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HomeMy WebLinkAboutPP - 2600 SOUTHCENTER MALL FC-14 - KUDO BEANS - PERMITS AND PLANS2600 SOUTHCENTER MALL FC -14 FOOD COURT ASSOCIATED PERMITS 08-F-351 08-S-354 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Kudo Beans 2600 FC- 14 Southcenter Mall Permit No.: 08-S354 Date: June 24, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (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'h 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary Job Number: KS0449 Report Description: Ordinary Group II Job Job Number Design Engineer KS0449 Adam Kanter Job Name State Certification/License Number Kudo Beans WESTESF136QF Address 1 AHJ 2600 Southcenter Mall City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Drawing Name Tukwila Wa 98188 FP-1.cad System Remote Area(s) Most Demanding Sprinkler DataOccupancy 5.6 K -Factor 22.00 at 15.434 ' Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1012.50ft2 (Actual 654.10ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(qpm) 11 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams. 250.00 /�� System Flow Demand Total Water Recurred (Including Hose Allowance) / a r� f.,,. 267.10 517.10 Maximum Pressure Unbalance In Loops 4 ' Vit'- pry o.000 Maximum Velocity Above Ground' 21.68 between nodes 45 and 42 ' Maximum Velocity Under Ground 1.01 between nodes 1 and 294 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2658.79ga1 1.35ft3 Supplies Hose Flow Static Residual @ Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (qpm) (psi) (gpm) (psi) (psi) 1__y 250.00 140.000 20.000 _10900.00 139.573 517.10 71.999 67.574 Contractor Contractor Number Contact Name Contact Title KS0449 Adam Kantner Project Manager Contractor Name Phone Extension Western States Fire Protection 425.881.0100 --- _,__ Address 1 -- -- --- 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mail City 1 State Zip Code Web -Site Redmond WA 98052 kt, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:05:58PM Page 1 11 Summary Of Outflowing Devices 1 Device Actual Flow (gPm) Minimum Flow (gpm) Job Number: KS0449 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler Sprinkler b Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 104 22.80 109 25.24 101 22.00 103 22.33 102 22.32 105 22.85 110 26.81 107 24.02 111 29.71 106 23.78 108 L 25.23 v Most Demanding Sprinkler Data 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 5.6 5.6 5.6 5.6 5.6 16.577 20.309 15.434 15.905 15.886 5.6 16.655 5.6 22.922 5.6 18.393 5.6 5.6 5.6 28.147 18.033 20.305 AL, © M.E.P.CAD, Inc. i;JAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:09PM Page 2 111 Node Analysis Job Number: KS0449 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 33 18-3 P0(5-0) 20.482 34 18-3 PO(5-0) 20.596 35 18-3 PO(5-0) 20.824 37 18-3 PO(5-0) 21.904 38 18-3 PO(5-0) 22.304 42 15-9 PO(5-0) 28.147 45 15-9 P0(8-0) 47.518 64 15-9 PO(5-0) 28.254 65 15-9 P0(5-0)__ 28.413 67 15-9 PO(5-0) 30.438 68 15-9 PO(5-0) 30.828 70 15-9 P0(8-0) 47.570 71 15-9 T(5-0) 23.778 135 18-3 2P0(26-4) 49.252 213 -16-1 P0J37-8'/z) 64.841 294 -14-1'h BFP(-4.500) __. 68.555 328 -16-1 LtE(16-0) _ 64.873 104 13-9 Spr¢16.577) 16.5771 22.80 109 13-9 Spr(-20.309) _ 20.309 25.24 101 13-9 Spr(-15.434) 15.434 22.00 103 15-0 fir( -15.905 15.905 22.33 102 13-9 Spr( 15.886) 15.886 22.32 + 105 15-0 Spr(-16.655) _ 16.655 22.85 110 13-6 Spr(-22.922) 22.922 26.81 107 15-0 Spr(118.393)_ 18.393 ' 24.021 111 13-3 Sp:L.28.147) 28.147 29.71 _ 106 13-9 Spr(-18.033) _ 18.033 23.78'- 10,8 3.78'108 _ 13-9'/s Spr(-20.305)_ _ 20.305 25.23 t_ 1 -22-0 , S 71.999 267.10_____ © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:12PM Page 3 9Y� Hydraulic Analysis 1 Job Number: KS0449 Report Description: Ordinary Group II Pipe Type Diameter Flow Veloc K -Factor HWC Friction Loss _ Length Pressure Length Summary Length Downstream Upstream Elevation Discharge Pt Pn Fittings Eq. Total Qi Route 1 DR 1.049 0=22.00 8.17 C=120 0.155227 30-9% Pf 7.107 101 13-9 q=22.00 K=5.6 15.434 Spr(-15.434) 15-0 Pe -1.945 34 18-3 20.596 5E(2-0), PO(5-0) 45-9% Pv BL 1.610 Q=44.32 6.98 C=120 0.070409 3-3 Pf 0.228 34 18-3 20.596 Pe 35 18-3 20.824 3-3 Pv BL 1.610 Q=66.65 10.50 C=120 0.149790 7-2'/Z Pf 1.081 35 18-3 20.824 1 P 37 18-3 21.904 f. 7-2% Pv BL 1.610 Q=89_.4.5 14.10 C=120 0.258149 1-6'/2 Pf 0.400 37 18-3 21.904 Pe 38 18-3 22.304 1-6Y% Pv BL 1.610 Q=112.31 17/0 C=120 0.393250 8-1, Pf 4.759 38 18-3 22.304 4-0 Pe 1.084 42 15-9 28.147 2LtE(2-0) 12-1' Pv BL 1.610 0=137.54 21.68 C=120 0.572179 25-10% Pf 19.371 42 15-9 28.147 _ 8-0 Pe 45 15-9 47.518 P0(8-0) 33-10% Pv CM 4.260 Q=137.54 3.10 C=120 0.005007 10-4 Pf 0.052 45 15-9 47.518 Pe 70 15-9 47.570 10-4 Pv CM 4.260 Q=267.10 6.01 C=120 0.017091 117-2% Pf 2.759 70 _ 15-9 47.570 44-3 Pe -1.077 135 18-3 49.252 2fE(8-11%), PO(26-4) 161-5 Pv CM 135 _ - 6.357 18-3 Q=267.10 2.70 -, C=120 49.252 0:002433 133-10, Pf 0.708 157-2 Pe 14.881 213 -16-1 64.841 5fE(12-7), BV(12-7), CV(40-3), 291-0 Pv , GV(3-9'/2), PO(37-8%) FM 8.329 0=267.10 1.57 C=120 0.000653 i 16-5% Pf 0.032 213 -16-1 64.841 3241 Pe 0.000 328 -16-1 64.873 fE(16-0), LtE(16-0) 48-5'/z' Pv FM 10.420 Q=267.10 1.00 C=120 0.000219 28-2% Pf 4.524 328 -16-1 64.873 I 83-0 Pe -0.842 294 -14-1'/2 68.555 4LtE(16-0), BV(19-0), BFP(-4.500) 111-2'% Pv UG 10.400 Q=267.10 1.0.1 C=140 0.000166 110-2 Pf 0.037 294 -14-11/2 68.555 111-7, Pe 3.407 1 -22-0 71.999 E(35-1), 3LtE(25-6), S 221-914 Pv Route 2 DR 1.049 Q=22.32 8.29 C=120 0.159430 30-0% Pf 6.541 102 13-9 q=22.32 K=5.6 15.886 Spr(-15.886) 11-0 Pe -1.945 33 18-3 20.482 3E(2-0), PO(5-0) 41-0'/2! Pv BL 1.610 Q=22.32 3.52 C=120 0.019793 5-9 Pf 0.114 33 18-3 20.482 , Pe 34 18-3 20.596 5-9, Pv Route 3 DR 1.049 Q=22.33 8.29 C=120 0.159599 28-7% Pf 6.323 103 15-0 q=22.33 K=5.6 15.905 Spr(-15.905) 11-0, Pe -1.404 35 18-3 20.824 3E(2-0), PO(5-0) 1 39-7% Pv v Route 4 DR 1.049 13-9 Q=22.80 q=22.80 8.46 _ _ K=5.6 C=120 0.165834 - , 32-10 Pf 7.272 11-01 Pe -1.945 104 16.577 Spr(-16.577) 1 37 18-3 21.904 3E(2-0), PO(5-0) 43-10' Pv Gip Route 5 DR 1.049 Q=22.85 8.48 C=120 0.166551 31-4 Pf 7.053 105 15-0 q=22.85 K=5.6 16.655 Spr(-16.655) 11-0 Pe -1.404 38 18-3 22.304 3E(2-0), PO(5-0) 42-4F Pv co Route 6 DR 1.049 Q=23.78 8.83 C=120 0.179259 30-10% Pf 6.607 106 13-9 q=23.78 K=5.6 18.033 Spr(-18.033) 6-0 Pe -0.862 71 15-9 23.778 3E(2-0) 36-10'% Pv AO 1.049 0=47.80 17.74 C=120 0.652190 2-1% Pf 4.635 71 15-9 23.778 5-01 Pe 65 15-9 28.413 PO(5-0) 7-1'/z Pv BL 1.610 0=73.03 11.51 C=120 0.177.382 _ _ 11-5 Pf 2.025 65 _ 15-9 28.413 1 Pe 67 15-9 30.438 11-5 Pv BL 1.610 Q=102.74 16.19 _ C=120 0.333536 1-2 Pf 0.390 67 15-9 30.438 Pe 68 15-9 30.828 1-2 Pv BL 1.610 0=129.55 20.42 C=120 0.512200- _ 24-8 Pf 16.742 68 15-9 .30.828 8-0 Pe 70 15-9 47.570 P0(8-0) 32-8 Pv (b5 ©M.E.P.CAD, Inc. MAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 4 111 Hydraulic Analysis 1 Job Number: KS0449 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 v Route 7 DR 1.049 Q=24.02 8.92 C=120 0.182573 24-3 Pf 5.704 107 15-0 q=24.02 K=5.6 18.393 Spr(-18.393) 7-0 Pe -0.320 71 15-9 23.778 E(2-0), T(5-0) 31-3 Pv .i Route 8 DR 1.049 Q=25.23 9.37 C=120 0.200062 33-0'/ Pf 8.810 108 13-9% q=25.23 