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PP - 435 MINKLER BLVD - NORDSTROM, INC. CORPORATE (DISPLAY) - PERMITS AND PLANS
435 MINKLER BLVD ASSOCIATED PERMITS 12-F-169 02-F-008 99-F-242 12-S-152 01-S-293 900998 889221 866070 866019 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.: °I3 -13x$223 Site Address: 435 M 1 N K -L E IZb B L VD Suite Number: Floor. Tenant Name: N 012 PST I C) t"'I 1 me) DUCT (©IJ New Tenant? ❑ - Yes M- No Property Owner's Name: Pew 6-1- L DEQ Lo PMI 1-1-r CO . Mailing Address: 240' 5 tJ€3. 11' T I4 U P W Y. b t.L Lt V U WA . QI 6001 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: GI A 12-( 4.0 Day Telephone: 2040 4=:.2.12- A47 Company Name: V 1 K 1 No, 4 u TO MAT 1C S P 12I t, t� L 1r t2 Co - Mailing Address: 31139 t S T 4"E.. S. SEATTLE City E-mail Address: Fax Number: WA . "le) State Zip Valuation of Project (contractor's bid price): $ ?. 5 00 - --- Scope 'Scope of Work (please provide detailed information): EAT it N D EA. STP R i . S . 145 P tZo`,/ I DE PIz47TEcTica4-1 Ta PEw P"IIJT boo T14 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: Date: 7 / "1 /IS Print Name: G+ A 12`1 Lc. L'j' LA'S Day Telephone: 104p 4022 - Plan Permit App.doc 5/14/10 TFD FP Form 8 Security Solutions 2700 Richards Road, Suite 202 Bellevue, WA 98005 July 25, 2012 FIRE ALARM SYSTEM SUBMITTAL TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fie Permit No. ra-F-/ 9 and exact address for shut- down or restoration approval. FOR NORDSTROMS QUALITY CENTER TUKWILA, WA ACCEPTED Izf Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance w t t current City :sndards. Acceptance is sub ed errors and {;missions which do nixJoiations of adopted andards and ponslbiiity for the , ith the designer. ,inese drawings after Nfli require a : <<h eut lent approval. nquacy of design:f 'd ions, delebo r date will void , • ubmittai of gal acceptance Tukwila Fire Pre.ve .;..? :ate: -/ and inspection by .-11 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 tear-;, PAID JUL 27 2012 TUKWILA FIRE c /ao LIST OF MATERIALS SUPPLIED TO: Sign Shop/ Edifice Construction, Inc. 435 Minkler Blvd. Tukwila, WA 98188 FOR FIRE ALARM MONITORING BY: ADT SECURITY SYSTEMS CONTACT: Tony Puetz TELEPHONE: 206-389-6943 REGISTRATION NUMBER: ADTSES I032O5 DATE: 12/20/01 QUANTITY MODEL DESCRIPTION NEW: EXISTING: 1 AL400UL 16 P2475 2 S2415 7 ADT-BGX-101L 1 Focus 200 1 429CAD 4amp Power Supply ADA Horn/Strobes ADA Strobes Addressable Manual Pull Stations Fire Alarm Control Unit Smoke Detector NOTE: This installation is an addition to an existing fire alarm system. Battery Calculation Worksheet tLCQ Fire & . d (all currents stated in mA) Security 12/20/01 PROJECT: Sign Shop/Edifice Construction, Tukwila, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices Focus 200 Fire Alarm 1 300 440 300 440 ADT -BG -101 LX Addressable Manual Pull Station 7 0.002 0.01 0 0 443.07 Total System Standby A/H N/A 7.22 0 0 Total System Current _ N/A 7.26 300 440 Smoke Detectors / Auxiliary Devices 4723736 Smoke Detector 1 1 3 1 3 ADT -BG -101 LX Addressable Manual Pull Station 7 0.002 0.01 0.014 0.07 443.07 Total System Standby A/H N/A 7.22 0 0 0.04 Min. A/H Battery N/A 7.26 N/A 0 Device Totals 9 I 9.44 I 1.014 3.07 Notification Appliances (list all) Standby Hrs. Required N/A 24 N/A 0 5 Total System Standby mA N/A 301.014 N/A 0 443.07 Total System Standby A/H N/A 7.22 N/A 0 0.04 Min. A/H Battery N/A 7.26 N/A 0 Notification Appliance Totals 0 I 9.44 I N/A 0 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 301.014 Total System Alarm mA 443.07 Total System Standby A/H 7.22 Total System Alarm A/H 0.04 Min. A/H Battery 7.26 ADD 30% FOR BATTERY DEPLETION 2.18 Required A/H Battery I 9.44 I A/H BATTERY PROVIDED FOR SYSTEM 14 Battery Calculation Worksheet tgcQ Fire & , d (all currents stated in nA) Security 12/20/01 PROJECT: Sign Shop/Edifice Construction, Tukwila, WA Device Quantity of Standby mA Alarm mA Total Device Total Device Description Devices Per Device Per Device Standby mA Alarm mA System Devices AL400UL 4amp Power Supply 1 175 175 175 175 S2415 Strobes 2 N/A 80 0 0 Min. A/H Battery 4.45 N/A 1.34 0 0 N/A 0 0 Device Totals 1 0 0 Total System Current 175 _ 175 Smoke Detectors / Auxiliary Devices P2475 Horn/Strobe 16 N/A 167 N/A 2672 S2415 Strobes 2 N/A 80 0 0 Min. A/H Battery 4.45 N/A 1.34 0 0 N/A 0 _ 0 Device Totals 1 0 0 Notification Appliances (list all) P2475 Horn/Strobe 16 N/A 167 N/A 2672 S2415 Strobes 2 N/A 80 N/A 160 Min. A/H Battery 4.45 N/A 1.34 N/A 0 N/A N/A 0 Notification Appliance Totals 0 N/A , 2832 Summary Section Standby Hrs. Required 24 Alarm Sounding Minutes 5 Total System Standby mA 175 Total System Alarm mA 3007 Total System Standby A/H 4.20 Total System Alarm A/H 0.25 Min. A/H Battery 4.45 ADD 30% FOR BATTERY DEPLETION 1.34 Required A/H Battery 5.79 A/H BATTERY PROVIDED FOR SYSTEM 7 COSCO FIRE PROTECTION, INC. 10910 - 117TH PLACE, N.E. KIRKLAND, WA 98033-5027 HYDRAULIC' CALCUL ,TIONS FOR NORDSTROM SIGN SHOP 435 MINKLER BLVD. TUKWILA, WA FILE NUMBER: KD5145 DATE: 11/30/01 -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: ORIDINARY HAZARD GROUP 1 .13 gpm / 3000 sq. ft. 3005 sq. ft. 130 sq. ft. 29 sprinklers 528.6 gpm 1178.6 gpm 678.6 gpm @ 39.3 psi 1/2 inch NAME OF CONTRACTOR: COSCO FIRE PROTECTION DESIGN/LAYOUT BY: MATT JONES AUTHORITY HAVING JURISDICTION: W.S.R.B. AND CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: COSCOFP11ONM/WA CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4903012830) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS • Page 1 DATE: 11/30/2001 - C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP WATER SUPPLY DATA SOURCE STATIC RESID_ FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG ' (PS'I) (PSI)- (GPM) (PSI) (GPM) (PSI) SOURCE 130.0 20.0- 8900.0 127.4. 1178:6 53.3 • AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 1178.6 GPM 500.0 GPM 150.0 GPM 528.6 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 10.0 K= 5.62 7.8 15.7 102 10.0 K= 5.62 8.1 16.0 103 10.0 K= 5.62 10.2 18.D 104 10.0 K= 5.62 11.8 19.3 105 10.0 K= 5.62 10.0 17.8 106 10.0 K= 5.62 .10.6 18.3 107 10.0 K= 5.62 11.5 19.1 108 10.0 K= 5.62 11.9 19.4 109 10.0 K= 5.62 9.1 16.9 110 10.0 K= 5.62 8.5 16.4 111 10.0 K= 5.62 8.0 15.9 112 10.0 K= 5.62 8.4 16.3 113 10.0 K= 5.62 10.5 18.2 114 10.0 K= 5.62 12.1 19.5 115 10.0 K= 5.62 8.2 16.1 116 10.0 K= 5.62 8.6 16.5 117 10.0 K= 5.62 10.8 18.5 118 10.0 K= 5.62 12.4 19.8 119 10.0 K= 5.62 8.8 16.7 120 10.0 K= 5.62 9.3 17.2 121 10.0 K= 5.62 12.3 4149.7 122 10.0 K= 5.62 9.2 17.0 123 10.0 K= 5.62 9.6 17.4 124 10.0 K= 5.62 12.0 19.5 125 10.0 K= 5.62 13.8 20.9 126 10.0 K= 5.62 9.8 17.6 127 10.0 K= 5.62 10.4 18.1 128 10.0 K= 5.62 13.6 20.7 129 10.0 K= 5.62 21.7 26.2 1 23.1 3.4 2 23.1 4.1 3 23.1 6.5 4 23.1 8.4 5 23.1 6.