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HomeMy WebLinkAboutPP - 375 STRANDER BLVD - SOUTHCENTER PLAZA BUILDING - PERMITS AND PLANS375 STRANDER BLVD ASSOCIATED PERMITS 11-F-125 10-F-224 09-F-014 99-F-289 02-S-198 99-S-257 96-S-222 96-S-214 11-H-056 90007 900024 889194 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 3 7S S772fN10 Suite Number: Floor: Tenant Name: E fv) P 7 i/ SPR -CG New Tenant? ❑ - Yes ,® - No Property Owner's Name: IC GC— N LY Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: '7/CH /7/C(,b / Day Telephone: c/2 93/-20 Ca (p Company Name: 4-/q"A'YL%Z-C/-,( /i✓C Mailing Address: Po & / tC"e D c ,t' L /Q LL c 5 ' 3 E-mail Address: 72 /CH /,&€'7 hotzoieiviereJ- ,"t Fax Number: 9/;72,s-- Zi we. Valuation of Project (contractor's bid price): $ ,o 0 -- e'° Scope of Work (please provide detailed information): Al \A / ,Q c CT 7-Fero/I_ /A/Tb Ph, SYs �z�►-� 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 AUTHORIZED AGENT: Signature: Print Name: �y� kl cfi / i / e(ii e b Y Plan Permit App.doc Day Telephone: Date: /4! 029 92/- ?o ce 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 315— STRAab n- al -Nb • Suite Number: Floor: Tenant Name: c N A TH A j New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: s F l4to' h Alp Company Name: BWaft- EES _ 1= raze Mailing Address: (col S4 r H SF curt t-r'N Day Telephone: ti aS ZLJ LI ,11115" AVS /ve A&LIt C *3 City State Zip E-mail Address: QAnataEltr,n_�� F2oar,V . - cam," Fax Number: 31.0 4S 11843 7 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): C. A) v DCAA , Z 1�u11 .611"-t? ens, 1 c.oNN$L-f 1nN, ) BoosTfit.. PAN .i_ 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 OW R OR AUTHORIZED GENT: Signature: Print Name: 3 E 9 1324.251V-2„,0 Plan Permit App.doc Date: Gill 11 Day Telephone: 34 25 21411 ) *I Y 5/14/10 TFD FP Form 8 4. • FIRE DEPARTMENT HOOD SUPPRESSION PLAN REVIEW COMMENTS Project Name: Cha Cha Thai Restaurant 375 Strander BI Permit No.: 11-H-056 Date: March 16, 2011 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • 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 system whenever cooking operations occur. The activation of the exhaust system 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. 0 • If cooking appliances are wheeled, the appliance wheels shall be set in tracks permanently mounted to the floor to ensure appliance is returned to original location if moved for cleaning or maintenance. - Global Project Values: SILENT Project Name:ICha Cha Thai Standby Hours: 24 KNIGII7' Project ID. Alarm Mins: 1 5 Prepared By:IJeff Brossard Derating Factor: 1.2 5700 Calculations Date: 6/1/2011 Voltage Drop Warning Version 02.24.09 Threshold °Jo . 10 Panel ID: 5700 Model: 5700 Add. Fire Alarm Control Panel Max NAC Current: 2.5 Amps Location: Sprinkler Riser Volts: 24 VDC Max Panel Current: 2.5 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts © %Drop Circuit Name city Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5700 5700 CTRL Panel 1 0.200 0.325 SD500-AIM Addr. Input Mod 11 0.006 0.006 SD500-MIM Mini -Input Module 0.000 0.000 SD500-ARM Addr. Relay Module 0.000 0.000 SD500-PS Addr. Pull Station 7 0.004 0.004 SD505-AIS Addr. Ion Smoke Det 0.000 0.000 SD505-AHS Addr. Heat Detector 1 0.001 0.001 SD505-APS Addr. Photo Smoke Det 2 0.001 0.001 SD505-DUCTR Addr. Duct w/Relay 0.000 0.000 SD505-DUCT Addr. Duct 0.000 0.000 SD500-ANM Addr. Notification Module 0.000 0.000 SD500-LED Addr. LED Module 0.000 0.000 S0500-SDM Addr. Smoke Det. Mod. 0.000 0.000 SD505-6RB Addr. Det. Relay Base 0.000 0.000 SD505-6SB Addr. Det. Sounder Base 0.000 0.000 SD505-618 Addr. Det. Isolator Base 0.000 0.000 SD500-LIM Line Isolation Module 0.000 0.000 5860 LCD Remote Annunc 0.000 0.000 5824 Serial/Parallel Module 0.000 0.000 5496 Power Expander 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 NAC #1 max allowed 0.000 1.250 #12 Solid 1.59 0.00 20.40 0.00% NAC #2 max allowed 0.000 1.250 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.212 2.837 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 5.077 0.236 Total Alarm AH Required Total Combined AH Required 5.31 Command Shortcuts Multiply By The Derating Factor 1.20 ( Minimum Battery AmpHours Required 6.38 ( Configure Circuits Print Page 't► Global Project Values. SILENT Project Name: Cha Cha Thai Standby Hours: 24 KN I L LIrl' Project ID: Alarm Mins: 5 Prepared By: Jeff Brossard Derating Factor: 1.2 i 5495 Power Expander Calculations Date: 6/1/2011 Voltage Drop Warning iVersion 02.18 09 Threshold % : 10 Panel ID: 5495 Model: 5495 Power Expander Max NAC Current: 3.0 Amps Location: IFACP I Volts: 24 VDC Max Panel Current: 6.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5495 5495 Pwr Module I 1 0.075 0.205 NAC #1 Cha Cha Thai 0.000 0.758 #16 Solid 4.02 300 2.41 18.57 8.96% NAC #2 0.000 , 0.000 #12 Solid 1.59 0.00 20.40 0.00% NAC #3 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% NAC #4 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Aux 5495 Aux Power Out 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 0.963 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.080 Total Alarm AH Required Total Combined AH Required 1.88 Wire resistances are based upon an ambient temperature of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.26 Configure Circuits Print Page laSu SILENT SILENTKNIGHr Circuit Configuration Project Information Project Name: Cha Cha Thai Prepared By: Jeff Brossard Project ID: 0 Date: 6/1/2011 Ckt. Number: NAC #1 Panel ID: 5495 Ckt. Name: Cha Cha Thai Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.132 1 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.116 2 System Sensor P2/PC2 Hom/Strobe (75cd) 0.000 0.176 0.000 0.352 1 System Sensor S/SC Strobe (75cd) 0.000 0.158 0.000 0.158 0.000 0.000 Totals 0.000 0.758 Ckt. Number: NAC #2 Panel ID: 5495 Ckt. Name: 0 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: NAC #3 Panel ID: 5495 Ckt. Name: 0 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: NAC #4 Panel ID: 5495 Ckt. Name: 0 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: Aux Panel ID: 5495 Ckt. Name: 5495 Aux Power Out Max Circuit Current 3 Arnps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Factory Mutual Engineering November 6, 1989 Mr. Gary Breiwick Abel Fire Protection 4932 Pioneer Road Bothell, WA 98012 Re: Automatic Sprinkler Protection, Building B SPIEKER PARTNERS "Southcenter Plaza" Tukwila, WA Index 78869.01 Account 2-67757 Dear Mr. Breiwick: 10900 N.E. 4th Street, Suite 700 Bellevue, WA 98004 r Telephone (206) 454-3931 i' , Telex 32-9619 {i ❑ `.'IITPOI A.: N11 ❑ PER TH i! The drawn -.;s reviewed ar.i: ac Fire Dei or revisions to tl r� t� will void �h rocwre a resubr ;1 Fin?! acceptanc .I inspection by a i department This is to acknowledge the receipt and review of five copies each of Building B sprinkler drawing FP -3 and site plan drawing FP -1, along with associated hydraulic calculations for the above referenced facility. Construction is concrete masonry unit walls and wood roof with a concrete slab floor. There is a suspended ceiling in the middle portion of the building with plans for additional ceilings throughout. A 9 ft. wide wood canopy runs along most of the west side of the building. Ii DATE: 11 1 CITY Occupancy