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HomeMy WebLinkAboutPP - 2896 SOUTHCENTER MALL - BODY JEWELRY PLUS - PERMITS AND PLANS2896 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-257 08-S-304 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vanilla Box 2896 Southcenter Mall Permit No.: 08-S-304 Date: June 11, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 'Hydraulic Summary Job Number: KS0407 Report Description: Ordinary Group II Job - Job Number KS0407 Design Engineer Adam Kanter Job Name Vanilla Shells 2896 State Certification/License Number WESTESF136QF Address 1 Southcenter Mall AHJ City of Tukwila Address 2 Job Sae Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP-1.cad System 1 Remote Area(s) . Most Demanding Spnnkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area 0 Application 1073.25ft2 (Actual 1073.25ft2) Additional Hose Supplies Node Flow(qpm) Number 01 Sprinklers Calculated 15 Coverage Per Sprinkler 100.00ft2 / 1 •T "� •- ►�_1 : ' :����a4%..' �r !" 4410 Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 368.65 618.65• Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.31 between nodes 185 and 250 Maximum Velocity Under Ground 1.39 between nodes 1 and 444 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3063.62ga1 1.35ft3 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.406 618.65 73.860 65.546 • Contractor Contractor Number KS0407 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web -Site dL�, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:38PM Page 1 © M.E.P.CAD, Inc. 4fiAutoSPRINK© VR5 v5.2.6 06/02/2008 2:01:41 PM Page 2 . ummary Of O utfi Sowing Devices 1 Job Number: KSO407 Report Description: Ordinary Group II Actual Flow Minimum Flow K -Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 115 28.78 20.00 5.6 26.421 Sprinkler 114 28.34 20.00 5.6 25.616 Sprinkler 113 27.71 20.00 5.6 24.477 Sprinkler 112 27.29 20.00 5.6 23.754 Sprinkler 107 22.67 20.00 5.6 16.381 Sprinkler 106 22.55 20.00 5.6 16.217 Sprinkler 111 27.29 20.00 5.6 23.750 Sprinkler 108 26.89 20.00 5.6 23.054 Sprinkler 105 21.06 20.00 5.6 14.150 Sprinkler 104 20.96 20.00 5.6 14.006 c. Sprinkler 101 20.00 20.00 5.6 12.755 Sprinkler 103 20.50 20.00 5.6 13.403 Sprinkler 110 27.25 20.00 5.6 23.677 Sprinkler 102 20.17 20.00 5.6 12.969 Sprinkler 109 27.18 20.00 5.6 23.564 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 4fiAutoSPRINK© VR5 v5.2.6 06/02/2008 2:01:41 PM Page 2 P�9 Node Analysis Job Number: KS0407 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 143 17-6 2P0(8-0) 33.094 144 17-6 2P0(8-0) 32.894 185 17-6 2P0(8-0) 32.823 171 17-6 P0(5-0) 27.893 176 17-6 P0(5-0) 27.796 189 17-6 P0(5-0) 25.686 194 17-6 P0(5-0) 25.626 250 17-6 2P0(5-0) 17.426 204 17-6 P0(5-0) 24.861 209 17-6 P0(5-0) 24.810 264 17-6 2P0(5-0) 14.760 268 17-6 P0(5-0) 14.543 272 17-6 P0(5-0) 14.405 278 17-6 E(2-0) 14.400 226 17-6 E(2-0) 24.669 232 17-6 E(2-0) 24.664 292 15-4 50.912 348 -16-1 P0(37-8'%) 66.631 444 -14-1% BFP(-4.500) 70.386 478 -16-1 LtE(16-0) 66.684 115 12-0 Spr(-26.421) 26.421 28.78 114 12-0 Spr(-25.616) 25.616 28.34. 113 12-0 Spr(-24.477) 24.477 27.71 112 12-0 , Spr(-23.754) 23.754 27.29 107 12-0 Spr(-16.381) 16.381 22.67 106 12-0 Spr(-16.217) 16.217 22.55 111 12-0 Sprj23.750) 23.750 27.29 108 12-0 Spr(-23.054) 23.054 26.89 105 12-0 Spr(-14.150) 14.150 21.06 104 12-0 Spr(-14.006) 14.006 20.96 101 15-0% Spr(-12.755) 12.755 20.00 103 15-0% Spr(13.403) 13.403 20.50 110 ' 15-0 SpI(23.677) 23.677 27.25 102 15-0% Spr(-12.969) 12.969 20.17 109 15-0 Spr(-23.564) 23.564 27.18 i 1 -22-0 S 73.860 368.65 (ly © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:44PM Page 3 ill Hydraulic Analysis Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ao Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 11-0 Pf 2.863 101 15-0% q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.075 268 17-6 14.543 3E(2-0), PO(5-0) 22-0 Pv BL 1.610 Q=60.67 9.56 C=120 0.125862 1-8Y2 Pf 0.217 268 17-6 14.543 Pe 264 17-6 14.760 1-81,4Pv BL 1.610 Q=102.69 16.18 C=120 0.333233 8-0 Pf 2.666 264 17-6 14.760 Pe 250 17-6 17.426 8-0 Pv BL 1.610 Q=147.91 23.31 C=120 0.654476 15-6Y2 Pf 15.397 250 17-6 17.426 8-0 Pe 185 17-6 32.823 P0(8-0) 23-61APv CM 4.260 Q=147.91 3.33 C=120 0.005727 12-6 Pf 0.072 185 17-6 32.823 Pe 144 17-6 32.894 12-6 Pv CM 4.260 Q=257.68 5.80 C=120 0.015993 12-6 Pf 0.200 144 17-6 32.894 Pe 143 17-6 33.094 12-6 Pv CM 4.260 Q=368.65 8.30 C=120 0.031021 403-1% Pf 16.878 143 17-6 33.094 44-3 Pe 0.939 292 15-4 50.912 2cplg(-1.500), T(26-4), 2fE(8-11 %z) 447-4'% Pv CM 6.357 Q=368.65 3.73 C=120 0.004416 242-10% Pf 2.099 292 15-4 50.912 232-6 Pe 13.620 348. -16-1 66.631 8fE(12-7), BV(12-7), 2fE(10-0), 475-4% Pv 2Ee2(8-9%), CV(40-3), GV(3-9%), PO(37-8%) FM 8.329 Q=368.65 2.17 C=120 0.001185 12-5% Pf 0.053 348 -16-1 66.631 32-0 Pe 0.000 478 -16-1 66.684 fE(16-0), LtE(16-0) 44-5/2 Pv FM 10.420 Q=368.65 1.39 C=120 0.000398 28-2'/2 Pf 4.544 478 -16-1 66.684 83-0; Pe -0.842 444 -14-1% 70.386 4LtE(16-0), BV(19-0), BFP(-4.500) 111-2'/z Pv UG 10.400 Q=368.65 1.39 C=140 0.000302 110-2 Pf 0.067 444 -14-1% 70.386 111-7 Pe 3.407 1 -22-0 73.860 E(35-1), 3LtE(25-6), S 221-9% Pv v Route 2 DR 1.049 Q=20.17 7.49 C=120 0.132147 8-11'/ Pf 2.506 102 15-0% q=20.17 K=5.6 12.969 Spr(-12.969) 10-0 Pe -1.075 278 17-6 14.400 5E(2-0) 18-11'/2 Pv BL 1.610 Q=20.17 3.18 C=120 0.016406 0-4 Pf 0.005 _ 278 17-6 14.400 Pe 272 17-6 14.405 0-4 Pv BL 1.610 Q=40.67 6.41 C=120 0.060054 2-3Y2 Pf 0.138 272 17-6 14.405 Pe 268 17-6 14.543 2-3'/z Pv Go Route 3 DR 1.049 Q=20.50 7.61 C=120 0.136235 4-31 Pf 2.077 103 15-0% q=20.50 K=5.6 13.403 Spr(-13.403) 11-0 Pe -1.075 272 17-6 14.405 3E(2-0), PO(5-0) 15-3 Pv v Route 4 DR 1.049 Q=20.96 7.78 C=120 0.141894 11-1Pf 3.135 104 12-0 q=20.96 K=5.6 14.006 Spr(-14.006) 11-0 Pe -2.381 264 17-6 14.760 3E(2-0), PO(5-0) 22-1 Pv v Route 5 DR 1.049 Q=21.06 7.82 C=120 0.143239 9-10% Pf 2.992 105 12-0 q=21.06 K=5.6 14.150 Spr(-14.150) 11-0' Pe -2.381 264 17-6 14.760 3E(2-0), PO(5-0) 20-10% Pv v Route 6 DR 1.049 Q=22.55 8.37 C=120 0.162494 11-1 Pf 3.591 106 12-0 q=22.55 K=5.6 16.217 Spr(-16.217) 11-0 Pe -2.381 250 17-6 17.426 3E(2-0), PO(5-0) 22-1 Pv a. Route 7 DR 1.049 Q=22.67 8.41 C=120 0.164020 9-10% Pf 3.426 107 12-0 q=22.67 K=5.6 16.381 Spr(-16.381) 11-0 Pe -2.381 250 17-6 17.426 3E(2-0), PO(5-0) 20-10% Pv Qi Route 8 DR 1.049 Q=26.89 9.98 C=120 0.224994 7-4% Pf 4.137 108 12-0 q=26.89 K=5.6 23.054 Spr(-23.054) 11-0 Pe -2.381 209 17-6 24.810 3E(2-0), PO(5-0) 18-4'/z Pv BL 1.610 Q=54.14 8.53 C=120 0.101948 8-0 Pf 0.816 209 17-6 24.810 Pe -0.000 194 17-6 25.626 8-0 Pv (, ©M.E.P.CAD, Inc. 411AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:48PM Page 4 © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 2:01:48PM Page 5 Hydraulic Analysis 1 Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.610 0=81.43 12.83 C=120 0.216955 10-0 Pf 2.170 194 17-6 25.626 Pe 0.000 176 17-6 27.796 10-0 Pv BL 1.610 0=109.77 17.30 C=120 0.376992 5-6% Pf 5.099 176 17-6 27.796 8-0 Pe 144 17-6 32.894 PO(8-0) 13-6'/z Pv v Route 9 DR 1.049 0=27.18 10.09 C=120 0.229591 3-5% Pf 2.174 109 15-0 q=27.18 K=5.6 23.564 Spr(-23.564) 6-0 Pe -1.075 232 17-6 24.664 3E(2-0) 9-5'/z Pv BL 1.610 Q=27.18 4.28 C=120 0.028503 6-11 Pf 0.197 232 17-6 24.664 Pe 0.000 204 17-6 24.861 6-11 Pv BL 1.610 Q=54.48 8.58 C=120 0.103129 8-0 Pf 0.825 204 17-6 24.861 Pe 189 17-6 25.686 8-0 Pv BL 1.610 0=82.18 12.95 C=120 0.220666 10-0'', Pf 2.207 189 17-6 25.686 Pe 171 17-6 27.893 10-0 Pv BL 1.610 0=110.97 17.49 C=120 0.384598 5-6% Pf 5.202 171 17-6 27.893 8-0 Pe 143 17-6 33.094 P0(8-0) 13-6% Pv Route 10 DR 1.049 0=27.25 10.12 C=120 0.230608 3-0 Pf 2.075 110 15-0 q=27.25 K=5.6 23.677 Spr(-23.677) 6-0 Pe -1.084 226 17-6 24.669 3E(2-0) 9-0 Pv BL 1.610 0=27.25 4.29 C=120 0.028629 4-11% Pf 0.142 226 17-6 24.669 Pe 0.000 209 17-6 24.810 4-11 % Pv Route 11 DR 1.049 0=27.29 10.13 C=120 0.231271 6-1 Pf 3.491 111 12-0 q=27.29 K=5.6 23.750 Spr(-23.750) 9-0 Pe -2.381 204 17-6 24.861 2E(2-0), PO(5-0) 15-1 Pv .i Route 12 DR 1.049 0=27.29 10.13 C=120 0.231303 7-4'% Pf 4.253 112 12-0 q=27.29 K=5.6 23.754 Spr(-23.754) 11-0 Pe -2.381 194 17-6 25.626 3E(2-0), PO(5-0) 18-4'/z Pv GO Route 13 DR 1.049 0=27.71 10.29 C=120 0.237806 64 Pf 3.590 113 12-0 q=27.71 K=5.6 24.477 Spr(-24.477) 9-0' Pe -2.381 189 17-6 25.686 2E(2-0), PO(5-0) 15-1 Pv Route 14 DR 1.049 0=28.34 10.52 C=120 0.248026 7-4'/z Pf 4.561 114 12-0 q=28.34 K=5.6 25.616 Spr(-25.616) 11-0 Pe -2.381 176 17-6 27.796 3E(2-0), P0(5-0) 18-4% Pv Route 15 DR 1.049 0=28.78 10.69 C=120 0.255224 6-1 Pf 3.853 115 12-0 q=28.78 K=5.6 26.421 Spr(-26.421) 9-0 Pe -2.381 171 17-6 27.893 2E(2-0), PO(5-0) 15-1 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 2:01:48PM Page 5 Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Pipe Type Legend Flow Job Number: KS0407 Report Description: Ordinary Group II Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V 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 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 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. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:48PM Page 6 lit-lydraulic Graph Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 -Static Pressure 140.000 135 120 105 90 'N d 2- 618.65 hose 75 N N 68.65 with @ 73.860 streams 60 45 1 System demand curve 30 1 10900.00 @ 20.000 15 111 W 1111111 111 11 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 01002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.406 @ 618.65 System Demand 368.65 @ 73.860 System Demand (Including Hose Allowance) 618.65 @ 73.860 0A, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:57PM Page 7 baa Flow Diagram (Top View) Job Number: KS0407 Report Description: Ordinary Group 11 ©M.E.P.CAD, Inc. ifiAutoSPRINKO VR5 v5.2.6 06/02/2008 2:02:01 PM Page 8 VANILLA SU -ITE 2896 FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM 3ESHEET TITLE FA -01 SYSTEM I \ FO MATT O \ FA -02 TYPICAL DETAILS - WI�I G A\D v OU\ TI\C FA -03 FRE ALARM SYSTEM FLOG PLA FA -04 SYSTEM CALCULATIO \S (0 E\EAL), �ISE� SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .52 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED; NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT. AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED. DRAWINGS FOR "AS BUILT" PURPOSES. 9, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATEDBRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR, TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2:2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD n DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD 13 LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING '41D DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD ® HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS - 4S DEEP BOX CEILING W/ 1-1/2" EXT. SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. L FIRE ALARM STROBE (CEILING MOUNT) ZR -MC' -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS �1S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Pc FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. B WP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. . . . FY IN tri I ELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. FBO. ACC .Lk F BtE VE FY IN IELD JUNCTI❑N BOX F.B.❑. F.B. N/A VEFY IN IELD REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A OTICE 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO uJ z a DESCRIPTION SHOP DRAWINGS LU 0 c0 0 o C «1 l/ \ Z 0 0 z co 0.) o CO c75 CQ a) V z - .1;C� J w= C/7 5 = u) Q riZ SSg SS CV D > d, signed, Tukwila artment Pre-test must be presented spector prior to ment of Acceptance )f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTMFAL Please call: 575.4407, and give this job ;ind exact address for shut. 6 kn or restoration approval, termination of the testing. F Copyright 2006 by Guardian Security Systems, Inc. All R LE PAID 2 2008 Tukwila Fire hts Reserved (1) >ffi SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER: SHEET FA -01 " vVWMil l4urnrIII IESii A.F.F. ABOVE FINISHED FLOOR N/A N/AL As Noted In NerAN/, Q Per The Attached Letter F.B.❑. FURNISHED BY OTHERS N/A I r*sf of Olans have been reviet4,46by The Tukwila FireN/' P -:v ntion Bureau for conformance with current city N/A NOT APPLICABLE N/A .. <.,•,j4idb. A; eeptance is :tuhlect to errors and c >.,f?W hs which do not authelizlviolations of adopteeI/ :.i.a;aaras and oromances. The responsibility for the U.O.N. UNLESS OTHERWISE NOTED N/A ,.-,:,uacy of aesign rests totaiiy with the designer. Ark-NidAs, deletions or revisidl4gPo these drawings aftt/ this date will void this. acceptance and will require a r� WP WEATHERPROOF DEVICE N/A resubmittal of revised drawin�s�orsubsequent approval Final acceptance is subject to field test and inspection by ` A completE Fire Dep RED AS BUILT ADD OR CHANGE N/A The Tukwila Fire, Prevention Bureau N/• N/A N/ Date: i 0 i . B • I, 07e6 Certificate totheI r_DDEn, AS BUILT N/A - C015� T.,r44.,., REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A OTICE 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO uJ z a DESCRIPTION SHOP DRAWINGS LU 0 c0 0 o C «1 l/ \ Z 0 0 z co 0.) o CO c75 CQ a) V z - .1;C� J w= C/7 5 = u) Q riZ SSg SS CV D > d, signed, Tukwila artment Pre-test must be presented spector prior to ment of Acceptance )f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTMFAL Please call: 575.4407, and give this job ;ind exact address for shut. 6 kn or restoration approval, termination of the testing. F Copyright 2006 by Guardian Security Systems, Inc. All R LE PAID 2 2008 Tukwila Fire hts Reserved (1) >ffi SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER: SHEET FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 404 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE ROM XLS CONTROL PANEL OR °REVI❑US ADDRESSABLE DEVIL S+ END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH ; 0 DUCT DETECTOR LOCATION GROUND -@ 0 LC) 0 0 HTRI-R STATUS LED O COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE (BACKGOUND MUSIC SHUTDOWN) NOTE 1: VOLTAGE MAX. - CURRENT MAX.- C❑NT, RES, MAX. - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN, LINE SIZE - MUSIC OUTLET SAMPLING---\ TUBE INLET SAMPLING ----- TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE TAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O 0 TO NEXT ADDRESSABLE DEVICE j(+) STOP IF LAST DEVICE(-) FROM XLS CONTROL PANEL ❑R..{(+) I PREVIOUS ADDRESSABLE DEVICE (-) V RELAY CONTACTS (4.OA @ 125VAC) (4.0A @ 30VDC) 27 VDC 3,5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE DETECTI❑N. 0 + TB1 S. 0000 23456 HCP TB2 6 5 4 3 2 1 0 a END OF LINE Z 1 DEVICE (3.6K 1/4W) �/ SUPERVISED_____/ /. SWITCH GROUND -- NOTE: 0 0 N d- 0 0 HTRI-D OSTATUS LED CO 0 0 NOT USED END OF LINE DEVICE 3.6K 1/4W) SUPERVISED /1 SWITCH FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. "TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL KkE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC II 0 PAD -3 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - m m 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE + NAC -4 t. NAC -3 Z NAC -2 2 NAC -1 FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE !. DEVICE LOOP 0 0 0 (FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS �!V EOL 0 0 IC INPU (+Y�-) 9 9 T M-1 0 > V L 1- moo booio o �m 4:000 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND 0 -">(+) TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) CV' CABLE) SCALE NONE C () STROBE SPEAKER (( ) (+) (-) STROBE (STR❑BE) SPEAKER (+) (-) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE_ OR STROBE ONLY R 0 4S DEEP BOX W/ 1-1 /2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERrN TEMPERA RE: +32' F 0- C) TO 100 F (38' C) HUMIDITY: 0- 9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) >-- DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT > (+) DATA OUT )r CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE HARD LID 4' SQUARE DEEP BOX - z WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKER/STROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX MOUNTED ON CEILING FLEX \ 0 0 0 0 ; 1 TO NEXT DEVICE ----CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO \IOT INSTAL ADDRESSABLE INITIA-I \.G DEVICES UNTO_ PREPROGRAM El WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved rr) co 0' 0 (/) L.1J J w 0 U) 111 rte) r - o • 0' 0' 00 0 N x TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 5/28/08 2 ««a Cf) //w D CX) C\I <0) Z w00 F - WIG ��D 2 w vJ cc _Go 41; Q J a�J Z `Q N D / 1— /ALE: 1/8"=1' 0 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: ._JOB NUMBER: } FA -02 SHEET LLt 0 co O z 2696 WESTFIELD SOUTHCENTER MALL SCALE 118'4 FLAG NO ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS IITRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT L❑CATI❑N G,C,'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L,L, APR❑VED CONTRACTOR DO \OT INS ALL ADDRESSABLI BN -IAT CES UNTIL PRT_PROGRAMMlED W T DEVBCES ADDRESS® NG -1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved aszl 0\ z Mg dui11111O W maim I— I-- W ®� O Q i F) FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO W z DESCRIPTION SHOP DRAWINGS w D co O co N 0 z COC CO0) J CO C\I��z WLU oo I_ ILL -oz -9 Dew= F.g, Z co > 1— N Z 0 SCALE: 1/8" =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -03 J C u / J;/ 1 --z-r---.- ==rr-----r_r- NORTH 2896 WESTFIELD SOUTHCENTER MALL SCALE 1132'=1' C 75 C 75 15 15 EOL -S1 RISER DIAGRAM BATTERY SIZING CALCULATION T Notification Appliance Circuit Detail SYSTEMCALCULATIONS 2896 PROJECT: 2896 SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations FACP ADD ONS Panel: 2896 Wire Resistance 1.62 Date: June 2, 2008 CURRENT TOTAL= 478 CIRCUIT: S1 Current Load: Standby: Alarm: Current Load: QTY Device Type Standby: Alarm: Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.86 Device Type SET MC@30CD Qty Amps Total Amps Total • Device Type MI Qty Amps Total Amps Total •Total Device Load, Amps (1) 0.48 0 SET -MC @110CD233 HFP-11 0.0022 0.0022 0.0023 (Total Cct Load) Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 0.41 1 0.0635 0.0635 0.064 0.064 SET -MC @15CD 1 (E= I * R) 0.064 0.064 HTR -R 2 0.009600 0.0096 0.021 0.042 IIIIIIIIIIIIN SET -MC @30CD 4450 0.098 (20.4 - E) HTRI-D 64 .. 0.001600 0.0035 SET -MC @75CD 2 98 0 _- 0.175 0.350 ICP -B6 0.005 233 0 111111111111 SET -MC @110CD DEVICES=4 0.233 478 12 265 19.9895892 478 SET HMC-C@115CD 0.318 Notification Appliance PROJECT: .1 WESTFIELD SOUTHCENTER MALL SET HMC-C@135CD Panel: 0.318 Wire Resistance 2.58 Date: Its: CURRENT TOTAL SET HMC-C@185CD CIRCUIT: SPEAKER CIRCUIT 0.445 0.0731 Amps 0.106 Amps ZR -MC @15CD VVire Size 1 Voltage at EOL Circuit Total 0.064 0.064 ZR -MC @30CD 0 0 0 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0 HCP -- ■Total Device Load, Amps (I) 0.01 0.0015 0 0 �-■ (Total Cct Load) 0 0.03 Amps 0.508 Amps Alarm Current Load: 0.02 0.106 Amps For 5 Minutes= 0.009 Amp -hours (E= I * R) 0 0 0 I EOL Voltage 20.38 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours (20.4 - E) 25% Derating= 2.204 Amp -hours ■ DEVICES= Alarm Current Load: TOTAL mA= 0.508 Amps 565 For 5 Minutes= 0.043 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.953 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.953 Amp -hours tI2VDC Battery Pair to be Used: Amp -hours 7AH BATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU cr w w J LU Ct z w DESCRIPTION 0- 0 w 00 CO N tn aaa N CC W LL SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -04 T Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: 2896 Wire Resistance 1.62 Date: June 2, 2008 CURRENT TOTAL= 478 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.86 SET MC@30CD 98 0 • ( WL* 2 )* (Rift) MI SET -IVB @75CD175 350 •Total Device Load, Amps (1) 0.48 0 SET -MC @110CD233 0 III (Total Cct Load) 1 Voltage Drop (E) 0.41 $ • 445 • (E= I * R) EOL Voltage 19.99 IIIIIIIIIIIIN @185CD 4450 (20.4 - E) •D 64 .. Z-MC@30CD 98 0 _- - SET NIC-CW@110CD 233 0 111111111111 DEVICES=4 TOTAL mA= 478 12 265 19.9895892 478 Notification Appliance PROJECT: .1 WESTFIELD SOUTHCENTER MALL Panel: 2896 Wire Resistance 2.58 Date: Its: CURRENT TOTAL CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total VVire Size Wire Length Voltage at EOL Circuit Total 0 0 0 0 0 -- ■Total Device Load, Amps (I) 0.01 0 0 �-■ (Total Cct Load) 0 Voltage Drop (E) 0.02 0 • 0 (E= I * R) 0 0 0 I EOL Voltage 20.38 0'0 0 1111 (20.4 - E) ■ DEVICES= 3 TOTAL mA= 5.4 14 565 20.384256841 5.4 VOLTAGE DROP CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU cr w w J LU Ct z w DESCRIPTION 0- 0 w 00 CO N tn aaa N CC W LL SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -04 2896 SHELL SPACE - 1111.., r�.. � p Lam. I1_Cl, _r.r_.... i it _......-1 a i,....„ 7 - , - -— 1111 - i�` _ -•r IIs 100 4-t • tzr— 1 - IL... 1111.1 VICINITY MAPSuite##28-96) - SCALE: NTS- _ — _-- - — General Notes II 10 111111: Ill(, ----- =-- 1111 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE .31 D. iIn?�f�,�,.:,�„_, -. � 1111.:: �•. . (1111. -....'.r_, .:� -dr. Via• _ 4.� �j a(r t✓: `i--��� .;;. 11 _,,, -.�; 1111_,s:. reSuiJrn t.cc ci i (l� .,i `,�J,:-e• H. 1111 v Final Facccf.,p't ...,_ i ,z.�i,i. .� r: ;,1 n- d �.; - - ._ 1111 ;a 11-11 u .,, by P !The Tukwila Hai, Pr;:ver on F urP,-u. IDate: (o 1(.-t90 By: II pacu•s--.---•.n-.r.e.5.Fv3.�,-...s.l:___.1c2::. •»n -x.. +.•:a'r-.r.�C,.'�t?J5T2✓ -a ..'row 29� /2:0"/" #7." ii i.; ri /4/0%/Z1V 4S O .__i 1111_-1111.._ } 44 0.5. 01, g,1 0404 / p�'p t, i I _ _ _ _ _11_11__._... _ . b.._1:-.....#_ 1111_.: r.. �-�<.1111_-.__ ._-:_-__.... __-._-_1111___.._ -. 1111 1111. 1111- _ _.-_ -tir • - '. �. - , ares-waws�daad®o�arbo�asv�rv�iwII �o , KI I,�.. INN 11 '® 1111 ■ iiiiii si�� �� i. airmsomella riammolis ,.., t -�-: ®C�I� 1!®� �12E� E� .• _ 1111-1111 �i.` -•.' -}�`'� �: Ill I �-- I 11 u w . la 04> ' zeVillii O • Remote Area • Ordinary Group Il•0.20gpmlft2 for 1073.25ft2 ruKMLA FIRE DEPARTMEN/ Please call: 575-4.407 and give this job 30 e=xact address for shut, 1v>h/n or restoration approval. NOTICE Weld stamps must be inspected before. pipe is - p .�t piping ': �... ..s :,moi; i,�J+t{� hung, FIRE SPRINKLER SYSTEM E ZONEg T8ain Remote Area 2896 SHELL SPACE TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE • FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID :1111....._ ........._. SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE 3!8' KWIK BOLT -� •(21W EMBED LENGTH) FIG.909 SWIVEL SWAY BRACE FITTING FIG.1000 '•FAST CLAMP- SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY mass ORD HAZARD II MAX COVERAGE per HEAD 130 FN DENSITY .20 GPM / Ft' for 1073.25 Fe SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K.- 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 368.65 GPM @ 70.39 PSI At time of Design 12'- 0" CLG. 37.00% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE OLATERAL BRANCHLINE RESTRAINT U I NON -THREADED BRACE PIPE 318' KWIK BOLT (2114' EMBED LENGTH) FIG. 909 NO.THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT NOT TO SCALE / HILTI Klxlc Bolt II Drilled Anchor i Hanger No. 07C HILTI Kwik Bolt III `,1 ( 1 All Thread Rod I NI 1E11 ---t27, 1 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling Swivel Ring Concrete Construction Bottom Of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE FILE COPY VICINITY MAP DETAIL NOT TO SCALE •74, 4.10 Vanilla Shells 2896 Swinerton Builders Q SYMBOL LEGEND REVISIONS Sprinkler Legend 2-VVAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT R3615 24 5.6 Pendent z Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 8 5.6 Pendent White 155°F G4A Concealed CONT. NO.: K80407 Total= 32 DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/02/08 tt Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. 