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HomeMy WebLinkAboutPP - 335 STRANDER BLVD - HONEY BAKED HOLIDAY EXPRESS - PERMITS AND PLANS335 STRANDER BLVD ASSOCIATED PERMITS 17-F-096 99-F-118 05-S-139 99-S-095 98-S-311 910025 900182 900033 90006 889154 889111 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date .7 - 6 " 7 Permit # Property Address 35s- 5T wo eK 6Lvp Suite # City TUKWILA Zip Code C13 ( 37 Name of Facility 0 t)(AteA-Cte- t P -Q ���- 0 Si A Occupied as 0 Owner or Representative Installing Company ./N/aAT/% fivL�] Phone # Pr/,9 5/S7r/1-5 Installing Contractor's Address 'Z Z 6 f 86#P ,Ave s, 66416D City /1 - Installer's TInstaller's Name (PRINT) (17) 1-L /MY/YAP/ License and/or Certificate a y yAi ,Si * lot Al / 8-127g Y6 Phone # 2 O 7 7 2- 75-02. General Contractor Electrical Contractor FACP Equipment Manufacturer LENT {tA/T to Hr Model # r5.2-' This system has been installed, pre -tested and operates in accordance with the standards listed below and was inspected by MAR --c. g/t//9/1/7 On (date) 7 - (9 -17 and includes the devices listed on back. Circe all that apply: �J' NFPA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 ✓/ NFPA 70, National Electrical Code, Article 760 Manufacturer's Instructions Manufacturer's Instructions Other (specify) I/ Tukwila City Ordinance Numbers 2050, 2051 /-1'd''3 / r6S UL Central Station Monitor ..9-1-AR/+7 cp./71K System is monitored by Oe - sZ' LkjRo SIGNED 914#.---G Date % ^ 6-17 System Firmware: Installed version 1 `/ ` Checksum Date —1 - 6'17 Initial program Installation Date Revisions and Reasons 4,(.R/9, t,P TD Avbf Ess ft -4z,, DE VZCif-4 Programmed by MA—Le—C-- gA/1 AT • EQUIPMENT INSTALLED AND TESTED: Control Panel Manual Station Smoke Detectors Heat Detectors Duct Detectors MONT70 4-f 1,P air AN Devices Audio Devices Visual Devices Auto Door Release Trouble Indictors Batteries ( of 1 of of LlYof t(-/ of s oJ5- of of of of_ of Readings Battery 7-4.7 1 Generator HVAC Controls Fire Alarm Dialer Monitored by Annunciator Make/Model 5 Z I VVl i\ -7/4L-6 Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model Make/Model "-Hr4trs yx rMTrr. Full Load Charge Z ? . Y y of Make/Model of _ Make/Model of Make/Model of Make/Model Sprinkler System. (Fire Alarm connections only) Water Flow Sw. _ of Valve Tamper Sw. _ of PN of Elec. Alarm Bell of Make/Model Make/Model Make/Model Make/Model Automatic time Delay of Water Flow Alarm seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes- No Test of alarm System on emergency power, satisfactory? Yes X No Test Witnessed by MAt C- £/. »1 n''/ Title T3-c-11- Comments: ic /`f Comments: Date 7—h ^ /"] R tip 0 P Irt 4 0trvtu07 FN 4 i.7-1 t 3s/ . Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #2437, section 16.40.120-D and Ordinance #2436, section 16.42.100-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Marshal's Office. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-971-8737 and leave a message stating the following: 1. Your name. 2. Street address of firewatch location. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: 6--//-/9 Inspectors: V p J ft Start time: 9N) p r Reason For Fire watch:J�� QQLt.)t Incident #: tAzA- Business Name: Business Address: 3�S 5 4-('C3,ANc7 e.0 Business Phone: Person in Charge: W — Fire Marshal's Office t Vd 4,4.,10.( (rUf c/RS Signature: Y — Owner/Manager Rev. 7/29/14 T.F.D. Form F.P. 41 Tukwila Fire Marshal's Office • Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov erT7-.E/eY 5 rii9NZ ay Re 4/0/REAt.44/i .S Ddr4 _0/96 U-Gtg NIn'k.. : Socr7Aetry-A/TA,3 PIA 7..J.9 .57*g'Byc'R 'r ("7,1 -/Ps pe(AWPS -Pe ) ,*4,O1 eLWO c! f iRE At .¢.Prf PA.t/«, / .off 3 .6 .3 76 fe 72 - 1 e nrJr-A t- PA/14 2 P H 7oc'� h-o� i -s r'' , •eDe. i€w' ./6 3 . 3?,4: - 6 5 M c PR/As Kt ER sopa. /70.D / #402.1 .0.-7 i eft • INnTari4' DiY/c.ES 4 -•°X ' 4 Po �G . 5444 414-De-A---133-AS-.2.71, /{fair J?. r ,SLI.--Vc/f•/s-.z 5ft2c91-eE____pFT 7 , COO e 4. •6t+ti/1 • e46, / SIGA)AgL L/N6- DEv/E S 3 sr AcX .o7 I zz. 1- - 4,p, 4/ORA/ 'o •t C ,3 ,xx ., - . - Terin L $TfIN D B y�jARRE S (3%svo $) /9 !f SoB727 L$ i icy Xzy� 65,7419 X t. a C 3.3 ) (4� I 1.s� X4 -Fa (7.7°c, :0839 MAI/HIM. f3A r -Al BA-Kd'P 1 ht Ai 1,/oLRSS en -77:6,y s ?W /DR giE 1:570/REAf .t/;s D 77 : /a2 Zzajk 9 Z-oa SOv7�i'd' 7 FL -,47a, .5TANDBy cviz?E - (Af-DPspa) ,u4,efi Leo L (iPs .ve fIRE )1 , �i°,f P,9i✓,€, . _ , .. .1 .. ...r. - - - ,d 3S , r-..�,,, i • it ., • . i , 1Z- I 546P V d 4J7-I6L f7...fRiA.L 'i'TM ZL.t., Gvr117Sie i -e44 - hying -7 -mm- P41/,dz5 Xi. -1649-/3 v//Mi L At 17_/ /ee T.' .S p$� a 3 ,k ,le 1 7e, 531.444 /�, • • SiG-Amt c L/NG- PEI/cES 3 A- g -o ' , mg-- osSarig - to/ao hlaeALS 6767g57--€.0 z1343 -3 Xj ,e3S ,1/9 • Tali STANPBy AIR/0 t ei.,RR vrs 17!1 4.'G i;ir LS -o3S 99� f v , tL,01(33 + (1.6i33 BfiTrxRf F3Ae-K)P " 9233 A H 11)ATE t # DF ger) RS AlEE.�ED ef77 Y S 7-n4/De y QEJ/g=E/ r i1/i.S D>9 rr ;/.z,z/2 9 ZoQ Am -,-tom- : sov 7-7-/e 3711 BYCvR,ggr' (Ati?spa) 411-rhell e)IL4 (/9-� .)e T 19L STANDBY/Ac�7R�C�RR6NTS (5I -,Jt.T ;5) /7 /1 :L`L 1 i ! i7 L� ) MINI /4 M f3197MR7 BAc-K'P A)e> S ! l OF NovRS AIEE.DE.� 9 x,61(33. + (1.6i33 1. 9213 H l -43s /zVo 5.2P_ q dam77164- ..7, t✓X — '/77/ 2—AA. - ?TX,4'CGGu1 , /N/Tara/ tf- De 1// S 414--Ad49-/3.r w/77-/ / _4-7g/the t3 .51E.S a 3 A. g. • ?o - S340 44(,./ze.),,* 51GA)•4C. 1-/A/G- Pit,/e4 S 3 _3 X g X 1.0 , 4 6" =t 3' , i©.s- "SS/2 .//' - !v/0Zo HotA $ 3--.57 25*Tre.645 may. 7• T 19L STANDBY/Ac�7R�C�RR6NTS (5I -,Jt.T ;5) /7 /1 :L`L 1 i ! i7 L� ) MINI /4 M f3197MR7 BAc-K'P A)e> S ! l OF NovRS AIEE.DE.� 9 x,61(33. + (1.6i33 1. 9213 H • Sprinkler Systems Hydraulic Flbw Calculations SOUTHCENTER PLAZA - BUILDING 'ADRY CANOPY TUKWILA, WASHINGTON Sheet 33 of Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 63.0 PT 51.90 8 BL1 79.7=11.06(51.90)^.5 F 10.0 PE 0.00 8 79.7 2.07- 2E T 73.0 0.06175 PF 4.51 7.62 PT 56.41 9 Top of Riser • Riser C = 120 A 40.0 PT 56.41 9 Top of Riser F 0.0 PE 10.39 (EL= 24.00 ft) 9 79.7 2.64 T 40.0 0.01893 PF 0.76 4.69 PT 67.56 10 F & S Under ground C = 140 A 160.0 PT 67.56 10 F & S 150.0 gpm = Hose F 44.1 PE 0.00 10 229.7 7.98 1T 2E T 204.1 0.00046 PF 0.09 1.47 A 0.0 PT 67.65 11 F 0.0 PE 0.00 11 229.7 7.98 T 0.0 0.00000 PF 5.00 1.47 1BKF = 5.00# PT 72.65 12 Supply Jct Hose = 350.0 gpm at Hyd Ref Pt. 12 for a total flow of 579.7 gpm... Available flow at 72.65 psi is 2722.8 gpm which is 2143.1 gpm from curve. Supply pressure available with 579.7 gpm flowing is 140.86 psi, thus system requirement is 68.21 psi below supply curve. (48.47.) Ar Fc i)goTtabo HYDRAULIC SUMMARY SHEET JOB. NO. SHEET NO 1 OF ✓� CUSTOMER'S P.O. N0. DRAWING NO CUSTOMER'S NAMEADV 111 C 1T t _�T-' ADDRESS — 11.)A LL/a At DESCRIPTION OF HAZARD N1 4,4TIL.0 - Wnsa . 'iia t-0_ AUTHORITY HAVING JURISDICTION CiAtxt f4UTVkt / 611-1 of 11.N-L01LA CALCULATIONS BY G, v.11G,4c DATE -z 1 9 AREA TO BE CALCULATED SYSTEM REQUIREMENTS 2.600 Sf REQUIRED DENSITY PER. SQ. FT .V5 ALLOWANCE FOR INSIDE HOSE STATIONS lS -7 „j 1Z5-014,.. ALLOWANCE FOR OUTSIDE FIRE HYDRANTS ISO TOTAL WATER REQUIRED: j'L19,3 REMARKS* Pruc (04) G.P.M. AT 110 9"12 GPM GPM • PSI RA4t1 - 61-1 # 2 (1A-.2 - ink* Ito DPI CANON - va VS STATIC PRESSURE IN P S I WATER SUPPLY INFORMATION RESIDUAL PRESSURE: G.P.M. FLOWING ELEVATION PUMP DATA: TANK DATA: 3330 t 13ron„Ati to Feo W • S. R. Ps AT 4o P S I LOCATION RATED CAPACITY: G.P.M. AT P S I ELEVATION LOCATION CAPACITY GAL. ELEVATION LOCATION REMARKS' ABBREVIATIONS o - FLOW INCREMENT AT SPECIFIC LOCATION Q - FLOW AT A SPECIFIC LOCATION G.P.M. - GALLONS PER MINUTE P.S.I. - POUND PER SQUARE INCH PT - TOTAL PRESSURE IN P.S.I. PF - PRESSURE LOSS DUE TO FRICTION PE - PRESSURE CHANGE DUE TO ELEVATION EE - 450 ELBOW E - 900 ELBOW L.T.E. - LONG TURN ELBOW 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 HYDRAULIC CALCULATIONS Date 07/25/89 Job_ _ SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Authority having Jurisdiction_ Factory Mutual Occupancy ORDINARY Density 0.15 gpm/sq.ft. Area of Application 2500 sq.ft. Coverage per Sprinkler _ _ _ _ 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_ _ _ _ 104.63 psi @ 719.3 gpm @ F & S 110.72 psi @ 1219.3 gpm @ Supply 128.63 psi available @ 1219.3 gpm Demand is below curve by 17.91 psi Sprinklers _ _ 1/2" . Sheet 3 of SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON *: Static = 145.00 psi Residual = 40.00 psi at a flow of 3330.0 gpm F: Demand at F&S = 104.63 psi with 719.3 gpm flowing. D: System demand = 110.72 psi with 1219.3 gpm flowing. *: Pressure available = 128.63 psi when 1219.3 gpm is flowing. Demand is below curve by 17.91 psi. (13.97.) PSI Multiply pressure scale by 15 10++--+---+ + + + D 7+ F 