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/30/2001 JOB TITLE: NORDSTROM SIGN SHOP NODE ANALYSIS DATA (cont.) C:\HASSDATA\KD5145.SDF NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 6: 23.1 7.0 7 23.1 8.1 8 23.1 8.5 9. 23.1 5.2 10 23.1 4.3 11 23.1 3.7 12 23.1 4.3 13 23.1 6.8 14 23.1 8.7 15 23.1 - 3.9 16 23.1 4.6 17 23.1 7.2 18 23.1 9.1 19 23.1 4.6 20 23.1 5.5 21 23.1 8.9 22 23.1 5.0 23 23.1 5.8 24 23.1 8.6 25 23.1 - - 10.8 26 - 23.1 - 5.7 27 - 23.1 6.7 28 23.1 10.5 29 23.1 20.0 30 23.1 9.2 31 23.1 9.5 32 23.1 10.0 33 23.1 11.7 34 23.1 20.1 CM1 22.6 17.4 CM2 22.6 17.6 CM3 22.6 18.3 CM4 22.6 20.8 CM5 22.6 20.8 CM6 22.6 21.4 CM7 23.4 23.4 CM8 23.4 28.3 CM9 23.4 28.9 TOR 23.4 29.0 AV 4.0 37.5 GV 2.0 38.4 BOR 0.0 HOSE STREAM 39.3 150.0 BFO -8.0 42.9 BFI -8.0 52.9 UG1 -8.0 52.9 UG2 -8.0 53.1 SOURCE -8.0 SOURCE 53.3 678.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/30/2001 JOB TITLE: NORDSTROM SIGN SHOP PIPE DATA C:\HASSDATA\KD5145.SDF PIPF TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) ` FL/FT (PSI) Pipe: 1 -15.7 1.049 PL 13.50 PF•• 1.3 101 10.0 5.6 7.8 15.7 5.8 120 FTG E PE -5.7 1 23.1 0.0 3.4 0.0 0.083 TL 15.50 PV 0.2 Pipe: 2 -16.0 1.049 PL 13.50 'PF 1.6 102 10.0 5.6 8.1 16.0 6.0 120 FTG T PE -5.7 2 23.1 0.0 4.1 0.0 0.087 TL 18.50 PV 0.2 Pipe: 3 -18.0 1.049 PL 13.50 PF 2.0 103 10.0 5.6 10.2 18.0 6.7 120 FTG T PE -5.7 3 23.1 0.0 6.5 0.0 0.107 TL 18.50 PV 0.3 Pipe: 4 -19.3 1.049 PL 13.50 PF 2.3 104 10.0 5.6 11.8 19.3 7.2 120 FTG T PE -5.7 4 23.1 0.0 8.4 0.0 0.122 TL 18.50 -PV 0.3 Pipe: 5 -17.8 1.049 PL 13.50 'PF 1.6 105 10.0 5.6 10.0 17.8 6.6 120 FTG E PE -5.7 5 23.1 0.0 6.0 0.0 0.105 TL 15.50 -PV 0.3 Pipe: 6 -18.3 1.049 PL 13.50 PF 2.0 106 10.0 5.6 10.6 18.3 6.8 120 FTG T PE -5.7 6 23.1 0.0 7.0 0.0 0.111 TL 18.50 •PV 0.3 Pipe: 7 -19.1 1.049 PL 13.50 PF 2.2 107 10.0 5.6 11.5 19.1 7.1 120 FTG T PE -5.7 7 23.1 0.0 8.1 0.0 0.119 TL 18.50 PV 0.3 Pipe: 8 -19.4 1.049 PL 13.50 PF 2.3 108 10.0 5.6 11.9 19.4 7.2 120 FTG T PE -5.7 8 23.1 0.0 8.5 0.0 0.123 TL 18.50 PV 0.3 Pipe: 9 -16.9 1.049 PL 13.50 PF 1.8 109 10.0 5.6 9.1 16.9 6.3 120 FTG T PE -5.7 9 23.1 0.0 5.2 0.0 0.096 TL 18.50 PV 0.3 Pipe: 10 -16.4 1.049 PL 13.50 PF 1.4 110 10.0 5.6 8.5 16.4 6.1 120 FTG E PE -5.7 10 23.1 0.0 4.3 0.0 0.090 acIL I=5.5'0 "PV 0.2 Pipe: 11 -15.9 1.049 PL 13.50 PF 1.3 111 10.0 5.6 8.0 15.9 5.9 120 FTG E PE -5.7 11 23.1 0.0 3.7 0.0 0.085 TL 15.50 PV 0.2 Pipe: 12 -16.3 1.049 PL 13.50 PF 1.6 112 10.0 5.6 8.4 16.3 6.0 120 FTG T PE -5.7 12 23.1 0.0 4.3 0.0 0.089 TL 18.50 PV 0.2 Pipe: 13 -18.2 1.049 PL 13.50 PF 2.0 113 10.0 5.6 10.5 18.2 6.8 120 FTG T PE -5.7 13 23.1 0.0 6.8 0.0 0.109 TL 18.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/30/2001=C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) _ SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 - -19.5 1.049 PL 13.50 PF 2.3 114 10.0 5.6 12.1 19.5 7.3 120 FTG T PE -5.7 14 23.1 0.0 8.7 9.0 0.125 TL 18.56 PV'- 0.4 Pipe: 15 -16.1 1.049 PL 13.50 PF 1.4 115 10.0 5.6 8.2 16.1 6.0 120 FTG E PE -5.7 15 23.1 0.0 3.9 0.0 0.087 TL 15.50 PV 0.2 Pipe: 16 -16.5 1.049 PL 13.50 PF 1.7 116 10.0 5.6 8.6 16.5 6.1 120 FTG T PE -5.7 16 23.1 0.0 4.6 0.0 0.091 TL 18.50 PV 0.3 Pipe: 17 -18.5 1.049 PL 13.50 PF 2.1 117 10.0 5.6 10.8 18.5 6.9 120 FTG T PE -5.7 17 23.1 0.0 7.2 0.0 0.112 TL 18.50 PV 0.3 Pipe: 18 -19.8 1.049 PL 13.50 PF 2.4 118 10.0 5.6 12.4 19.8 7.4 120 FTG T PE -5.7 18 . 23.1 0.0 9.1 0.0 0.128 TL 18.50 PV 0.4 Pipe: 19 -16.7 1.049 PL 13.50 PF 1.4 119 10.0 5.6 8.8 16.7 6.2 120 FTG E PE -5.7 19 23.1 0.0 4.6 0.0 0.093 TL 15.50 PV 0.3 Pipe: 20 -17.2 1.049 PL 13.50 PF 1.6 120 10.0 5.6 9.3 17.2 6.4 120 FTG ' T PE -5.7 20 23.1 0.0 5.5 .0.0 0.098 TL 18.50 PV 0.3 Pipe: 21 -19.7 1.049 PL 13.50 PF 2.3 121 10.0 5.6 12.3 19.7 7.3 120 FTG T PE -5.7 21 23.1 0.0 8.9 0.0 0.126 TL 18.50 PV 0.4 Pipe: 22 -17.0 1.049 PL 13.50 PF 1.5 122 10.0 5.6 9.2 17.0 6.3 120 FTG E PE -5.7 22 23.1 0.0 5.0 0.0 0.097 TL 15.50 PV 0.3 Pipe: 23 -17.4 1.049 PL 13.50 PF 1.9 123 10.0 5.6 9.6 17.4 6.5 120 FTG T PE -5.7 23 23.1 0.0 5.8 0.0 0.100 TL .18.50 PV 10.3 Pipe: 24 -19.5 1.049 PL 13.50 PF 2.3 124 10.0 5.6 12.0 19.5 7.2 120 FTG T PE -5.7 24 23.1 0.0 8.6 0.0 0.124 TL 18.50 PV 0.4 Pipe: 25 -20.9 1.049 PL 13.50 PF 2.6 125 10.0 5.6 13.8 20.9 7.8 120 FTG T PE -5.7 25 23.1 0.0 10.8 0.0 0.141 TL 18.50 PV 0.4 Pipe: 26 -17.6 1.049 PL 13.50 PF 1.6 126 10.0 5.6 9.8 17.6 6.5 120 FTG E PE -5.7 26 23.1 0.0 5.7 0.0 0.102 TL 15.50 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/30/2001 = C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) DIA(IN) LENGTH "PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) - Pipe: 27 • -18.1 1.049 PL 13.50 PF 2.0 127 10.0 5.6 10.4 18.1 6.7 a20 FTG - T PE -5.7 27 = 23.1 0.0 6.7 0.0 0.108 TL 18.50; PV•- 0.3 Pipe: 28 -20.7 1.049 PL 13.50 PF 2.6 128 10.0 5.6 13.6 20.7 7.7 120 FTG T PE -5.7 28 23.1 0.0 10.5 0.0 0.139 TL 18.50 PV 0.4 Pipe: 29 -26.2 1.049 PL 13.50 PF 4.0 129 10.0 5.6 21.7 26.2 9.7 120 FTG T PE -5.7 29 23.1 0.0 20.0 0.0 0.-214 TL 18.50 PV 0.6 Pipe: 30 -15.7 1.049 PL 8.00 PF 0.7 1 23.1 0.0 3.4 0.0 5.8 120 FTG ---- PE 0.0 2 23.1 0.0 4.1 0.0 0.083 TL 8.00 PV 0.2 Pipe: 31 _ -31.7 1.049 PL 8.00 PF 2.4 2 23.1 0.0 4.1 0.0 11.8 120 FTG ---- PE 0.0 3 23.1 0.0 6.5 0.0 0.306 TL 8.00 PV 0.9 Pipe: 32 -49.7 1.380 PL 10.00 :PF 1.8 3 23.1 0.0 6.5 0.0 10.7 120 FTG ---- -PE 0.0 4 23.1 0.0 8.4 0.0 0.184 TL 10.00 PV 0.8 Pipe: 33 -69.0 1._610 PL 5.00 PF 0.8 4 23.1 0.0 8.4 0.0 10.9 120 FTG ---- PE 0.0 30 23.1 0:0 9.2 0.0 0.16b TL 5.00 -PV 0.8 Pipe: 34 -17.8 1.049 PL 10.00 PF 1.0 5 23.1 0.0 6.0 0.0 6.6 120 FTG ---- PE 0.0 6 23.1 0.0 7.0 0.0 0.105 TL 10.00 PV 0.3 Pipe: 35 -36.1 1.380 PL 10.00 PF 1.0 6 23.1 0.0 7.0 0.0 7.8 120 FTG ---- PE 0.0 7 23.1 0.0 8.1 0.0 0.102 TL 10.00 PV 0.4 Pipe: 36 -55.2 1.380 PL 5.00 PF 1.1 7 23.1 0.0 8.1 0.0 11.8 120 FTG ---- PE 0.0 30 23.1 0.0 9.2 0.0 0.224 TL ''5.00 PV 0.9 Pipe: 37 -15.9 1.049 PL 8.00 PF 0.7 11 23.1 0.0 3.7 0.0 5.9 120 FTG ---- PE 0.0 12 23.1 0.0 4.3 0.0 0.085 TL 8.00 PV 0.2 Pipe: 38 -32.1 1.049 PL 8.00 PF 2.5 12 23.1 0.0 4.3 0.0 11.9 120 FTG ---- PE 0.0 13 23.1 0.0 6.8 0.0 0.313 TL 8.00 PV 1.0 Pipe: 39 -50.3 1.380 PL 10.00 PF 1.9 13 23.1 0.0 6.8 0.0 10.8 120 FTG ---- PE 0.0 14 23.1 0.0 8.7 0.0 0.189 TL 10.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 11/30/2001 C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES - (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -69.9 1.610 PL 5.00 PF 0.8 14 23.1 0.0 8.7 0.0 :11.0 120 FTG ---- PE 0.0 31 2$.1 0.0 9.5 0.0 - 0.163 TL 5.00 PV- .0.8 Pipe: 41 -16.4 1.049 PL 10.00 PF 0.9 10 23.1 0.0 4.3 0.0 6.1 120 FT ---- PE 0.0 9 23.1 0.0 5.2 0.0 0.090 TLS 10.00 PV 0.2 Pipe: 42 -33.3 1.049 PL 10.00 PF 3.3 9 23.1 0.0 5.2 0.0 12.4 120 FTG ---- PE 0.0 8 23.1 0.0 8.5 0.0 0.335 TL 10.00 PV 1.0 Pipe: 43 -52.7 1.380 PL 5.00 PF 1.0 8 23.1 0.0 8.5 0.0 11.3 120 FTG ---- PE 0.0 31 23.1 0.0 9.5 0.0 0.206 TL 5.00 PV 0.9 Pipe: 44 -16.1 1.049 PL 8.00 PF 0.7 15 23.1 0.0 3.9 0.0 6.0 120 FTG ---- PE 0.0 16 . 