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PP - 581 STRANDER BLVD - UNKNOWN - PERMITS AND PLANS
581 STRANDER BLVD ASSOCIATED PERMITS 12-F-242 04-S-191 92-S-125 18-5-219 03-5-206 83-052 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 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.: 022330-0010 Site Address: 581 STRANDER BLVD, Tukwila, Wa Suite Number: Floor: 1 Tenant Name: NEW STONEWAY SHOWROOM New Tenant? ❑ - Yes leNo Property Owner's Name: WESTERN B NORTHWEST WA LLC 551 STRANDER BLVD TUKWILA Wa 98188 Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ty Allan Day Telephone: 425-622-4656 Company Name: Viking Automatic Sprinkler Co. Mailing Address: 3434 1st Ave S Seattle Wa 98134 TAllan@Vikinsrinkler.net City State Zip Ty gp E-mail Address: Fax Number: 206 .6 2 2. 9 319 Contractor's City of Tukwila NICET III number: Business License number: BUS - 0995873 Total number of new/relocated devices or sprinkler heads: 6 Valuation of Project (contractor's bid price): $ 7,300 Scope of Work (please provide detailed information): NEW SHOWROOM FOR DISPLAY OF ROOFING MATERAL VIKING IS ADDING LINES TO PROVIDE OH1 EC UPRIGHT BELOW ACT GRID. PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: Ty Allan Plan Permit App.doc PAID NOV 2a 2018 TUKWILA FIRE 206.622.4656 Day elep one: Date: 11/29/18 8/22/14 TFD FP Form 8 SITE LOCATION CITY ' OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 0d0133C)Cb C) Site Address: S' (L �i V G` Suite Number: Floor: lam` r Dts-Ver1 6A -try) Celt New Tenant? ❑ - Yes ❑ - No Property Owner's Name: PL '1 AAc cke s til rd V ( I Mailing Address: 1201 DOIL fit. 4F'%0 e1.3'thCk Tycc , City 1 State Zip Tenant Name: CONTACT PERSON -if there are questions about the submittal. Name: Marl( I\A 1 k CMtn /� Day Telephone: 1D • �7 ' c7 Company Name: VICA6(r 1df1 A\ Cit tY Mailing Address: tg53 CO. Y.60(% Jf •c6/41-( `Q- WA City z E-mail Address: mingle ri® h 0,564.JGrOl.CbM Fax Number: otb Valuation of Project (contractor's bid price): $ l � D'7ro 06 ] ff Scope of Work (please provide detailed information): —1..n51'41\ neo -ti f e a\c,rm coin-Fco l n(?, AES rre1i6 n6telt1ec- S?cin16.ec ciEec R}t,,tnQer will be. or % cwr\ 7arle 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: .�� e.. - g'/: /1.-•— Print Name: V\L1---1 WL�It'1 Plan Permit App.doc Day Telephone: Date: //r Pao -2a6-- 5/14/10 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Stoneway Showroom 581 Strander BI Permit No.: 18-S-219 Date: December 5, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 % inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. .Sep 23 04 02:58p Fire Sprinklers Inc Fire Sprinklers WA CL# FIRESI.98811J (253) 826-1033 p.1 )'75' 5411,14YGei 14115 16th St. E., St.mner, Wa 98390.253-825-0099 • Fax 253-826-1033 • firesprinklersinc@comcast.net FACSIMILE TRANSMITTAL SHEET To: Plan Review/Shutdown FROM: Brett Monison COMPANY: City of Tukwila Fire Department DATE: 9-23-04 FAX NUMBER: (206) 575-4439 TOTAL NUMBER OF PAGES INCLUDING COVER: 2 PHONE NUMBER: (206) 575-4407 SENDER'S REFERENCE NUMBER: W01243 SUBJECT: Shut Down Number Request REFERENCE: Mattress Outlet Demolition F. URGENT 1FOR REVIEW 7 PLEASE COMMENT X PLEASE REPLY . PER YOUR REQUEST NOTES/COMMENTS: To whom it may concern, R.J. Hallissey had a tenant leave the building unexpected. We installed the piping about 1-1/2" years ago and we have been requested to remove the piping back to the mains. Please issue a shutdown number at your convenience. FUKWILA FIRE DEPARTMENT, Please call: 575.4407, and give this ob Brett Morrison No. o — gig/ President and exact address for shut. &'wn or restoration approval. diel `?