2+ N1.85 Graph i 1+ 0++--+---+ + + + + + + 1 2 3 4 5 6 7 8 9 GPM Multiply flow scale by 400 Sheet t'- of Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow LTE Long turn ninety degree elbow ALV Alarm valve BKF Backflow preventor GV Gate valve 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 'A' TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 ------ A 4.0 PT 7.18 1 15.0=5.60(7.18)^.5 F 5.0 PE -1.73 (EL= -4.00 ft) 1 15.0 1.05 1T T 9.0 0.07648 PF 0.69 5.57 PT 6.14 5 • 01 Jct Drop 2 K -factor for drop 1 = 15.0/(6.14)^.5 = 6.06 at Hyd Ref Pts 5 7 9 11 13 15 19 21 23 25 27 29 33 35 37 39 41 43 47 49 51 53 55 57 61 63 65 67 69 71 A 4.8 PT 7.00 2 C = 120 29.6=11.20(7.00)^.5 F 5.0 PE -1.73 (EL= -4.00 ft) 2 29.6 1.05 1T T 9.0 0.26931 PF 2.42 11.00 PT 7.69 6 Bl Jct K -factor for drop 2 = 29.8/(7.69)^.5 = 10.67 at Hyd Ref Pts 6 8 10 12 14 20 22 24 26 28 34 36 38 40 42 48 50 52 54 56 62 64 66 68 70 . Sprinkler Systems Hydraulic Flow Calculations .SQUTHCENTER PLAZA - BUILDING ^A' TUKWILA, WASHINGTON Sheet ( 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. Remote area number 1 includes nodes: � 5-11 19-25 33-39 47-53 61-62 Remote area number 2 includes nodes: 6-12 20-26 34-40 48-54 62-63 Remote area number 3 includes nodes: 7-12 21-27 35-41 49-55 63-64 Remote area number 4 includes nodes: 8-14 22-28 36-42 50-56 62-65 Remote area number 5 includes nodes: 9-15 23-29 37-43 51-57 65-66 Sheet 71. of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation (psi) K -Value Source . (ft) Comments Node (gpm) 4 - 12.02 5 17.8 8.67 K= 6.06 DR1 6 30.0 7.88 K=10.67 DR2 7 16.8 7.71 K= 6.06 DR1 8 29.6 7.69 K=10.67 DR2 9 17.0 7.87 K= 6.06 DR1 10 30.8 8.35 K=10.67 DR2 11 18.9 9.71 K= 6.06 DR1 12 - 11.83 13 - 13.94 14 - 16.06 15 - 18.17 16 - 93.32 18 - 12.05 19 18.0 8.85 K= 6.06 DR1 20 30.4 8.11 K=10.67 DR2 21 17.1 7.97 K=-6.06 DR1 22 30.1 7.97 K=10.67 DR2 23 17.3 8.19 K= 6.06 DR1 24 31.6 8.75 K=10.67 DR2 25 19.4 10.28 K= 6.06 DR1 26 - 12.60 27 - 14.93 28 - 17.26 29 - 19.59 30 - 93.34 32 = ' 12.24 33 18.1 B.97 K= 6.06 DR1 34 30.6 8.21 K=10.67 DR2 35 17.2 8.06 K= 6.06 DR1 36 30.3 8.06 K=10.67 DR2 37 17.4 8.27 K= 6.06 DR1 38 31.7 8.83 K=10.67 DR2 39 19.5 10.35 K= 6.06 DR1 40 - 12.68 41 - 15.01 42 -. 17.34 43 19.66 44 - 93.42 46 - 12.65 47 18.4 9.21 K= 6.06 DR1 48 31.0 8.41 K=10.67 DR2 49 17.4 8.25 K= 6.06 DR1 50 30.6 8.24 K=10.67 DR2 51 17.6 8.45 K= 6.06 DR1 52 32.0 8.99 K=10.67 DR2 53 19.6 10.51 K= 6.06 DR1 54 - 12.84 55 15.17 4„ p1r* d$► 131.6%4VOIC 16.00 16.00 16.00 16.00 16.00 Split: 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 Split: Line 2. 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00•- 16.00 16.00 16.00 16.00 16.00 Split: Line 3 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 Split:.dine 4 16.00 16.00 16.00 16.00 -i f. i e) Sheet o . of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKW I LA , WASHINGTON Grid Node Detail Remote Area #1 Discharge Pressure Outlet Elevation Node (gpm) (psi) K -Value Source (ft) Comments 56 - 17.50 16.00 57 - 19.83 16:00 58 - 93.61 16.00 60 - 13.34 16.00 61 22.5 13.81 K= 6.06 DR1 16.00 62 40.6 14.44 K=10.67 DR2 16.00 63 - 16.44 16.00 64 - 18.45 16.00 65 - 20.45 16.00 66 - 22.45 16.00 67 - 24.46 16.00 68 - 26.46 26.00 69 - 28.46 16.00 70 - 30.46 16.00 71 - 32.47 16.00 72 - 93.93 16.00 73 - 14.20 16.00 74 - 13.92 16.00 75 - 94.40 16.00 76 (719.3) 96.58 Feed Jct 16.00 77 - 96.35 16.00 79 - 96.33 16.00 80 14.25 16.00 • Sheet Ct. of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len • Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 3 3.26 6.0. 6.0 0.00 -70.8 0.0054 0.03 2.7 18 4 12.05 12.02 I 4 1.68 5.0 24.8 0.00 -70.8 0.1353 3.35 10.2 4 5 12.02 8.67 Fit= 19.8 2T 5 1.68 10.0 10.0 0.00 -52.9 0.0791 0.79 7.6 5 6 8.67 7.88 6 1.68 10.0 10.0 0.00 -23.0 0.0169 0.17 3.3 6 7 7.88 7.71 7 1.68 10.0 10.0 0.00 -6.2 0.0015 0.01 0.9 7 8 7.71 7.69 8 1.68 10.0 10.0 0.00 23.4 0.0175 0.17 3.4 8 9 7.69 7.87 9 1.68 10.0 10.0 0.00 40.4 0.0479 0.48 5.8 9 10 7.87 8.35 10 1.68 10.0 10.0 0.00 71.2 0.1369 1.37 10.3 10 11 8.35 9.71 11 1.68 10.0 10.0 0.00 90.1 0.2114 2.11 13.0 11 12 9.71 11.83 12 1.68 10.0 10.0 0.00 90.1 0.2114 2.11 13.0 12 13 11.83 13.94 13 1.68 10.0 10.0 0.00 90.1 0.2114 2.11 13.0 13 14 13.94 16.06 14 1.68 10.0 10.0 0.00 90.1 0.2114 2.11 13.0 14 15 16.06 18.17 15 1.68 306.0 355.5 0.00 90.1 0.2114 75.15 13.0 15 16 18.17 93.32 Fit= r 49.•5 2T 6E 16 4.26 6.0 6.0 0.00 90.1 0.0023 0.01 2.0 16 30 93.32 93.34 17 3.26 10.0 10.0 0.00 -139.8 0.0190 0.19 5.4 32 18 12.24 12.05 18 1.68 5.0 24.8 0.00 -69.0 0.1292 3.20 10.0 18 19 12.05 8.85 Fit= 19.8 2T 19 1.68 10.0 10.0 0.00 -51.0 0.0738 0.74 7.4 19 20 8.85 8.11 20 1.68 10.0 10.0 0.00 -20.6 0.0138 0„14 3.0 20 21 8.11 7.97 21 1.68 10.0 10.0 0.00 -3.5 0.0005 0.01 0.5 21 22 7.97 7.97 22 1.68 10.0 10.0 0.00 26.6 0.0221 0.22 3.8 22 23 7.97 8.19 23 1.68 10.0 10.0 0.00 43.9 0.0560 0.56 6.3 23 24 8.19 8.75 24 1.68 10.0 10.0 0.00 75.5 0.1525 1.52 10.9 24 25 8.75 10.28 25 1.68 10.0 10.0 0.00 94.9 0.2328 2.3313.7 25 26 10.28 12.60 26 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 26 27 12.60 14.93 Sheet O. Of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' 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 Vo. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi). (Psi) 27 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 27 28 14.93 17.26 28 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 28 29 17.26 19.59 29 1.68 297.0 316.8 0.00 94.9 0.2328 73.75 13.7 29 30 19.59 93.34 Fit= 19.8 2T 30 4.26 - 10.0 10.0 0.00 185.0 0.0087 0.09 4.2 30 44 93.34 93.42 31 3.26 10.0 10.0 0.00 -209.7 0.0402 0.40 8.1 46 32 12.65 12.24 32 1.68 5.0 24.8 0.00 -69.9 0.1321 3.28 10.1 32 33 12.24 8.97 Fit= 19.8 2T 33 1.68 10.0 10.0 0.00 -51.7 0.0758 0.76 7.5 33 34 8.97 8.21 34 1.68. 10.0 10.0 0.00 -21.2 0.0145 0.15 3.1 34 35 8.21 8.06 35 1.68 10.0 10.0 0.00 -4.0 0.0007 0.01 0.6 35 36 8.06 8.06 36 1.68 10.0 10.0 0.00 26.3 0.0217 0.22 3.8 36 37 8.06 8.27 37 1.68 10.0 10.0 0.00 43.7 0.0555 0.56 6.3 37 38 8.27 8.83 38 1.68 10.0 10.0 0.00 75.5 0.1522 1.52 10.9 38 39 8.83 10.35 39 1.68r 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 39 40 .. 10.35 12.68 40 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 40 41 12.68 15.01 41 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 41 42 15.01 17.34 42 1.68 10.0 10.0 0.00 94.9 0.2328 2.33 13.7 42 43 17.34 19.66 43 1.68 297.0 316.8 0.00 94.9 0.2328 73.76 13.7 43 44 19.66 93.42 Fit= .19.8 2T 44 4.26 10.0 10.0 0.00 280.0 0.0186 0.19 6.3 44 58 93.42 ' 93.61 45 3.26 10.0 10.0 0.00 -281.4 0.0693 0.69 10.8 60 46 13.34 12.65 46 1.68 5.0 24.8 0.00 -71.7 0.13'85 3.43 10.3 46 47 12.65 9.21 Fit= 19.8 2T 47. 1.68 10.0 10.0 . 0.00 -53.3 0.0800 0.80 7.7 47 48 9.21 .8.41 48 1.68 10.0 . 10.0 0.00 -22.3 0.0160 0.16 3.2 48 49 8.41 8.25 49 1.68 10.0 10.0 0.00 -4.9 0.0010 0.01 0.7 49 50 8.25 8.24 50 1.68 10.0 10.0 0.00 25.7 0.0208 0.21 3.7 50 51 8.24 8.45 Sheet 11 Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #1 Actual Total Elev Fric Fric Press Press Pipe Diam Len . Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 51 1.68 10.0 10.0 0.00 43.3 0.0545 0.54 6.3 51 52 8.45 8.99 52 1.68 10.0 10.0 0.00 75.3 0.1517 1.52 10.9 52 53 8.99 10.51 53 1.68 10.0 10.0 0.00 95.0 0.2329 2.33 13.7 53 54 10.51 12.84 54 1.68 10.0 10.0 0.00 95.0 0.2329 2.33 13.7 54 55 12.84 15.17 55 1.68 10.0 10.0 0.00 95.0 0.2329 2.33 13.7 55 56 15.17 17.50 56 1.68 10.0 10.0 0.00 95.0 0.2329 2.33 13.7 56 57 17.50 19.83 57 1.68 297.0 316.8 0.00 95.0 0.2329 73.78 13.7 57 58 19.83 93.61 Fit= 19.8 2T 58 4.26 10.0 10.0 0.00 374.9 0.0320 0.32 8.4 58 72 93.61 93.93 59 3.26 10.0 10.0 0.00 -256.9 0.0585 0.59 9.9 74 60 13.92 13.34 60 1.68 5.0 24.8 0.00 24.5 0.0189 0.47 3.5 60 61 13.34 13.81 Fit= 19.8 2T 61 1.68 10.0 10.0 0.00 47.0 0.0633 0.63 6.8 61 62 13.81 14.44 62 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 62 63 14.44 16.44 63 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 63 64 16.44 18.45 64 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 64 65 18.45 20.45 65 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 65 66 20.45 22.45 66 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 66 67 22.45 24.46 67 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 67 68 24.46 26.46 68 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 68 69 26.46 • 28.46 69 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 69 70 28.46 30.46 70 1.68 10.0 10.0 0.00 87.5 0.2003 2.00 12.6 70 71 30.46 32.47 71 1.6B 297.0 306.9 0.00 87.5 0.2003 61.46 12.6 71 72 32.47 93.93 Fit= 9.9 1T 72 4.26 10.0 10.0 0.00 462.4 0.0472 0.47 10.4 72 75 93.93 94.40 73 3.26 10.0 10.0 0.00 -171.9 0.0278 0.28 6.6 73 74 14.20 13.92 74 1.68 404.0 423.8 0.00 85.0 0.1899 80.48 12.3 74 75 13.92 94.40 Fit= 19.8 2T Diam go. (inch) 75 4.26 Fit= 76 4.26 Fit= 77 1.68 Fit= 78 4.26 79 1.68 Fit= 80 3.26 Sheet of. Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Actual Total Len Len (Ft) (Ft) Elev Head (Ft) Remote Area #1 Fric Fric Flow Loss Loss Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) ,Press @ End (Psi) 7.5 33.8 26.3 1T 5.0 31.3 26.3 1T 404.0 423.8 19.8 2T 6.0 6.0 404.0 423.8 19.8 2T 6.0 6.0 0.00 547.4 0.0645 2.18 12.3 75 76 94.40 0.00 -171.9 0.0076 0.24 3.9 76 77 96.58 0.00 -86.0 0.1938 82.14 12.4 77 73 96.35 0.00 -85.9 0.0021 0.01 1.9 77 79 96.35 0.00 -85.9 0.1937 82.08 12.4 79 80 96.33 0.00 -85.9 0.0077 0.05 3.3 BO 73 14.25 4 96.58 96.35 14.20 96.33 14.25 14.20 Sheet Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) 'and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Perimeter Clockwise C = 120 = --- A 10.0 PT 7.69 8 Remote Split F 0.0 PE 0.00 4 8 23.4 1.68 T 10.0 0.01747 PF 0.17 3.38 A 10.0 PT 7.87 9 •DR1 17.0=6.06(7.87)'.5 F 0.0 PE 0.00 9 40.4 1.68 T 10.0 0.04792 PF 0.48 5.83 A 10.0 PT 8.35 10 DR2 30.8=10.67(8.35).5 F 0.0 PE 0.00 10 71.2 1.68 T 10.0 0.13685 PF 1.37 10.28 A 10.0 PT 9.71 11 DR1 18.9=6.06(9.71)^.5 F 0.0 PE 0.00 11 90.1 1.68 T 10.0 0.21140 PF 2.11 13.01 A 10.0 PT 11.83 12 F 0.0 PE 0.00 12 90.1 1.68 T 10.0 0.21140 PF 2.11 13.01 A 10.0 PT 13.94 13 F 0.0 PE 0.00 13 90.1 1.68 T 10.0 0.21140 PF 2.11 13.01 A 10.0 PT 16.06 14 F 0.0 PE -0.00 14 90.1 1.68 T 10.0 0.21140 PF 2.11 13.01 A 306.0 PT 18.17 15 F 49.5 PE 0.00 15 90.1 1.68 2T 6E T 355.5 0.21140 PF 7515 13.01 A 6.0 PT 93.32 16 Line 1 . • , F 0.0 PE 0.00 16 90.1 4.26 T 6.0 0.00229 PF 0.01 2.03 A 10.0 PT 93.34 30 Line 2 94.9 = Pipe No.29 F 0.0 PE 0.00 30 185.0 4.26 T 10.0 0.00867 PF 0.09 4.16 A 10.0 PT 93.42 44 Line 3 94.9 = Pipe No.43 F 0.0 PE 0.00 44 280.0 ' 4.26 T 10.0 0.01864 PF 0.19 6.30 A 10.0 PT 93.61 58 .. Line 4 94.9 = Pipe No.57 'F 0.0 PE 0.00 58 374.9 4.26 T 10.0 0.03200 PF 0.32 8.44 A 10.0 PT 93.93 72 Line 5 87.5 = Pipe No.71 F 0.0 PE 0.00 72 462.4 4.26 T 10.0 0.04717 PF 0.47 10.41 A 7.5 PT 94.40 75 85.0 = Pipe No.74 F 26.3 PE 0.00 75 547.4 .4.26 1T T 33.8 0.06446 PF 2.18 12.32 PT 96.58 76 _:,i7Etulk Jct Sheet Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Pipe Flow Dia Fitting No (gpm) (inch) 'and Dev Perimeter Counter -Clockwise Remote Area #1 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 10.0 F 0.0 7 6.2 1.68 T 10.0 A 10.0 16.8=6.06(7.71)^.5 F 0.0 6 23.0 1.68 T 10.0 A 10.0 30.0=10.67(7.88)^.5 F 0.0 5 53.0 1.68 T 10.0 A 5.0 17.8=6.06(8.67)^.5 F 19.8 4 70.8 1.68 2T T 24.8 A 6.0 F 0.0 3 70.8 3.26 T 6.0 A 10.0 69.0 = Pipe No.18 F 0.0 17 139.8 3.26 T 10.0 A 10.0 69.9 = Pipe No.32 F 0.0 31 209.7 3.26 T 10.0 A 10.0 71.7 = Pipe No.46 .F 0.0 45 281.4 3.26 T 10.0 A 10.0 -24:5 Pipe No.60 F 0.0 59 256.9 3.26 T 10.0 A 10.0 -85.0 = Pipe No.74 F 0.0 73 171.9 3.26 T 10.0 A 6.0 -86.0 = Pipe No.77 F 0.0 BO 85.9 3.26 T 6.0 A 404.0 F 19.8 79 85.9 1.68 2T.T 423.8 A 6.0 F 0.0 78 85.9 4.26 T 6.0 A 5.0 86.0 = Pipe No.77 F' 26.3 76 171.9 4.26 IT T 31.3 PT PE 0.00149 PF PT PE 0.01691 PF PT PE 0.07909 PF PT PE 0.13528 PF PT PE 0.00539 PF PT PE PF PT PE 0.04020 PF PT PE 0.06926 PF PT PE 0.05854 PF PT PE 0.02783 PF PT PE 0.00772 PF PT PE 0.19369 PF PT PE 0.0010 PF PT PE 0.00756 PF PT 0.01899 7.69 8 0.00 0.01 0.89 7.71 7 0.00 0.17 3.32 7.88 6 0.00 0.79 7.65 8.67 5 0.00 3.35 10.22 12.02 4 0.00 0.03 2.72 12.05 18 0.00 0.19 5.37 12.24 32 0.00 0.40 8.06 12.65 46 0.00 0.69 10.82 13.34 60 0.00 0.59 9.88 13.92 74 0.00 0.28 6.61 14.20 73 0.00 0.05 3.30 14.25 80 0.00 82.08 12.41 96.33 79 0.00 0.01 1.93 96.35 77 0.00 0.24 96.58 7 3.87 Notes C = 120 Remote Split DR1 DR2 DR1 Line 1 Line 2 Line 3 Line 4 Line 5 Hulk Jct Sheet Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Remote Area #1 Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Bulk C = 120 ==== A 10.0 PT 96.58 76 Grid Jct 719.3=73.19(96.58)^.5 F 22.6 PE 0.00 81 719.3 6.36 2LTE T 32.6 0.01521 PF 0.50 7.27 PT 97.08 82 Top of Riser Riser C = 120 A 18.0 PT 97.08 82 Top of Riser F 22.6 PE 6.93 (EL= 16.00 ft) 82 719.3 6.36 1ALV 1GV T 40.6 0.01521 PF 0.62 7.27 PT 104.62 83 •F & S Under ground C = 140 A 160.0 PT 104.63 83 F & S 150.0 gpm = Hose F 44.1 PE 0.00 83 869.3 7.98 1T T 204.1 0.00536 PF 1.09 5.58 A 0.0 PT 105.72 84 F 0.0 PE 0.00 84 869.3 7.98 T 0.0 0.00000 PF 5.00 5.58 1BKF = 5.00# PT 110.72 85 Supply Jct Hose = 350.0 gpm at HydRef Pt. 85 for a total flow of 1219.3 gpm. Available flow at 110.72 psi is 1818.3 gpm which is 599.0 gpm from curve. Supply pressure available with 1219.3 gpm flowing Is 128.63 psi, thus system requirement is 17.91 psi below supply curve. (13.97.) HYDRAULIC CALCULATIONS Date 07/25/89 Job_ _ SDUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Authority having Jurisdiction_ Factory Mutual Occupancy Density Area of Application Coverage per Sprinkler _ System type_ _ Wet Hose 150.0 gpm ORDINARY 0.15 gpm/sq.ft. 2500 sq.ft. 100 Inside Hose, 350.0 gpm Outside Hose Water Supply _ 145.00 psi Static, 40.00 psi Residual @ 3330.0 gpm Demand 104.55 psi @ 722.7 gpm @ F & S 110.66 psi @ 1222.7 gpm @ Supply 128.55 psi available @ 1222.7 gpm Demand is below curve by 17.89 psi Sprinklers _ _ 1/2" Sheet 11 Of. Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 A 4.0 PT 7.18 1 15.0=5.60(7.18)".5 F 5.0 PE -1.73 (EL= -4.00 ft) 1 15.0 1.05 1T T • 9.0 0.07648 PF 0.69 5.57 PT 6.14 5 4 Bl Jct K -factor for drop 1 = 15.0/(6.14)^.5 = 6.06 at Hyd Ref Pts 5 6 8 10 12 14 19 20 22 24 26. 28 33 34 36 38 40 42 47 48 50 52 54 56 61 62 64 66 68 70 Drop 2 C= 120 A 4.0 PT 7.00 2 29.6=11.20(7.00)^.5 F 5.0 PE -1.73 (EL= -4.00 ft) 2 29.6 1.05 1T T 9.0 0.26931 PF 2.42 11.00 PT 7.69 7 Bl Jct K -factor for drop 2 = 29.6/(7.69)'.5 = 10.67 at Hyd Ref Pts 7 9 11 13 15 21 23 25 27 29 35 37 39 41 43 49 51 53 55 57 63 65 67 69 71 Sheet 13. of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' 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. Remote area number 1 includes nodes: • 5-11 19-25 33-39 47-53 61-62 Remote area number 2 includes nodes: 6-12 20-26 34-40 48-54 62-63 Remote area number 3 includes nodes: 7-12 21-27 35-41 49-55 63-64 Remote area number 4 includes nodes: 8-14 22-28 36-42 50-56 62-65 Remote area number 5 includes nodes: 9-15 23-29 37-43 51-57 65-66 Sheet 1l. Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Node Detail Remote Area #2 Discharge Pressure Outlet Elevation (psi) K -Value Source (ft) Comments Node (gpm) 4 - 13.20 16.00 5 - 9.94 16.00 6 17.8 8.62 K= 6.06 DR1 16.00 i 7 29.9 7.86 K=10.67 DR2 16.00 8 16.8 7.70 K= 6.06 DR1 16.00 9 29.6 7.69 K=10.67 DR2 16.00 Split: 1 10 17.0 7.88 K= 6.06 DR1 16.00 11 30.9 8.38 K=10.67 DR2 16.00 12 18.9 9.79 K= 6.06 DR1 16.00 13 - 11.95 16.00 14 - 14.11 16.00 15 - 16.28 16.00 16 - 93.18 16.00 18 - 13.23 16.00 19 - 10.11 16.00 20 18.0 8.84 K= 6.06 DR1 16.00 21 30.4 8.13 K=10.67 DR2 16.00 22 17.1 8.00 K= 6.06 DR1 /6.00 23 30.2 8.00 K=10.67 DR2 16.00 Split: Line 2 24 17.4 8.24 K= 6.06 DR1 16.00 25 31.7 8.82 K=10.67 DR2 16.00 26 19.5 10.39 K= 6.06 DR1 16.00 27 - 12.78 16.00 28 - 15.17 16.00 29 - 17.56 16.00 30 - 93.19 .. 16.00 32 - ' 13.42 16.00 33 10.23 16.00 34 18.1 8.94 K= 6.06 DR1 16.00 35 30.6 8.21 K=10.67 DR2 16.00 36 17.2 8.08 K= 6.06 DR1 16.00 37 30.3 8.08 K=10.67 DR2 16.00 Split: Line 3 38 17.5 8.31 K= 6.06 DR1 16.00 39 31.8 8.89 K=10.67 DR2 16.00 40 19.6. 10.46 K= 6.06 DR1 16.00 41 - 12.85 16.00 42 - 15.24 16.00 43 17.62 16.00 44 - 93.28 16.00 46 - 13.81 16.00 47 - 10.49 16.00 48 18.3 9.15 K= 6.06 DR1 16.00 49 30.9 .8.39 K=10.67 DR2 16.00 50 17.4 '8.24 K=,6.06 DR1 --16.00 . 51 30.6 8.23 K=10.67 DR2 016.00 Splits Line'4 52 17.6 8.46 K= 6.06 DR1 16.00 53 32.1 9.03 K=10.67 DR2 16.00 54 19.7 10.60 K= 6.06 DR1 16.00 �,c; 12.99 t z, r i ., Sheet ?A of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Node Detail Remote Area #2 Discharge Pressure Outlet Elevation lode (gpm) (psi) K -Value Source (ft) Comments 56 - 15.38 57 - 17.77 58 - 93.47 60 - 14.48 61 - 14.88 62 23.5 15.03 K= 6.06 DR1 63 42.2 15.64 K=10.67 DR2 64 - 17.66 65 - 19.68 66 - 21.70 67 - 23.72 68 - 25.74 69 - 27.76 70 - 29.78 71 - 31.80 72 - 93.80 73 - 15.33 74 - 15.06 75 - 94.29 76 (722.7) 96.50 Feed Jct 77 - 96.27 79 - 96.26 80 - 15.38 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 4 Sheet ?,A Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area 412 Actual Total Elev Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No'. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 3 3.26 6.0 6.0 0.00 -69.7 0.0052 0.03 2.7 18 4 13.23 13.20 1 4 1.68 5.0 24.8 0.00 -69.7 0.1316 3.26 10.1 4 5 13.20 9.94 Fit= 19.8 2T 5 1.68 10.0 10.0 0.00 -69.7 0.1316 1.32 10.1 5 6 9.94 8.62 6 1.68 10.0 10.0 0.00 -51.9 0.0763 0.76 7.5 6 7 8.62 7.86 7 1.68 10.0 10.0 0.00 -22.0 0.0156 0.16 3.2 7 8 7.86 7.70 8 1.68 10.0 10.0 0.00 -5.2 0.0011 0.01 0.8 8 9 7.70 7.69 9 1.68 10.0 10.0 0.00 24.4 0.0188 0.19 3.5 9 10 7.69 7.88 10 1.68 10.0 10.0 0.00 41.4 0.0501 0.50 6.0 10 11 7.88 8.38 11 1.68 10.0 10.0 0.00 72.3 0.1406 1.41 10.4 11 12 8.38 9.79 12 1.68 10.0 10.0 0.00 91.2 0.2163 2.16 13.2 12 13 9.79 11.95 13 1.68 10.0 10.0 0.00 91.2 0.2163 2.16 13.2 13 14 11.95 14.11 14 1.68 10.0 10.0 0.00 91.2 0.2163 2.16 13.2 14 15 14.11 16.28 15 1.68 r 306.0 355.5 0.00 91.2 0.2163 76./0 13.2 15 16 . 16.28 93.18 Fit= 4/.5 2T 6E 16 4.26 6.0 6.0 0.00 91.2 0.0023 0.01 2.1 16 30 93.18 93.20 17 3.26 10.0 10.0 0.00 -137.8 0.0185 0.19 5.3 32 18 13.42 13.23 18 1.68 5.0 . 24.8 0.00 -68.1 0.1261 3.13 9.8 18 19 13.23 10.11 Fit= 19.8 2T 19 1.68 10.0 10.0 0.00 -68.1 0.1261 1.26 9.8 19 20 10.11 8.84 20 1.68 10.0 10.0 0.00 -50.1 0.0715 0.71 7.2 20 21 8.84 8.13 21 1.68 10.0 10.0 0.00 -19.7 0.0127 0.13 2.8 21 22 8.13 8.00 22 1.68 10.0 10.0 0.00 -2.6 0.0b03 0.00 0.4. 22 23 8.00 8.00 23 1.68 10.0 10.0 0.00 27.6 0.0237 0.24 4.0 23 24 8.00 8.24 24 1.68 10.0 10.0 0.00 45.0 0.0585 0.59 .6.5 24 25 8.24..= 8.82 25 1.68 10.0 10.0 0.00 76.7 0.1570 1.57 11.1 25 26 8.82 10.39 26 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 26 27 10.39 12.78 Sheet 104. of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #2 Actual Total Eley Fric Fric Press Press Pipe Diam Len • Len Head Flow Loss Loss Vel Nodes .@ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi) (Psi) 27 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 27 28 12.78. 15.17 4 28 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 28 29 15.17 17.56 29 1.68 297.0 316.8 0.00 96.2 0.2388 75.64 13.9 29 30 17.56 93.20 Fit= 19.8 2T 30 4.26 10.0 10.0 0.00 187.5 0.0089 0.09 4.2 30 44 93.20 93.28 31 3.26 10.0 10.0 0.00 -206.7 0.0391 0.39 7.9 46 32 13.81 13.42 32 1.68 5.0 24.8 0.00 -68.8 0.1286 3.19 9.9 32 33 13.42 10.23 Fit= 19.8 2T 33 1.68 10.0 10.0 0.00 -68.8 0.1286 1.29 9.9 33 34 10.23 8.94 34 1.68 10.0 10.0 0.00 -50.7 0.0731 0.73 7.3 34 35 8.94 8.21 35 1.68 10.0 10.0 0.00 -20.2 0.0133 0.13 2.9 35 36 8.21 8.08 36 1.68 10.0 10.0 0.00 -2.9 0.0004 0.00 0.4 36 37 8.08 8.08 37 1.68 10.0 10.0 0.00 27.4 0.0233 0.23 4.0 37 38 8.08 8.31 38 1.68 10.0 10.0 0.00 44.8 0.0581 0.58 6.5 38 39 8.31 8.89 39 1.68 10.0 10.0 0.00 76.7 0.1568 1.57 11.1 39 40,, 8.89 10.46 40 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 40 41 10.46 12.85 41 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 41 42 12.85 15.24 42 1.68 10.0 10.0 0.00 96.2 0.2388 2.39 13.9 42 43 15.24 17.62 43 1.68 297.0 316.8 0.00 96.2 0.2388 75.66 13.9 43 44 17.62 93.28 Fit= 19.8 2T 44 4.26 10.0 10.0 0.00 283.7 0.0191 0.19 6.4 44 58 93.28 • 93.47 45 3.26 10.0 10.0 0.00 -277.1 0.0673 0.67 10.7 60 46 14.48 13.81 46 1.68 5.0 24.8 0.00 -70.4 0.1338 3.32 10.2 46 47 13.81 10.49 Fit= 19.8 2T 47 1.68 10.0 10.0 0.00 -70.4 0.1338 1.34 10.2 47 48 10.49 9.15 48 1.68 10.0 10.0 0.00 -52.0 0.0766 0.77 .7.5 48 49 9.15 8.39 49 1.68 10.0 10.0 0.00 -21.1 0.0145 0.14 3.1 49 50 8.39 8.24 50 1.68 10.0 10.0 0.00 -3.7 0.0006 0.01 0.5 50 51 8.24 8.24 Sheet 2?j of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Remote Area #2 Actual Total Eley Fric Fric Press Press Pipe Diam Len Len Head Flow Loss Loss Vel Nodes @ Beg @ End No. (inch) (Ft) (Ft) (Ft) (Gpm)(Psi/Ft)(Psi)(Fps) Beg End (Psi, (Psi) 51 1.68 10.0 10.0 0.00 26.9 0.0225 0.23 3.9 51 52 8.24 8.46 1 52 1.68 10.0 10.0 0.00 44.5 0.0573 0.57 6.4 52 53 8.46 9.03 53 1.68 10.0 10.0 0.00 76.6 0.1564 1.56 11.1 53 54 9.03 10.60 54 1.68 10.0 10.0 0.00 96.3 0.2390 2.39 13.9 54 55 10.60 12.99 55 1.68 10.0 10.0 0.00 96.3 0.2390 2.39 13.9 55 56 12.99 15.38 56 1.68 10.0 10.0 0.00 96.3 0.2390 2.39 13.9 56 57 15.38 17.77 57 1.68 297.0 316.8 0.00 96.3 0.2390 75.71 13.9 57 58 17.77 93.47 Fit= 19.8 2T 58 4.26 10.0 10.0 0.00 380.0 0.0328 0.33 8.6 58 72 93.47 93.80 59 3.26 10.0 10.0 0.00 -254.8 0.0577 0.58 9.8 74 60 15.06 14.48 60 1.68 5.0 24.8 0.00 22.3 0.0159 0.39 3.2 60 61 14.48 14.88 Fit= 19.8 2T 61 1.68 10.0 10.0 0.00 22.3 0.0159 0.16 3.2 61 62 14.88 15.03 62 1.68 10.0 10.0 0.00 45.7 0.0603 0.60 6.6 62 63 15.03 15.64 63 1.68 10.0 10.0 0.00 87.9 0.2020 2.0'2 12.7 63 64 15.64 17.66 64 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 64 65 17.66 19.68 65 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 65 66 19.68 21.70 66 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 66 67 21.70 23.72 67 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 67 68 23.72 25.74 68 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 68 69 25.74 ' 27.76 69 1.68 10.0 10.0 0.00 87.9 0.2020 2.02 12.7 69 70 27.76 29.78 70 1.68 10.0 10.0 0.00 87.9 0.2d20 2.02 12.7 70 71 29.78 31.80 71 1.68 297.0 306.9 0.00 87.9 0.2020 62.00 12.7 71 72 31.80 93.80 Fit= 9.9 1T 72 4.26 10.0 10.0 0.00 467.9 0.0482 0.48 10.5 72 75 93.80 94.29 73 3.26 10.0 10.0 0.00 -170.5 0.0274 0.27 6.6 73 74 15.33 15.06 74 1.68 404.0 423.8 0.00 84.3 0.1869 79.23 12.2 74 75 15.06 94.29 Fit= 19.8 2T Pipe Diam No. (inch) Sheet '24(.. of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Grid Pipe Detail Actual Total Len • Len (Ft) (Ft) Eley Head (Ft) Remote Area #2 Fric Fric Flow Loss Loss Vel Nodes (Gpm)(Psi/Ft)(Psi)(Fps) Beg End Press @ Beg (Psi) Press @ End (Psi) 75 4.26 Fit= 76 4.26 Fit= 77 1.68 Fit= 78 4.26 . 79 1.68 Fit= 80 3.26 7.5 26.3 5.0 26.3 404.0 19.8 6.0 33.8 0.00 552.2 0.0655 2.22 12.4 75 76 94.29 96.50 1T • 31.3 0.00 -170.5 0.0075 0.23 3.8 76 77 96.50 96.27 1T 423.8 0.00 -85.3 0.1910 80.94 12.3 77 73 96.27 15.33 2T 6.0 0.00 -85.2 0.0021 0.01 1.9 77 79 96.27 96.26 404.0 423.8 0.00 -85.2 0.1908 80.88 12.3 79 80 96.26 15.38 19.8 2T 6.0 6.0 0.00 -85.2 0.0076 0.05 3.3 80 73 15.38 15.33 1 • Sheet 01*,,of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Wipe Flow Dia Fitting No (gpm) (inch) and Dev Perimeter Clockwise 9 10 11 12 13 14 15 16 30 44 24.4 1.68 17.0=6.06(7.88)^.5 41.4 1.68 30.9=10.67(8.38)^.5 72.3 1.68 19.0=6.06(9.79)^.5 91.2 1.68 91.2 1.68 91.2 1.68 91.2 1.68 91.2 4.26 96:2'= Pipe No.29 187.5 4.26 96.2 = Pipe No.43 283.7 4.26 96.3 = Pipe No.57 58 380.0 4.26 87.9 = Pipe No.71 72 467.9 4.26 2T 84.3 = Pipe No.74 75 552.2 4.26 Remote Area #2 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A F T A F T A F T A F T A F T A F T A F 6E T A F T A F T A F T A F T A •F T A F 1T T 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 306.0 49.5 355.5 6.0 0.0 6.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 7.5 26.3 33.8 0.01884 0.05012 0.14063 0.21632 0.21632 0.21632 0.21632 0.00234 0.00888 0.01911 0.03281 0.04821 0.06551 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Notes C = 120 7.69 9 Remote Split 0.00 0.19 3.52 7.88 10 DR1 0.00 0.50 5.98 8.38 11 DR2 0.00 1.41 10.44 9.79 12 DR1 0.00 2.16 13.17 11.95 13 0.00 2.16 13.17 14.11 14 0.00 2.16 13.17 16.28 15 0.00 76.90 13.17 93.18 16 Line 1 0.00 0.01 2.05 `93.20 30 Line 2 0.00 0.09 4.22 93.28 44 Line 3 0.00 0.19 6.39 93.47 58 Line 4 0.00 0.33 8.55 93.80 72 Line 5 0.00 0.48 10.53 94.29 75 0.00 2.22 12.43 96.50 76 Bulk Jct Sheet '2(p of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Pipe Flow Dia Fitting No (gpm) (inch) and Dev Perimeter Counter -Clockwise 8 5.2 1.68 16.8=6.06(7.70)^.5 7 22.0 1.68 29.9=10.67(7.86)'.5 6 52.0 1.68 17.8=6.06(8.62)'.Z5 69.7 1.68 4 69.7 1.68 3 69.7 3.26 .68.1 = Pipe No.18 17 137.9 3.26 68.9 = Pipe No.32 31 206.7 3.26 70.4 = Pipe No.46 45 277.1 3.26 -22.2 = Pipe No.60 59 254.8 3.26 -84.3 = Pipe No.74 73 170.5 3.26 -85.3 = Pipe No.77 80 85.3 3.26 79 85.3 1.68 78 85.3 4.26 85.3 = Pipe No.77 76 170.5 4.26 Remote Area #2 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 5.0 F 19.8 2T T 24.8 A 6.0 F 0.0 T 6.