23.1 0.0 4.6 0.0 - 0.087 TL 8.00 PV 0.2 Pipe: 45 -32.6 1.049 PL 8.00 PF 2.6 16 23.1 0.0 4.6 0.0 12.1 120 FTG ---- PE 0.0 17 23.1 0.0 7.2 0.0 0.322 TL 8.00 PV 1.0 Pipe: 46 -51.1 1.3.80 PL 10.00 PF 1.9 17 23.1 0.0 - 7.2 0.0 11.0 120 FTG ---- PE 0.0 18 23:1 0.0 9.1 0.0 0.194 TL 10.00 PV 0.8 Pipe: 47 -70.9 1.610 PL 5.00 PF 0.8 18 23.1 0.0 9.1 0.0 11.2 120 FTG ---- PE 0.0 32 23.1 0.0 10.0 0.0 0.168 TL 5.00 PV 0.8 Pipe: 48 -16.7 1.049 PL 10.00 PF 0.9 19 23.1 0.0 4.6 0.0 6.2 120 FTG ---- PE 0.0 20 23.1 0.0 5.5 0.0 0.093 TL 10.00 PV 0.3 Pipe: 49 -33.8 1.049 PL 10.00 PF 3.4 20 23.1 0.0 5.5 0.0 12.6 120 FTG ---- PE 0.0 21 23.1 0.0 8.9 0.0 0.344 TL 10.00 PV 1.1 Pipe: 50 -53.5 1.380 PL 5.00 PF 1.1 21 23.1 0.0 8.9 0.0 11.5 120 FTG ---- PE 0.0 32 23.1 0.0 10.0 0.0 0.211 TL 5.00 PV 0.9 Pipe: 51 -17.0 1.049 PL 8.00 PF 0.8 22 23.1 0.0 5.0 0.0 6.3 120 FTG ---- PE 0.0 23 23.1 0.0 5.8 0.0 0.097 TL 8.00 PV 0.3 Pipe: 52 -34.4 1.049 PL 8.00 PF 2.8 23 23.1 0.0 5.8 0.0 12.8 120 FTG ---- PE 0.0 24 23.1 0.0 8.6 0.0 0.355 TL 8.00 PV 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/30/2001 C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT _ (PSI) Pipe: 53 -513.9 1:380 PL 10.-00 PF 2.1 24 = 23.1 0.0 8.6 0.0 11.6 120 FTG ---- PE 0.0 25 - 23.1 0.0 10.8 0.0 0.214 TL 10.-00 PV' -.0.9 Pipe: 54 -74.8 1.610 PL 5.00 PF 0.9 25 23.1 0.0 40.8 0.0 11.8 120 FTG ---- PE 0.0 33 23.1 0.0 '11.7 0.0 0.185 TL 5.00 PV 0.9 Pipe: 55 -17.6 1.049 PL 10.00 PF 1.0 26 23.1 0.0 5.7 0.0 6.5 120 FTG ---- PE 0.0 27 23.1 0.0 6.7 0.0 0.102 TL 10.00 PV 0.3 Pipe: 56 -35.7 1.049 PL 10.00 PF 3.8 27 23.1 0.0 6.7 0.0 13.2 120 FTG ---- PE 0.0 28 23.1 0.0 10.5 0.0 0.380 TL 10.00 PV 1.2 Pipe: 57 -56.4 1.380 PL 5.00 PF 1.2 28 23.1 0.0 10.5 0.0 12.1 120 FTG ---- PE 0.0 33 . - 23.1 0.0 11.7 0.0 0.233 TL 5.00 PV 1.0 Pipe: 58 -26.2 1.610 PL 5.00 PF 0.1 29 23.1 0.0 20.0 0.0 4.1 120 FTG ---- PE 0.0 34 23.1 0.0 20.1 0.0 0.027 TL 5.00 PV 0.1 Pipe: 59 -124.2 1.610 PL 1.00 PF 8.1 30 23.1 0.0 9.2 0.0 19.6 120 FTG 2T FE 0.2 CM1 22.6 0.0 17.4 0.0 0.474 TL 17.00 PV 2.6 Pipe: 60 -122.6 1.610 PL 1.00 PF 7.9 31 23.1 0.0 9.5 0.0 19.3 120 FTG 2T PE 0.2 CM2 22.6 0.0 17.6 0.0 0.463 TL 17.00 PV 2.5 Pipe: 61 -124.4 1.610 PL 1.00 PF 8.1 32 23.1 0.0 10.0 0.0 19.6 120 FTG 2T PE 0.2 CM3 22.6 0.0 18.3 0.0 0.475 TL 17.00 PV 2.6 Pipe: 62 -131.2 1.610 PL 1.00 PF 8.9 33 23.1 0.0 11.7 0.0 20.7 120 FTG 2T PE 0.2 CM4 22.6 0.0 20.8 0.0 0.524 TL 17.00 PV 2.9 Pipe: 63 -26.2 1.610 PL 1.00 PF 0.5 34 23.1 0.0 20.1 0.0 4.1 120 FTG 2T PE 0.2 CM5 22.6 0.0 20.8 0.0 0.027 TL 17.00 PV 0.1 Pipe: 64 -124.2 3.260 PL 12.00 PF 0.2 CM1 22.6 0.0 17.4 0.0 4.8 120 FTG ---- PE 0.0 CM2 22.6 0.0 17.6 0.0 0.015 TL 12.00 PV 0.2 Pipe: 65 -246.8 3.260 PL 12.00 PF 0.7 CM2 22.6 0.0 17.6 0.0 9.5 120 FTG ---- PE 0.0 CM3 22.6 0.0 18.3 0.0 0.054 TL 12.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 11/30/2001 C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS." END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) _ SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (-PSI) Pipe: -66 -371.2 3.260 PI, 7.00 PF 3.1 CM3 22.6 0.0 18.3 0.Q 14.3 120 FTG. T PE 0.0 CM6 :22.6 0.0 21.4 0.0 - 0.116 TL 27.20 PV*- i.4 Pipe: 67 -26.2 3.260 PL 12.00 PF 0.0 CM5 22.6 0.0 20.8 0.0 1.0 120 FTG ---- PE 0.0 CM4 22.6 0.0 20.8 0.0 0.001 TL 12.00 PV 0.0 Pipe: 68 -157.3 3.260 PL 6.00 PF 0.6 CM4 22.6 0.0 20.8 0.0 6.0 120 FTG T PE 0.0 CM6 22.6 0.0 21.4 0.0 0.024 TL 26.20 PV 0.2 Pipe: 69 -528.6 3.260 PL 1.00 PF 2.3 CM6 22.6 0.0 21.4 0.0 20.3 120 FTG E PE -0.4 CM7 23.4 0.0 23.4 0.0 0.222 TL 10.40 PV 2.8 Pipe: 70 -528.6 3.260 PL 2.00 PF 4.9 CM7 23.4 0.0 23.4 0.0 20.3 120 FTG T PE 0.0 CM8 • 23.4 0.0 28.3 0.0 0.222 TL 22.20 PV 2.8 Pipe: 71 -528..6 8.249 PL 220.00 PF 0:.6 CM8 23.4 0.0 28.3 0.0 3.2 120 FTG E PE 0_0 CM9 23.4 0.0 28.9 0.0 _ 0.002 TL 240.00 PV 0.1 Pipe: 72 -528.6 8.249 PL 10.00 PF 0.1 CM9 23.4 0.0 28.9 0.'0 3.2 120 FTG E PE 0.0 TOR 23.4 0.0 29'.0 0.0 0.002 TL 30.00 PV 0:1 Pipe: 73 -528.6 8.249 PL 22.00 PF 0.2 TOR 23.4 0.0 29.0 0.0 3.2 120 FTG A PE 8.4 AV 4.0 0.0 37.5 0.0 0.002 TL 67.60 PV 0.1 Pipe: 74 -528.6 8.249 PL 2.00 PF 0.0 AV 4.0 0.0 37.5 0.0 3.2 120 FTG G PE 0.9 GV 2.0 0.0 38.4 0.0 0.002 TL 6.40 PV 0.1 Pipe: 74A -528.6 8.265 PL 2.00 PF 0.0 GV 2.0 0.0 38.4 0.0 3.2 140 FTG ---- PE 0.9 BOR 0.0 H.S. 39.3 150.0 0.002 TL rt<2.00 PV 0.1 Pipe: 75 -678.6 8.265 PL 10.00 PF 0.1 BOR 0.0 H.S. 39.3 150.0 4.1 140 FTG E PE 3.5 BFO -8.0 0.0 42.9 0.0 0.003 TL 36.90 PV 0.1 Pipe: 76 FIXED PRESSURE LOSS DEVICE BFI -8.0 0.0 52.9 0.0 10.0 psi, 678.6 gpm BFO -8.0 0.0 42.9 0.0 Pipe: 77 -678.6 8.265 PL 5.00 PF 0.1 BFI -8.0 0.0 52.9 0.0 4.1 140 FTG E PE 0.0 UG1 -8.0 0.0 52.9 0.0 0.003 TL 31.90 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 11/30/2001 JOB TITLE: NORDSTROM SIGN SHOP PIPE TAG Q(GPM) END ELEV. NOZ. PT DISC. VEL(FPS) NODES (FT) (K) (PSI) (GPM)- ;Pipe: UG1 .UG2 78 - 8.0 - 8.0 0.0 52.9 0.0 53.1 .Pipe: 79 UG2 -8.0 0.0 SOURCE -8.0 SRCE C:\HASSDATA\KD5145.SDF DIA(IN) LENGTH HW(C) (FT) FL/FT -678.6 8.265 PL 25.00 0.0 .4.1 140 FTG E 0.0 0.003 TL 51.90 -678.6 8.265 53.1 0.0 4.1 140 53.3 (N/A) 0.003 PL 25.00 FTG T TL 77.30 PRESS. SUM. (PSI) PF PE PV PF PE PV 0.1 0.0 • 0.1 NOTES: (1) Calculations were performed by the HASS 7.3 computer program under license no. -4903012830 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.163 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system.:_ Maximum water velocity is 20,7 ft/sec at pipe 62. - (4) PIPE FITTINGS TABLE Pipe Table Name: MOST.PIP PAGE: A Diameter (in) 1.049 1.380 1.610 MATERIAL: SCH.40 E Ell HWC: 120 Equivalent Fitting Lengths in Feet T L C B G A Tee LngEll ChkVly BfyVly GatVly AlmChk 0.2 0.0 0.1 D F DPV1v 45E11 H Q 22/Ell 11gE11 2.00 5.00 0.50 0.30 3.00 6.00 0.80 0.40 4.00 8.00 1.00 0.50 I S U V W Couplg FM90E1 FM45E1 FMTee FMRunT 2.00 5.00 6.00 1.00 17.00 1.00 6.00 5.00 9.00 0.00 2.00 7.00 6.00 1.00 17.00 1.00 7.00 5.50 10.0.0.