3'-0" ,} „ , „ 13:-0 I 14 -4 1 -7 /i� , „ 18 -0 1 , „, 5 -9 12'-3"15 , -6 h „ , „ 18 -0 , I 7 -3 1 ,: 10.-8 I 17'-0". 1 i, „, 18 -0 7,-3" „ ,� 10 -9 1. 10'-0 I �5 - X a a C3 C d CD C C; a CD 1- , , II I I - .> , I 1 I • ' } -.- H �i >u _ �- -_ _ �-z, z _ _�-,,-� •- �.s �- .- _ _. -� - _ �,- _ r s _ ��- _ __-,_=.....- �_- . -� __ s y w y s s _ r .r- a '1 �_ 1 1 I Iw 1 I- I N N N N N NI Nl Nl NI I N1 Nl Pt I' I 1 I I 1 - 1 I 1 i 11'- J J 4, ,k�' 1 ' -6 ,R', -1 ��rOk rOk y� Q �Pa �e.2 � 4 �Ok1 � VQoJ 1 � ,Q\-- •A rO G `,yvI� kY� 2 4 -'` (�l T T T T . � i' T T 1 T T T i T T T T 1' T I I` T IN 1 1 1 I I i i 1 1 I \� r6'k1 k1 �s 1 \-s-°,, 1 \3,�N1 v. r�Nl SNI r6 I �in=� I• N1 1 1'�'��,I \3 \l '3' NI ��NG I ,--=--.- --MATCHLINE 1 I 1 _i- - 1 J - # .� - -k-- _A- ;-...----.i.,- 1 1 l i I 1 1 1 1 iIIt-, 1 ! I I\ l 1 I I 1 1 � ) I d "Yu 11 2 :r SCALE: 1/8" = 1'--0" McKINSTRY SCOPE OF WORK: RE -ZONE 80111 PRZ-2-15 & PRZ-2-16 DUE TO ADDMON OF NEW OFFICES AND COORiDOR AS SHOWN IN DWG. HEAD LEGEND FOR SABEY ADDED OFFICES & COORDOR T.I. iI-- 11 iJ L't` �\ L;__--- 1` ..I NOTE: PHASE 3,4 & 5 AREAS SHOWN ON TNiS SHEET WiLL \OT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE A\IY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'AS BUILT' PLOT DATE: HEAD LEGEND 02-08-01 1 SYM #CN T CMT NAME MEiAL , • TEMP: K NPT i ORO: MA, 110D0„/ 4,7 7 R1DXSSED C ROIE/MN1E . 186: 5.5 , 1.2' , .50 .. T't0 . TY -B. • 0 20 REQ CHROME/YN I1E : 155 14.5 - • 3/4' .70.. TYLt° EC -14. 13 UPRIGHT MASS 155 , 14.5 . 3/4" . .70 . TYCO EC -14 ©0 - UPRIGHT BRASS . 155 14.,5 • 3/4' .70 . CENiRAL ESLO iI-- 11 iJ L't` �\ L;__--- 1` ..I NOTE: PHASE 3,4 & 5 AREAS SHOWN ON TNiS SHEET WiLL \OT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE A\IY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'AS BUILT' PLOT DATE: HEAD LEGEND 02-08-01 1 SYM #CN T NAME RECESSED 'METAL CHROME/WHITE TEMP 155 K 14.5 NPT 3/4" ORI .70 IMFG. CENTRAL MODEL;' 1 ESLO 0 lO 0 f130 UPRIGHT !BRASS 155 14,5 3/4" .70 CENTRAL ESLO 6 5005 3RD AVE SOUTH SEATTLE,WA, 98134 (206) 762-3311 1 1419 h.E. LOMBARD PLACE 7 r I R iOR ,a ,. TL IvD O , 97211 (503) 285-6383 CONSULTANTS it �OItiSJ TAiJ I S 3 PERMIT ISSUE 2-11-08 2 PH 3/4/5 CEIIJNG DELETED 10-23-00 1 SUBMITTED FOR PERMIT 6-30-00 REViSIO NS a PRT -2-21 FR -Z-2-13 El r FRZ-2-13 KEY PLA F;2Z-2-1 F,RZ-2-3 F F .Z-2-3 ;'.z-2-17 F721,2-4 FRZ-2-2 -P1-2-5 1= ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sobey Corporation. DRAWING TITLE: F114RVAL. 2ND FLOOR FIRE SPRINKLER PLAN EXODUS SEATTLE .3 PROGRESS DATE: 6L30/00 FII E: PLOT: PROJECT NUMBER: 46r DRAWN BY: L.B. CHECKED BY: RAF APPROVED BY: DRAWING NUMBER: X2.22 —MATCHLINF CNT NATE MET/i. TDP K RFT ORIF MFG. M00E7.5 • 3 RECESSED CNROIIIE/ II1 E 155 14.5 3/4" 1 I _ 4 I I I I 1 I ,,,-6'\(1A . 0 T \1' 6k I N 0 .0 k �y ( k N I I I 1 ( I \C2 (1'k 45,‘ ♦ 4s.' d °� I \J ° 1 4 � T r T T ( ,k 1 cs N1 ! I , k I G J 4 POy0 .\ T T ����, I , N! �' 'k ! I k I U Q'k J 4 �s ;5 T 1" T I � k NI NI I ( ( G J 4 P0� T I .70 I EC -14 .O 0 -. UPRIGHT 1 I I II:: -.:.11:.---77-7 14.5 3/4" 1 II, ---1- {0EN1RAL ! I 1- ' k " k( ( 0 1'' r U '' O J O J O' 9\01 e~'� j U U . O J e \.• ...k ' i .: �5 , �� 0+ �5 (34\0 � � 1 `I' 1 I 1 T r I. T T T T 1 1 I 1 1 �t,� k '�6 '..'k '.,6'ke• ■am �3 Nl 13 I �� NI ,� NI �� " .>,. I N-� =�i9 -4 — 1 I N! I ' 6 NI _ N i. 1 N TYP THIS SYS — I I ! I � j ' ._.._ .. 4 N1 I I I NI I I I , I I r _i a; I ' N 1 \OTE:'UPRIeHT' __ Ci N1 - -- I a;$ ' 1" NI SPIN<LERS ON STUB -• 1 1 -UPS A -1 _ ��- , ��. l l I�._.-. E rcl 0 , I., - 1111111 . I; r, I I I 1 i� NI 1 N HI "" " ` ., = DEFLECTOR 'DISTANCE SET TO CO l.R BEHOND DEEP WF BEAMS - YPICAL I ..MI eL9i=�P4P'I ---- C .. NM 121,1 , N .�I., L'♦e.n7 \ ' y N 1 N i. LV \ ( I 41 ' , 2431 i \ IR -/i TYP THIS SYS \ \ \ 1 `',..' J . i 1 N i �'• \/ f \ 1/\.] 1.1/\.] \ \ j ice) i� j otpE :.I •.�` j `, , N 1 1 1247 ll J� 1 , � � ,��, {i l.i � 1. I J1., 1 .{k t _,•YY ,' 1 N 1. ' N�i V 1 N �/ \ N� N� N"' _Jl.i 'R 7.' y �' I ce _ 4.a.I I . - I ..�� 111 1 u fi ix 3-1 TEMP STUB -UPS PH 3 I 4- NI N1 13'-0" PIPING 1 I - ---' ¢--- 1 1 13'--2 AT' 1 - '� ill" — 1 1 1 = = N , w" I N 1 .. SUB -No,... 1 I .. o :"" ! cAp 1 4 NI :*) 1 I .1 1 NI NI I 5'-4„ I 11 PIPING AT 1S-6" : 1 �,>_ 1— Sc .v . : .-Z1/,_• 1 4XI I 1 1 °1 'S.'- 0 NI a N NI?` C N1 N! _ I NI N I NI ¢ 1 11 4 NI '�-K--4 1 NI 1 4-iip 1 v 1�I ¢ N1 1 NI 1 4 1 4 1 1 1 1 1.:1" N1 1 1 �� NI 1 41_1`4......\- 16'-0" 1 — 1 1 3-0" N( ! N' NI 1 I 1 1 -IN- _ 4 ` j1 _ _ ¢_,� 4—�\--fl >_ \ 1 1 - (( -- 1 I - 1 4+4 I 1 N1 I1 \ N' -�_ __— -_. _ _ -, \ -- ! N' 1 `�1 I 1 N1 N ' .. f 3°-7 Yz ' 18'-0" 5'-9" 12'-3" I-:4- 9'-11 1 " I 8'-0" 18'-0" 7'-3 1�i" c , 1O'-8 l " 17'-1" 0'-11'� 18'-0" 7'-3" 10'-9" . 1 O'—O" 8'-11 I I 1'-2' , I 4 i .. N T ! 1 N T I 1 N' N 1, 1 1 I TYP THIS SYS T U N I 1 NI T NN NI T T ! I ! I N1 si- 1 i N T T I f ' I N1 N I I NI T . 1.: ait •` I, N N N . T T T T I 1 I 1 1 1 1 1 !1 N1 i; N1 NI N Ly .�. CO II 4 T N i4 4 4- 4 �' ...\_._ \ fi i1i T PIPING 4 T -4 = � ih T w t T ill T s�i ti ii L" monummo ii N ih N T ,'1 T 111 111 T T 1 it T PIPING AT 13'-6„� � °r f T N CV N N 4 �1 �-' N 4� I 1 — -'-- 4 — N 4 i N1 4x i - , — s '-'�2 — —x ------'- _____ 4 . 4 N 1 P, -<1 I �'� _U4 2 ,�- _ -- -�' ---I- nl _4x ---- ice/. y 24� 0 _ _ _ -r- - `-- ( N 1 OCI) 11 ' NT 4 —�---¢ N CO a NT �+'r 4 4 � a----� 1 CP NovI TYP THIS SYS I �J "1 ._ _ • 4 I_ ( IC, NI N1 NI 1 1 5, • `” i =' �. `- V i NT t u n T NT n n NT 1 . �( ,S:11 i1 Igif _ ----� % i"f;4N ,,i•�_ 1 4 ---t+ 4 i 1 i �� ® o ---4 —'7" -- -- -- —4 -- —4—`�' N I I -1 "' l N_ (�►i -..211 N - 2- 1 -2 ' - I N I +/ c 1 ;.7 1 ffI 3 I ...��rr t� t X11up , �maim • .� -1.. N N , -no 1, ''' 1 WI • , - .._, , STAIR /\1 s! 11111__ �, .tion \ N. ip El rm& A Alli. kjj' -'�tMir� Ilk. 111 11 i1 \, /`' i.—.-2, 1 f" LiiC is ' "f G .._____ _= - --< I3 SCALE: 1/8" = 1'-0" McKINSTRY SCOPE OF WORK: RE -ZONE BOTH PRZ-2-15 & PRZ-2-16 DUE TO ADDII1ON OF NEW OFFICES AND COORIDOR AS SHOWN IN DWG. HEAD LEGEND FOR SAEEY ADDED OFFICES & COORIDOR T.I. STM CNT NATE MET/i. TDP K RFT ORIF MFG. M00E7.5 • 3 RECESSED CNROIIIE/ II1 E 155 14.5 3/4" .70 i'V O go -14 0 0 UPRIGHT pRASS 155 14.5 3/4" .70 tY1CO EC -14 .O 0 -. UPRIGHT BRASS 155 14.5 3/4" .70 {0EN1RAL ESLO ITO 1 F2,24 11 NOTE: PHASE 3,4 & 5 AREAS SI -OWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST SEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRIN<LERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'AS BUILT' PLOT DATE: HEAD LEGEND 02-08-01 SYM Ct,IT NAME 'METAL TEMP 1K NPT ORIF MFG. MODEL;- 1 0 2 RECESSED (CHROME/WHITE 155 14.5 3/4" .70 CENTRAL ESLO ©0 721 UPRIGHT 'BRASS 155 14.5 3/4" .70 CENTRAL ESLO 5005 3RD AVE SOUTH SEATTLE,VIA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND,OR. 97211 (503) 285-6383 CONSULTANTS 3 PERMIT ISSUE 2-11-08 2 PH 3/4/5 CEILING DELETED 10-23-00 1 SUBMITTED FOR PERMIT 6-30-00 RE_VISIPNS Fla -2-20 PF.Z-2-21 F Z -24S KEY PLAN ISSUE DATE Ali drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. 3 1 S; •� \ )?t ><ODUS ?Miro ate east 7-tiL laOT DRAWING TITLE PARTIAL 2ND FLOOR FIRE SPRINKLER PLAN EXODUS SEATTLE 3 PROGRESS DATE: 6/30/00 FILE: PLOT: PROJECT NUMBER: 4611 DRAWN BY: L.S. CHECKED BY: RAF. APPROVED BY: DRAWING NUMBER: 2.24 CELE WM CM //0 E OF WORK IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPING EXISTING BRANCH�.INES AND CONNECTING/EXTENDING MAINS. CUT AND CAP -I EXISTING LINE. NEW FULL HEIGHT WALL DATA Fr? .00 CUT AND CAP - EXISTING LINE. SHELL LIMITED T: WPK AREA OF WORK -� EXISTING MAINS & LINES @ 23'-0" BOD 26'-0"? CUT AND CAP EXISTING LINE. ADDING AND RELOCATING FIRE SPRINKLERS DATED 12-20-07, CUT BACK EXISTING LINES IN THE SPACE TO T ENSURE THE NEW AREA IS ONLY SUPPLIED BY SN: S EI 1 =-t^, INSTALL SEMI -RECESSED WHITE SPRINKLERS i THE 4. INSTALL THE PROVIDED SOLENOID VALVE ON THE EXIS``. ,i : PRE:ACTION F. AUTOCAD BACKGROUNDS FROM ALL TRADES I?„ A TIMELY 6. NEW SPACE TO BE ORDINARY HAZARD, GROUP I - 0,15 r r =.,.