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 10.0 F 0.0 T 10.0 A 6.0 F 0.0 T 6.0 A 404.0 F 19.8 2T T 423.8 A 6.0 F 0.0 T 6.0 A 5.0 F 26.3 1T T 31.3 0.00109 0.01560 0.07631 0.13156 0.13156 0.00524 0.01850 0.03915 0.06731 0.05766 0.02742 0.00760 0.190'84 0.00207 0.00745 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT 7.69 9 0.00 0.01 0.75 7.70 8 0.00 0.16 3.18 7.86 7 0.00 0.76 7.50 8.62 6 0.00 1.32 10.07 9.94 0.00 3.26 10.07 13.20 4 0.00 0.03 2.68 13.23 18 0.00 0.19 5.30 13.42 32 0.00 0.39 7.95 13.81 46 0.00 0.67 10.65 14.48 60 0.00 0.58 9.80 15.06 74 0.00 0.27 6.55 15.33 73 0.00 0.05 3.28 15.38 80 0.00 80.88 12.31 96.26 79 0.00 0.01 1.92 96.27 77 0.00 0.23 3.84 96.50 76 Notes C = 120 Remote Split 1 DR1 DR2 DR1 Line 1 Line 2 Line 3 Line 4 Line 5 Bulk Jct Sheet 24f Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' TUKWILA, WASHINGTON Remote Area #2 ipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) linch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Eiulk C = 120 ==== A 10.0 PT 96.50 76 Grid Jct 722.7=73.57(96.50)^.5 F 22.6 PE 0.00 81 722.7 6.36 2LTE T 32.6 0.01534 PF 0.50 7.31 PT 97.00 82 Top of Riser Riser ===== A 18.0 PT 97.00 82 F 22.6 PE 6.93 82 722.7 6.36 1ALV 1GV T 40.6 0.01534 PF 0.62 PT 104.55 83 7.31 • .0 = 120 Top of Riser (EL= 16.00 ft) F 8c S Jnder ground C = 140 A 160.0 PT 104.55 83 F & S 150.0 gpm = Hose F 44.1 PE 0.00 83 872.7 7.98 1T T 204.1 0.00540 PF 1.10 5.60 A 0.0 PT 105.66 84 F 0.0 PE 0.00 84 872.7 7.98 T 0.0 0.00000 PF 5.00 5.60 1BKF = 5.00# PT 110.66 85 Supply Jct lose = 350.0 gpm at Hyd Ref Pt. 85 for a total flow of 1222.7 gpm. available flow at 110.66 psi is 1820.0 gpm which is 597.3 gpm from curve. Supply pressure available with 1222.7 gpm flowing is 128.55 psi, thus system .requirement is 17.89 psi below supply curve. (13.97.) HYDRAULIC CALCULATIONS Date 07/24/89 Job_ _ SOUTHCENTER !LAZA - BUILDING 'A^ DRY CANOPY TUKWILA, WASHINGTON Authority having Jurisdiction_ Occupancy Density _ _ Coverage per Sprin.kler _ Factory Mutual ORDINARY 0.15 gpm/sq.ft. 130 System type_ _ Dry Hose 150.0 gpm Inside Hose, 350.0 gpm Water Supply Outside Hose _ 145.00 psi Static, 40.00 psi Residual @ 3330.0 gpm Demand 67.56 psi @ 79.7 gpm @ F & S 72.65 psi @ 579.7 gpm @ Supply 140.86 psi available @ 579.7 gpm Demand is below curve by 68.21 psi Sprinklers _ _ 1/2" GALVANIZED DRY SYSTEM - C=120 � SOUTHCENTER PLAZA - BUILDING 'A' DRY CANOPY TUKWILA, WASHINGTON Sheet IN of *: Static = 145.00 psi Residual = 40.00 psi at a flow of 3330.0 gpm F: Demand at F&S = 67.56 psi with 79.7 gpm flowing. D: System demand = 72.65 psi with 579.7 gpm flowing. *: Pressure available = 140.86 psi when 579.7 gpm is flowing. Demand is below curve by 68.21 psi. (48.47.) :I Multiply pressure scale by 15 N1.85 Graph 10++--+---+ + + + + + + + * , 1 * , 'I 1 9+ + 1 , 1 1 1 , 8+ + 11 , 7+ + 1 , 6+ + 1 1 •, 1 1 1 5+ + 1 D F 1 , 4+ + 1 1 1 , 1 3+ + 1 2+ + 1 1 1+1. + 1 1 1 0++--+---+ + + + + + + + 1 2 3 4 5 6 7 8 9 10 GPM Multiply flow scale by 400 � Sheet .549 Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow BKF 0ackflow.preventor DPV Dry pipe valve GV Gate valve Description of Other abbreviations Code Description SU Stub -Up BL Branch Line 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 Fitting equivalent pipe length T Total pipe length w Sheet 3) of Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'ADRY CANOPY TUKWILA, WASHINGTON Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) ' Notes Stub Up 1 t = 120 A 3.0 PT 7.00 1 14.8=5.60(7.00)'.5 F 10.0 PE 1.30 (EL= '3.00 ft) 1 14.8 1.05 2T T 13.0 0.07470 PF 0.97 5.50 PT 9.27 2 Bi Jct I K -factor for stub up 1 = 14.8/(9.27)^.5 = 4.86 at Hyd Ref Pts 2 3 4 5 Pi re Flow No (gpm) Sprinkler Systems Hydraulic Flow Calculations SOUTHCENTER PLAZA - BUILDING 'A' DRY CANOPY TUKWILA, WASHINGTON Dia Fitting (inch) and Dev Branchline No. 1 2 4 5 6 7 14.8=4.86(9.27)-.5 14.8 1.38 15.0=4.86(9.47)'.5 29.8 1.38 15.5=4.86(10.18)".5 45.3 1.61 16.1=4.86(10.91).5 61.3 1.61 18.4=5.60(10.79)-.5 79.7 1.61 79.7 2.07 24E Sheet 1/.04 Length Fr Loss Press Hyd Vel (ft) (psi/ft) (psi) Ref (fps) A F T A F T A F T A F 3E T A F 7E T A F 1T T 10.0 0.0 10.0 10.0 0.0 10.0 10.0 0.0 10.0 14.0 12.0 26.0 24.0 28.0 52.0 360.0 130.0 490.0 0.01961 0.07137 0.07321 0.12838 0.20856 0.06177 PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT PE PF PT Notes C = 120 9.27 2 SU1 0.00 0.20 3.17 9.47 3 SU1 0.00 0.71 6.38 10.18 4 SU1 0.00 0.73 7.13 10.91 5 SU1 -3.46 (EL= -8.00 ft) 3.34 9.66 10.79 6 0.00 10.85 12.56 21.63 7 0.00 30.27 7.62 51.90 8 X -main Jct 4 •K -factor for branchline no. 1 = 79.7/(51.90)^.5 = 11.06 . • Fire Systems West, Inc. 219 Frontage Road North, Suite B • Pacific, Washington 98047 • Phone (253) 833-1248 • Fax (253) 735-0113 December 9, 1998 Tukwilla Fire Department 6200 Southcenter Blvd. Tukwilla, WA. Attention: Fax: Reference: Fire Marshal (206) 575-4439 Relocating sprinkler head. FILE Narrative: Per Steve Colier inspection on the sprinkler system atv35=Strander,, Blvd. He found the sprinkler coverage not acceptable in one area, Steve said the sprinkler needed to be moved 2'-6" one way and 2'-0 the other way see detail. Sincerely, Fire Syste Jim Turk WA CL #FIRESWI 140131 West, Inc. TUKWILA FIRE DEPAR MEAT T Please call: 575.4407 and give this job No. S 3 and exact exact address for shut= down or restoration approval. W fFEI1998 j2 WA ECL #FIRESWI 0551 WPM, 0 ACCEPTED ,, Without Comments [] As Noted In Red Per The Attached Letter These plans have been reviewcd by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize viola':. a,s of adopted standards and ordinance:. The resperiskllity for the adequacy ct design rest,. t ; wikh tr,: signer. ti Additions, cieletions or revs:' ^c to thei.--.3 drawings afi.ar this date will void this accep`uloe and will require a resubmittal of revised drawings for.subsequeft approval. Final acceptance is subject to field test arid inspection by The Tukwila Fire Prevention Bureau. Date: l 2-1 j it By• NUN UULINU EXISTING TU REMAIN LUWUKtu ,LLILINU 0 10'-0" 0 10'-0" TO 14'-0' N 1 1 'IRI_ ca, a, ,a, ,a, ,- L ,a,l' ('`f,ee l iii, / / ,a, ,a, ,a,l a,L tool" e tio i '1 / sis / si$ / a' sem siiy PARTIAL FIRE SPRINKLER PLAN alL SCALE: 1/1"-V-0* IF SCOPE OF WORK DROP HEADS TO NEW CEIUNG HEIGHT AND ADD THREE PENDENT HEADS FOR STORE ROOM. LISTER/FITTER NOTES ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureeu for conforrran•::e with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted a tandards and ordinances. The respor:c bility for the t :.dequacy of design rest, ttaily with the tl:.:signer. .A• dditions, deletions or rc iisions t*; the drawings a;iz.r Mis date will void this acceptance and will require a resubmittal of revised drawings for subsequent approvd. 4 Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau.voseetion PA fUKWILA FIRE DEPARTMi NI Please call: 575-4407 and give this job No. 9V-J-og}' and exact address for shut. Sown Qr restoration approval. 1. ALL. SCREWED PIPE TO BE XL. 2. NEW CEIUNG HEIGHTS TO BE 10'-0" AFF THROUGHOUT. 3. ti, = EXISTING HEAD TO REMAIN EXISTING HEAD TO BE LOWERED TO 10'-0" AFF. 5. • = ADDED HEAD FROM 1" PLUG ABOVE. L 4. lel = p@MgWM MAR 2 9 mg B FILE HANGER LEGEND SPRINKLER HEADS USED SYM MAKE, ORIFICE SQE, TYPE & FINISH TEMP QTY • REWIRE, MODEL G, REC SSP 1/2', 1/2' W/ ADW, CHR CHR 155 3 REVISIONS MK DATE BY CONTRACT WITH: SGA 6414 204Th ST. SW SUITE 200 LYNNWOOD, WA 98036 CONTRACT NAME: RELAX THE BACK 335 STRANDER BLVD. TUKWILA, WA ATRIOT FIRE PROTECTION PATRIFP099CF 2707 70th AVENUE E. TACOMA, WA 98424 TEL 253 926-2290 FAX (253) 9228150 DESIGNER CUNT CARR DATE JOB NUMBER 3-25-99 12-4465 1 0 N N Cc)-tc? AREA OF WORK 64x 24' 11-EXI•I. - .-- ,{ TYP •O I Tt'.0 --` EXISTING UPRIGHT W/ PLUG EW PEN ENT SPRINKLERS: w16x 26 TENANT SPRINKLER PIPING PLAN 1/8n = 1'=0" BUILDING 'A' KEY PLAN NO SCALE • NEW PENDENT SPRINKLER - 16 TOTAL Nock p lee 'theca* f Sagitea ..?11 G _ 1 LJ AS NOL IN D La The dray:in - _..xed her__) =.v, reviewed C—fti Tukwila Fire Ceti, or revisions to _ _ L . ,..13 A date will void this require a rec :b t_a3 Final acceptance is _ : H inspection by a ret..re. en a department t fig . i i J DATE: .8/ i 91 EY: CITY CF TUKWILA c"-)3 575-4407 E le ce DEPARTMENT ca.!: 575 and give ahi � � , 3 jet I and exact ed or dress for Shut_ restorat on appro„>f, PL J1211755. JUL 2 7 1990 I' { ALT t -r �/AI #W67 WESTERN OPTICAL CORP. 4932 PIONEER ROAD PH. (206) 481-7669 Date: 7-90 Scale: 1/8" = 1'-0• Drawn: G.8 Sheet: 1 OF .I: E) T. HALLWAY EW SALES AREA EX/ST. STORAGE REST FL EXIST. SALES AREA IE—EesT1MG WALL TO EC RE OVER v hCOuCrt cl a rtes S PARTIAL FIRE ALARM PLAN 911 eeiR �E F 1) 1/8 = 1' - 0 :?ELOCA TE EXISTAIG DEVICE TO LOCATION SHOWN ACCEPTED WithoLt Comments As Noted in Red Fer The Attached Letter i These plans have been reviewed by The Tukwila Fire :-E evention Bureau for confu.-mance with current city c standards. Acceptance is subject to errors and omissions which do not a; thcrz_ violations of adopted a an ;ands and ordinances. The risco sibility for the adequacy of design rests totally wi , Additions, deletions or revisions Ri lyase 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. Date: 5---/7 By: 1/ WKWILA FIRE DEPARTMEKI Please call: 575-4407 and give this job No. 9`/—F"iliS2 and exact address for shut= down or restoration approval. VENT Y MAP . T.S. C% AREA UVDER T1 -IS PER IT SYMBOL LEGEND 0 E SMOKE DETECTOR FEAT DETECTOR FRE ALARM HORN INDICATES DOSING DEVICE IT APR 1 APR 13 X999 Project Ncnx �A ej.tF: 4/9/99 IWETREE ALAI J pRS RIVD►ORE tocie �y , �ALA0.55CW r.