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HomeMy WebLinkAboutPP - 1372 SOUTHCENTER MALL - JUST SPORTS - PERMITS AND PLANS1372 SOUTHCENTER MALL ASSOCIATED PERMITS 10-S-117 10-H-149 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: 7-/9 .io ice; / FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **Please print.** Site Address: 131 Z 501An-.t cE 4.k. Tenant Name: 30 g eek5 King Co. Assessor's Tax No.: Q 20 24 7 0 o I o Suite Number: 3 to c6 Floor: New Tenant? [!Yes ❑ - No Property Owner's Name: WEA 50 IA -TO C. ; N T& L L C Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: r) A Y SGS") e d3 t--`/ State Zip Day Telephone: 2-0 L • 7 2-1-0 • O c'i 9 C� Company Name: R a .T 4001> P• NU) p (A -CX 5Ek.X 1 CES INC . Mailing Address: (7 ( 00 IZTt-1 A i Ej S. SEA TI"Z E W 4 9% 1 0 g City State Zip E-mail Address: `� 5 tI ebb Y c co✓h Fax Number: 20 Is • 7101. Li, (y7 Valuation of Project (contractor's bid price): $ 3 , 01 1 - 00 Scope of Work (please provide detailed information): (44'7-0; L. --A T1 c ►/ OF An4S u` R_1 0 Z 9 64 L -a. -C iJ Er(LE SKPP/Z-055icML3o° 5TAN>7A-tj 5 1AJs t DE 2A)6G ►4.'cb S PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE GENT: Signature: Print Name: Wi �iCA-‘14EI Plan Permit App.doc Day Telephone: Date: ?-13-2c) ZU E. • 72 k; 0 9 O 5/14/10 TFD FP Form 8 FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Jollibee's 1372 Southcenter Mall Permit No.: 10-H-149 Date: July 22, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 fil • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • The suppression system manual pull station shall be located no closer that 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. in 1 L FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Jolliebee / Red Ribbon 1372 Southcenter Mall Permit No.: 10-S-117 Date: June 17, 2010 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 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. Hydraulic Overview Job Number:1 Job AM IAmmr 1 o„y E,g„ar CHRIS ISAAC Jth Harm JOLLIBEE/ RED RIBBON Foam 206.491-6679 FAX 425-881-3030 uao• 1 ! 2 /9e8 SDLJTH CENTER MALL / 312 5c l JG Srak unsosaeti>Inr Muemr, WESTESF136QF Adth ,.2 AK) CITY OF TUKWII A QP/ I Ebb TUKWILA I WA 252 FAM Jth Su SYstettt Denury 0.200gpml l2 AmadAMAMton 900.0062 (Actual 971.34(2) M•.lomun6ny BF.mu•.nam 5.6 K -Factor 24.00 at 18.367 Ilx•bCem. 250.00 Comp. FM SFm.Y•r 120.0062 wmw•a &eaiMra CS:2M tl 18 sFmn Klemm Deme 84.424 SKIM FW wmw 490.46 TM Demand 740.46 @ 84.424 Klemm RAM +44.229 (34.4%) Sugpiles GY(eck Potr►t,Getrges Node Row(gpml Hose Flowlaom) Static(psij Residual(psil Identifier Pressure(esil K-Factor(K1 Fiow(gpml 1 8000.00 250.00 130.000 ,. . f11 A W:Y r�Li likili_L*1. 20.000 ' BOR 0.000 0 0.00 BOR 0.000 0 0.00 — A. Hatt SD of wASypti �4c" GT Lt' 02 We / ,t 456b4 cq iE 71° (a /4 10 Qtreesa Jotlibee -Red, Ritrhort,F041.cad Supplyat Node i limatmio, 250.00,130.000, 30:0001 T>. `'i 1_,., ? `:.IT_ ...r 1, L .....1_1.i r t_ r. r ...I 150 135 120 Static Pressure 130.000 105 90 1 75 40.46 90.46 w @ th hose 84.424 streams - 60 n, 45 System demand curve ,, ,lam ;s 30 15 8000.00 i 20,000 Inamt811111111 111111111 IIIIIIIII [ I l l i 111 111 11 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 ��11, t3U8Q940032°° 4000 4800 5600 6400 7200 8000 Water flow, gpm (?✓©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:33:16PM Page 1 Hydraulic Overview Job Number: 1 Report Description: WET SYSTEM AREA 1 Job Job Number 1 Design Engineer CHRIS ISAAC Job Name JOLLIBEE/ RED RIBBON Phone 206-491-6679 FAX 425-881-3030 Address 1 1368 SOUTH CENTER MALL State Certification/License Number WESTESF136QF Address 2 AHJ CITY OF TUKWILA City TUKWILA State WA l Zip Code Job Site System Density 0.200gpm/ft2 Area of Application 900.00ft2 (Actual 971.34ft2) Most Demanding Spnnkler Data 5.6 K -Factor 24.00 at 18.367 Hose Streams 250.00 Coverage Per Sprinkler 120.00ft2 Number Of Sprinklers Calculated 18 System Pressure Demand 84.424 System Flow Demand 490.46 Total Demand 740.46 @ 84.424 Pressure Result +44.229 (34.4%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 8000.00 250.00 130.000 20.000 BOR 0.000 0 0.00 BOR 0.000 0 0.00 Jollibse - Red Ribbon FP -1 Supply at Node 1 (8000.00, 250.00, 130.000, 20.00€}) : 11111 I. 1 1] • I ....,, -r -- -`r 150 135 120 Static Pressure 130.000 105 90 .N n 75 740.46 90.46 with @ hose 84.424 streams -• 60 System demand ,•;� 45 30 curve 8000.00 @ 20.000 15 1 i. 1111111111 111111111 111111111 /11111111 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 111111 1 1 1 1 1 1 I I 1 809403200 4000 4800 5600 6400 7200 8000 Water flow, gpm [lI, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:05PM Page 1 1 Hydraulic Summary 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Job Job Number 1 Design Engineer CHRIS ISAAC Job Name JOLLIBEE/ RED RIBBON + 1 State Certification/License Number WESTESF136QF Address 1 1368 SOUTH CENTER MALL AHJ CITY OF TUKWILA Address 2 Job Site City State t Zip Code TUKWILA WA I Drawing Name Jollibee - Red Ribbon FP-1.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 900.00ft2 (Actual 971.34ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 18 Coverage Per Sprinkler 120.00ft2 Total Hose Streams 250.00 System Flow Demand 490.46 Total Water Required (Including Hose Allowance) 740.46 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 22.34 between nodes 385 and 386 Maximum Velocity Under Ground 2.89 between nodes 1 and 2 Volume capacity of Wet Pipes 1200.73ga1 Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 I 250.00 1 130.000 20.000 8000.00 128.653 740.46 84.424 44.229 Contractor - Contractor Number Contact Name ' NA Chris J Isaac Contact Title Designer Contractor Name Phone Western States Fire Protection (Redmond) (425)881-0100 J. Extension Address 1 µ FAX 14690 NE 95TH ST UNIT 101 (425)881-3030 Address 2 E-mail chris.isaac@wsfp.us City State Zip Code Redmond WA 98052 Web -Site LM ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:07PM Page 2 @Y9 Summary Of Outflowing Devices 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Device Actual Flow (9pm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 120 30.22 Sprinkler 113 28.54 Sprinkler 106 Sprinkler 107 Sprinkler 111 26.44 26.44 27.92 24.00 24.00 24.00 24.00 24.00 Sprinkler 112 28.18 24.00 Sprinkler 116 29.16 24.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 29.122 25.965 22.291 22.300 24.865 25.326 27.123 Sprinkler 117 Sprinkler 104 Sprinkler 103 30.19 25.61 24.59 24.00 24.00 24.00 Sprinkler 105 26.32 24.00 Sprinkler 110 27.40 24.00 Sprinkler 114 28.84 24.00 5.6 5.6 5.6 5.6 5.6 5.6 29.063 20.913 19.289 22.083 23.949 26.528 Sprinkler 101 24.00 24.00 Sprinkler 115 29.06 24.00 5.6 18.367 5.6 26.922 Sprinkler Sprinkler 109 26.52 102 24.56 24.00 5.6 22.423 24.00 5.6 19.227 Sprinkler 108 26.46 c Most Demanding Sprinkler Data 24.00 5.6 22.333 [,t, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:08PM Page Node Analysis 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2 35 118 119 274 298 300 ÷- 302 302 303 305 306 307 309 310 311 312 351 354 355 -5'-0 E(22'-2) 14'-0 fE(16'-0) 14'-0 14'-0 84.349 60.736 60.522 17'-9 PO(20'-2) 12'-9 POD5'-0) 60.417 44.354 26.798 12'-9 PO(5'-0) 12'-9 PO(5'-0) 12'-9 12'-9 PO(8'-0) 12'-9 PO(8'-0) 12'-9 PO(5'-0) 12'-9 27.305 29.301 30.584 35.163 35.136 31.209 12'-9 POL'-9 12'-9 29.358 27.766 25.596 12'-9 T(5'-0) 12'-9 PO(6'-0) 12'-9 T(5'-0) 12'-9 T(5'-0) 380 12'-9 P(k5'-0) 381 12'-9 PO(5'-0) 382 12'-9 PO(5'-0) 383 12'-9 384 12'-9 PO(5'-0) 24.410 34.843 31.658 21.659 1- 23.590 23.590 385 12'-9 PO(8'-0), PO(6'-0) 23.623 25.684 27.882 28.531 386 12'-9 POJ -0) 387 12'-9 PO(5'-0) 34.599 29.259 23.723 388 12'-9 389 12'-9 TT5'-01 1 -5'-0 S 120 11'-0% Spr(-29.122) 113 11'-0% Spr(-25.965) 106 11'-0% Spr(-22.291) 107 10'-0Y, Spr(-22.300) 111 11'-0Y4 Spr24.865) 112 11'-0% Spr(-25.326) 116 10'-01/4 SQr27.123) 117 11'-6% Spr(-29.063) 104 11-6Y4 Spr(-20.913) 103 11-6% Spr(-19.289) 105 10'-6% Spr(-22.083) 110 10'-6Y4 Spr(-23.949)_ 114 10'-6% Spr6.528) 101 115 109 102 108 10'-01/4 Spr(-18.367) 22.096 20.226 84.424 490.46 29.122 30.22 25.965 28.54 22.291 T 26.44 22.300, 24.865 25.326 27.123 29.063 20.913 19.289 22.083 23.949 26.528 10'-6Y4 Spr(-26.922) 10'-6Y4 Spr(-22.423) 10'-6% Spr(-19.227) 10'-01/4 Spr(-22.333) 18.367 26.922 26.44 27.92 28.18 29.16 30.19 25.61 24.59 26.32 27.40 28.84 24.00 29.06 22.423 26.52 19.227 24.56 22.333 26.46 [M, © M.E.P.CAD, Inc. ;fi AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:08PM Page 4 Hydraulic Analysis Job Number: 1 Report Description: WET SYSTEM AREA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss j Length ' Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 DR 1.0490 0=24.00 8.91 C=120 0.182334 9'-8'/Y Pf 3.046 101 10'-0'/4 q=24.00 K=5.6 18.367 Spr(-18.367) 7'-0 Pe -1.187 389 12'-9 20.226 E(2'-0), T(5'-0) 16-8'% Pv BL 1.0490 0=48.56 18.03 C=120 0.671452 2'-9'/ Pf 1.869 389 12'-9 20.226 Pe 388 12'-9 22.096 2'-9'/ Pv BL 1.3800 0=48.56 10.42 C=120 0.176596 9'-2'/ Pf 1.628 388 12'-9 22.096 Pe 387 12'-9 23.723 9'-21/ Pv BL 1.3800 0=75.07 16.10 C=120 0.395446 14'-0 Pf 5.536 387 12'-9 23.723 Pe 386 12'-9 29.259 14'-0 Pv BL 1.3800 0=104.13 22.34 C=120 0.724356 1'-4'/z Pf 5.340 386 12'-9 29.259 6-0 Pe 385 12'-9 34.599 PO(6'-0) 7'-4'/x Pv BL 3.2600 0=213.16 8.19 C=120 0.041436 5'-10% Pf 0.244 385 12'-9 34.599 Pe 351 12'-9 34.843 5'-10% Pv BL 3.2600 0=293.55 C=120 0.074903 3'-11 Pf 0.293 351 12'-9 _ __11.28 34.843 Pe 306 12'-9 35.1363'-11 Pv BL 3.2600 Q=405.19 15.57 C=120 0.135973 0'-2Y Pf 0.027 306 12'-9 35.136 i Pe 305 12'-9 35.163 0'-2Y Pv BL 3.2600 0=490.46 18.85 C=120 0.193599 11'-7'/ Pf 11.358 305 12'-9 35.163 47'-0'/ Pe -2.168 274 17'-9 44.354 T(20'-2), LtE(6'-8%), PO(20.