` FT. SO, FT. .. MATERIAL PER f'FPA 13 STANDARDS AS'...ELEC-EC> NEW i:,7,ElLf.P,IG AND OF THF EXCLUSIONS 1. ELECTRICAL OF ANY TYPE, INCLUDING WIRING OR ZONING 3F THE PREu;Cyi 3 d SYSTEMS. r-� 2. RELOCATING EXISTING SPRINKLER PIPE FOR NEV' WORK OF O T i IE 3. STRUCTURAL VERIFICATION IF REQUIRED. 4. SEISMIC INVESTIGATION, EVALUATION. MODIFICATIONS; CALCULATIONS S OR PE REVIEW ON EXISTING OR NEW FIRE SPRINKLER SYSTEMS OP COMPONE REQUIRED. 5. BACKFLOW INSTALLATION, MODIFICATION OR CERTIFICATION IF REQUIRED UNL SS OTHERWISE NOTED IN THIS PROPOSAL, 6. ABATEMENT OF ANY TYPE. 7. PAINTING OF ANY TYPE. 8. OFF HOURS. 9. TAX. 10. FIRE SPRINKLER PROTECTION UNDER RAISED FLOORS. 11. FM GLOBAL OR ANY OTHER APPROVALS OF GUIDELINES BEYOND NFPA 13, 12. NEW PREACTION SYSTEMS OR VALVES. 13, CONCEALED TYPE SPRINKLERS. DESIGN CRITERIA THROUGHOUT: PER NFPA#13 (2007 EDITION) AND THE CITY OF TUKWILA HAZARD: ORDINARY, GROUP I SYMBOL LEGEND E - EXISTING SPRINKLER HEAD. • R - SPRINKLER HEAD TO BE RELOCATED. ®A - SPRINKLER HEAD TO BE ADDED. • P - SPRINKLER HEAD TO BE PLUGGED. -�/ - SPRINKLER PIPE TO BE DEMOLISHED. - EXISTING SPRINKLER PIPE. - NEW SPRINKLER PIPE. - -H- - MECHANICAL TEE. MT 1'a 0 3/V BEAM CLAMP ANVIL FIG. 92 3B' A.T.R. ANVIL FIG. 146 RETAINER STRAP ANVIL FIG. 89X HANGER RING ANVIL FIG. 69 104 111111 STRUCTURAL BEAM BEAM CLAMP HANGER TYPE D SCALE: NONE BOTTOM OF CORR. METAL PAN DECK (2 1/4" X 1' TEK SCREW HANGER RING ANVIL FIG.69 CEILING FLANGE ANVIL FIG. 128R 318" A.T.R. ANVIL FIG. 146 CEILING FLANGE. ANGER TYPE SCALE: NONE RAISED FLOOR IS 30" 'HIGH. CEILING ELEVATIONS ARE TAKEN OFF THE RAISED FLOOR. 2 j 2 A MT 6-11 NEW FULL HEIGHT WALL 2 CUT AND CAP EXISTING LINE. ELECTRICAL NO CEILING r r' CONFERENCE Ca" 2 3{0.1108 WOOS NOV. CUT AND CAP EXISTING LINE. STORAGE CH 9.0 BUILDING SHEI LIMITED NEW WORK 2 AREA OF WORK -11 IN THIS BUILDING, THE IDEA 4S TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHFINES AND CONNECTING/EXTENDING MAINS. NEW FULL HEIGHT, WALL 2 ACCEP ❑ Without Comments Er AsNoted il Red "it riz. hese plans have Prevention 7L,_ standards, omissions st•:aa cs iequ� y or lditiole ,. s date Submittal of CUT AND CAP EXISTING LINE. 2 CUT AND CAP EXISTING LINE. SYS 3-18 SS3-17 ing 11=2 'fog YS 3-0 PLUG' v _: rRAGE CH 90 j j[ ADJACENT SPACE STAR #3 ADJACENT SPACE NO NEW WORK Ila Fire ,nt city and s of adopted „trfor the gner. Ings atter 4 require a u Sequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:. / Co. -0 8 BY: J�( WKWILA FIRE DEPARTME.N Please call: 575-440Z and give this job No.0s_ OI.s , ois and exact address for shut. Gown or restoration approval: L'''C ITEC Weld :n gimps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. FIRE FLOW INFORMATION STATIC PRESSURE: 134 PSI RESIDUAL PRESSURE: 20 PSI FLOW: 4051 GPM LOCATION: S. 120TH STREET & EAST MARGINAL WAY INFORMATION PROVIDED BY: KING COUNTY WATER DISTRICT #125 MARK (206) 242-9547 PHONE CALL MADE: MAY 14, 2007 3:48PM FILE - Hy d6,05 ,4 -,t. -fes+ re vIJ - FL V-4. I D r ZOVt-C 50/e ho i 0► �e-r ret C.r Because of increased demand our inspectors' schedules are booked 3-7 - days ahead. Therefore, you will need to call 206-575-4407 or email I ireinsoreouest ci.tukwiia.vva,us to schedule your inspections a minimum of 48 hours in advance of the date your want en inspection. -EXISTING 2" BRANCHLINE AREA OF WORK FIRE SPRINKLER PLAN QGare agh DeCC ACT CEILING TYPICAL RETURN BEND SCALE: 112"=1'-0" THIRD FLOOR HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION 0 EXIST UP CENTRAL ESLO 14.5 K 3/4" 155°F BRASS N/A A \ O UPRIGHT TYCO EC -14 14.0 K 314", 155°F BRASS N/A R-1 A D TOP BEAM CLAMP PENDENT TYCO EC -14 14.0 K 3/4", 155°F WHITE REC WHITE R-22 A \ A-17 A A G CEILING FLANGE APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA 1 OWNER I ARCHITECT OWNER / ARCHITECT 1 TOTAL 40 FIRE SYSTEMS WEST 1 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 #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA#13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW LINE PIPE TO BE ALLIED. DYNA THREAD WITH BLACK CAST IRON FITTINGS. 2. ALL NEW MAIN PIPE TO BE ALLIED DYNA FLO WITH CENTRAL GROOVED FITTINGS. 3. ALL PENDENT SPRINKLERS TO BE ON RETURN BENDS. 4. ALL FULL HEIGHT WALLS ARE SHADED. 5. ALL ARMOVERS LONGER THAN 1'-0" MUST HAVE A HANGER. 6. MAXIMUM SPRINKLER HEAD SPACING TO BE 20 X 20'. 7. ALL DROPS TO SPRINKLER HEADS MUST BE 1114". BUILDING PERMIT # CONTRACT NAME: 1 NTERNAP 3355 SOUTH 120TH STREET TUKWILA WA 98168 CONTRACTWITH: THE MARTIN GROUP 1000 HIGHWAY 34, SUITE 201 MATAWAN, NJ 07747 P.M. - JERRY MARTIN - (732) 441-0006 SUPER. - TED McGEE - (509) 953-1947 PAID 2008 aI Tukuvila Fire Fire Systems West t I.I 219 Frontage Road North, Suite B Pacific - WA. 98047 (253) 833-1248 Fax (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: LANE LUVAAS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART JANUARY 11. 2008 2-11-9772 1 OF 1 SWAY BRACE TYPES TOLCO #909 BRACE ATTACHMENT TOLCO #909 BRACE ATTACHMENT 41) f 1" OR 1-1 SCH 40 PIPE�1 \ - 40" • 1" OR 1 114" SCH 40 PIPE F11 •i G' 1" OR 1 1/4" to TO CO #1000 SCH 40 PIPE TO CO #1000 FAST CLAMPQUICK CLAMP 1`� 4a,. TOLCO #4A PIPE CLAMP I LATERAL --- LONGITUDINAL TOLCO #909 1" OR 1 114" 40 PIPE �,, - BRACE ATT. SCH TOLCO #909 4,11 111 41 BRACE ATTACHMENT �� TOLCO --- #1000 --�• �to- CLAMP 1" OR 1 114" V/ `J1 OR 1 114 4100, SCH 40 PIPE0( TO CO #1000 SCH 40 PIPE QUICK CLAMP TOLCO #4A PIPE CLAMP `f' 4 -WAY ±R 4 -WAY RISER 3/V BEAM CLAMP ANVIL FIG. 92 3B' A.T.R. ANVIL FIG. 146 RETAINER STRAP ANVIL FIG. 89X HANGER RING ANVIL FIG. 69 104 111111 STRUCTURAL BEAM BEAM CLAMP HANGER TYPE D SCALE: NONE BOTTOM OF CORR. METAL PAN DECK (2 1/4" X 1' TEK SCREW HANGER RING ANVIL FIG.69 CEILING FLANGE ANVIL FIG. 128R 318" A.T.R. ANVIL FIG. 146 CEILING FLANGE. ANGER TYPE SCALE: NONE RAISED FLOOR IS 30" 'HIGH. CEILING ELEVATIONS ARE TAKEN OFF THE RAISED FLOOR. 2 j 2 A MT 6-11 NEW FULL HEIGHT WALL 2 CUT AND CAP EXISTING LINE. ELECTRICAL NO CEILING r r' CONFERENCE Ca" 2 3{0.1108 WOOS NOV. CUT AND CAP EXISTING LINE. STORAGE CH 9.0 BUILDING SHEI LIMITED NEW WORK 2 AREA OF WORK -11 IN THIS BUILDING, THE IDEA 4S TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHFINES AND CONNECTING/EXTENDING MAINS. NEW FULL HEIGHT, WALL 2 ACCEP ❑ Without Comments Er AsNoted il Red "it riz. hese plans have Prevention 7L,_ standards, omissions st•:aa cs iequ� y or lditiole ,. s date Submittal of CUT AND CAP EXISTING LINE. 2 CUT AND CAP EXISTING LINE. SYS 3-18 SS3-17 ing 11=2 'fog YS 3-0 PLUG' v _: rRAGE CH 90 j j[ ADJACENT SPACE STAR #3 ADJACENT SPACE NO NEW WORK Ila Fire ,nt city and s of adopted „trfor the gner. Ings atter 4 require a u Sequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date:. / Co. -0 8 BY: J�( WKWILA FIRE DEPARTME.N Please call: 575-440Z and give this job No.0s_ OI.s , ois and exact address for shut. Gown or restoration approval: L'''C ITEC Weld :n gimps must be inspected before pipe is hung. Do not paint piping prior to hydrostatic test approval. FIRE FLOW INFORMATION STATIC PRESSURE: 134 PSI RESIDUAL PRESSURE: 20 PSI FLOW: 4051 GPM LOCATION: S. 120TH STREET & EAST MARGINAL WAY INFORMATION PROVIDED BY: KING COUNTY WATER DISTRICT #125 MARK (206) 242-9547 PHONE CALL MADE: MAY 14, 2007 3:48PM FILE - Hy d6,05 ,4 -,t. -fes+ re vIJ - FL V-4. I D r ZOVt-C 50/e ho i 0► �e-r ret C.r Because of increased demand our inspectors' schedules are booked 3-7 - days ahead. Therefore, you will need to call 206-575-4407 or email I ireinsoreouest ci.tukwiia.vva,us to schedule your inspections a minimum of 48 hours in advance of the date your want en inspection. -EXISTING 2" BRANCHLINE AREA OF WORK FIRE SPRINKLER PLAN QGare agh DeCC ACT CEILING TYPICAL RETURN BEND SCALE: 112"=1'-0" THIRD FLOOR HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION 0 EXIST UP CENTRAL ESLO 14.5 K 3/4" 155°F BRASS N/A A \ O UPRIGHT TYCO EC -14 14.0 K 314", 155°F BRASS N/A R-1 A D TOP BEAM CLAMP PENDENT TYCO EC -14 14.0 K 3/4", 155°F WHITE REC WHITE R-22 A \ A-17 A A G CEILING FLANGE APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA 1 OWNER I ARCHITECT OWNER / ARCHITECT 1 TOTAL 40 FIRE SYSTEMS WEST 1 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 #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA#13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW LINE PIPE TO BE ALLIED. DYNA THREAD WITH BLACK CAST IRON FITTINGS. 