is to be retail tenant space and a restaurant. Automatic sprinkler protection for the facility is to be provided by a hydraulically designed wet system, with an ordinary hazard pipe schedule dry system protecting the canopy. The wet system has been designed to provide a density of 0.15 gpm/sq. ft. over the most remote 2500 sq. ft. on a spacing of 100 sq. ft. per head. A total of 211 automatic Model F, 1/2 in. orifice, 212°F temperature rated, upright sprinkler heads are proposed throughout the building. Twenty-seven automatic Model F, 1/2 in. orifice, 165°F temperature rated heads are proposed for protection below the existing suspended ceiling. Proposed sprinkler heads to protect the canopy are automatic Model F, 1/2 in. orifice, 165°F temperature rated, dry pendant (18) and horizontal dry sidewall (5) heads. The base of riser demand for the wet system is 718 gpm at 60 psi. The water supply for these systems, with a hose stream allowance of 250 gpm, is adequate. Adequate hangers and earthquake sway bracing are to be provided. We have the following recommendations/comments to this proposal: 1. .If suspended ceilings are installed, sprinkler protection should be provided below the ceilings and should be able to provide a density of 0.15 gpm/sq. ft. of the most remote 2500 sq. ft. i Spieker Partners Page 2 November 6, 1989 Index 78869.01 2. Automatic Model F, dry pendant sprinkler heads are not Factory Mutual approved. Factory Mutual approved equipment should be used and details of the installation should conform to Factory Mutual recommended good practices. Final acceptance of this work will be by field examination and satisfactory completion of the Contractor's Material and Test Certificate. 3. An Inspector's Test Connection should be installed at the most remote point of the wet system. 4. Cutting and welding on sprinkler piping should be avoided. When system fabrication requires drilling, cutting, or burning of holes in sprinkler pipe and/or welding of outlets to pipe, piping should be removed to a safe location. Extreme care should be taken to ensure that coupons, slag and other debris are removed from piping before installation begins. All welding should be performed by welders certified for the procedures used. 5. All new underground piping, including lead-ins, should be thoroughly flushed in accordance with Factory Mutual standards. Flowing 2 in. drains is not an acceptable method of flushing lead-ins. Where underground connections to existing mains are made, the entire underground system should be flushed. 6. A corrosion -resistant metal placard should be provided on each riser indicating location, number of sprinklers, design criteria, water demand, and date of installation. 7. Piping should be adequately sloped to facilitate draining. This means a pitch of at least 1/2 in. in 10 ft. on branch lines and at least 1/4 in. in 10 ft. on crossmains and feed mains. 8. The dry system should be trip tested to assure that water can reach the Inspector's Test Connection in under 60 seconds. If over 60 seconds, a quick -opening device or system redesign may be needed. 9. Plain end pipe couplings should not be used on aboveground piping. 10. All aboveground piping on preaction or dry pipe systems (excluding fittings) should be galvanized. 11. Sprinkler riser shut-off valves are shown as OS&Y in a room. This is acceptable only if the room is rated as a minimum 1 hr. fire resistance and the valves are accessible from outside the building. Subject to the recommendations above, your proposal is acceptable. We are returning four copies of your proposal marked with our stamp of acceptance, and are retaining one copy for our files. t • Spieker Partners Page 3 November 6, 1989 Thank you for your interest in loss prevention. Sincerely, D. S. Owre Loss Prevention Consultant Seattle District Office DSO:m11:3.0 807P Index 78869.01 JOB. NO. 1t 1 o HYDRAULIC "Factory Mutual Engineering Division - Plans Accepted Subjec• To Chanes Indicated and Comments in Transmittal Letter �'- Ip{iity Of FM Co's Is Limited To Their Insurance Policy Coverage Reviewed By Os(•• CUSTOMER'S P.O. NO. CUSTOMER'S NAME V -1-e.a i'( ^Q; . R 2A _ 6t,_pC0 ADDRESS 71.N -L...0 tL„Ayv/k DESCRIPTION OF HAZARD frr%,.. -1107A-t,t.iNn►T AUT11ORITY HAVING JURISDICTION CALCULATIONS BY SHEET NO 1 OF DRAWING NO B -o‘ * RrnU r DATE AREA TO BE CALCULATED SYSTEM REQUIREMENTS REQUIRED DENSITY PER. SQ. FT. 015 ALLOWANCE FOR INSIDE HOSE STATIONS 15b Sbp 'j b ALLOWANCE FOR OUTSIDE FIRE HYDRANTS ?, TOTAL WATER REQUIRED: 12th.1) REMARKS' ily SPRK- G.P.M. AT (id: -.1 GPM GPM P S.I. or A Q ,..)H*c4 WATER SUPPLY INFORMATION STATIC PRESSURE IN P S I 14S RESIDUAL PRESSURE: G.P.M. FLOWING JB$C, ELEVATION (ROME PUMP DATA: TANK DATA: NC-cntworic,.i AT 40 PSI, LOCATION RATED CAPACITY: G.P.M. AT P S I ELEVATION LOCATION CAPACITY GAL. ELEVATION LOCATION REMARKS. 0- Q- G.P.M. - P.S.I. - PT - PF - PE - EE - E- L.T.E. - ABBREVIATIONS FLOW INCREMENT AT SPECIFIC LOCATION FLOW AT A SPECIFIC LOCATION GALLONS PER MINUTE POUND PER SQUARE INCH TOTAL PRESSURE IN P.S.I. PRESSURE LOSS DUE TO FRICTION PRESSURE CHANGE DUE TO ELEVATION 450 ELBOW 900 ELBOW LONG TURN ELBOW STAR FORM HSS 9/67 T - TEE C - CROSS DEL. V. - DELUGE VALVE DRY. V. - DRY VALVE AL. V. - ALARM VALVE GV - GATE VALVE CV - SWING CHECK VALVE AV - ANGLE VALVE GLV - GLOBE VALVE ST - STRAINER PRINTED IN U.S.A. Sheet of HYDRAULIC CALCULATIONS Date 10/24/89 Job_ _ SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Authority having Jurisdiction_ Occupancy___________ Density__________ Area of Application_ Coverage per Sprinkler _ _ . Factory Mutual ORDINARY . 0.15 gpm/sq.ft. 2500 sq.ft. 100 System type_ Wet Hose_ _ _ _ _ 150.0 gpm Inside Hose, 350.0 gpm Outside Hose Water Supply _ 145.00 psi Static, 40.00 psi Residual @ 3330.0 gpm Demand _ _ _ 60.38 psi @ 718.3 gpm @ F & S 60.79 psi @ 1218.3 gpm @ Supply 128.66 psi available @ 1218.3 gpm Demand is below curve by 67.87 psi Sprinklers _ _ 1/2" Sheet of SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON *: Static = 145.00 psi Residual = 40.00 psi at a flow of 3330.0 gpm F:.Demand at F&S = 60.38 psi with 718.3 gpm flowing. D: System demand = 60.79 psi with 1218.3 gpm flowing. *: Pressure available = 128.66 psi when 1218.3 gpm is flowing. Demand is below curve by 67.87 psi. (52.8%) 'SI Multiply pressure scale by 15 0++--+---+ + + + + . 4+ � n . . � + N1.85 Graph + + + �� - ' � . . . 