/23 /0 �%L ‘,Sep 23 04 02:58p Fire Sprinklers Inc (253) 826-1033 p.2 .-ENIAN'c >>-kov A iao'r. 1??ivbvi0(1 SCOPE: 62-) 21I L I -7 t1 P ' MAIN ILVIRDSDRYIc/STA119 4C RODY PER CITY OF TNt6A INSPECTION FIREN CORRECTION. A)0 RPROTECTIONBEN N FABRIC CEILING ti 1 FIRE SPRINKLER—PLAN SOW W-? -d GENERAL NOTES: 1. ALL MATERIAL N[. EOUIPMDTT W BE NEVI AID IA. LS1ED OR F11 APPROVED. 2. PPM OLENSIONS ARE CENTER TO CENTER EXCEPT RISER d: mWENS1O SHOWN 1WJSLY (1-6) WHOM S OUT RPE 3. EARIHOIMIO: BRN2TG SFW& BE R10AOFD N ACCCDANCE WITH NEPA PAT/PH-El NO. 1.3, 1999 MON. 4. PPE WAGERS AAD METHOD OF WONG TO BE N ACCORDANCE MR NEPA PAIPN.ET ND. 13, 1999 ECIIDN 5. PPNG SNAIL BE N A:CORD/WE WITH NFU PAIPIIET ND. 13, 1999 EDITTOIL 6. JOINING OF PIPE AND RINGS, THREADED AND MELDED &MEL BE N ACCORIW CE WITH FIFPA PAAP*LET NO. 13:, 1999 ELATION. 7. OWNER TO FROYIIE ADEQUATE FEAT TO PRICVDtT NATER IN PIPES FROM FREEMO N AREAS PROTECTED BY A WET PPE SPRIITEFR SISTDL & STRUCTURAL ?1)ECIM& OF THE 811I000 ID SUPPORT THE SPRILOIR PIPING S DE RISPONSINAY OF THE CAPER AND/OR HIS STRUCTURAL REPRESENTATIVE. CONSTRUCTION NOTES: 1. DISHING BUOIIG IS PROTECTED BY 2 DOSING OVERHEAD PIPE SCHEDULED DRY SYSTEMS 2. ALL NEW (ROMEO PPNC SHALL BE SUPERFLQ. 3. ALL NEW THREADED PIPING SHALL BE DYNAHHtEAD. 4. ALL NEW THREADED FITTWIGS SHALL BE DOCILE NON. 5. AU. NEW PIPING MALL BE SLOPED H' PER 10' 10 DRUM DRIP. 6. NEW PPE SHIED PER ORO. HAZARD PPE SOEDLIE 7. MAX. SPACING SIAL BE 130 SQ. FL TrJOISInflie Iw r ev 64 TENANT SPACE AREA OF MONK KEY PLAN/VICINITY MAP SCALE POE ,,y TRRf1 WA CIA FIRESIs988RJ 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: Mattress Outlet Demo 575 Standar Blvd. Tuwi la WA DESIGNER: Brett DATE 9-23-04 SCALE1116'=1'-0' CONTRACT WITH: R.J. Hallissey Co., Inc. 128:5 Bell -Red Road Belkwue, WA 98005-2645 HAZARD: Ord. AIN City Tukwila JOB I W01243 SFS #FS -1 of 1 VIKING AUTOMATIC SPRINKLER COMPANY 3434 1ST AVENUE SOUTH SEATTLE,WA 98134-1894 HYDRAULIC CALCULATIONS FOR STONEWAY SHOWROOM 581 STRANDER BLVD TUKWILA, WA DRAWING NUMBER: FP -01 -DESIGN DATA - SHOWROOM OCCUPANCY CLASSIFICATION: OH1 DENSITY: 1.5 gpm/sq. ft. AREA OF APPLICATION: 1180 DATE: NOV 29, 2018 sq. ft. COVERAGE PER SPRINKLER: 400 sq. ft. TYPE OF SPRINKLERS CALCULATED: EC UPRIGHT NUMBER OF SPRINKLERS CALCULATED: 5 *IN -RACK SPRINKLER DEMAND: N/A gpm HOSE -STREAM DEMAND: N/A gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 566.4 gpm FLOW AND PRESSURE (AT BASE OF RISER): 566.4 gpm @ 71.35 psi TYPE OF SYSTEM: DRY *VOLUME OF DRY OR PREACTION SYSTEM: *DETAILS: WATER SUPPLY Source: Test Date: Test By: Location: Static: 79 psi Residual: 43 psi Flow: 5005.4 gpm Source Elevation Relative to Finished Flow Level: 0 ft. INSTALLING CONTRACTOR Name: VIKING AUTOMATIC Address: 3434 1ST AVE S, SEATTLE Phone: 425.622.4656 Certification number: NAME OF