2. ALL NEW MAIN PIPE TO BE ALLIED DYNA FLO WITH CENTRAL GROOVED FITTINGS. 3. ALL PENDENT SPRINKLERS TO BE ON RETURN BENDS. 4. ALL FULL HEIGHT WALLS ARE SHADED. 5. ALL ARMOVERS LONGER THAN 1'-0" MUST HAVE A HANGER. 6. MAXIMUM SPRINKLER HEAD SPACING TO BE 20 X 20'. 7. ALL DROPS TO SPRINKLER HEADS MUST BE 1114". BUILDING PERMIT # CONTRACT NAME: 1 NTERNAP 3355 SOUTH 120TH STREET TUKWILA WA 98168 CONTRACTWITH: THE MARTIN GROUP 1000 HIGHWAY 34, SUITE 201 MATAWAN, NJ 07747 P.M. - JERRY MARTIN - (732) 441-0006 SUPER. - TED McGEE - (509) 953-1947 PAID 2008 aI Tukuvila Fire Fire Systems West t I.I 219 Frontage Road North, Suite B Pacific - WA. 98047 (253) 833-1248 Fax (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: LANE LUVAAS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART JANUARY 11. 2008 2-11-9772 1 OF 1 ill ' 1 Ilr/1-J. n I IV/ \Ell i. ---� 11 1 0 0j. RISER MANIFOLD Wj: (1) DRAIN AND TEST .a— (2) FLOW SWITCH (3) PRESSURE GAUGE (4) SIGNS ON BODY GR. X GR. BUTTERFLY VA. W/ TAMPER SWITCH SCOPE OF WORK RELOCATE EXISTING 1N -RACK SPRINKLER LINES FROM ONE SIDE TO THE OTHERSIDE OF THE EXISTING RACKS, AS SHOWN ON PLAN RELOCATE SEVEN (7) SIDEWALL SPRINKLERS TO ACCOMMODATE TENANT IMPROVEMENTS PREACTION SPRINKLERS SYM DESCRIPTION TEMP QTY .. 0 CENTRAL MOD. ESLO BRASS UPRIGHT 14.5K (EXISTING) 155' N/A l> TYCO BRASS HORIZONTAL SIDEWALL 1/21 (RELOCATED) 155` 14 • CENTRAL MOD. ESLO CHR.REC.PEND 14.5K (EXISTING) 155' N/A Fir TYCO MOA EC -14 CHR. REC. PEND 14.0K (RELOCATED) 155' 72 WET SPRINKLERS SYM DESCRIPTION TEMP QTY Mr TYCO MOD. TYFRB CHR. REC. PEND 1/2" (ADDED) 155' 9 10 + A >/1 11 CD k 4'-0" '-0' 6'-0" ,-0' 4'-0" ID I o C0 I -co 450 SECTIO\ 1 /4"=1'-0" 13) NEW BRANCHLINES & SIDEWALL SPRINKLER SERVER RACK TOTAL REVISIONS THIS SHEET : 7 r1-71? /// vK v 'F'1 -145E 2 F1 -1,46E 1 1! ATCHLINE XIX XI X _- !I-1'11 a O O O00) T l t 7T '- N d -In Ali ;ear 3 PLUG OUTLE WM 11610 IN It 1 1 1 1 1 1 lvI / 1 11/ 11 2/ x121 Ea 111H 11 1111111111111111mm Man 11 WI 114 I 111111, 00 I 111! 11[11 chi NIEMEMIIIPINIMEN* 1, IVA Clint gig II NOM Eng in 'Ili 41 Mil 1,111111 - 1561 "JIM 1;1=d 41:114 1111 1"-Wr4- ill.; iihrarli, IN ND INI III MR MEM DEM Mil Eta E - Ilan mit' Ell 1_IMIIIIIIEIIIIWII LEN.I it_ 1 11MX_IIIIIii kiwirt (14 ED 4" STANDPIPE 2 14-7 77WTL.021. 1. en 1-0 FT 31 REMOTE EA #2 ILI Ci cn en 0 0 cd 26'-2" LU GI aj 49 27'-9 1/2" 27'-9" 27'-9 1/2" 27'-9 SCALE: 1 Fv) (Q) (CI' 01) F2.35 1/2" 5' 7 1/2 LEVATOR MACHINE 00k 1 UPRIGHT ABOVE 170 16) (Ttinstly 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORILAND,OR. 97211 (503) 285-6383 CONSULTANTS g 6-13-05 ADD / RELOCATE SPRINKLERS FOR RACKS / CAS IGE-5 A 12-30-04 ADD / RELOCATE SPRINKLERS FOR RACKS CABLE 1RAYS RELOCAIED MEWS: 39 ADDEO RODENTS: 18 ADDED UPRIGHTS...3 ADDED S1DRALS: 14 REVISIONS FRZ-3-13 FRZ-3-3 KEY PLAN PRZ-3-4 FRZ-3-2 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. rigrergpcigtepeast PLok- DRAWING TITLE: PARTIAL 31RI, FLOOR FIRE SPRINKLER PLAN MG SLACK DIAMOND TENENT IMPROVEMENT PROGRESS DATE: 10/18/04 FILE: PLOT: PROJECT NUMBER: 845 DRAWN BY: J.MCCLEL LAN CHECKED BY: RAP. APPROVED BY. DRAWING NUMBER: 11 450 lidimita 1 t-7-11 IG 2-#41-iis- -- 2— Le --32::ThLyin fl lb. .1 1-0 FT 31 REMOTE EA #2 ILI Ci cn en 0 0 cd 26'-2" LU GI aj 49 27'-9 1/2" 27'-9" 27'-9 1/2" 27'-9 SCALE: 1 Fv) (Q) (CI' 01) F2.35 1/2" 5' 7 1/2 LEVATOR MACHINE 00k 1 UPRIGHT ABOVE 170 16) (Ttinstly 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORILAND,OR. 97211 (503) 285-6383 CONSULTANTS g 6-13-05 ADD / RELOCATE SPRINKLERS FOR RACKS / CAS IGE-5 A 12-30-04 ADD / RELOCATE SPRINKLERS FOR RACKS CABLE 1RAYS RELOCAIED MEWS: 39 ADDEO RODENTS: 18 ADDED UPRIGHTS...3 ADDED S1DRALS: 14 REVISIONS FRZ-3-13 FRZ-3-3 KEY PLAN PRZ-3-4 FRZ-3-2 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. rigrergpcigtepeast PLok- DRAWING TITLE: PARTIAL 31RI, FLOOR FIRE SPRINKLER PLAN MG SLACK DIAMOND TENENT IMPROVEMENT PROGRESS DATE: 10/18/04 FILE: PLOT: PROJECT NUMBER: 845 DRAWN BY: J.MCCLEL LAN CHECKED BY: RAP. APPROVED BY. DRAWING NUMBER: 11 450 1-0 FT 31 REMOTE EA #2 ILI Ci cn en 0 0 cd 26'-2" LU GI aj 49 27'-9 1/2" 27'-9" 27'-9 1/2" 27'-9 SCALE: 1 Fv) (Q) (CI' 01) F2.35 1/2" 5' 7 1/2 LEVATOR MACHINE 00k 1 UPRIGHT ABOVE 170 16) (Ttinstly 5005 3RD AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORILAND,OR. 97211 (503) 285-6383 CONSULTANTS g 6-13-05 ADD / RELOCATE SPRINKLERS FOR RACKS / CAS IGE-5 A 12-30-04 ADD / RELOCATE SPRINKLERS FOR RACKS CABLE 1RAYS RELOCAIED MEWS: 39 ADDEO RODENTS: 18 ADDED UPRIGHTS...3 ADDED S1DRALS: 14 REVISIONS FRZ-3-13 FRZ-3-3 KEY PLAN PRZ-3-4 FRZ-3-2 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. rigrergpcigtepeast PLok- DRAWING TITLE: PARTIAL 31RI, FLOOR FIRE SPRINKLER PLAN MG SLACK DIAMOND TENENT IMPROVEMENT PROGRESS DATE: 10/18/04 FILE: PLOT: PROJECT NUMBER: 845 DRAWN BY: J.MCCLEL LAN CHECKED BY: RAP. APPROVED BY. DRAWING NUMBER: 3/8" BEAM CLAMP ANVIL FIG. 92 2 4 EJ E 1\402 /403\ 40,0 \405;) FAAAJtA,A4-11%-,-,.. 12-0- K -1-- 11. 1 (06 ) rr'hh- IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS. ter 4.3 2 84 rxv-5 112" B3 4X10-6" 2 2 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. NEON EMIR NEW FULL. HEIGHT WALL 111 itA (0 R r - j 1 2 'TA CUT AND CAP EXISTING LINE UPRIGHT USIN ADACAP. I -1 LcitDoi al h 38 1'1- 11 1 6•7z I 'AAZI C414 ) '( 415 ,,A1 \ 2 ' U•S11, .1111•1/211 11.0101. ROW ••• 17 56 10-0 12.0 ph, k I II 1 I , 1 - A 1--- 1 - 52 4232 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. BUILDING SHELL LIMITED NEW VITORK [ . ; CUT AND CAP - EXISTING LINE. ADD 1,„„,4 UPRIGHT USING i ! ADACAP. 1 Id emempre-anee„ mtem-miels„ mem 33/ PLUG 53 1 • 0-0 i irk% . a ___,,,....,=-\_, c\, 242 kk 1 , A , k PLUG1 ! 1 6 - '-i--------r-----. I --', -I- , , 1 . 1--- ,,t134/ 2 PLUG PLUG 2 ' IV PLUG J I j SCOPE OF WORK 1. AUTOCAD BACKGROUNDS FROM ALL TRADES IN A TIMELY MANNER, WITHOUT COST. 2. STARTING AT THE EXISTING SPRINKLER SYSTEM BRANCHLINES OR MAINS. 3. PRICE IS BASED UPON THE DENSITY CRITERIA STATED ON THE DRAWINGS FP -02 & FP -03: GENERATOR ROOM: ORDINARY HAZARD GROUP II - 0.20 GPM / 1950 SQ. FT. BATTERY ROOM : ORDINARY HAZARD GROUP II - 0.20 GPM / 1950 SQ. FT. THIRD FLOOR: ORDINARY HAZARD GROUP I - 0.15 GPM / 1950 SQ. FT. 4. MODIFYING THE EXISTING ZONES TO ACCOMMODATE NEW ROOMS AS DISCUSSED. ALL WIRING BY OTHERS. 5. RECONNECT EXISTING LINES TO CURRENT ZONES TO ALLOW FOR PROPER COVERAGE/PROTECTION. 6. EXPOSED UPRIGHTS FOR THE NEW GENERATOR AND BATTERY ROOMS. 7. CENTER OF TILE SPRINKLERS IN THE TWO FOOT DIRECTION ONLY FOR THE 'THIRD FLOOR ACT CEILINGS. 8. NEW PENDENT SPRINKLERS TO BE QUICK RESPONSE, CONCEALED WITH WHITE COVER PLATE. 9. MATERIALS PER NFPA 13 STANDARDS AS SELECTED BY FIRE SYSTEMS WEST. 10. DESIGN/CITY PERMIT/CITY PLAN REVIEW (PLEASE ALLOW 4-8 WEEKS FOR CITY APPROVALS) 11. SCISSOR LIFT FOR ALL AREAS OF WORK. Riser Tag Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): 451.70 Pressure(psi): 81.32 Ordinary Group ! 156 19 5.6 0.5 0. 15g pm/ft2 0.23g pm/ft2 1950.00ft2 (Actual 1984.02ft2) ZRETAINER STRAP ANVIL FIG. 89X re% 1741 N. ... ill 21. tr, 3/8' A.T.R. illi 1 vat ANVIL FIG.146 141 1.4 IIII J.AINI HANGER RING 111111 ANVIL FIG. 69 STRUCTURAL BEAM BEAM CLAMP HANGER TYPE D SCALE: NONE 5) EXTEND EXISTING MAIN TO "ZONE" PREACTION SYSTEMS PER TENANT. 2 TIE INTO EXISTING MAIN USING MECHANICAL TEE. 2 B1 X 10.