1+ 0++--+---+ + + 1 2 3 4 5 + 6 + 7 GPM Multiply flow scale by 400 + 8 + 9 + 10 Description o+ Fitting abbreviations Code Description Sheet 4 of T Tee LTE Long turn ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description DR Drop PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet � �� of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON 'Remote areas are selected by allowing specified nodes to flow for the designated remote area. Nodes not specified will have no flow exiting those nodes within the designated remote area. This applies only to nodes within the grid itself. Any other calculated sections will use the calculated flows. emote area number 1 includes nodes: 5-11 19-25 33-39 47-53 61-62 Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Node (gpm) (psi) K -Value Source ==____ Sheet 62 of Elevation (ft) Comments 4 - 9.59 16.00 5 17.3 8.13 K= 6.06 DR1 16.00 6 29.6 7.70 K=10.67 DR2 16.00 7 16.8 7.67 K= 6.06 DR1 16.00 Split: 1 8 29.6 7.69 K=10.67 DR2 16.00 9 17.2 8.11 K= 6.06 DR1 16.00 10 31.9 8.96 K=10.67 DR2 16.00 11 20.0 10.94 K= 6.06 DR1 16.00 12 - 13.84 16.00 13 - 16.74 16.00 14 - 19.64 16.00 15 - 22.55 16.00 16 - 31.22 16.00 18 - 9.67 16.00 19 17.3 8.19 K= 6.06 DR1 16.00 20 29.7 7.74 K=10.67 DR2 16.00 21 16.8 7.71 K= 6.06 DR1 16.00 Split: Line 2 22 29.7 7.74 K=10.67 DR2 16.00 23 17.3 8.16 K= 6.06 DR1 16.00 24 32.0 9.00 K=10.67 DR2 16.00 25 20.1 10.97 K= 6.06 DR1 16.00 26 - 13.87 16.00 27 - 16.77 16.00 28 - 19.67 16.00 29 - 22.58 16.00 30 - 31.25 16.00 32 - 10.02 16.00 33 17.6 8.44 K= 6.06 DR1 16.00 34 30.1 7.96 K=10.67 DR2 16.00 35 17.0 7.92 K= 6.06 DR1 16.00 Split: Line 3 36 30.1 7.94 K=10.67 DR2 16.00 37 17.5 8.34 K= 6.06 DR1 16.00 38 32.3 9.17 K=10.67 DR2 16.00 39 20.2 11.13 K= 6.06 DR1 16.00 40 - 14.02 16.00 41 - 16.92 16.00 42 - 19.81 16.00 43 - 22.71 16.00 44 - 31.36 16.00 46 - 10.78 16.00 47 18.1 8.98 K= 6.06 DR1 16.00 48 31.0 8.41 K=10.67 DR2 16.00 49 17.5 8.35 K= 6.06 DR1 16.00 Split: Line 4 50 30.9 8.36 K=10.67 DR2 16.00 51 17.9 8.73 K= 6.06 DR1 16.00 52 32.9 9.53 K=10.67 DR2 16.00 53 20.5 11.47 K= 6.06 DR1 16.00 54 - 14.35 16.00 __ _ � Sheet ' of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation 4ode (gpm) (psi) K -Value Source (ft) Comments 56 - 20.11 ^ 16.00 57 - --.99 , 16.00 58 - 71.60 ^ 16.00 60 - 12.15 , 16.00 61 21.3 12.33 K= 6.06 DR1 16.00 62 38.2 12.79 K=10.67 DR2 16.00 63 - 14.79 , 16.00 64 - 16.00 ^ 16.00 65 - 17.60 , 16.00 66 - 19.20 , 16.00 67 - 20.80 ^ 16.00 68 - 22.41 . 16.00 69 - 24.01 ^ 16.00 70 - 25.61 16.00 71 - 27.21 ^ 16.00 72 - 72.01 , 16.00 73 - 17.89 , 16.00 74 - 17.32 ^ 16.00 75 - 72.56 , 16.00 76 - 77.27 ^ 16.00 77 (718.3) 35.73 Feed Jct 16.00 79 - 35.68 , 16.00 80 - 17.99 ^ 16.00 , rU •:w1LF;, wr-;:.:Ariirain i uil Grid Pipe Detail Remote Area #1 hOoo 11 001 Actual Total Elev .[ i ` 11 l `i'>.a ipe Diam Len Len Head Flow Lss Loss Vel i/Ft) (F'si) {Fps) BeydEnd 0tFs�� ((Psi)��. (inch) (Ft) (Ft) (Ft) (Gpm) (F's i0 -55.5 0.0097 0.08 3.3 18 4 9.67 9.59 �� 8.0 8 . i � Ct . � r8 7.00 16.9 0. 00 -55.5 0.0864 1.46 8.0 4 5 9.59 8.13 4 1.6 Fit= 9.9 1T 0.0434 0.435.5 5 6 8.13 7.70 s 1.68 10. 0 10.0 0. 00 - �:8 . i � . 00 -8. 7 0.00 '8 0.03 1.3 6 7 7.70 7.67 6 1.68 10.0 10.0 7 1.68 10.0 10.0 0.00 8. 1 0.0025 0.02 1.2 7 8 7.67 7.69 8 1.68 10.0 10.0 0.00 37.7 0.0422 0.42 5.4 8 9 7.69 8.11 9 1.68 10. 0 10.0 0.00 55.0 0. 0847 0.85 7.9 9 10 8.11 8.96 10 1.68 10.0 10.0 0.00 86.9 0.1977 1.98 12.5 10 11 8.96 10.94 ^ gid 15.4 11 12 10.94 13.84 1 1 1.68 10.0 10.0 0. 00 106.9 0. 2902 _ . 12 1.68 10.0 1 0.0 0.00 106.9 0.2902 02 2 . 9[_r 15.4 12 13 13.84 16.74 68 10.0 10.0 0.00 106.9 0.2902 2.90 15.4 13 14 16.74 19.64 22.55 14 1.68 10.0 10.0 0.00 106.9 0.2902 .90 15.4 14 15 19.64 15 1.68 20.0 29.9 0.00 106.9 0.2902 8.68 15.4 15 16 22.55 31.22 Fit= 9.9 1T [.�.[y. 2.4 16 30 '1. �� 31.25 '1. fa 1i�P 8.0 8.0 0.00 106.9 0.0031 17 2.64 10.0 10.0 0.00 -111.5 0.0352 0.35 6.6 32 18 10.02 9.67 18 1.68 7.0 16.9 0.00 -56.0 0.0876 1.48 8.1 18 19 9.67 8.19 Fit= 9.9 1T 190.44 5.6 19 20 8.19 7.74 1.68 10.0 10.0 0. 00 -38.6 0.0442 20 1.68 10.0 1[=a.0 0.00 -9.0 0.0070 0.03 1.3 20 21 7.74 7.71 21 1.68 10.0 10.0 0.00 7.9 0.0027; 0.02 1 . 1 21 22 7.71 7.74 [_x . 42 5. 4 22 2' 7.74 8.16 22 1.68 10. 0 10. 0 0. 00 37.5 0. 041.8 ._ 23 1.68 10.0 10.0 0.00 54.8 0.0843 0.84 7.9 23 24 8. 16 9.00 24 1.68 10.0 10.0 0.00 86.8 0.1975 1.97 12.5 24 25 9.00 10.97 25 1.68 10.0 10.0 0.00 106.9 0.2900 2.90 15.4 25 26 10.97 13.87 26 1.68 10.0 10.0 0.00 106.9 0.2900 2.90 15.4 26 27 13.87 16.77 Sheet CI o+ Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press 'ipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End lo. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) ==============______ 27 1.68 10.0 10.0 0.00 106.9 0.2900 2.90 15.4 27 28 16.77 19.67 28 1.68 10.0 10.0 0.00 106.9 0.2900 2.90 15.4 28 29 19.67 22.58 29 1.68 20.0 29.9 0.00 106.9 0.2900 8.67 15.4 29 30 22.58 31.25 Fit= 9.9 1T 30 4.26 10.0 10.0 0.00 213.8 0.0113 0.11 4.8 30 44 31.25 31.36 31 2.64 10.0 10.0 0.00 -169.5 0.0765 0.76 10.0 46 32 10.78 10.02 32 1.68 7.0 16.9 0.00 -58.0 0.0936 1.58 8.4 32 33 10.02 8.44 Fit= 9.9 1T 33 1.68 10.0 10.0 0.00 -40.4 0.0480 0.48 5.8 33 34 8.44 7.96 34 1.68 10.0 10.0 0.00 -10.3 0.0038 0.04 1.5 34 35 7.96 7.92 35 1.68 10.0 10.0 0.00 6.7 0.0017 0.02 1.0 35 36 7.92 7.94 36 1.68 10.0 10.0 0.00 36.8 0.0403 0.40 5.3 36 37 7.94 8.34 37 1.68 10.0 10.0 0.00 54.3 0.0827 0.83 7.8 37 38 8.34 9.17 38 1.68 10.0 10.0 0.00 86.6 0.1963 1.96 12.5 38 39 9.17 11.13 39 1.68 10.0 10.0 0.00 106.8 0.2894 2.89 15.4 39 40 11.13 14.02 40 1.68 10.0 10.0 0.00 106.8 0.2894 2.89 15.4 40 41 14.02 16.92 41 1.68 10.0 10.0 0.00 106.8 0.2894 2.89 15.4 41 42 16.92 19.81 42 1.68 10.0 10.0 0.00 106.8 0.2894 2.89 15.4 42 43 19.81 22.71 43 1.68 20.0 29.9 0.00 106.8 0.2894 8.65 15.4 43 44 22.71 31.36 Fit= 9.9 1T 44 4.26 10.0 10.0 0.00 320.6 0.0240 0.24 7.2 44 58 31.36 31.60 45 2.64 10.0 10.0 0.00 -231.8 0.1364 1.36 13.6 60 46 12.15 10.78 46 1.68 7.0 16.9 0.00 -62.3 0.1068 1.80 9.0 46 47 10.78 8.98 Fit= 9.9 1T ^ 47 1.68 10.0 10.0 0.00 -44.1 0.0565 0.56 6.4 47 48 8.98 8.41 48 1.68 10.0 10.0 0.00 -13.2 0.0060 0.06 1.9 48 49 8.41 8.35 49 1.68 10.0 10.0 0.00 4.3 0.0008 0.01 0.6 49 50 8.35 8.36 50 1.68 10.0 10.0 0.00 35.2 0.0371 0.37 5.1 50 51 8'3A n-77 Sheet �[) \ of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press ipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End o. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 51 1.68 10.0 10.0 0.00 53.1 0.0794 0.79 7.7 51 52 8.73 9.53 52 1.68 10.0 10.0 0.00 86.0 0.1939 1.94 12.4 52 53 9.53 11.47 53 1.68 10.0 10.0 0.00 106.5 0.2880 2.88 15.4 53 54 11.47 14.35 54 1.68 10.0 10.0 0.00 106.5 0.2880 2.88 15.4 54 55 14.35 17.23 55 1.68 10.0 10.0 0.00 106.5 0.2880 2.88 15.4 55 56 17.23 20.11 56 1.68 10.0 10.0 0.00 106.5 0.2880 2.88 15.4 56 57 20.11 22.99 57 1.68 20.0 29.9 0.00 106,5 0.2880 8.61 15.4 57 58 22.99 31.60 Fit= 9.9 1T 58 4.26 10.0 10.0 0.00 427.1 0.0407 0.41 9.6 58 72 31.60 32.01 59 2.64 10.0 10.0 0.00 -213.7 0.1173 1.17 12.6 74 60 13.32 12.15 :30 1.68 7.0 16.9 0.00 18.2 0.0109 0.18 2.6 60 61 12.15 12.33 Fit= 9.9 1T A 1.68 10.0 10.0 0.00 39.4 0.0458 0.46 5.7 61 62 12.33 12.79 n2 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 62 63 12.79 14.39 ,3 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 63 64 14.39 16.00 A 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 64 65 16.00 17.60 �5 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 65 66 17.60 19.20 :,6 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 66 67 19.20 20.80 ,7 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 67 68 20.80 22.41 D8 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 68 69 22.41 24.01 ,9 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 69 70 24.01 25.61 /0 1.68 10.0 10.0 0.00 77.6 0.1603 1.60 11.2 70 71 25.61 27.21 /1 1.68 20.0 29.9 0.00 77.6 0.1603 4.79 11.2 71 72 27.21 32 01 Fit= 9.9 1T ^ ^ 2 4.26 10.0 10.0 0.00 504.7 0.0555 0.55 11.4 72 75 32.01 32.56 /3 2.64 10.0 10.0 0.00 -144.1 0.0566 0.57 8.5 73 74 13.89 13.32 74 1.68 127.0 _146.8 0.00 69.6 0.1311 19.24 10.0 74 75 13.32 77-,_,A Sheet kA of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press ipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End 4o. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) = 75 _ 4.26 10.0 10.0 0.00 574.2 0.0704 0.70 12.9 75 76 32.56 33.27 76 4.26 7.0 33.3 0.00 -74.2 0.0016 0.05 1.7 77 79 35.73 35 68 Fit= 26.3 1T 77 1.68 127.0 146.8 0.00 69.9 0.1320 19.38 10.1 73 76 13.89 33.27 Fit= 19.8 2T ^ 78 4.26 2.0 28.3 0.00 644.1 0.0871 2.47 14.5 76 77 33.27 35.73 Fit= 26.3 1T ^ 79 1.68 127.0 146.8 0.00 -74.2 0.1478 21.69 10.7 79 80 35.68 13 99 Fit= 19.8 2T ^ ^ 80 2.64 6.0 6.0 0.00 -74.2 0.0166 0.10 4.4 80 73 13.99 13.89 Sheet 12, of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Remote Area #1 zipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) f (fps) 3ulk ==== A 12.0 PT 35.73 77 718.3=120.16(35.73)^.5 F 15.8 PE 0.00 81 718.3 4.26 2LTE T 27.8 0.10656 PF 2.96 16.17 PT 38.70 82 Notes C = 120 Grid Jct Top of Riser :d.ser _ C=120 ~==== A 12.0 PT 38.70 82 Top of Riser F 39.5 PE 6.93 (EL= ft) 16.00 82 718.3 4.26 1ALV 1GV T 51.5 0.10656 PF 5.49 16.17 ^ ' 1LTE A 4.0 PT 51.11 83 F 7.9 PE 0.00 83 718.3 4.26 1BKF 1LTE T 11.9 0.10656 PF 9.27 16.17 1BKF = 8.00# PT 60.38 84 F & S ]nder ground C = 140 A 35.0 PT 60.38 84 F & S 150.0 gpm = Hose F 42.0 PE 0.00 84 868.3 7.98 1UT1 1UE T 77.0 0.00535 PF 0.41 5.57 1GV A 0.0 PT 60.79 85 350.0 gpm = Hose F 0.0 PE 0.00 85 1218.3 7.98 T 0.0 0.00000 PF 0.00 7.82 PT 60.79 86 Supply Jct )vailable flow at 60.79 psi is 2955.6 gpm which is 1737.3 gpm from curve. upply pressure available with 1218.3 gpm flowing is 128.66 psi, hus system requirement is 67.87 psi below supply curve. (52.8%) "gv-toTe- Atok 1 Code Flow Pressure K -factor Velocity Intermediate DR1 15.0 6.14 6.06 DR2 29.6 7.69 10.67 RA BL Split -Pt Split -Press Final -Press Final Flow 2 1 8 7.81 34.25 720.2 2 22 7.68 3 36 7.85 4 50 8.20 ,J 60 12.47 Code Flow Pressure K -factor Velocity Intermediate BU1 720.2 37.23 118.04 RI1 720.2 58.95 93.81 UG 1220.2 59.36 158.37 Available flow at 59.36 psi is 2982.6 gpm which is 1762.4 gpm from curve. Supply pressure available with 1220.2 gpm flowing is 128.61 psi, thus system requirement is 69.25 psi below supply curve. (53.8%) 13 HYDRAULIC CALCULATIONS Date 10/23/89 Job SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON Authority having Jurisdiction_ Factory Mutual Occupancy_ _ _ _ _ _ _ _ _ _ ORDINARY Density_ _ 0.15 gpm/sq.ft. Area of Application 2500 sq.ft. Coverage per Sprinkler _ _ _ _ 130 Sheet |� of /( System type_ Wet Hose 150.0 gpm Inside Hose, 350.0 gpm Outside Hose Water Supply _ 145.00 psi Static, 40.00 psi Residual @ 3330.0 gpm Demand_ _ _ 64.62 psi @ 548.6 gpm @ F & S 64.90 psi @ 1048.6 gpm @ Supply 132.62 psi available @ 1048.6 gpm Demand is below curve by 67.72 psi Sprinklers _ _ 1/2" SOUTHCENTER PLAZA -- BUILDING 'B' .TUKW I LA , WASHINGTON Sheet `� of * : Static = 145.00 psi Residual = 40.00 psi at a flow of 3330.0 qpm F: Demand at F&S = 64.62 psi with 548.6 qpm flowing. System demand = 64.90 psi with 1048.6 gpm flowing. *:: Pressure available == 132.62 psi. when 1048.6 qpm is flowing. Demand is below curve by 67.72 psi. (51.17.) FSI Multiply pressure scale by 15 10++ + -+ + + + + 8+ 7+ 6+ 5+ F D 4+ 3+ + N1.85 Graph •9- 12 _r, 4 5 6 + 7 GPM Multiply flow scale by 400 +- 8 + 9 10 Description of Fitting abbreviations . Code Description Sheet 14 of T Tee E Ninety degree elbow LTE Long turn ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only Description of Other abbreviations Code Description BL Branch Line CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction ^.5 Raised to the power of .5 (Square Root) A Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 11 r~7 of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA BUILDING 'B' TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) 8ranchline No. 1 A 12.0 PT 9.65 1 17.4=5.60(9.65)^.5 F 14.1 PE 0.00 1 17.4 1.10 3E :IT T 26.1 0.07838 PF 2.05 5.83 A 10.5 PT 11.70 2 19.2=5.60(11.70)^.5 F 0.0 PE 0.00 36.6 1.45 T 10.5 0.08150 PF 0.86 7.08 A 11.0 PT 12.55 3 19.9=5.60(12.55)^.5 F 19.2 PE 0.00 3 56.4 1.45 3E 1T T 30.2 0.18179 PF 5.49 10.93 A 10.5 PT 18.05 4 23.8=5.60(18.05)^.5 F 0.0 PE 0.00 4 80.2 1.69 T 10.5 0.16792 PF 1.76 11.51 A 10.5 PT 19.81 5 24.9=5.60(19.81)^.5 F 0.0 PE 0.00 5 105.1 1.69 T 10.5 0.27707 PF 2.91 15.09 A 10.0 PT 22.72 6 26.7=5.60(22.72)^.5 F 0.0 PE 0.00 6 131.8 1.69 1 10.0 0.42113 PF 4.21 18.92 A 8.5 PT 26.93 7 29.1=5.60(26.93)^.5 F 0.0 PE 0.00 7 160.9 T!1, 1 8.5 0.18520 PF 1.57 14.16 A 42.5 PT 28.50 8 29.9=5.60(28.50)^.5 F 0.0 PE 0.00 8 190.8 �mam16" T 42.5 0.25387 PF 10.79 16.79 PT 39.29 l4A K -factor for branchline no. 1 = 190.8/(39.29)^.5 = 30.44 Notes C = 120 End head X -main Jct / Sheet |W �� o+ Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON ' Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 2 C = 120 =---====-----=== A 8.0 PT 11.91 10 End head 19.3=5.60(11.91)^.5 F 0.0 PE 0.00 10 19.3 1.10 T 8.0 0.09523 PF 0.76 6.48 A 12.0 PT 12.67 11 19.9=5.60(12.67)^.5 F 0.0 PE 0.00 11 39.3 1.45 T 12.0 0.09305 PF 1.12 7.61 A 12.0 PT 13.79 12 20.8=5.60(13.79)^.5 F 0.0 PE 0.00 12 60.1 1.45 T 12.0 0.20426 PF 2.45 11.64 A 12.0 PT 16.24 13 22.6=5.60(16.24)^.5 F 0.0 PE 0.00 13 82.6 1.69 T 12.0 0.17751 PF 2.13 11.86 A 12.0 PT 18.37 14 24.0=5.60(18.37).5 F 0.0 PE 0.00 14 106.6 1.69 T 12.0 0.28453 PF 3.41 15.30 A 11.5 PT 21.78 15 26.1=5.60(21.78)^.5 F 0.0 PE 0.00 15 132.8 1.69 T 11.5 0.42686 PF 4.91 19.06 A 45.0 PT 26.69 16 28.9=5.60(26.69)^.5 F 12.2 PE 0.00 16 161.7 2.15 1T T 57.2 0.18699 PF 10.70 14.24 ��� PT 37.39 w��� X -main Jct K -factor for branchline no. 2 = 161.7/(37.39)^.5 = 26.44 , Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON pipe Flow Dia Fitting No (gpm) (inch) and Dev :ross main 1 ============ 190.8=30.44(39.29)^ 18 190.8 4.26 5 191.1=30.44(39.39)^.5 19 381.9 4.26 166.7=26.44(39.76)^.5 20 548.6 4.26 1T K -factor for F A F T F � Sheet �4 of Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) 11.0 0.0 11.0 11.0 0.0 11.0 36.0 26.3 0.00917 0.03311 0.06472 PT PE PF PT PE PF PT PE PF PT 39.29 0.00 0.10 39.39 0.00 0.36 39.76 0.00 4.03 43.79 4.29 len 8.60 441\ 12.35 11 Cross main 1 = 548.6/(43.79)^.5 = 82.90 Notes C = 120 BL1 BL2 Bulk Jct ^ Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'B' TUKWILA, WASHINGTON ipe Flow Dia Fitting Length Fr Loss No (gpm) (inch) and Dev 3ulk === A 548.6=82.90(43.79)^.5 F 21 548.6 4.26 2LTE T :User ===== A F 548.6 4.26 1ALV 1GV T 1LTE A F 23 548.6 4.26 1BKF 1LTE T Jnder ground 150.0 gpm = Hose 24 698.6 7.98 1UT1 1UE 1GV 350.0 gpm = Hose 25 1048.6 7.98 A F T A F (ft) (psi/ft) 12.0 PT 15.8 PE 27.8 0.06472 PF PT 12.0 39.5 51.5 4.0 7.9 11.9 35.0 42.0 77.0 0.0 0.0 0.0 PT PE 0.06472 PF PT PE 0.06472 PF PT PT PE 0.00358 PF PT PE 0.00000 PF PT Sheet 2,0 of Press Hyd Vel (psi) Ref (fps) 43.79 0.00 1.80 45^59 �� �� 45.59 22 6.93 3.33 55.85 23 0.00 8.77 64.62 24 12.35 12.35 Notes C = 120 ' CM 1 Top of Riser C = 120 Top of Riser (EL= 16.00 ft) 12.35 1BKF = 8.00# F & S 64.62 24 0.00 0.28 4.48 64.90 25 0.00 0.00 6.73 C = 140 F&S 64.90 26 Supply Jct Wailable flow at 64.90 psi is 2876.7 gpm which is 1828.1 gpm from 3upply pressure available with 1048.6 gpm flowing is 132.62 psi, :hus system requirement is 67.72 psi below supply curve. (51.1%) curve. r Factory Mutual Engineering June 29, 1989 Mr. John Able John J. Able Fire Protection