- .0.00 2.00 9.00 6.00 1.00 17.00 1.00 8.00 6.00 12.00 0.00 23.00 23.00 23.00 1.00 1.50 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 11/30/2001 C:\HASSDATA\KD5145.SDF JOB TITLE: NORDSTROM SIGN SHOP PAGE: B MATERIAL: SCH.10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G : A D F Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPV1v -45E11 ti H Q I S U V W 22/Ell 1lgE11 Couplg FM90E1 FM45E1 FMTee FMRunT 3.260 9.40 20.20 6.70 21.50 13.40 1.30 22.80 39.00 4.70 2.40 1.20 1.30 ,14.80 10.10 25.50 0.00 8.249 20.00 38.90 14.50 150.00 13.30 4.40 45.60 41.50 10.00 5.00 2.50 1.10 24.50 14.50 43.40 0.00 PAGE: D MATERIAL: DI -52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D F Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v 45E11 22/Ell 11gE11 8.265 26.90 52.30 19.40 67.20 17.90 6.00 61.20 47.20 13.40 6.70 3.40 0.00 VIKING AUTOMATIC SPRINKLER COMPANY 3434 1ST AVENUE SOUTH SEATTLE, WA 98134-1894 HYDRAULIC CALCULATIONS FOR Nordstrom - Paint Booth Tukwila,Wa. FILE NUMBER: Booth.sdf DATE: 7/9/12 -DESIGN DATA - OCCUPANCY CLASSIFICATION: Extra Hazard Group 2 DENSITY: .40 AREA OF APPLICATION: Entire Booth & Exh. Duct COVERAGE PER SPRINKLER: 84 sq. ft. max. NUMBER OF SPRINKLERS CALCULATED: 4 TOTAL SPRINKLER WATER FLOW REQUIRED: 135.3 gpm TOTAL WATER REQUIRED (including hose): 635.3 gpm FLOW AND PRESSURE (@ Source): 635.3 gpm @ 98.3 psi SPRINKLER ORIFICE SIZE: K = 5.6 NAME OF CONTRACTOR: Viking Fire Protection DESIGN/LAYOUT BY: Gary Coltes AUTHORITY HAVING JURISDICTION: City of Tukwila CONTRACTOR CERTIFICATION NUMBER: VIKINAS373NT SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 130.0 20.0 8000.0 129.0 635.3 98.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 635.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 135.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 10.0 K= 5.53 37.0 33.7 1A 10.2 - - - - 38.0 - - - 2 25.5 K= 5.53 30.0 30.3 2A 10.2 - - - - 38.1 - - - 3 10.0 K= 5.53 36.9 33.6 3A 10.2 - - - - 38.2 - - - 4 10.0 K= 5.53 46.7 37.8 4A 10.2 - - - - 39.3 - - - A 23.0 76.6 B 23.0 77.0 C 23.0 77.0 TOR 23.0 77.0 FLG 1.0 86.6 UG -3.0 88.3 BF2 -3.0 88.3 BF1 -3.0 - - - - 98.3 - - - SRC -3.0 SOURCE 98.3 135.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -33.7 1.380 PL 2.50 PF 1.0 1 10.0 5.5 37.0 33.7 7.2 120 FTG ET PE -0.1 1A 10.2 0.0 38.0 0.0 0.090 TL 11.50 PV Pipe: 2 -30.3 1.380 PL 15.25 PF 1.6 2 25.5 5.5 30.0 30.3 6.5 120 FTG T PE 6.6 2A 10.2 0.0 38.1 0.0 0.074 TL 21.25 PV Pipe: 3 -33.6 1.380 PL 3.50 PF 1.4 3 10.0 5.5 36.9 33.6 7.2 120 FTG 2ET PE -0.1 3A 10.2 0.0 38.2 0.0 0.089 TL 15.50 PV Pipe: 4 97.5 1.380 PL 2.50 PF 7.4 4 10.0 5.5 46.7 37.8 20.9 120 FTG ET PE -0.1 4A 10.2 0.0 39.3 0.0 0.642 TL 11.50 PV Pipe: 5 -33.7 1.610 PL 4.00 PF 0.2 1A 10.2 0.0 38.0 0.0 5.3 120 FTG ---- PE 0.0 2A 10.2 0.0 38.1 0.0 0.042 TL 4.00 PV Pipe: 6 -63.9 1.610 PL 0.50 PF 0.1 2A 10.2 0.0 38.1 0.0 10.1 120 FTG ---- PE 0.0 3A 10.2 0.0 38.2 0.0 0.139 TL 0.50 PV Pipe: 7 -97.5 1.610 PL 3.50 PF 1.1 3A 10.2 0.0 38.2 0.0 15.4 120 FTG ---- PE 0.0 4A 10.2 0.0 39.3 0.0 0.303 TL 3.50 PV Pipe: 8 -135.3 1.610 PL 48.00 PF 35.5 4 10.0 5.5 46.7 37.8 21.3 120 FTG 2ET PE -5.6 A 23.0 0.0 76.6 0.0 0.555 TL 64.00 PV Pipe: 9 -135.3 4.026 PL 32.00 PF 0.3 A 23.0 0.0 76.6 0.0 3.4 120 FTG T PE 0.0 B 23.0 0.0 77.0 0.0 0.006 TL 52.00 PV Pipe: 10 -135.3 6.065 PL 20.00 PF 0.0 B 23.0 0.0 77.0 0.0 1.5 120 FTG ---- PE 0.0 C 23.0 0.0 77.0 0.0 0.001 TL 20.00 PV Pipe: 11 -135.3 7.981 PL 232.00 PF 0.1 C 23.0 0.0 77.0 0.0 0.9 120 FTG 2E PE 0.0 TOR 23.0 0.0 77.0 0.0 0.000 TL 268.00 PV Pipe: 12 -135.3 7.981 PL 22.00 PF 0.0 TOR 23.0 0.0 77.0 0.0 0.9 120 FTG GA PE 9.5 FLG 1.0 0.0 86.6 0.0 0.000 TL 57.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -135.3 8.270 PL 10.00 PF 0.0 FLG 1.0 0.0 86.6 0.0 0.8 140 FTG EL PE 1.7 UG -3.0 0.0 88.3 0.0 0.000 TL 59.03 PV Pipe: 14 -135.3 10.280 PL 100.00 PF 0.0 UG -3.0 0.0 88.3 0.0 0.5 140 FTG 2E PE 0.0 BF2 -3.0 0.0 88.3 0.0 0.000 TL 166.30 PV Pipe: 15 FIXED PRESSURE LOSS DEVICE BF1 -3.0 0.0 98.3 0.0 10.0 psi, 135.3 gpm BF2 -3.0 0.0 88.3 0.0 Pipe: 16 -135.3 10.280 PL 10.00 PF 0.0 BF1 -3.0 0.0 98.3 0.0 0.5 140 FTG T PE 0.0 SRC -3.0 SRCE 98.3 (N/A) 0.000 TL 85.34 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 3803071320 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.120 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 21.3 ft/sec at pipe 8. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 8.270 21.40 41.62 15.46 53.51 14.27 4.76 36.86 36.86 41.62 10.280 24.92 56.64 18.13 62.31 21.52 5.66 41.92 41.92 56.64 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 20.00 20.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 7.981 18.00 35.00 13.00 45.00 12.00 4.00 31.00 31.00 35.00 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth -�1 w P4 Static: 130. 00 0 g ri N .-1 N O O O 0 O N 4 u0 I. r-1 co N H 64400w aawcnu Daw O o N 0 FLOW ( GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/9/2012 C:\DATA\HOWARD - GENERAL\NORDSTROMS\BOOTH.SDF JOB TITLE: Nordstroms - Spray Paint Booth WATER SUPPLY CURVE 132+ *0 \\ 1 \ 121+ \\ \\ \ 110+ 99+X P 88+ R I E S S 77+ U R E 66+ \\ \ \\ \\ \ \\ \\ \ \\ \ \\ \\ \ \\ \\ \ \\ \ ( I \\ P 1 \\ S I \ I 55+ \\ ) 1 \\ \ \\ 44+ \ \\ \\ I \ 33+ \\ \\ \ = ______ \\ 22+ LEGEND " \ 1120.0 psi @ 8000 gpm-> * 1 X = Required Water Supply n Flow Test Point 98.35 psi @ 635.3 gpm " 11+ 1 0 = Available Water Supply " 128.99 psi @ 635.3 gpm " n 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Utilities Report Page 1 Equivalent K -Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H -W Equivalent Name K -Factor (psi) (in) Len.(ft) Len.(ft) coef. K -factor DROP 5.60 7.00 1.049 0.50 E 2.50 120.00 5.53 End of Utilities Report LEGEND CONTROL UNIT (EXISTING) MANUAL PULL (EXISTING) MANUAL PULL (NEW) SMOKE DETECTOR (EXISTING) POWER SUPPLY HORN/STROBE MINI HORN/STROBE STROBE cu EXIT EXIT EXIT EXIST. SHOE SINGLES L. EOL TO POWER SUPPLY EXIST. c XI ST. MEN'S WO''1EN'S EXIT EXIST. WOOD SHOP SO ;i MANUAL PULL! IN --EXISTING OFFICE CC 0 5Tvp.A<,E LA 110.TOR EXIST LHJc:ROOM Sc(TEx L.� EN:CAD LOOUT TABLE 15£L F ?LL STOReLE 1Q5., PLOTTER 1PLP0T"TE5R5 IILfO5E0IrPPoR JL ,RNYL PPIZIEP ENLARGED FLOOR PLAN SCALE 1:10 EXI . DISPLAY TWO LINES TO CENTRAL STATION EXIT t ---t 1 SEE.IENLARGED FLAN VISUAL I,IERCH DRYING AREA EXIST. PAINT SHOP -4 NOTE: ALL MANUAL PULL STATION EXCEPT THOSE LOCATED IN THE ENLARGED PLAN TIE INTO AN EXISTING ADDRESSABLE LOOP. TELCO LINE RJ31 X CONN BLOCK n • `tom 4146O Vitt PS Ir EXIST. OFFICE uj 1 N EXIST. ►,lST MEN'SW'O EN'S SECURITY SERVICES ACC' TED 841 POWELL AVE SW RENTN, WA 98055 (206k4624-3103 FAX: :a$ 54-2189 ❑ Without Comments As Noted In Red 0 Per The Attached Letter These plans have been reviewed by The T kvJila Fire Prevention Bureau for conformance with ci rr€-it city standards. Acceptance is subject to errors and ions which do not authorize violationv. of adopted s~ards and ordinances. The responsibi ty ;or the adegfiabyT f esign rests totally with the desk ler. Additions or rev's to these draw :cgs after this date will void this acce ce and will nq ire a resubmittal of revised drawings for subsegt dr` approval. Final acceptance is subject to lieidiest and in. pection by The Tukwila Fire Prevention Bureau. Date: i t Z\ b By: C 1 O f1JKWILA FIRE DEPART Please call: 575•44O�.27, bLnnndd give this job ,., No, ma, 4 -pc Ntit.ii&L„2-r pnd exact addr s for shut, Fl Qr restoration approval' EXIT EXIST. LUNCH ROOM RJ31 X CONN BLOCK RISER DIAGRAM FOCUS 200 (EXISTING) o gipp` �7 �p7 p �7 �r— 120 VAC MP MP MP MP E JLIL1 JAN 4 2002 1P zo2zt( - II�oU tL. Prz>1cck IzC t e o V_A-A-3- Lu C LL • z 0 U-- o F- J in m z 0 1Y LLJ LJ U C:21 Lo LLI M CL 0 (n () 0 z C I Q J No. Revision Issue Dote, REPRESENTATIVE: TONY PUETZ CHECKED BY: CHECKED BY DATE: APPROVED BY: APPROVED BY DATE: Project Date 12-19-01 Seale \liter AS SHOWN Sheet J { MINKLER BLVD STRUCTURAL WOOD BEAM TOLCO FIG. 980 SWVL ATTACHMENT 1/2" x 4" LAG SCR. p0 cpd'SNP 45'-59' • 1 /O TOLCO FIG. 1000 FAST CLAMP SWAY BRACE ATTACHMENT 45° LATERAL BRACE (Wood) Nis STRUCTURAL WOOD BEAM TOLCO FIG. 980 SWVL ATTACHMENT 1/2" x 4" LAG SCR. 45.