DESIGNER: TY ALLAN AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA NOTES: Calculations performed by HASS under license # 3803071320, granted by HRS SYSTEMS, INC. (Notes continue after pipe calculations results.) p OERT1 avommr.NCY PIKE PROTECTION SPRINIQ.ER SYSTEMS um SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/29/2018DER\BIDS\STONEWAY SHOWROOM TUKWILA\BID CALCS\BID CALC.SDF JOB TITLE: WATER SUPPLY ANALYSIS E a LC) O 0 U, •0 •ri 0) 04 0 •O Static: 79.00 psi Resid: O O P W W W •i Oa + � C b• p+ a' 0' a a i . H v W d' v' 0 a 0 0 • a • s, W ro • '0 I i U) i VD 7 W A �o E w C ) • U) 10 v) t.o .1 W ro ro • W u) CO N W M A r) E • L1. H �) -i ) W CoO . • O. U) 4) A •I • .-WI N b N O y N N W a .--I • A LL W W al p. H 11 •.i • RS u 0 a w ro • .al ▪ M ' ZW �0 0 •• (64.1 - 01 0" ' >, • c7"0NDW co a i aN aN N aa6 w a 1/11.11451141. m C) .•-1 N .1 N 'a 0 U) • I' O O w O O 4now aawcncnw O O N - -aCO•ri — SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/29/2018DER\BIDS\STONEWAY SHOWROOM TUKWILA\BID CALCS\BID CALC.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 79.0 43.0 5005.4 78.4 566.4 71.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 566.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 316.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 11.5 K=11.20 28.7 60.0 S2 11.5 K=11.20 29.4 60.8 S3 11.5 K=11.20 30.8 62.2 S4 11.5 K=11.20 35.0 66.3 S5 11.5 K=11.20 35.9 67.1 B1 11.5 - - - - 33.1 - - - B2 11.5 33.9 B3 11.5 35.5 B4 11.5 40.3 B5 11.5 41.3 M1 30.0 42.1 M2 30.0 43.4 M3 30.0 48.2 EM1 30.0 51.1 EM2 30.0 51.4 TOR 30.0 52.2 BOR 2.0 64.6 UG1 0.0 65.7 UG2 0.0 65.8 BFOUT 0.0 66.3 BFIN 0.0 - - - - 71.3 - - - SOURCE 0.0 SOURCE 71.4 316.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 r DATE: 11/29/2018DER\BIDS\STONEWAY SHOWROOM TUKWILA\BID CALCS\BID CALC.SDF JOB TITLE: NFPA3 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 S1 B1 Pipe: 2 S2 B2 Pipe: 3 S3 B3 Pipe: 4 S4 B4 Pipe: 5 S5 B5 Pipe: 6 B1 B2 Pipe: 7 B2 B3 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.5 11.20 28.7 33.1 11.20 29.4 33.9 11.20 30.8 35.5 11.20 35.0 40.3 11.20 35.9 41.3 0.0 33.1 33.9 0.0 33.9 35.5 60.0 Disch 0.0 60.0 60.8 Disch 0.0 60.8 62.2 Disch 0.0 62.2 66.3 Disch 0.0 66.3 67.1 Disch 0.0 67.1 0.0 60.0 60.0 60.0 B1 60.8 S2 120.8 5.50 100 28.7 1.250 E: 2.1 6.42 0.0 1.380 T: 4.3 11.92 0.366 4.4 5.50 100 29.4 1.250 E: 2.1 6.42 0.0 1.380 T: 4.3 11.92 0.375 4.5 5.50 100 30.8 1.250 E: 2.1 6.42 0.0 1.380 T: 4.3 11.92 0.391 4.7 5.50 100 35.0 1.250 E: 2.1 6.42 0.0 1.380 T: 4.3 11.92 0.440 5.2 5.50 100 35.9 1.250 E: 2.1 6.42 0.0 1.380 T: 4.3 11.92 0.450 5.4 B2.000 2.157 B2.000 2.157 20.00 100 0.00 20.00 0.042 10.50 100 0.00 10.50 0.152 33.1 0.0 0.8 33.9 0.0 1.6 Pipe: 8 0.0 120.8 B2 27.00 100 35.5 B3 11.5 35.5 62.2 S3 B2.000 2E: 8.8 17.63 -8.0 M1 30.0 42.1 182.9 2.157 T: 8.8 44.63 0.327 14.6 Pipe: 9 B4 B5 Pipe: 10 B5 M2 11.5 11.5 11.5 30.0 0.0 40.3 41.3 0.0 41.3 43.4 0.0 66.3 66.3 66.3 B4 67.1 S5 133.4 B2.000 2.157 20.00 100 0.00 20.00 0.050 40.3 0.0 1.0 38.00 100 41.3 B2.000 2E: 8.8 17.63 -8.0 2.157 T: 8.8 55.63 0.182 10.1 Pipe: 11 0.0 0.0 31.00 100 42.1 M1 30.0 42.1 182.9 B3 B3.000 0.00 0.0 M2 30.0 43.4 182.9 3.260 31.00 0.044 1.4 Pipe: 12 M2 M3 30.0 30.0 0.0 182.9 M1 43.4 133.4 B5 48.2 316.4 B3.000 T:14.4 3.260 25.00 100 14.42 39.42 0.121 43.4 0.0 4.