Co., Inc. 4932 Pioneer Road Bothell, WA 98012 Re: Underground Mains for Fire Protection Systems SPIEKER PARTNERS "SOUTHCENTER PLAZA" Tukwila, WA Index 78869.01 Account 2-67757 Dear John: 10900 N.E. 4th Street, Suite 700 Bellevue, WA 98004 Telephone (206) 454-3931 Telex 32-9619 This is to acknowledge the receipt and review of six copies of underground drawings FP1 for the above location. Plans specify an 8 in. fire main to be tied into the existing 18 in. cast iron public main in Andover Park Street West. This 8 in. main will supply water to the three hydrants in front of the plaza as well as to the sprinkler systems inside the plaza. The 8 in. fire service main will also be tied into the existing 12 in. cast iron public main in Strander Boulevard at the southeast corner of the lot. A sufficient number of gate valves will be installed to allow good isolation of pipe sections. A double check valve assembly will be installed on the fire main service to the plaza as per the City of Tukwila standards. We have the following recommendations/comments to this proposal: 1. Although not specified, the recommended depth of cover above underground mains in this area is 4-1/2 ft. Other details pertaining to rodding, anchorage, and thrust blocking, etc., have not been included, but should conform to Factory Mutual Data Sheet 3-10 (enclosed for your reference). 2. The type of gate valves, check valves, and hydrants to be used have not been specified. Factory Mutual approved equipment should be used and details of the installation should conform to Factory Mutual recommended good practices. Final acceptance of this work will be by field examination and satisfactory completion of the Contractor's Material and Test Certificate. 3. All new underground piping, including lead-ins, should be thoroughly flushed in accordance with Factory Mutual standards. Flowing 2 in. drains is not an acceptable method of flushing lead-ins. Where underground connections to existing mains are made, the entire underground system should be flushed. -2- Index 78849.18 Subject to the recommendations above, your proposal is acceptable. We are returning five copies of your proposal marked with our stamp of acceptance, and are retaining one copy for our files. Thank you for your interest in loss prevention. (—/ nc ' G. Se�iton ss Prevention Consultant Seattle District Office 6( JGS:m11:2.0 340P 206-483-5077 ADVANCED FIRE PROT. �ANCED FIRE PROTECTION INC. 552 PO2 SEP 004 '96 14:43 (206) 43.3-5657 P.O. Box 1543 • 19738 - 144th Ave. N.E. 800: 239-3477 Woodinville, Washington 98072 EAX3� 077 TUKWILA FIRE DEPARTPA ry Please call: 575.4407 ?ive this job A WASHINGTON CORPORATION D (0c Ca ? S Si>`s,'v4_�°L f1,.. -) `i cy c .7r Pa EA 441 1-zob 6"75-- 4401 1x2.04:)- 5-1 S - 41-S9 VOhLa !sZ ll address for shut- -toration approval. 0 CNl/ : :cr 0L=,.) A3 Ate,: r-"... C? . c ---k : 4-0 Pe_ e v..4- a P Y1 e_z_ •stA,.k - ,=F -V- 12. '-Dter_ =4-, a". ,--- � ,�,,, .. La tom' ��' ���-� �,A�-e.. —1---r-b.=, %...,14.,..„...41 t T , I� - / bLd�. L cl : 1,...101 t.r-A e _ L ocxN4-eA G-3 ct". e.. L 4': rk 1 4-© 14 per: ,,-)ie . -F- ± r-i:c3c) 0 /I. , -r - : _ea per. qc...) .. ,.). . - - , p Leo s_ ,,.., s. . -,► 0t.•• . FLE E. 1606 Holyoke #8 • Spokane, Washington 99207 12073 N.F. 99th St. #1680 • Vancouver, Washington 98682 Spokane: Bellingham: (509) 489-5040 (360) 738-8081 800: 489-5044 800: 239.3477 FAX: 489, ,044 plus Vancouver: 1360} 896-3650 800: 260-9701 FAX: 896-3649 T 1 'ON1.7.7HS -_v -i o= Z d aC c. a m : m q2. o < — "N n at CVD N p) N O' V .rt 11 O N cr01 C. rrl O O t -0 N v -I rn I a .2?) h mis .0 wv+uw 9 °f'iQ'2(nayg'DC]a • d co e4 O++ < fp_ ti]. a ? � C � ti s mm <0.0 .-ia 0 '3A "° v a 5 a a> 0 N c g p 0 35 N O8gaO cD a Q O. d r. N O m S = n; N ^r m N<NNcwam Dao r'. coo .0 hItttUi. c.eg3Lc�m r t y . toH ga a 4 a- '�, 'AI it to P,4 ' a m2c m co m 13 m a 0► -, a m to 543 w <O Cs • _ "" LINK BRACKET WITH TEMPERATURE RATING 2I38LY/1N .LUVd HLIAI .77ZZON S.LII1 GNOO 702LLNOJ „91/I H.LIAI 17 13 MODEL PCL -240; 2.4 GALLONS; 8 FLOW POINTS J'V LS.(S ¶?JM 7VOILIT.711.7 .LSM LY3HO O?Idd 3/8" BLACK IRON BRANCH LINES SDNLL LL7 GNV �dld 3NI7A7dd/1SNO1I370V78 „8/£ O\ W ? W N .+ Iv cP,t,o,floon 13 C° 0 0 0 m cc " tot (D cy``o el 7 0 0 y X m x W N — OY 0\ 00 os 00 X X l9 A A v J J J a. a R. .0 13 T)0 W W W W W W a a d a0i 0 coo.) .... - - - -- -r ............. ()._.,....•-•.-4.-.-. --.- \,' jt) Q) I Q. m D -n 0 3' N �. 05 05 13 0 u, c a P _• Ern D o m EU o G 7 c ® 7 fn D om.._..< C51 f.4 0o (p 4- ® m w 7 rn 7 C. n N ,((��i 00 (0 N 3 / S4 it 0.) ID 7 01 y 0o Py•°yC7ctl0o i o °aN zzzzozziczzzzizo .—„O„.a. a-. a• N ... p N-. fD CL ig o P 0. 0 R :: o pL7'�O.w it. ti Q t! N N 0 y ... J O N En•” -. Q.e-k X O3 l./,iC" P OV M O N 4 VD V)JVDVDV,V)V) 00 -4 00 N 00 00 00 00 00 N 00 N '.0 N N NNlis) LOO86 VA `eI t"L 'P^IH IaP4S LZ£ wemelsag pa grip EqD r- 0 0 0 z z 0. z Y z 0 <9I x „9I lona 014 010'. October 2003 Section 3 Design Page 3— 6 Amerex KP Wet Chemical System (EX 4658) FRYER PROTECTION (FULL VAT) TWO FLOW POINT NOZZLE (P/N 13729) MAXIMUM AREA: 191/2 in. (50 cm) x 25-3/8 in. (65 cm) including drainboard interface area 191/2 in. (50 cm) x 19 in. (48 cm) not including drainboard interface area The Amerex fryer nozzle (P/N 13729) uses two flow points and will protect a full vat fryer. If the fryer does not include a drainboard, the maximum fryer dimensions for single nozzle coverage are 19" x 19W (48 x 50 cm) and the maximum protected area is 2.53 ft2 (2350 cm2). If the fryer does contain a drainboard the maximum fryer dimensions for single nozzle coverage are 25- 3/8" x 19W (65 x 48 cm) and the maximum protected area is 3.44 ft2 (3195 cm2). However, the maximum hazard area must not exceed 19" x 19 1/z" (48 x 50 cm). The nozzle must be located along or anywhere within the protected area. Nozzle heights must be within 36 to 48 inches (91.44 — 121.92 cm) above the appliance surface and aimed to the center of the hazard area of the appliance. Locate nozzle within shaded ern (ebois the protected era) =MB= VAT FRYER WITHOUT DRAINBOARD AIM POINT (CENTER OF AZARD AREA) Note: Maximum & minimum heights must be measured vertically from the tip of nozzle to the top of the appliance. EULLIGSLEffea 4r 3r .� ��� WITH DRAINBOARQ LOW PROXIMITY APPLICATION FRYER PROTECTION (FULL VAT) TWO (2) SINGLE FLOW POINT NOZZLE (P/N 11982) MAXIMUM AREA: 191/2 in. (50 cm) X 25 3/8 in. (65 cm) (including drainboard interface area) 191/2 in. (50 cm) x 19 in. (48 cm) (not including drainboard interface area) A pair of Amerex single flow point nozzles (P/N 11982) will protect a full vat fryer. The nozzles must be used in pairs located on the perimeter of the appliance, W back from the inside edge of the appliance and within a zone extending 6" in both directions of the center of the hazard. The nozzles are to be located 180° apart (directly across from one another). They are to be aimed at a point 3" below the top of the appliance and directly below the opposing nozzle. If the fryer does not include a drainboard, the maximum fryer dimensions are 19%2" x 19" (50 x 48 cm) and the maximum protected area is 2.53 ft2 (2530 cm2). If the fryer does contain a drainboard, the maximum fryer dimensions are 25 3/8" x 19 1/2" (65 x 50 cm) and the maximum protected area is 3.44 ft2 (3195 cm2). However, the maximum hazard area must not exceed 19 'A " x 19" (50 x 48 cm). The nozzle's height must be within 171/2" to 36" (45 - 92 cm) above the appliance surface. FULL VAT FRYER WITH DRAINBOARD L_— p Without Comments p As Noted in Red p Per The Attached Letter "ese plans have been reviewed by The Tukwila Fire e"ention Bureau for conformance with current City 1-__dards. Acceptance is subject to errors and •nissions which do n,p_ authorize violations of adopted andards and ordinances. The resporsibi,;ry for the ,dequacy of design rests Lotaily with the designer. 