+ Dad Oat. Revision Asi ACE FIRE 111 SECURITY SYSTEMStsheet_1_ erl^ 14004114-14111 WA. SIMS Of: 1 AAIMS el AMA P.O. sox SSSS LACEY, �---I 2" MIN 3" MIN FOR 2" AND SMALLER PIPE 4" MIN FOR 21/2" J__ GST -20 1"x-2") 21" MAX PIPE SIZE GST -30 V4"x3") 4" MAXPIPE SIZE ADJUSTABLE RING HANGER SAMMY SCREW ROD AND RING WOOD CONSTRUCTION NOMINAL WOOD SIZES NO 10 COVER 1 OVE CEIUN SECTION ROOF SPRINKLER MAIN ROOF TRUSS CEILING FLOOR SCALE' V8" = I' -O" 0 4' 8' 16' BATHROOM 1 • VERIZONIZ E/1 • 0• L • • • • • • %J 4 r I VACANT TENANT 12 -OCH VJ L-- 1 �J1 V1 SPPIN <LEP RELOCATE PLAN SCALE: V8" = NO" 0 4' 8' 16' D NOMINAL FIPE SIZE PILE XL/BLT (ASTM A-135) OUTSIDE DIA. INSIDE DIA. WALL THICKNESS IN. mm IN. mm IN. mm 0 ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and 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 for subsequent app, o ,ai. Final acceptance is subject to field test and inspection The Tukwila Fire Prevention Bureau. Date: 7/ / 05—By:, LS^7d LBS/FT 1120 GAL/FT PLUS PIPE 1 11/4 11/2 2 GENERAL NOTES 1.315 33.4 1.660 42.2 1.900 48.3 2.375 60.3 1.104 28.0 1.452 36.9 1.687 42.8 2.154 54.7 .106 2.7 .104 2.6 .107 2.7 .111 2.8 TUKWILA FIRE DEPART";v,tvt Please call: 575.4407 and give this job No c7 1.61 .049 and exact address for shut - 2.252.25 .086 down or restoration aparoval- 116 4.06 .189 rvriG(9er3 10116c,-- /1-4 0116c,-- 1 rL4 5 ' 17e- �o (/'c SPRINKLER SYSTEM DESIGN PER NFPA 3113 2002 ED. ALL MATERIALS SHALL BE N=W AND UL LISTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED N ACCORDANCE WITH N.FPA 3113 2002 ED. SYSTEM ACCEPTANCE AND APPROVAL REQUIREMENTS SHALL COMPLY WITH N.FP.A. 3113, CH. 16 2002 ED. N LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONS®LITY TO PROVIDE I -EAT TI--ROUGHOUT TI -E WET PPE SPRNKLER SYSTEM AREAS AND N ENCLOSURES FOR DRY PPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLNG WATER SL PPL.ES TO SPRNKLER SYSTEMS FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SLPPORT 11-E FIRE SPR1\4-ER SYSTEM OR ANY APPL TENANCES THEREOF ALL ELECTRICAL, PANTNG OF PIPE/ PPE IDE\ITFICATION, RPRING, CUTTING OR PATCHING TO BE BY OTHERS SPRINKLER I-EADS ARE NOT NECESSARLY LOCATED IN CENTER PONT OR QUARTE? POINT OF CEILING TLE BLLDNG I,S ORDNARY HAZARD CLASS 2 OCCUPANCY N ALL AREAS OF WORK AND OR ROOMS LI\LESS OTI-ERWISE NOTED r - 7 PPING TO BE 'BLT TI -READABLE TI-INIWALL ARMOVERS LONGER THAN SWILL HAVE A HANGER SPRINKLERS SYM DESCRPTION • EXISTING QR CHROME PENDENT I/?'NPT 5.6K R -x RELOCATED EXISTING PENDENT Q x PLUGGED OFF PENDENT (REMOVED) TAX PARCEL # 262304-9064-03 SIN TEMP QTY FIRE PROTECTION PLAN FOR SO(ITHCENTER PLAZA VERIZON 335 STRANDER BOULEVARD -SUI-TE-F• TUKWILA WA JOB NO. 5923 DRAWN BY ABC 155 22 0 RECEIVED JUL 11 2005 Tukwila Fire i$3 FIRE PREVENTION, INC. P.O. BOX 594 PORT ORCHARD, WA. 98366 REV. DATE 07/05/05 SCALE NOTED DWG NO. 1 OF1 (77ci v TO EXISTING HORN CKT t ELR TO EXISTING HORN CKT FROM EXISTING HORN CKT TO ADDEO ZONE ON EXISTING PANEL TO EXISTING HORN CKT ELR SYMBOL MANUFAGT MODEL FCI FC72 — FC I Q 0 FCt HOCHIKI FG I 30IP/B RAI -2 • 4 DESCRIPTION EXISTING FIRE CCN T ROL PANEL PHOTO. SMOKE DETECTOR REMOTE INDICATOR PLATE AL DCA 13SI00 HMVPYHEC FIXED TEtIP PEAT DETECTOR FLUSH MECHF I ORI NOTE e INDICATES 301P ABOVE CIELING E — +ter— _ -44 -4 4 Murk qor'.L IVIG Ameaste yaw& .sad WITHOUT COM 4ENT, 0 AS NOTED IN RED ❑ PCR THE A TTAC ED LETTER The d avvin;s aft ixed bore o hal s h^„1 rev e,rvd and eccep ed h t e C1 j of Tuk a fa Fire Dint 1 ii_411.I_,is dei "'is or vto oh.)3 is_ Ia l:s ""€ s o r v fi v—i-, "� ,. �, req, a ress.aL -iit ..I ci rc t., d .R t ings Fi-3[ e Ce,_,fahoe r C 1J "'' i-soeutJi.,farei,,.) n a i clef) r ent `' DATE ./�Z''j-%1-i -•-•-7..--" CITY , ti JJ tUY VILA FIRE DEPARTMENT t I ca C 575 4407 r-tslob s or shut ap ro✓al WESTERN OPTICAL SOLflH CENTER PLAZA ! Yt.lK It A �CA1 k t () AFFfy4t4 f+t ; T, i - 21 91 . E —ELF RIC ,1 I428 RAirNON) AJEd 5 I A r u rJD5 TiJ A-- 24 X 34 PRINTED ON NO. 1000N CtfARPRINT. _te 4 1 s -4 1 U k s 1 4 a 4 4 A 1 d M nl I^ I 1,rAiY {yy Jud+ ,'nln Y+ A" A ChYJ M M v rIiY7. M "�W 7 114t44171111,17"711,1.. . ql "',n"l^-d1'QAr'IN1 fr'1 Y.P �„�•� R"RIAI',�'; ttlil4 "19'4L7Hyr.rll"T"R'YI�'1'TI'"4Y r Yr,r, rry Ni' n.,„I.tiu nl'r, x, ,u,.^ rqy , r 1 T ' i' 'i"'P !�"•1 M T 'YT Y 9 Ti T •"IA•h Tr.rry”" nu"J'rFCTYt"P.n 4 Y r^P,"1' P rY•M'Y ,1"IQ "T I III IIRRn Ni Ir n,lnr. I Y I T 1711.7.77, ♦'w "r'r'mm•,nm^•gl••'rnY•r"R{'wr7!n'*"Yl"ner"-r .A, p" Y • n•n.rv,Y•mY^R ,. a 'r. Arl R""'I r nA^•M't•'TI,nTNnr'T-,.r grryr , N T • IY 'mT 11. n R'r— L unl• m ", AFn M Anrr I „mn ltir ,, f, � YI. •T.4,, r-,I,xr •. ,x 1'rm q^I f OAA,• I,ITrI"FRT,rI'," T nnr 7RRIT I'A,Ar^'a wmm. rA ...ru... 1 rlgr'�♦w ,Ywur'n'R',Yn { { 1 I'. 4r .v. r;y r 1 Y, 1/ FA 114 114 09-10 v..ii114 U o 6-71 (t) 4-11 .1 r 5-0U 10-0 10-0 1/' 1Y 5 -0U -T 10-0 DRY PENDENT SPRINK RS IN CORRIDOR - TYPICAL 1' DROP FROM UNE T COUPUNG AND 12' DRY PENDENT 4 114 111 11/24 1/ 5-O 10-0 REVISIONS YA 9-26-89 DETAIL WET SYSTEM FOR FABRICATION G.B. A 10-14-89 REVISE CANOPY LINE '-- DETAIL FOR FAB. G.B. a3 1.0-1O loo 2” PigMu.Nc-1.,)1'a 4 4 FIg.B.tic>4 GA 'itJt:I-4 4.1 4 114 (1 1/4 11/2 5-0 5-04 10-0 4 1/ I A 1/4 11/2 5-0 10-0 GENERAL LEGEND 4-11 • 8-10 GT U 5-o / 5-00 10-0 EL=14'-11" ¢ 1 1 EL=15-1 Yi" g -- \ 1144 5-0U 10-0 5-oU 10-0 5-0U 10-0 s-oU 10-0 5-00 10-0 5-0Q9 10-0 5-00 10-0 U 5-o 5-0U 10-0 U 5-0 5-00 10-0 5-0U 10-0 0 BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED COUPLING RIGID COUPUNG CAP PLUG CENTERLINE 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.G. E/C C/C C/E GG TG TxF ATR 5-00 10-0 0 5-0 FACE OF CONCRETE ABOVE FINISHED FLOOR CEIUNG HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END GROOVE/GROOVE THREAD/GROOVE (ALSO,"GT') THREAD/"FlT" (ALSO 'FxT') ALL -THREAD ROD 811x 33 1✓ix 311' 61'+x 311/2* 0" 11/4 V 9-10 ,Y4 2-914 5-00 10-0 5-00 10-0 5-00 10-0 5-oO 10-0 114 6' BOJ - #3/6 SPRINKLERS SYM DESCRIPTION TEMP QTY 0® AUTOMATIC MOD. 'F' BRASS UPRIGHT 1/2" 212' 396 • O AUTOMATIC CHROME DRY PENDENT 1/2" 165' 58 BUILDING TOTAL : 4-11 5-0 • 10-0 TC EL=16'-43/4" g 114 110 1/ 10-0 /6" 1/ 9-10 W18x 35 11/24 114 5-0 10-0 W16x 26 -- 1r� iii i�r• 14 114 �I �I c 111111111111111111111111111 SOFFIT 0 +11'-44 CANOPY ROOF ELEVATION SLOPES +16'-0` TO +18'-0' 11/24 11 114 11 11/2 5-0 5-0• 10-0 • 5-0 4-T11 S 9-10 G W16x 35 mu. W18x 35 iiiuuiinuiimT frolumii 11111111111111111111111111 BOB • +10'-0' 6' BOJ - #3/6 41/2-1-4 -r U �0 11-9/ W16x 26 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 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'CONTROLUNG WATER SUPPUES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 SPRINKLER SYSTEM HYDRAUUCALLY CALCULATED AND DESIGNED TO PROVIDE .15 C.P.U. FOR THE MOST REMOTE 2500 S.F. 9 ORDINARY HAZARD OCCUPANCY - 100 S.F. / SPRINKLER 10 1" - 2" PIPING TO BE SCHED 40 OR THINWALL 2-1/2" AND ABOVE TO BE THINWALL CANOPY PRY SYSTEM TO BE G LVANIZED 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 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. 'K' TO 'F' - INSTALL PIPE AT 6" BELOW 30" JOISTS AT LOW POINTS ( COL. 3,8,13,18 & 23 ) 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 BOTTOM OF JOISTS. AT 'F' TO 'G' - HANG AT 6" BELOW JOISTS TYPICAL 1/ �Tr� 5-0 ;! 1/4 1/ 4 1/ 5-0 n 10-0 „ r 0 5-0 114 11/24 114 10-0 5-0 114 631 1-....,101,8-91i CENTRAL 2/' MOD DRY PIPE VALVE W/ PRESSURE SW. 21" OS & Y GATE VALVE W/ TAMPER SW. MAIN DRAIN WATER FLOW SWITCH AUTOMA11C 6' MOD 353 FLGxfLG ALARM VALVE ' 6' OS & Y CAE VALVE W/ TAMPER SW. w 8 x 6 RED. COUPLING 1' ( FLEX CONN. ) FIN. FLOOR N PIPE STAND #2/22' YLV 114 114 1;4 J 1K 11 11 1 5-0 5-0• 10-0 • 5-0 5-6 0 4-41 .L 4- 1 0 19 5-00 10-0 RISER DETAIL - LOOKING WEST 3/8" = 1'-0" 6Y,x3114' 61x 25/ 6V4x 311' 6Vx 24" 5-0 5-0 to -o 114 1/ 5-0 4-11 GT 1/ 1/ 4-11 5-0 TG 5-0 5-0 • 10-Q 54 I 6' BOJ - #3/6' I 114 4 U to -o" U REMOTE AREA .15/ 2500S.F. NOTE: ASSUMED 2 SPRINKLERS FLOWING FROM THE FOLLOWING OUTL FOR FUTURE POSSIBLE TENANT SPRINKLERS: 6,8,10,20,22,24,34,36,38,48,50,52 & 62 5-0 4-11 GT J 44-7-912-5-6 --M-1fir - ---+--1 - U� 5-0 5-6 U 9-10 G0E n ACCEPTED WITHOUT COMMENTS. ❑ AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Deg. Ai'ditions, deletions or revisions to th3se :!r.lwin s after this T6Iate will void .`;ti..; 'a:�::�itln;? and will require a resubrf-:ictal of revised drawings. Final accptan;e is subject to field - inspection by a representative of this department DATE: z -S %sO EY: 1-41'` 12"N/ 5-0 4-11 GT 1 114 —114 4- --'-'--114- -- ----1i4 - ----11 4-- --41/2- -U-1=0 5-0" (3' 10-0 -'QT'S-0- w 5-11 C3 10-0 4-11 5-0 I C. TG EL=16 -04" g 114 / 114 1 4 4-91/2w 4-11 t TG 4 114 1/ 5-0 5-6 L/4-61/2 W16x 26 W16x 26 11-9/ no 14-- ---1i �- 4',r._ TA GT W18x 35 U 5-0 - 5-0 0 2 10-0 2 0 5-0 5-0 1' I, A 11-914 11-9v2 1 W16x 26 SOFFIT 0 +11'-4Yi TYPICAL CANOPY ROOF ELEVATION SLOPES +16'-0' TO +18'-O" BOB 0 +10'-0' N TOP OF BE9141 0 1 +13'-4 5 CANOPY SPRINKLER N.F.P.A. # 13 PARA. CALCULATED - -4.3.1 EXCEPTION # 1 BUILDING 'A' ROOF BPRINKLpR PIPING PLAN vs" = LIST #1 - RED - WET SYSTEM ONL 7UKWILA FIRE DEPARTMENT. Hese call: 575-4407 and give this job and exact address for shut= 'Thdown or restoration approval. 