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/29/2018DER\BIDS\STONEWAY SHOWROOM TUKWILA\BID CALCS\BID CALC.SDF JOB TITLE: Pipe Tag ,K-fac Add Fl Add Fl To Fit: L C (Pt) To Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) Notes Frm Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 0.0 0.0 M3 30.0 48.2 316.4 M2 EM1 30.0 51.1 316.4 Pipe: 14 0.0 0.0 EM1 30.0 51.1 316.4 M3 EM2 30.0 51.4 316.4 4.000 T:14.3 4.026 6.000 T:21.4 6.065 53.00 100 14.27 67.27 0.043 41.00 100 21.41 62.41 0.006 48.2 0.0 2.9 51.1 0.0 0.4 Pipe: 15 0.0 0.0 102.00 100 51.4 EM2 30.0 51.4 316.4 EM1 6.000 2E:20.0 19.98 0.0 TOR 30.0 52.2 316.4 6.065 121.98 0.006 0.7 Pipe: 16 0.0 0.0 28.00 100 52.2 TOR 30.0 52.2 316.4 EM2 6.000 G: 2.1 25.69 12.1 BOR 2.0 64.6 316.4 6.065 D:23.6 53.69 0.006 0.3 Pipe: 17 0.0 0.0 6.00 120 64.6 BOR 2.0 64.6 316.4 TOR 6.000 2E:28.0 58.00 0.9 UG1 0.0 65.7 316.4 6.065 T:30.0 64.00 0.004 0.3 Pipe: 18 0.0 0.0 80.00 140 65.7 UG1 0.0 65.7 316.4 BOR D8.000 2E:53.8 53.80 0.0 UG2 0.0 65.8 316.4 8.265 133.80 0.001 0.1 Pipe: 19 0.0 0.0 750.00 140 65.8 UG2 0.0 65.8 316.4 UG1 D8.000 0.00 0.0 BFOUT 0.0 66.3 316.4 8.265 750.00 0.001 0.5 Pipe: 20 0.0 Fixed Pressure Loss Device BFOUT 0.0 66.3 316.4 UG2 5.0 psi, 316.4 gpm BFIN 0.0 71.3 316.4 Pipe: 21 0.0 0.0 5.00 140 71.3 BFIN 0.0 71.3 316.4 BFOUT D8.000 0.00 0.0 SOURCE 0.0 71.4 316.4 8.265 5.00 0.001 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 computer program in accordance with NFPA13 (2016) under license no. 3803071320 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.073 gpm. F►LE FIRE SPRINKLERS INC 14115 16TH STREET EAST SUMNER, WA 98390 (253) 826-0099 HYDRAULIC CALCULATIONS FOR 581 STRANDER 581 STRANDER BLVD TUKWILA, WA 98188 FILE NUMBER: WO1115.SDF DATE: NOV 25, 2003 -DESIGN DATA - OCCUPANCY CLASSIFICATION: CLASS IV DENSITY: 22 gpm/sprinkler AREA OF APPLICATION: 15 sprinklers COVERAGE PER SPRINKLER: 100 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 1224.8 gpm TOTAL WATER REQUIRED (including hose): 1874.7 gpm FLOW AND PRESSURE (@ BOR): 1374.8 GPM @ 98 5 PSI SPRINKLER ORIFICE SIZE: 16.8 K NAME OF CONTRACTOR: FIRE SPRINKLERS INC DESIGN/LAYOUT BY: JIM STEWART AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA / WSRB CONTRACTOR CERTIFICATION NUMBER: FIRE SI* 988RJ CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/25/2003 JOB TITLE: 581 STRANDER WATER SUPPLY DATA C:\HASSFILES\WO1115.SDF SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 140.0 20.0 9040.0 133.5 1874.7 121.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1874.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 150.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 1224.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC -3.0 SOURCE 121.3 1374.7 1 33.2 K=16.80 22.0 78.8 2 33.2 K=16.80 22.1 79.1 3 33.2 K=16.80 22.7 80.0 4 33.2 K=16.80 23.7 81.9 5 33.2 K=16.80 25.6 85.1 6 33.2 28.6 7 33.2 37.3 10 33.2 K=16.80 22.2 79.2 11 33.2 K=16.80 22.3 79.4 12 33.2 K=16.80 22.9 80.3 13 33.2 K=16.80 24.0 82.3 14 33.2 K=16.80 25.9 85.5 15 33.2 28.8 16 33.2 37.7 20 33.2 K=16.80 23.0 80.5 21 33.2 K=16.80 23.1 80.7 22 33.2 K=16.80 23.6 81.7 23 33.2 K=16.80 24.8 83.6 24 33.2 K=16.80 26.7 86.9 25 33.2 29.8 26 33.2 38.9 A 30.5 45.8 B 30.5 46.2 C 30.5 47.6 D 30.5 50.7 E 30.5 53.8 F 30.5 56.9 G 30.5 61.3 H 30.5 65.6 I 30.5 69.9 J 30.5 73.6 TOR 30.5 - - - - 83.2 BOR 5.7 HOSE STREAM 98.5 150.0 UG1 -3.0 112.