-6" 322 =1 222 212(:)112:1 221 3221 =2 =1 1-- 2 -4-3 BOTTOM OF CORR. METAL PAN DECK (2 1/4" X1" TEK SCREW HANGER RING -\ ANVIL FIG. 69 CEILING FLANGE ANVIL FIG. 128R -3/8A.T.R. ANVIL FIG. 146 CEILING 6iFLANGIE HANDE G SCALE: NONE IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS. TIE INTO EXISTING MAIN USING MECHANICAL TEE. TIE INTO EXISTING MAIN USING MECHANICAL TEE. TIE INTO EXISTING MAIN USING MECHANICAL TEE. 2 4 122 = 2 NEW FULL HEIGHT WALL 11 c• 1 1=1 = sc) = = = =I = = = 11-1141 MT 1 CUT AND CAP EXISTING MAIN. ADD UPRIGHT USING MECHANICAL TEE. 2 1A-_,A-AAAAArAAAA'4,_-, • ELECTRICAL N0 CEILING 2 75- 4-3 BUILDING SHELL LIMITED NEW INORK 2 .SYS 3-18 112 = 4 ======= =1 MEI 11121 1223 um ma mat =a mat it= =a moo =a ma amo =a ma a= was sam = a= ma ma mat mot SYS 3-17 ' • 2 2 4 77' -73 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. j(l9l) 111__ 2 k 0-71' -$ g 10-0 k 12- 20 CONF:RENC 11 CH9O __0 -- 1 1 1 • 1 • 60- 2 CH 15-0 STORAGE CH 9-0 FIRE 'FLOW INFORMATION STATIC PRESSURE: 134 PSI RESIDUAL PRESSURE: 20 PSI FLOW: 4051 GPM LOCATION: S. 120TH STREET & EAST MARGINAL WAY INFORMATION PROVIDED BY: KING COUNTY WATER DISTRICT #125 MARK (208) 242-9547 PHONE CALL MADE: MAY 14, 2007 3:48PM 4 IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS. CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. NEW FULL HEIGHT WALL 2 2 CUT AND C P EXISTING L PENDENTS ADACAP. ==== 122= ====== 212 Cat NE. ADD USING 2 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. NEW FULL HEIGHT WALL CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. 2 e siaoseammermaroosaimmen, A =It ======= Lae...40J DJACENT SPACE 0 NEWWORK EXCLUSIONS 1. PAINTING OF PIPE 2. DELIVERY TO THE THIRD FLOOR OF SCISSOR LIFT, IF FREIGHT ELEVATOR WILL NOT ACCOMODATE. 3. PROTECTION UNDER RAISED FLOOR AREAS. 4. ELECTRICAL WIRING OR ZONING OF THE PREACTION SYSTEMS. 5. NEW PREACTION SYSTEMS OR VALVES. 6. FACTORY MUTUAL APPROVALS OR GUIDELINES. 7. PROVIDING EXISTING DENSITIES REQUIRED FOR GENERATOR ROOMS ON SITE. - 0.30 GPM / 3250 SQ. FT. 8. REPAIRS OR MODIFICATIONS TO EXISTING SYSTEM TO MEET REQUIRED CODES BEYOND SCOPE OF WORK ABOVE. 9. RELOCATING EXISTING SPRINKLER SYSTEM TO ACCOMODATE WORK OF OTHER TRADES. 10. SEISMIC INVESTIGATION, EVALUATION, MODIFICATIONS, CALCULATIONS OR PE REVIEW ON EXISTING SPRINKLER SYSTEMS OR COMPONENTS (IF REQUIRED - UNLESS NOTED ABOVE) 11. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES FOR HANGING OF SPRINKLER SYSTEM. 12. BACKFLOW INSTALLATION, MODIFICATIONS OR CERTIFICATIONS (IF REQUIRED - UNLESS NOTED ABOVE) 13. OVERTIME OR AFTER HOURS. 14. ASBESTOS ABATEMENT/REMOVAL. 15. TAXES DESIGN CRITERIA THROUGHOUT: PER NFPA #13 (2007 EDITION) AND THE CITY OF TUKWILA HAZARD: ORDINARY, GROUP I SYMBOL LEGEND E - EXISTING SPRINKLER HEAD. • R - SPRINKLER HEAD TO BE RELOCATED. • A - SPRINKLER HEAD TO BE ADDED. • P - SPRINKLER HEAD TO BE PLUGGED. - SPRINKLER PIPE TO BE DEMOLISHED. - - - - - EXISTING SPRINKLER PIPE. NEW SPRINKLER PIPE. - MECHANICAL TEE. MT SWAY BRACE TYPES TOLCO #909 BRACE ATTACHMENT 1" OR 1 1/4" SCH 40 PIPE" TOLCO #909 BRACE ATittlCHuMEmNmTercazio 411' 1" OR 1 114" GO SCH 40 PIPE Co TQOu ILCCK0 CI t1L. A004, 0 TOLCO #4A PIPE CLAMP -'LONGITUDINAL SCH 40 PIPE 4r4o • II, TOLCO #1000 FAST CLAMP • 1 LATERAL TOLCO #909 BRACE ATTACHMENT IZIlloollomme44110' 10 OR 11/4" SCH 40 PIPE ...1•0 TOLCO .._41) ___.---- BRACE N4414. TOLCO ‘11.1 #1000 ----.... CLAMP 1" OR 1 1/4" SCH 40 PIPE +R 4 -WAY loo 410 lb Iii RISER #909 ATT. 414%, 00/ .1‘ OR 1 1 SCH 40 PIPE ir-qo 000, 16,111 TOLCO #1000 F, QUICK CLAMP TOLCO #4A PIPE CLAMP ± 4 -WAY 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 ordnances. The responsibility for the adequacy of design rests totally with the designer. Additons, deletions or revisions to these drawings atter this date will void th•&, acceptance and will require a resubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 1 2 -2 By: BUILDING SHELL LIMITED NEW WORK ADJACENT SPACE NO NEW WORK TUKWILA FIRE DEPARTMELst/ Please call: 575-440Z and give this job No. and exact address for shut. down or restoration approval,. .111&1101=1,110,311.01.1•11.....11.11 FIRE SPRINKLER PLAN SCALE: 1/8" = 1-0" 1 . 0-4 - EXISTING 2" BRANCHLINE ACT CEILING TYPICAL RETURN BEND ReuAcsoln • THIRD FLOOR HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION EXIST UP CENTRAL ESLO 14.5 K 3/4" 155°F BRASS N/A 5-15-07 JS HYDRAULIC CALCULATIONS AS REQUESTED BY TUKWILA FIRE • PENDENT TYCO RFII-QR 5.6 K 1/2" 155°F CONCEALED WHITE 107 A TOP BEAM CLAMP o UPRIGHT TYCO EC -14 14.0 K 3/4" 155°F BRASS N/A 13 A A A CEILING FLANGE APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA 1 OWNER / ARCHITECT OWNER / ARCHITECT 1 TOTAL 120 FIRE SYSTEMS WEST 1 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (I-6") WHICH ARE END TO END. 3.EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW LINE PIPE TO BE ALLIED SCHEDULE 40 WITH BLACK CAST IRON FITTINGS. 2. ALL NEW MAIN PIPR TO BE SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 3. ALL PENDENT SPRINKLERS TO BE ON RETRUN BENDS. 4. ALL FULL HEIGHT WALLS ARE SHADED. BUILDING PERMIT # CONTRACT NAME: INTERNAP 3355 SOUTH 120TH STREET TUKVVILA WA 98168 CONTRACT WITH: THE MARTIN GROUP 1000 HIGHWAY 34, SUITE 201 MATAVVAN, NJ 07747 RM. - JERRY MARTIN - (732) 441-0006 SUPER. - TED McGEE - (509) 953-1947 Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: LANE LUVAAS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART MAY 1, 2007 2-11-9772 2 OF 2 k(g./g 318' BEAM CLAMP ANVIL FIG. 92 2 2 A IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS. 4.3 4 CUT AND CAP EXISTING UNE. ADD UPRIGHT USING ADACAP. -CUT AND CAP R EXISTING LINE UPRIGHT USIN ADACAP. CO • PLUG. NEW FULL HEIGHT WALL IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS PLUG` 7 4.3 2 ^2 ID 2 BUILDING SHELL LIMITED NEW WORK EXTEND EXISTING MAIN TO "ZONE" PREACTION SYSTEMS PER TENANT. CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. PLUG 9-0 TYPICAL w 2 o -0A CUT AND CAP EXISTING UNE. ADD UPRIGHT USING ADACAP. NEW FULL HEIGHT WALL 2 2 1=I =I �®��cm am®_12211 c2mm= =2== MT CUT AND CAP EXISTING MAIN:" 1R 4 CUT AND CAP EXISTING MAIN. ADD UPRIGHT USING MECHANICAL TEE. 10-0 • !12-0 DATA 0 5-0 ELECTRICAL NO CEILING TIE INTO EXISTING MAIN USING MECHANICAL TEE. 43 { 4 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. CONFERENc: BUILDING SHELL L!1.1ITED NEW 1NORK IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTING/EXTENDING MAINS. TIE INTO EXISTING MAIN USING MECHANICAL TEE. 2 A STORAGE CH 9-0 CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. NEW FULL HEIGHT TIE INTO EXISTING - MAIN USING MECHANICAL TEE. ININ lei 1 NI /` INE 111111 RETAINER STRAP ANVIL FIG. 89X 3/8"A.T.R. ANVIL FIG.146 HANGER RING ANVIL FIG.69 STRUCTURAL BEAM BEAM CLAMP HANGER TYPE D SCALE: NONE 2" CAP CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. NEW FULL HEIGHT WALL BOTTOM OF CORR. METAL PAN DECK (2114" X1" TEK SCREW CEILING FLANGE ANVIL FIG. 128R -31B' A.T.R. ANVIL FIG. 146 HANGER RING--\\ ANVIL FIG.69 CEILING FLANGE HANGER TYPE G SCALE: NONE SYS 3-18 ,SYS3-17 TIE INTO EXISTING MAIN USING MECHANICAL TEE. 4 ===eamamm®mms mmaamsm�®asn cm ma ®� a� m$====®m9=== CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. VESTIBULE CH 9.0 IN THIS BUILDING, THE IDEA IS TO ZONE EACH PREACTION SYSTEM PER TENANT. THIS IS THE REASON FOR CAPPING EXISTING BRANCHLINES AND CONNECTINGIEXTENDING MAINS. SCOPE OF WORK 1. AUTOCAD BACKGROUNDS FROM ALL TRADES IN A TIMELY MANNER, WITHOUT COST. 2. STARTING AT THE EXISTING SPRINKLER SYSTEM BRANCHLINES OR MAINS. 3. PRICE IS BASED UPON THE DENSITY CRITERIA STATED ON THE DRAWINGS FP -02 & FP -03: GENERATOR ROOM: ORDINARY HAZARD GROUP 1I - 0.20 GPM / 1950 SQ. FT. BATTERY ROOM : ORDINARY HAZARD GROUP II - 0.20 GPM / 1950 SQ. FT. THIRD FLOOR: ORDINARY HAZARD GROUP I - 0.15 GPM / 1950 SQ. FT. 4. MODIFYING THE EXISTING ZONES TO ACCOMMODATE NEW ROOMS AS DISCUSSED. ALL WIRING BY OTHERS. 5. RECONNECT EXISTING LINES TO CURRENT ZONES TO ALLOW FOR PROPER COVERAGE/PROTECTION. 6. EXPOSED UPRIGHTS FOR THE NEW GENERATOR AND BATTERY ROOMS. 7. CENTER OF TILE SPRINKLERS IN THE TWO FOOT DIRECTION ONLY FOR THE THIRD FLOOR ACT CEILINGS. 8, NEW PENDENT SPRINKLERS TO BE QUICK RESPONSE, CONCEALED WITH WHITE COVER PLATE. 