K=5.6 20.305 Spr(-20.305) 11-0 Pe -0.862 64 15-9 28.254 3E(2-0), PO(5-0) 44-0% Pv BL 1.610 Q=25.23 3.98 C=120 0.024837 6-5 Pf 0.159 _ 64 15-9 28.254 Pe 65 15-9 28.413 6-5 Pv Route 9 DR R 1.049 Q=25.24 9.37 C=120 0.200098 28-5% Pf 8.699 109 13-9 q=25.24 K=5.6 20.309 Spr(-20.309) 15-0 Pe -0.862 42 15-9 28.147 5E(2-0), PO(5-0) 43-5'/2 Pv Route 10 DR 1.049 Q=26.81 9.95 C=120 0.223803 28-8 Pf 8.875 _ 110 13-6 q=26.81 K=5.6 22.922 Spr(-22.922) 11-0 Pe -0.970 68 15-9 30.828 3E(2-0), PO(5-0) 39-8 Pv a. Route 11 DR 1.049 Q=29.71 11.03 C=120 0.270611 5-5% Pf 3.370 111 13-3 q=29.71 K=5.6 28.147 Spr(-28.147) 7-0 Pe -1.078 67 15-9 30.438 E(2-0), PO(5-0) 12-5'/2� Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 C Value Multiplier II )4.87 Actual Inside Diameter = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. .ffiAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Job Number: KS0449 Report Description: Ordinary Group II Diameter Flow Velocity Elevation Discharge K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend 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 E Velocity pressure at a point in a pipe EE 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 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 90° Elbow 45° Elbow 11'/4 Elbow 221/2 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap (1� ©M.E.P.CAD, Inc. 411AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 6 Hydraulic Graph 1 Job Number: KS0449 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 90 .N a Pi N 75 ,517.10 'co 22 _267.10 a - with hose @ 71.999 streams 60 45 ^System demand curve 30 -9 10900.00 @ 20.000_ 15 111111111 11IIII1I1 11111111 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I I I I I I I I I I I I I 1 I 1 I 1 I 0 p.11IIIIII1I1111III11I 11002200 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 139.573 @_517.10 System Demand 267.10 @ 71.999 System Demand (Including Hose Allowance) 517.10 @ 71.999 J1, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:19PM Page 7 111 Flow Diagram (Top View) Job Number: KS0449 Report Description: Ordinary Group H b� ©M.E.P.CAD, Inc. 11AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:22PM Page 8 General Notes 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 onl in the areas of work. All other areas are not in contract and WSFP is not responsible for exi ting conditions. Kudo Beans ist • .211 LLIP:11- S "'nnur SYMBOL LEGEND VICINITYNTS MAP (Suite#2600) SCALE: EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT To SCALE REVISIONS Ordinary Group II'0.2Ogpm/ft2 for 1012.50ft2 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 CEILING TILE 8 FLEX: -BEAD DETAIL NOT TO SCALE CSG+►. 1q3�4'-9" CLG12 . '" 1 x o-10 V 'FLEX Q�f5 Mech Teti • V' CLG. 15'-0" 4, h Tee a,�f !fl'%+m-t�^>•rc2 r.":'nr.•r ^r. Remote Area FIRE SPRINKLER PLAN 114"=1'-0" Sprinkler Legend Existing FIFR change to Concealed Existing Branchline 'P.:�:rd R!:".4eiNr L7:ril"Sa 3 FeP.-'�R-3. • 1F2G',e#S'S e.�P¢^s Rnge�+a Existing Branchline Remote Area KUDO BEANS CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM r Ft' for 1012.5 Ft' SPRINKLER G4A CONCEALED ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 RESIDUAL 20 FLOW 10900 PSI PSI GPM AT BASE OF RISER. SYSTEM REQUIRE' S- 267.10 GPM @ 68.55 PSI ' At time of Design 15'- 0" CLG. = 32.5% AREA REDUCTION 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 4 5.6 Pendent Chrome 155°F Existing F1 FR APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 11 5.6 Pendent Yz l White 155°F G4A CONCEALED Total= 15 CONT. NO.: 40449 DRAWN BY: Adan Kantner HANGER SYMBOL BRANCHLINE RESTRAINT Adds=6 Relocates=4 SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 06/20/08 1171111":111•1 RRIGET1 F10.809 SWIVEL SWAY BRACE FITTING O, 3/8• KWIK BOLT �...--(21k' EMBED LENGTH) BRACE PIPE F10.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE 3/8' KWIK BOLT (2114' EMBED LENGTH) F10.809 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT .I `BRACE PIPE LATERAL BRANCHLINE RESTRAINT lug) NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Existing Main ZONE M5 Hanger No. 07C HILT! Kwik Bolt III Rod Coupling —� All Thread Rod Cut Rod Lgth Rounded to Nearest Inch 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 TICE. Weld stamps must be inspected before pipe is hung. Dont paint piping prior to hydrostatic test approval. r - Without Comrn nt:; s 1ti ' As Noted In Red Per The ,°:ti.achci,i i_I lt�r i nese plans have hien r i !vied by Ti r:: Tulcwiia Fir= Prevention Bureau rr.:r CCr,tot!ilalick with ct:rrent c.ity standards. Acce:ptanoo i ; to errort, and omissions which do ilei sutnorze vioi<.tions af.adopt, stanaaras and oram (i(c, . 1 I)r u.;!wal7sibi;ty fortthe adequacy of. design r6i;ttr tly the designer. Additions deletionsor 11>vi:,icls= 'o these dr iawuitngs a: er LL' rSi;u re �� rawings for tit.ttgequent w ppr, :vat' Cr (0 ca ect to field test 64A151:::.,1,.„::, ntion Bore VICINITY MAP DETAIL NOT TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WKWILA FIRE DEPARTMEN1 Please call: 575-4407 and givee this job No.ags and exact address for shut. -iown or restoration approval, WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS! DECATUR /DENVER /DULVIN /HOUSTON ) KANSAS CITY LAS VEGAS/MINNEAPOLIS J PHOENIX/ PORTLAND /RAPID CITY /ST. PAUL /SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Kudo Beans JUN 24 2008 2600 Southcenterft � Tukwila Fire Tukwila ,Wa 98188 $,5-k FIRE SPRINKLER PLAN Sill'; G 511 FP-�I OF 1 Woodburn Constructio /J2 KUDO BEANS FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3ESHEET TITL- FA- 01 SYSTEM I \ FOMATIO\ FA -02 TYPICAL DETAILS - WRI\G A\3 MOU\TI\G FA -03 FRE ALARM SYSTEM FL00H PLA\ FA -04 SYSTEM CALCULATIO\S (CE\EAL), ISH, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION 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) RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED 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 TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM FLL 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. NCH NCH NCH NCH NCH INCH 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 PREPROGRAMMED 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 (LE. 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 DEDICATED BRANCH 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. 23. 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. 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 1 EX SYMBOL DESCRIPTION MODEL E MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM SDD-1 REMOTE ANNUNCIATOR 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 WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTR( -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 Ca LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD ® SMOKE DETECTOR HFP-11 W/ SIEMENS '�I (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE AD DETECTOR AD2-P W/ SIEMENS DUCT HOUSING TSM MODULE VERIFY IN HELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL 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 IN/ 1-1/2" EXT. L FIRE ALARM STROBE C (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX IN/ 1G RING CEILING ILI Q C FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B p STROBE WP (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 CI MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX A.F.F. ABOVE FINISHED FLOOR F.B.