0: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEQASJ WPNFAPOLIS /PHOENIX/PORTLAND/RAPID CITY ,ST. PAUL /SALT :MEOW/ SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Vanilla Shells 2896 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM 1 — Minn Tukwila Fire SHEET FP -1 - OF 1 2896 SHELL SPACE - General Notes VICINITY MAP (Suite#2896) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. AH hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. ZONE T8 EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE A C; 28 8'-0"A.F.F 0 j 31 Oa4OF -I - t.4,bpi -+-7-119101 . -C4 ,1 I.1 I ' s: O.O ', ;pl 1 ; ^ #suI� ' Al .,p 5 2-1,r- 0+,,40-1-'1 "' 3-1j-1-. — 8'-0"A.F.F 0 t /x "/irk.,,/: i/1 o n �1 ,�O Remote Area --1 Ordinary Group II.0.20gpm/ft2 for 1073.25ft2 29 30� FIRE SPRINKLER SYSTEM 1/8"=1'-0" 12'-0"A.F.F 12'-0"A.F.F Existing Main ZONE T8 15'-0"A.F.F 1 3�5—O7-911 —111 \C j Remote Area 2896 SHELL SPACE TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS -- REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD v�,}0.. . . =11e.;.,,.aana,4,1,6r-c.14...w1,1,1,Rwr•ea0-,W,;., CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 009 SWIVEL SWAY BRACE FITTING 3/13' KWIK BOLT --(2114' EMBED LENGTH) BRACE PIPE FIG. 1000 l- "FAST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft= DENSITY .20 GPM 1 Ft' for 1073.25 Ft` SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 368.65 GPM © 70.39 PSI ' At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE 3/0' KWIK BOLT (2114' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT ULATERAL BRANCHLINE RESTRAINT FlorA0 NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE / HILTI Kwik Bolt it / ` Drilled Anchor Q Cut Rod Lgth Rounded to 1 Nearest lnch Hanger No. 07C HILTI Kwik Bolt III Rod Coupling All Thread Rod Swivel Ring 1 ( / Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 24 5.6 Pendent Chrome 1885°F F1 FR Semi-Rec APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 8 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 Total = 32 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF16QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBIIOUEROUE/AUSTIN/DALLAS/ DECATUR /DEN/ER/DULUTH /HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ST. PALL /SALT LAKE CITY/SEATTLE Phone: 425-881-010U1 Fax: 425-881-3030 08-t:530`77 Vanilla Shells 2896 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM Vanilla Shells 2896 w z 0 Adam Kantner 2 0 0) 0. Swinerton Builders CONTRACTOR: SHEET FP -1 OF 1 2896 SOUTHCENTER MALL ASSOCIATED PERMITS 08-F-257 08-S-304 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Vanilla Box 2896 Southcenter Mall Permit No.: 08-S-304 Date: June 11, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to any sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. 'Hydraulic Summary Job Number: KS0407 Report Description: Ordinary Group II Job - Job Number KS0407 Design Engineer Adam Kanter Job Name Vanilla Shells 2896 State Certification/License Number WESTESF136QF Address 1 Southcenter Mall AHJ City of Tukwila Address 2 Job Sae Southcenter Mall City State Zip Code Tukwila Wa 98188 Drawing Name FP-1.cad System 1 Remote Area(s) . Most Demanding Spnnkler Data 5.6 K -Factor 20.00 at 12.755 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.20gpm/ft2 Area 0 Application 1073.25ft2 (Actual 1073.25ft2) Additional Hose Supplies Node Flow(qpm) Number 01 Sprinklers Calculated 15 Coverage Per Sprinkler 100.00ft2 / 1 •T "� •- ►�_1 : ' :����a4%..' �r !" 4410 Total Hose Streams 250.00 System Flow Demand Total Water Required (Including Hose Allowance) 368.65 618.65• Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 23.31 between nodes 185 and 250 Maximum Velocity Under Ground 1.39 between nodes 1 and 444 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 3063.62ga1 1.35ft3 Supplies Hose Flow Static Residual @ Flow Node (gpm) (psi) (psi) (gpm) Available @ Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 250.00 140.000 20.000 10900.00 139.406 618.65 73.860 65.546 • Contractor Contractor Number KS0407 Contact Name Adam Kantner Contact Title Project Manager Contractor Name Western States Fire Protection Phone 425.881.0100 Extension Address 1 7102 180th Ave Ne, Suite A-105 FAX 485.736.9032 Address 2 E-mail City State Zip Code Redmond WA 98052 Web -Site dL�, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:38PM Page 1 © M.E.P.CAD, Inc. 4fiAutoSPRINK© VR5 v5.2.6 06/02/2008 2:01:41 PM Page 2 . ummary Of O utfi Sowing Devices 1 Job Number: KSO407 Report Description: Ordinary Group II Actual Flow Minimum Flow K -Factor Pressure Device (gpm) (gpm) (K) (psi) Sprinkler 115 28.78 20.00 5.6 26.421 Sprinkler 114 28.34 20.00 5.6 25.616 Sprinkler 113 27.71 20.00 5.6 24.477 Sprinkler 112 27.29 20.00 5.6 23.754 Sprinkler 107 22.67 20.00 5.6 16.381 Sprinkler 106 22.55 20.00 5.6 16.217 Sprinkler 111 27.29 20.00 5.6 23.750 Sprinkler 108 26.89 20.00 5.6 23.054 Sprinkler 105 21.06 20.00 5.6 14.150 Sprinkler 104 20.96 20.00 5.6 14.006 c. Sprinkler 101 20.00 20.00 5.6 12.755 Sprinkler 103 20.50 20.00 5.6 13.403 Sprinkler 110 27.25 20.00 5.6 23.677 Sprinkler 102 20.17 20.00 5.6 12.969 Sprinkler 109 27.18 20.00 5.6 23.564 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. 4fiAutoSPRINK© VR5 v5.2.6 06/02/2008 2:01:41 PM Page 2 P�9 Node Analysis Job Number: KS0407 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 143 17-6 2P0(8-0) 33.094 144 17-6 2P0(8-0) 32.894 185 17-6 2P0(8-0) 32.823 171 17-6 P0(5-0) 27.893 176 17-6 P0(5-0) 27.796 189 17-6 P0(5-0) 25.686 194 17-6 P0(5-0) 25.626 250 17-6 2P0(5-0) 17.426 204 17-6 P0(5-0) 24.861 209 17-6 P0(5-0) 24.810 264 17-6 2P0(5-0) 14.760 268 17-6 P0(5-0) 14.543 272 17-6 P0(5-0) 14.405 278 17-6 E(2-0) 14.400 226 17-6 E(2-0) 24.669 232 17-6 E(2-0) 24.664 292 15-4 50.912 348 -16-1 P0(37-8'%) 66.631 444 -14-1% BFP(-4.500) 70.386 478 -16-1 LtE(16-0) 66.684 115 12-0 Spr(-26.421) 26.421 28.78 114 12-0 Spr(-25.616) 25.616 28.34. 113 12-0 Spr(-24.477) 24.477 27.71 112 12-0 , Spr(-23.754) 23.754 27.29 107 12-0 Spr(-16.381) 16.381 22.67 106 12-0 Spr(-16.217) 16.217 22.55 111 12-0 Sprj23.750) 23.750 27.29 108 12-0 Spr(-23.054) 23.054 26.89 105 12-0 Spr(-14.150) 14.150 21.06 104 12-0 Spr(-14.006) 14.006 20.96 101 15-0% Spr(-12.755) 12.755 20.00 103 15-0% Spr(13.403) 13.403 20.50 110 ' 15-0 SpI(23.677) 23.677 27.25 102 15-0% Spr(-12.969) 12.969 20.17 109 15-0 Spr(-23.564) 23.564 27.18 i 1 -22-0 S 73.860 368.65 (ly © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:44PM Page 3 ill Hydraulic Analysis Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length ao Route 1 DR 1.049 Q=20.00 7.42 C=120 0.130131 11-0 Pf 2.863 101 15-0% q=20.00 K=5.6 12.755 Spr(-12.755) 11-0 Pe -1.075 268 17-6 14.543 3E(2-0), PO(5-0) 22-0 Pv BL 1.610 Q=60.67 9.56 C=120 0.125862 1-8Y2 Pf 0.217 268 17-6 14.543 Pe 264 17-6 14.760 1-81,4Pv BL 1.610 Q=102.69 16.18 C=120 0.333233 8-0 Pf 2.666 264 17-6 14.760 Pe 250 17-6 17.426 8-0 Pv BL 1.610 Q=147.91 23.31 C=120 0.654476 15-6Y2 Pf 15.397 250 17-6 17.426 8-0 Pe 185 17-6 32.823 P0(8-0) 23-61APv CM 4.260 Q=147.91 3.33 C=120 0.005727 12-6 Pf 0.072 185 17-6 32.823 Pe 144 17-6 32.894 12-6 Pv CM 4.260 Q=257.68 5.80 C=120 0.015993 12-6 Pf 0.200 144 17-6 32.894 Pe 143 17-6 33.094 12-6 Pv CM 4.260 Q=368.65 8.30 C=120 0.031021 403-1% Pf 16.878 143 17-6 33.094 44-3 Pe 0.939 292 15-4 50.912 2cplg(-1.500), T(26-4), 2fE(8-11 %z) 447-4'% Pv CM 6.357 Q=368.65 3.73 C=120 0.004416 242-10% Pf 2.099 292 15-4 50.912 232-6 Pe 13.620 348. -16-1 66.631 8fE(12-7), BV(12-7), 2fE(10-0), 475-4% Pv 2Ee2(8-9%), CV(40-3), GV(3-9%), PO(37-8%) FM 8.329 Q=368.65 2.17 C=120 0.001185 12-5% Pf 0.053 348 -16-1 66.631 32-0 Pe 0.000 478 -16-1 66.684 fE(16-0), LtE(16-0) 44-5/2 Pv FM 10.420 Q=368.65 1.39 C=120 0.000398 28-2'/2 Pf 4.544 478 -16-1 66.684 83-0; Pe -0.842 444 -14-1% 70.386 4LtE(16-0), BV(19-0), BFP(-4.500) 111-2'/z Pv UG 10.400 Q=368.65 1.39 C=140 0.000302 110-2 Pf 0.067 