9. MATERIALS PER NFPA 13 STANDARDS AS SELECTED BY FIRE SYSTEMS WEST. 10. DESIGN/CITY PERMIT/CITY PLAN REVIEW (PLEASE ALLOW 4-8 WEEKS FOR CITY APPROVALS) 11. SCISSOR LIFT FOR ALL AREAS OF WORK. EXCLUSIONS 1. PAINTING OF PIPE 2, DELIVERY TO THE THIRD FLOOR OF SCISSOR LIFT, IF FREIGHT ELEVATOR WILL NOT ACCOMODATE. 3. PROTECTION UNDER RAISED FLOOR AREAS. 4. ELECTRICAL WIRING OR ZONING OF THE PREACTION SYSTEMS. 5. NEW PREACTION SYSTEMS OR VALVES. 6. FACTORY MUTUAL APPROVALS OR GUIDELINES. 7. PROVIDING EXISTING DENSITIES REQUIRED FOR GENERATOR ROOMS ON SITE. - 0.30 GPM / 3250 SQ. FT. 8. REPAIRS OR MODIFICATIONS TO EXISTING SYSTEM TO MEET REQUIRED CODES BEYOND SCOPE OF WORK ABOVE. 9. RELOCATING EXISTING SPRINKLER SYSTEM TO ACCOMODATE WORK OF OTHER TRADES. 10. SEISMIC INVESTIGATION, EVALUATION, MODIFICATIONS, CALCULATIONS OR PE REVIEW ON EXISTING SPRINKLER SYSTEMS OR COMPONENTS (IF REQUIRED - UNLESS NOTED ABOVE) 11. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES FOR HANGING OF SPRINKLER SYSTEM. 12. BACKFLOW INSTALLATION, MODIFICATIONS OR CERTIFICATIONS (IF REQUIRED - UNLESS NOTED ABOVE) 13. OVERTIME OR AFTER HOURS. 14. ASBESTOS ABATEMENT/REMOVAL, 15. TAXES DESIGN CRITERIA THROUGHOUT: PER NFPA #13 (2007 EDITION) AND THE CITY OF TUKWILA HAZARD: ORDINARY SYMBOL LEGEND 41 E - EXISTING SPRINKLER HEAD. • R - SPRINKLER HEAD TO BE RELOCATED. • A - SPRINKLER HEAD TO BE ADDED. • P - SPRINKLER HEAD TO BE PLUGGED. - -7‘/- - SPRINKLER PIPE TO BE DEMOLISHED. - - - - - EXISTING SPRINKLER PIPE. - NEW SPRINKLER PIPE. - -}-F- - - MECHANICAL TEE. MT SWAY BRACE TYPES 1" OR 1 1/4" 1" OR 1 14" SCH 40 PIPE SCH 40 PIPE X11 joileqo TOLCO #909 TOLCO #909 BRACE ATTACHMENT BRACE ATTACHMENT 'Nib, 1" OR 1 1/4" TOLCO #1000 SCH 40 PIPE TOLCO #1000 �tj FAST CLAMP P�� QUICK CLAMP PPE CA P f LATERAL --- LONGITUDINAL TOLCO #909 1" OR 1 1/4" rcob - BRACE ATT. SCH 40 PIPE11 • TOLCO #909 �` r 4111:6 BRACE ATTACHMENT TOLCO 4� #1000 / ~ •�� �,401,1" ��( Nip., 1" OR 1 1/4" \ CLAMPi OR 1 /4" SCH 40 PIPE SCH 40 PIPE Di TOLCO #1000 40 QUICK CLAMP . TOLCO #4A PIPE CLAMP +R 4 -WAY RISER 4 -WAY DJACENT SPACE NEW WORK BUILDING SHELL LIMITED NEW WORK FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" ADJACENT SPACE NO NEW WORK aghp•cel* 1 0-4 - EXISTING 2" BRANCHLINE Ct. • 0 0 ACT CEILING TYPICAL RETURN BEND SCALE: 1/T= pjijD clz*sisis MAY ;02007 Tukwila Fire WASH 0 2 2007 /I 1C THIRD FLOOR HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION O EXIST UP CENTRAL ESLO 14.5 K 3/4" 155°F BRASS N/A A • PENDENT TYCO RFII-QR 5.6 K 1/2" 155°F CONCEALED WHITE 107 A TOP BEAM CLAMP UPRIGHT TYCO EC -14 14.0 K 3/4" 155°F I' BRASS N/A 13 A CEILING FLANGE APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKWILA CITY OF TUKWILA 1 OWNER / ARCHITECT TOTAL 120 OWNER / ARCHITECT FIRE SYSTEMS WEST 1 1 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 #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW LINE PIPE TO BE ALLIED SCHEDULE 40 WITH BLACK CAST IRON FITTINGS. 2. ALL NEW MAIN PIPR TO BE SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 3. ALL PENDENT SPRINKLERS TO BE ON RETRUN BENDS. 4. ALL FULL HEIGHT WALLS ARE SHADED. BUILDING PERMIT # CONTRACT NAME: 1NTERNAP 3355 SOUTH 120TH STREET TUKWILA WA 98168 CONTRACT WITH: THE MARTIN GROUP 1000 HIGHWAY 34, SUITE 201 MATAWAN, NJ 07747 P.M. JERRY MARTIN - (732) 441-0006 SUPER. - TED McGEE - (509) 953-1947 Fire Systems West 219 Frontage Road North, Suite B _) Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: LANE LUVAAS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART MAY 1, 2007 2-11-9772 2 OF 2 • • • 28'-7 •-1.-•Yz.e•-• -,[ 27' —4 1/2' 27' 1/2' 27-9 1/2" 27.-9 77.-9 1 - • ! —4-- r- 1 : : I • % I ; : i I: t I I 4 \°1 P I I ii)CC; 2 2 faL..)."...../iLL.0_, / . -t2 — --z-'.... 10-10:3: i 3:1 i faj 03 2 1-6 03 2 11-6 2 12-0 17" . .3 r.% 2 031 2 26'--2' 26'-2 1/2' (x) 2 7-7 ••• lj I 4-•-%: • ;or: : _ i3- Z — L <•-•-• r.1 g 11 3 3 31 1133 88 ji 13 L / W1ITE SILVE \N'24 1 I 2 2 i'”11. 1 'LOW : / GRE i "--- — 1 . 1 W24 c lig- 2 V 2 16-0 -i, 7-7 1 0 i I I 031 1 v— 1 C7.; ?2 ... : : iro COVEIR BEHON DEEP[ WF BEAMS. . I'M i _ 1 . , I 1 2 : 2 1 1.- - 2 3-8i 16-0; eh 7-7 43 el I 7 1 : t • •tiaan.•••,.., 03 9-10 r_- A A Tr,: 1.<- Lijr v1 /-% • ‘../ 4 1:3 13-;-6 Von x 4-0 r 4. 24-0 • I 4x 24-0 liE 4x 24-0 : I I ----10-101L PARTIAL FIRE SPRINKLER PLAN 1 1 F2.31 SCALE: 1/8" = 1 -0" NnIF: .{ .1 • , .. • Ali • !!! PHASE 3,4 & 5 AREAS SHOWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE. OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'HEAD LEGEND 'AS BUILT PLOT DATE: 02-08-01 ARCHITECT -Li 5005 3R0 SG -UM SE AITLF, WA. 98134. (206) 76 2-3311 1419 KE. LOMBARD PLACE PORTLAND,OR. 97211 • (503) 285-6383 CONSULTANTS . 2 Fit 3/4/5. CEILING DELETED 10- 1 SUBMITTED FOR PERMIT 8L ,th-cwgs c; eater: matefid Cippearing here.1 The or*:g;no! ond unpubiished work. of tire -Sobey C cid the some may net be dupilooted, used without the .written c-ent of the Sobey Cor • '71 ":,••• ‘!, •.f • SABEY DATACENTER DRAWING TITLE: PARTIAL 3RD FLO tf FIRE SPRINKLER PL EXODUS SEA TTI...1 PROGRESS DATE: 4:50.100 FILF. PLOT: PROJECT NUMBER:. 4611 DRAWN BY: 01 CHECKED BY: .R.AF. APPROVED BY: S'ilii 1 : MALE - c • L., : 1:3 13-;-6 Von x 4-0 r 4. 24-0 • I 4x 24-0 liE 4x 24-0 : I I ----10-101L PARTIAL FIRE SPRINKLER PLAN 1 1 F2.31 SCALE: 1/8" = 1 -0" NnIF: .{ .1 • , .. • Ali • !!! PHASE 3,4 & 5 AREAS SHOWN ON THIS SHEET WILL NOT HAVE A CEILING UNTIL A FUTURE DATE UPRIGHT SPRINKLERS (EXTENDED COVERAGE) SHOWN ARE FOR A TEMPORATORY SITUATION TO BE STUBBED -UP TO NEAR THE DEEPEST BEAMS THESE ARE TO REMOVED AND EXTENDED COVERAGE PENDENT SPRINKLERS INSTALLED WHEN FUTURE CEILING IS INSTALLED THESE AREAS WILL NOT BE. OCCUPIED OR HAVE ANY MATERIAL STORAGE UNTIL CEILINGS INSTALLED 'HEAD LEGEND 'AS BUILT PLOT DATE: 02-08-01 ARCHITECT -Li 5005 3R0 SG -UM SE AITLF, WA. 98134. (206) 76 2-3311 1419 KE. LOMBARD PLACE PORTLAND,OR. 97211 • (503) 285-6383 CONSULTANTS . 2 Fit 3/4/5. CEILING DELETED 10- 1 SUBMITTED FOR PERMIT 8L ,th-cwgs c; eater: matefid Cippearing here.1 The or*:g;no! ond unpubiished work. of tire -Sobey C cid the some may net be dupilooted, used without the .written c-ent of the Sobey Cor • '71 ":,••• ‘!, •.f • SABEY DATACENTER DRAWING TITLE: PARTIAL 3RD FLO tf FIRE SPRINKLER PL EXODUS SEA TTI...1 PROGRESS DATE: 4:50.100 FILF. PLOT: PROJECT NUMBER:. 4611 DRAWN BY: 01 CHECKED BY: .R.AF. APPROVED BY: S'ilii INT MALE - TA. • ISO ." IC .; • : :4103. 9 8 RECESSED .•• ;- 4-- ' -,• i 186 14.5 .. -I CENTRAL .3-7- • ‘.6 0 :135 „1/PRIGHT ..-' : - • 155 4443 . /4' ,•z:: ;PO --CENTRAL • • • • - DRAWING NUMBER: P2.31 '7/1d'/ • 5 318" BEAM CLAMP ANVIL FIG. 92 3B' A.T.R. ANVIL FIG.146 IF THE GENERATOR ROOM IS EVER EXPANDED, PAY CLOSE ATTENTION TO THE SPRINKLER K -FACTORS AND INSTALL THE APPROPRIATE SPRINKLERS AS REQUIRED BY NFPA 13. IF THE GENERATOR ROOM 15 EVER EXPANDED, PAY CLOSE ATTENTION TO THE SPRINKLER K -FACTORS AND INSTALL THE APPROPRIATE SPRINKLERS AS REQUIRED BY NFPA 13. IF THE GENERATOR ROOM IS EVER EXPANDED, PAY CLOSE ATTENTION TO THE SPRINKLER K -FACTORS AND INSTALL THE APPROPRIATE SPRINKLERS AS REQUIRED BY NFPA 13. IF THE GENERATOR ROOM IS EVER EXPANDED, PAY CLOSE ATTENTION TO THE SPRINKLER K -FACTORS AND INSTALL THE APPROPRIATE SPRINKLERS AS REQUIRED BY NFPA 13. HANGER RING ANVIL FIG. 69 2 301) 9-1 9-1 302' I 2 303 9-1 2 2 2 9-1 9-1 9-11 305' `306 307 GENERATOR ROOM EXPOSED 2 '309) 9-1 (310; 9-1 314)315 2 2 {/ 20; ?321) \� 2 2 _/ 2 ' /311 3i 9-1 CHANGE OUT EXISTING SPRINKLERS IN GENERATOR ROOM TO 286°F, 5.6 K HEADS 1 (18 TOTAL) 322 p 'tis $q% 6.0 222) 2-8 _ 9-1 8 6-0 2-8 236 ) 25 2 246 6-0 2-8 42 r -1.61umw i 91 (228,, 9-1 9- 38, 39 2 2 9-1 9-1 229 230 0 9-1 _- 9-1 239/) GENERATOR ROOD EXPOSED 9-1 9-1 247 248/ +- ,SR { 254 2 2 YY <323) 6-0 2-8 363 o 2 7 t\255 CUT OFF EXISTING 4" oat MAIN 324 X325 2, 2 9-1 9-1 249 2 0 256 257 231 2 0 251 ?316 ) 326 '327 {328' I ti 1 1 1 1 1 9-1 9-1 9-1 I ADD NEW UNE OF UPRIGHT PROTECTION FOR NEW FULL HEIGHT WALL 2 2 s-0 _ 2.1 {424) -8 9-1 9- /-- /, 426 -;426 \427 9-1 428) 9-1 429/ 2 2 _ 2 1' 1'; BUILDING SHELL LIMITED NEW WORK 1 1/ 4 3" CAP 1 ,i 1'. 