-2) 58'-8 Pv CM 4.2600 0=490.46 11.04 C=120 0.052607 198'-6'/4 Pf 14.434 274 17'-9 44.354 75'-10 Pe 1.629 119 14'-0 60.417 T(26'-4), 2fE(8'-11%), 4LtE(7'-1 3' ) 274'-4'/2 Pv CM 5.2950 0=490.46 7.15 C=120 0.018241 5'-9 Pf 0.105 119 14'-0 60.417 Pe 118 14'-0 60.522 5'-9 Pv CM 8.3290 0=490.46 2.89 C=120 0.002009 74'- Pf 0.214 118 14'-0 60.522 32'- Pe 35 14'-0 60.736 2fE(16'-0) 106'- Pv FR 8.3290 Q=490.46 2.89 C=120 0.002009 52'-11'/ Pf 15.376 35 14'-0 60.736 134'-2Y Pe 8.237 2 -5'-0 84.349 GV(4'-11), T(43'-1), 2LtE(16'-0), 187'-1'/4 Pv BFP(-15.000), 2fE(16'-0), E(22'-2) UG 8.3290 0=490.46 2.89 C=140 0.001511 1 50'-0 Pf 0.076 2 -5'-0 84.349 Pe 1 -5'-0 84.424 S 50'-0 Pv Route 2 DR 1.0490 0=24.56 9.12 C=120 0.190216 3'-4'/4 Pf 1.969 102 10'-6'/4 q=24.56 K=5.6 19.227 Spr(-19.227) 7'-9 Pe -0.970 389 12'-9 20.226 E(2'-0), T(5'-0) 10'-4'/ Pv GO Route 3 DR 1.0490 0=24.59 9.13 C=120 0.190778 13'-2g% Pf 2.907 103 11'-6'/ q=24.59 K=5.6 19.289 Spr(-19.289) 2'-0 Pe -0.537 355 12'-9 21.659 E(2'-0) 15'-23/4 Pv BL 1.0490 0=50.20 18.64 C=120 0.714235 14'-0 Pf 9.999 355 12'-9 21.659 Pe 354 12'-9 31.658 14'-0 Pv BL 1.3800 0=80.39 17.24 C=120 0.448848 1-1% Pf 3.185 354 12'-9 31.658 6-0 Pe 351 12'-9 34.843 PO(6'-0) 7'-1'/4 Pv Route 4 DR 1.0490 0=25.61 9.51 C=120 0.205596 I 1'-2Y Pf 1.282 104 11'-6'/4 q=25.61 K=5.6 20.913 Spr(-20.913) 5'-01 Pe -0.537 355 12'-9 21.659 T(5'-0)6'-2'/: Pv Q Route 5 DR 1.0490 Q=26.32 9.77 C=120 0.216215 4'-7'/e' Pf 2.510 105 10'4'/4 q=26.32 K=5.6 22.083 Spr(-22.083) 7'-0 Pe -0.970 381 12'-9 23.623 E(2'-0), PO(5'-0)11-7%i Pv BL 1.3800 0=52.78 11.32 C=120 0.206071 10'-0 Pf 2.061 381 12'-9 23.623 Pe 382 12'-9 25.684 10'-0 Pv BL 1.3800 0=80.19 17.20 C=120 0.4467024'-11 Pf 2.198 382 12'-9 25.684 Pe 0.000 383 12'-9 27.882 4.-114,v L ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:09PM Page 5 Hydraulic Analysis Report Description: Job Number: 1 Pipe Tyke Diameter Flow Velocity HWC Friction Loss Length 1 Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream 1Total Length BL 1.6100 Q=80.19 12.64 C=120 0.210856 3'-11 Pf 0.649 383 12'-9 27.882 384 12'-9 28.531 3'-1 Pe Pv BL 1.6100 Q=109.03 17.18 C=120 0.372269 8'-3'h' Pf 6.068 384 12'-9 28.531 385 12'-9 34.599 PO(8'-0) 8'-0 16'-3% Pe Pv Route 6 DR 1.0490 Q=26.44 9.82 C=120 0.218094 3'-2 Pf 2.873 106 11'-0% q=26.44 K=5.6 22.291 Spr(-22.291) 312 12'-9 24.410 2T(5-0) 10'-0 13'-2 Pe -0.753 Pv BL 1.0490 Q=52.88 19.63 C=120 0.786372 1'-6 Pf 1.186 312 12'-9 24.410 311 12'-9 25.596 1'-6 I Pe Pv BL 1.3800 Q=52.88 11.34 C=120 0.206821 311 12'-9 25.596 310 12'-9 27.766 10'-6 1 10'-6 Pf 2.170 Pe 0.000 Pv BL 1.3800 Q=81.42 17.46 C=120 0.459503 3'-5'/2 Pf 1.592 310 12'-9 27.766 309 12'-9 29.358 3'-5'/2 Pe -0.000 Pv BL 1.6100 0=81.42 12.83 C=120 0.216899 8'-6Y2 8'-6Y Pf 1.851 Pe 0.000 Pv 309 12'-9 29.358 307 12'-9 31.209 BL 1.6100 0=111.64 17.59 C=120 0.388934 2'-1% Pf 3.927 307 12'-9 31.209 306 12'-9 35.136 PO(8'-0) 8'-0 Pe -0.000 10'-1% Pv Q Route 7 DR 1.0490 0=26.44 9.82 C=120 0.218173 10'-1% Pf 3.297 5-0 Pe -1.187 15'-1 % Pv 107 10'-0% q=26.44 K=5.6 22.300 Spr(-22.300) 312 12'-9 24.410 T(5-0) Route 8 DR 1.0490 0=26.46 9.82 C=120 0.218473 4'-2% Pf 2.444 108 10'-0Y4 q=26.46 K=5.6 22.333 Spr(-22.333) 7'-0 Pe -1.187 380 12'-9 23.590 E(2'-0), PO(5'-0) 11'-2Y. Pv BL 1.3800 0=26.46 5.68 C=120 0.057460 0'-7 Pf 0.033 380 12'-9 23.590 381 12'-9 23.623 0'-7 Pe -0.000 Pv Gil Route 9 DR 1.0490 0=26.52 9.84 C=120 0.219289 3'-4'/4i Pf 2.270 109 10'-61/4 q=26.52 K=5.6 22.423 Spr(-22.423) 387 12'-9 23.723 E(2'-0), PO(5'-0) 7'-o; Pe -0.970 10'-4Y4 Pv ail Route 10 DR 1.0490 0=27.40 10.17 C=120 0.233056 4'-7Yd Pf 2.705 110 10'-6% q=27.40 K=5.6 23.949 Spr(-23.949) 382 12'-9 25.684 E(2'-0), PO(5'-0) 7'-0 Pe -0.970 11'-7'/41 Pv Route 11 DR 1.0490 0=27.92 10.37 C=120 0.241291 4'-1% Pf 2.686 111 11-0'/4 q=27.92 K=5.6 24.865 Spr(-24.865) 298 12'-9 26.798 E(2'-0), PO(5'-0) 7-0 Pe -0.753 11-1 i Pv BL 1.3800 0=27.92 5.99 C=120 0.063461 8'-0 Pf 0.508 298 12'-9 26.798 , Pe 300 12'-9 27.305 8'-0 Pv BL 1.3800 Q=56.11 12.03 C=120 0.230736 8'-7'/i Pf 1.995 300 12'-9 27.305 Pe 0.000 302 12'-9 29.301 8'-7'/4 Pv BL 1.3800 Q=85.27 18.29 C=120 0.500524 2'-64 Pf 1.284 302 12'-9 29.301 1 Pe -0.000 303 12'-9 30.584 2'-6% Pv BL 1.6100 0=85.27 13.44 C=120 0.23626211-41/2 Pf 4.579 303 12'-9 30.584 305 12'-9 35.163 PO(8'-0) 8.-0 Pe 1 19'-4'h Pv fah Route 12 DR 1.0490 Q=28.18 10.46 C=120 0.245432 4.-1% Pf 2.732 112 11'-0% q=28.18 K=5.6 25.326 Spr(-25.326) 7'-0 Pe -0.753 300 12'-9 27.305 E(2'-0), PO(5'-0) 11-1 % Pv Route 13 DR 1.0490 Q=28.54 10.59 C=120 0.251150 3'-2 Pf 2.555 113 11'-0'/4 q=28.54 K=5.6 25.965 Spr(-25.965) 310 12'-9 27.766 E(2'-0), PO(5'-0) 7'-0 Pe -0.753 10'-2 Pv v Route 14 DR 1.0490 Q=28.84 10.71 C=120 0.256179 4'-7Y4Pf 2.974 114 10'-6'6 q=28.84 K=5.6 26.528 Spr(-26.528) 7'-0 Pe -0.970 384 12'-9 28.531 E(2'-0), PO(5'-0) 11'-7'/4 Pv .a• Route 15 .E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:09PM Page 6 Hydraulic Analysis Report Description: Job Number: 1 Pipe Type Diameter Flow Velocity HWC_ Friction Loss ' Length 'Pressure _ __ _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length , Summary Upstream f Total Length DR 1.0490 Q=29.06 10.79 C=120 0.259699 3'-8'%; Pf 3.308 115 10'-6% q=29.06 K=5.6 26.922 Spr(-26.922) 386 12'-9 29.259 2E(2'-0), PO(5'-0) 9'-0 Pe -0.970 12'-8'/ Pv Gil Route 16 DR 1.0490 Q=29.16 10.83 C=120 0.261492 5'-10'/Y Pf 3.365 116 10'-0%4 q=29.16 K=5.6 27.123 Spr(-27.123) 302 12'-9 29.301 E(2'-0), PO(5'-0) 7'- 12'-10% Pe -1.187 Pv Route 17 DR 1.0490 Q=30.19 11.21 C=120 0.278745 2'-2'/ Pf 3.132 117 11'-6% q=30.19 K=5.6 29.063 Spr(-29.063) 9'4 Pe -0.537 354 12'-9 31.658 2E(2'-0), T(5'-0) 11'-2'%I Pv Q Route 18 _DR 1.0490 Q=30.22 11.22 C=120 0.279274 3'-21 Pf 2.841 120 11-0%4 q=30.22 K=5.6 29.122 Spr(-29.122) 7'-00 Pe -0.753 307 12'-9 31.209 E(2'-0), PO(5'-0) 10'-2j 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 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow - Eel 11'/4° Elbow Ee2 22'/2 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. AutoSPRINKO VR5 v5.1.32 06/14/2010 1:35:09PM Page 7 111 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 Supply at Node 1 150 135 120 Static Pressure 130.000 105 90 -4d740.46 a EC 75 90.46 with hose @ 84.424 streams N N d ` a 60 45 30 System demand curve - 15 8000.00 @ 20.000 - JP 0-1III111111111 lith!!!! 111!11111 1 I I I I I I1 I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 I I I I 1 00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 8000.00 @ 20.000 Available PressureTlme of Test 128.653 @ 740.46 System Demand 490.46 @ 84.424 System Demand (Including Hose Allowance) 740.46 @ 84.424 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 8 1 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 BOR 150 135 120 Static Pressure 130.000 105 90 '(0 d J75 60 45 30 8000.00 @ 20.000 15 demand curve) i i i i I i f i 1 1 l 11111111 1 I 111 i i i f 1 1 t 11 cLSystem 1600 2400 3200 4000 4800 5600 6400 7200 8000 93000 Water flow, gpm Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available PressureTime of Test 44.229 @ 0.00 System Demand 0.00 @ 0.000 System Demand (Including Hose Allowance) N/A @ 0.000 (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 9 1 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 BOR 150 135 120 Static Pressure 130.000 105 90 .N CL J75 60 45 30 8000.00 @ 20.000 15 0 -System j demand curve) 1 111 i 11 X 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 I I 11 I I 1 1 I I I 1 I 1 1 I I 1 00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available PressureTime of Test 44.229 @ 0.00 System Demand 0.00 @ 0.000 System Demand (Including Hose Allowance) N/A @ 0.000 [M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 10 Flow Diagram (Top View) Job Number: 1 Report Description: WET SYSTEM AREA 1 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:13PM Page 11 4. ► a ANSUL. 'Vico Rn Suppnrston a Building Products R-102 RESTAURANT SYSTEM NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET ' Appliance Nozzle Type Flow Points Width in. (cm) Max. Side Multiple Length in. (an) Max. Side Multiple Nozzle w/o Drip Board Area ki (cm2) Neale w/ Drip Board Area ktz (cm2) Mirdmum Nozzle HL In. (cm) Maximum Nozzle Ht In. (cm) Fryers without drip boards Poi*. 