❑, N/A x. N/A N/A aterame`VOIMMINI•0111011101UCIElf VERIFY' IN FIELD N/A I F.B.❑, FURNISHED BY OTHERS N/A t N/A N/A Without Comments 0 As R.oted In Red Per The Abad? ed Letter • N/A NOT APPLICABLE N/A N/A N/A r N/A U.O.N. UNLESS OTHERWISE NOTED N/A i nese plans have been reviewed by The l ukwita Fire i Wntion Bureau for conWrfiance with current citi/A standards. Acceptance is subject to errors and WP WEATHERPROOF DEVICE N/A I o r ions which do not au gqrzee violations of adopt dd Y Si n oras and oralnances "'Y responsibility for thJA ? adequacy of design rests totally with the designer. 1 A complete RED AS BUILT ADD ❑R CHANGE N/A Additions, deletions or revisions to these drawings atter z s��'ate will void this act Yar�ce and will require aN/A # ; tl�l eq resubmittal of revised drawings for subsequent approval. Fire Dein Certificate to the I GREEN AS BUILT REMOVE N/A naAacce tante is subjecWo ietd test and itis ec // p 1 P itOn�y The Tukwila Fire Prevention Bureau. commence Testing( BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A r Date: © By. 07 $ and De Failure c in J� <aa«« a Re -in TUKWILA FIRE. DEPARTNIZM Tease call: 575-440Z and give this job No. oS-/- 251 and exact address for shut= -own or restoration approval: Copyright 2006 by Guardian Security F r FAX (206) 628-4990 TEL. (206) 622-6545 NOTICE d, signed, Tukwila lartment Pre-test must be presentee nspector prior to ment of Acceptano )f any Fire Alarm Lection Systems. )f test will result spection Fee and termination of the testing. ID JUN 2 3 2008 Tukwila Fire 75 Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: M a DESCRIPTION SHOP DRAWINGS DATE 0 0 0 J� <aa«« J CO 2 oTo CP) w z z w i-0 < w0 W oz m o_< O 5o Q � EC ELSI p CV (SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -01 J 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. 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 FROM XLS CONTROL PANEL ❑R+ PREVI❑US ADDRESSABLE DEVIL 0 DUCT DETECTOR LOCATION 1 END OF LINE DEVICE(3.6K 1/4W) ate 0 SUPERVISED SWITCH r) GROUND -2) HTRI-R STATUS LED 0 N.0 COM 0 N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L _ + NOTE 11 VOLTAGE MAX, - CURRENT MAX, - CONT, 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 L4_ AC POWER SOURCE COMBINE ALL SHIELDS AND IS❑LATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE 1.(+) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE i-) END OF LINE DEVICE (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4.0A @ 125VAC) GROUND (4.OA @ 30VDC) 0 ; ; ; 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT, (18 AWG) 0.02uF 0.04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N, 0 I00l TB1 4. 0 0 0 0 123456 HC TB2 3 654321 0 0 HTRI-D OSTATUS LED 0 tr 0 0 NOT USED END OF LINE DEVICE 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL Ulla SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND N AC 111 0 0 0 J_ 0 PAD -3 0 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 122 24K n TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE \`SUPERVISED SWITCH ?NAC -4 NAC -3 2 NAC -2 NAC -1 1 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP +, NOT USED REMOTE .1I.. DEVICE LOOP 0 0 (FROM XLS CONTROL PANEL OR (+), PREVIOUS ADDRESSABLE DEVCE (-)> T M-1 0 0 �Mo O =1 0 CCaC,Q TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP <V❑ICE CIRCUIT) C'V' CABLE) SCN NONE EARTH GROUND —>(+)TO NEXT DEVICE OR > (—) STOP IF LAST DEVICE STROBE) SPEAKER �) H (+) STROBE (STR❑BE) (+)EAK�) 0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80" A.F.F.; 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. OPER TIN TEMPERA -MX +32' F O ' C TO 100" F 38' C) HUMIDITY: 9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FTMN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN ( ) DATA IN (+) > REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE*- > ( ) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID —\ CEILING HARD LID ----, SPEAKER SUPPORT TILE. BRIDGE / 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION \ CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED ON CEILING. FLEX JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT / / / / ///i0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE `--- SUSPENDED ILLUMINATED CEILING DO NOT INST , LL ADDRESSABLE ON DEVICES .,1\ TIL PREDROGAMVE DEVICES ADDLE TOATO \ G D WOTH SS. Cnnvrinh+ 9M6 by C\/Q4crv1c Inn All D1a4,1c Decnrtin.1 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 00 0 LO LO z CaCCC J z z 0 0 „co 0 'Q0 t!)2 cc Z w 1-0 0 wo W Uz .� 00a _- 0oQ �w� D —n V ) // J op CV W 0 —J FE.0 SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: J SHEET 1 FA -02 '\ __ rNFI� 1i_ ; 2D-1 95cd \‘‘, ; ------ ,, 2S -------------------- -.-tL ----!G !ID NORTH KUDO BEANS WESTFIELD SOUTHCENTER MALL SCALE 118"=1' FLAG NO S: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL 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. DO NOT NS ALL ADDRESSABLE INlDTI T DFVICES UNTIL 'EP OGRAMMED WIT DEVICES ADDRESS. I\G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 4 1.0 c0 0' z O c9 LLT J 'W^ ( J rO W a• r) 4 FAX (206) 628=4990 LO N N •0 0 N uJ RELEASE/REVISIONS / U) 2 Z w W COW 2 os 0< LT- - co - 00 co C) W z z O (J _z r U o CV W uJ SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: r SHEET FA-O3� P 11i�1 f�� r '0 SYSTEM CALCULATIONS 0 ,'.., 1I .r,. 11 .c% �- 'i ' 1- `,1'`\ \k \\ \\ N.. 1 i .'1' „ / 0 NORTH '11 KUDO BEANS WESTFIELD SOUTHCENTER MALL \ \ ii; �. i \ / \•� .� / - =-- N. 7.7 SCALE 1132'=1' EX RISER DIAGRAM BATTERY SIZING CALCULATION KUDO BEANS KUDO BEANS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE to O In L. Panel: KUDO BEANS Wire Resistance 1.62 <CCCC Date: Current Load: CURRENT TOTAL= 264. Standby: Alarm: Current Load: S1 Standby: Alarm: _-■ .. QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total ■ 0 SET -MC @15CD Device Type 0._ Qty Amps Total Amps Total Total Wire Resistance (R) Device Type 0 Qty Amps 0 Total Amps Total HFP-11 (WL*2)*(R/ft) 0.0022 0.0022 0.0023 0 • Total Device Load, Amps (I) 0.26 1 SET -MC @95CD AD2-P . 264 0.0635 0.0635 0.064 ■ (Total Cct Load) Main System Board 0 1 0.03 0 0.03 0.030 0.030 HTR -R Voltage Drop ( E) 0.16 0.009600 0.0096 0.021 0 SET -MC @15CD ■ (E= I * R) 0.064 SET -HMC @135CD 318 HTRI-D 0.001600 0.0035 EOL Voltage 20.24 SET -MC @30CD SET -HMC @185CD 445 0 0.098 ■ ICP -B6 0 0.005 64 0 SET -MC @75CD 0 0.175 98 0 0 SET -MC @95CD 233 1 0.264 0.264 �■ ,I�I ' DEVICES= 1 TOTAL m A= 264 12 191 _ 20.23662624 264 SET HMC-C@115CD 0.318 Notification Appliance Circuit Detail SET HMC-C@135CD PROJECT: WESTFIELD SOUTHCENTER MALL 0.318 Panel: KUDO BEANS 0.0731 Amps Amps SET HMC-C@185CD Date: June 20, 2008 CURRENT TOTAL= 1.8 0.445 CIRCUIT: SPEAKER CIRCUIT ZR -MC @15CD QTY Device Type Alarm Current Alarm Total 0.064 Wire Length Voltage at EOL Standby Current Load: . 