1,. 1% 0- 1% :. ,i O-- 1': 6i 0- 14 .:4 9-1 9-1 402 003j / ck Qti 3-0 r- 6-0 410\ O�mQti e.,.11� of 1'. ►:4 3-0 , ; ,6-0 9-1 A4 4" X 16'-10" 9-1 9-1 \409) 1'.'. 9-1 > d ooh 411 9-1 .1' UPS ROOM +w EXPOSED 0 1A° 0 1'. N /1'. 0 9` 9-1 3.0 ! ,6.0 9.1 y416) A3 4" X 21'-0" 1i» __a 1% 423' 9-1 ,417 d (418 ;431 \ ►:4 1" 9-1 ;405) 0 ►:4 9.1 (419) 1' -4 (413 :. 7 CUT AND CAP EXISTING LINE. CUT AND CAP EXISTING LINE. 1 f 1;',i / 1'' _ 1% 9.1 10-4 I 4720 ;421 CUT AND CAP EXISTING LINE. 0- 1'.:. Iii L „ 9410 43 2 I CHANGE OUT \j EXISTING I SPRINKLERS IN UPS ROOM TO 286°F I HEADS (12 TOTAL) 1.� I{ 14 9-1 8-0 1 a 9-1 Al 4" X 14'-0" ---0 tit 9 -lo 9-1 ADD NEW UNE OF UPRIGHT PROTECTION FOR NEW FULL HEIGHT WALL O-- 1% '8.1 114 CUT AND CAP EXISTING LINE. CUT AND CAP EXISTING LINE. ADD UPRIGHT USING ADACAP. 1% O- - 1% 3" CAP 4 -- RETAINER STRAP ANVIL FIG. 89X II 11% Ell 114 414 441 914 111111 STRUCTURAL BEAM BEAM CLAMP HANGER TYPE D PRE -DRILLED HOLE INTO CONCRETE DECK SCALE: NONE 318" DROP-IN ANCHOR HILT! HDI -P HANGER RING ANVIL FIG. 69 3/8" A.T.R. ANVIL FIG, 146 DROP-IN ANCHOR HANGER TYPE F SCALE: NONE 2 2 2 2 2 Z 2 -0- CUT APART EXISTING MAIN AND BULK TO GENERATOR ROOM. THIS CREATES A SEPERATE ZONE FOR THE FIRE ALARMS IN THE GENERATORROOM. FIRE FLOW INFORMATION STATIC PRESSURE: 134 PSI RESIDUAL PRESSURE: 20 PSI FLOW: 4051 GPM LOCATION: S. 120TH STREET & EAST MARGINAL WAY INFORMATION PROVIDED BY: KING COUNTY WATER DISTRICT #125 MARK (206) 242-9547 PHONE CALL MADE: MAY 14, 2007 3:48PM 2 2 2 BUILDING SHEL LIr;11TEn rlEi WORK 1 1 1 1 II 0 0 .21 ti 6_� Vf 2 2 2 2 C - 2 2 3 1% 11; 0- 1% 14 1i Iii 1' _ 1% n 114 :{ Al 4" X 2V-0" 114 BUILDING SHELL LIMITED NEW °FORK 114 4 1% 1% ii 11 1'i 1:i ®rL 114 114 GENERATOR ROOM Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application Demand at Base Of iser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): Ordinary Group II 96 51 5.6 0.5 0.20gpm/ft2 0.31 gpm/ft2 3900.00W (Actual 3905.53ft? 1192.10 66.98 RESUPPLY EXISTING BRANCHLINES OUTS GENERATOR ROOM SYSTEM 1-6. *30.5 BOD (L„ *16-11 FF(, DE ITH CUT APART EXISTING MAIN AND BULK TO UPS ROOM. THIS CREATES A SEPERATE ZONE FOR THE FIRE ALARMS IN THE UPS ROOM. FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-0" on u Al 4" X 21'-0" Al 4"X 21'-0" 3 13-0 A *31.6 BOD 1 UPS ROOM Design Basis Occupancy: Total Sprinklers: Number Of Sprinklers Calculated: K -Factor: Orifice Size: Design Density: Average Density: Area of Application: Demand at Base Of Riser or Point Of Connection Total Demand Flow(gpm): Pressure(psi): Ordinary Group II 96 22 5.6 0.5 0.20gpm/ft2 0.28g pm/ft? 1950.00ft2 (Actual 1964.81ft2) 545.92 88.81 3 A za- 03 3 RESUPPLY EXISTING BRANCHLINES OUTSIDE GENERATOR ROOM WITH SYSTEM 1-18. FILE SCOPE OF WORK 1. AUTOCAD BACKGROUNDS FROM ALL TRADES IN A TIMELY MANNER, WITHOUT COST. 2. STARTING AT THE EXISTING SPRINKLER SYSTEM BRANCHLINES OR MAINS. 3. PRICE IS BASED UPON THE DENSITY CRITERIA STATED ON THE DRAWINGS FP -02 & FP -03: GENERATOR ROOM: ORDINARY HAZARD GROUP II - 0.20 GPM / 1950 SQ. FT. BATTERY ROOM : ORDINARY HAZARD GROUP 11 - 0.20 GPM / 1950 SQ. FT. THIRD FLOOR: ORDINARY HAZARD GROUP I - 0.15 GPM / 1950 SQ. FT. 4. MODIFYING THE EXISTING ZONES TO ACCOMMODATE NEIN ROOMS AS DISCUSSED. ALL WIRING BY OTHERS. 5. RECONNECT EXISTING LINES TO CURRENT ZONES TO ALLOW FOR PROPER 6. EXPOSED UPRIGHTS FOR THE NEW GENERATOR AND BATTERY ROOMS. 7. CENTER OF TILE SPRINKLERS IN THE TWO FOOT DIRECTION ONLY FOR THE THIRD FLOOR ACT CEILINGS. 8. NBN PENDENT SPRINKLERS TO BE QUICK RESPONSE, CONCEALED WITH WHITE COVER PLATE. 9. MATERIALS PER NFPA 13 STANDARDS AS SELECTED BY FIRE SYSTEMS WEST. 10. DESIGN/CITY PERMIT/CITY PLAN REVIEW (PLEASE ALLOW 4-8 WEEKS FOR CITY APPROVALS) 11. SCISSOR LIFT FOR ALL AREAS OF WORK. EXCLUSIONS 1. PAINTING OF PIPE 2. DELIVERY TO THE THIRD FLOOR OF SCISSOR LIFT, IF FREIGHT ELEVATOR WILL NOT ACCOMODATE. 3. PROTECTION UNDER RAISED FLOOR AREAS. 4. ELECTRICAL WIRING OR ZONING OF THE PREACTION SYSTEMS. 5. NEW PREACTION SYSTEMS OR VALVES. 6. FACTORY MUTUAL APPROVALS OR GUIDELINES. 7. PROVIDING EXISTING DENSITIES REQUIRED FOR GENERATOR ROOMS ON SITE. - 0.30 GPM / 3250 SQ. FT. 8. REPAIRS OR MODIFICATIONS TO EXISTING SYSTEM TO MEET REQUIRED CODES BEYOND SCOPE OF WORK ABOVE. 9. RELOCATING EXISTING SPRINKLER SYSTEM TO ACCOMODATE WORK OF OTHER TRADES. 10. SEISMIC INVESTIGATION, EVALUATION, MODIFICATIONS, CALCULATIONS OR PE REVIEW ON EXISTING SPRINKLER SYSTEMS OR COMPONENTS (IF REQUIRED - UNLESS NOTED ABOVE) 11. STRUCTURAL ANALYSIS TO VERIFY LOAD CAPACITIES FOR HANGING OF SPRINKLER SYSTEM. 12. BACKFLOW INSTALLATION, MODIFICATIONS OR CERTIFICATIONS (IF REQUIRED - UNLESS NOTED ABOVE) 13. OVERTIME OR AFTER HOURS. 14. ASBESTOS ABATEMENT/REMOVAL. 15. TAXES DESIGN CRITERIA THROUGHOUT: HAZARD: PER NFPA #13 (2007 EDITION) AND THE CITY OF TUKWILA ORDINARY, GROUP 11 SYMBOL LEGEND E - EXISTING SPRINKLER HEAD. • R - SPRINKLER HEAD TO BE RELOCATED. • A - SPRINKLER HEAD TO BE ADDED. • P - SPRINKLER HEAD TO BE PLUGGED. -/7-4 -7‘/- - SPRINKLER PIPE TO BE DEMOLISHED. - NEW SPRINKLER PIPE. MT SWAY BRACE TYPES TOLCO 4909 BRACE ATTACHMENT I TOLCO #909 BRACE ATTACHMENT 4, .(_........ 1" OR I 1/4" SCH 40 PIPE - LONGITUDINAL SCH 40 PIPE 7 4 , \ TOLCO #1000 FAST CLAMP LATERAL SCH 40 PIPE )07-40 #4. 0. to TOLCO #1000 QUICK CLAMP TOLCO 44A PIPE CLAMP TOLCO 4909 BRACE ATTACHMENT 41-41"ftiallINIXIM I" OR 1 1/4" SCH 40 PIPE v- SCH TOLCO fre 4 (roLco moos ---- 40 PIPE II ilil 4909 Ere -140 SCH 40 PIPE JO ' 41 *re 1411# 4111.- 01 TOLCO #1000 QUICK CLAMP TOLCO 44A PIPE CLAMP ACCE TED O Without Comments O AS Noted In Red Per The Attached Letter '-ese plans have been reviewed by The Tukwila Fire ,vention Bureau for conformance with current city • ',dards. Acceptance is .T.ubjeot to errors and ssions which do not authorize violations of adopted dams and arthinnces. The responsibility for the luacy of design rests totally with the designer. .tions, deletions or revisions 'to these drawings atter date will void thiG,acceptance and will require a bmittal of revised drawings for subsequent approval. acceptance is subject to fie/c1 test and inspection by Tukwila FirePrevention Bureau. and give this job ar\d exact address for stiuti aovli-k or restoration approve; HANGER LEGEND SPRINKLER LEGEND REVISIONS GENERAL NOTES DESIGN CRITERIA AND NOTES SYMBOL TYPE MFG MODEL ORIFICE SIZE THREAD SIZE TEMP FINISH CANOPY QUANTITY MK DATE BY DESCRIPTION EXIST UP CENTRAL A 5.6 K 1/2" BRASS N/A 6-6-07 JS REVISE REMOTE AREA / RESUPPLY ROOMS EXIST UP CENTRAL A 8.0 K 155°F BRASS N/A A TOP BEAM CLAMP UPRIGHT TYCO TY -B 5.6 K 286°F BRASS N/A 80 A UPRIGHT TYCO TY -B 5.6 K 1/2" BRASS N/A 7 HDI -P UPRIGHT TYCO TY -B 8.0 K BRASS N/A 9 A A APPROVALS REQUIRED: DISTRIBUTION: CITY OF TUKVVILA CITY OF TUKWILA 1 OWNER / ARCHITECT OWNER / ARCHITECT TOTAL 96 FIRE SYSTEMS WEST 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 #13. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13. 5.PIPING SHALL BE IN ACCORDANCE WITH NFPA #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER OR HIS STRUCTURAL REPRESENTATIVE. 1. ALL NEW LINE PIPE TO BE ALLIED DYNA THREAD WITH BLACK CAST IRON FITTINGS. 2. ALL NEW MAIN PIPE TO BE SCHEDULE 10 WITH CENTRAL GROOVED FITTINGS. 3. ALL SPRINKLERS IN G.W.B. CEILINGS TO HAVE 1" X 1/2" ADJUSTABLE DROP NIPPLES. 