444 -14-1% 70.386 111-7 Pe 3.407 1 -22-0 73.860 E(35-1), 3LtE(25-6), S 221-9% Pv v Route 2 DR 1.049 Q=20.17 7.49 C=120 0.132147 8-11'/ Pf 2.506 102 15-0% q=20.17 K=5.6 12.969 Spr(-12.969) 10-0 Pe -1.075 278 17-6 14.400 5E(2-0) 18-11'/2 Pv BL 1.610 Q=20.17 3.18 C=120 0.016406 0-4 Pf 0.005 _ 278 17-6 14.400 Pe 272 17-6 14.405 0-4 Pv BL 1.610 Q=40.67 6.41 C=120 0.060054 2-3Y2 Pf 0.138 272 17-6 14.405 Pe 268 17-6 14.543 2-3'/z Pv Go Route 3 DR 1.049 Q=20.50 7.61 C=120 0.136235 4-31 Pf 2.077 103 15-0% q=20.50 K=5.6 13.403 Spr(-13.403) 11-0 Pe -1.075 272 17-6 14.405 3E(2-0), PO(5-0) 15-3 Pv v Route 4 DR 1.049 Q=20.96 7.78 C=120 0.141894 11-1Pf 3.135 104 12-0 q=20.96 K=5.6 14.006 Spr(-14.006) 11-0 Pe -2.381 264 17-6 14.760 3E(2-0), PO(5-0) 22-1 Pv v Route 5 DR 1.049 Q=21.06 7.82 C=120 0.143239 9-10% Pf 2.992 105 12-0 q=21.06 K=5.6 14.150 Spr(-14.150) 11-0' Pe -2.381 264 17-6 14.760 3E(2-0), PO(5-0) 20-10% Pv v Route 6 DR 1.049 Q=22.55 8.37 C=120 0.162494 11-1 Pf 3.591 106 12-0 q=22.55 K=5.6 16.217 Spr(-16.217) 11-0 Pe -2.381 250 17-6 17.426 3E(2-0), PO(5-0) 22-1 Pv a. Route 7 DR 1.049 Q=22.67 8.41 C=120 0.164020 9-10% Pf 3.426 107 12-0 q=22.67 K=5.6 16.381 Spr(-16.381) 11-0 Pe -2.381 250 17-6 17.426 3E(2-0), PO(5-0) 20-10% Pv Qi Route 8 DR 1.049 Q=26.89 9.98 C=120 0.224994 7-4% Pf 4.137 108 12-0 q=26.89 K=5.6 23.054 Spr(-23.054) 11-0 Pe -2.381 209 17-6 24.810 3E(2-0), PO(5-0) 18-4'/z Pv BL 1.610 Q=54.14 8.53 C=120 0.101948 8-0 Pf 0.816 209 17-6 24.810 Pe -0.000 194 17-6 25.626 8-0 Pv (, ©M.E.P.CAD, Inc. 411AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:48PM Page 4 © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 2:01:48PM Page 5 Hydraulic Analysis 1 Job Number: KS0407 Report Description: Ordinary Group II Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream Total Length BL 1.610 0=81.43 12.83 C=120 0.216955 10-0 Pf 2.170 194 17-6 25.626 Pe 0.000 176 17-6 27.796 10-0 Pv BL 1.610 0=109.77 17.30 C=120 0.376992 5-6% Pf 5.099 176 17-6 27.796 8-0 Pe 144 17-6 32.894 PO(8-0) 13-6'/z Pv v Route 9 DR 1.049 0=27.18 10.09 C=120 0.229591 3-5% Pf 2.174 109 15-0 q=27.18 K=5.6 23.564 Spr(-23.564) 6-0 Pe -1.075 232 17-6 24.664 3E(2-0) 9-5'/z Pv BL 1.610 Q=27.18 4.28 C=120 0.028503 6-11 Pf 0.197 232 17-6 24.664 Pe 0.000 204 17-6 24.861 6-11 Pv BL 1.610 Q=54.48 8.58 C=120 0.103129 8-0 Pf 0.825 204 17-6 24.861 Pe 189 17-6 25.686 8-0 Pv BL 1.610 0=82.18 12.95 C=120 0.220666 10-0'', Pf 2.207 189 17-6 25.686 Pe 171 17-6 27.893 10-0 Pv BL 1.610 0=110.97 17.49 C=120 0.384598 5-6% Pf 5.202 171 17-6 27.893 8-0 Pe 143 17-6 33.094 P0(8-0) 13-6% Pv Route 10 DR 1.049 0=27.25 10.12 C=120 0.230608 3-0 Pf 2.075 110 15-0 q=27.25 K=5.6 23.677 Spr(-23.677) 6-0 Pe -1.084 226 17-6 24.669 3E(2-0) 9-0 Pv BL 1.610 0=27.25 4.29 C=120 0.028629 4-11% Pf 0.142 226 17-6 24.669 Pe 0.000 209 17-6 24.810 4-11 % Pv Route 11 DR 1.049 0=27.29 10.13 C=120 0.231271 6-1 Pf 3.491 111 12-0 q=27.29 K=5.6 23.750 Spr(-23.750) 9-0 Pe -2.381 204 17-6 24.861 2E(2-0), PO(5-0) 15-1 Pv .i Route 12 DR 1.049 0=27.29 10.13 C=120 0.231303 7-4'% Pf 4.253 112 12-0 q=27.29 K=5.6 23.754 Spr(-23.754) 11-0 Pe -2.381 194 17-6 25.626 3E(2-0), PO(5-0) 18-4'/z Pv GO Route 13 DR 1.049 0=27.71 10.29 C=120 0.237806 64 Pf 3.590 113 12-0 q=27.71 K=5.6 24.477 Spr(-24.477) 9-0' Pe -2.381 189 17-6 25.686 2E(2-0), PO(5-0) 15-1 Pv Route 14 DR 1.049 0=28.34 10.52 C=120 0.248026 7-4'/z Pf 4.561 114 12-0 q=28.34 K=5.6 25.616 Spr(-25.616) 11-0 Pe -2.381 176 17-6 27.796 3E(2-0), P0(5-0) 18-4% Pv Route 15 DR 1.049 0=28.78 10.69 C=120 0.255224 6-1 Pf 3.853 115 12-0 q=28.78 K=5.6 26.421 Spr(-26.421) 9-0 Pe -2.381 171 17-6 27.893 2E(2-0), PO(5-0) 15-1 Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 ( ) Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 = Factor Schedule 40 Steel Pipe Inside Diameter © M.E.P.CAD, Inc. AutoSPRINK®VR5 v5.2.6 06/02/2008 2:01:48PM Page 5 Hydraulic Analysis Pipe Type Diameter Downstream Elevation Upstream Pipe Type Legend Flow Job Number: KS0407 Report Description: Ordinary Group II Velocity HWC Friction Loss Discharge K -Factor Pt Pn Fittings Length Pressure Eq. Length Summary Total Length Units Legend Fittings Legend AO Arm -Over Diameter BL Branch Line Elevation CM Cross Main Flow DN Drain Discharge DR Drop Velocity DY Dynamic Pressure FM Feed Main Length FR Feed Riser Friction Loss MS Miscellaneous HWC OR Outrigger Pt RN Riser Nipple Pn SP Sprig Pf ST Stand Pipe Pe UG Underground Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V 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 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 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. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:48PM Page 6 lit-lydraulic Graph Job Number: KS0407 Report Description: Ordinary Group II Supply at Node 1 150 -Static Pressure 140.000 135 120 105 90 'N d 2- 618.65 hose 75 N N 68.65 with @ 73.860 streams 60 45 1 System demand curve 30 1 10900.00 @ 20.000 15 111 W 1111111 111 11 1 1 1 1 11 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 t 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 0 01002200 3300 4400 5500 6600 7700 8800 9900 11000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 140.000 Residual Pressure 10900.00 @ 20.000 Available PressureTime of Test 139.406 @ 618.65 System Demand 368.65 @ 73.860 System Demand (Including Hose Allowance) 618.65 @ 73.860 0A, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/02/2008 2:01:57PM Page 7 baa Flow Diagram (Top View) Job Number: KS0407 Report Description: Ordinary Group 11 ©M.E.P.CAD, Inc. ifiAutoSPRINKO VR5 v5.2.6 06/02/2008 2:02:01 PM Page 8 VANILLA SU -ITE 2896 FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM 3ESHEET TITLE FA -01 SYSTEM I \ FO MATT O \ FA -02 TYPICAL DETAILS - WI�I G A\D v OU\ TI\C FA -03 FRE ALARM SYSTEM FLOG PLA FA -04 SYSTEM CALCULATIO \S (0 E\EAL), �ISE� SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATI❑N SYMBOL DESCRIPTI❑N NUMBER OF CONDUCTORS SIZE TYPE COLOR CODE D DATA LINE -ADDRESSABLE LOOP TWISTED PAIR WITH SHIELD #16 FPL/FPLR RED (JACKET) H DOOR HOLDER POWER - 24VDC TWO #14 FPL/FPLR RED (JACKET) P DEVICE POWER - 24VDC TWO #16 FPL/FPLR RED (JACKET) S STROBE CIRCUIT - FEED TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) 2S STROBE CIRCUIT - RETURN TWISTED PAIR W/ SHIELD #12 FPL/FPLR RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED TWISTED PAIR #14 FPL/FPLR RED (JACKET) 2V SPEAKER CIRCUIT - RETURN TWISTED PAIR #14 FPL/FPLR RED (JACKET) I REMOTE INDICATION LIGHT TWO #18 FPL/FPLR RED (JACKET) X LOW LEVEL AUDI❑ TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) UD UNDERGROUND DATA TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) UI UNDERGROUND INITIATION TWISTED PAIR RATED #18 FPL/FPLR RED (JACKET) M DOOR HOLDER POWER TWO #16 FPL/FPLR RED (JACKET) B BEAM DETECTOR POWER TWO #14 FPL/FPLR RED (JACKET) CONDUIT FILL CHART NO. OF CONDUCTORS VOLTS WIRE SIZE TYPE DIMENSIONS AREA TWO 600V #12 AWG THHN/THWN .244 0.D. .0467 TWO 600V #14 AWG THHN/THWN TWISTED .210 0.D. .0346 TWO CONDUCTOR 300V #18 AWG FPL TW CABLE .156 0.D. .0191 CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT FROM THE TABLE ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM FILL DIMENSION FROM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF THE WIRE. CONDUIT SIZE MAXIMUM FILL 1/2" .12 SQUARE INCH 3/4" .21 SQUARE INCH 1" .34 SQUARE INCH 1-1/4" .60 SQUARE INCH 1-1/2" .52 SQUARE INCH 2" 1.34 SQUARE INCH FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM N.E.C., CHP. 9, TABLE 4. SHIELDED WIRE TO BE GROUNDED AT P❑INT OF ORIGIN PUNCHED THROUGH EACH DEVICE WRAPPED WITH TAPE AND TAPED AT END FOR SIEMENS SYSTEM: DO NOT INSTALL ADDRESSABLE INITIATING DEVICES UNTIL PREPGRAMMED WITH DEVICES ADDRESS. 1. NUMBERS ADJACENT TO DEVICE SYMBOL DENOTE DEVICE CIRCUIT/ADDRESS DEVICE 01-1-02 WOULD BE THE SECOND DEVICE ON ADDRESSABLE LOOP 1. 2. DETECTOR AND AUDIBLE CIRCUIT POLARITY SHALL BE OBSERVED. 