0.0731 Amps For 24 Hours = 1.754 Amp -hours 1.8 ZR -MC @30CD . Total Wire Resistance (R) 0.098 0 0 0 0 0 (WL*2)*(R/ft) Total Device Load, Amps (I) HCP 0 0 I 0 0.0015 Alarm Current Load: Amps For 5 Minutes= 0 Amp -hours 0 0 - MVoltage 0.03 Amps 0.294 Amps 0 0 0 0 0 0 EOL Voltage 20.40 0 0 0 25% Derating= 2.193 Amp -hours (20.4 - E) Standby Current Load: 0 0.03 Amps 01111111 For 24 Hours = 0.720 Amp -hours 0 0 0 DEVICES= 1 TOTAL mA, 1.8 14 191 20.39822599 1.8 Alarm Current Load: 0.294 Amps For 5 Minutes= 0.025 Amp -hours Total System Current Load: 2.193 Amp -hours 25% Derating= 0.931 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.931 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r7 m v W y 1743 FAX (206),628-4.990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NYI Notification Appliance Circuit Detail 1 DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE to O In L. Panel: KUDO BEANS Wire Resistance 1.62 <CCCC Date: June 20, 2008 CURRENT TOTAL= 264. CIRCUIT: S1 _-■ .. QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total ■ 0 SET -MC @15CD 64 0._ I Total Wire Resistance (R) 0.62 0 SET -MC @30CD 98 0 (WL*2)*(R/ft) 0 SET -MC @75CD 175 0 • Total Device Load, Amps (I) 0.26 1 SET -MC @95CD 264 . 264 ■ (Total Cct Load) 0 SET-HMC-C@115CD 318 0 • Voltage Drop ( E) 0.16 0 SET-HMC-C@177CD 445 0 ■ (E= I * R) 0 SET -HMC @135CD 318 0 • EOL Voltage 20.24 0 SET -HMC @185CD 445 0 ■ (20.4 - E) 0 Z-MC@15CD 64 0 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 �■ ,I�I ' DEVICES= 1 TOTAL m A= 264 12 191 _ 20.23662624 264 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: KUDO BEANS Wire Resistance 258 Date: June 20, 2008 CURRENT TOTAL= 1.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total . 1 70.7V 1/8 1.8 1.8 . Total Wire Resistance (R) 0.99 0 0 0 0 0 (WL*2)*(R/ft) Total Device Load, Amps (I) 0.00 0 0 I 0 0 (Total Cct Load) 0 0 0 MVoltage 1 Drop (E= I* R) ( E) 0.00 0 0 0 0 0 0 EOL Voltage 20.40 0 0 0 (20.4 - E) 0 0 01111111 0 0 0 DEVICES= 1 TOTAL mA, 1.8 14 191 20.39822599 1.8 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r7 m v W y 1743 FAX (206),628-4.990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NYI DESCRIPTION SHOP DRAWINGS DATE to O In L. <CCCC r 1�� C!) O W C1) J C Q 2c CO a= Z WF --o CC Q wr,W W oz z co 2 cc m= W O�oQ 0 Q cn. DOTS z O o 1- (DI- N U J 0 W - C/) >- Cl) SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \ 0B NUMBER: SHEET FA -04 J General Notes 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 buildina is constructed with non-combustible materials and aualifies 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. Thp nwnpr is rpsnnnsihlp fnr pII annrnpriate maintenance of sprinkler system in accordance with NFPA Rs 1A/All As state R Inr: I rnrips 7. The owner is responsible for the freeze protection of all sprinkler system piping and components thst are not ripslrinprl tor trpp7lnn rtnnrii Inns 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. Kudo Beans VICINITY MAP (Suite#2600) SlkALt: IV I b EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Ordinary Group II.0.20gpm/ft2 for 1012.50ft2 tb lech Tee \\ • �� Pte" � moi - 1 /. ;s R a��, 0— r Mech Tee _' .`3 Oii 3o I,oMk . \ia • \ i r'` AA \\ TYPICAL FLEXABLE SPRINKLER CONNECTION.' FLEXHEAD MOUNTING BRACKET PIPE NIPPLE 4%, SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING '\ SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE Asp ' ¢L I�\ - i•>•0 a 1\ I '104 IA %-%- -•�\,` k CLG. 12'43" �'"�-- \ \ '109 N.�1 x 0-10 ___X----:---- , c� Mech Tee ,\as, TO FLEX \\1,\ R.7,.../ "i FLEXHEAD DETAIL_ NOT TO SCALE \\\L ,/t 1'1/4\ \\ \ke ; 11 I\ \i 1111 4 <Z*1 A V O t Mech Tee R0 1) Mech Tee CV Remote Area / I /,". FIRE SPRINKLER PLAN 1/4"=1'-0" E Exlstlna F1FR change to Concealed Existing Branchline Existing Branchline Remote Area KUDO BEANS CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 11 MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1012.5 Ft' SPRINKLER G4A CONCEALED ORIFICE_rz K- 5.6 WATER FLOW INFORMATION`: STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 267.10 GPM @ 68.55 PSI At time of Design 15'- 0" CLG. = 32.5% AREA REDUCTION 3 5 7 9 11 43404 MI FIG.90 41,1 SWIVEL FITTINSWAYG BRACE PIPE 11 FIG. 1000 AST CLAMP" �•(0.) SWAY BRACE ATTACHMENT 3/9 KWIK BOLT (21(4' EMBED LENGTH) LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 3/9' KWIK BOLT (2 1/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE NON.THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT_ NOT TO SCALE Existing Main ZONE M5 19 Hanger No. 07C HILTI Kwik Bolt 111 / HILTI Kwik Bok II Rod Coupling —� All Thread Rod cL Cut Rod Lgth Rounded to Nearest Inch 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 VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend APPROVAL: City of Tukwila 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE DESCRIPTION R3615 R5415 HYDRAULIC REFERENCE POINT QTY. 4 11 Total =15 K SPRAY Pendent Pendent MFR./MODEL Chrome 155°F 155°F Existing F1 FR G4A CONCEALED HANGER SYMBOL CONT. NO.: KS0449 DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND BRANCHLINE RESTRAINT Adds=6 Relocates=4 SPRK. ON JOB: 06/30/08 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/ DALLAS I DECATUR /DENVER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND /RAPID CITY/ ST. PAUL /SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Kudo Beans 2600 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER PLAN SHEET 2600 SOUTHCENTER MALL FC -14 FOOD COURT ASSOCIATED PERMITS 08-F-351 08-S-354 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Kudo Beans 2600 FC- 14 Southcenter Mall Permit No.: 08-S354 Date: June 24, 2008 Reviewer: Steve Kohler Fire Inspector/Plan Review (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'h 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. All references are NFPA 13, 2007 Edition. Hydraulic Summary Job Number: KS0449 Report Description: Ordinary Group II Job Job Number Design Engineer KS0449 Adam Kanter Job Name State Certification/License Number Kudo Beans WESTESF136QF Address 1 AHJ 2600 Southcenter Mall City of Tukwila Address 2 Job Site Southcenter Mall City State Zip Code Drawing Name Tukwila Wa 98188 FP-1.cad System Remote Area(s) Most Demanding Sprinkler DataOccupancy 5.6 K -Factor 22.00 at 15.434 ' Ordinary Group II Hose Allowance At Source Density Area of Application 250.00 0.20gpm/ft2 1012.50ft2 (Actual 654.10ft2) Additional Hose Supplies Number Of Sprinklers Calculated Coverage Per Sprinkler Node Flow(qpm) 11 130.00ft2 AutoPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streams. 250.00 /�� System Flow Demand Total Water Recurred (Including Hose Allowance) / a r� f.,,. 