4rditions, deletions or revisions to these drawings after rr i:s date will void this acceptance and wi,' require a esubmittal of revised drawings for subsequent approval. veinal acceptance is subject to field test and inspection by ( ne Tukwila Fire Prevention Bureau. —! I By: Alm i l 'TUKWItA FIRE DEPARTMEN► P1sase call: 575-4407 and give this job No. If-H-os1. and exact address for shut. h,,wn or res+.:ration approval P.O. Box 186 Mountlake Terrace, WA 98043 City of Tukwila Fire Prevention 444 Andover Park East Tukwila, WA 98188 Re: 375 Strander Blvd. The HVAC unit in 375 Strander has been replaced and in doing so they had to add a duct smoke. I have been asked to monitor the duct smoke from the fire alarm system. The scope of work at this point is to get the space ready to turn over to a new tenant which will start their own build out on the space next week. The panel that is located in the building is a Silent Knight 5700 addressable panel which we would add 1 input module to monitor the duct smoke. The duct smoke is a System Sensor D4120 which I have attached the cut sheets for both of these products. Thank you, Rich McCurdy 425-931-7066 425-775-5410 fax lily WU.A FIRE DEPARTWIDIt Please call: 575-4407 anti give this job la and exact address for shut. town or restoration aoorove 4_� r it %f .� Vr Without Comments U As Noted in Red Per 12 Attached Letter r` nese plans ha ; vention :ndards. �� v ..•+fissions wnit- ndards anu c•- .. • .`�= wed by The Tukwila Fire r�� ire with current City ,• to errors and v'olations of adopted {t':fr'e iesponsth lity for the •:iequacy of dev,r4f, _ `otaily with the designer. MCditions, L'r avis?or's.n to there cirawingsyafer tris date will void trpi acceptance and wth require resubmittal of revised a"aw'Ongs for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: /U A (-(c7 By: PAID OCT 20 2010 TUKWILA FIRE Cc ANDOVER PARK WEST 375 377 381 383 385 387 ELECTRICAL/ SPRINKLER ;ROOM NEW F.A.P. LOCATION EXISTING F.A.P. LOCATION 393 STRANDER BOULEVARD <z 1 [[ Without Comments gy As Noted in Red j Per I pie Attached Letter These plans have v v ed by The withcukwilarrent Citye Prevention Burec•J standards. Acc:; ,• „- is authorize � violat a o ct to errors f adopted omissions which or 11 • standards and ordIr,aric2S. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. 1 Date: /— � � — p cl By: � /C4713. /0 oic Qdevrc.L ph auitz, VA- Gtvr. 41.- NOTICE A Completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMEA1 Please call: 575.4407 end give this job and exact address for shut. clown or restoration am rovri Eft,'.� est _t2 Ex),T:,oto 1 Yi &Rio k' 1'j Frh ' � t ul? lJ lhJ t6 ""P• r.1 L. Q Lit-YDU T mum fri DN 94EEr I SM. ON SDS Western States Fire Protection Company 7102 -180Ct AVE. NE. SUrlE A-105 • REDMOND. WA • 98052 WESTERN STATES ARE PRD1 Ec:1DN COMPANY —.CFPICES LOCATED °EWER'LO, M S'Fr. Pail MAMA 'OYAAS,NONSTTN a ATAAMTA Phone: 206-eai.OiX0 xtz7triCh CLttuD to/ f: *1STii'/ r 2.x/2 Atl'J fUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. C_2 — and exact a forshut down or restoration approval. o l 6E IAA LE TZ- LlNTE AVI G' V /V ,rrcJi,ENJ A - FILE SEP 1 2 2002 M 7:› 77-1 1 375 n E.2. ` dU-Ki.J L tejA. • , Ai CE: _ ! . )( Without Comments 0 As Noted In Red _.... . P, ,TheA�l. These plans have been reviewed by Prevention Bureau for conformance omissions which do not authorize violations standards and ordinances. The responsibility adequacy of design rests totally with Additions, deletions or revisions to these this date will void this acceptance and e ter -, _ " he Tukwila Fire • th current ci of adopted for the the designer. drawings after will require a resuomaTtal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau Date: q7/3/02- By: Se§- ci.--- mum fri DN 94EEr I SM. ON SDS Western States Fire Protection Company 7102 -180Ct AVE. NE. SUrlE A-105 • REDMOND. WA • 98052 WESTERN STATES ARE PRD1 Ec:1DN COMPANY —.CFPICES LOCATED °EWER'LO, M S'Fr. Pail MAMA 'OYAAS,NONSTTN a ATAAMTA Phone: 206-eai.OiX0 xtz7triCh CLttuD to/ f: *1STii'/ r 2.x/2 Atl'J fUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. C_2 — and exact a forshut down or restoration approval. o l 6E IAA LE TZ- LlNTE AVI G' V /V ,rrcJi,ENJ A - FILE SEP 1 2 2002 M 7:› 77-1 1 375 n E.2. ` dU-Ki.J L tejA. if n GENERAL LEGEND O BOD 608 BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED COUPLING RIGID COUPLING CAP PLUG CENTERUNE HYDRAULIC REFERENCE POINT CENTERLINE PIPE TO BOTTOM OF DECK CENTERLINE PIPE TO BOTTOM OF BEAM CENTERLINE PIPE TO BOTTOM OF JOIST FACE OF STUD FACE OF WALL FOC AFF CH R.C. cs' 4 E/C C/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPUNG OUTLET COUPLING WELDED OUTLET "FIT' FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO 'GT')Il THREAD/"Fir (ALSO "Fxr) ALL—THREAD ROD 251'- -o" REVISIONS DESCRIPTION ,a:, 9-28-89 REVISE STUCTURAL COL 1-8 G.B. BRASS UPRIGHT 1/2" i, 10-23-89 ADD KITCHEN CEILINGS AND PENDENTS • G.B CHROME DRY PENDENT 1/2" 65' 18 -4" + 81—).1 FF 2 1 2 +7111'FT 0 0 1/ 1/ U 2-111 5-0 \TG 11 11-10Y4 11— 0h RES RANT .EA11N e ARE 5-0 71 63x 33' 5-0 W 10-0 • 5-0 67 63x 514' 114 ' 11 114 � x 10-0 5-0 5-0 11-101/2 11-101 r,' r, V-0° FF 63/4x 27 REMOTE AREA .15/2500 S.F. Y4x 11-5 W 18x 35 RIDGE 0 +26'-5' BOB 0 410'—O' TOP OF BEAM 0 +13'-4' REMOTE AREA .15/2500 S.F. SPRINKLERS SYM DESCRIPTION TMP QTY O AUTOMATIC MOD. 'F' BRASS UPRIGHT 1/2" 12' 211 • AUTOMATIC CHROME DRY PENDENT 1/2" 65' 18 4 AUTOMATIC HORIZONTAL DRY SIDEWALL 1/2" 165' 5 BUILDING TOTAi 234 CANOPY DRY SYSTEM TO BE GALVANIZED PIPE LINES TO RUN LOW IN CANOPY SPACE — UPRIGHTS TO BE ON 1" STUB—UPS TO WITH—IN 6" DEFLECTOR DISTANCE OF 2x JOISTS HANG WITH COACH SCREW ROD AND RING RIDGE WATER FLOW SWITCH AUTOMATIC 4" MOD 353 FLGxFLC ALARM VALVE 4' OS & Y GATE VALVE W/ TAMPER SW. FIN. FLOOR QTN--( c� CENTRAL 21/2' MOD 'D' DRY PIPE VALVE W/ PRESSURE SW. 2Y4' OS & Y GATE VALVE W/ TAMPER SW. PIPE STAND RISER DETAIL - LOOKING WEST 3/8" = 1'-O" PIPE STAND 5 CANOPY SPRINKLERS CALCULATED — N.F.P.A. 1 13 PARA. 7-4.3.1 EXCEPTION i 1 SEE BUILDING 'A' FOR TYPICAL CALCS WATER FLOW SWITCH AUTOMATIC 4' MOD 353 FLGxFLG ALARM VALVE 4' OS do Y GATE VALVE W/ TAMPER SW. — � 4' BACKFLOW ASSEMBLY FIN. FLOOR 6 x 4 RED. COUPLING ( FLEX CONN. ) 8x 11 RED. FLG. SLEEVE RISER DETAIL LOOKING NORTH 3/8" = i' -o" GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE Ih 4 IN LOCAUTIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBIUTY THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF TF ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES TH ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTF' 6 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M. FOR THE MOST REMOTE 2500 S.F. 9 ORDINARY HAZARD OCCUPANCY — 100 S.F. / SPRINKLER 10 1" — 2" TO BE SCH 40 FOR SCREWED ENDS OR THINWALL FOR WELDED PIECES — 2-1/2" AND ABOVE TO BE RIDGE ITH N.F.P.A. #13 TO PROVIDE HEAT DRY PIPE , DELUGE AND E STRUCTURE TO EREOF ERS HANGERS #1 — U—HOOK #2 — EYE—ROD AND RING #3 — COACH SCREW ROD AND RING #4 — TRAPEZE — (2) 2x-6 'S W/ 16" EYE ROD NOTE: AT COL. '8'TO '16' — INSTALL PIPE AT 6" BELOW 24" JOISTS RUN PIPE FLAT AT ELEVATIONS NOTED — MAINS TO SLOPE UP FROM 'K' TO 'A' INSTALL 1" STUB—UPS AS REQUIRED TO MAINTAIN 6" DEFLECTOR TO BOTTOU OF JOISTS. HANG LINES WITH HANGER #3/ — TYPICAL TO BOTTOM OF JOISTS THINWALL 11 DRY SYSTEM INSPECTORS TEST �SS��I��IQ14 11�EING CTO Y 4�StAtI E 91ST tlCT OEF1G COtv1EN3' Fpt SCAT°cL Op AT 1✓D L , TG C,i'1r,h1(�4.