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/25/2003 C:\HASSFILES\WO1115.SDF JOB TITLE: 581 STRANDER NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) UG2 4.0 - - - - 102.3 CK1 -3.0 - - - - 111.7 CK2 -3.0 - - - - 106.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/25/2003 JOB TITLE: 581 STRANDER PIPE DATA C:\HASSFILES\WO1115.SDF 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 -78.8 2.703 PL 8.66 PF 0.1 1 33.2 16.8 22.0 78.8 4.4 120 FTG ---- PE 0.0 2 33.2 16.8 22.1 79.1 0.016 TL 8.66 PV Pipe: 2 -157.9 2.703 PL 8.66 PF 0.5 2 33.2 16.8 22.1 79.1 8.8 120 FTG ---- PE 0.0 3 33.2 16.8 22.7 80.0 0.059 TL 8.66 PV Pipe: 3 -237.8 2.703 PL 8.66 PF 1.1 3 33.2 16.8 22.7 80.0 13.3 120 FTG ---- PE 0.0 4 33.2 16.8 23.7 81.9 0.126 TL 8.66 PV Pipe: 4 -319.7 2.703 PL 8.66 PF 1.9 4 33.2 16.8 23.7 81.9 17.9 120 FTG ---- PE 0.0 5 33.2 16.8 25.6 85.1 0.218 TL 8.66 PV Pipe: 5 -404.8 2.703 PL 8.66 PF 2.9 5 33.2 16.8 25.6 85.1 22.6 120 FTG ---- PE 0.0 6 33.2 0.0 28.6 0.0 0.338 TL 8.66 PV Pipe: 6 -404.8 2.703 PL 7.25 PF 8.8 6 33.2 0.0 28.6 0.0 22.6 120 FTG T PE 0.0 7 33.2 0.0 37.3 0.0 0.338 TL 25.95 PV Pipe: 7 -79.2 2.703 PL 8.66 PF 0.1 10 33.2 16.8 22.2 79.2 4.4 120 FTG ---- PE 0.0 11 33.2 16.8 22.3 79.4 0.017 TL 8.66 PV Pipe: 8 -158.6 2.703 PL 8.66 PF 0.5 11 33.2 16.8 22.3 79.4 8.9 120 FTG ---- PE 0.0 12 33.2 16.8 22.9 80.3 0.060 TL 8.66 PV Pipe: 9 -238.9 2.703 PL 8.66 PF 1.1 12 33.2 16.8 22.9 80.3 13.4 120 FTG ---- PE 0.0 13 33.2 16.8 24.0 82.3 0.127 TL 8.66 PV Pipe: 10 -321.2 2.703 PL 8.66 PF 1.9 13 33.2 16.8 24.0 82.3 18.0 120 FTG ---- PE 0.0 14 33.2 16.8 25.9 85.5 0.220 TL 8.66 PV Pipe: 11 -406.6 2.703 PL 8.66 PF 3.0 14 33.2 16.8 25.9 85.5 22.7 120 FTG ---- PE 0.0 15 33.2 0.0 28.8 0.0 0.341 TL 8.66 PV Pipe: 12 -406.6 2.703 PL 7.25 PF 8.8 15 33.2 0.0 28.8 0.0 22.7 120 FTG T PE 0.0 16 33.2 0.0 37.7 0.0 0.341 TL 25.95 PV Pipe: 13 -80.5 2.703 PL 8.66 PF 0.1 20 33.2 16.8 23.0 80.5 4.5 120 FTG ---- PE 0.0 21 33.2 16.8 23.1 80.7 0.017 TL 8.66 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 11/25/2003 C:\HASSFILES\W01115.SDF JOB TITLE: 581 STRANDER 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 -161.2 2.703 PL 8.66 PF 0.5 21 33.2 16.8 23.1 80.7 9.0 120 FTG ---- PE 0.0 22 33.2 16.8 23.6 81.7 0.062 TL 8.66 PV Pipe: 15 -242.9 2.703 PL 8.66 PF 1.1 22 33.2 16.8 23.6 81.7 13.6 120 FTG ---- PE 0.0 23 33.2 16.8 24.8 83.6 0.131 TL 8.66 PV Pipe: 16 -326.5 2.703 PL 8.66 PF 2.0 23 33.2 16.8 24.8 83.6 18.3 120 FTG ---- PE 0.0 24 33.2 16.8 26.7 86.9 0.227 TL 8.66 PV Pipe: 17 -413.4 2.703 PL 8.66 PF 3.0 24 33.2 16.8 26.7 86.9 23.1 120 FTG ---- PE 0.0 25 33.2 0.0 29.8 0.0 0.351 TL 8.66 PV Pipe: 18 -413.4 2.703 PL 7.25 PF 9.1 25 33.2 0.0 29.8 0.0 23.1 120 FTG T PE 0.0 26 33.2 0.0 38.9 0.0 0.351 TL 25.95 PV Pipe: 19 -404.8 2.703 PL 2.75 PF 7.2 7 33.2 0.0 37.3 0.0 22.6 120 FTG T PE 1.2 A 30.5 0.0 45.8 0.0 0.338 TL 21.45 PV Pipe: 20 -406.6 2.703 PL 2.75 PF 7.3 16 33.2 0.0 37.7 0.0 22.7 120 FTG T PE 1.2 B 30.5 0.0 46.2 0.0 0.341 TL 21.45 PV Pipe: 21 -413.4 2.703 PL 2.75 PF 7.5 26 33.2 0.0 