267.10 517.10 Maximum Pressure Unbalance In Loops 4 ' Vit'- pry o.000 Maximum Velocity Above Ground' 21.68 between nodes 45 and 42 ' Maximum Velocity Under Ground 1.01 between nodes 1 and 294 Volume capacity of Wet Pipes Volume capacity of Dry Pipes 2658.79ga1 1.35ft3 Supplies Hose Flow Static Residual @ Flow Available Total Demand Required Safety Margin Node (gpm) (psi) (psi) (qpm) (psi) (gpm) (psi) (psi) 1__y 250.00 140.000 20.000 _10900.00 139.573 517.10 71.999 67.574 Contractor Contractor Number Contact Name Contact Title KS0449 Adam Kantner Project Manager Contractor Name Phone Extension Western States Fire Protection 425.881.0100 --- _,__ Address 1 -- -- --- 7102 180th Ave Ne, Suite A-105 485.736.9032 Address 2 E-mail City 1 State Zip Code Web -Site Redmond WA 98052 kt, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:05:58PM Page 1 11 Summary Of Outflowing Devices 1 Device Actual Flow (gPm) Minimum Flow (gpm) Job Number: KS0449 Report Description: Ordinary Group II K -Factor Pressure (K) (psi) Sprinkler Sprinkler b Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler Sprinkler 104 22.80 109 25.24 101 22.00 103 22.33 102 22.32 105 22.85 110 26.81 107 24.02 111 29.71 106 23.78 108 L 25.23 v Most Demanding Sprinkler Data 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 5.6 5.6 5.6 5.6 5.6 16.577 20.309 15.434 15.905 15.886 5.6 16.655 5.6 22.922 5.6 18.393 5.6 5.6 5.6 28.147 18.033 20.305 AL, © M.E.P.CAD, Inc. i;JAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:09PM Page 2 111 Node Analysis Job Number: KS0449 Report Description: Ordinary Group II Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 33 18-3 P0(5-0) 20.482 34 18-3 PO(5-0) 20.596 35 18-3 PO(5-0) 20.824 37 18-3 PO(5-0) 21.904 38 18-3 PO(5-0) 22.304 42 15-9 PO(5-0) 28.147 45 15-9 P0(8-0) 47.518 64 15-9 PO(5-0) 28.254 65 15-9 P0(5-0)__ 28.413 67 15-9 PO(5-0) 30.438 68 15-9 PO(5-0) 30.828 70 15-9 P0(8-0) 47.570 71 15-9 T(5-0) 23.778 135 18-3 2P0(26-4) 49.252 213 -16-1 P0J37-8'/z) 64.841 294 -14-1'h BFP(-4.500) __. 68.555 328 -16-1 LtE(16-0) _ 64.873 104 13-9 Spr¢16.577) 16.5771 22.80 109 13-9 Spr(-20.309) _ 20.309 25.24 101 13-9 Spr(-15.434) 15.434 22.00 103 15-0 fir( -15.905 15.905 22.33 102 13-9 Spr( 15.886) 15.886 22.32 + 105 15-0 Spr(-16.655) _ 16.655 22.85 110 13-6 Spr(-22.922) 22.922 26.81 107 15-0 Spr(118.393)_ 18.393 ' 24.021 111 13-3 Sp:L.28.147) 28.147 29.71 _ 106 13-9 Spr(-18.033) _ 18.033 23.78'- 10,8 3.78'108 _ 13-9'/s Spr(-20.305)_ _ 20.305 25.23 t_ 1 -22-0 , S 71.999 267.10_____ © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:12PM Page 3 9Y� Hydraulic Analysis 1 Job Number: KS0449 Report Description: Ordinary Group II Pipe Type Diameter Flow Veloc K -Factor HWC Friction Loss _ Length Pressure Length Summary Length Downstream Upstream Elevation Discharge Pt Pn Fittings Eq. Total Qi Route 1 DR 1.049 0=22.00 8.17 C=120 0.155227 30-9% Pf 7.107 101 13-9 q=22.00 K=5.6 15.434 Spr(-15.434) 15-0 Pe -1.945 34 18-3 20.596 5E(2-0), PO(5-0) 45-9% Pv BL 1.610 Q=44.32 6.98 C=120 0.070409 3-3 Pf 0.228 34 18-3 20.596 Pe 35 18-3 20.824 3-3 Pv BL 1.610 Q=66.65 10.50 C=120 0.149790 7-2'/Z Pf 1.081 35 18-3 20.824 1 P 37 18-3 21.904 f. 7-2% Pv BL 1.610 Q=89_.4.5 14.10 C=120 0.258149 1-6'/2 Pf 0.400 37 18-3 21.904 Pe 38 18-3 22.304 1-6Y% Pv BL 1.610 Q=112.31 17/0 C=120 0.393250 8-1, Pf 4.759 38 18-3 22.304 4-0 Pe 1.084 42 15-9 28.147 2LtE(2-0) 12-1' Pv BL 1.610 0=137.54 21.68 C=120 0.572179 25-10% Pf 19.371 42 15-9 28.147 _ 8-0 Pe 45 15-9 47.518 P0(8-0) 33-10% Pv CM 4.260 Q=137.54 3.10 C=120 0.005007 10-4 Pf 0.052 45 15-9 47.518 Pe 70 15-9 47.570 10-4 Pv CM 4.260 Q=267.10 6.01 C=120 0.017091 117-2% Pf 2.759 70 _ 15-9 47.570 44-3 Pe -1.077 135 18-3 49.252 2fE(8-11%), PO(26-4) 161-5 Pv CM 135 _ - 6.357 18-3 Q=267.10 2.70 -, C=120 49.252 0:002433 133-10, Pf 0.708 157-2 Pe 14.881 213 -16-1 64.841 5fE(12-7), BV(12-7), CV(40-3), 291-0 Pv , GV(3-9'/2), PO(37-8%) FM 8.329 0=267.10 1.57 C=120 0.000653 i 16-5% Pf 0.032 213 -16-1 64.841 3241 Pe 0.000 328 -16-1 64.873 fE(16-0), LtE(16-0) 48-5'/z' Pv FM 10.420 Q=267.10 1.00 C=120 0.000219 28-2% Pf 4.524 328 -16-1 64.873 I 83-0 Pe -0.842 294 -14-1'/2 68.555 4LtE(16-0), BV(19-0), BFP(-4.500) 111-2'% Pv UG 10.400 Q=267.10 1.0.1 C=140 0.000166 110-2 Pf 0.037 294 -14-11/2 68.555 111-7, Pe 3.407 1 -22-0 71.999 E(35-1), 3LtE(25-6), S 221-914 Pv Route 2 DR 1.049 Q=22.32 8.29 C=120 0.159430 30-0% Pf 6.541 102 13-9 q=22.32 K=5.6 15.886 Spr(-15.886) 11-0 Pe -1.945 33 18-3 20.482 3E(2-0), PO(5-0) 41-0'/2! Pv BL 1.610 Q=22.32 3.52 C=120 0.019793 5-9 Pf 0.114 33 18-3 20.482 , Pe 34 18-3 20.596 5-9, Pv Route 3 DR 1.049 Q=22.33 8.29 C=120 0.159599 28-7% Pf 6.323 103 15-0 q=22.33 K=5.6 15.905 Spr(-15.905) 11-0, Pe -1.404 35 18-3 20.824 3E(2-0), PO(5-0) 1 39-7% Pv v Route 4 DR 1.049 13-9 Q=22.80 q=22.80 8.46 _ _ K=5.6 C=120 0.165834 - , 32-10 Pf 7.272 11-01 Pe -1.945 104 16.577 Spr(-16.577) 1 37 18-3 21.904 3E(2-0), PO(5-0) 43-10' Pv Gip Route 5 DR 1.049 Q=22.85 8.48 C=120 0.166551 31-4 Pf 7.053 105 15-0 q=22.85 K=5.6 16.655 Spr(-16.655) 11-0 Pe -1.404 38 18-3 22.304 3E(2-0), PO(5-0) 42-4F Pv co Route 6 DR 1.049 Q=23.78 8.83 C=120 0.179259 30-10% Pf 6.607 106 13-9 q=23.78 K=5.6 18.033 Spr(-18.033) 6-0 Pe -0.862 71 15-9 23.778 3E(2-0) 36-10'% Pv AO 1.049 0=47.80 17.74 C=120 0.652190 2-1% Pf 4.635 71 15-9 23.778 5-01 Pe 65 15-9 28.413 PO(5-0) 7-1'/z Pv BL 1.610 0=73.03 11.51 C=120 0.177.382 _ _ 11-5 Pf 2.025 65 _ 15-9 28.413 1 Pe 67 15-9 30.438 11-5 Pv BL 1.610 Q=102.74 16.19 _ C=120 0.333536 1-2 Pf 0.390 67 15-9 30.438 Pe 68 15-9 30.828 1-2 Pv BL 1.610 0=129.55 20.42 C=120 0.512200- _ 24-8 Pf 16.742 68 15-9 .30.828 8-0 Pe 70 15-9 47.570 P0(8-0) 32-8 Pv (b5 ©M.E.P.CAD, Inc. MAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 4 111 Hydraulic Analysis 1 Job Number: KS0449 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 v Route 7 DR 1.049 Q=24.02 8.92 C=120 0.182573 24-3 Pf 5.704 107 15-0 q=24.02 K=5.6 18.393 Spr(-18.393) 7-0 Pe -0.320 71 15-9 23.778 E(2-0), T(5-0) 31-3 Pv .i Route 8 DR 1.049 Q=25.23 9.37 C=120 0.200062 33-0'/ Pf 8.810 108 13-9% q=25.23 K=5.6 20.305 Spr(-20.305) 11-0 Pe -0.862 64 15-9 28.254 3E(2-0), PO(5-0) 44-0% Pv BL 1.610 Q=25.23 3.98 C=120 0.024837 6-5 Pf 0.159 _ 64 15-9 28.254 Pe 65 15-9 28.413 6-5 Pv Route 9 DR R 1.049 Q=25.24 9.37 C=120 0.200098 28-5% Pf 8.699 109 13-9 q=25.24 K=5.6 20.309 Spr(-20.309) 15-0 Pe -0.862 42 15-9 28.147 5E(2-0), PO(5-0) 43-5'/2 Pv Route 10 DR 1.049 Q=26.81 9.95 C=120 0.223803 28-8 Pf 8.875 _ 110 13-6 q=26.81 K=5.6 22.922 Spr(-22.922) 11-0 Pe -0.970 68 15-9 30.828 3E(2-0), PO(5-0) 39-8 Pv a. Route 11 DR 1.049 Q=29.71 11.03 C=120 0.270611 5-5% Pf 3.370 111 13-3 q=29.71 K=5.6 28.147 Spr(-28.147) 7-0 Pe -1.078 67 15-9 30.438 E(2-0), PO(5-0) 12-5'/2� Pv Equivalent Pipe Lengths of Valves and Fittings (C=120 only) 1 C Value Multiplier II )4.87 Actual Inside Diameter = Factor Value Of C 100 130 140 150 ( Schedule 40 Steel Pipe Inside Diameter Multiplying Factor 0.713 1.16 1.33 1.51 ©M.E.P.CAD, Inc. .ffiAutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Job Number: KS0449 Report Description: Ordinary Group II Diameter Flow Velocity Elevation Discharge K -Factor HWC Pt Friction Loss Pn Fittings Length Pressure Eq. Length Summary Total Length Pipe Type Legend 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 E Velocity pressure at a point in a pipe EE 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 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 90° Elbow 45° Elbow 11'/4 Elbow 221/2 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap (1� ©M.E.P.CAD, Inc. 411AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:14PM Page 6 Hydraulic Graph 1 Job Number: KS0449 Report Description: Ordinary