230/290' 2 14 (36) 15 (38) - - 27/13 (69/33) 47/16 (119/41)'Low Split dr No Split Vat 245/290' 2 14/14.5 (36/37) 15/14 (38/36) - - 20/16 (51/41) 27/27 (69/69) Fryers without drip boards 290 2 19.5 (50) 19 (48.2) - - 13 (33) 16 (41) Non -Split Vat (ONLY) 3N 3 19.5 (50) 19 (48.2) - - 21 (53) 34 (86) 3N 3 18 (45.7) 18 (45.7) - - 25 (64) 35 (89) Fryers wit{i drip boards 'Low Pr 230/290* 2 14 (36) 21 (53) 210 (1355) 294 (1897) 27/13 (69/33) 47/16 (119/41) Spiltr No Spilt Vat' 245/290* 2 14/14.5 (36/37) 21/26.5 (53/67) 210/203 (1355/1310) 294/384.2 (1897R479 20/16 (51/41) 27/27 (69/69) Fryers with drip boards' 290 2 19.5 (50) 253/8 (65) 370.5 (2390) 495 (3194) 13 (33) 16 (41) Non -Split Vat (ONLY) 3N 3 19.5 (50) 25 3/8 (65) 370.5 (2390) 495 (3194) 21 (53) 34 (86) •' 3N 3 18 (45.7) 273/4 (70.5) 324 (2090) 497 (3206) 25 (64) 35 (89) Tilt SkIllet/Braisil}g Pan' Coverage limitation are based on fryer sizes including the drip boards. Exception: Tilt Skillets and Braising may exceed the maximum of 6 ft2 (0.56 m2) Longest Side Max Area In' (cm') Range 1N 1 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) W'dhout back shelf 1F 1 12 (30.5) 28 (71) 336 (2168) - 30 (76) 50 (127) With back shelf' 1F 1 12 (30.5) 28 (71) 336 (2168) - 40 (102) 48 (122) 245 2 24 (61) 28 (71) - - 40 (102) 50 (127) WIthdUt back shelf 260 2 24 (61) 32 (81) 768 (4955) - 30 (76) 40 (102) Wi(i back shelf' 260 2 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) , 2 x 290 4 36 (91) 28 (71) 1008 (6503) - 15 (38) 20 (51) Griddle 1W1NSS 1 36 (91) 30 (76) - - 35 (89) 40 (102) 290 2 30 (76) 24 (61) - - 30 (76) 50 (127) 260 2 48 (122) 30 (76) - - 30 (76) 50 (127) 290 2 48 (122) 30 (76) - - 20 (51) 30 (76) 2120 2 48 (122) 30 (76) - - 10 (25) 20 (51) Chain Broiler' (Overhead Protection) 2 x 1W 2 34 (86) 30 (76) - - 10 (25) 26 (66) Chain Broiler (Horizontal Protection) 2 x 1N 2 31 (79) 43 (109) - - Front edge; 1 to 3 In. (3 to 8 cm) above the chain Chu Broiler IGas-Radiant 1N/1NSS 1 24 (61) 36 (91) - - 15 (38) 40 (102) Electric 1 W1 NSS 1 20 (51) 34 (86) - - 20 (51) 50 (127) Lava -Rock 1W1NSS 1 13 (33) 24 (61) - - 18 (46) 35 (89) Natuiral Charcoal' 1W1NSS 1 12 (30.5) 24 (61) - - 18 (46) 40 (102) Lava -Rock or Natural Charcoal' 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) Wood Fueled' 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) Upright Broiler 2 x 1/2N 1 30 (76) 32.5 (82.5) Front edge; Salamander Brollor 2 x 1/2N 1 30 (76) 32.5 (82.5) - - above the grate 1N 1 16 (41) 29 (74) - - - - 1 N nozzle location to be on the vertical edge 6 to 121n. (15.2 to 30.5 cm) in front and 0 to 12 In. (0 to 30.5 cm) above the top of broiler Interval Chamber 1N 1 16 (41) 29 (74) - - 6-12 in. above either end (15.2 to 30.5 cm) Wok 3.75 to 8 In. deep (9.0 to 20.3 cm) 260 2 14 to 30 in. (36 to 76 cm) diameter -35 - (89) 45 (114) 3 to 6 In. (7.6 to 15.2 cm) deep 1W1NSS 1 11 to 24 In. (28 to 61 cm) diameter - - - 30 (76) 40 (102) i For muftk Ie ruu�� nmta4fev..r ��.,..I. 4...e... -- -- pages 4.8 to 4-11! of manual. ' See Figure 1 for nozzle location. ► ' Minimum chain bfouer exhaust opening and not less than180% of internal broiler ► ' 4 in. (10 cm) maximum fuel depth. ' 6 In. (15 cm) max'mum fuel depth. see detailed inlormatbn on 'Shelf can overhang bums (s) by maximum of 11 in. (28 cm) and height limitation of 20 In. (51 cm) from bottom of lowest part of shelf to the top of bumer grate. -12 In. x 12 In. (30.5 cm x 30.5 cm), ' Shelf can overhang bumer(s) by maximum of 11 in. (28 cm) and height size. ► limitation of 18 In. (45.7 cm) from bottom of lowest part of shelf to the top of bumer grate. Low Proximity :1 AN tgco The Suppression & Building Products R-102 RESTAURANT SYSTEM NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET Plenum Nozzle Type Flow Points Width In. (cm) Max. Side Length In. (cm) Max. Side Nozzle Placement (See Manual for More Detail) Min. Height in. (cm) Max. Height in. (cm) Horizontal Protektlon Single Bank 1N 1 48 (122) 120 (305) 0 in. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Perpendicular Piotectlon Single Bank 1W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Horizontal Protebt1on V -Bank 2 x 1N 2 48 (122) 120 (305) 0 In. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Horizontal Prote@tion V -Bank 1W 1 48 (122) 72 (183) 0 In. to 6 In. (0 to 15.2 cm) from end of plenum 1/3 the height of filter Perpendicular !Intention V -Bank 1 W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Duct Nozzle Type Flow Points Perimeter In. (cm) Diameter in. (cm) Nozzle Placement (See Manual for More Detail) Duct Length In. (cm) Single Nozzle 1 Flow Nozzle 1W 1 50 (127) 16 (41) See Manual for more detail Unlimited Single Nozzle 2jFlow Nozzle 2W 2 100 (254) 31 7/8 (81) See Manual for more detail Unlimited Multiple Nozzle i 2W + 1W 3 135 (343) 48 (122) See Manual for more detail Unlimited Multiple 2W No zie 2W — >135 (343) >135 (343) See Manual for more detail Unlimited R-102 OVERLAPPING PROTECTION The 245 nozzle, Part No. 419340, must be used for 'end of zone protection, and the 260 nokzie, Part No. 419341, must be used for "zone protection. Appliance Type Fryer Griddle Range Wok, Maximum Wok, Minimum Braising Panakt Skillet' Lava Rode Cfter-Broiler Charcoal Broiler Mesquite Wood Broiler Gas Radiant Char -Broiler Electric Char -Broiler ' See Figure 1 for nozzle location. Maximum Cooking Hazard 34 in. (864 mm) Deep x 5.8 ft2 (5388 cm2) 30 in. (762 mm) Deep x Unlimited Length 30 in. (762 mm) Deep x Unlimited Length 30 in. (762 mm) Diameter x 8 In. (203 mm) Deep 11 in. (279 mm) Diameter x 3 in. (76 mm) Deep 34 in. (864 mm) Deep x Unlimited Length 26 in. (660 mm) Deep x Unlimited Length 30 in. (762 mm) Deep x Unlimited Length (4 in. (102 mm) Maximum Fuel Depth) 30 in. (762 mm) Deep x Unlimited Length (6 in. (152 mm) Maximum Fuel Depth) 36 in (914 mm) Deep x Unlimited Length 34 In. (864 mm) Deep x Unlimited Length COVER MUST NOT INTERFERE WITH EDGE OF DISCHARGE PATTERN 't-11.4 0-12 IN 1 I (0-305 mm) 1 I r 1 If ! 1 ZONE / ZONE CENTER UNE Note: Group protection option Is required for appliances on either side of an appttance(s) using dedicated protection — see manual for details. Overlapping System Piping Limitations Total Max. 3/8 in. Max. Maximum System Flow Pipe No. of Elevation Size Numbers Length Elbows Rise 3 Gal (11 L) 6 75 ft 25 10 ft (22.9 m) (3.1 m) 6 Gal (23 L) 12 75 ft 25 10 ft Manifolded (22.9 m) (3.1 m) 50 ft (15.2 m) maximum pipe from first to last nozzle. 50 ft (15.2 m) maximum pipe after the split on a split system. Cartridge Size LT -30-R Double Tank FIGURE 1 ANSUL IJ PORATi33. OPE STANTON STF EET. MAP5 SITE. WI 54143-2542 715-735-7411 Form No. F-2005010-2 Copyright 0200BAnsa! Incorporated ANSUL. R-102" RESTAURANT SYSTEM DISTRIBUTION PIPING REQUIREMENTS SHEET Distribution Piping Requirements - 6.0 Gallon (22.7 Uter) Manifolded System Requirement" Supply Une Duct Branch Une Plenum Branch Une Appliance Branch Une Pipe Size Maximum Length MaximumRir:e Maximum 90r Elbow Maximum Tees Maximum Flaw Numbers 3/8 In. 32 ft (9.7 m) 6ft(1.8m) 8 2 22 3/8 in. 8 ft (2.4 m) 4ft(1.2m) 4 2 4 3/8 In. 4 ft (1.2 m) 2ft(0.6m) 4 2 2 3/8 in. 12 ft (3.7 m) 2ft(0.6m) 6 4 a Distribution Piping Requirements - 6.0 (22.7 titer) Galion System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft (7.3 m). 2:. The: total length of all branch lines must not exceed 36 ft (10.9 m). Use .a 3/9_in-,unlon to connect the tank adaptor to the 3/8 in. supply line. "Distributbn Piping Requirements - 9.0 (34 Liter) Gallon System Requirement" Supply Une Duct Branch Une Plenum Branch Une Appliance Branch Line PiPe Size 1 Maximum Lehgth Maximum Ride Maximum 900 Elbow Maximum Tees Maximum Flow Numbers 3/8 in. 40 ft (122 m) 6 ft (1.8 m) 9 1 11' 3/8 in. 8 ft (2.4 m) 4 ft (1.2 m) 4 2 4 3/8 in. 4 ft (1.2m) 2 ft (0.6 m) 4 2 2 3/8 in. 12 ft (3.7 m) 2 ft (0.6 m) 6 4 4 'Exceptions; 1. Twelve (12) flow numbers are allowed in any one tank for hood and duct protection. 2. Twelve (1) flow numbers are allowed with any one tank using only two -flow appliance nozzles. 3. Twelve (1 1) flow numbers are allowed with any one tank using only three -flow appliance nozzles. Special Ins ctions: 1. Twelve (12) flow numbers are allowed when four (4) Dean Industries GTi Gas Fryers are protected at low proximity. 2. For certain McDonald's applications, 11.5 flow numbers are allowed when using a combination of one (1) 2W duct nozzle, one (1) 1/2N electrostatic precipitator nozzle, one (1) 1N plenum nozzle, and four (4) two -flow appliance nozzles. Contact ANSUL Applications Engineering Department for additional information. Distribution Piping Requirements - 9.0 (34 Uter) Gallon System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft (7.3 m). 2. The total length of all branch lines must not exceed 36 ft (10.9 m). 3. Use a 3/9 in. union to connect the tank adaptor to the 3/8 In. supply line. General Pring Requirements 1. All R-104 system piping is straight line. Therefore, the need for critical lengths and balancing is minimized. 2. Two 45' elbows count as one 90' elbow. 3. Each branch line includes the tee or elbow leading to it, and all fittings within the branch line Itself. 4. The minimum piping length of Schedule 40, 3/8 In. pipe from the tank outlet to any nozzle protecting a range, fryer, or wok must be 6ft(1.8fn). 5. Pipe lengths are measured from center of fitting to center of fitting. 6. All distribution piping must be Schedule 40 black iron, chromeplated, or stainless steel. Do not use hot dipped galvanized pipe on the distribution piping. 