38.9 0.0 23.1 120 FTG T PE 1.2 C 30.5 0.0 47.6 0.0 0.351 TL 21.45 PV Pipe: 22 -404.8 4.310 PL 11.50 PF 0.4 A 30.5 0.0 45.8 0.0 8.9 120 FTG ---- PE 0.0 B 30.5 0.0 46.2 0.0 0.035 TL 11.50 PV Pipe: 23 -811.4 4.310 PL 11.50 PF 1.5 B 30.5 0.0 46.2 0.0 17.8 120 FTG ---- PE 0.0 C 30.5 0.0 47.6 0.0 0.126 TL 11.50 PV Pipe: 24 -1224.8 4.310 PL 11.50 PF 3.1 C 30.5 0.0 47.6 0.0 26.9 120 FTG ---- PE 0.0 D 30.5 0.0 50.7 0.0 0.270 TL 11.50 PV Pipe: 25 -1224.8 4.310 PL 11.50 PF 3.1 D 30.5 0.0 50.7 0.0 26.9 120 FTG ---- PE 0.0 E 30.5 0.0 53.8 0.0 0.270 TL 11.50 PV Pipe: 26 -1224.8 4.310 PL 11.50 PF 3.1 E 30.5 0.0 53.8 0.0 26.9 120 FTG ---- PE 0.0 F 30.5 0.0 56.9 0.0 0.270 TL 11.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DACE: 11/25/2003 C:\HASSFILES\WO1115.SDF JOB TITLE: 581 STRANDER 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 -1224.8 4.026 PL 11.50 PF 4.3 F 30.5 0.0 56.9 0.0 30.9 120 FTG ---- PE 0.0 G 30.5 0.0 61.3 0.0 0.377 TL 11.50 PV Pipe: 28 -1224.8 4.026 PL 11.50 PF 4.3 G 30.5 0.0 61.3 0.0 30.9 120 FTG ---- PE 0.0 H 30.5 0.0 65.6 0.0 0.377 TL 11.50 PV Pipe: 29 -1224.8 4.026 PL 11.50 PF 4.3 H 30.5 0.0 65.6 0.0 30.9 120 FTG ---- PE 0.0 I 30.5 0.0 69.9 0.0 0.377 TL 11.50 PV Pipe: 30 -1224.8 5.047 PL 4.50 PF 3.7 I 30.5 0.0 69.9 0.0 19.6 120 FTG T PE 0.0 J 30.5 0.0 73.6 0.0 0.125 TL 29.50 PV Pipe: 31 -1224.8 6.065 PL 145.00 PF 9.6 J 30.5 0.0 73.6 0.0 13.6 120 FTG 3E PE 0.0 TOR 30.5 0.0 83.2 0.0 0.051 TL 187.00 PV Pipe: 32 -1224.8 6.065 PL 30.00 PF 4.6 TOR 30.5 0.0 83.2 0.0 13.6 120 FTG 2EGA PE 10.8 BOR 5.7 H.S. 98.5 150.0 0.051 TL 89.00 PV Pipe: 33 -1374.8 6.065 PL 5.00 PF 3.1 BOR 5.7 H.S. 98.5 150.0 15.3 120 FTG ET PE 0.7 UG2 4.0 0.0 102.3 0.0 0.063 TL 49.00 PV Pipe: 34 -1374.8 8.390 PL 100.00 PF 1.3 UG2 4.0 0.0 102.3 0.0 8.0 140 FTG E PE 3.0 CK2 -3.0 0.0 106.7 0.0 0.010 TL 131.00 PV Pipe: 35 FIXED PRESSURE LOSS DEVICE CK1 -3.0 0.0 111.7 0.0 5.0 psi, 1374.8 gpm CK2 -3.0 0.0 106.7 0.0 Pipe: 36 -1374.8 8.390 PL 15.00 PF 0.8 CK1 -3.0 0.0 111.7 0.0 8.0 140 FTG TG PE 0.0 UG1 -3.0 0.0 112.5 0.0 0.010 TL 82.00 PV Pipe: 37 -1374.7 8.390 PL 800.00 PF 8.8 UG1 -3.0 0.0 112.5 0.0 8.0 140 FTG ETG PE 0.0 SRC -3.0 SRCE 121.3 (N/A) 0.010 TL 898.00 PV NOTES: (1) Calculations were performed by the HASS 7.5 computer program HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 11/25/2003 C:\HASSFILES\WO1115.SDF JOB TITLE: 581 STRANDER (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 0.067 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 30.9 ft/sec at pipe 27. (4) PIPE FITTINGS TABLE Pipe Table Name: FSI-STD.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v 4.026 10.00 20.00 6.00 22.00 12.00 2.00 20.00 10.00 5.047 12.00 25.00 8.00 27.00 9.00 2.00 21.00 15.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 19.00 PAGE: D MATERIAL: DI.52 HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVly BfyVly GatVly 8.390 31.00 60.00 22.00 78.00 21.00 7.00 PAGE: G MATERIAL: SUPFLO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee LngEll ChkV1v BfyVly GatV1v AlmVly DryVly 2.703 9.30 18.70 6.20 21.80 10.90 1.60 15.50 15.50 4.310 13.90 27.90 8.40 30.70 16.70 2.80 27.90 13.90 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DAZE: 11/25/2003 JOB TITLE: 581 STRANDER WATER SUPPLY ANALYSIS 