Group II Supply at Node 1 150 Static Pressure 140.000 135 120 105 90 .N a Pi N 75 ,517.10 'co 22 _267.10 a - with hose @ 71.999 streams 60 45 ^System demand curve 30 -9 10900.00 @ 20.000_ 15 111111111 11IIII1I1 11111111 1 1 1 1 1 1 1 1 1 1 I I 1 1 I I I I I I I I I I I I I I I I I 1 I 1 I 1 I 0 p.11IIIIII1I1111III11I 11002200 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 139.573 @_517.10 System Demand 267.10 @ 71.999 System Demand (Including Hose Allowance) 517.10 @ 71.999 J1, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:19PM Page 7 111 Flow Diagram (Top View) Job Number: KS0449 Report Description: Ordinary Group H b� ©M.E.P.CAD, Inc. 11AutoSPRINK® VR5 v5.2.6 06/20/2008 1:06:22PM Page 8 General Notes 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 onl in the areas of work. All other areas are not in contract and WSFP is not responsible for exi ting conditions. Kudo Beans ist • .211 LLIP:11- S "'nnur SYMBOL LEGEND VICINITYNTS MAP (Suite#2600) SCALE: EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT To SCALE REVISIONS Ordinary Group II'0.2Ogpm/ft2 for 1012.50ft2 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 CEILING TILE 8 FLEX: -BEAD DETAIL NOT TO SCALE CSG+►. 1q3�4'-9" CLG12 . '" 1 x o-10 V 'FLEX Q�f5 Mech Teti • V' CLG. 15'-0" 4, h Tee a,�f !fl'%+m-t�^>•rc2 r.":'nr.•r ^r. Remote Area FIRE SPRINKLER PLAN 114"=1'-0" Sprinkler Legend Existing FIFR change to Concealed Existing Branchline 'P.:�:rd R!:".4eiNr L7:ril"Sa 3 FeP.-'�R-3. • 1F2G',e#S'S e.�P¢^s Rnge�+a Existing Branchline Remote Area KUDO BEANS CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD II MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM r Ft' for 1012.5 Ft' SPRINKLER G4A CONCEALED ORIFICE 1/2" K. 5.6 WATER FLOW INFORMATION': STATIC 140 RESIDUAL 20 FLOW 10900 PSI PSI GPM AT BASE OF RISER. SYSTEM REQUIRE' S- 267.10 GPM @ 68.55 PSI ' At time of Design 15'- 0" CLG. = 32.5% AREA REDUCTION 2 -WAY EARTHQUAKE BRACE NO. DESCRIPTION DATE SYM. SIN QTY. K SPRAY ORIF. FIN. TEMP. MFR./MODEL 4 -WAY EARTHQUAKE BRACE R3615 4 5.6 Pendent Chrome 155°F Existing F1 FR APPROVAL: City of Tukwila HYDRAULIC REFERENCE POINT R5415 11 5.6 Pendent Yz l White 155°F G4A CONCEALED Total= 15 CONT. NO.: 40449 DRAWN BY: Adan Kantner HANGER SYMBOL BRANCHLINE RESTRAINT Adds=6 Relocates=4 SPRK ON SHEET: SEE LEGEND SPRK ON JOB: DATE: 06/20/08 1171111":111•1 RRIGET1 F10.809 SWIVEL SWAY BRACE FITTING O, 3/8• KWIK BOLT �...--(21k' EMBED LENGTH) BRACE PIPE F10.1000 "FAST CLAMP" SWAY BRACE ATTACHMENT LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG.4A PIPE CLAMP FOR SWAY BRACE 3/8' KWIK BOLT (2114' EMBED LENGTH) F10.809 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT .I `BRACE PIPE LATERAL BRANCHLINE RESTRAINT lug) NON -THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT NOT TO SCALE Existing Main ZONE M5 Hanger No. 07C HILT! Kwik Bolt III Rod Coupling —� All Thread Rod Cut Rod Lgth Rounded to Nearest Inch 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 TICE. Weld stamps must be inspected before pipe is hung. Dont paint piping prior to hydrostatic test approval. r - Without Comrn nt:; s 1ti ' As Noted In Red Per The ,°:ti.achci,i i_I lt�r i nese plans have hien r i !vied by Ti r:: Tulcwiia Fir= Prevention Bureau rr.:r CCr,tot!ilalick with ct:rrent c.ity standards. Acce:ptanoo i ; to errort, and omissions which do ilei sutnorze vioi<.tions af.adopt, stanaaras and oram (i(c, . 1 I)r u.;!wal7sibi;ty fortthe adequacy of. design r6i;ttr tly the designer. Additions deletionsor 11>vi:,icls= 'o these dr iawuitngs a: er LL' rSi;u re �� rawings for tit.ttgequent w ppr, :vat' Cr (0 ca ect to field test 64A151:::.,1,.„::, ntion Bore VICINITY MAP DETAIL NOT TO SCALE Western States Fire Protection Company 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. # WESTESF136QF WKWILA FIRE DEPARTMEN1 Please call: 575-4407 and givee this job No.ags and exact address for shut. -iown or restoration approval, WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/DALLAS! DECATUR /DENVER /DULVIN /HOUSTON ) KANSAS CITY LAS VEGAS/MINNEAPOLIS J PHOENIX/ PORTLAND /RAPID CITY /ST. PAUL /SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Kudo Beans JUN 24 2008 2600 Southcenterft � Tukwila Fire Tukwila ,Wa 98188 $,5-k FIRE SPRINKLER PLAN Sill'; G 511 FP-�I OF 1 Woodburn Constructio /J2 KUDO BEANS FIRE ALARM SYSTEM TUKWILA, WASHINGTON SHEET INDEX GENERAL NOTES SYMBOLS LEGEND SHEET \UM3ESHEET TITL- FA- 01 SYSTEM I \ FOMATIO\ FA -02 TYPICAL DETAILS - WRI\G A\3 MOU\TI\G FA -03 FRE ALARM SYSTEM FL00H PLA\ FA -04 SYSTEM CALCULATIO\S (CE\EAL), ISH, SITE PLA\ WIRE DESIGNATION SCHEDULE WIRE SCHEDULE AND CONDUIT FILL CHART WIRE DESIGNATION 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) RED (JACKET) A ANNUNCIATOR TWISTED PAIR W/ SHIELD #16 FPL/FPLR RED (JACKET) V SPEAKER CIRCUIT - FEED 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 TWO 600V #12 AWG THHN/THWN TWO 600V #14 AWG THHN/THWN TWISTED TWO CONDUCTOR 300V #18 AWG FPL TW CABLE CONDUIT FILL CALCULATE THE TOTAL AREA OF THE WIRE BEING RUN IN THE CONDUIT ABOVE. CHOOSE THE SIZE OF CONDUIT BASED ON THE MAXIMUM THE TABLE BELOW THAT DOES NOT EXCEED THE TOTAL AREA OF CONDUIT SIZE MAXIMUM FLL 1/2" .12 SQUARE 3/4" .21 SQUARE 1" .34 SQUARE 1-1/4" .60 SQUARE 1-1/2" .82 SQUARE 2" 1.34 SQUARE FIGURES ARE BASED ON 40% CONDUIT FILL AND ARE TAKEN FROM DIMENSIONS AREA .244 O.D. .0467 .210 O.D. .0346 .156 0.D. .0191 FROM THE TABLE FILL DIMENSION FROM THE WIRE. NCH NCH NCH NCH NCH INCH 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 PREPROGRAMMED 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 (LE. 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 DEDICATED BRANCH 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. 23. 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. 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 1 EX SYMBOL DESCRIPTION MODEL E MANUFACTURER BACKBOX MOUNTING HEIGHT FACP FIRE ALARM EX CONTROL PANEL XLS-V SIEMENS PROVIDED 66" A.F.F. TO TOP FARA FIRE ALARM SDD-1 REMOTE ANNUNCIATOR 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 WITH RELAY HTRI-R SIEMENS 4S DEEP VERIFY IN FIELD DUAL INPUT INTERFACE MODULE HTR( -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 Ca LINEAR BEAM SMOKE DETECTOR PBA -1191 SIEMENS PROVIDED VERIFY IN FIELD ® SMOKE DETECTOR HFP-11 W/ SIEMENS '�I (ADDRESSABLE -PHOTO) DB -11 BASE 4S DEEP W/ 1G RING CEILING DUCT SMOKE AD DETECTOR AD2-P W/ SIEMENS DUCT HOUSING TSM MODULE VERIFY IN HELD HEAT DETECTOR (ADDRESSABLE) HFPT-11 W/ SIEMENS DB -11 BASE 4S DEEP W/ 1G RING CEILING FIRE ALARM SPEAKER STROBE (CEILING MOUNT) FIRE ALARM SPEAKER STROBE (WALL MOUNT) FIRE ALARM SPEAKER STROBE (WALL 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 IN/ 1-1/2" EXT. L FIRE ALARM STROBE C (CEILING MOUNT) ZR -MC -CW SIEMENS 4S BOX IN/ 1G RING CEILING ILI Q C FIRE ALARM STROBE (WALL MOUNT) FIRE ALARM SPEAKER (CEILING MOUNT) ZR -MC -W SIEMENS 4S BOX W/ 1G RING 80" A.F.F. TO BOTTOM U.O.N. SET -CW SIEMENS 4S DEEP BOX CEILING W/ 1-1/2" EXT. FIRE ALARM SPEAKER (WALL MOUNT) FIRE ALARM B p STROBE WP (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 CI MAGNETIC DOOR HOLDER F.B.O. F.B.O. F.B.O. VERIFY IN FIELD FA JB❑X FIRE ALARM TERMINAL CABINET F.B.O. F.B.O. F.B.O. VERIFY IN FIELD O JUNCTI❑N BOX A.F.F. ABOVE FINISHED FLOOR F.B.