3. AUDIBLE/VISUAL CIRCUIT WIRING IS SUPERVISED; NO PARALLEL BRANCHING IS PERMISSIBLE 4. INSTALLATION SHALL BE IN STRICT CONFORMANCE WITH THE NATIONAL ELECTRIC CODE, NFPA 72, LOCAL CODE(S), AND/OR AUTHORITY HAVING JURISDICTION. 5. INSTALLATION MATERIALS (I.E. CONDUIT, WIRE, FITTINGS, HANGERS, STANDARD BOXES, FIBER OPTICS CABLE, FITTINGS, AND ASSOCIATED EQUIPMENT) ARE NOT SUPPLIED BY SIEMENS CERBERUS DIVISION. 6. DETECTORS SHALL NOT BE MOUNTED IN DIRECT. AIR STREAM OF AIR SUPPLY OUTLETS. PER NFPA 72 2-3.5.1 7. WIRING SHALL BE PER PLAN WITH RESPECT TO CONDUCTOR SIZE, & OR CABLE TRAY, TYPE, QUANTITY AND COLOR CODE. CONDUCTORS SHALL BE PERMANENTLY, AND UNIQUELY MARKED FOR FUTURE IDENTIFICATION. 8. INSTALLING CONTRACTOR SHALL RETURN ONE SET OF ACCURATELY MARKED. DRAWINGS FOR "AS BUILT" PURPOSES. 9, FOR ADDITIONAL INSTALLATION INSTRUCTIONS, REFER TO CATALOG CUT SHEETS AND/OR INSTALLATION INSTRUCTIONS. 10. THE 120vac POWER ELECTRICAL WORK SUPPLYING FIRE ALARM SYSTEM PANELS MUST COMPLY WITH ARTICLE 725 AND 760 OF NFPA 70, N.E.C. AND NFPA 72, SPECIFICALLY SECTION 1-5.2.5.2: IN REFERENCE TO DEDICATEDBRANCH POWER SOURCES. 120vac POWER SHALL NOT BE APPLIED TO FIRE ALARM PANEL WITHOUT DIRECT SUPERVISION OF FIRE ALARM TECHNICIAN. 11. ALL HORN/STROBE AND STROBE DEVICES SHALL BE MOUNTED AT A HEIGHT OF 80" A.F.F. OR 6" BELOW DROPPED CEILING, WHICHEVER IS LESS. 12. ALL MANUAL PULL STATIONS SHALL BE MOUNTED AT 48" A.F.F. TO THE ACTIVATION DEVICE. 13. ALL PANEL NUMBERS AND CIRCUITS WILL BE ON THE RECORD DRAWINGS SET. 14. ALL 120VAC CIRCUITS ARE FROM DEDICATED CIRCUITS FROM THE EMERGENCY GENERATOR. 15. PER NFPA 72 SECTION 5-3.6.1.3 DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER THE CONSTRUCTION CLEAN-UP OF ALL TRADES IS COMPLETE AND FINAL. EXCEPTION: WHERE REQUIRED BY THE AUTHORITY HAVING JURISDICTION FOR PROTECTION DURING CONSTRUCTION. DETECTORS THAT HAVE BEEN INSTALLED PRIOR, TO FINAL CLEAN-UP BY ALL TRADES SHALL BE CLEANED OR REPLACED IN ACCORDANCE WITH NFPA 72 CHAPTER 7. 16. WIRING SHALL RUN CONTINUOUS FROM FACP TO FIRST DEVICE ON A CIRCUIT AND THEN FROM DEVICE TO DEVICE WITHOUT SPLICING IN PULL BOXES OR OTHER BACK BOXES OF DIFFERENT CIRCUITS. 17. ALL WIRING SHALL BE METERED, VERIFIED TO BE CONTINUOUS, FREE OF GROUND AND FREE OF SHORTS BETWEEN CONDUCTORS AND OTHER CIRCUITS PRIOR TO FINAL EQUIPMENT TRIM. 18. ALL CABLES SHALL BE MARKED AS INDICATED ON FIRE ALARM RISER WITH A PERMANENT LABEL AT ALL DEVICES, JUNCTION BOXES AND FACP. 19. THE ELECTRICAL CONTRACTOR SHALL CLEAN ALL DIRT AND DEBRIS FROM THE OUTSIDE AND INSIDE OF THE FIRE ALARM BACK BOXES AND JUNCTION BOXES AFTER COMPLETION OF THEIR INSTALLATION. 20. DETECTORS MUST BE RATED FOR TEMPERATURE IN THE ENVIRONMENT IN WHICH IT IS LOCATED. 21. ALL WIRING BETWEEN FLOORS SHALL BE LOCATED IN CONDUIT. 22. NFPA 72 2007 6.4.2:2.2 ALL STYLES OF CLASS A CIRCUITS USING PHYSICAL CONDUCTORS (E.G., METALLIC, OPTICAL FIBER) SHALL BE INSTALLED SUCH THAT THE OUTGOING AND RETURN CONDUCTORS, EXITING FROM AND RETURNING TO THE CONTROL UNIT, RESPECTIVELY, ARE ROUTED SEPARATELY. THE OUTGOING AND RETURN (REDUNDANT) CIRCUIT CONDUCTORS SHALL NOT BE RUN IN THE SAME CABLE ASSEMBLY (I.E., MULTI -CONDUCTOR CABLE), ENCLOSURE, OR RACEWAY. 23. NFPA 72 2007 A.6.4.2.2.2 A GOAL OF 6.4.2.2.2 IS TO PROVIDE ADEQUATE SEPARATION BETWEEN THE OUTGOING AND RETURN CABLES. THIS SEPARATION IS REQUIRED TO HELP ENSURE PROTECTION OF THE CABLES FROM PHYSICAL DAMAGE. THE RECOMMENDED MINIMUM SEPARATION TO PREVENT PHYSICAL DAMAGE IS 305 MM (1 FT) WHERE THE CABLE IS INSTALLED VERTICALLY AND 1.22 M (4 FT) WHERE THE CABLE IS INSTALLED QUANTITY 2 1 2 1 EX SYMBOL DESCRIPTION MODEL MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM REMOTE ANNUNCIATOR SDD-C SIEMENS PROVIDED 66" A.F.F. TO TOP BPS REMOTE BOOSTER EX POWER SUPPLY PAD -3 SIEMENS PROVIDED 66" A.F.F. TO TOP INTERFACE MODULE HTRI-R WITH RELAY SIEMENS 4S DEEP VERIFY IN FIELD n DUAL INPUT INTERFACE MODULE HTRI-D SIEMENS 4S DEEP VERIFY IN FIELD HCP CONTROL POINT MODULE HCP SIEMENS 4S DEEP VERIFY IN FIELD HZM REMOTE CONVENTIONAL HZM ZONE MODULE SIEMENS 4S DEEP VERIFY IN FIELD 13 LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD SMOKE DETECTOR HFP-11 W/ SIEMENS (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING '41D DUCT SMOKE DETECTOR AD2-P W/ SIEMENS TSM MODULE DUCT HOUSING VERIFY IN FIELD ® HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING Ec FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (CEILING MOUNT) SET -MC -CW SIEMENS - 4S DEEP BOX CEILING W/ 1-1/2" EXT. SET -MC -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -HMC -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. L FIRE ALARM STROBE (CEILING MOUNT) ZR -MC' -CW SIEMENS 4S BOX W/ 1G RING CEILING L FIRE ALARM STROBE (WALL MOUNT) ZR -MC -W SIEMENS �1S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. Pc FIRE ALARM SPEAKER (CEILING MOUNT) SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. B WP FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM STROBE (WEATHERPROOF) SET -W SIEMENS 4S DEEP BOX W/ 1-1/2" EXT. 80" A.F.F. TO BOTTOM SET -S17 -WP SIEMENS MT -SUR -BOX VERIFY 1/2" PIPE IN FIELD MR MULTI -VOLTAGE CONTROL RELAY MR -201/C AIR PRODUCTS 4S BOX VERIFY IN FIELD MAGNETIC DOOR HOLDER F.B.O. . . . FY IN tri I ELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. FBO. ACC .Lk F BtE VE FY IN IELD JUNCTI❑N BOX F.B.❑. F.B. N/A VEFY IN IELD REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A OTICE 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO uJ z a DESCRIPTION SHOP DRAWINGS LU 0 c0 0 o C «1 l/ \ Z 0 0 z co 0.) o CO c75 CQ a) V z - .1;C� J w= C/7 5 = u) Q riZ SSg SS CV D > d, signed, Tukwila artment Pre-test must be presented spector prior to ment of Acceptance )f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTMFAL Please call: 575.4407, and give this job ;ind exact address for shut. 6 kn or restoration approval, termination of the testing. F Copyright 2006 by Guardian Security Systems, Inc. All R LE PAID 2 2008 Tukwila Fire hts Reserved (1) >ffi SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER: SHEET FA -01 " vVWMil l4urnrIII IESii A.F.F. ABOVE FINISHED FLOOR N/A N/AL As Noted In NerAN/, Q Per The Attached Letter F.B.❑. FURNISHED BY OTHERS N/A I r*sf of Olans have been reviet4,46by The Tukwila FireN/' P -:v ntion Bureau for conformance with current city N/A NOT APPLICABLE N/A .. <.,•,j4idb. A; eeptance is :tuhlect to errors and c >.,f?W hs which do not authelizlviolations of adopteeI/ :.i.a;aaras and oromances. The responsibility for the U.O.N. UNLESS OTHERWISE NOTED N/A ,.-,:,uacy of aesign rests totaiiy with the designer. Ark-NidAs, deletions or revisidl4gPo these drawings aftt/ this date will void this. acceptance and will require a r� WP WEATHERPROOF DEVICE N/A resubmittal of revised drawin�s�orsubsequent approval Final acceptance is subject to field test and inspection by ` A completE Fire Dep RED AS BUILT ADD OR CHANGE N/A The Tukwila Fire, Prevention Bureau N/• N/A N/ Date: i 0 i . B • I, 07e6 Certificate totheI r_DDEn, AS BUILT N/A - C015� T.,r44.,., REMOVE BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A OTICE 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO uJ z a DESCRIPTION SHOP DRAWINGS LU 0 c0 0 o C «1 l/ \ Z 0 0 z co 0.) o CO c75 CQ a) V z - .1;C� J w= C/7 5 = u) Q riZ SSg SS CV D > d, signed, Tukwila artment Pre-test must be presented spector prior to ment of Acceptance )f any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and TUKWILA FIRE DEPARTMFAL Please call: 575.4407, and give this job ;ind exact address for shut. 6 kn or restoration approval, termination of the testing. F Copyright 2006 by Guardian Security Systems, Inc. All R LE PAID 2 2008 Tukwila Fire hts Reserved (1) >ffi SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \0B NUMBER: SHEET FA -01 THE DUCT SMOKE DETECTOR ASSEMBLY SHOULD BE INSTALLED IN ACCORDANCE WITH NFPA 72. THE PREFERRED INSTALL LOCATION OF THE HOUSING IS IN A LENGTH OF STRAIGHT DUCT AT LEAST SIX DUCT WIDTHS FROM ANY BEND OR OTHER OBSTRUCTIONS AS INDICATED. BEND OR OTHER OBSTRUCTION ANY DUCK OVER 3' WIDE, SAMPLE TUBE MUST GO THRU THE DUCT AND BE CAPPED. 