7. All threaded connections located in and above the protected area must be sealed with pipe tape. Tape should be applied to male threads Only. Make certain tape does not extend over the end of the thread, as this could cause possible blockage of the agent distribution. AMU. INCCI1PORATill. ME 6TANTON STREET. MARPETTE WI 54143-2542 715-735-7411 Form No. F-2005074-1 copyright 02008 Ann4 Incorporated a )a co • \C k}• A 19 PD C) LC tca #@ \\\0eT / 0 0 ) 00 2 < • • • 0 0 x O 0 Cfl §{ 0 -n oI— X r-(7-7'1 rt.Dr177 — L- CI Without Comments -�% As Noted in Red af Per The Attached Letter these plans have been reviewed by The Tukwila Fire evention Bureau for conformance with current City tandards. Acceptance is subject to errors and L.rnissions which do not authorize violations of adopted tandards and orcFnances. The responsibility for the dequacy of des"7n r : c`s toto"ly with the designer. Additions, deletioris 'Jr rc ,i.:ioru to these drawingsYafter this date will void tt1 crime-,4'nca and will require a resubmittal of rc "_: cr; 4 : for subsequent approval. Final acceptance tc, .:r • id test and inspection by The Tukwila Fire Prwdrr...).i 1 urcau• Date: %—- a l 0 By: ACVn itzmiWtiA FIRE DEPARTDJt!L Please call: 575.4407 and give this job Nb. �-� - 6 grid txact address for shut, ',own or r‘'.S1',r,,tton aoorm„i 8 General Notes 1. Western States Fire Protection to add new pendent sprinklers due to new wall and ceiling. Sprinklers shall be spaced in accordance with NFPA #13 Ordinary Group II Occupancy with a 151-0" maximum distance between sprinklers and a maximum coverage area of 130sq. ft. 2, The building le oanstructed with non-combustible 'materials and qualifies as unobstructed oonetruction1 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe to be black Schedule 40 pipe. • 5. All new threaded fittings to be 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 area of work. All other areas are not in contract and WSFP is not responsible for existing conditions, 9. Design remote area reduction utilized as per NFPA #13 11,2.3,2.3.1 4 Ire am d11211 11111 MIKK em 1H»mmr m 11® 1111 mm11 11111 Mal 1111 MI 111= KIN MN mm® ION Kai m!1 ea 16111 am on ma EXISTING RISER DETAIL NO SCALE Remote Area Reduction Calculation: NFPA #13 11.2.3,2.3.1 Y=(3x12.5)/2+55 Symbol Legend Symbol Description RAFT . Toni •IAlrH Existing Pipe New Pipe I New Wall JOLLIBEE/ RED RIBBON CALCULATION DESIGN CRITERIA; STANDARD NFPA #13-2007 OCCUPANCY CLASS ORDINARY GROUP II MAX . COVERAGE per HEAD 130 Ff' DENSITY .20 GPM /Ft2tor 971 Ft= SPRINKLER Reliable Model Fl FR ORIFICE 1/2" K= 5.62 WATER FLOW INFORMATION': STATIC 130 PSI RESIDUAL 20 PSI FLOW 8000 GPM AT BASE OF RISER, SYSTEM REQUIRES: 490.46 opmclir 84.35 PSI • At time or Design Water flow Information obtained from Mike Cusick City of Tukwila Water Dept 04/27/10. KM NM llb I -T -1-1T gni no lEC1atila= cia ems aaa �► __ . _.:s-= -1 d d L 0 MI4 Cs -Him. H>'Jd UI 0 0 0 ® m m NO:T-1 F ^r -r use of increased dernand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 205-575-4407 or email fir_G'in prl gges_a l,j-ufCwila,'.�cl_i..Is to schedule your inspections a minimum of ' C hours in adva;;ce of the date you want an inspection. 8' SCALE: 118U = 1'-0 4' 4' 16' D D Without Comments D As Noted in Red PS Per The Attached Letter These plans have been reviewed by The Ttwila Fire "revention- Bureau for conformance with current qty SIidards. Acceptance is subject to errors and (.3i3i,sions which do not authorize violations of adopted : _-ndards and ordinances. The responsibility for the :.nuacy of design rests totally with the deriiner. deletions or revisions to =,i1r:,:ae drawings after tris date will void this acceptance ..:nd will require'a resubmittal of revised drawings los- 51,1bsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention i3ul eau. Date: 6 -I 7 - iO By: IfiKW1LA FIRE DEPARTME,011 Please call: 575.4407 and give this job No. /0 -,c- !- ! ::xact address for shut. 1. 'lig,.,')f `F'STOratiOn a01)raval FLE Hanger No. 05C Concrete Anchor HILTI 8/8" HDI -P v _ - E / / - / :15Rod Cut Rod Lgth Rounded to Rounded to Nearest 'A" E. I Imp li -\ 4„ 3/8" An Thread Rod �"`,✓ o _. MI Concrete' Construction q. Bottom of Concrete to Center Line or Pipe Swivel Rin ``".. `. Is Pipe tI Note on Plan: Hanger Number Note on Plan: Hanger Number and 'A' Dimension -I -I - T T --- Ii I I I ° 4STERN S ►` TES AREA F RK 1 1 anti .Tf z"7a. cF),.... :. ,r _ . ,W . s ,,,, R• 4 m0b41.WF>� I, fm...a.4Maftv..S.P3 4 li ININ r 7° � 4, to0w may, : �� I ., Q se'TM ,' �a 1 ..fL(11--t -.- 1 �� 41� la -H..•.... T I T -... - .4.....1 `�4 k w` I I 0 1 1 I ,� $ CT r.' 10, 0 I11111 I ° I I 7.L t o_ "I L 1 N� 1 1 1 L I Gi _ ° _ - w , p, k4 -- 11'" O 1 1 0 I 1 GWB ($� I M1 B'-6 1 �� a - �.,g ' ; a I w ,. I ® I n1. ) an �s an mSirH 0 - _.. ; am - ima - Toa d - tau SEE mor ymmm - rs ,Oa ® ®Sa 1® an ® 0 _..., .._ x,...61 q; - ... , � I•+ i *' X HOLO #r. er\ ...; :�t�¢t. '11-7-14..4 ,..� '� ,'S_ �� I 2 r r. 1YS ' ac � l I 1 .- io D a of ec J� ->`7 A At ° O Y le fir, O MR 0 1 \ EX HOOD t' ] �. "..:: < '< � ' 1 lzw.;,ri f rrrPi . tR` + \ GWIi ® \ *1 va ® ` O ,;h ,tt,COOLER tit, COOLER ^Y.. ti IN -1 - IVY. i9 ^1 i� I- \ 1Y..S \ O _t 1y\ 1% r 1 r ro a ,ett'1 6'-1 2'-4'JS k \1'•6'/a Q ' \ 1j .- • N 1 i - N CT (a 10.-0 m I fl ' 'i `' I "ter _ ._.. • 1% ... '� N - 1 �\ \ • x 1i L_ Gws c' * %s4 1 �• o La. i 1 ° a . . \ \ \ ° 0 I fig i T g +;..: CM*a tic 3 dt, a a IP , •'t, I , ;.. * jJ .- a t'`r+ a I o .. �� " �`� iii. ' ° , • "'� r o� y ° Cif o`_a�`'� j a1 WIN -.• 1 ?) 5'.9 e d 3J1 �,l' , ;:. ...: ' ig �.. +,z . B`®.:.•..t ( al ` '-°4- ``► ►, d�`d•. 4 Ci :% • ^Ic, + 'y O k -) - --"I# r 1'r j�: 1 �+ i , h+ w ate I I I - - = - _ o -10' 13'-10 1r 1ov. �\ IN.1 ,,:, A Ili ..• +° owe o III ,� + '�+ "I 1 0 0 0 0 fir" • GWB ( 0 l 14=° ti+ I ti\ 1 • et f� c ' , mR �S�t 11'43 .t, ► 't. t �� 11 • r �1t 1 w, .= ICI ,, 1Y4 FS _ 1� _ - .�. 1 I p 4 :.. •g 1y it _- _ I (I ii . a i 1 �� : . Ira - + _ = ���� ��wi WB "` Vii' :, lir• GM* i. -. , �� 1 - - /�/ d l v9er3gfiF 6)fiS7.iCi'? v fl T ,-1 • GWB 1• I �!��Tr : iI 1 4• ra sif a rod 6' $.Rtb1,4. 4 IIS`( 4. '..�i'fA`+SiFY`, i a G1V0UB6@ -� GWB to r � 4 4 M �ii1[ YS ?I mal= 4 0111G".s":S' 131SC(i4 MIN d II "ni4 MI • . VASIE I n MIST 4 tiAlu'aVTu9)Y oRSa. ..,1 'd # 4 rP�C d Ordinary Group II"0.20Og�m/ft2 for 900.ODftt r -1- -1 - L1J_ :%r .1.15.4s' 11'-6 6,110 • lol I I NO:T-1 F ^r -r use of increased dernand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 205-575-4407 or email fir_G'in prl gges_a l,j-ufCwila,'.�cl_i..Is to schedule your inspections a minimum of ' C hours in adva;;ce of the date you want an inspection. 8' SCALE: 118U = 1'-0 4' 4' 16' D D Without Comments D As Noted in Red PS Per The Attached Letter These plans have been reviewed by The Ttwila Fire "revention- Bureau for conformance with current qty SIidards. Acceptance is subject to errors and (.3i3i,sions which do not authorize violations of adopted : _-ndards and ordinances. The responsibility for the :.nuacy of design rests totally with the deriiner. deletions or revisions to =,i1r:,:ae drawings after tris date will void this acceptance ..:nd will require'a resubmittal of revised drawings los- 51,1bsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention i3ul eau. Date: 6 -I 7 - iO By: IfiKW1LA FIRE DEPARTME,011 Please call: 575.4407 and give this job No. /0 -,c- !- ! ::xact address for shut. 1. 'lig,.,')f `F'STOratiOn a01)raval FLE HANGER DETAIL NO- TO COALE Hanger No. 05C Concrete Anchor HILTI 8/8" HDI -P t.., 1 i / ..•t / e/ Hilts 3/9" HDI -P / / °\, / (Uri lod) -`�.l I % 3' n',\I/ I n \ / \', t f r / / / / :15Rod Cut Rod Lgth Rounded to Rounded to Nearest 'A" E. I Imp li -\ 4„ 3/8" An Thread Rod �"`,✓ o _. MI Concrete' Construction q. Bottom of Concrete to Center Line or Pipe Swivel Rin ``".. `. Is Pipe tI Note on Plan: Hanger Number Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NO- TO COALE HANGER DETAIL NOT •O SCALE SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA MAY EARTHQUAKE BRACE O6oCRIP 10N OAT& 01SCRIPTX7H6 OR1P. WWI ouumTr I DEDC!RPTKIN ORIP• TEMP, FPI OH NO, RED. 4.WAY EARTHQUAKE BRACE ADD REL Fl SEMI REC PENDENT F 1 Pi . i12" 5.6 156' CHROME CONT. NO.: NA HYDRAULIC REFERENCE POINT ADD REL F1 SEMI REC PENDENT F 1 i= R 112" 5.8 2006 CHROME 4 DRAWN BY: C. Isaac HANGER SYMBOL„ ADD REL F3011 DRY PENDENT 1/2" 5.8 286¢ CHROME SPR K. ON SHEET: 64 SPRK.ON JOB: 84 DATE: 06/14/10 Western States Fire Protection Company 14680 NE 95TH ST. UNIT 101- REDMOND, WA- 98052 Lic. 0: WESTESF13$QF WESTERN STATES FIRE Pt TECTIONCOA1PAMr-OFFICESLOCATED W.MJIX1ERQue?M,ST.0MVP rDECATUR 100041/00#004 /14OLPSTON / WIMP Oar dAIIYECIW MENNE"POUS t PHOENIX/ PORTLAND (RAPID COY/ ET. MA, SALT LRRECOT/ eEATTU[ Phone: 425.881.0100 Foo: 425.881.3030 JOLLIBEE/ RED RIBBON 1368 SOUTH CENTER MALL FLOOR 1 . TUKWILA, WASHINGTON SHEET FP -1 aF 1 Hanger No. 07C HILTI Kwlk Bolt II --) \'I ' .... .- Drilled Anchor ---.�_ `HIL/ Kwik B ` II 7t M 3' n',\I/ I n \ / \', t f r Rod Coupling --,,` Concrete Conotruotlon :15Rod Cut Rod Lgth Rounded to JI Thread --`,�^ E. I Imp li -\ C{. Bottom of Concrete to Center Linne of Pipe Nearest Inch j Swivel Ring i 1 Pipe Note On PIAn Note on Plan: Hanger Number 'r and'A Dimension HANGER DETAIL NOT •O SCALE SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA MAY EARTHQUAKE BRACE O6oCRIP 10N OAT& 01SCRIPTX7H6 OR1P. WWI ouumTr I DEDC!RPTKIN ORIP• TEMP, FPI OH NO, RED. 4.WAY EARTHQUAKE BRACE ADD REL Fl SEMI REC PENDENT F 1 Pi . i12" 5.6 156' CHROME CONT. NO.: NA HYDRAULIC REFERENCE POINT ADD REL F1 SEMI REC PENDENT F 1 i= R 112" 5.8 2006 CHROME 4 DRAWN BY: C. Isaac HANGER SYMBOL„ ADD REL F3011 DRY PENDENT 1/2" 5.8 286¢ CHROME SPR K. ON SHEET: 64 SPRK.ON JOB: 84 DATE: 06/14/10 Western States Fire Protection Company 14680 NE 95TH ST. UNIT 101- REDMOND, WA- 98052 Lic. 0: WESTESF13$QF WESTERN STATES FIRE Pt TECTIONCOA1PAMr-OFFICESLOCATED W.MJIX1ERQue?M,ST.0MVP rDECATUR 100041/00#004 /14OLPSTON / WIMP Oar dAIIYECIW MENNE"POUS t PHOENIX/ PORTLAND (RAPID COY/ ET. MA, SALT LRRECOT/ eEATTU[ Phone: 425.881.0100 Foo: 425.881.3030 JOLLIBEE/ RED RIBBON 1368 SOUTH CENTER MALL FLOOR 1 . TUKWILA, WASHINGTON SHEET FP -1 aF 1 1372 SOUTHCENTER MALL ASSOCIATED PERMITS 10-S-117 10-H-149 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: 7-/9 .io ice; / FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **Please print.