❑, N/A x. N/A N/A aterame`VOIMMINI•0111011101UCIElf VERIFY' IN FIELD N/A I F.B.❑, FURNISHED BY OTHERS N/A t N/A N/A Without Comments 0 As R.oted In Red Per The Abad? ed Letter • N/A NOT APPLICABLE N/A N/A N/A r N/A U.O.N. UNLESS OTHERWISE NOTED N/A i nese plans have been reviewed by The l ukwita Fire i Wntion Bureau for conWrfiance with current citi/A standards. Acceptance is subject to errors and WP WEATHERPROOF DEVICE N/A I o r ions which do not au gqrzee violations of adopt dd Y Si n oras and oralnances "'Y responsibility for thJA ? adequacy of design rests totally with the designer. 1 A complete RED AS BUILT ADD ❑R CHANGE N/A Additions, deletions or revisions to these drawings atter z s��'ate will void this act Yar�ce and will require aN/A # ; tl�l eq resubmittal of revised drawings for subsequent approval. Fire Dein Certificate to the I GREEN AS BUILT REMOVE N/A naAacce tante is subjecWo ietd test and itis ec // p 1 P itOn�y The Tukwila Fire Prevention Bureau. commence Testing( BLUE AS BUILT NOTES TO CAD N/A N/A N/A N/A r Date: © By. 07 $ and De Failure c in J� <aa«« a Re -in TUKWILA FIRE. DEPARTNIZM Tease call: 575-440Z and give this job No. oS-/- 251 and exact address for shut= -own or restoration approval: Copyright 2006 by Guardian Security F r FAX (206) 628-4990 TEL. (206) 622-6545 NOTICE d, signed, Tukwila lartment Pre-test must be presentee nspector prior to ment of Acceptano )f any Fire Alarm Lection Systems. )f test will result spection Fee and termination of the testing. ID JUN 2 3 2008 Tukwila Fire 75 Systems, Inc. All Rights Reserved RELEASE/REVISIONS REV. BY: M a DESCRIPTION SHOP DRAWINGS DATE 0 0 0 J� <aa«« J CO 2 oTo CP) w z z w i-0 < w0 W oz m o_< O 5o Q � EC ELSI p CV (SCALE: 1 /8"=1 DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: �OB NUMBER: SHEET FA -01 J 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. 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 FROM XLS CONTROL PANEL ❑R+ PREVI❑US ADDRESSABLE DEVIL 0 DUCT DETECTOR LOCATION 1 END OF LINE DEVICE(3.6K 1/4W) ate 0 SUPERVISED SWITCH r) GROUND -2) HTRI-R STATUS LED 0 N.0 COM 0 N.C. NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. 0 TYPICAL HTRI-R CONTROL RELAY MODULE -WIRING AND MOUNTING DETAIL LABEL SCALE (BACKGOUND MUSIC SHUTDOWN) PREVI❑US ADDRESSABLE DEVICE TO NEXT ADDRESSABLE DEVICE L _ + NOTE 11 VOLTAGE MAX, - CURRENT MAX, - CONT, 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 L4_ AC POWER SOURCE COMBINE ALL SHIELDS AND IS❑LATE FROM GROUNDING TO NEXT ADDRESSABLE DEVICE STOP IF LAST DEVICE 1.(+) FROM XLS CONTROL PANEL OR PREVIOUS ADDRESSABLE DEVICE i-) END OF LINE DEVICE (3.6K 1/4W) SUPERVISED RELAY CONTACTS SWITCH (4.0A @ 125VAC) GROUND (4.OA @ 30VDC) 0 ; ; ; 27 VDC 3.5 rnA DURING POLLING 10 OHMS 200 FT, (18 AWG) 0.02uF 0.04uF 14 AWG 18 AWG NOTE 21 ALL SUPERVISED SWITCHES MUST BE HELD CLOSED AND/OR OPEN FOR AT LEAST 25 SEC, TO GUARANTEE DETECTI❑N, 0 I00l TB1 4. 0 0 0 0 123456 HC TB2 3 654321 0 0 HTRI-D OSTATUS LED 0 tr 0 0 NOT USED END OF LINE DEVICE 0 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. TYPICAL HTRI-D ADDRESSABLE INPUT MODULE -WIRING DETAIL Ulla SCALE (FIRE SUPPRESSION SYSTEM INTERFACE) 0 CND N AC 111 0 0 0 J_ 0 PAD -3 0 0 00 0 INPUT INPUT TROUBLE NAC1 NAC2 NAC3 NAC4 AUX 1+ 1- 1 2+ 2- 2 NC C NO + - + - + - + - + - 122 24K n TYPICAL WIRING FOR HCP MODULE (PAD -3 TRIP) LABEL SCALE \`SUPERVISED SWITCH ?NAC -4 NAC -3 2 NAC -2 NAC -1 1 NOTE: FOR ADDITIONAL SPECIFICATIONS SEE PRODUCT DOCUMENTATION. NOT USED REMOTE DEVICE LOOP +, NOT USED REMOTE .1I.. DEVICE LOOP 0 0 (FROM XLS CONTROL PANEL OR (+), PREVIOUS ADDRESSABLE DEVCE (-)> T M-1 0 0 �Mo O =1 0 CCaC,Q TYPICAL AD2-P DUCT SMOKE DETECTOR - WIRING DETAIL FROM REMOTE POWER SUPPLY C'S' CABLE) FROM FACP <V❑ICE CIRCUIT) C'V' CABLE) SCN NONE EARTH GROUND —>(+)TO NEXT DEVICE OR > (—) STOP IF LAST DEVICE STROBE) SPEAKER �) H (+) STROBE (STR❑BE) (+)EAK�) 0 SPEAKERISTROBE AND STROBE WIRING LABEL SCALE SPEAKER STROBE OR STROBE ONLY 80" A.F.F.; 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. OPER TIN TEMPERA -MX +32' F O ' C TO 100" F 38' C) HUMIDITY: 9 % RELATIVE HUMIDITY, NON -CONDENSING HFP-11 SMOKE DETECTOR DEVICE IS LISTED FOR AIR VOLOCITY APPLICATIONS OF 300-4000 FTMN WHEN USED IN CONJUNCTION WITH DUCT HOUSINGS AD -11P OR AD-11XPR DB -11 STANDARD SMOKE DETECTOR BASE FROM PREVIOUS ADDRESSABLE DEVICE OR POWER SOURCE DATA IN ( ) DATA IN (+) > REAR VIEW HFP-11 SMOKE AND DB -11 DETECTOR BASE -WIRING DETAIL LABEL SCALE TO NEXT DEVICE*- > ( ) DATA OUT > (+) DATA OUT CEILING MOUNT SPEAKER/STROBE MOUNTING (HARD LID) HARD LID —\ CEILING HARD LID ----, SPEAKER SUPPORT TILE. BRIDGE / 4' SQUARE DEEP BOX WITH 1-1/2' EXTENSION \ CEILING MOUNTED SPEAKER/STROBE CEILING MOUNTED SPEAKERISTROBE MOUNTING (DROP CEILING) SCALE:NONE JUNCTI❑N BOX MOUNTED ON CEILING. FLEX JUNCTI❑N BOX MOUNTED AGAINST CEILING SUPPORT / / / / ///i0 0 0 0 TO NEXT DEVICE CADDY BAR SMOKE DETECTOR SMOKE DETECTOR MOUNTING SCALE:NONE `--- SUSPENDED ILLUMINATED CEILING DO NOT INST , LL ADDRESSABLE ON DEVICES .,1\ TIL PREDROGAMVE DEVICES ADDLE TOATO \ G D WOTH SS. Cnnvrinh+ 9M6 by C\/Q4crv1c Inn All D1a4,1c Decnrtin.1 1743 IST AVE. SO., SEATTLE, WASHINGTON 98134 FAX (206) 628-4990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: z a DESCRIPTION SHOP DRAWINGS DATE 00 0 LO LO z CaCCC J z z 0 0 „co 0 'Q0 t!)2 cc Z w 1-0 0 wo W Uz .� 00a _- 0oQ �w� D —n V ) // J op CV W 0 —J FE.0 SCALE: 1/8"=1' DRAWN BY: I.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: J SHEET 1 FA -02 '\ __ rNFI� 1i_ ; 2D-1 95cd \‘‘, ; ------ ,, 2S -------------------- -.-tL ----!G !ID NORTH KUDO BEANS WESTFIELD SOUTHCENTER MALL SCALE 118"=1' FLAG NO S: FIELD LOCATE RELAY MODULE FOR BACK GROUND MUSIC INTERFACE. FIELD LOCATE SIEMENS DUCT DETECTOR ON RETURN SIDE OF ALL VAV UNITS,CSEE SIEMENS INSTALLATION SUBMITTAL FOR L❑CATI❑N GUIDELINES AND FA -02) DEVICES SUPPLIED BY GSS, INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY ELECTRICAL CONTRACTOR. SIEMENS HTRI—D ADDRESSABLE INPUT WITH HOOD VENILLAT❑R FIRE SUPPRESI❑N SYSTEM. FIELD LOCATE WITHIN 3 FEET OF C❑NTRL 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. DO NOT NS ALL ADDRESSABLE INlDTI T DFVICES UNTIL 'EP OGRAMMED WIT DEVICES ADDRESS. I\G Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved 4 1.0 c0 0' z O c9 LLT J 'W^ ( J rO W a• r) 4 FAX (206) 628=4990 LO N N •0 0 N uJ RELEASE/REVISIONS / U) 2 Z w W COW 2 os 0< LT- - co - 00 co C) W z z O (J _z r U o CV W uJ SCALE: 1/8"=1' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: JOB NUMBER: r SHEET FA-O3� P 11i�1 f�� r '0 SYSTEM CALCULATIONS 0 ,'.., 1I .r,. 11 .c% �- 'i ' 1- `,1'`\ \k \\ \\ N.. 1 i .'1' „ / 0 NORTH '11 KUDO BEANS WESTFIELD SOUTHCENTER MALL \ \ ii; �. i \ / \•� .