404 6-10 DUCT EQUIVALENT DIAMETERS TYPICAL SMOKE DETECTOR ISTALATION REQUIREMENT LABEL SCALE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE ROM XLS CONTROL PANEL OR °REVI❑US ADDRESSABLE DEVIL S+ END OF LINE DEVICE(3.6K 1/4W) SUPERVISED SWITCH ; 0 DUCT DETECTOR LOCATION GROUND -@ 0 LC) 0 0 HTRI-R STATUS LED O COM N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE (BACKGOUND MUSIC SHUTDOWN) NOTE 1: VOLTAGE MAX. - CURRENT MAX.- C❑NT, RES, MAX. - MAX, CABLE LENGTH - C (LINE TO LINE) - C (LINE TO SHIELD) - MAX. LINE SIZE - MIN, LINE SIZE - MUSIC OUTLET SAMPLING---\ TUBE INLET SAMPLING ----- TUBE AT LEAST SIX DUCT WIDTHS FROM BEND TYPICAL MOUNTING FOR AD2-P DUCT DETECTOR SCALE=NONE TAC POWER SOURCE COMBINE ALL SHIELDS AND ISOLATE FROM GROUNDING O 0 TO NEXT ADDRESSABLE DEVICE j(+) STOP IF LAST DEVICE(-) FROM XLS CONTROL PANEL ❑R..{(+) I PREVIOUS ADDRESSABLE DEVICE (-) V RELAY CONTACTS (4.OA @ 125VAC) (4.0A @ 30VDC) 27 VDC 3,5 r1A DURING POLLING 10 OHMS 200 FT, (18 AWG) 0,02uF 0,04uF 14 AWG 18 AWG NOTE 2: ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST .25 SEC, TO GUARANTEE DETECTI❑N. 0 + TB1 S. 0000 23456 HCP TB2 6 5 4 3 2 1 0 a END OF LINE Z 1 DEVICE (3.6K 1/4W) �/ SUPERVISED_____/ /. SWITCH GROUND -- NOTE: 0 0 N d- 0 0 HTRI-D OSTATUS LED CO 0 0 NOT USED END OF LINE DEVICE 3.6K 1/4W) SUPERVISED /1 SWITCH FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. "TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL LABEL KkE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 GND N AC II 0 PAD -3 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - m m 24K TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE + NAC -4 t. NAC -3 Z NAC -2 2 NAC -1 FRONT VIEW NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP NOT USED REMOTE !. DEVICE LOOP 0 0 0 (FROM XLS CONTROL PANEL OR (+)> PREVIOUS ADDRESSABLE DEVICE (-)> 470 OHMS �!V EOL 0 0 IC INPU (+Y�-) 9 9 T M-1 0 > V L 1- moo booio o �m 4:000 TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL EARTH GROUND 0 -">(+) TO NEXT DEVICE OR >(-) STOP IF LAST DEVICE FROM REMOTE POWER SUPPLY ('S' CABLE) FROM FACP (VOICE CIRCUIT) CV' CABLE) SCALE NONE C () STROBE SPEAKER (( ) (+) (-) STROBE (STR❑BE) SPEAKER (+) (-) SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE_ OR STROBE ONLY R 0 4S DEEP BOX W/ 1-1 /2" EXTENSION RING (SPEAKER STROBE) 4S BOX (STROBE ONLY) SPEAKER/STROBE WALL MOUNTED FIRE ALARM DEVICE MOUNTING ELEVATIONS SCALE=NONE TO NEXT DEVICE OR END OF LINE TO NEXT DEVICE OR END OF LINE NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. OPERrN TEMPERA RE: +32' F 0- C) TO 100 F (38' C) HUMIDITY: 0- 9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN (-) >-- DATA IN (+) > DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FT/MIN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE > ( ) DATA OUT > (+) DATA OUT )r CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID CEILING SPEAKER SUPPORT TILE BRIDGE HARD LID 4' SQUARE DEEP BOX - z WITH 1-1/2' EXTENSION CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKER/STROBE MOUNTING (DROP CEILING) SCALE=NONE JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT JUNCTI❑N BOX MOUNTED ON CEILING FLEX \ 0 0 0 0 ; 1 TO NEXT DEVICE ----CADDY BAR SMOKE DETECTOR ---- SMOKE DETECTOR MOUNTING SCALE=NONE SUSPENDED ILLUMINATED CEILING DO \IOT INSTAL ADDRESSABLE INITIA-I \.G DEVICES UNTO_ PREPROGRAM El WITH DEVICES ADDRESS. Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved rr) co 0' 0 (/) L.1J J w 0 U) 111 rte) r - o • 0' 0' 00 0 N x TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z DESCRIPTION SHOP DRAWINGS DATE 5/28/08 2 ««a Cf) //w D CX) C\I <0) Z w00 F - WIG ��D 2 w vJ cc _Go 41; Q J a�J Z `Q N D / 1— /ALE: 1/8"=1' 0 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: ._JOB NUMBER: } FA -02 SHEET LLt 0 co O z 2696 WESTFIELD SOUTHCENTER MALL SCALE 118'4 FLAG NO ES: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,(SEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR. WIRED BY ELECTRICAL CONTRACTOR. SIEMENS IITRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF CONTRL PANEL, FIELD LOCATE SIEMENS PAD -3 BOOSTER POWER SUPPLY FOR STROBE POWER, AC POWER BY EC FROM DEDICATED, LOCKED OUT 20A, 110 VAC BRANCH CIRCUIT. FIRE ALARM J—BOX (VERIFY EXACT L❑CATI❑N G,C,'S FIRE ALARM CONTRACTOR TO TIE—IN ALL DEVICES TO J—BOX FINAL CONNECTION TO MALL'S FIRE ALARM SYSTEM BY L,L, APR❑VED CONTRACTOR DO \OT INS ALL ADDRESSABLI BN -IAT CES UNTIL PRT_PROGRAMMlED W T DEVBCES ADDRESS® NG -1 Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved aszl 0\ z Mg dui11111O W maim I— I-- W ®� O Q i F) FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS CO W z DESCRIPTION SHOP DRAWINGS w D co O co N 0 z COC CO0) J CO C\I��z WLU oo I_ ILL -oz -9 Dew= F.g, Z co > 1— N Z 0 SCALE: 1/8" =1 ' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE:5/28/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -03 J C u / J;/ 1 --z-r---.- ==rr-----r_r- NORTH 2896 WESTFIELD SOUTHCENTER MALL SCALE 1132'=1' C 75 C 75 15 15 EOL -S1 RISER DIAGRAM BATTERY SIZING CALCULATION T Notification Appliance Circuit Detail SYSTEMCALCULATIONS 2896 PROJECT: 2896 SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations FACP ADD ONS Panel: 2896 Wire Resistance 1.62 Date: June 2, 2008 CURRENT TOTAL= 478 CIRCUIT: S1 Current Load: Standby: Alarm: Current Load: QTY Device Type Standby: Alarm: Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.86 Device Type SET MC@30CD Qty Amps Total Amps Total • Device Type MI Qty Amps Total Amps Total •Total Device Load, Amps (1) 0.48 0 SET -MC @110CD233 HFP-11 0.0022 0.0022 0.0023 (Total Cct Load) Main System Board 1 0.03 0.03 0.030 0.030 AD2-P 0.41 1 0.0635 0.0635 0.064 0.064 SET -MC @15CD 1 (E= I * R) 0.064 0.064 HTR -R 2 0.009600 0.0096 0.021 0.042 IIIIIIIIIIIIN SET -MC @30CD 4450 0.098 (20.4 - E) HTRI-D 64 .. 0.001600 0.0035 SET -MC @75CD 2 98 0 _- 0.175 0.350 ICP -B6 0.005 233 0 111111111111 SET -MC @110CD DEVICES=4 0.233 478 12 265 19.9895892 478 SET HMC-C@115CD 0.318 Notification Appliance PROJECT: .1 WESTFIELD SOUTHCENTER MALL SET HMC-C@135CD Panel: 0.318 Wire Resistance 2.58 Date: Its: CURRENT TOTAL SET HMC-C@185CD CIRCUIT: SPEAKER CIRCUIT 0.445 0.0731 Amps 0.106 Amps ZR -MC @15CD VVire Size 1 Voltage at EOL Circuit Total 0.064 0.064 ZR -MC @30CD 0 0 0 0.098 Standby Current Load: 0.0731 Amps For 24 Hours = 1.754 Amp -hours 0 HCP -- ■Total Device Load, Amps (I) 0.01 0.0015 0 0 �-■ (Total Cct Load) 0 0.03 Amps 0.508 Amps Alarm Current Load: 0.02 0.106 Amps For 5 Minutes= 0.009 Amp -hours (E= I * R) 0 0 0 I EOL Voltage 20.38 Standby Current Load: 0.03 Amps For 24 Hours = 0.720 Amp -hours (20.4 - E) 25% Derating= 2.204 Amp -hours ■ DEVICES= Alarm Current Load: TOTAL mA= 0.508 Amps 565 For 5 Minutes= 0.043 Amp -hours Total System Current Load: 2.204 Amp -hours 25% Derating= 0.953 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.953 Amp -hours tI2VDC Battery Pair to be Used: Amp -hours 7AH BATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU cr w w J LU Ct z w DESCRIPTION 0- 0 w 00 CO N tn aaa N CC W LL SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -04 T Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: 2896 Wire Resistance 1.62 Date: June 2, 2008 CURRENT TOTAL= 478 CIRCUIT: S1 QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total 1 SET -MC @15CD 64 64 Total Wire Resistance (R) 0.86 SET MC@30CD 98 0 • ( WL* 2 )* (Rift) MI SET -IVB @75CD175 350 •Total Device Load, Amps (1) 0.48 0 SET -MC @110CD233 0 III (Total Cct Load) 1 Voltage Drop (E) 0.41 $ • 445 • (E= I * R) EOL Voltage 19.99 IIIIIIIIIIIIN @185CD 4450 (20.4 - E) •D 64 .. Z-MC@30CD 98 0 _- - SET NIC-CW@110CD 233 0 111111111111 DEVICES=4 TOTAL mA= 478 12 265 19.9895892 478 Notification Appliance PROJECT: .1 WESTFIELD SOUTHCENTER MALL Panel: 2896 Wire Resistance 2.58 Date: Its: CURRENT TOTAL CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total VVire Size Wire Length Voltage at EOL Circuit Total 0 0 0 0 0 -- ■Total Device Load, Amps (I) 0.01 0 0 �-■ (Total Cct Load) 0 Voltage Drop (E) 0.02 0 • 0 (E= I * R) 0 0 0 I EOL Voltage 20.38 0'0 0 1111 (20.4 - E) ■ DEVICES= 3 TOTAL mA= 5.4 14 565 20.384256841 5.4 VOLTAGE DROP CALCULATION FAX (206) 628-4990 TEL. (206) 622-6545 z 0 LU cr w w J LU Ct z w DESCRIPTION 0- 0 w 00 CO N tn aaa N CC W LL SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 5/28/08 BACKROUND PLAN PROVIDED BY: \OB NUMBER: SHEET Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved FA -04 2896 SHELL SPACE - 1111.., r�.. � p Lam. I1_Cl, _r.r_.... i it _......