** Site Address: 131 Z 501An-.t cE 4.k. Tenant Name: 30 g eek5 King Co. Assessor's Tax No.: Q 20 24 7 0 o I o Suite Number: 3 to c6 Floor: New Tenant? [!Yes ❑ - No Property Owner's Name: WEA 50 IA -TO C. ; N T& L L C Mailing Address: City CONTACT PERSON -if there are questions about the submittal. Name: r) A Y SGS") e d3 t--`/ State Zip Day Telephone: 2-0 L • 7 2-1-0 • O c'i 9 C� Company Name: R a .T 4001> P• NU) p (A -CX 5Ek.X 1 CES INC . Mailing Address: (7 ( 00 IZTt-1 A i Ej S. SEA TI"Z E W 4 9% 1 0 g City State Zip E-mail Address: `� 5 tI ebb Y c co✓h Fax Number: 20 Is • 7101. Li, (y7 Valuation of Project (contractor's bid price): $ 3 , 01 1 - 00 Scope of Work (please provide detailed information): (44'7-0; L. --A T1 c ►/ OF An4S u` R_1 0 Z 9 64 L -a. -C iJ Er(LE SKPP/Z-055icML3o° 5TAN>7A-tj 5 1AJs t DE 2A)6G ►4.'cb S PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZE GENT: Signature: Print Name: Wi �iCA-‘14EI Plan Permit App.doc Day Telephone: Date: ?-13-2c) ZU E. • 72 k; 0 9 O 5/14/10 TFD FP Form 8 FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Jollibee's 1372 Southcenter Mall Permit No.: 10-H-149 Date: July 22, 2010 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 fil • Nozzle heights above appliances to be per manufacturers installation guidelines. • Fryers shall be installed with at least a 16 inch space between the fryer and surface flames from adjacent cooking equipment or a minimum 8 inch high steel or tempered glass baffle plate shall be installed between the appliances. • Upon activation of the suppression system, the make-up air supply will shut off and the exhaust will keep running. • Type 1 hood systems shall be designed and installed to automatically activate the exhaust fan whenever cooking operations occur. The activation of the exhaust fan shall occur through an interlock with the cooking appliances, by means of heat sensors or by means of other approved methods. • Activation of the suppression system shall shunt all electrical power under the hood as well as the gas supply. • Install a "K" rated portable fire extinguisher within 30 ft. of the cooking equipment. • The hood suppression system shall be monitored by a U.L. Central Monitoring Station. • The suppression system manual pull station shall be located no closer that 10 ft. and no farther than 20 ft. from the cooking equipment and be placed at a height of 42 to 48 inches above the floor. • The inside lower edge of the hood shall overhang or extend a horizontal distance of not less than 6 inches beyond the edge of the top horizontal surface of the appliance on all open sides. The vertical distance between the front lower lip of the hood and such surface shall not exceed 4 feet. in 1 L FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Jolliebee / Red Ribbon 1372 Southcenter Mall Permit No.: 10-S-117 Date: June 17, 2010 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 7-05, section 13.5.6.2.2. • 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. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 30 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2007 Edition. Hydraulic Overview Job Number:1 Job AM IAmmr 1 o„y E,g„ar CHRIS ISAAC Jth Harm JOLLIBEE/ RED RIBBON Foam 206.491-6679 FAX 425-881-3030 uao• 1 ! 2 /9e8 SDLJTH CENTER MALL / 312 5c l JG Srak unsosaeti>Inr Muemr, WESTESF136QF Adth ,.2 AK) CITY OF TUKWII A QP/ I Ebb TUKWILA I WA 252 FAM Jth Su SYstettt Denury 0.200gpml l2 AmadAMAMton 900.0062 (Actual 971.34(2) M•.lomun6ny BF.mu•.nam 5.6 K -Factor 24.00 at 18.367 Ilx•bCem. 250.00 Comp. FM SFm.Y•r 120.0062 wmw•a &eaiMra CS:2M tl 18 sFmn Klemm Deme 84.424 SKIM FW wmw 490.46 TM Demand 740.46 @ 84.424 Klemm RAM +44.229 (34.4%) Sugpiles GY(eck Potr►t,Getrges Node Row(gpml Hose Flowlaom) Static(psij Residual(psil Identifier Pressure(esil K-Factor(K1 Fiow(gpml 1 8000.00 250.00 130.000 ,. . f11 A W:Y r�Li likili_L*1. 20.000 ' BOR 0.000 0 0.00 BOR 0.000 0 0.00 — A. Hatt SD of wASypti �4c" GT Lt' 02 We / ,t 456b4 cq iE 71° (a /4 10 Qtreesa Jotlibee -Red, Ritrhort,F041.cad Supplyat Node i limatmio, 250.00,130.000, 30:0001 T>. `'i 1_,., ? `:.IT_ ...r 1, L .....1_1.i r t_ r. r ...I 150 135 120 Static Pressure 130.000 105 90 1 75 40.46 90.46 w @ th hose 84.424 streams - 60 n, 45 System demand curve ,, ,lam ;s 30 15 8000.00 i 20,000 Inamt811111111 111111111 IIIIIIIII [ I l l i 111 111 11 1 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 ��11, t3U8Q940032°° 4000 4800 5600 6400 7200 8000 Water flow, gpm (?✓©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:33:16PM Page 1 Hydraulic Overview Job Number: 1 Report Description: WET SYSTEM AREA 1 Job Job Number 1 Design Engineer CHRIS ISAAC Job Name JOLLIBEE/ RED RIBBON Phone 206-491-6679 FAX 425-881-3030 Address 1 1368 SOUTH CENTER MALL State Certification/License Number WESTESF136QF Address 2 AHJ CITY OF TUKWILA City TUKWILA State WA l Zip Code Job Site System Density 0.200gpm/ft2 Area of Application 900.00ft2 (Actual 971.34ft2) Most Demanding Spnnkler Data 5.6 K -Factor 24.00 at 18.367 Hose Streams 250.00 Coverage Per Sprinkler 120.00ft2 Number Of Sprinklers Calculated 18 System Pressure Demand 84.424 System Flow Demand 490.46 Total Demand 740.46 @ 84.424 Pressure Result +44.229 (34.4%) Supplies Check Point Gauges Node Flow(gpm) Hose Flow(gpm) Static(psi) Residual(psi) Identifier Pressure(psi) K-Factor(K) Flow(gpm) 1 8000.00 250.00 130.000 20.000 BOR 0.000 0 0.00 BOR 0.000 0 0.00 Jollibse - Red Ribbon FP -1 Supply at Node 1 (8000.00, 250.00, 130.000, 20.00€}) : 11111 I. 1 1] • I ....,, -r -- -`r 150 135 120 Static Pressure 130.000 105 90 .N n 75 740.46 90.46 with @ hose 84.424 streams -• 60 System demand ,•;� 45 30 curve 8000.00 @ 20.000 15 1 i. 1111111111 111111111 111111111 /11111111 1111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 III 111111 1 1 1 1 1 1 I I 1 809403200 4000 4800 5600 6400 7200 8000 Water flow, gpm [lI, ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:05PM Page 1 1 Hydraulic Summary 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Job Job Number 1 Design Engineer CHRIS ISAAC Job Name JOLLIBEE/ RED RIBBON + 1 State Certification/License Number WESTESF136QF Address 1 1368 SOUTH CENTER MALL AHJ CITY OF TUKWILA Address 2 Job Site City State t Zip Code TUKWILA WA I Drawing Name Jollibee - Red Ribbon FP-1.cad System Remote Area(s) Most Demanding Sprinkler Data 5.6 K -Factor 24.00 at 18.367 Occupancy Ordinary Group II Hose Allowance At Source 250.00 Density 0.200gpm/ft2 Area of Application 900.00ft2 (Actual 971.34ft2) Additional Hose Supplies Node Flow(gpm) Number Of Sprinklers Calculated 18 Coverage Per Sprinkler 120.00ft2 Total Hose Streams 250.00 System Flow Demand 490.46 Total Water Required (Including Hose Allowance) 740.46 Maximum Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground 22.34 between nodes 385 and 386 Maximum Velocity Under Ground 2.89 between nodes 1 and 2 Volume capacity of Wet Pipes 1200.73ga1 Volume capacity of Dry Pipes Supplies Node Hose Flow (gpm) Static (psi) Residual Flow (psi) (gpm) Available Total Demand (psi) (gpm) Required Safety Margin (psi) (psi) 1 I 250.00 1 130.000 20.000 8000.00 128.653 740.46 84.424 44.229 Contractor - Contractor Number Contact Name ' NA Chris J Isaac Contact Title Designer Contractor Name Phone Western States Fire Protection (Redmond) (425)881-0100 J. Extension Address 1 µ FAX 14690 NE 95TH ST UNIT 101 (425)881-3030 Address 2 E-mail chris.isaac@wsfp.us City State Zip Code Redmond WA 98052 Web -Site LM ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:07PM Page 2 @Y9 Summary Of Outflowing Devices 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Device Actual Flow (9pm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler 120 30.22 Sprinkler 113 28.54 Sprinkler 106 Sprinkler 107 Sprinkler 111 26.44 26.44 27.92 24.00 24.00 24.00 24.00 24.00 Sprinkler 112 28.18 24.00 Sprinkler 116 29.16 24.00 5.6 5.6 5.6 5.6 5.6 5.6 5.6 29.122 25.965 22.291 22.300 24.865 25.326 27.123 Sprinkler 117 Sprinkler 104 Sprinkler 103 30.19 25.61 24.59 24.00 24.00 24.00 Sprinkler 105 26.32 24.00 Sprinkler 110 27.40 24.00 Sprinkler 114 28.84 24.00 5.6 5.6 5.6 5.6 5.6 5.6 29.063 20.913 19.289 22.083 23.949 26.528 Sprinkler 101 24.00 24.00 Sprinkler 115 29.06 24.00 5.6 18.367 5.6 26.922 Sprinkler Sprinkler 109 26.52 102 24.56 24.00 5.6 22.423 24.00 5.6 19.227 Sprinkler 108 26.46 c Most Demanding Sprinkler Data 24.00 5.6 22.333 [,t, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:08PM Page Node Analysis 1 Job Number: 1 Report Description: WET SYSTEM AREA 1 Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 2 35 118 119 274 298 300 ÷- 302 302 303 305 306 307 309 310 311 312 351 354 355 -5'-0 E(22'-2) 14'-0 fE(16'-0) 14'-0 14'-0 84.349 60.736 60.522 17'-9 PO(20'-2) 12'-9 POD5'-0) 60.417 44.354 26.798 12'-9 PO(5'-0) 12'-9 PO(5'-0) 12'-9 12'-9 PO(8'-0) 12'-9 PO(8'-0) 12'-9 PO(5'-0) 12'-9 27.305 29.301 30.584 35.163 35.136 31.209 12'-9 POL'-9 12'-9 29.358 27.766 25.596 12'-9 T(5'-0) 12'-9 PO(6'-0) 12'-9 T(5'-0) 12'-9 T(5'-0) 380 12'-9 P(k5'-0) 381 12'-9 PO(5'-0) 382 12'-9 PO(5'-0) 383 12'-9 384 12'-9 PO(5'-0) 24.410 34.843 31.658 21.659 1- 23.590 23.590 385 12'-9 PO(8'-0), PO(6'-0) 23.623 25.684 27.882 28.531 386 12'-9 POJ -0) 387 12'-9 PO(5'-0) 34.599 29.259 23.723 388 12'-9 389 12'-9 TT5'-01 1 -5'-0 S 120 11'-0% Spr(-29.122) 113 11'-0% Spr(-25.965) 106 11'-0% Spr(-22.291) 107 10'-0Y, Spr(-22.300) 111 11'-0Y4 Spr24.865) 112 11'-0% Spr(-25.326) 116 10'-01/4 SQr27.123) 117 11'-6% Spr(-29.063) 104 11-6Y4 Spr(-20.913) 103 11-6% Spr(-19.289) 105 10'-6% Spr(-22.083) 110 10'-6Y4 Spr(-23.949)_ 114 10'-6% Spr6.528) 101 115 109 102 108 10'-01/4 Spr(-18.367) 22.096 20.226 84.424 490.46 29.122 30.22 25.965 28.54 22.291 T 26.44 22.300, 24.865 25.326 27.123 29.063 20.913 19.289 22.083 23.949 26.528 10'-6Y4 Spr(-26.922) 10'-6Y4 Spr(-22.423) 10'-6% Spr(-19.227) 10'-01/4 Spr(-22.333) 