4. ALL FULL HEIGHT WALLS ARE SHADED. BUILDING PERMIT # CONTRACT NAME: INTERNAP 3355 SOUTH 120TH STREET TUKWILA WA 98168 CONTRACT WITH: THE MARTIN GROUP 1000 HIGHWAY 34, SUITE 201 MATAWAN, NJ 07747 P.M. - JERRY MARTIN - (732) 441-0006 SUPER. - TED McGEE (509) 953-1947 Reos.A FIRST FLOOR Fire Systems West 219 Frontage Road North, Suite B Pacific, WA. 98047 (253) 833-1248 Fax: (253) 735-0113 WA CL# FIRESWI 140B1 Q.C. FAB BY: LANE LUVAAS Q.C. INSTALL BY: DESIGNER DATE JOB NUMBER SHEET JIM STEWART MAY 15, 2007 2-11-9772 8 fl 8 0 3 2 ce is 0 0 a a 8 0 CEid0 0 CflU W ^ "' O 0•3•2 L I � Ol ta 0 m ii E g U) n sig X aw 0,1 �m xjJr/ ILI .sa 131 8 u2 -e) a E z 6 a r C1,0 �0 gO BRANCHLINE 1" DROP (SEE PLAN) 1" ARMOVER (SEE PLAN) CEILING -f PENDENT R.C. TYPICAL ARMOVER/DROP 2 8'-S 1/2„ 2 2 2 13-6 10-6 -a1 2 13-0 2 13-0 2 13-0 4x 24.0 2 \ r 2 7-6 y-6 2 16-0 2 16-0 r} E �I'II11 j '71 1-2 2 11-0 C;7 2 13-0 0- c- 0-- 11-0 10-8 t 11 LCOV i j i1k-2)A Q f 1-1140 1-114 -tt - - j 2-0 tsULE 4-10 - - ,1. 2-V 4-10 VEST 3325 CLlR1TT 331A VI. I. 3 1A:9 �-2-I-�-- 3-0 MEN °F 322 2 14-0 3 2 qi-' 2 5-0 10-0 7 2 HALL ulz3,1 TT 1 I 1 AREA A PLAN SCALE: 1/8' -1'-0' 7' T '7 T T T g T j 11 Ii 1 1 j j 1 11 II 1 1 1 11 1 lj 1? 1 1 1 1 1 1 11 ;L- 1 1 ii ij ! I I I. I jl1 1 j 1 1 I1 i I j 1 1 i I 1 rl 1 I i i I • 1, i - 1-- -- 1 I I I • 1 1 1.___Li___________L____i_ -I 1 I •iTi1ij- fi ,- c , . 1 1 1 a 6. r ij. I 1 _t. - 1 - i .1 1.1 r I 11 1 i 1 j I I? 1 I ; ; 1 1 1 1 1 1 • I - 1 1 11 i 11 i 11 ----1----1----4-1--------4-----1,--i------ii-----ti-- 1 ---1----1-----I--1-------i'-----?------1{-----j- 1 1 1 1 ? 11 j? 1 1 II 1 Ij I ---t--1----1-1----- 111 ---1--------1?ii -- Ij--------0 - 1' i i i t 1 11 ji 1 1 11 I 11 it 11_1_4d_ -----i____?-1___{1,-------- 1 1 1 j 111 jl 1 1 1 I I1 ji I 1 , 1 1 ij 11 ,___,_i_l__ .1J _f______i____i______r____l_ SCOPE OF WORK I. ADD AND RELOCATE SPRINKLER HEADS FOR NEWLY INSTALLED BATHROOM (AREA A). 2. ALL UNDERGROUND IS EXISTING 3. ALL. WIRING WILL BE DONE BY OTHERS 4. ALL DETECTION WILL BE DONE BY OTHERS GENERAL NOTES 1. IT 15 THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE INTEGRITY OF THE SPRINKLER SYSTEM. THIS INCLUDES ADEQUATE HEAT AT ALL TIMES TO `.PREVENT WATER IN PIPES FROM FREEZING'' IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 2. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER SYSTEM PIPING (HANGERS $ EARTHQUAKE BRACING) 15 THE RESPONSI3ILITY OF THE OWNER AND/OR HIS STRUCTURAL REPERSENATIVE. 3. ELECTRICAL WIRING 15 TO BE PERFORMED BY OTHERS. THIS INCLUDES ALL ALARM AND MONITORING WIRING. / 6 4. PAINTING OF PIPE, MASKING OR UNMASKING OF \ / SPRINKLER HEADS, AND/OR PREPARATION WORK FOR PAINTING 15 TO BE PERFORMED BY OTHERS. 5. ALL MATERIAL TO BE UL APPROVED 6. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT DIMENSIONS SHOWN AS (1-6) WHICH INDICATES AN END TO END DIMENSION OR "CUT TO LENGTH". 1. ARM -OVERS OVER 2'-0 LONG TO HAVE HANGER INSTALLED (WHETER INDICATED OR NOT). 8. ARM -OVERS TO HEADS TO BE I x0-6 UNLESS NOTED OTHERWISE. q. IF HEA 5 ARE REQUIRED TO BE CENTER OF TILE AND OR AT QUARTER FONTS THIS 15 TO BE AT A TOLERANCE OF PLUS OR MINUS 2." HEADS ARE TYPICALLY SHOWN AT CENTER OF TILE AND/OR ALIGNING WITH LIGHTS FOR LAYOUT CONVENIENCE ONLY AND MAY NOT SE INSTALLED AS SHOWN.' 10. EARTHQUAKE BRACING, HANGERS, METHOD OF HANGING, AND PIPE TYPE SHALL CONFORM TO NFPA #13. II. .10NING' OF PIPE AND FITTINGS (THREADED AND WELDED) SHALL CONFORM TO NFPA #13. 12. ALL SYSTEM PIPING SHALL BE HYDROSTATICALLY TESTED AT 200 P51 FOR TWO HOURS IN CONFORMANCE WITH NFPA #13. 13. A STOCK OF SPARE SPRINKLER OF EACH STYLE, TYPE, AND TEMPERATURE RATING ALONG WITH A SPRINKLER WRENCH SHALL BE LOCATED AT THE MAIN RISER. 14. WHEN SERVING MORE THAN 100 SPRINKLERS, AUTOMATIC SPRINKLER SYSTEM SHALL BE SUPERVISED BY AN APPROVED CENTRAL, PROPRIETARY OR REMOTE STATION SERVICE OR LOCAL ALARM WHICH WILL GIVE AN AUDIBLE SIGNAL AT A CONSTANTLY ATTENDED LOCATION. (UBC SECTION 3803) 15. THE OWNER 15 RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25, 4:15 EDITION. TH15 WORK MUST BE DONE BY QUALIFIED a PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED TI -41S SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING AND MAINTENANCE OF THIS SYSTEM(5). ( 7 ---0 11 t -----111-- 11 jj1 jj ----0 _ rt.p.r1.....t„aa�tf:„_EwYt.tlfM.I.ItrYfl..M1r� „/f_R.1r.r.e„•t„R�r.f.rwr. i ra711 la1Hr RrI::IARlap:nIraIra .rnRsnlirwir hie Rarr: nri■r.s,..-y5.:d[- .. �r ra�..�r".. iia-r••��•.• r:::irr...: �"' voleesou•U .�r+•ni:r.."ao.:::::r: RIP,:. ..`�l� .. ' } rw p„.....o....urw....= ..,.. ::.... ti 7......=111.111fatll owl: int t■!i #E'r ir."11 ' d •:=.............71.....7.7t:-tru yr]" .i1 IR . t- .r. "...::.�:.....a.:Q:..,X ..........,... .r.L:::. a:...a� ::. im �•nlarglii- ad a i rare 1 tim."Iuminviirali 11 i 1 AIINh ININ Nmm MINI i`,Elmli 1R 1 hlI1N IRTI ill 1 I •:•ai:a. •, r .::::.. • r.�1 *ON 12i: • :ur _.. M�, .. • Y���yq�R r::•.•.„aaa . 0- f 1 _ I 1 1._ -____ 1 i ' I 1 1 I , --- r-,_t_44.x-.-_- _r_ -_--r------7-t------7---t-----y- , ---t----_•---- 5:---- € _ ; 1 j j j . i u• .._.1.--_. 1_____I �1.- %-1 i - L r 1 . I 1 11 1 1 1 EI II 1 l I I t , i"-` t 1 11 i s ----0 0-------- r ai-� ro..+c a.•• m-.21 'Y=~ a..a r�..a� ii::• NN.iY.�Yrrw .•ra1 �r p„rrr __ � �ar a „ _�faraaa. r� �v.is„f�s•-.OH „ taKncIuu n:nnNrnranann tnrtransuIun rara,r'�llar.lOSY V .a r.a.r •WJ1 1Y/ Y. I sunNilu[rrca ". "" , 31111.101-- riW.1J.. .�J lCr ' 1111113- Il cam! ..�.n��,,....r rrr. MUM narrurrrrRrxalrnn �+ _ RwrrstsunttLb - ;a•E r . 4 VUIffe Ia 2[[ii[a n[.�!•s: - .; z:;.. -Vi.... t...===,1_-....=-1===�-..,, .; - . a.:. w...P:..J P :. .turar:: maimiximmalli .-1, .1ani/PiiIIl1 , s IAI�. err>.rr!�.�•E . rmir�arr.. .rw u-.a.E E r .rU..Ni E r �iyy-. .. aa�.rr.a.a.+ -�iw-. :•..��- a.ii lZ i� ` „NA. RIM " _ 11 t�I�II�'rr, awe Y--- ' c.: . g$; rr..r.rrr ....ao,rrrrrw.. r='/ r.ar -�: a ......z__,..;- rrr.-uiiiarr aasaeli4LsrLr . .. ia�IA4aaRi �'rr SfiY ��a an Nlirll�!` - - ry c a'.. -.,rrr ..--.. a- ri�r..a..�aamr ."a .r=:.: -:E - r: ��rrEE.Mrror I:. .."••• --rr"�e::::ru:'"' L...„..s:ac=.r., -i ::.'.J.C.M.i -` tea M...--.e.r..r. �I•>:.r.o:-r..... �_ 4.a-.a.rr mooei u�'-a.-.a....r.+r1 �+ .:ice... --.-.r. '.+... ri.a ..rri'•"i�„a�w:e %"„:....w':::i-"a'w In iirliW s :r,^25ii 4f_ r.=ii fE -.sil�f.7e�'JtiilffiiYll tMtsll�l�RIORIMIIIIiii ed l� It J_ 0 1• i�Irari.:1=Cr':."1"4=S"'"27:FE2%....iill""".:1: .. rrrrrr .-.EanetTEl' R".�r, ISEE INEM t a.� irsr oo wrings!, -+i• -i +eR v�'i'S.rs "irr ��'iSr:."+�ortrr:r_=rr..•rr_...-- w4==,�,..�tr.•.ru-r x...27- .�.7c,== rnsa----r. iiL.. r(i ._i...w..ar. -a-=.-r mar. -..rrrzra .. r r.. . C::.oar. r'.u-r=ri.:cr •ver `.„ ra.�. aur■. r:rurr . , rr• �rzr.'•" 3--A..�-svr-,a,,.- �-.4.1-r.::==.a-7i �... �r-.rnc.rrror.a.-mi ra.- rr •a•� r... r rr.n. kS..� 7. r_.neror-- rTa/r MrYi Vfrr .ar0.�a-.-�: dor-r-i r..�.�. .'m :raYN�l C.7. -rr,1.4�r r .-ar.�M.::�.rr+a.0 W .r-n�V u ��Ilv�:gL.il NEWEIMI§ .=.....=_-= ::::::::2=1.",,:�rrr rrC-r ar �.ti:r rr.,�.. r.% olk _ _ :If.'r'�r'�.:a r -r- r.w ----_ -___n.rr"r'.-.. rn. s �rr.arr-rrrr:-rr n 3�a �.... molut =5:41"4•61•0:=.11•1•• :: r Ir:a �e..: `frrs- wrrr _ A■ 7 1 [R ;•i -S.rr *Q G I-�' iiiiiiTi Milli iR[RR [a-�.� Ii rr.- F•1...�,.� :::� - -_snmunoms ran ointansm n...mmnt; rr=N�rtYrrR,.c r.rr-amrr►v �a'�' :�.► ?,=:�...,.,.,.•.,,,,.r....�.,.,� .,,-T.._...,.,.,- --ursnu�uu[in[t�nRttrrcn[u[ , rnnmml r..r..r��=o_ rr.=.rr>.rrrrrr. Ili Y•�'r!"�S!"!a a!E!31ra[14a.!.�Sa>�talug 61I. 1�. � ,` ►'�Z `24==j0"..... - La!!nn[In![ni unnnmann r i.. ii a(l a .:..M-r��!�.r�r-m.--.;:i,.rr.. rrr-r�vr".s..�::3�T�A3 - _ •` wuitivrir =^- +..o rrr„...5-..,,,=fp `gym --w fir" T11 T�r•t tIrIN►' nil• ': .".,'ri'•'''' ..2r-.w-..rr �r"r r1[i ear a :ii u. i I1�� :�U� --�1� ''==..r=r.<r.� 1= rte'. "'1 I I r L I I -I t I 1 - - t--.-' La . • • 1• i i • .1 I .i - 1--.. ---I� 1 I l 1 1 1 1 1 Ii 1 , .1 .. , .1 .1 3 I 11 Ij 00 1 AREA PLAN SCALE NOT TO SCALE YR. altitlit•fla•1111.11MS• 0•111•1421•11f W.W.I .ter: „w.,:r...:a.. r..rr� r-„ 11 11 1, 11 I! 1I { 11I1 11 0 G0 00 0 11 1 1, _ -_.-0 ---0 ---0 (8) F 1 DESIGN NOTES: 1. ALL NEW THREADED PIPING TO BE SCHEDULE -30 OR 40 BLACK STEEL WITH DUCTILE OR CAST IRON FITTINGS UNLESS OTHERWISE NOTED. 