-1 a i,....„ 7 - , - -— 1111 - i�` _ -•r IIs 100 4-t • tzr— 1 - IL... 1111.1 VICINITY MAPSuite##28-96) - SCALE: NTS- _ — _-- - — General Notes II 10 111111: Ill(, ----- =-- 1111 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE .31 D. iIn?�f�,�,.:,�„_, -. � 1111.:: �•. . (1111. -....'.r_, .:� -dr. Via• _ 4.� �j a(r t✓: `i--��� .;;. 11 _,,, -.�; 1111_,s:. reSuiJrn t.cc ci i (l� .,i `,�J,:-e• H. 1111 v Final Facccf.,p't ...,_ i ,z.�i,i. .� r: ;,1 n- d �.; - - ._ 1111 ;a 11-11 u .,, by P !The Tukwila Hai, Pr;:ver on F urP,-u. IDate: (o 1(.-t90 By: II pacu•s--.---•.n-.r.e.5.Fv3.�,-...s.l:___.1c2::. •»n -x.. +.•:a'r-.r.�C,.'�t?J5T2✓ -a ..'row 29� /2:0"/" #7." ii i.; ri /4/0%/Z1V 4S O .__i 1111_-1111.._ } 44 0.5. 01, g,1 0404 / p�'p t, i I _ _ _ _ _11_11__._... _ . b.._1:-.....#_ 1111_.: r.. �-�<.1111_-.__ ._-:_-__.... __-._-_1111___.._ -. 1111 1111. 1111- _ _.-_ -tir • - '. �. - , ares-waws�daad®o�arbo�asv�rv�iwII �o , KI I,�.. INN 11 '® 1111 ■ iiiiii si�� �� i. airmsomella riammolis ,.., t -�-: ®C�I� 1!®� �12E� E� .• _ 1111-1111 �i.` -•.' -}�`'� �: Ill I �-- I 11 u w . la 04> ' zeVillii O • Remote Area • Ordinary Group Il•0.20gpmlft2 for 1073.25ft2 ruKMLA FIRE DEPARTMEN/ Please call: 575-4.407 and give this job 30 e=xact address for shut, 1v>h/n or restoration approval. NOTICE Weld stamps must be inspected before. pipe is - p .�t piping ': �... ..s :,moi; i,�J+t{� hung, FIRE SPRINKLER SYSTEM E ZONEg T8ain Remote Area 2896 SHELL SPACE TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE • FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING SUSPENDED T -BAR GRID :1111....._ ........._. SPRINKLER HEAD CEILING TILE FLEXHEAD DETAIL NOT TO SCALE 3!8' KWIK BOLT -� •(21W EMBED LENGTH) FIG.909 SWIVEL SWAY BRACE FITTING FIG.1000 '•FAST CLAMP- SWAY BRACE ATTACHMENT LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY mass ORD HAZARD II MAX COVERAGE per HEAD 130 FN DENSITY .20 GPM / Ft' for 1073.25 Fe SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K.- 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 368.65 GPM @ 70.39 PSI At time of Design 12'- 0" CLG. 37.00% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE OLATERAL BRANCHLINE RESTRAINT U I NON -THREADED BRACE PIPE 318' KWIK BOLT (2114' EMBED LENGTH) FIG. 909 NO.THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT NOT TO SCALE / HILTI Klxlc Bolt II Drilled Anchor i Hanger No. 07C HILTI Kwik Bolt III `,1 ( 1 All Thread Rod I NI 1E11 ---t27, 1 Cut Rod Lgth Rounded to Nearest Inch Rod Coupling Swivel Ring Concrete Construction Bottom Of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE FILE COPY VICINITY MAP DETAIL NOT TO SCALE •74, 4.10 Vanilla Shells 2896 Swinerton Builders Q SYMBOL LEGEND REVISIONS Sprinkler Legend 2-VVAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE HYDRAULIC REFERENCE POINT HANGER SYMBOL BRANCHLINE RESTRAINT R3615 24 5.6 Pendent z Chrome 155°F F1 FR Semi-Rec APPROVAL: City of Tukwila R5415 8 5.6 Pendent White 155°F G4A Concealed CONT. NO.: K80407 Total= 32 DRAWN BY: Adam Kantner SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/02/08 tt Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. 0: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS/DECATUR/DENVER/DULUTH/HOUSTON/KANSAS CITY LAS VEQASJ WPNFAPOLIS /PHOENIX/PORTLAND/RAPID CITY ,ST. PAUL /SALT :MEOW/ SEATTLE Phone: 425-881-0100 Fax 425-881-3030 Vanilla Shells 2896 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM 1 — Minn Tukwila Fire SHEET FP -1 - OF 1 2896 SHELL SPACE - General Notes VICINITY MAP (Suite#2896) SCALE: NTS 1. Western States Fire Protection to add new pendent heads and branchlines in new tenant space. Sprinklers in the new store shall be spaced in accordance with NFPA #13 Ordinary hazard Occupancy with 130 ft2 maximum spacing (.20 density used in calculations) FlexHead Brand flexheads will be used to pipe heads to ceiling (equivalent length included in calculations). 2. The building is constructed with non-combustible materials and qualifies as unobstructed construction. 3. AH hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe is black Schedule 40 pipe. 5. All new threaded fittings are cast iron class 125 or ductile iron class 150. 6. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 7. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 8. Existing fire sprinkler system to remain. Western States Fire Protection will modify the existing system only in the areas of work. All other areas are not in contract and WSFP is not responsible for existing conditions. ZONE T8 EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE A C; 28 8'-0"A.F.F 0 j 31 Oa4OF -I - t.4,bpi -+-7-119101 . -C4 ,1 I.1 I ' s: O.O ', ;pl 1 ; ^ #suI� ' Al .,p 5 2-1,r- 0+,,40-1-'1 "' 3-1j-1-. — 8'-0"A.F.F 0 t /x "/irk.,,/: i/1 o n �1 ,�O Remote Area --1 Ordinary Group II.0.20gpm/ft2 for 1073.25ft2 29 30� FIRE SPRINKLER SYSTEM 1/8"=1'-0" 12'-0"A.F.F 12'-0"A.F.F Existing Main ZONE T8 15'-0"A.F.F 1 3�5—O7-911 —111 \C j Remote Area 2896 SHELL SPACE TYPICAL FLEXABLE SPRINKLER CONNECTION FLEXHEAD MOUNTING BRACKET PIPE NIPPLE SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS -- REDUCING FITTING SUSPENDED T -BAR GRID SPRINKLER HEAD v�,}0.. . . =11e.;.,,.aana,4,1,6r-c.14...w1,1,1,Rwr•ea0-,W,;., CEILING TILE FLEXHEAD DETAIL NOT TO SCALE FIG. 009 SWIVEL SWAY BRACE FITTING 3/13' KWIK BOLT --(2114' EMBED LENGTH) BRACE PIPE FIG. 1000 l- "FAST CLAMP' SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY cLAss ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft= DENSITY .20 GPM 1 Ft' for 1073.25 Ft` SPRINKLER Reliable F1 FR Semi-Rec ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 368.65 GPM © 70.39 PSI ' At time of Design 12'- 0" CLG. = 37.00% AREA REDUCTION FIG. 4A PIPE CLAMP FOR SWAY BRACE 3/0' KWIK BOLT (2114' EMBED LENGTH) FIG.909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT ULATERAL BRANCHLINE RESTRAINT FlorA0 NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE / HILTI Kwik Bolt it / ` Drilled Anchor Q Cut Rod Lgth Rounded to 1 Nearest lnch Hanger No. 07C HILTI Kwik Bolt III Rod Coupling All Thread Rod Swivel Ring 1 ( / Concrete Construction Bottom of Concrete to Center Line of Pipe Note on Plan Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NOT TO SCALE VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 24 5.6 Pendent Chrome 1885°F F1 FR Semi-Rec APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 8 5.6 Pendent White 155°F G4A Concealed CONT. NO.: KS0407 Total = 32 DRAWN BY: Adam Kantner HANGER SYMBOL BRANCHLINE RESTRAINT SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE 06/19/08 Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF16QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBIIOUEROUE/AUSTIN/DALLAS/ DECATUR /DEN/ER/DULUTH /HOUSTON/KANSAS CITY LAS VEGAS/MINNEAPOLIS /PHOENIX/PORTLAND/RAPID CITY/ST. PALL /SALT LAKE CITY/SEATTLE Phone: 425-881-010U1 Fax: 425-881-3030 08-t:530`77 Vanilla Shells 2896 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER SYSTEM Vanilla Shells 2896 w z 0 Adam Kantner 2 0 0) 0. Swinerton Builders CONTRACTOR: SHEET FP -1 OF 1