18.367 26.922 26.44 27.92 28.18 29.16 30.19 25.61 24.59 26.32 27.40 28.84 24.00 29.06 22.423 26.52 19.227 24.56 22.333 26.46 [M, © M.E.P.CAD, Inc. ;fi AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:08PM Page 4 Hydraulic Analysis Job Number: 1 Report Description: WET SYSTEM AREA 1 Pipe Type Diameter Flow Velocity HWC Friction Loss j Length ' Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings Route 1 DR 1.0490 0=24.00 8.91 C=120 0.182334 9'-8'/Y Pf 3.046 101 10'-0'/4 q=24.00 K=5.6 18.367 Spr(-18.367) 7'-0 Pe -1.187 389 12'-9 20.226 E(2'-0), T(5'-0) 16-8'% Pv BL 1.0490 0=48.56 18.03 C=120 0.671452 2'-9'/ Pf 1.869 389 12'-9 20.226 Pe 388 12'-9 22.096 2'-9'/ Pv BL 1.3800 0=48.56 10.42 C=120 0.176596 9'-2'/ Pf 1.628 388 12'-9 22.096 Pe 387 12'-9 23.723 9'-21/ Pv BL 1.3800 0=75.07 16.10 C=120 0.395446 14'-0 Pf 5.536 387 12'-9 23.723 Pe 386 12'-9 29.259 14'-0 Pv BL 1.3800 0=104.13 22.34 C=120 0.724356 1'-4'/z Pf 5.340 386 12'-9 29.259 6-0 Pe 385 12'-9 34.599 PO(6'-0) 7'-4'/x Pv BL 3.2600 0=213.16 8.19 C=120 0.041436 5'-10% Pf 0.244 385 12'-9 34.599 Pe 351 12'-9 34.843 5'-10% Pv BL 3.2600 0=293.55 C=120 0.074903 3'-11 Pf 0.293 351 12'-9 _ __11.28 34.843 Pe 306 12'-9 35.1363'-11 Pv BL 3.2600 Q=405.19 15.57 C=120 0.135973 0'-2Y Pf 0.027 306 12'-9 35.136 i Pe 305 12'-9 35.163 0'-2Y Pv BL 3.2600 0=490.46 18.85 C=120 0.193599 11'-7'/ Pf 11.358 305 12'-9 35.163 47'-0'/ Pe -2.168 274 17'-9 44.354 T(20'-2), LtE(6'-8%), PO(20.-2) 58'-8 Pv CM 4.2600 0=490.46 11.04 C=120 0.052607 198'-6'/4 Pf 14.434 274 17'-9 44.354 75'-10 Pe 1.629 119 14'-0 60.417 T(26'-4), 2fE(8'-11%), 4LtE(7'-1 3' ) 274'-4'/2 Pv CM 5.2950 0=490.46 7.15 C=120 0.018241 5'-9 Pf 0.105 119 14'-0 60.417 Pe 118 14'-0 60.522 5'-9 Pv CM 8.3290 0=490.46 2.89 C=120 0.002009 74'- Pf 0.214 118 14'-0 60.522 32'- Pe 35 14'-0 60.736 2fE(16'-0) 106'- Pv FR 8.3290 Q=490.46 2.89 C=120 0.002009 52'-11'/ Pf 15.376 35 14'-0 60.736 134'-2Y Pe 8.237 2 -5'-0 84.349 GV(4'-11), T(43'-1), 2LtE(16'-0), 187'-1'/4 Pv BFP(-15.000), 2fE(16'-0), E(22'-2) UG 8.3290 0=490.46 2.89 C=140 0.001511 1 50'-0 Pf 0.076 2 -5'-0 84.349 Pe 1 -5'-0 84.424 S 50'-0 Pv Route 2 DR 1.0490 0=24.56 9.12 C=120 0.190216 3'-4'/4 Pf 1.969 102 10'-6'/4 q=24.56 K=5.6 19.227 Spr(-19.227) 7'-9 Pe -0.970 389 12'-9 20.226 E(2'-0), T(5'-0) 10'-4'/ Pv GO Route 3 DR 1.0490 0=24.59 9.13 C=120 0.190778 13'-2g% Pf 2.907 103 11'-6'/ q=24.59 K=5.6 19.289 Spr(-19.289) 2'-0 Pe -0.537 355 12'-9 21.659 E(2'-0) 15'-23/4 Pv BL 1.0490 0=50.20 18.64 C=120 0.714235 14'-0 Pf 9.999 355 12'-9 21.659 Pe 354 12'-9 31.658 14'-0 Pv BL 1.3800 0=80.39 17.24 C=120 0.448848 1-1% Pf 3.185 354 12'-9 31.658 6-0 Pe 351 12'-9 34.843 PO(6'-0) 7'-1'/4 Pv Route 4 DR 1.0490 0=25.61 9.51 C=120 0.205596 I 1'-2Y Pf 1.282 104 11'-6'/4 q=25.61 K=5.6 20.913 Spr(-20.913) 5'-01 Pe -0.537 355 12'-9 21.659 T(5'-0)6'-2'/: Pv Q Route 5 DR 1.0490 Q=26.32 9.77 C=120 0.216215 4'-7'/e' Pf 2.510 105 10'4'/4 q=26.32 K=5.6 22.083 Spr(-22.083) 7'-0 Pe -0.970 381 12'-9 23.623 E(2'-0), PO(5'-0)11-7%i Pv BL 1.3800 0=52.78 11.32 C=120 0.206071 10'-0 Pf 2.061 381 12'-9 23.623 Pe 382 12'-9 25.684 10'-0 Pv BL 1.3800 0=80.19 17.20 C=120 0.4467024'-11 Pf 2.198 382 12'-9 25.684 Pe 0.000 383 12'-9 27.882 4.-114,v L ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:09PM Page 5 Hydraulic Analysis Report Description: Job Number: 1 Pipe Tyke Diameter Flow Velocity HWC Friction Loss Length 1 Pressure Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length Summary Upstream 1Total Length BL 1.6100 Q=80.19 12.64 C=120 0.210856 3'-11 Pf 0.649 383 12'-9 27.882 384 12'-9 28.531 3'-1 Pe Pv BL 1.6100 Q=109.03 17.18 C=120 0.372269 8'-3'h' Pf 6.068 384 12'-9 28.531 385 12'-9 34.599 PO(8'-0) 8'-0 16'-3% Pe Pv Route 6 DR 1.0490 Q=26.44 9.82 C=120 0.218094 3'-2 Pf 2.873 106 11'-0% q=26.44 K=5.6 22.291 Spr(-22.291) 312 12'-9 24.410 2T(5-0) 10'-0 13'-2 Pe -0.753 Pv BL 1.0490 Q=52.88 19.63 C=120 0.786372 1'-6 Pf 1.186 312 12'-9 24.410 311 12'-9 25.596 1'-6 I Pe Pv BL 1.3800 Q=52.88 11.34 C=120 0.206821 311 12'-9 25.596 310 12'-9 27.766 10'-6 1 10'-6 Pf 2.170 Pe 0.000 Pv BL 1.3800 Q=81.42 17.46 C=120 0.459503 3'-5'/2 Pf 1.592 310 12'-9 27.766 309 12'-9 29.358 3'-5'/2 Pe -0.000 Pv BL 1.6100 0=81.42 12.83 C=120 0.216899 8'-6Y2 8'-6Y Pf 1.851 Pe 0.000 Pv 309 12'-9 29.358 307 12'-9 31.209 BL 1.6100 0=111.64 17.59 C=120 0.388934 2'-1% Pf 3.927 307 12'-9 31.209 306 12'-9 35.136 PO(8'-0) 8'-0 Pe -0.000 10'-1% Pv Q Route 7 DR 1.0490 0=26.44 9.82 C=120 0.218173 10'-1% Pf 3.297 5-0 Pe -1.187 15'-1 % Pv 107 10'-0% q=26.44 K=5.6 22.300 Spr(-22.300) 312 12'-9 24.410 T(5-0) Route 8 DR 1.0490 0=26.46 9.82 C=120 0.218473 4'-2% Pf 2.444 108 10'-0Y4 q=26.46 K=5.6 22.333 Spr(-22.333) 7'-0 Pe -1.187 380 12'-9 23.590 E(2'-0), PO(5'-0) 11'-2Y. Pv BL 1.3800 0=26.46 5.68 C=120 0.057460 0'-7 Pf 0.033 380 12'-9 23.590 381 12'-9 23.623 0'-7 Pe -0.000 Pv Gil Route 9 DR 1.0490 0=26.52 9.84 C=120 0.219289 3'-4'/4i Pf 2.270 109 10'-61/4 q=26.52 K=5.6 22.423 Spr(-22.423) 387 12'-9 23.723 E(2'-0), PO(5'-0) 7'-o; Pe -0.970 10'-4Y4 Pv ail Route 10 DR 1.0490 0=27.40 10.17 C=120 0.233056 4'-7Yd Pf 2.705 110 10'-6% q=27.40 K=5.6 23.949 Spr(-23.949) 382 12'-9 25.684 E(2'-0), PO(5'-0) 7'-0 Pe -0.970 11'-7'/41 Pv Route 11 DR 1.0490 0=27.92 10.37 C=120 0.241291 4'-1% Pf 2.686 111 11-0'/4 q=27.92 K=5.6 24.865 Spr(-24.865) 298 12'-9 26.798 E(2'-0), PO(5'-0) 7-0 Pe -0.753 11-1 i Pv BL 1.3800 0=27.92 5.99 C=120 0.063461 8'-0 Pf 0.508 298 12'-9 26.798 , Pe 300 12'-9 27.305 8'-0 Pv BL 1.3800 Q=56.11 12.03 C=120 0.230736 8'-7'/i Pf 1.995 300 12'-9 27.305 Pe 0.000 302 12'-9 29.301 8'-7'/4 Pv BL 1.3800 Q=85.27 18.29 C=120 0.500524 2'-64 Pf 1.284 302 12'-9 29.301 1 Pe -0.000 303 12'-9 30.584 2'-6% Pv BL 1.6100 0=85.27 13.44 C=120 0.23626211-41/2 Pf 4.579 303 12'-9 30.584 305 12'-9 35.163 PO(8'-0) 8.-0 Pe 1 19'-4'h Pv fah Route 12 DR 1.0490 Q=28.18 10.46 C=120 0.245432 4.-1% Pf 2.732 112 11'-0% q=28.18 K=5.6 25.326 Spr(-25.326) 7'-0 Pe -0.753 300 12'-9 27.305 E(2'-0), PO(5'-0) 11-1 % Pv Route 13 DR 1.0490 Q=28.54 10.59 C=120 0.251150 3'-2 Pf 2.555 113 11'-0'/4 q=28.54 K=5.6 25.965 Spr(-25.965) 310 12'-9 27.766 E(2'-0), PO(5'-0) 7'-0 Pe -0.753 10'-2 Pv v Route 14 DR 1.0490 Q=28.84 10.71 C=120 0.256179 4'-7Y4Pf 2.974 114 10'-6'6 q=28.84 K=5.6 26.528 Spr(-26.528) 7'-0 Pe -0.970 384 12'-9 28.531 E(2'-0), PO(5'-0) 11'-7'/4 Pv .a• Route 15 .E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:09PM Page 6 Hydraulic Analysis Report Description: Job Number: 1 Pipe Type Diameter Flow Velocity HWC_ Friction Loss ' Length 'Pressure _ __ _ Downstream Elevation Discharge K -Factor Pt Pn Fittings Eq. Length , Summary Upstream f Total Length DR 1.0490 Q=29.06 10.79 C=120 0.259699 3'-8'%; Pf 3.308 115 10'-6% q=29.06 K=5.6 26.922 Spr(-26.922) 386 12'-9 29.259 2E(2'-0), PO(5'-0) 9'-0 Pe -0.970 12'-8'/ Pv Gil Route 16 DR 1.0490 Q=29.16 10.83 C=120 0.261492 5'-10'/Y Pf 3.365 116 10'-0%4 q=29.16 K=5.6 27.123 Spr(-27.123) 302 12'-9 29.301 E(2'-0), PO(5'-0) 7'- 12'-10% Pe -1.187 Pv Route 17 DR 1.0490 Q=30.19 11.21 C=120 0.278745 2'-2'/ Pf 3.132 117 11'-6% q=30.19 K=5.6 29.063 Spr(-29.063) 9'4 Pe -0.537 354 12'-9 31.658 2E(2'-0), T(5'-0) 11'-2'%I Pv Q Route 18 _DR 1.0490 Q=30.22 11.22 C=120 0.279274 3'-21 Pf 2.841 120 11-0%4 q=30.22 K=5.6 29.122 Spr(-29.122) 7'-00 Pe -0.753 307 12'-9 31.209 E(2'-0), PO(5'-0) 10'-2j 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 Schedule 40 Steel Pipe Inside Diameter J =Factor Multiplying Factor 0.713 1.16 1.33 1.51 Pipe Type Legend Units Legend Fittings Legend AO Arm -Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen -Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing BaIV Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow - Eel 11'/4° Elbow Ee2 22'/2 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. AutoSPRINKO VR5 v5.1.32 06/14/2010 1:35:09PM Page 7 111 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 Supply at Node 1 150 135 120 Static Pressure 130.000 105 90 -4d740.46 a EC 75 90.46 with hose @ 84.424 streams N N d ` a 60 45 30 System demand curve - 15 8000.00 @ 20.000 - JP 0-1III111111111 lith!!!! 111!11111 1 I I I I I I1 I 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I 1 I I I I 1 00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph Supply at Node 1 Static Pressure 130.000 Residual Pressure 8000.00 @ 20.000 Available PressureTlme of Test 128.653 @ 740.46 System Demand 490.46 @ 84.424 System Demand (Including Hose Allowance) 740.46 @ 84.424 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 8 1 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 BOR 150 135 120 Static Pressure 130.000 105 90 '(0 d J75 60 45 30 8000.00 @ 20.000 15 demand curve) i i i i I i f i 1 1 l 11111111 1 I 111 i i i f 1 1 t 11 cLSystem 1600 2400 3200 4000 4800 5600 6400 7200 8000 93000 Water flow, gpm Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available PressureTime of Test 44.229 @ 0.00 System Demand 0.00 @ 0.000 System Demand (Including Hose Allowance) N/A @ 0.000 (M © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 9 1 Hydraulic Graph Job Number: 1 Report Description: WET SYSTEM AREA 1 BOR 150 135 120 Static Pressure 130.000 105 90 .N CL J75 60 45 30 8000.00 @ 20.000 15 0 -System j demand curve) 1 111 i 11 X 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 11 I I 11 I I 1 1 I I I 1 I 1 1 I I 1 00 1600 2400 3200 4000 4800 5600 6400 7200 8000 Water flow, gpm Hydraulic Graph BOR Static Pressure N/A Residual Pressure N/A Available PressureTime of Test 44.229 @ 0.00 System Demand 0.00 @ 0.000 System Demand (Including Hose Allowance) N/A @ 0.000 [M, © M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:11 PM Page 10 Flow Diagram (Top View) Job Number: 1 Report Description: WET SYSTEM AREA 1 ©M.E.P.CAD, Inc. AutoSPRINK® VR5 v5.1.32 06/14/2010 1:35:13PM Page 11 4. ► a ANSUL. 