-59' e TOLCO AG. 4A PIPE CLMP. W/ FIG 980 SWVL ATTACHMENT 45° LONGITUDINAL BRACE (Wood) NTS 4 © 4 I/ RAA 32' SEE 'ENLARGED FIRE ©o PROTECTION PLAN' = N F2 BACKFLOW Bf SYS. #1 10" 10" SYS. #2 8" 10" SYS. #3 o SYS. #4 PS -1100 STRUT PIPE CLAMP BUILDING PLAN FOR HYDRAULICS ONLY PS-200—EH STRUT 1 5/8" SQ. x COJ CV 3/8" SIDE BM. BRKT. LTH BOLT Sc NUT TOP OF BOOTH HANGER #6 (ELEV. VIEW) LAG SCREW — 3/8" x 2 1/2" north TOLCO 158 FSIDE BM. BRKT. ALL THREAD ROD HANGER #3 TYPICAL HANGER RING HANGER FROM 23' 1 F SUPPLY AFF 5'-6" 13 AFF T92 2 3" DRAIN VA, W/ HOSE SHO. BIB ATTACHMENT CONTROL VA. DETAIL SCALE: NONE 12 BUTTERBALL VA. IBB—SCS02 @ 6' AFF (WIRING BY OTHERS) 2 STREET 90' 26'-6" BOJ AFF uv 14 2-0 25'u6"11 U u AFF 14 3-0 10'- 0 FILTER BANK AFF PAIN BOOTH 0'-0" AFF -� SECTION - A SCAM: I /E' = I'-0' CV GV M 12'-0" EXISTING 4"x13" VMT 3" \K > (EX) 11" 2 21-0 GxT PROVIDE PIPE CLAMPS FOR ALL DROPS INTO BOOTH SEE 'CONTROL VA. DETAIL' DRY SIDEWAL 12" BOD (25'-6") ACCESS PANEL REQUIRED (BY OWNER) ENLARGED FIRE PROTECTION PLAN 1/4" = N) 4" EXTERIOR WALL 4" 32' (EX) ACC ID Without Comments - As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire ' reventiOn Bureau for conformance -with current City t; ndards. Acceptance is subject to errors and urnissions which Go not authorise violations of adopted :andards and ordinances. The responsibility for the Ydeguac'/ of design rests totally with the designer. ditions, deletions or rev,sions to these drawings after this date wiil void acceptance and wiii require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to fled test and inspection by The Tukwila Fire Prevention Bureau. nate: 7 —1 I- I By: S I PRINKLER DROP PIPE CLMP. PAIN BOOTH DECK TUKWILq FIRE DEPARTMENT Please gall 206-575-4407 and give this Fire Permit No. z4)d exacta ;di ass for shut - or r : orrt on approval. CELLOPHANE BAGGIE STD. PENDENT SPRK. SPRINKLER IN PAINT BOOTH SCALE: NONE Iitm INF-ORMQTION STATIC: 130 PSI RESIDUAL 20 PSI FLOW: 8000 GPM HY:IP/ALM ❑DQyn, uF-OA+MQTION REMOTE AREA PAINT BOOTH OCCUPANCY: EXTRA HAZ. 2 HOSE DEMAND: 500 GPM MAX SQ FT PER HEAD: 84 SQ. FT. TOTAL HEADS FLOWING: 4 HEADS K -FACTOR: 5.6 END HEAD PRESSURE: 33.6 GPM/36.9 PSI MIN. PRESSURE AT B.O.R.: 86.6 PSI FLOW AT BASE OF RISER: 135.3 GPM SAFETY FACTOR: 30.7 PSI = 23.8% FIRE PROTECTION NOTES 1) EXTEND EXISTING WET SYSTEM TO PROVIDE PROTECTION OF NEW PAINT BOOTH. SYSTEM DESIGN PER NFPA-13, & NFPA-33. APPROVALS BY THE CITY OF TUWILA. DESIGN DENSITY .40/ENTIRE AREA (ORD. HAZ. OCC.) 500 GPM HOSE ALLOWANCE. SPRINKLER IN EXH. DUCT SHALL PROVIDE A MINIMUM 30 GPM 0 15 PSI. PER NFPA-33, 2011 EDTION, SECTION 9.4.6 (3). 2) ALL NEW PIPING SHALL BE BLACK, SCH 10 MAINS, AND SCH 40 LINES. 3) ALL THREADED FITTING SHALL BE BLACK CAST AND ALL GROOVED FITTINGS SHALL BE VICTAULIC'S FlRELOCK WITH STD. ORANGE FINISH. 4) ALL HANGERS SHALL BE PER DETAILS SHOWN AND SPACED PER NAFP-13. 5) ALL NEW PIPING SHALL BE HYDRO-TESILD AT 200 PSI FOR 2 HOURS. 6) CONTROL VALVE PROVIDED BY VIKING ETRE, WIRING SHALL BE BY OTHERS. 7) SPRINKLER IN STACK SHALL BE PROVIDED AN ACCESS PANEL FOR INSPECTION. (BY OTHERS) 8) SPRINKLERS IN BOOTH SHALL BE PROTECTED FROM OVERSPRAY WITH A CELLOPHANE BAG HAVING A THICKNESS OF .003 INCH (.08 mm) OR LESS, OR A THIN PAPER BAG. ABBREVIATIONS / SYMBOLS REVISIONS SPRINKLER SYMBOL DESCRIPTION AFF : Above Finish Floor BOD : Bottom Of Deck BOB : Bottom Of Beam BOJ : Bottom Of Joist BOP : Bottom Of Purlin COJ : Cut On Job FOW : Face Of Wall Flex : Flexible Coupling DN : Down Nipple RN : Riser Nipple GG : Groove X Groove 1T : Thread X Thread GT . GOE : TOE . Groove Groove Thread X Thread One End One End Centerline of Pipe BOD Centerline of Pipe AFF Ref. Only Dimension AFF SYMBOL 0 SIZE 1/2" 1/2" MODEL VK102 Vk 152 MAKE VIKING VIKING FINISH BRZ BRZ STYLE SSP DRY—HSW TEMP 155 155 K—FACTOR 5.6 5.6 TOTAL 3 1 BOISE LONGVIEW PORTLAND MEDFORD (KING FIRE PROTECTION CONTRACTOR'S LICENSE VI—KI—NA—S373 NT PAID JUL -9 2012 TUKWILA FIRE VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH (206) 622-4656 SEATTLE, WA. 98134 FAX: (206) 622-9319 APPROVING AGENCIES PROJECT NORDSTROM — PAINT BOOTH 435 Minkler Blvd, Tukwila, WA. 98188 Date: 7/9/2012 Scale: NOTED Job No. WST-2524 TOTAL SPRINKLERS SHOWN ON THIS SHEET 4 TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 4 PAINT BOOTH PROTECTION Drawn By: GC Sheet No. FP 1 •••••••=1, ,01••••• .•••••••••••• •••••••,.. ,0*.••••••• titla and final acceptance coroments and nrcentances relate exclushgely to relatIvc ei!ect ot te C1i'••uorg 11.e insutanco ..ates They are not HI t:;2' cotg•.,z..1 a hey ar:y wdy tke ( gtli'whet'aet "o.la Ucto (,..sercro-,1 1g, .„.• 1,, , r,„••.! dargizi•e oTor...•tv ,s w.ca:,:.‘o.zad that, WOOD BEAM SAMMY SUPER SCREW FOR WOOD ALL THREAD ROD HANGER RING TYP, HGR. FOR BRANCHLINES 71777777. ) " tkr TYP. WOOD BEAM SAMMY "SIDEWNDER" F OR WOC4 ALL THREAD ROD H AN GELJI N G [-JCR, FOR MAIN PIPING TOLCO FIG. 909 (2) TOLCO FIG. 1000 "FAST CLAMP"® 4 WAY EARTHQUAKE BRACE 1! LATERAL/LONGITUDINAL EARTHQUAKE BRACE .777.. 717 t„, I 0; If 1171,A 71 1 :1 7 7 Yr 7.47,71,1,0777 EXIST. OPEN TO STRUCTURE •••••••1•7'. 77••••••• AmeracI7A7I. UP2e4-0 tA 0-tp *777HW, ••••••.718 %MAN .40...A ,O,INSOOMIPOROPOr IMMO NIVOINNIM11.11.WININIMIN., era , 11•••••••••••••• ono, ••••••••••• 0,1,•11•7,101.•••••• irim•14•11111.11/1•••••••1•••••,110,47•••11. MIONLIBINISOMMIF ..11.1•1101,430,1111••• wave 0111111010., •••••••11. 117,••••1 •10,017.milM,W00.1.041.1610111110,1,Mr PROVIDE NEW GWB CEILING TO MATCH EXIST. PROVIDE NEW ACT TILE IN EXIST. GRID NO 1.!/K Tt1fP •,,••••••• FILE , TUKWILA FIRE DEPARTMENT, Please call: 575-4407 end give this job No. /-3-"aei3 and exact address for ShUti down or restoration approval. - WO ':itiak 1111"ilta "IV e.), :Ag /*A/ -7/ :GM *fleeing uoguanard embini eqj Aq uopoedsu! pue se) meg ct; parqns s eoueldeooe suu lemudde wenbasqns ioi sBuimelp pesviai joiewtriqnsai e eAnbar Hy% pue aoueldaooe WI PIGA Ulm eleP s!