9040.0 gpm 0.00 psi Flow Static: 140.00 psi Resid: C:\HASSFILES\W01115.SDF A" N z w O o —O 0 0 0 0 0 0 o z — o 1"-- 0 0 0 0 —O O 0 0 0 — O o 0 0 O O 0 0 0 W V' N 0 04DC9w an4WwWAWW O O co O O a4Ur4 O O N O 0 N '-i O w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Witt: 11/25/2003 JOB TITLE: 581 STRANDER WATER SUPPLY CURVE 144+ C:\HASSFILES\WO1115.SDF I\ 132+0 I \ I \ I \ 120+X \ I \ I \ I \ 108+ \ I \ I \ I \ P 96+ \ R I \ E I \ S I \ S 84+ \ U I \ R I \ E I \ 72+ \ ( I \ P I \ S I \ I 60+ \ I I \ I \ 48+ \ I \ I \ I \ 36+ \ I \ I \ I \ 24+ LEGEND \ * <-20.0 psi @ 9040 gpm I X = Required Water Supply Flow Test Point 121.27 psi @ 1874.7 gpm " 12+ I 0 = Available Water Supply " 133.47 psi @ 1874.7 gpm " I " 0++-+---+----+ + + + + + + 32004800 6400 8000 9600 11200 12800 14400 16000 FLOW (GPM) O Without Commlei :t i As Noted in Red Per The Attach€ d _,Ater These plans have been reviewed by Me Tukwila Fire -revention Bureau for conformance ,,0 1 current City "endards. i.v subject and :ni slons which 6i.) ,}. - k,thori e violations of adcpL:'d :andards and ordln;:. -:'.":. The respoo•s'bil1 y for the ,dequacy "i desi .: ... 'Ot ily'4(ih'i rho •.es;gri i . Additions; 4. `.f1':ua;. .*:*.!.,Ions to theca drawings this date v,ii!! 1 : i li4''i( and will require a resubirmil .. for subsequent approve 1. Final The Tukwila i Date: /3"--5-1 C; � c•»ri ;esu: and Inspection by i eau. VIKIN S POINT OF CONNECTION I 4" E ISTING MAIN / 4" X 3" MECH TEE UK cQ EFT:. E •� ""NT y��, rI s d. �e � :S A ,`1::�~ 9 Neese ::-.'.113-67.5.--1,M7 and 4P `3 and d E..�gi+'a L• '� thr f 'qac'. 1'" .�. oL�dn or Orl':::>e.'JIrr t On• appi oval. CV CN CD I CD 1 15-8 NI•� N O O O 0 N� 3 CN O DRUM DRIP @ BOTTOM IN CD 3 008 888 0 88, 11-912 DRUM DRIP @ 3OTTOM 7 REMO FE HYDRAULIC DESIGN AREA SHOWROOM ORDINARY HAZARD GROUP 1 DENSITY=.15 G.P. 1_80 SQ. FT. DESIGN K41.2 A 5 SPRINKLERS DISCHARGINGIIN REMOTE AREA 566.4 G.P.M. @ 71.35 P.S.I. @ SOURCE INCLUDES 250 GPM OUTSIDE OSE ALLOWANCE +1 1— 4'' STU +30-112'1 6 2 18=912 TRUT STRUT STRUT STRUT B3 TRUT I STRUT AREA NOT IN SCOPE / EXISTING STRUT STRUT STRU1 II o SITR UT B1 W N S E ABBREVIATIONS AFF - CENTERLINE ABOVE FINISH FLOOR BFC - CENTERLINE BELOW FINISH CEILING BOB - CENTERLINE BELOW BOTTOM OF BEAM BOC - CENTERLINE BELOW BOTTOM OF CHANNEL BOD - CENTERLINE BELOW BOTTOM OF DECK BOJ - CENTERLINE BELOW BOTTOM OF JOIST BOP - CENTERLINE BELOW BOTTOM OF PURLIN BTJ - CENTERLINE BELOW TOP OF JOIST COJ - CUT ON JOB GOE - GROOVE ONE END TOE - THREAD ONE END G -G - GROOVExGROOVE T -G - THREAD x GROOVE T -T - THREAD x THREAD N.I.C. - NOT IN CONTRACT POC - POINT OF CONNECTION G.O.L. - GROOVE -O -LET (GROOVED WELDED OUTLET) P.O.L - PIPE -0 -LET (THREADED WELDED OUTLET) SHOWROOM LAYOUT SPRINKLER LEGEND SCALE: 1 /4"=1'-0 nMAKE MODEL S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH • STATIC: TYCO DRY EC REC I DS -2 155° 1" 11.2 CHROME CHROME 1 RESIDUAL: VIKING EC UPRIGHT VK532 155° 3/4" 11.2 N/A BLACK 5 FLOWING: DATE: WATER SUPPLY INFORMATION UJ A REVISIONS DESCRIPTION LOCATION: A PROVIDED BY: A FIRE PUMP INFORMATION A PUMP TYPE: A o - HILTI KWIK BOLT TZ ANCHOR MIN OF 3,000 PSI CONCRETE MIN 1 1/2" CONCRETE OVER MAX 3" METAL DECK 1/2" ANCHOR w/40# TORQUE: TENSION=II240#, SHEAR=7419# ROD