'Vico Rn Suppnrston a Building Products R-102 RESTAURANT SYSTEM NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET ' Appliance Nozzle Type Flow Points Width in. (cm) Max. Side Multiple Length in. (an) Max. Side Multiple Nozzle w/o Drip Board Area ki (cm2) Neale w/ Drip Board Area ktz (cm2) Mirdmum Nozzle HL In. (cm) Maximum Nozzle Ht In. (cm) Fryers without drip boards Poi*. 230/290' 2 14 (36) 15 (38) - - 27/13 (69/33) 47/16 (119/41)'Low Split dr No Split Vat 245/290' 2 14/14.5 (36/37) 15/14 (38/36) - - 20/16 (51/41) 27/27 (69/69) Fryers without drip boards 290 2 19.5 (50) 19 (48.2) - - 13 (33) 16 (41) Non -Split Vat (ONLY) 3N 3 19.5 (50) 19 (48.2) - - 21 (53) 34 (86) 3N 3 18 (45.7) 18 (45.7) - - 25 (64) 35 (89) Fryers wit{i drip boards 'Low Pr 230/290* 2 14 (36) 21 (53) 210 (1355) 294 (1897) 27/13 (69/33) 47/16 (119/41) Spiltr No Spilt Vat' 245/290* 2 14/14.5 (36/37) 21/26.5 (53/67) 210/203 (1355/1310) 294/384.2 (1897R479 20/16 (51/41) 27/27 (69/69) Fryers with drip boards' 290 2 19.5 (50) 253/8 (65) 370.5 (2390) 495 (3194) 13 (33) 16 (41) Non -Split Vat (ONLY) 3N 3 19.5 (50) 25 3/8 (65) 370.5 (2390) 495 (3194) 21 (53) 34 (86) •' 3N 3 18 (45.7) 273/4 (70.5) 324 (2090) 497 (3206) 25 (64) 35 (89) Tilt SkIllet/Braisil}g Pan' Coverage limitation are based on fryer sizes including the drip boards. Exception: Tilt Skillets and Braising may exceed the maximum of 6 ft2 (0.56 m2) Longest Side Max Area In' (cm') Range 1N 1 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) W'dhout back shelf 1F 1 12 (30.5) 28 (71) 336 (2168) - 30 (76) 50 (127) With back shelf' 1F 1 12 (30.5) 28 (71) 336 (2168) - 40 (102) 48 (122) 245 2 24 (61) 28 (71) - - 40 (102) 50 (127) WIthdUt back shelf 260 2 24 (61) 32 (81) 768 (4955) - 30 (76) 40 (102) Wi(i back shelf' 260 2 12 (30.5) 32 (81) 384 (2477) - 30 (76) 40 (102) , 2 x 290 4 36 (91) 28 (71) 1008 (6503) - 15 (38) 20 (51) Griddle 1W1NSS 1 36 (91) 30 (76) - - 35 (89) 40 (102) 290 2 30 (76) 24 (61) - - 30 (76) 50 (127) 260 2 48 (122) 30 (76) - - 30 (76) 50 (127) 290 2 48 (122) 30 (76) - - 20 (51) 30 (76) 2120 2 48 (122) 30 (76) - - 10 (25) 20 (51) Chain Broiler' (Overhead Protection) 2 x 1W 2 34 (86) 30 (76) - - 10 (25) 26 (66) Chain Broiler (Horizontal Protection) 2 x 1N 2 31 (79) 43 (109) - - Front edge; 1 to 3 In. (3 to 8 cm) above the chain Chu Broiler IGas-Radiant 1N/1NSS 1 24 (61) 36 (91) - - 15 (38) 40 (102) Electric 1 W1 NSS 1 20 (51) 34 (86) - - 20 (51) 50 (127) Lava -Rock 1W1NSS 1 13 (33) 24 (61) - - 18 (46) 35 (89) Natuiral Charcoal' 1W1NSS 1 12 (30.5) 24 (61) - - 18 (46) 40 (102) Lava -Rock or Natural Charcoal' 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) Wood Fueled' 3N 3 24 (61) 30 (76) - - 14 (36) 40 (102) Upright Broiler 2 x 1/2N 1 30 (76) 32.5 (82.5) Front edge; Salamander Brollor 2 x 1/2N 1 30 (76) 32.5 (82.5) - - above the grate 1N 1 16 (41) 29 (74) - - - - 1 N nozzle location to be on the vertical edge 6 to 121n. (15.2 to 30.5 cm) in front and 0 to 12 In. (0 to 30.5 cm) above the top of broiler Interval Chamber 1N 1 16 (41) 29 (74) - - 6-12 in. above either end (15.2 to 30.5 cm) Wok 3.75 to 8 In. deep (9.0 to 20.3 cm) 260 2 14 to 30 in. (36 to 76 cm) diameter -35 - (89) 45 (114) 3 to 6 In. (7.6 to 15.2 cm) deep 1W1NSS 1 11 to 24 In. (28 to 61 cm) diameter - - - 30 (76) 40 (102) i For muftk Ie ruu�� nmta4fev..r ��.,..I. 4...e... -- -- pages 4.8 to 4-11! of manual. ' See Figure 1 for nozzle location. ► ' Minimum chain bfouer exhaust opening and not less than180% of internal broiler ► ' 4 in. (10 cm) maximum fuel depth. ' 6 In. (15 cm) max'mum fuel depth. see detailed inlormatbn on 'Shelf can overhang bums (s) by maximum of 11 in. (28 cm) and height limitation of 20 In. (51 cm) from bottom of lowest part of shelf to the top of bumer grate. -12 In. x 12 In. (30.5 cm x 30.5 cm), ' Shelf can overhang bumer(s) by maximum of 11 in. (28 cm) and height size. ► limitation of 18 In. (45.7 cm) from bottom of lowest part of shelf to the top of bumer grate. Low Proximity :1 AN tgco The Suppression & Building Products R-102 RESTAURANT SYSTEM NOZZLE COVERAGE/OVERLAPPING SUMMARY SHEET Plenum Nozzle Type Flow Points Width In. (cm) Max. Side Length In. (cm) Max. Side Nozzle Placement (See Manual for More Detail) Min. Height in. (cm) Max. Height in. (cm) Horizontal Protektlon Single Bank 1N 1 48 (122) 120 (305) 0 in. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Perpendicular Piotectlon Single Bank 1W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Horizontal Protebt1on V -Bank 2 x 1N 2 48 (122) 120 (305) 0 In. to 6 in. (0 to 15.2 cm) from end of plenum 2 (5) 4 (10) Horizontal Prote@tion V -Bank 1W 1 48 (122) 72 (183) 0 In. to 6 In. (0 to 15.2 cm) from end of plenum 1/3 the height of filter Perpendicular !Intention V -Bank 1 W 1 48 (122) 48 (122) See Manual for more detail 1 (2.5) 20 (51) Duct Nozzle Type Flow Points Perimeter In. (cm) Diameter in. (cm) Nozzle Placement (See Manual for More Detail) Duct Length In. (cm) Single Nozzle 1 Flow Nozzle 1W 1 50 (127) 16 (41) See Manual for more detail Unlimited Single Nozzle 2jFlow Nozzle 2W 2 100 (254) 31 7/8 (81) See Manual for more detail Unlimited Multiple Nozzle i 2W + 1W 3 135 (343) 48 (122) See Manual for more detail Unlimited Multiple 2W No zie 2W — >135 (343) >135 (343) See Manual for more detail Unlimited R-102 OVERLAPPING PROTECTION The 245 nozzle, Part No. 419340, must be used for 'end of zone protection, and the 260 nokzie, Part No. 419341, must be used for "zone protection. Appliance Type Fryer Griddle Range Wok, Maximum Wok, Minimum Braising Panakt Skillet' Lava Rode Cfter-Broiler Charcoal Broiler Mesquite Wood Broiler Gas Radiant Char -Broiler Electric Char -Broiler ' See Figure 1 for nozzle location. Maximum Cooking Hazard 34 in. (864 mm) Deep x 5.8 ft2 (5388 cm2) 30 in. (762 mm) Deep x Unlimited Length 30 in. (762 mm) Deep x Unlimited Length 30 in. (762 mm) Diameter x 8 In. (203 mm) Deep 11 in. (279 mm) Diameter x 3 in. (76 mm) Deep 34 in. (864 mm) Deep x Unlimited Length 26 in. (660 mm) Deep x Unlimited Length 30 in. (762 mm) Deep x Unlimited Length (4 in. (102 mm) Maximum Fuel Depth) 30 in. (762 mm) Deep x Unlimited Length (6 in. (152 mm) Maximum Fuel Depth) 36 in (914 mm) Deep x Unlimited Length 34 In. (864 mm) Deep x Unlimited Length COVER MUST NOT INTERFERE WITH EDGE OF DISCHARGE PATTERN 't-11.4 0-12 IN 1 I (0-305 mm) 1 I r 1 If ! 1 ZONE / ZONE CENTER UNE Note: Group protection option Is required for appliances on either side of an appttance(s) using dedicated protection — see manual for details. Overlapping System Piping Limitations Total Max. 3/8 in. Max. Maximum System Flow Pipe No. of Elevation Size Numbers Length Elbows Rise 3 Gal (11 L) 6 75 ft 25 10 ft (22.9 m) (3.1 m) 6 Gal (23 L) 12 75 ft 25 10 ft Manifolded (22.9 m) (3.1 m) 50 ft (15.2 m) maximum pipe from first to last nozzle. 50 ft (15.2 m) maximum pipe after the split on a split system. Cartridge Size LT -30-R Double Tank FIGURE 1 ANSUL IJ PORATi33. OPE STANTON STF EET. MAP5 SITE. WI 54143-2542 715-735-7411 Form No. F-2005010-2 Copyright 0200BAnsa! Incorporated ANSUL. R-102" RESTAURANT SYSTEM DISTRIBUTION PIPING REQUIREMENTS SHEET Distribution Piping Requirements - 6.0 Gallon (22.7 Uter) Manifolded System Requirement" Supply Une Duct Branch Une Plenum Branch Une Appliance Branch Une Pipe Size Maximum Length MaximumRir:e Maximum 90r Elbow Maximum Tees Maximum Flaw Numbers 3/8 In. 32 ft (9.7 m) 6ft(1.8m) 8 2 22 3/8 in. 8 ft (2.4 m) 4ft(1.2m) 4 2 4 3/8 In. 4 ft (1.2 m) 2ft(0.6m) 4 2 2 3/8 in. 12 ft (3.7 m) 2ft(0.6m) 6 4 a Distribution Piping Requirements - 6.0 (22.7 titer) Galion System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft (7.3 m). 2:. The: total length of all branch lines must not exceed 36 ft (10.9 m). Use .a 3/9_in-,unlon to connect the tank adaptor to the 3/8 in. supply line. "Distributbn Piping Requirements - 9.0 (34 Liter) Gallon System Requirement" Supply Une Duct Branch Une Plenum Branch Une Appliance Branch Line Pipe Size 1 Maximum Lehgth Maximum Ride Maximum 900 Elbow Maximum Tees Maximum Flow Numbers 3/8 in. 40 ft (122 m) 6 ft (1.8 m) 9 1 11' 3/8 in. 8 ft (2.4 m) 4 ft (1.2 m) 4 2 4 3/8 in. 4 ft (1.2m) 2 ft (0.6 m) 4 2 2 3/8 in. 12 ft (3.7 m) 2 ft (0.6 m) 6 4 4 'Exceptions; 1. Twelve (12) flow numbers are allowed in any one tank for hood and duct protection. 2. Twelve (1) flow numbers are allowed with any one tank using only two -flow appliance nozzles. 3. Twelve (1 1) flow numbers are allowed with any one tank using only three -flow appliance nozzles. Special Ins ctions: 1. Twelve (12) flow numbers are allowed when four (4) Dean Industries GTi Gas Fryers are protected at low proximity. 2. For certain McDonald's applications, 11.5 flow numbers are allowed when using a combination of one (1) 2W duct nozzle, one (1) 1/2N electrostatic precipitator nozzle, one (1) 1N plenum nozzle, and four (4) two -flow appliance nozzles. Contact ANSUL Applications Engineering Department for additional information. Distribution Piping Requirements - 9.0 (34 Uter) Gallon System 1. The maximum length between the start of the first branch line and the start of the last branch line must not exceed 24 ft (7.3 m). When the supply line is split, the combined total of both legs of the supply line (from the start of the first branch line to the start of the last branch line) must not exceed 24 ft (7.3 m). 