`; ,bell io X010 to L.f E.D V'DD'IEu1 ,•I ;!' - ns,t.u, ,a ;u , '>hcu,sct kg, field exam C t _ su F�Nci p,C rs,t;tied ;,aur ci•. u. ac(Y,,.,;r•'.t' ` • eye' or eUu,v aienta�, tion G'J .7 r '•, i,� .,. ' ��i,Cn n" 11fr1, Ayacta n eo n5e ,e coprmt9.ht'tf• d . e•,., t,� form rrtin',e :' a nsacceptance these [mce rite rise; t on th JA.; Irte ant. .n, nn,t toy each no nSUtY shown COveref6es. tion ted t c,ea hlsrtion to iN " shc'ut'o or c nes onstruct�ic then insurance P .reatluore hg FWits M �OmPen1es is limited I�1 Date bill4i of Ii (2S- WI\O Reviewed by Date: 8-89 Scale: 1/8"=1" Drawn: /8"=1" Drawn: G.B. Sheet: FP, 3 .I� Os- 11-4" 8'-6 C. H. 1r-11. 4 4 4 EXIST. z •••••••••1 .11•MINIMM 4 z (c) 37-< z 4 63/4x 2( NE la ARIA—OVEI -& D OP 4 NEW PENDENT SPRI KLER 4 3 0 1 BUILDING 'B' - TENANT SPACE AMERISPA 1/8" = F.9 E.9 • NEW PENDENT SPRINKLER 1/2" 165' C.} BLDG 'B' KEY PLAN NO SCALE 14 TOTAL :C7)>1 . 0 f).(f) a) a (1 .4...C.2) (1) 7, :.<7, :: ::7>Q1:1-34—'Erj(19-1:1):4-747-"5:31(7". -1-..--":;:-'17:(El: 7.i .2L1362:ti—: -.., co 17-132 75>C1) 7: -c:? 4 -7:7 7) 7a.-- I--- a) = '- ::) LZ r: `i..3 a) .. -:1 i... .....• cz --- (7 AREA OF WORK FF711 1.1511.1 ni F7E3i4190)iH a 111 0 03 LLJ 4932 PIONEER ROAD BOTHELL, WA Dote: 2-90 Scale: 1/8=1'—O Drown: G.B. Sheet: 1 of 1 rn nmr,nvn, n1 '�IUr1 Wu1r111 1 W+F•1'Wm Ior" mnMr•lu�"•'P.Nu^rl In,dI "'m,^. WNM � IW�1/N,�, In r'.Y".,riquu Ir qn P 4, Nr L . W .rq.r r,,ir 14 ,,.1,r II 't ,i.P00.r.i,il,l �1W,r m'Ie.pyr01.40,1 0 s r, au "a, 0.011'1 '1, , I I rl p M Irl uY, rAN,y, r 1 r p h uY Yu I „I°,•Pr, m'u 1,iyrutpolr,44,4 90111� PlY�"A!IM I'MbM 251' REVISIONS 'GENERAL LEGEND 9-28-89 - EARTHQUAKE BRACING ' FOC FACE OF CONCRETE -•—`- REVISE TENANT AREA FOR FABRICATION ° G.B . PIPE HANGER ' 'AFF ABOVE FINISHED FLOOR 1E'5' -r-t-- GROOVED COUPLING CH CEILING HEIGHT Aoo 2 riek Noyle LA6.4-r) --e--- RIGID COUPLING RC, REDUCING COUPLING --,_ —3 -{ CAP PLUG 6' 4 4 OUTLET COUPUN C WELDED OUTLET 'FlT" FITTING IT CENTERLINE E/C END TO CENTER (�x HYDRAULIC REFERENCE POINT C/C CENTER TO CANTER BOD CENTERUNE PIPE T4 BOTTOM OF DECK C/E CENTER TO END 808 CENTERUNE PIPE TO BOTTOM OF BEAM GG GROOVE/GROOVE BOJ CENTERLINE PIPE TO BOTTOM OF JOIST TG THREAD/GROOVE (ALSO ,"Gr) FOS FACE OF STUD TxF THREADpFlY (ALSO "Fxr) FOW FACE OF WALL ATR ALL -THREAD ROD 251' REVISIONS DESCRIPTION 9-28-89 REVISE STUCTURAL COL 1-8 C.B. O O • • 0 10-23-89 ADD KITCHEN CEILINGS AND PENDENTS G.B 11-10-89 REVISE TENANT AREA FOR FABRICATION ° G.B . 22' 11-21-89 REVISE PER HVAC COORDINATION , 1E'5' 27 DETAIL REST. FOR FABRICATION G.B £ 1.3010 Aoo 2 riek Noyle LA6.4-r) --4" 2 1 0 5 2,r 6Y4X 27 11 11-10 2-11 5-0 TG 10-0 • 5-0 5-0 • 10-0 • 5-0 67 5-0 • 10-0 614x 515' 11-1014 11-10 ATING 1-101 - 11 4-8 1/ 11 114 4 4 11 11 4 11 I 4 1/ 11-10 1-101 -10 2 5-104 i'8 -4y 1" PLUG 2 4x 10-6 114x 1 -7 7-6 2 1-8 8x 35 2 Y-0" 2-714 5-10 2'-0" 11 4-8 11 5-0 11 3-0 GOE 1/ REMOTE AREA .15/2500 S.F. bo 2x 19-5 W 6x 26 14-0 • 5-0 5-0 • 1 0 -411169e' 5-0 5-0 •10-0 5-0' DRY SYSTEM INSPECTORS TEST RIDGE 0 +26'-5' BOB 0 +10'-0" 1` TOP OF BEIM 0 +13'-4 REMOTE AREA .15/2500 S.F. SPRINKLERS SYM DESCRIPTION TEMP QTY O O • • 0 AUTOMATIC MOD. 'F' BRASS UPRIGHT 1/2" 165' 68 AUTOMATIC MOD. 'F' BRASS UPRIGHT 1/2" 22' 160 AUTOMATIC MOD. 'F' CHROME REC. PENDENT 1/2" 1E'5' 27 AUTOMATIC CHROME DRY PENDENT 1/2" 105' 18 AUTOMATIC HORIZONTAL DRY SIDEWALL. 1,/2" 165' 6 BUILDING TOTAL 279 CANOPY DRY SYSTEM TO BE GALVANIZED PIPE LINES TO RUN LOW IN CANOPY SPACE — UPRIGHTS TO BE ON 1" STUB—UPS TO WITH—IN 6" DEFLECTOR DISTANCE OF 2x JOISTS HANG WITH COACH SCREW ROD AND RING RIDGE RIDGE WATER FLOW SWITCH AUTOMATIC 4' MOD 353 FLGxFLG ALARM VALVE 4' OS & Y GATE VALVE W/ TAMPER SW. RN. FLOOR -10 2-4 CENTRAL 21" M00 '0' DRY PIPE VALVE W/ PRESSURE SW. 21" OS & Y GATE VALVE W/ TAMPER SW. PIPE STAND RISER DETAIL - LOOKING WEST 3/8" = 1'-O" PIPE STAND 5 CANOPY SPRINKLERS CALCULATED -- N"F,P,A. 1 13 PARA. 7-4.3.1 EXCEPTION / 1 SEE BUILDING 'A' FOR TYPICAL CALCS II WATER FLOW SWITCH AUTOMATIC 4" MOD 353 FLCxFLG ALARM VALVE 4" OS dt Y GATE VALVE W/ TAMPER SW. ; ♦ � - 4' BACKFLOW ASSEMBLY FIN. FLOOR 6 x 4 RED. COUPLING ( FLEX CONN. ) r---7 8x 11 RED. FLG. SLEEVE RISER DETAIL - LOOKING NORTH 3/8" = 1._011 • GENERAL NOTES dl I4 IJ 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. X13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED AND F.M. APPROVED I, 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. X13 4 IN LOCAUTIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEE EOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P,M. FOR THE MOST REMOTE 2500 S.F. 9 ORDINARY HAZARD OCCUPANCY — 100 S.F. / SPRINKLER 130 S.F. FOR RESTAURANT 10 1" — 2" TO BE SCH 40 FOR SCREWED ENDS OR THINWALL FOR WELDED PIECES --- 1 2-1/2" AND ABOVE TO BE THINWALL HANGERS — U—HOOK #2 — EYE—ROD AND RING #3 — COACH SCREW ROD AND RING #4 — TRAPEZE — (2) 2x-6 'S W/ 16" EYE ROD NOTE: INSTALL 1" STUB—UPS AS REQUIRED TO MAINTAIN 6" DEFLECTOR TO BOTTO HANG LINES WITH HANGER 113/ — TYPICAL TO BOTTOM OF JOISTS OF JOISTS. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.__ 9.c7' and exact address for shut- down or rest.('ation a a yc JvaI. 773/ 1.92,47g 1 1 ACCEPTED WITHOUT COMMENTS. El As NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed 'hereto have been re,„i: wed and accepted by the City of I LIK'"'Jli.� Fire Dept. A 1:iitions, deletions or re✓4sions to th .,:y:! ^r.1wings after this date will void -hi ; ,t..m ce and will rgUir3 a resu5;1;; ..,4 u± revised drawings. Fin .:II accept,an �„ 4 5 su'aject to field - I n s,dc ct: pie by a 1 e,:,,resentative of this de ,, rtralent DATE BY '72' CITY OF TUKWILA ly- 575-4407 641)7n tr, .17) E L.3 6 1390 r I I N j 4932 PIONEER ROAD N CJ 00 C3) Date: 8-89 Scale: 1/8" 1 —0” Drawn: G.B. Sheet: FP 3 cz ..42.144041111111114 w..x..«mow PING PLAN E- • - I As.- a --19 L Ex I ST. I i L.� NES -� (TY`.) EX \T. ARMOV ER w � 1 x'/2x 1 TEE w l v I N -E- 1-1 EALD ANn 1" PL_V e T'`f '. ALL 1:_.,)G I S' -'r. lJ P E I - T ^> TO R1;M.�.1 iV 141 -Cc' 0 ,zs>,...o„csn.•owWx.sx,.:•ai nw.s:sim,:an•.nr%.axaxt«set�"i ..»ww..awxwt�+.*.•.•...:...a+:::o.wx"x.x...n:MM M. EXIST. •.,.5rNC., 4 LI N I. wl EX 1 5 T . L.PR►€:z I. --r F'": ,�. ..\, a ' ! ', . r''.... ' I \ : ,, `y r / v ./ �, V,k /f K y a. . 1 W I'. I T . Ni SAL S I f NE!W RFcE___ NEA C.) ZTt p, .'w .k; / k 11 x /` r'• \ SOUTH ELEVATION wai.Arrrrr-+r+r.u..n.ra,.''' .. p' \ � t " .. / .rccTP i nl `IF'RINT INC,/ 1H577R • ACCEPTED WITHOUT COMMENTS. �tS N,.)TED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been review. + and acce;)te'd by the City of Tuk.vil.. rir^ ):� .t, `. ` ,'inns, deletions or r::i:.