(ll .1949 s5uyineip aset4 a SUO!Sf49J suonaiap isuomppy *.lau5sep eq i 14m Allem slser uBiseplo Aoenbepe 01J4 .104 Ampuodsai ata -seoueupo pue spiepues paldope to suomo!A ezpowe lou op yo!unri suopsiwo pue SJOJJ9 of loefons s! eoueldeoov 'sprepuels AII0 )uauno up% aoueuuoluoo iol neorna uoguanaid ellrubini eqj Aq pamaykai ueeq emu sueid °sew. PeLloeUV all led Pea ul PeloN sV swetuwoo lnotpm 0 0 INETIMINMONNIM•••••••••••••711.11•41.7.1.1..r••••••• 77, g 21 Z 1 1111 Ilik ; ef0 ... •••••111,0o• orr,••117 610.0.1.1•P ,1101111,11107 ••••••••••••••••••••••••••••11.7••••••••••• AAANAA•71••••••,7.1•71.• 7,*••••77,07,1*FR ..•.• • 01,01.,., •yrooK dm. • • 1 1 No TILS AKE.A F--- 64! NO 1,VgNif no AREA J GWB • VESTIBULE I t - I 0.••••••••.......,•••••••••••••••••••.....r.”••••••••••••••,•n*.r.......b...L.r....m.a.....womonrowswmpasorroo•••••• Errithit. sYvvJLLt HEAD Tel Kt/Arkin.? X ) 1 topi. 1111', At. A N 4 ill111/4 roe ,4mA; —L . — .--L— _ I • NOTE TO PLAN REVIEW AND FIELD THE SCOPE OF WOR.K. FOR TI -115 PROJECT INCLUDES THE ADDITION OF 55 NEW RECESSSED PENDENT'S FOR. THE NEW OFFICE AREA AND THE ADDITION OF 8 NEW UPRIGHT HEADS DUE TO THE ADDITION OF A NEW DEMISING WALL. HANGER LEGEND `YM 11-KWK BOLT, ROD & RING , #2 -C -CLAMP, ROD & RING Cse #3 -POWDER STUD, ROD & RING #4 -ANGLE CLIP, ROD & RING 15-CONCINS, ROD & RING J6 -EYE SOCKET, ROD & RING f7 -COACH SCREW, ROD & RING 18 -CEILING FLANGE, ROD & RING 09- CO- 011- 'PRINKLE RS EuhtSLE. C..hiopiE,Loo RELIATLE ERA/4S , 1/4' 12 MODEL . '(PE TEMP QTY. REV DATE FI,VR 44 Z.15 tp BY CO -ORD REVISIONS - LOCATE BY GRID COORDINATES FIELD INSPECTION BY 1, Tukwila Pre Dept 2 ALARM 'r, TOT.SPR: THIS SI-iT, to T 7 7.7.7177III*,.....""'r *KIER DEPT, ALOPESS cir PHONE 'NOTE.5' - 1. INSTALLATION 5h-tAil CONFORM TO N F P,A. PHAMPHLET-13, CITY OF TUKWILA AND W,S.R..I3. REQUIREMENT 2. ALL MATERJAL5 TO BE NEW AND U.L. APPROVED. 3, PIPE: ALL PIF' E 2" AND SMALLER TO BE DOC. 5CH, 40 STEEL, 4. FITTINGS: ALL FITTINGS TO DE CENTRAL SPRINK BRAND DUCTILE IRON. 5. PAINTING OF PIPE AND PROTECTION OF SPRINKLER HEADS FROM PAINT 15 BY OTHER.S. G. ALL NEWHEADS ARE ORDINARY HAZARD GROUP I MAX SPACING 15 130 SO. FT, PER N.r.r.A. 1! AND W.S.K.13, REQUIUMENT;; 7. ALL ELECTRICAL WIRING AND CONDUIT 15 BY OTHERS. 8. DOTTED LINES DENOTES EXISTING PIPE, 9. X DENOTES EXISTING SPRJNKLER HEADS. 10.ALL ARMOVERS AND RE DROPS AR. T.8 E. . I 1 ALL UNUSED OUTLET5 TO DE CUT BACK AND PLUGGED. VESTIBULE 112 STAIR 2 113 1 ,AIrer.r EXIST. LIGHT FIXTURE TYP. ti COVTRACT MTH Edifice Const. AliEss 1417 31et Ave a CM Seethe, WA 08144 ptioic (.20e) 328-2700 Akg IECT Huntley Arch. ADIVESS 1004 Third Ave .405 crt7 Seattle, We 08101 PHO (06) 624-2900 PROJECT DD 4%5 3 Nordstrom Sign ,Shop,''1, ADDRESS 435 Minkler Btvd. CITY Tukwila, Wa TITLE: onnormewrommine Tenant Improvement AWN: M. Jones SCALE: 1,14140` E PROTECTION IN 4 I. DATE: 11/26/01 10910 - 117 TH PLACE N.E. KIRKLAND, WASHINGTON 98033 6-827-9654 FAX: 206-27-74a. CENSE NO. COSC0FP110NM i , SHEET, NO. r 1 4C1-0" 1 > I I k.Y`i� €I 7 ffi. M•Ina 1481-c, EXIST. OFFIbES 1,350 ' I EXT T i_r�'' T'' //i 7/'•� F ...1.111,42.21,44manzolins. 2•014111.14• EXIST.MEZ.ZAN1t1E ABOVE i 1,200 SF i I 1 • DaT • EXIT V Mar /1 1411'-tr .+w, 14 :4 ..r•-imarer 1 DCIT j • 1 DN.'fo Toc Su WAIL 1 • 1i 1 1 i q ,.itur 1 • ZIO11111•rl•I111••••1.I�rI�V 111•111111•.1.111•1111•1"" 1 1 IL 1 1 3, 1 I 1 1 i i 1 EMI oRicE 4,250 SF • 1 1 II • • 4 SINGLES 291:35 S ' 7Y-1///:,77/7/ 77/77.-'. fi �I I 1 i, • • .j • A 4• '� 4 1 , rirrjrrrirrprrOr • 1. 14 .44 f/, 4.01 1 r [11' 4. 1 .> it 8, ,.y 44 • 1 1 • 1 1 • 1 .4 ZX17 PATHWAY f 1 I1,',, I '/ I'. 1 1 1 1 Exn- 03 1 __ '--. _-- - -_I . --- --- ------ `^''" - .'i —_ • :_///_'41—/Z__./7--/. _f�t"'./_;��C . _ /_ ! fy l -r--7- 2— _ �f L'_ �, _ j ✓___ i...'', : �'. X11 _s:. ,.f /� 1 . I/ i /1 V t,-1-11---_-_:. r 1. }r EXIST.-t'':r7USE 43,100 r -ZZ V.:/..1/7Vr)772.://L.V -7;17-1/77.-7 .(e '42/ • • ikk —1 • • r.XISTEN0 RELOCATED STORAGE RACKS WOOD SHOP gi 1,07( 1 --rt 11! 521T EXISY. DISPLAY 0,1 • 1 • _._ EXIT PATHWAY MARKING ON GONORETE04AD ///k7/7 11 A Of HANGER LEGEND 11-KWIK BOLT, ROD & RING #3 -POWDER MID. ROD & RING 14 -ANGLE CUP, ROD & RING 15-CONC INS. ROD & RING 16 -EYE SOCKET, ROD & RING #7 -COACH SCREW, ROD & RING 18 -CEILING FLANGE, ROD & RING SYM I -4..4-- _,..1 ____ ] .A.., A I . 4 ) • SPRINKLERS MODE 1 9.1 7K4 MOTOR E TEMP OPE kAT ci I— i\REA OF WORK THIS PER ilf REV DATE CO -ORD .17 1 LI EXIT FABRIC YFRIFY 1,44 11 fit la ____ Li.. RACKS 10 REMAIN rrY • VIST FITS Wr EN'S EXIT N 1 1 • iriN S. top i 4.657 SF bi 40 OGG. A"GICSETSSI!ifiALtt't • ti SHOP '; 44.1 arm REVISIONS - LOCATE BY GRID COORDINATFS • 1 Tukwila ALARM NOTES GENERAL "T MTH Ecilfice Coned. 111 3 Seattio, WA 06144 /417 We Aye a *MIA' Dirt err • 9 (200) 320-2700 Cr Huntley Arch. PROJECT ADDRESS CITY siOvt, 06000 1 21/ /bi/ DEC I 2 2001 Nordstrom Sign Shop 435 Minklor Blvd. Tukwila, Wa • Tenant Improvement •L'iAR s3 1004 Third Ay. 1405 NOWE (1"it 8.40106. gem otiow (206) 624-2000 SCALE: FIRE PROTECTIQN INC, RAwN M. Jones I DATE: 11/26/01 10910 - 117 TH PLACE N E. KIRKLAND. WASHINGTON 98033' 206-827-9654 FAX: 206-827-7474 SMUT No. O O • W O- a CAP OUSTING P )ABING /dEw L,OCATtOjJ TOTAL P.05 B -WIRE 4 CIRCUIT FOR FURNITURE SYSTEM REPLACE EXISTING CARPET THROUGHOUT WTiH OWNER FrIDED C Z La 2 1— t� Q 714 La 7 T. O D:� U) g v0 -d0 `� t0 ` IZ co "5o t a •42 c 0 N (tea C• m u 6:1X O O 13 3 Z 03 00 C NW VISUAL MERCHANDISING 1ESIGN GRC Y8' = 1'-0' 1 VOICE,1 DMA UNLESS OTHERWISE LABELED TERMINATED IN FURNITURE RACEWAY 1 VOICE. 1 DATA T ELECTRICAL DUPLE( F/A HoR ry 57 20$� L Q O .cg '3 N Q) >. U) 0 E:Q 4",Cr C C .QtoC o`im3 C to )n > c0a)4-0InO�LLa In t3�p i3 Piry ` o c c u 2 `o N is 9001, Q'a� vrno3• 0 fa > m L 3 45 O 0 O 0 ❑.g...!,_ (a CO of rn m � Q i+ a C U C N to 13 N LII g O (a E m> C N C O'p N 7 15_n.w0rnCa< t_ /ca 1 R AY `499 r A �Idl XMU Y;IW M't4 MY A V IYM 0 IY`IC JR` ,YOMd'!A c�!Ir�r7'.r . _. si'Lcp. 1a - r AH r,ft- l k' l i r j .1 t-4.1 N21 ,«I to,. nwr a' A vw ,%itk, PIk oovro,vo MM +6 133.., l71M471I 41l+w8.,t^frr6AKn�"AIMi.uNl x+wi +,1 rn OVprydplGppa4ftllvtl ixWN�l'iINelGww IIIM':CAN MO .µ, tlY m4lwo.alWl NkA Wbalkl"AIUIhIiIAAI` 4 -T-AHli-7 u'r 11` la' 'NMryM$NX,M4YNNIIYlefh1INrIP! IROC414.11i s�n�& �..: - - ah' 1'7 r;1 rcur +Rrnrvemhm/VII/ AVOYM PexY11MMI., VI" ISM nwWh`` Yttoml ICA 4Yl+' YM1 aNWu1, Ilrn'rM..ummv, Yd; ga nn.,u't d,.,Mel nMk IMrw'JpNskln nnArcwIII.A�. �I'ti✓. � 4 kg x`10gry lnanYuu!Iva mlmo!!! I! FOlt d,olrnl4 1-‘21-41/4"11141`1!`1! f 1,7? I721 -1,i L.a i : -1 I I' io IAA r66 p• r G j ,D WITHOUT COMME;IS, AS NOTED IN ✓Ic%t>�h�e,3 0 PER THE ATTAC.