5 1309 Dote: 7-89 Drown: ''`G.B 4414 11 ra ( 14'5") INSTALL' 1-8' TEE (FL) 2-8' GATE VALVE IFLxMJI 1-8' ADAPTOR (FLxMJ1 10 LF 8' DI PIPE 1 -FIRE HYDRANT ASSEMBLY CONC. BLOCKING W/4 -GUARD POSTS LIVE TAP EX. 12' CI FOR WATER SERVICE it INSTALL lIte• DOMESTIC METER SETTING WI5OLF DOMESTIC SERVICE (PIPE) . CITY TO INSTALL METER. FIELD LOCATE (W/CITY) CI WATER & INSTALL' 1-12"x8' TAPPING TEE (FL) 1-8' GATE VALVE CONC. THRUST BLOCKING LIVE TAP EX. 12' CI FOR WATER SERVICE & INSTALL 2' DOMESTIC METER SETTING W/ 140 LF 2' DOMESTIC SERVICE PIPE. CITY TO INSTALL METER. EX. SS MH RIM r 22.77 CONNECT To EX.8" SAN. SEWER STUB LE. 010.41 (SEE SPECIAL NOTE) SO CLEANOUT *6 LE. • 22.00 RIM • 25.80 /-70 LF 6' PVC 111 I�I� 4i Et 1 STUB OUT TO PROP 4 1 1 - -- PLUG FOR FUTURE ONNECTION • 1 1 1 1 1 21-D04.4E sgc, 6 ..t.,.: • . METER 1 EXIS WR CONC. BLOCKING NE114 SECTION 26, TOWNSHIP 23 NORTH, RANGE 4 EAST, W.M. TUKWILA, WASHINGTON En _SPRINKLER PIT Wi 4.-(3' WIDE x 7' LONG PRECAST CONC. VAULT SET TIGHT AGAINST BUILDING 'A' FOUNDATION (SEE DETAIL SHT. 6 OF 6) SPECIAL NOTES: CONNECTION TO EXIST. SAN. SEWERS I. CONTRACTOR SHALL FIELD LOCATED END OF EXIST. Er SAN. SEWER STUB (3 PLACES PER PLAN) & CONTACT ENGINEER TO SURvEY AS -BUILT ELEV. TO DETERMINE PRECISE PIPE SLOPE BETWEEN THE STUB & MANHOLE. THFN THE DESIGN WILL BE ADJUSTED SO THAT THE CONTINUATION OF THE PIPE SLOPE TO NEW MANHOLE WILL REMAIN THE SAME. AN ADDITIONAL MANHOLE MAY BE REQUIRED IF THE EXIST. SLOPE IS UNACCEPTABLE FOR OUR DEPTH REQUIREMENTS. FOR THE PURPOSE OF THIS DESIGN, WE HAvE ASSUMED AN EXISTING PIPE SLOPE 2. CONTRACTOR SHALL PROVIDE OWNER W/ AS -BUILT SURVEY OF DOMESTIC WATER SERVICE LINES CLEARLY IDENTIFYING LINE PLACEMENT, METER LOCATIONS AND WATER METER NUMBERS. 37.10' BEND POST INDICATOR VALVE FIRE DEPARTMENT CONNECTION • INSTAL CONC. LOCKING W/3 -GL ARD POSTS, V I.- WIT Y M A EL —RESTROOM LOCATIONS PER ARCH. PLANS RESTROOM LOCATIONS PER ARTH7FTANS CLEANOUT *I LE • 15.00 2 STALL' 1-8' 90*BENDIMJ1 C NC. BLOCKING 100 LF 6' PVC 2 -DOMESTIC CONNErInpw 8' FIRELINE CONNECTION SPRINKLER ROOM LI)CATION PER ARCH. PLANS -1' DBL. CHECK VALVE ASSY. IDCVAI TO BE .INSIDE BLDG. POST INDICATOR VALVE (i'IV1 & FIRE DEPT. CONNEC ION (FDC) MOUNTED ON EXTERIOR WALL INSTALL' 1;8 TEE MO CONC. BLOCK • I -FIRE HYD. ASSY. CONC. BLOCKING w/ 3 -GUARD POSTS KIN 11 ITO" ST wbe L. EXISTING FIRE HYD. TO fft BE REMOVED & RELOCATED`w SHUT DFF GATE VALVE &am PLUG PIPE. NEW HYD. LOCATION 15 95' NORTH AS SHOWN FIELD LOCATE (WITH CITY) IL LIVE TAP EX. 12' CI WATER & INSTALL' 1-12"x6' TAPPING TEE(FLI 1-FCRE HYDRANT ASSY. FIELD LOCATE (W/CITY) & WATER 8. INSTALL' I-12"•8' TAPPING TEE IFLI 1-8' GATE VALVE IFL•MJI CONC. THRUST BLOCKING It 911 I ctiti:141t-18' CLEANOUT *2 LE. 19.00 • TYPICAL WATERMAIN CROSSING OVER SANITARY SEWER I -FIRE HYD. ASSY. PER DET. SHT. C6-6 CONC. BLOCKING 3 -GUARD POSTS A BLDG. B TARGET BLDG. FF On 26.00 • 12) LIVE TAP EX. 12' CI FOR WATER SERVICE & iNSTALL• 2' DOMESTIC METER SETTING WITH 27 LF 2' DOMESTIC SERVICE PIPE. CITY TO INSTALL METER SWR MH RA =2-43n 11•11111.0. IlmOk ARCH. PLANS - DBL.CHECK VALVE T- ASSY. IDCVA) TO BE INSIDE BLDG. POST INDICA TOR VALVE IPIV1 FIRE DEPT. CONNECTION r-; IFDC1 MOUNTED ON EXTERIOR in WALL NSTALL' rIRC 1-1Y131141.11- ASSY. PER DETAILTEFTT:CETE--. CONC. BLOCKING BORING PIT LOCATION 41 1-8' TEE (FL) 2-9. GATE VALVE 1. -R. ADAPTOR WO. NC. BL 016KiNfii# o•CONC. BLOCKING CONTACTOR SHAL SERVICE TOLOCA EX. 4'103' PWR. VAULT TO REMAIN - 5 2' C.I. W TR! APPROX. 15 LF 8815'33" E SS AN. SEwER STUB SEE SPECIAL NOTE APPROX. 15 LF EXIST. SS STUB • eons mai ratt moo. r FIRE All: MD dam • • 1 td) f4-4 ttik‘W' telt • 111111, MEP 11•• 1.11111 • • • ( EXIST $WR MA RIM • 24.71 I.E. • 9.89 (12') 1 XIST, SWR 1.41-1 I.E. • 12.34 (121 Ak-* Strander FYIST FIRE HYD. EX. SWR. MI1 c.91,INIc_I TO EXIST, I.E. • 17.03 SEE SPECIAL NOTE 2' WA TER ME SERVICE LINE —AS PAINTED ON GROUND BY UTILITY LOCATE SERVICE 1.--BORE-N-JACK APPROX. BO LF IP. DJ. CASING UNDER STRAND& BLVD. SIZE AND GUAGE OF CASING TO BE DETERMINED BY CONTRACTOR TO ACHIEVE DISTANCE. Boulevard • • • R:k 1 • du. ca.L.1 • 1.s.1 .t4sK *1)1 i ja sNi EXIST. SWR MH 5.4=-24733— CORE DRILL EX. Mhi & CONNECT NEW 8' PVC PLAN EX. LPG POWER & TELEPHONE LOCATION AS PAINTED ON GROUND SCALE' 1' sz 50' BY UTILITY LOCATE SERVICE 3 t.6 rk • t-1 s icq... 53 _ 4 IA ' NZ - :„......k '-i-la. , • 41 14,1a% st`ix 11 cri wow CC Lu ui 17:77.. "1:30(13( !":::::(1)(1) :+(51:1:3.58: 74511.2ega)(S 4.-7:4! .47005." .0><a) 10.5.a) ei 3, i vc,,o, .7.2 to (CS LC sz 4-1 LO La tv eu- w. • o en fit • 0 Ci al • 0 :No TUKWILA, WASHINGTON 4932 PIONEER ROAD —J 133 Date: 7-89 Sheet: FP 1 CU Q O N (D) CO I 00 d N 0 I in DRY PENDENT SPRINKLERS IN CORRIDOR - TYPICAL 1" DROP FROM LINE TO COUPLING AND 12" DRY PENDENT U 9-10 U 1/ 79 1/ 114 6-914 U 4-11 TG 9-10 1/ / 1-914 6 ° 2-9/ ROOF HATCH 5-10 2/ 1/4 114 47-5707474-71'0":"0"--7 M 5-0 U' 10-0 1/ 1/ 1/ 4 11 U 5-0 4 114 U 5-0 114 1/ 1/ 2-9/ 11 1144 1/ 9-10 U 9-10 O 9-10 11/4 O 9-10 9-10 58 6-9/ 5-0 10-0 U) TG 4/ 11 9-10 44 6-9/ U 4-11 TG 1144 5-0 10-0 4 1/ 1/ 2-914 9-10 114 30 1/ v co 2-914 / 1/ 6-91'0 4-11 TG 1/4 114 5-00 10-0 9-10 W18x 35 16 114 6-9/ 1/ 4-11 TG 1/4 5-0 1/ 10-0 iv U 5-0 4 14 U 5-0 4 114 5-0 4 114 U 5-0 4 114 U 5-0 4 1/ D 5-o W16x 26 1/4 5-0U 5-0U 1/4 5-0U 1/ 10-0 10-0 «J S c' 45 4 4A 114 10-0 6" BOJ - (JNDER COL. 'F' - 'K' 1/4 5-0U 63'4x 33 1/4 5-0 10-0 1/ 10-0 6" BOJ - 0/6" 114 5-00 N 1144 10-0 114 5-oU 10-0 6" BOJ - #3/6" 11h4 1/ 5 -OU 10-0 4 1/ • 5-0 1/ U 5-o 4 1/ U 5-0 1/4 5-0 5-0U 1144 5 -OU 24" TJI'S) - #3/6" 4 1/ U 5-0 4 1/ 5-0 4 114 U 5-0 1144 5 -OU 1/4 5-0 N 1/4 5-00 114 10-0 10-0 1/ 10-0 OR 12" 10-0 1/ 10-0 4 1/ U 5-0 4 114 U 5-0 �c,4�, 1Y, V 5-0 4 114 5-0 1/ 10-0 4 1/ U 5-0 11/24 1 / 5-0E3'470-0 5-0Ur 10-0 1/4 114 5-0(59 11.4 5-0V 10-0 1/4 5-0 W18x 35 1144 1/ 10-0 114 5-0U' 10-0 /5 0' "1 114 U 50 4 1/ U 5-0 4 114 U 5-0 6/x 24' 4 1/ 5-0 4 1/ U 5-0 1144 5-0U 1144 5-00 1/4 5-00 N 1Y,4 5-00 1/4 5-0 N 1/ 4-11 U GT W18x 35 114 10-0 10-0 114 10-0 10-0 10-0 1/ 9-10 4 114 U 5-0 U 5- 5 -OU 1V, 5-0U 10-0 4 1/ 5-0 4 114 (2) 5-0 1/4 1/ w 5 -OU" 10-0 4 1/ U 5 0 N U 5-o 4 1/ 4,10 1 N 1/ 04-91/2 114 114 9-1 SOFFIT 0 +11'-44'i TYPICAL 2 9-10 dANOPY ROOF ELEVATION SLOPES +16'-0" TO +18'-0" 20'-0" RIDGE 0 +26'-5' EXPOSED PIPING AT 12" BELOW DECK 2 2 2 -10 BOB 0 +10'-0" N. TOP OF BEAM 0 +13'-4' 17 20'— 9-1 I I 0 9-10 1144 5-0U 110 5 -OU 1/ 10-0 10-0 1/ 1/ 5-0 5-0 4 1/ U 5-0 4 1/ /47) 5-0 N 1/ 10-0 1144 5-0U' 10-0 11/24 1/ 5-0U 10-0 1/4 114 5-oU' 10-0 1/ 5-0 114 5-0 4 114 • 5-0/ 4 U 5-0 ' 4 1/ U 5-0 a N 1/4 1/ 5-0O 10-0 5-0U 10-0 4 1/ U 5-0 '4 114 U 5-0 UPRIG-IT WITH 1" PLJG DOWN FOR FUTURE TENAN- - TYPICAL U 5-0/ x 11/24 114 5-0(2) 10-0 11/24 114 5-0U 10-0 63'4x 15/" 1/ 4 114 114 10-0 5-0 5-0 6 1- N 1) h 6 114 4=11 5-U TG 4 4+ 14- W18x 40 5=0 5-0 #3/6' if, #3/6' 114 114- -4 4 114 U 5-0 4 114 U 5-0 5=0 5-U 111 1/ 11/24 5-0U 4-11U GT 1144 5-00 10-0 41/2 144 w ' 5-00 114 10-0 1/ 8-10 114 10-0 114 10-0 1/ 5-0 114 5-0 5=0 1/- 5-0 4 114 U 5-0 4 119 U 5-0 0 N 4 1/ U 5-0 114 1/ 0-0 5-0U 6/x 311" 4 U 11 W16x 26 4 -40 2 2 CANOPYI,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 11/24 11/2 5-ocf 10-0 11/24 11/2 4 11/2 RIDGE 4 11/2 11/24 11/2 5-0W 10-0 4G -T11 0 T50 -E6 cr 11/2 11 11/2 4 =ffiElim 4). suumalliiiffi 11/2 GT TOE 1 WI6x 26 • 01111011 6V4x 24" TOE c) 4-11 TG 5-0 5-0 1 GENERAL LEGEND BOD BOB BOJ FOS FOW EARTHQUAKE BRACING PIPE HANGER GROOVED COUPLING RIGID COUPLING CAP PLUG CENTERLINE HYDRAUUC 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. E/C C/E GG TG TxF ATR FACE OF CONCRETE ABOVE FINISHED FLOOR CEILING HEIGHT REDUCING COUPLING OUTLET COUPLING WELDED OUTLET "FIT" FITTING END TO CENTER CENTER TO CENTER CENTER TO END THREAD/GROOVE (ALSO *GT") THREAD/FIr (ALSO *Fir) ALL -THREAD ROD SPRINKLERS SYM DESCRIPTION TEMP QTY 0 @ AUTOMATIC MOD. 