`., �.; .., `'? . • •,,i•I ;s after this Jt s .;ii€ s..i ' c:I; • , ...,n' will recoi; Fin ..: ^ ; i 11 - de . • /2— C11-1 C./.F 1:.. ,,WILA 55.440/ GENERAL NOTES 1) SPRINKLER SYSTEM DESIGN PER N.F.P.A.' # 13. 2) ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED. 3) FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13. 4) IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPP IES TO SPRINKLER SYSTEMS. 5) FIRE PROTECTION CONTRACTOR SHALL IOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6) ALL ELECTRICAL, PAINTING OF PIPE, FUIG, CUTTING OR PATCHING TO BE BY OTHERS. 7) SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE. 8) SPRINKLER SYSTEM HYDRAULICALLY CALCULATED TO PROVIDE . GPM OVER THE REMOTE SQ. FT. irs 9) HAZARD •- SQ. FT. /SPRINKLER. 10) PIPING 1” - 2" TO XL PIPE, 2 - %7" AND ABOVE TO BE THINWALL. 11) OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THE WATER BASED FIRE PROTECTION SYSTEM(S) IN ACCORDANCE WITH THE REQUIREMENT,$ OF N.F.P.A. 25. ` SPRINKLERS UPRIGHT PENDENT • 19 '/z IG° CR SCNI _ SIDEWALL -Iola TOTAL 1� le 41 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9''6 S''�2Z and exact address for shut- down or restoration apdroval, 3 Too SLEEP CaONTRY Zc z, t S STF,1J� E R f3LV 10 ZEIBI ` Ec 1TY MA.R Imo,'( Noy -4c) �� Pe,RMIT It. Etc m-021Cb D VANCEDE "7f FIRE PROTECTION INC. SEP 12 1995 P.O. BOX 1543 WOODINVILLE, WA 98072 (206) 483-5657 JOB: roc'o �-1 S STR-60J E.R TVIKWIL.& WA• SLVt . BY: N1ARK e, DATE" 11(11900 SCALEAs Norm. EQLE.PM.E\T SCHE3LE ITEM QUANT • DESCRIPTION 1 1 REFRIGERATED SALAD TABLE 1.1 2 5/5 WALL SHELF OVER 2 2 - EXISTING WORK TABLES 3 1 5 HOLE STEAM TABLE 3.1 - 1 515 WALL SHELF OVER _ 4 1 REFRIGERATED EASE 5 2 - HEATED HOLDING CABINET, ALTO SHAM 6 • 1 ‘ CONVECTION STEAMER 1 ' 1 GAS CHAR BROILER (COUNTER) 1.l 1 GAS CHAR BROILER CLAMSHELL 8 ' 1 4 OPEN BURNERS '3 1 CLASS I EXHAUST HOOD SI 1 . EXHAUST FAN . 32 1 MAKE-UP AIR FAN 4 TEMP. UNITS 93 1 LOT 5/5 WALL PANELS ' COOK LINE 10 2 TORTILLA WARMERS 11 1 CUSTOM 5/5 WORK TABLE 12 1 CLASS 214000 13 1 SOFT DRINK DISPENSER 14 , 1 JUICE DISPENSER 15 1 WARMNG OVEN 16 1 NOT USED li 1 FOOD PREP' SINK .... . 11.1 1 FOOD PREP SINK FAUCET 18 1 DIPPING CABINET 18.1 1 LOT FRUIT 1/6 PANS AND CUSTOM RACK _ 182 •1 . CUSTOM JUICE RAIL . 183 . 1 SHELF ABOVE - —13 1 D1PPERIUELL '20 . : NOT USED 21 2 POS STATIONS 21.1 3 TELEPHONE 22 5 - PCS PRINTERS 23 2 CREDIT CARD READER 24 2 NAND SINK 25 NOT USED 26 ' NOT USED 21 NOT USW 28 1 D I5HWA5-1ER 2S 2 COMMERCIAL BLENDER 30 1 WALK- M COOLER 30.1 1 CONDENSCR COIL 302 1 COMPRESSOR 30.3 1 CONDENSOR 31 NOT USED 32 1. ICEMAKER/FLAKER/BIN 33 1 MOP SINK 34 1 MOP RACK 35 NOT USW 36 NOT USW 31 1 ICE 5N 38 1 PC5 MONITOR • .J • • • EQUIPMENT FLAN NOM ALL EdAPt• tr NOT SOW TO eE RVIYYED STALL REMAIN. BATTERY CALCULATION Part Name or Description Focus 200 CU Smoke Detector Totals: Req. #Hrs Standby?: Tot Alrm Min in Alrm?: Supv. Alarm Supv. Curr. Curr. Curr. QTY Each Each Total 1 0.0032 0.0064 0.0032 1 0.0001 0.0150 0.0001 2 0.0033 Alarm Curr. Total 0.0064 0.0150 0.0214 24 5 Min Amp Hr Batt Req= 0.08 (30% Batt Age Fac Inc) (130% Total Load) 1SE(2_ —0lCc2A� S 1?r3i-NI( z},(,cs 7-c•l�.l. SEcu (1..;-T (2P6) 3$9 - 69y3 ST(2ANt WEIR_ 13( Vcc, COQ L.3 w'0 -NF tal // 1/4"=11-0" ACCEPTED Without Comments O As Noted if Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do nct authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings forsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bur u. Date: 7///r By: te- .o.L. +v 2_ //\--'4's (i) CO )4 N t_ cZ- i e 4 +C) SVS Pa. S1.0i-r S'(s- w TUKWILA FIRE DEPARTMEIVL Please call: 575.4407 and give this job No. and exact address for shut down or restoration approval. Zo rl (ISMILE QEj Eet Q afic� —.gyp 8'41 Powell 40t S1) B,A-e(ie5 LJA.`9/�38 110vdtf Awt4 ,— pt a l ca; ed i �ay.%z12 t oc 1 . c r2- V � tu 0 0 ea X 1U Q i m 0 i v CLF Ill al ILI 1) _ el to al IQ n LO 7) FE o715377EC SEP 10 1199 `\, 0,4 WALK -1N COOLER AND FREEZER TO FACP o Cho Thai-24x36.dwg U V 0 U r U u 03 0 col :09:14 AM D 15 B EXISTING MENS ROOM TO HB1 ,_ CK T 1 11 0 IHOOD *9,1tio***ft 75 q./30 ' 7a 15 EXISTING WOMENS ROOM EXISTING STORAGE a DINING c 75 EOL FIRE ALARM PLAN SCALE: 1/4"=1'-0" EQUIPMENT LEGEND DEVICE SYMBOL QUANTITY PART NUMBER DESCRIPTION BACKBOX 16 AWG, 2 CONDUCTOR 'FPLR' JACKETED CABLE 2 SD -500 -PS SILENT KNIGHT PULL STATION SINGLE GANG P DID 1 2 BK-P2W SPECTRA ALERT WALL MOUNT HORN STROBE 4 SQUARE X 1-7/8" DEEP 2 BK -SW SPECTRA ALERT WALL MOUNT STROBE 4 SQUARE X 1-7/8" DEEP �. i ISSUES OW C 1 BK-PC2W SPECTRA ALERT CEILING MOUNT HORN STROBE 4 SQUARE X 1-7/8" DEEP �C 11 BK-SCW SPECTRA ALERT CEILING MOUNT STROBE 4 SQUARE X 1-7/8" DEEP 1 -- HOOD CONNECTION TITLE: FIRE ALARM PLAN HOOD PROJECT NO.: 11-021 PROVIDED AND INSTALLED BY OTHERS INDICATES CANDELA INDICATES EXISTING INDICATES CEILING MOUNT NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and trmination of the tectinq{ TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. LiALG ❑ Without Comments El As Noted in Red ❑ Per The ie Attached Letter These plans have been reviewed by The Tukwila Fire Srevention Bureau for conformance with current City standards. Acceptance is subject to errors and �.nissions which do not authorize violations of adopted :-;tandards and ordinances. The responsibility for the awequacy of design reser totally with the designer. Additions, deletions or revisions to these drawings after dais date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: ("t ' ! ( Ey: 5-8 EkSvm 1,144+i%Th de,rt,•s 4r'. roNt. a dd.r scgbl.► aovec Syoke. ek+. sso.re.. P. S. 4.4 C7R:4=•,5 FA e - eKswc. `vc - hy,otGc Lt41•-p ;hssvtkd os tied,(4,41 17.5- L.j rt✓ * *4,4,1; WIRE LEGEND TYPE DESCRIPTION A 18 AWG, 2 CONDUCTOR 'FPLR' JACKETED CABLE B 16 AWG, 2 CONDUCTOR 'FPLR' JACKETED CABLE C 18 AWG. 4 CONDUCTOR 'FPLR' JACKETED CABLE GENERAL NOTES: 1. ALL WORK IS TO CONFORM TO NATIONAL ELECTRIC CODE STANDARDS. 2. WIRING METHOD IS TO BE OPEN CABLING EXCEPT WHERE IT IS EXPOSED AND BELOW SEVEN FEET - THEN IT IS TO BE IN CONDUIT. 3. ALL JUNCTION BOXES. COVERS, AND BACK BOXES ARE TO BE PAINTED RED. 4. PULL STATIONS ARE TO BE MOUNTED AT 48" TO 53" ABOVE THE FLOOR. 5. ALL WALL MOUNT INDOOR HORNS, STROBES, HORN STROBES, AND SPEAKER STROBES ARE TO BE MOUNTED 80" ABOVE THE FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER. 6. SMOKE DETECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING: A) 36" INCHES AWAY FROM ANY AIR HANDLING SYSTEM DIFFUSER B) NOT IN CLOSE PROXIMITY TO ANY FLUORESCENT LIGHT FIXTURES 7. EXTERIOR HORN / STROBE SHALL BE MOUNTED ON THE TOP 2/3 OF THE OUTSIDE WALL OF THE BUILDING, AS HIGH AS POSSIBLE FOR MAXIMUM VISIBILITY FROM THE FIRE DEPARTMENT ACCESS ROADWAY. 8. ALL WIRING PENETRATING ANY FIRE RATED BARRIER SHALL BE SEALED WITH MATERIAL WHICH WILL PREVENT PASSAGE OF FLAME AND HOT GASES. PAID JUN -1 2011 TUKWILA FIRE y7iz7 1-06-0 0 .7 v0 2' 4' 8' SCALE: 1/4"=1I-0" 8m JIER PEMI IIT .ulo 17607 84TH AvE. NE ARLINGTON, WA 98223 PHONE 425 .244.1 445 FAX 360.658.8437 EMAIL BARRIERFIRE@FRONTIER.COM LIC. BARRIFS931 MC AURAN VD. N 98188 CH 37 KWII ISSUES TITLE: FIRE ALARM PLAN DATE: MAY 31,2011 PROJECT NO.: 11-021 SHEET: FA -1