-IE-) LETTER The drawings affixed hereto IlTle �rylf n reviewed and accept:, 1 by the C ity of Tukwila Fire Det , A or revisions to t aes .ir,,;ri ' Vi date will void t1Vi n an.J , it require a resuhr0thilJeJ Final acce2t_)fl inspection by a re,,(e.. 0 i�ai:i e c,i tni; department DATE: p 6-`?) BY: CITY OF TUKWILf 575-4407 > /J' FJ• iar dr (r,111'r, i',,vNyl!!!ry • ),.351-11A-1 HYDRAULIC SUMMARY SHEET JOB. NO SHEET NO. \ OF 7 CUSTOMER'S P.O. NO. DRAWING NO CUSTOMER'S NAME 0 5"Te. — P tD(7L,A—t `- -t Q / t,..I 1.-tAu' ADDRESS 435 1-mrJ,c.,k)c.-x... (4`-J0 TL-) LL -v L.)A DESCRIPTION OF HAZARD P �J_l�-� - .1 AUTHORITY HAVING JURISDICTION -f`j L./1 CALCULATIONS BY `-t '3(4-7. Jtc DATE -Z3-5 Ca AREA TO BE CALCULATED_ 3 SYSTEM REQUIREMENTS REQUIRED DENSITY PER. SQ. FT -Ca© ALLOWANCE FOR INSIDE HOSE STATIONS 15v ALLOWANCE FOR OUTSIDE FIRE HYDRANTS — TOTAL WATER REQUIRED: G P.M. GPM G.P.M. AT V, ait 121(k)t- P.S.I. REMARKS • R'-.. ,.1f -f 'ii-2pit- • '( c. •7 -2.2. Ce) kn.. 6RouP A ��PN-009 P,nc5 i o mit_ Wist _ .Eos b8ao — P rL k 41tr2a i_13q25 . Co�� S ��.. - 2.Z, - . ' .....: ,l.G� _ ` - •5 . = I x. 2.05 = 3Coctf 4 A c ,i /kms_ Aesp2, C ut 'r otyc c tm0 4-Asub rp WATER SUPPLY INFORMATION STATIC PRESSURE IN P S I 44.2 RESIDUAL RESIDUAL PRESSURE: G.P.M. FLOWING ELEVATION PUMP DATA: TANK DATA: 2` 4o C2a-,cara-,r AT 1 li �Et wa �/E) P S.I. LOCATION 1 .N P w / - A rit.ri - RATED CAPACITY: G.P.M. AT P S I. ELEVATION LOCATION CAPACITY GAL. ELEVATION LOCATION REMARKS. w 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 RECEIVED BY .IAN 2 6 .°86 TUKWILA FIRE PREVENTION BUREAU STAR FO RM HSS 9/07 PRINTED IN U.S.A. CONTRACT NO NAME• ADDRESS• MULTIPLY SCALE BY PSLn it\o '3 .4 a. t. , w 2 W a-- (1)0 a tg' H J ISd N 1.85 GRAPH SHEET NO. L OF ? SYSTEM NO DATE• a 0 CONTRACT NO. NAME 1Jo,-i HYDRAULIC CALCULATIONS LOCATION SHEET NO 17 OF DATE NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. Q PIPE SIZE ' r FITTING 8 DEVICES PIPE EQUIV. LENGTH °LGTH. 2, FRICTION LOSS P.S.I./FT 1 REOUIRED P.S.I. SPT S3.6 ( HYD. REF.PT 0 VI,- ELEV. ' NOTES • 343 PF , �� 02368 Q (ll 1, ,I 1'-Tr=16 _TOT. ?.5 LGTH. (40 • 0 } PE PT 5'3,c1 "7 %2 FTG. ‘5 PF '.S 1)' SMI, Q 3077.1 Q _— 6 U TOTls5 LGTH. 7_,I___ .O(o�'� PE PT(,3ig' Cnonq ��J� TOT. 21 PE (2- It. z, Q + LGTH. A.,,p.ke, 1/4 PTl7.L 1 vF J 'FTG. PF 3.S Q3011•`i Q OT. LGTH. PE PT 8 I.1 1 -• FTG. TOT. IGTH. PF flA R1/25012. Q — Q PE PT FTG. PF Q TOT. PE QGTH. PT FTG• PF Q TOT. PE Q LGTH. PT 0 FTG. PF TOT. PE Q LGTH. PT FTG. PF Q TOT. PE Q LGTH. PT FTG. PF Q TOT PE Q LGTH. PT FTG• PF Q TOT. PE Q LGTH. PT FTG. PF Q _TOT. PE Q LGTH. PT FTG. PF 0 ' TOT. PE 0 PT • ,LGTH FTG. PF Q TOT. PE o LGTH. PT FTG• PF Q TOT. PE 0 LGTH. PT FTG. PF Q o _TOT. LGTH. - PE Pi- TFTG. FTG. PF Q TOT. PE 0 LGTH. PT FTG• PF Q TOT. PE PT TOT PIPE ERUIV ELEV REF C K GPM GPM SIZE FITTINGS LENGTH FL/FT PSI FEET PT _ = LEN= 8.0 PT= 37.79 1 120 38.92 239.3 4.260 FTG= .0139 PF= .11 TW TOT= 8.0 PE= 120 38.92 239.6 478.9 4.260 TW LEN= 8.0 PT= 37.90 Z FTG= .0503 PF= .40 TOT= 8.0 PF= 120 38.92 240.9 719.7 4.260 TW LEN= 5.0 PT= 38.30 FTG= .1070 PF= .53 TOT= 5.0 PE= LEN= 3.0 PT= 38.84 120 719.7 5.295 FTG= .0371 PF= .11 TW TOT= 3.0 PE= 4- 120 38.92 242.9 962.6 5.295 TW LEN= 8.0 PT= 38.95 FTG= .0635 PF= .51 TOT= 8.0 PE= 120 38.92 244.5 1207.1 5.295 TW LEN= 8.0 PT= 39.46 FTG= .0965 PF= .77 TOT= 8.0 PE= 120 38.92 246.9 1454.0 5.295 TW LEN= 3.0 PT= 40.23 FTG= .1362 PF= .41 TOT= 3.0 PE= 120 23.53 150.0 1604.0 6.357 TW LEN= 5.0 PT= 40.64 FTG= .0671 PF= .34 TOT= 5.0 PE= 120 38.92 249.1 1853.1 6.357 TW LEN= 8.0 PT= 40.97 FTG= .0876 PF= .70 TOT= 8.0 PE= 120 38.92 251.3 2104.4 6.357 TW LEN= 8.0 PT= 41.68 FTG= .1108 PF= .89 TOT= 8.0 PE= 10 2T 69.4 LEN= 7.0 PT= 42.56 1t 120 38.92 253.9 2358.3 6.357 FTG= 69.4 .1368 PF= 10.45 TW TOT= 76.4 PE= PT= 53.01 �Z TOT PIPE EOUIV GF8 GPM SIZE FITTINGS LENGTH FL/FT ELEV R E F PSI FEET PT 120 8.10 38.4 38.4 1.380 540 LEN= 8.0 PT= 22.47 FTG= .1144 PF= .92 TOT= 8.0 PE= 120 8.10 39.2 77.6 1.380 640 LEN= 8.0 PT= 23.39 FTG= .4201 PF= 3.3o TOT= 8.0 PF= LT 8.0 LEN= 3.8 PT= 26.75 120 8.10 41.9 119.5 1.610 FTG= 8.0 .4408 PF= 5.20 540 TOT= 11.8 PE= PT= 31.95 TOT PIPE EOUIV ELEV REF C. fi GPI GPM SIZE FITTINGS LENGTH FL/FT PSI FEET PT, 120 8.10 38.4 38.4 1.380 540 LEN= 8.0 PT= 22.47 FTG= .1144 PF= .92 TOT= 8.0 PE= 120 8.10 39.2 77.6 1.380 540 LEN= 8.0 PT= 23.39 FTG= .4201 PF= 3.36 TOT= 8.0 PF= LT 8.0 LEN 4.2 PT= 26.75 120 8.10 41.9 119.5 1.610 FTG= 8.0 .4408 PF= 5.38 64() TOT= 12.2 PE= TOT PIPE GPM 8P11 SIZE FITTINGS PT= 32.12 EOUIV ELEV REF LENGTH FL/FT P5I FEET PT 1T 10.0 LEN= 2.0 PT= 32.12 120 239.2 2.067 FTG= 10.0 .4718 PF= 5.66 440 TOT= 12.0 PE= = :38.92 PT= 37.79 51(,11a \o)11 TOT PIPE K GPM GPM SIZE FITTINGS EgUIV ELEU REF LENGTH FL/FT P51 FEET PT 120 14.19 S40 64.2 1.380 LEN= 8.0 PT= 20.47 FTG= .2961 PF= 2.37 TOT= 8.0 PE= 13 120 14.19 67.8 132.0 1.610 :, 0 LEN= 8.0 PT= 22.84 FIG= .5303 PF= 4.24 TOT= 8.0 PF= LEN= 8.0 PT= 27.08 120 14.19 73.8 205.9 2.067 FTG= .3573 PF= 2.86 S40 TOT= 8.0 PE= S 120 14.19 77.6 283.5 2.635 TU LEN= 8.0 PT= 29.94 FTG= .1980 PF= 1.58 TOT= 8.0 PE= 120 14.19 79.7 363.2 2.635 T14 LEN 8.0 PI= :31.52 FTG= .3131 PF= 2.50 TOT= 8.0 PE= 120 14.19 82.8 446.0 3.260 TW LEN= 8.0 PT= 34.03 VR FTG= .1624 PF= 1.30 TOT= 8.0 PE= 120 14.19 84.3 530.3 3.260 TW LEN= 8.0 PT= 35.33 FTG= .2237 PF= 1.79 TOT= 8.0 PE= 120 14.19 86.5 616.7 3.260 TW LEN= 8.0 PT= 37.12 FTG= .2958 PF= 2.37 TOT= 8.0 PE= IT 20.2 LEN= 6.0 PT= 39.48 120 14.19 89.2 705.9 3.260 1LTE 6.7 FT6= 26.9 .3797 PF= 12.49 TW TOT= 32.9 PE= PT= 51.97 �2 �= 011,92 7-"/ TOT PIPE EAUIV ELEV REF C K GPM GPM SIZE FITTINGS ==w= LENGTH FL/FT =_=_=M=_== P51 FEET PT ="==w-=== LEN= 6.0 PT= 14.84 120 8.10 31.2 1.049 FTG= .2963 PF= 1.78 TOT= 6.0 PE= 840 1T 6.0 LEN= 4.0 PT= 16.62 120 8.10 33.0 64.2 1.380 1E 3.0 FTG= 9.0 .2963 PF= 3.85 TOT= 13.0 PF= 540 PT= 20.47 13 1...1 14, 1q • oilckaab r, F • 1\5 Ai 1 . - r MEZZANINE PLAN the= 1 r -ON • I i 1THOHT GOMMEI'TS, 1 S NOTED 1N REDD Lrt R r :'Z - it h 1 1 /0X/0 ile;t.) SING jaeu 1-rtt f` NEW WiNspau 4 r. /041/NT 5781 /F ,42F9b. i3YN Sr.n�,4 NEW 4)/NW) 1 ra.10 • Doo r AN u..frJ e * a47- : v n1 (aD* r CAN P� Cella ndvl,�', ' Ntti.P1.1) SAF \jT$. - a AS HTHOt1T COM` E PSTAC ID LETTER PER o eto have been safft!theCij'�� ins The drawings and accepted of reviewed Tukwila Fire Dept Additions, these.111.11require a resua or revisions these acr � :.. Mi ::Jliigs. date will void , mitt : , Final acceptance is `., ,; ;111- 11- reseti�ta.►aJ uti ,.pis inspection by a red - - department deP�ent�► ij�j� DATE: L... CITY OF TUKWILA 575.001 )UNCI reA . Wo/ f 4REP4 S(Yl o - -re. 10 co } -)241- . • ? 