2. I-iEADS ARE NOT REQUIRED TO I5E CENTER OF TILE AND/OR ALIGNED WITI-I OTHER ELEMENTS. Thes e plans ! Preventi^n B For Th LE t PROJECT: instr ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com Bathroom Remodel Sabey Data Center Intergate East, Bldg 5 3355 South 124th Place Seattle, WA 98168 PROJECT WITH: PTSD Without Comments As Noted in Red Per The Attached Letter ed by The Tukwila Fire with current city -ors and of adopted for the finer. gs atter will require a s or subsequent approval. Final acceptance if3 suhect to fie'rd test and inspection by The Tukwila Fire Prevention Bureau. Date: Si I J 0 7 By: REGISTRATION: REVISIONS: t TMK fliftWILA FIRE DEPARTME 1 II Please call: 575-440Z ;,.,,,. land give this job .'No.07-S-/,)._o I, .dt address for shut+ rastoration approval; ' 2 3 4 NO. DATE DESCRIPTION SYMBOL LEGEND SPRFE E R LEGEND D HANG ER LEGEND SPRINKLERS USED SPACING 74 HYDRAULIC CALCULATION REFERENCE POINTSPRINKLERS BRACING SPKR THRDNEW SPRINKLER O IFIAND TYPES UPRIGHT PEND. TEE SIM UP AND DOWN A "U" HOOK L "L" ROD Susi MFG MODEL/SIN # K -FACTOR TYPE FINISH TEMP QTY MAX MIN COACH SCREW ROD M MACHINE THREADED ROD • TYCO 1-FRBIR'-3431 5b RECD 85P QR SCGII�1`INA-IT 155 _ 8 --•-.- EARTHQUAKE G UP SYMBOL OPEN G DOWN C "C" CLAMP N NUTS AND WASHERS PIPINGOPEN PIPING 1/2" Mgr 3/e" Vie 1/r SPRAY O ® 1/2" D TOP BEAM CLAMP P POWER DRIVEN STUD _ EXISTING ©• 1' 1/2' (l r E EYE ROD R WEDGE ANCHOR --/ PIPE HANGER 3/4r SPRAY 3/4" 1" ® 1/2" F FLUSH SHELL T ■ 0 --0- GROOVED COUPLING17/32• :lie CA OF PIPE ELEVATION FROM BTM OF DECK +1a -I11111 FIN FLR • 1' 1" ® I" G CEILING FLANGE U 0 1/r 3/e• vier 1/2- SIDEWALL <1 ® 1/2' 1/2" m 1/2' H SIDE BEAM BRACKET W WELDED KNEE BRACKE - C/L OF PIPE ELEVATION ABOVE _ - ® 4 1" TEMP RATINGgZe $ 212' 35rf J "J" BOLT X 1' 1/2" DRY TYPE 0 ♦ 1- K SHORT CLIP Y TOTAL 8 McKINSTRY DMSION: FIRE PROTECTION DESIGNED BY: TODD M KOM50L DRAWN BY: TODD M KOM:30L CHECKED BY: RF JOB NUMBER: 316.92 DATE: 5/9/2001 SCALE: SHEET TITLE: AS NOTED FIRE PROTECTION SHEET NUMBER: FPIo41 c2/- 5- 40 PAID MAY 10 2001 Tukwila Fire 6`;° 0 0 ACCEPTED Wthout 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 starxiaras and orainances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings atter 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: /1 - 2 i S- By: / , -- TUKWILA FIRE DEPARTMENt Please call: 575.440 and give this job No. No-S-ay3 ,.. and exact address for shut+ down or restoration approvals; SCOPE OF WORK RELOCATE FOUR(4) SPR I NKLERS AND ADD TWO (2) TO EXISTING PREACT I ON SYSTEMS TO ACCOMMODATE TENENT IMPROVEMENTS SYM PREACT I Oil SPR I NKLERS DESCRIPTION TEMP QTY 0 0 • GIE� comaMme. EOASS UPRIGHT 14.5K (EXISTING) TYCO BRASS & RIGfT .1/21 (MEM TYCO BRASS HORIZOIffAL SWEWALL 1/21 (AM) Canna MOD. E9.O CHR.REC.PEND 14.3C (EXISTING) TYCO HOD. EC -14 COIL REa PEND ICE (ASD) TYCO MCO. EC -I4 REa. - 14►GC (RELOCATED) 1 ' issa iss• 1513' 155. 1'55' N/A N/A 2 4 GENERAL NOTES SPRINKLER SYSiEM DESIGN PER N.F.P.A. f13 2 ALL. MATERIALS. SHALL: OE NEW AND U.L. LISTED CR F.M.ARROW 3 ,FIRE SPRINKLER SYSiEM To E INSTALLEa; .DiACED: ANO: N.F.P.A._113 4 IN LOCALITIES: S EK.'T: TO FREEZING CCNDITICNS- IT IS TY To PP_RRWWIOE HEAT IHRourIIOUT.:THE ET PIPE SPRIIELER SYSiEY:AREAS PIPE , KLUGE MID O1HER .TYPES .CH' VALYEs CONTROLLING WATER SUPPLIES 5 FIRE PRORECTICN CONiRAcTCR SHALL NOT BE .IESPCNSI STRUCTIlIE TO ADEifX1AiELY SUPPORT THE FIREisFRINKLEi .SYSTEM.CR 8 ALL ELECTRICAL PAINTING OF PIPE:. FU INQr .CUTTING. 7 SPRIH1IER HEADS ARE NOT HEICEssARILY LOCATED . IN INT CF CEILHNG TILE 8 EXISTING SPRIMIER SYSIEM.:HYORAILICALLY CAI aLATfD QP.M. ISOO 94 FT. 9 RELOCATED HEADS ME ON I' SCH.40 ARY OVERS, ADDED INES TO MATCH. EXISTING PIPE SCHEDULE. 10 AREAS' *OUTSIDE SOME OF wIORK NOT SHOWN. AND AAE TO I I SPRINKLER` HEADS ADDED` MD RELOCATEDTO ACOOWOOA 12 THE `OWNER IS RESPONSIBLE :FCR THE PERIODIC 1 MANCE. Cr THESE FIRE SPRINNU.ER SYSiES IN ACCORDANCE WITH 1995. ADDITION. THIS WORK MUST: BE DONE BY QUALIFIED. PERSONNEL PERIOD • 'HAS EXPIRED. THE COMPANY THAT DESIGNED ND I THE QST QUALIFIED TO PROVIDE THE' ONGOING LONG TERM TESTING`THIS SYS'i S)' IN �wooao�wc� wln� THE: �RS�I�PONSIBILI AHO IN EltCLO�IE$ FOR ORY To SPRIHN�LFR SYSTEMS THE ABILITY. n T� OR. PATCHING .T0 � BY DINERS CENTER POINT at tElAli1ER PO ANO OESIq�EO T0. PROV1�6 HEADS. AND NEw �tMICH L iEYAIN AS IS. TE TE7iANIT I NSPECTION. TESTING AND: MAI R©QUIRE�ITS OF IPPA 25 STARTING AFTER THE WARRANTY NSTIILIED THIS SYs1EM IS SERVICINQ� A110 MAINITANCE OF Mina 1®C II Liii �� - -'■-'c 3 " omm 2 IIMI®MI 1 ®MI 1 . EPIEIEMPA 1 111111111111M111 . 111 � �? [1111® I®� I ■■ !'-''A'nII1■ I 1 NMI. . - al . ®i®IeiteIII ® ®® f® I�®!Iell■e Ile ® imm=iirmumo a liril ems® I I I 11111 MIN lig alp ERRE EWII M.azi Illellirtillli _4111111COliiiiiiiiiiiiiitisiiiiiiiiiL aliiiWAL-aiiiiiiiiiiiiiiiWit EIEIIMPMEIM! ■��iavit1t� ra-� . r� ��:�a® S�AI� �t 1 �IP� :LP.EPP!IEEBMEEPAEEIEERII NMI •- maim �i/L'D' Nom 1114 -DO _D® ig D® DO D® J®. CONCRETE ANCHOR BALL THREAD ROD -PIPE RING DRILLED CONC. ANCHOR HANGER LEGEND NEW PIPING EXISTING PIPING DEMO PIPING C MIN MEP 1 ® / ------i-�------ _ -_---- 1C-- - r�------�'-_----�--- - -- -z - ® ■■ 1 ®i1N eI1�\ ® Im 1 1 I, i J. xa.. e>§,. I �® F __ ■■ I I ®® INNS num ARCHITECTURE PHASE 2 OM MIMI - - 5005 3RD' AVE SOUTH SEATTLE,WA. 98134 (206) 762-3311 1419 N.E. LOMBARD PLACE PORTLAND;OR. 97211 (503) 285-6383 CONSULTANTS PHASIV Imus ��i�ll<L-� . �_� in mu ilio �" �� ® BM HI iummileloa MIMI IMIIIMmumalli IIS®®IlI®I! ire swim au minimums 1 C =mom CII 111111'J®I111tLe 1 I e®111111I SIM o e MEE10111511111111111111111 H_____iniiiiai__ —nIIiuiat�®Wil_IaIrm® I IIJ I ■I111II_1 ri-7- Km W ■� i�11�1� wails�4!��'nl W1�1•f�l�l NI Ell utmlisimms �. I • ® 1 ®ISI 1 11111111•1�IPIN AT 3 6 CL IP'C' ME CII% ® HIR s'M111111 MEM= ®� I MIN= 1111M1111111111111111111 IA CMOS=5 11111 lite 111111111111� IMIIIIIIIIII®IMMIIIIIIMMI® lIItII llI®t_ malinallem nu®Btu 111111111111 HIIIIILIIIIMIMIIIII ilw. MEM 1111111111111111M1111111111110111 EOM MN MINNINI/111/1<11L"'��tr Q 11-21-05 'AS Bar Q 12-30-04 MOD / RELOCATE SPRINKLERS FOR RACKS / CABLE TRAYS RELOCATED PENDENTS 19 ADDED PENDENTS 17 ADDED UPRIGHTS 4 ADDED SIDEWALLS: 14 REVISIONS Mill LIMN lid LT II iC Ni II IL ________ ®1 riM �4 2iII I III ■aC: . I® ■I 1 I _ �� IP 1 I®_e III-� 1 MINI -OM ■ MIMI ■ e1111 1IU ■ 1111111111111.111111111 IMO 1 will 1 ' III MIN©u I ■INNI 111111 1111 MEM 1111111111111111111111H1 1 MN MI MIMI 111111111111•110111111111111 I® I ■ I I ®► I I 11®I .. ..... . I � II III 1111110111111111111 Imo® ■ P I ' I 13 -6"C i II _iiin' ��EMEmmemmuna IIsar-=ate niSMA �IL :11101mum„m _ imipmmi„gli RIPE 1111111'' 'I I ■.IPI GAT 13-6 liMiiiiiiiffiiii 1 Miiiii `,ra NEW ENC OSURE MIN111111 ri 111111111 MIIHNIIIIIIIIIIIIIINWEININNIMENINIIII AL in kims.....inumissomme memimmionnism—iim „Aimmizzimmr--,..4=101111011111111111trAIIIM11113 111111111E4111MOrMIIII Imo( ® 0111111111/11.111111111111 1111111•11111111 IMHIPAIIIIIIIIIIIIIII 1®k�I 11MP I -f muI I MN ■Ilii liarill1°' 1 `.Ji �C �® mac■ LIMI MM. A 111111 HIMIIIII EIIIMIIIIItllIlIllrrjIIIIIIIIIIIIIIIEIII VI Mill= 11 .. 'MEM l'" " e 4 11 111! 11!I®111 _ 111111111111 IUU!iI lH'lII IIfluiIIII PRZ-2-20 ROL ORI PRZ-2-19 PRZ-2-21 PRZ-2-I8 _ PRZ-2-16 PRZ-2-15 PRZ-2-7 PRZ-2-8 PRZ-2-17'1 PRZ-2-I4 PRZ-2-12 PRZ-2-13 KEY PLAN PRZ-2-6 PRZ-2-5 ISSUE DATE All drawings and written material appearing herein constitute the original and unpublished work of the Sabey Corporation and the same may not be duplicated, used or disclosed without the written concent of the Sabey Corporation. RELOCATED 4" STANDPIPE riliaerggtespeast e � wrainlis Noma epiom U111111111111Fn� g 11 F151114-111 1110111111 E1111111 �1. 21ri 3 11111111111111i'leo MIIP 111 1111111"_mom II I „Nil 4161p,11111111111111amill 1"1111riall LgirirairE115111111 Ilirift111 1 e 1111miamliramagi nip (Q) PaTTiaL FRE SRI\ ALL PIPING A SCALE: 1 /8" = 1'-0" <LE� D NLESS.NOTED OTHERWISE. LA\ F2.25 (T) DRAWING TITLE: PARTIAL .2ND. FLOOR` -FIRE SPRINKLER PLAN: 1 /8" =I'-0" 3 20 2 4 8 15 7 11-21-05 'AS BUILT MS BLACK D I AMOND TENENT'' IMPROVEMENT PROGRESS DATE: 10/18/04 FILE: . PLOT: . PROJECT NUMBER: op DRAWN BY: J MCCLELLAN CHECKED BY: R.A.F.. APPROVED BY: DRAWING NUMBER: NOV 14 200E (h -S—°10