� / - =-- N. 7.7 SCALE 1132'=1' EX RISER DIAGRAM BATTERY SIZING CALCULATION KUDO BEANS KUDO BEANS FACP ADD ONS SIEMENS PAD -3 Signal Extender Panel Battery Load Calculations DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE to O In L. Panel: KUDO BEANS Wire Resistance 1.62 <CCCC Date: Current Load: CURRENT TOTAL= 264. Standby: Alarm: Current Load: S1 Standby: Alarm: _-■ .. QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total ■ 0 SET -MC @15CD Device Type 0._ Qty Amps Total Amps Total Total Wire Resistance (R) Device Type 0 Qty Amps 0 Total Amps Total HFP-11 (WL*2)*(R/ft) 0.0022 0.0022 0.0023 0 • Total Device Load, Amps (I) 0.26 1 SET -MC @95CD AD2-P . 264 0.0635 0.0635 0.064 ■ (Total Cct Load) Main System Board 0 1 0.03 0 0.03 0.030 0.030 HTR -R Voltage Drop ( E) 0.16 0.009600 0.0096 0.021 0 SET -MC @15CD ■ (E= I * R) 0.064 SET -HMC @135CD 318 HTRI-D 0.001600 0.0035 EOL Voltage 20.24 SET -MC @30CD SET -HMC @185CD 445 0 0.098 ■ ICP -B6 0 0.005 64 0 SET -MC @75CD 0 0.175 98 0 0 SET -MC @95CD 233 1 0.264 0.264 �■ ,I�I ' DEVICES= 1 TOTAL m A= 264 12 191 _ 20.23662624 264 SET HMC-C@115CD 0.318 Notification Appliance Circuit Detail SET HMC-C@135CD PROJECT: WESTFIELD SOUTHCENTER MALL 0.318 Panel: KUDO BEANS 0.0731 Amps Amps SET HMC-C@185CD Date: June 20, 2008 CURRENT TOTAL= 1.8 0.445 CIRCUIT: SPEAKER CIRCUIT ZR -MC @15CD QTY Device Type Alarm Current Alarm Total 0.064 Wire Length Voltage at EOL Standby Current Load: . 0.0731 Amps For 24 Hours = 1.754 Amp -hours 1.8 ZR -MC @30CD . Total Wire Resistance (R) 0.098 0 0 0 0 0 (WL*2)*(R/ft) Total Device Load, Amps (I) HCP 0 0 I 0 0.0015 Alarm Current Load: Amps For 5 Minutes= 0 Amp -hours 0 0 - MVoltage 0.03 Amps 0.294 Amps 0 0 0 0 0 0 EOL Voltage 20.40 0 0 0 25% Derating= 2.193 Amp -hours (20.4 - E) Standby Current Load: 0 0.03 Amps 01111111 For 24 Hours = 0.720 Amp -hours 0 0 0 DEVICES= 1 TOTAL mA, 1.8 14 191 20.39822599 1.8 Alarm Current Load: 0.294 Amps For 5 Minutes= 0.025 Amp -hours Total System Current Load: 2.193 Amp -hours 25% Derating= 0.931 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH Total System Current Load: 0.931 Amp -hours Battery Pair to be Used: 12VDC Amp -hours 7AH BATTERY SIZING CALCULATION VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r7 m v W y 1743 FAX (206),628-4.990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NYI Notification Appliance Circuit Detail 1 DESCRIPTION PROJECT: WESTFIELD SOUTHCENTER MALL DATE to O In L. Panel: KUDO BEANS Wire Resistance 1.62 <CCCC Date: June 20, 2008 CURRENT TOTAL= 264. CIRCUIT: S1 _-■ .. QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total ■ 0 SET -MC @15CD 64 0._ I Total Wire Resistance (R) 0.62 0 SET -MC @30CD 98 0 (WL*2)*(R/ft) 0 SET -MC @75CD 175 0 • Total Device Load, Amps (I) 0.26 1 SET -MC @95CD 264 . 264 ■ (Total Cct Load) 0 SET-HMC-C@115CD 318 0 • Voltage Drop ( E) 0.16 0 SET-HMC-C@177CD 445 0 ■ (E= I * R) 0 SET -HMC @135CD 318 0 • EOL Voltage 20.24 0 SET -HMC @185CD 445 0 ■ (20.4 - E) 0 Z-MC@15CD 64 0 0 Z-MC@30CD 98 0 0 SET-MC-CW@110CD 233 0 �■ ,I�I ' DEVICES= 1 TOTAL m A= 264 12 191 _ 20.23662624 264 Notification Appliance Circuit Detail PROJECT: WESTFIELD SOUTHCENTER MALL Panel: KUDO BEANS Wire Resistance 258 Date: June 20, 2008 CURRENT TOTAL= 1.8 CIRCUIT: SPEAKER CIRCUIT QTY Device Type Alarm Current Alarm Total Wire Size Wire Length Voltage at EOL Circuit Total . 1 70.7V 1/8 1.8 1.8 . Total Wire Resistance (R) 0.99 0 0 0 0 0 (WL*2)*(R/ft) Total Device Load, Amps (I) 0.00 0 0 I 0 0 (Total Cct Load) 0 0 0 MVoltage 1 Drop (E= I* R) ( E) 0.00 0 0 0 0 0 0 EOL Voltage 20.40 0 0 0 (20.4 - E) 0 0 01111111 0 0 0 DEVICES= 1 TOTAL mA, 1.8 14 191 20.39822599 1.8 VOLTAGE DROP CALCULATION Copyright 2006 by Guardian Security Systems, Inc. All Rights Reserved r7 m v W y 1743 FAX (206),628-4.990 TEL. (206) 622-6545 RELEASE/REVISIONS REV. BY: NYI DESCRIPTION SHOP DRAWINGS DATE to O In L. <CCCC r 1�� C!) O W C1) J C Q 2c CO a= Z WF --o CC Q wr,W W oz z co 2 cc m= W O�oQ 0 Q cn. DOTS z O o 1- (DI- N U J 0 W - C/) >- Cl) SCALE: 1/8" =1 ' DRAWN BY: (.ANDERSON DESIGNED BY: R.VEZZANI DATE: 6/05/08 BACKROUND PLAN PROVIDED BY: \ 0B NUMBER: SHEET FA -04 J General Notes 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 buildina is constructed with non-combustible materials and aualifies 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. Thp nwnpr is rpsnnnsihlp fnr pII annrnpriate maintenance of sprinkler system in accordance with NFPA Rs 1A/All As state R Inr: I rnrips 7. The owner is responsible for the freeze protection of all sprinkler system piping and components thst are not ripslrinprl tor trpp7lnn rtnnrii Inns 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. Kudo Beans VICINITY MAP (Suite#2600) SlkALt: IV I b EAST RISER DETAIL HYDRAULIC REFERENCE ONLY NOT TO SCALE Ordinary Group II.0.20gpm/ft2 for 1012.50ft2 tb lech Tee \\ • �� Pte" � moi - 1 /. ;s R a��, 0— r Mech Tee _' .`3 Oii 3o I,oMk . \ia • \ i r'` AA \\ TYPICAL FLEXABLE SPRINKLER CONNECTION.' FLEXHEAD MOUNTING BRACKET PIPE NIPPLE 4%, SPRINKLER BRANCHLINE FLEXABLE CONNECTING HOSE IN STANDARD LENGTHS REDUCING FITTING '\ SUSPENDED T -BAR GRID SPRINKLER HEAD CEILING TILE Asp ' ¢L I�\ - i•>•0 a 1\ I '104 IA %-%- -•�\,` k CLG. 12'43" �'"�-- \ \ '109 N.�1 x 0-10 ___X----:---- , c� Mech Tee ,\as, TO FLEX \\1,\ R.7,.../ "i FLEXHEAD DETAIL_ NOT TO SCALE \\\L ,/t 1'1/4\ \\ \ke ; 11 I\ \i 1111 4 <Z*1 A V O t Mech Tee R0 1) Mech Tee CV Remote Area / I /,". FIRE SPRINKLER PLAN 1/4"=1'-0" E Exlstlna F1FR change to Concealed Existing Branchline Existing Branchline Remote Area KUDO BEANS CALCULATION DESIGN CRITERIA: STANDARD NFPA #13-2007 OCCUPANCY CLASS ORD HAZARD 11 MAX. COVERAGE per HEAD 130 Ft' DENSITY .20 GPM / Ft' for 1012.5 Ft' SPRINKLER G4A CONCEALED ORIFICE_rz K- 5.6 WATER FLOW INFORMATION`: STATIC 140 PSI RESIDUAL 20 PSI FLOW 10900 GPM AT BASE OF RISER, SYSTEM REQUIRES: 267.10 GPM @ 68.55 PSI At time of Design 15'- 0" CLG. = 32.5% AREA REDUCTION 3 5 7 9 11 43404 MI FIG.90 41,1 SWIVEL FITTINSWAYG BRACE PIPE 11 FIG. 1000 AST CLAMP" �•(0.) SWAY BRACE ATTACHMENT 3/9 KWIK BOLT (21(4' EMBED LENGTH) LINE PIPE LATERAL LINE RESTRAINTS NON -THREADED BRACE PIPE FIG. 4A PIPE CLAMP FOR SWAY BRACE 3/9' KWIK BOLT (2 1/4' EMBED LENGTH) FIG. 909 NO -THREAD SWIVEL SWAY BRACE ATTACHMENT LATERAL BRANCHLINE RESTRAINT BRACE PIPE NON.THREADED BRACE PIPE LATERAL BRANCHLINE RESTRAINT_ NOT TO SCALE Existing Main ZONE M5 19 Hanger No. 07C HILTI Kwik Bolt 111 / HILTI Kwik Bok II Rod Coupling —� All Thread Rod cL Cut Rod Lgth Rounded to Nearest Inch 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 VICINITY MAP DETAIL NOT TO SCALE SYMBOL LEGEND REVISIONS Sprinkler Legend APPROVAL: City of Tukwila 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE DESCRIPTION R3615 R5415 HYDRAULIC REFERENCE POINT QTY. 4 11 Total =15 K SPRAY Pendent Pendent MFR./MODEL Chrome 155°F 155°F Existing F1 FR G4A CONCEALED HANGER SYMBOL CONT. NO.: KS0449 DRAWN BY: Adam Kantner SPRK. ON SHEET: SEE LEGEND BRANCHLINE RESTRAINT Adds=6 Relocates=4 SPRK. ON JOB: 06/30/08 7102 180th AVE NE, STE A-105 - REDMOND, WA - 98052 Lic. #: WESTESF136QF WESTERN STATES FIRE PROTECTION COMPANY- OFFICES LOCATED ALBUQUERQUE/AUSTIN/ DALLAS I DECATUR /DENVER /DULUTH /HOUSTON /KANSAS CITY LAS VEGAS /MINNEAPOLIS /PHOENIX/PORTLAND /RAPID CITY/ ST. PAUL /SALT LAKE CITY/ SEATTLE Phone: 425-881-0100 Fax: 425-881-3030 Kudo Beans 2600 Southcenter Mall Tukwila ,Wa 98188 FIRE SPRINKLER PLAN SHEET