2. The total length of all branch lines must not exceed 36 ft (10.9 m). 3. Use a 3/9 in. union to connect the tank adaptor to the 3/8 In. supply line. General Pring Requirements 1. All R-104 system piping is straight line. Therefore, the need for critical lengths and balancing is minimized. 2. Two 45' elbows count as one 90' elbow. 3. Each branch line includes the tee or elbow leading to it, and all fittings within the branch line Itself. 4. The minimum piping length of Schedule 40, 3/8 In. pipe from the tank outlet to any nozzle protecting a range, fryer, or wok must be 6ft(1.8fn). 5. Pipe lengths are measured from center of fitting to center of fitting. 6. All distribution piping must be Schedule 40 black iron, chromeplated, or stainless steel. Do not use hot dipped galvanized pipe on the distribution piping. 7. All threaded connections located in and above the protected area must be sealed with pipe tape. Tape should be applied to male threads Only. Make certain tape does not extend over the end of the thread, as this could cause possible blockage of the agent distribution. AMU. INCCI1PORATill. ME 6TANTON STREET. MARPETTE WI 54143-2542 715-735-7411 Form No. F-2005074-1 copyright 02008 Ann4 Incorporated a )a co • \C k}• A 19 PD C) LC tca #@ \\\0eT / 0 0 ) 00 2 < • • • 0 0 x O 0 Cfl §{ 0 -n oI— X r-(7-7'1 rt.Dr177 — L- CI Without Comments -�% As Noted in Red af Per The Attached Letter these plans have been reviewed by The Tukwila Fire evention Bureau for conformance with current City tandards. Acceptance is subject to errors and L.rnissions which do not authorize violations of adopted tandards and orcFnances. The responsibility for the dequacy of des"7n r : c`s toto"ly with the designer. Additions, deletioris 'Jr rc ,i.:ioru to these drawingsYafter this date will void tt1 crime-,4'nca and will require a resubmittal of rc "_: cr; 4 : for subsequent approval. Final acceptance tc, .:r • id test and inspection by The Tukwila Fire Prwdrr...).i 1 urcau• Date: %—- a l 0 By: ACVn itzmiWtiA FIRE DEPARTDJt!L Please call: 575.4407 and give this job Nb. �-� - 6 grid txact address for shut, ',own or r‘'.S1',r,,tton aoorm„i 8 General Notes 1. Western States Fire Protection to add new pendent sprinklers due to new wall and ceiling. Sprinklers shall be spaced in accordance with NFPA #13 Ordinary Group II Occupancy with a 151-0" maximum distance between sprinklers and a maximum coverage area of 130sq. ft. 2, The building le oanstructed with non-combustible 'materials and qualifies as unobstructed oonetruction1 3. All hanger assemblies shall be spaced and installed in accordance with NFPA & manufacturer's specifications. 4. Branchline and arm -over pipe to be black Schedule 40 pipe. • 5. All new threaded fittings to be 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 area of work. All other areas are not in contract and WSFP is not responsible for existing conditions, 9. Design remote area reduction utilized as per NFPA #13 11,2.3,2.3.1 4 Ire am d11211 11111 MIKK em 1H»mmr m 11® 1111 mm11 11111 Mal 1111 MI 111= KIN MN mm® ION Kai m!1 ea 16111 am on ma EXISTING RISER DETAIL NO SCALE Remote Area Reduction Calculation: NFPA #13 11.2.3,2.3.1 Y=(3x12.5)/2+55 Symbol Legend Symbol Description RAFT . Toni •IAlrH Existing Pipe New Pipe I New Wall JOLLIBEE/ RED RIBBON CALCULATION DESIGN CRITERIA; STANDARD NFPA #13-2007 OCCUPANCY CLASS ORDINARY GROUP II MAX . COVERAGE per HEAD 130 Ff' DENSITY .20 GPM /Ft2tor 971 Ft= SPRINKLER Reliable Model Fl FR ORIFICE 1/2" K= 5.62 WATER FLOW INFORMATION': STATIC 130 PSI RESIDUAL 20 PSI FLOW 8000 GPM AT BASE OF RISER, SYSTEM REQUIRES: 490.46 opmclir 84.35 PSI • At time or Design Water flow Information obtained from Mike Cusick City of Tukwila Water Dept 04/27/10. KM NM llb I -T -1-1T gni no lEC1atila= cia ems aaa �► __ . _.:s-= -1 d d L 0 MI4 Cs -Him. H>'Jd UI 0 0 0 ® m m NO:T-1 F ^r -r use of increased dernand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 205-575-4407 or email fir_G'in prl gges_a l,j-ufCwila,'.�cl_i..Is to schedule your inspections a minimum of ' C hours in adva;;ce of the date you want an inspection. 8' SCALE: 118U = 1'-0 4' 4' 16' D D Without Comments D As Noted in Red PS Per The Attached Letter These plans have been reviewed by The Ttwila Fire "revention- Bureau for conformance with current qty SIidards. Acceptance is subject to errors and (.3i3i,sions which do not authorize violations of adopted : _-ndards and ordinances. The responsibility for the :.nuacy of design rests totally with the deriiner. deletions or revisions to =,i1r:,:ae drawings after tris date will void this acceptance ..:nd will require'a resubmittal of revised drawings los- 51,1bsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention i3ul eau. Date: 6 -I 7 - iO By: IfiKW1LA FIRE DEPARTME,011 Please call: 575.4407 and give this job No. /0 -,c- !- ! ::xact address for shut. 1. 'lig,.,')f `F'STOratiOn a01)raval FLE Hanger No. 05C Concrete Anchor HILTI 8/8" HDI -P v _ - E / / - / :15Rod Cut Rod Lgth Rounded to Rounded to Nearest 'A" E. I Imp li -\ 4„ 3/8" An Thread Rod �"`,✓ o _. MI Concrete' Construction q. Bottom of Concrete to Center Line or Pipe Swivel Rin ``".. `. 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Ira - + _ = ���� ��wi WB "` Vii' :, lir• GM* i. -. , �� 1 - - /�/ d l v9er3gfiF 6)fiS7.iCi'? v fl T ,-1 • GWB 1• I �!��Tr : iI 1 4• ra sif a rod 6' $.Rtb1,4. 4 IIS`( 4. '..�i'fA`+SiFY`, i a G1V0UB6@ -� GWB to r � 4 4 M �ii1[ YS ?I mal= 4 0111G".s":S' 131SC(i4 MIN d II "ni4 MI • . VASIE I n MIST 4 tiAlu'aVTu9)Y oRSa. ..,1 'd # 4 rP�C d Ordinary Group II"0.20Og�m/ft2 for 900.ODftt r -1- -1 - L1J_ :%r .1.15.4s' 11'-6 6,110 • lol I I NO:T-1 F ^r -r use of increased dernand our inspectors' schedules are booked 3-7 days ahead. Therefore, you will need to call 205-575-4407 or email fir_G'in prl gges_a l,j-ufCwila,'.�cl_i..Is to schedule your inspections a minimum of ' C hours in adva;;ce of the date you want an inspection. 8' SCALE: 118U = 1'-0 4' 4' 16' D D Without Comments D As Noted in Red PS Per The Attached Letter These plans have been reviewed by The Ttwila Fire "revention- Bureau for conformance with current qty SIidards. Acceptance is subject to errors and (.3i3i,sions which do not authorize violations of adopted : _-ndards and ordinances. The responsibility for the :.nuacy of design rests totally with the deriiner. deletions or revisions to =,i1r:,:ae drawings after tris date will void this acceptance ..:nd will require'a resubmittal of revised drawings los- 51,1bsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention i3ul eau. Date: 6 -I 7 - iO By: IfiKW1LA FIRE DEPARTME,011 Please call: 575.4407 and give this job No. /0 -,c- !- ! ::xact address for shut. 1. 'lig,.,')f `F'STOratiOn a01)raval FLE HANGER DETAIL NO- TO COALE Hanger No. 05C Concrete Anchor HILTI 8/8" HDI -P t.., 1 i / ..•t / e/ Hilts 3/9" HDI -P / / °\, / (Uri lod) -`�.l I % 3' n',\I/ I n \ / \', t f r / / / / :15Rod Cut Rod Lgth Rounded to Rounded to Nearest 'A" E. I Imp li -\ 4„ 3/8" An Thread Rod �"`,✓ o _. MI Concrete' Construction q. Bottom of Concrete to Center Line or Pipe Swivel Rin ``".. `. Is Pipe tI Note on Plan: Hanger Number Note on Plan: Hanger Number and 'A' Dimension HANGER DETAIL NO- TO COALE HANGER DETAIL NOT •O SCALE SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA MAY EARTHQUAKE BRACE O6oCRIP 10N OAT& 01SCRIPTX7H6 OR1P. WWI ouumTr I DEDC!RPTKIN ORIP• TEMP, FPI OH NO, RED. 4.WAY EARTHQUAKE BRACE ADD REL Fl SEMI REC PENDENT F 1 Pi . i12" 5.6 156' CHROME CONT. NO.: NA HYDRAULIC REFERENCE POINT ADD REL F1 SEMI REC PENDENT F 1 i= R 112" 5.8 2006 CHROME 4 DRAWN BY: C. Isaac HANGER SYMBOL„ ADD REL F3011 DRY PENDENT 1/2" 5.8 286¢ CHROME SPR K. ON SHEET: 64 SPRK.ON JOB: 84 DATE: 06/14/10 Western States Fire Protection Company 14680 NE 95TH ST. UNIT 101- REDMOND, WA- 98052 Lic. 0: WESTESF13$QF WESTERN STATES FIRE Pt TECTIONCOA1PAMr-OFFICESLOCATED W.MJIX1ERQue?M,ST.0MVP rDECATUR 100041/00#004 /14OLPSTON / WIMP Oar dAIIYECIW MENNE"POUS t PHOENIX/ PORTLAND (RAPID COY/ ET. MA, SALT LRRECOT/ eEATTU[ Phone: 425.881.0100 Foo: 425.881.3030 JOLLIBEE/ RED RIBBON 1368 SOUTH CENTER MALL FLOOR 1 . TUKWILA, WASHINGTON SHEET FP -1 aF 1 Hanger No. 07C HILTI Kwlk Bolt II --) \'I ' .... .- Drilled Anchor ---.�_ `HIL/ Kwik B ` II 7t M 3' n',\I/ I n \ / \', t f r Rod Coupling --,,` Concrete Conotruotlon :15Rod Cut Rod Lgth Rounded to JI Thread --`,�^ E. I Imp li -\ C{. Bottom of Concrete to Center Linne of Pipe Nearest Inch j Swivel Ring i 1 Pipe Note On PIAn Note on Plan: Hanger Number 'r and'A Dimension HANGER DETAIL NOT •O SCALE SYMBOL LEGEND REVISIONS SPRINKLER LEGEND SPRINKLER LEGEND APPROVAL: CITY OF TUKWILA MAY EARTHQUAKE BRACE O6oCRIP 10N OAT& 01SCRIPTX7H6 OR1P. WWI ouumTr I DEDC!RPTKIN ORIP• TEMP, FPI OH NO, RED. 4.WAY EARTHQUAKE BRACE ADD REL Fl SEMI REC PENDENT F 1 Pi . i12" 5.6 156' CHROME CONT. NO.: NA HYDRAULIC REFERENCE POINT ADD REL F1 SEMI REC PENDENT F 1 i= R 112" 5.8 2006 CHROME 4 DRAWN BY: C. Isaac HANGER SYMBOL„ ADD REL F3011 DRY PENDENT 1/2" 5.8 286¢ CHROME SPR K. ON SHEET: 64 SPRK.ON JOB: 84 DATE: 06/14/10 Western States Fire Protection Company 14680 NE 95TH ST. UNIT 101- REDMOND, WA- 98052 Lic. 0: WESTESF13$QF WESTERN STATES FIRE Pt TECTIONCOA1PAMr-OFFICESLOCATED W.MJIX1ERQue?M,ST.0MVP rDECATUR 100041/00#004 /14OLPSTON / WIMP Oar dAIIYECIW MENNE"POUS t PHOENIX/ PORTLAND (RAPID COY/ ET. MA, SALT LRRECOT/ eEATTU[ Phone: 425.881.0100 Foo: 425.881.3030 JOLLIBEE/ RED RIBBON 1368 SOUTH CENTER MALL FLOOR 1 . TUKWILA, WASHINGTON SHEET FP -1 aF 1