'F' BRASS UPRIGHT 1/2" 212' 396 • ® AUTOMATIC CHROME DRY PENDENT 1/2" 1 165' 58 BUILDING TOTAL : GENERAL NOTES 454 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 WTH 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 SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 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" PIPING TO BE SCHED 40 OR THINWALL 2-1/2" AND ABOVE TO BE THINWALL HANGERS #2 - EYE -ROD AND RING #3 - COACH SCREW ROD AND RING REMOTE AREA .15/ 2500S.F. rAC CENTRAL 21/2" MOD 1Y DRY PIPE VALVE W/ PRESSURE SW. W/ TAMPER SW. MAIN DRAIN FIN. FLOOR __WATER FLOW SWITCH AUTOMATIC 6" MOD 353 FLGxFLG ALARM VALVE W/ TAMPER SW. SLEEVE RISER DETAIL - LOOKING WEST NOTE: ASSUMED 2 SPRINKLERS FLOWING FROM THE FOLLOWING OUTLETS FOR FUTURE POSSIBLE TENANT SPRINKLERS: 6,8,10,20,22,24,34,36,38,48,50,52 & 62 11/2 11/2 4-11 TG 5-0 5-0 11/2 11/2 5-0 5-0 11111111111 OMNI 6-11111111111111111111111111 11111111111111111/1 LLJ RIDGE BUILDING 'A' ROOF SPRINKLER PIPING PLAN ENE W16x 26 2 / FP -2 TYPICAL 9-1 CANOPY ROOF ELEVATION RIDGE 0 +26'-5" +13'-4" 5 CANOPY SPRINKLER.; CALCULATED - WET SYSTEM INSPECTORS TEST CONNECTION DRY SYST4M INSPECTORS TEST CONNECTION oft a. iso (I) VI 4932 PIONEER ROAD CO PH. (206) 481-7669 Date: 7-89 Scale: NOTED Drawn: G.B Sheet: FP 2 XI T SWR MH 4.E.---'9.52120') -- LE. - 10.04 16'W) LE. - 10.41 (e'E)r. r. 1VBLOW-DFF ASSY. 1-8' PLUG LUJ) CONC. BLOCKING N 8815' - eqm .ry Al a . 3( 1 lI 11 i1 t FOR FUTURE )i CONNECITi0N.. I &RX II 134' STAKE f LOCATION t DEPTH LE. - 21.82 3 3 3 73 S�zz� 7a0(% /2 o Pbol 114' 1 . ' ... 1) STUB OUT TO PRO PtRTY.LI E t PLUG FOR FUTURE CT)ON )G E. - 20.86 • 15 LF 8'?VCC0. 11A440LE *8 RIM - 24.85 LF-. - 20.78 Di) LE. - 20.68 (OUT) 1 1 11 1 .l1. :AVE 114 SECTION. 26, TOWNSHIP 23 NORTH, RA.N.CE 4 , ST, TUKWILA, WASHINGTON _ FIRE DEPT. CONNECT- ,oN EX. SS. STUB It C n. NOTE: NEW 10' WIDECITY OF TUKWILA EASEMENTS WILL SE PROVIDED OVER ALL WATERVIANNS AND SANITARY SEWER -MAINS • 4. LE. - 11.07 46'N) L . • 10.81 18 -OUT) *I • SPECIAL NOTES: - _. . - CONNECTION TO EXIST. SAN. $EINE) 1. CONTRACTOR SHALL FIELD LOCATED i MID OF EXIST. 8' SAN. SEWER STUB (3 PLACES PER PLAN) E CONTACT EN(: NEER TO SURVEY AS -BUILT ELEV. TO DETERMINE PRECISE PPE SLOPE BETWi EN Tt(E STUB & MANHOLE. THEN THE • DESIGN WILE BE ADJUSTED SO THAT 1 wiE CONTINUATION OF THE PINE SLOPE TO NEW -1.1ANHOLE WILL _REMAIN THE' SAME. AN ADDITIONAL 1.4ANHOL£ MAY 8E REOUtRED -IF THE EXIST. SLOPE IS UNACCEPTABLE: FOR OUR DEPTH REOUIREMENTS. FOR . 1 THE PURPOSE OF THIS DESIGN, WE HAVE. ASSUMED AN EXISTING PPE SLOPE OF 1:0X. - 2. CONTRACTOR SHALL PROVIDE OWNER WI AS -BUILT SURVEY OF .DOMESTIC WATER _-_ SERVICE LINES CLEARLY )IDENTIFYING LINE PLACEMENT, METER LOCATIONS AND WATER \-%METER NUMBERS. S 88' 15'33' E 4 •. 2_� • ....• *4 -• -:. IOl'44'27' W 7.10' CLEANOUT RDD. - 25.40 LE. • 1620 TO STIP LE. -10.41 SEE SPECIAL NOTE LE. - 20.151181 RIM - 2432 LE. -19.80ON) 1,.E» •- 19.70 101. tf1 tip kSTRO01& OCATNS R &RCH. K dL?APTT.t'UvE ... - Cl WATER L INSTALL, H2' ' TAPPING TEE !f L ` 1-8' SATE VALVE 1FL „ CONC. THRUST BL00448 • 1-8' 90' CONC. BLOCKING 225.33' EXtS FIRE HYD. TO L A ED CONTRACTOR SHALL LOCATE 5'144. BD-11ND NEW CURB L PROVIDE 1. FITTNGS AS REO' f ED i! IN FiEL W/CITY • LOCATE ONE = a 75 LF 8'Dl - • Pe.T V • ,,V (PIV) STA 1 zoo 1cooNG 10 LF 810.L LO L tW/O •-4--""'"r HATER t l'lSTALL' • .'1.12'•$' TAPPING TEE 11-8' GATE VALVE tF' 1CONC. THRUST BLOC NG w AT ER SERV INSTALL, 2' WATER METER .2' WATER SERV CE :LOCATED BETWEEN .BACK OF EX$T. SDEW t THE PROPIg-tTY L.IC if` • 1l.. 6E0d R A MON PLANS - .CHECK VALVE SSY. IOCVA) 0 BE INSIDE DG. POST ATOR VALVE SPM t FIRE DEPT. - CONNECTION tFDC) MOUNTED ON EXTER?OR WALL J • XIST. WR Rih1 • I.E. • 8.82 124') Y. 6 0 �_. ,-- EXIST. pCVA wIFDC 'Pvc •2 LE. - 1 81 FRE IIYD. LE. - 18.98 \8l - - _ 1= i 4tY 4A.NT-ASSY • 11 R DETAIL. Sri -LUIS (1CO-8' GATE VALVE M:, BLOCK tf1'.fl ••• NSTALLI 1-8' TEE G.1.14 -L11-8' GATE VALVE aM ) /10 LF 8101 EXTENS)ON CONC. BLOCKING 1 1 1 SPRINKLER R00.1 LOCATION PER ARCH. PLAINS - DBL. CHECK VALVE ASSY. tDCVA) TO BE INSIDE BULD/NG. POST INDICATOR VALVE IPM t FIRE DEPT. CONtNECTK N tFDC) MOUNTED ON EXTER)OR WALL 1111111... MID 98 LF 6' PVC I8,BG CL P :0' [Fi 9 L1 '201 Ttt T LL' 1-8' TEE 0.4.11 CONC. BLOCKING 1 *6 EXIST. 4'3.4' PWR. VAULT TO REMA SEE.: tilgtoup -9 CONTACTOR SHALL IIAVE FIELD LOCATE SERVICE TOLOCATEI7"•Tt£JJ/G.P0WEA NOTIFY THr (-NG:NEER 7 -ME-EVENT THERE tS A CONFLICT- W!NEW LIA/NI-OLE LOCATION. 1 1 11 1 380 LF 8' Dl RI( 1.E. • 17.37 (81 XIST 313 IS 8' PVC 2 C.1. W APPROX. 15 1.5 8'PVC W 1.0% APPROX. 15 LF EXIST. SS STUB 1 1 1 1 1 1 1 AN. SEWER TUB S' 88'15'33' E SAN. SEWER STUB LE. • 12.74 EXIST. 12' SS ^I 306.70 - MANHOLE *4 RIM - 24.46 • LE. -18.95 I N) LE. ■ 18.85 TOUT) T AN. wtt'• LE. • 17.03 SEE SPECUL NOTE X T 2' WATER 1.1E ER 1 SERVICE LINE SCE SPECIAL NOTE -- WTR 1 Fi at u>C A( ai A.a. -41 EXIST. SWR NIN 1111.1 24.71 LE. - 9.89 112') i �r.�T•i �'rC:.i•� 2 -rte MS ADI - t,z Rooth 3101 13J)z.M ?Pal l PE Rood m , ast1A2C 1.puavl ?ROC- WT:fAtll.4LE k. 51-e'I ABEL. F f Ita1�31�a� TflizrAnA-1. EVA111, E ?)01I,Dla6, 'A- c:IRe IaKI, LI )Ao-I,1 I%IL,"-I'o` XIST SWR MIl RIM -22. 4 LE. • 12.34 021 LE. - 12.49 18'N) LE. • 12.59 (8'S) Strander M,RS T FIRE HYD. Boulevard EXIST. SWR ).4H Rl►� - 24.33 I.E. - 14.48 1)27 PLAN SCALE' 1' - 50' 2 fl./14G6 AT GIA,t'.F. 1200 TP HT wIo UIL.O Wt2 3� 13 - FIRESP21aIr,LETL WA - Ir.► it -45581°- EXIST. SWR Ir( - 4. • LE. - 16.48 (121 LE. - 116.6 t8'N) l 1 88 (e•Slfl U vv ... -r�'- -w1P,•-...,+ -. o3 N3 E PER THE ATTACHED LETTER The drawings affixed heretoe aCvety e of been reviewed and accepted by Tuk',vil.1 Fire Dept. Additions, deletions or revi ii.)ns to ties° 2rawings after this date will r0i1 this :.cce?tinee and will require .i res': brciittal of revised drawings. Fire 1 ' -:-. ;t:nce is subject to field- ins;)c ". 1 :_'i a representative of this depG.i :ZZ, 'nt• Y:..:....- ............ ......... DATE/�....7............ "' CITY OF TUKWILA 13 575-4407 • 2tk' POSSIBLE U/G POWER N CUT ROAD 1 INSTALL' ' 1. M'A MAIN AS SHOWN. RESTORE STREET PER DETAIL,SHT.C6/6 fit!-�aT-- - .tato ..rm►- FIELD LOCAT (W/CITY) d - A' 1ST. )2'Cl r WATER 1 INSTALL' 1-12';8' TAPPING TEE CFU 1-8' GATE VALVE tFL*MJ4 CONC. THRUST BLOCKNG 1 111.1 hot r At 1/ 404%47Ira wiir•z , etio veeeoieetts S •14✓, 6ti."le 7Z M -'I 4 r,�,�./t.►.�i ylr °liZ VW" A/rpse. r.44// le /Q eAliere Air ass, A di" 42.0( ms• 404/1 •cs ,,•e.. • 3 4// fr-eco/;4 4 40%ie i 're/ TUKWILA FIRE DEPARTMENT Ple:. se call: 575-440Z z nd ;hie this job 11 ..r..rr i^ nu ,:xact address for shute L4•111 or restoration approval: c )eS i .7.7t`~7. FACTORY MUTUAL ENGINEERING ASSOCIATION SEATTLE DISTRICT OFFICE PLANS ACCEPTED SUBJECT TO CHANGES INDICATED AND COMMENTS' IN TRANSMITTAL LETTER. FM approved equipment should be used and the installation should conform to FM recommended good practices. Final scceptonce of this job is subject to field exam• ination and will only be given when materials and tests- have been ceftified using; National Automatic Sprinkler and Fire Control Asaocietlon Form 85 or equivalent. A separate form should be submitted for each riser this acceptance is void if thorn are fluorescent lights or other obstructions not eredrty shown on these prints. Li,. bliity of the FM co Panic is limited to their Insurance policy coverages. R'Wiewed by Date / 29/_..f2 ATM rrIrl 1 1 TUKWILA. WASHINGTON 0 cr 4932 PIONEER CD PH. (206) 481-7669 Date: 6-89 Sheet: FP 1 f £1_F EL. R 44 1/ FRRST FLOOR - ELIC rA/L5PACE IVtANUr=At,TARE.R MODEL t#- ITEM 5Y1\1001. - PC -1 FC7Z--,5 CONTROL PANEL _ HOCHIKi AL -DCA- 1351115-z2.1_ Ft /R HEAT CST. FARADAY 40120/551.Z- STPOE3E NORM FC- 1 - — WATER FL©W A i-itoc-i-ii IQ 5 t..0 -Z4 F / -\5-22D 5 t-ioKS: CET i f .} 11 0 j L •-i 7-1 H t/ 4 BRAWL SPACE i SLAB f FOUNDATION 4 tr _ FIRST FLOOR I - 1 1 f • i r �} ----_---- Q ti - I f I it 1 CEPTED V ,T C3M lE_I\ITS. _ };I,_-3 0 F ' ii . _ ;",:T.0 1ED LETTER I11 rretothe haveCity bofn ee ;13, deletions -; -3-.Iter this z•n 3 will • t i innings. 3 �tield- i this r S The dr: ' reviewei , , - yulcwlA;, o; revis'5 date will rcciii1'e a I- na 1 acs ins; F� i -11z tL del ert DATE;3`.(� \\ ILA SOUTHCENTER PLA2-A • 7-u K1n! L-A L,�A _ 'TUKWILA FIRE DEPARTMEN SCALE: �!I u� :0 y APPROVED BY: Please call: 575-4407 and give this job DATE 1-2/2. elf c DRAWN RYA 1 REVISED "T J`I_ No. ,- a 33 HOLMES E.-EGTRIC✓ Co, and exact address for shut' down or restoration approval. 2_2 AY ► o ps i FZ F_ N TO 11) ci F2o DRAWING NUMBER 1OFI ELR ELR =-Cs!i L `"CRAWL. 5PAGE FIRST FLO©R • `tom PA+ L 4 • ~ t MAMA FAGTURER MODEL #- iT EM - SYNIBPL FGI SBP- 4- CONTRoLPANEL ;HOCHIKI AL -DCA- 135/H5- 2.2-1- FVR HEAT DET. :FARADAY (ol20/5512. STRO81< WORN i2 _ :FC -1 — WATER FL© _ A GG / rwc.- P/-/(- 1 -/AS BrrrA/ /1o1./60 t' -G.1 igL./ECT7R/41:14 ROCIAI _ .t A ti ,1 _ CRAWL S Pfd L E n " ELR FOUNDAT10N__ SLAB s_ 1 EI PC-F-12./CAC- [Zoof'1 • i RBST F1-0OR NOTE- FULLY G 1 I NKL.ED ir t R 4 ,e7;ate - - Ot TFICENTE _ PLAZA_ - =T t ILA;'wIA • SCALE:J/ib-I'= it0ti DATE: 12 /2-2709 APPROVED BY DRAWN "YR?1N IL -vista -77 • NQLMES El—Et—TRI C..a, 4 I4-2_2: 5-W-`RAYM Of\JD "RENTONa WA 9817 DRAW*4Q NUMB& �' I OF f