4 OS 7 12q-ct i oA). cS 21 r Z 3/4.P 2S0v if R)MP s/ZE 'Ienoadde uorleJo}saa ao uMo 'lulls aol sseappe hexa pUe qof slyl eni$ pue- LOM7-5L9 Ileo °scald 1N3Wlbbd30 32113 V1IM)111 su,p�v`i � �1L9N Md Air'C1k\ PAINT Js /29cx F 1.11465' -r� a- t.f ce.l;Nck in► Luc > ©deo (� FUF:670i : S I /7S OW co I. W/t.L C002 31 /rf CcVd7& '. wwwCX.1 /lv/1, • 11----Li 14,'_011 /O7N1 //2SF FIRST-FLOO CASCADA A. • I. IYMLI IS CO. COPYRIGHT ©198 THE CAILISON PARTNERSHIP NORDSTROM DISPLAY SHOP Sc1-i5N AT I C LAYO CJ7- • V GJ V c‘_ A S The Callison Partnership; Architecture Programming' Planning Interior Design 1423 3rd Avenue Suite 300 Seattle Washington 98101 (206) 623-4646 A Professional Service Corporation ■ CONSULTANTS ■ REVISIONS Nor - No. Date Item 1 /0/246 t M W/ -,✓�1 ■ APPROVALS DAVID BROWN Project Architect Drawn Checked Approved 33. flv3dfl9 NOIIN3A38d 3aldil1IM) 98619 NVC O3AID3I Registration ■ SHEET TITLE Project? 44Y 1 0/` 11 e)5 No. ■ SHEET NO. Date l- I,.14ttabQS S> L. -A41, itnt 1 gQ ITHOUT COMMENTS. AS NOTED IN RED ER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department -1E -b -n. �tyjt►.tC, APPROVED D%ISRUr'GTGV SURVEYING SEATTLE'. WASH. S B(iRF?J As meeting r AP;? 1 el 1 however, requirements of this Bureau for howesheetver, syste Chang s r additions itions.as classificationmmeed on s and for recommended Pattached nans as installation and construction and Acceptance subject to inspection for final accepupancy shown the thereon, epo s as `�11 acceptance, Finished effecjns�,aoprovals and acceptances be constn conditions u relate exclusively be c h2 ► n :erg it lin any way uponuthe question of rance rates. They th not miens for Injury a- u n �;'r a„,_ fy respect shie liability caes re h !„k ; `o Nr %per, , pect to possi whether” recognized that hazards TUKWILA FIRE DEPARTMENT' Please call: 575.4407 and give this job No. 866070 2730 FOURTH AVENUE SOUTH - P.O. SOX 24607 SEATTLE. WASHINGTON U124 - U IL 11,4,11 if i II ,. rf I .c Jr I .to I 1 , rl (, r M Who Pit ..M� -, Nom_ ' dtiPnirWa I 0 I A A Ii j II ( r As meeting requirements of this bureau for classrhtak 1,11 1 ,pnnKleled however, system changes or additions as recommended on the attached submitted result and forconstruction and roved t occupances y shown ance pthe eon planslies to Finished installation subject to Inspection for final acceptance ;sae SSOI u# Unsw mu ppm spiezey ley} pezjuHo� s(� �.Iedold ups JO tinful ;woundraj Flrllgeq atglssod of mdsal yl1M paslo/axe uaau say „ass MP 1041011M lo u q ^n4. aryl uodn'Sem he uI ouueaq se paoysuoo aq pt lou are 1Sagl s,i' 1 a.,uunsul en; uudn suolppuoo snoues to pew %menu 01 branlsnr1y' inial caluvldalae Due slenoidde SZUOWWO3 1111 1VO4 Co" /r w LP I %1brr 4 12) t`1.4 j; ct4 tr • +– – — -- f 4 /114 lfAler3 Weleflril! E+rtr-C 41.4)4 r”' vl / -tr/ 1,, i ra ( 4. 1-7,14,6,C L4N ✓irtz RAu, A -I M 1,-4A;01,11.) 4,, Pu(z L►1,.S'. 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I ....- I A A Ii j II ( r As meeting requirements of this bureau for classrhtak 1,11 1 ,pnnKleled however, system changes or additions as recommended on the attached submitted result and forconstruction and roved t occupances y shown ance pthe eon planslies to Finished installation subject to Inspection for final acceptance ;sae SSOI u# Unsw mu ppm spiezey ley} pezjuHo� s(� �.Iedold ups JO tinful ;woundraj Flrllgeq atglssod of mdsal yl1M paslo/axe uaau say „ass MP 1041011M lo u q ^n4. aryl uodn'Sem he uI ouueaq se paoysuoo aq pt lou are 1Sagl s,i' 1 a.,uunsul en; uudn suolppuoo snoues to pew %menu 01 branlsnr1y' inial caluvldalae Due slenoidde SZUOWWO3 1111 1VO4 Co" /r w LP I %1brr 4 12) t`1.4 j; ct4 tr • +– – — -- f 4 /114 lfAler3 Weleflril! E+rtr-C 41.4)4 r”' vl / -tr/ 1,, i ra ( 4. 1-7,14,6,C L4N ✓irtz RAu, A -I M 1,-4A;01,11.) 4,, Pu(z L►1,.S'. W/ CYE Qr'p RAC V-, C.- I Ir I r kr'_ t1 C.4 0-2 Mr. r{ • (/ah)r) (5(4 V VII/ (Or w� 1(rrrwr'c�+ I -4/V. r ID 2 p + ' IZI\ c -. I -j"`2.31 11 C.. L. 2 f»A4..T A L.: soorrior rr L,. C.. i' -i I rJ L I' 64\10 AN r a) r G,Iu'c lArt.4g '- --+ 0(1 A1wJ 1<OOfri /4M 4 y ‘9" ` a -74 -I 0 1.1t011, ALJ 4 i II[ it}Il7I 1,11,1 Ik+ dlA t fl ,sari'!, to t1 1 4�rc�ti IU N FZ 140 W P1, A f CC lel C'X 11 1) t1 Id v6P- ti I�PxZ.K� L {J ( . II i 1 � 04,7 All 114► 4. r� II4 ,kvx oithd ,r ui x a PFtf.' A 2 el LA; ) Lrov rG, 4xy 1/4." ' �1' a 1, Q r A (X- .. `I 1 to i ,I R ( I14 {i7. IQ Au '14 P ali 1 , Z c../ /�r)o.c. c.A r-gi) J 1 Gam. )(t'-'t( - 4, 9 i4 otc- 1-r at 141. (('� 1 `I 1; -I- - - 1 ..... q ... I Q r A (X- .. `I 1 to i ,I R ( I14 {i7. (4'14 I , Z c../ /�r)o.c. c.A r-gi) J 1 Gam. )(t'-'t( - 4, 9 i4 otc- 1-r at 141. (('� 1 `I 1; -I- - - 1 ..... q ... I 41� qac 1.144) 1,3'.1s4M TIP 1 I I _.....1. u _ _.-..�..._-...---._._ 114 Mi'I OgAI4.) I I 114 A-0, JRA44.1 r - _ , .I_ ... ._ ._ u. _. w.._«...__«..._ ...-�. �..�.. .._ hA(X, A- " I 12 1M1 -40< " t_,C1G7K 1IJG tiorkj1-1,1 t.A .Y, ha,'1Tk)M1 I n)'J PL,.ZiQ y 1-L-1/1" f .,t-1F�4cL+71 rr� RP; '1,)RI I..> Le!12,,t.. Ar I; r.� o,c ez12c;r I. OP P4 1I, / 1 - h1A.tZ.O I�r 1 11 INd I—"�� -rtrrAl, IS I 04,4.41 A.. - �C3rtxt i4a Sr7i.4 I I l I r7'ST1a41'#C10 rrn 0A,.IGf,1'i- -"r1P, ' r TIIT ITPA1TEIT TI It =Ira TI WITNESS TIE F111113Z TESTS: 4 1. Wormed Ylsul Issputia 2 Undergroeed Iydrestetlg ,- 3. Vader r 1'4 13{,)77 ,i-1 orr, Dry Vales Trip Test iUKWIIA FIAE OEP RT 91. Aro r esril CCEPTEIY-0 rr-Hout COMMENTS.. S NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date volt void this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field - inspection by a representative of this department FAQ: 4 1986 BY' CITY OF TUKWILA 575 4407 , 1734 IMAM AVENUE SOUTH I 41 EUT I TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. 8136019 down or restoration approval. RECEIVED BY JUKWILE \i(DIZ D Vt /1AJAA...av-10055., t` Ir I1 I I I % qY `- -r I 1 I1Z.• ... I 41� I`t;; a Tuac S'rt.cl."?ti"1P 110.0/I _.....1. { .. _.... —_ 114 Mi'I OgAI4.) I I r - _ - ... ..._—..._ .. ............. - »-+,r- +_... — __._ _._ ....M" ..,._. t. • ....... Y, - ... +.•.... w...... -.w.- w.........o ".....w _.w_ ,nrn—.»ww...... _ .. rr ..M- rti —._- - _w....._— nMr....M t.A .Y, ha,'1Tk)M1 I n)'J PL,.ZiQ y 1-L-1/1" f .,t-1F�4cL+71 rr� RP; '1,)RI I..> Le!12,,t.. Ar I; r.� o,c ez12c;r I. OP P4 1I, / 1 - h1A.tZ.O I�r 1 11 INd I—"�� -rtrrAl, IS I 04,4.41 A.. - �C3rtxt i4a Sr7i.4 I I l I r7'ST1a41'#C10 rrn 0A,.IGf,1'i- -"r1P, ' r TIIT ITPA1TEIT TI It =Ira TI WITNESS TIE F111113Z TESTS: 4 1. Wormed Ylsul Issputia 2 Undergroeed Iydrestetlg ,- 3. Vader r 1'4 13{,)77 ,i-1 orr, Dry Vales Trip Test iUKWIIA FIAE OEP RT 91. Aro r esril CCEPTEIY-0 rr-Hout COMMENTS.. S NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date volt void this acceptance and will require a resubmittal of revised drawings Final acceptance is subject to field - inspection by a representative of this department FAQ: 4 1986 BY' CITY OF TUKWILA 575 4407 , 1734 IMAM AVENUE SOUTH I 41 EUT I TUKWILA FIRE DEPARTMENT Please call: 575-440Z and give this job No. 8136019 down or restoration approval. RECEIVED BY JUKWILE \i(DIZ D Vt /1AJAA...av-10055.,