BOLT IMBED DIA LGTH DEPTH 1/2" 3 3/4" 4 1 1/4" MIN LONGITUDINAL EARTHQUAKE BRACE NCM -U IArED BRACE PIPE LATERAL EARTHQUAKE BRACE NCI-71IFEACED BRACE PIPE 4 WAY EARTHQUAKE BRACE uTERAL/LONCKIUMAL EARTHQUAKE BRACE TOLCO FIG. 65 C -CLAMP PIPE ROD SIZE DIA I" 3/8" I I/4" 3/8" 11/2" 3/8" 2" 3/8" 2 1/2" 3/8" 3" 3/8" 4" 3/8" 6" 1/2" 8" 1/2" RETAINER STRAP, NUT THREADED ROD i HILTI FIG LH OR TOLCO FIG 200 HANGER RING O L 08/2008 COSCO STANDARD HANGER EQ LATERAL SWAY BRACE DETAILS 04/2007 VIKING STANDARD HANGER HANGER #2 EXISTING SYSTEM ;= NEW MAIN- NEW AIN= NEW LINE= GENERAL NOTES 800004.60880....80.80 1. SCOPE OF WORK = CUSTOMERS IS ADDING A NEW SHOWROOM. EXISTING SYSTEM IS AN OLD THREADED PIPE SCHEDULE SYSTEM. VIKING IS BRING A NEW MAIN FROM EXISTING MAIN TO PROVIDE UPRIGHT PROTECTION UNDER THE NEW CEILING GRID. ARMOVER TO BE HUNG FROM WAREHOUSE STRUCTURE @ 321-0" AFF. NEW CEILING IS 2 1 21-0" AFF. VIKING WILL ATTACH TO THE WALL STRUCTURE TO HANG LINES. 2. EXISTING DRY SYSTEMS. 3. DESIGNED IN ACCORDANCE WITH THE REQUIREMENTS OF N.F.P.A. 13 (2013 ED.) ORDINARY HAZARD GROUP 1 4. VIKINGS POINT OF CONNECTION IS EXISTING MAIN. 5. ANY AND ALL ABANDONED SPRINKLER PIPING SHALL BE REMOVED. 6. NEW SPRINKLER COVERAGE TO BE 20x20 MAX SPACING. SEE CALC FOR PROOF 7. ALL END OF LINES RESTRAINT HAS BEEN DONE BY STRUT ATTACHED TO WALL 8. ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ) TO BE DONE BY OTHERS. 9. ALL MATERIAL IS NEW AND U.L. LISTED AND MEETS THE REQUIREMENTS OF CITY OF TUKWILA 1 0. OWNER IS RESPONSIBLE TO ASSURE THE STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY VIKING TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PIPING LOADS. 1 1 . THE PROJECT IS NONCOMBUSTIBLE CONSTRUCTION. 1 2. OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40° F. MINIMUM AT ALL TIMES YEAR ROUND, IN THE RISER ROOM ONLY. SYSTEMS ARE DRY. 1 3. VIKING ASSUMES NO RESPONSIBILITY, EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY VIKING. 14. OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25 (2002 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THE SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM(S). HANG TO STRUCTURE 32'-0" ABOVE HANG TO WALL (SEE DETAIL) 808. WALL SECTION STAMP PORTLAND MEDFORD SEATTLE SCALE: NTS 6" METAL STUD WALL SWI" STRUT 8" (2) g" TOGGLE BOLTS (2) 3i" BOLTS 2" PIPE STRAP 04/2007 VIKING STANDARD HANGER STRUT r CEERTIyFICATE OF OO p� FIRE PROTECTION SPRINKLER Daniel McLuen 6676-0791-C Level 3 Viking Automatic ,. , Company VIKINAS3 (KING FIRE PROTECTION VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT AREA OF WORK (1st FLOOR) P !OV 2 TUKWIL SCALE: N.T.S. OJECT: TONEWAY SHOWROOM 581 STRANDER BLVD. Ik FIRE TUKWILA, WA LONGVIEW MERI DEAN POCATELLO NEW SHOWROOM TOTAL SPRINKLER THIS SHEET: 6 RATED PRESSURE: APPROVING AUTHORITIES TOTAL SPRINKLERS THIS PROJECT: 6 RATED GPM: City of Tukwila THIS DRAWING IS THE PROPERTY OF VIKING AUTOMATIC SPRINKLER COMPANY. IT IS SUBMITTED IN CONFIDENCE AND IS NOT TO BE DISCLOSED OR UTILIZED WITHOUT THE WRITTEN PERMISSION OF VIKING AUTOMATIC SPRINKLER COMPANY. DATE DRAWN: ' 11/29/18 DRAWN BY: TY ALLAN SHEET NUMBER SCALE: 1/4" = 1'-0" PROJECT NUMBER: WSC-8D81 FP -01 FIRE ALARM RISER DIAGRAM To dedicated 120VAC Power Outlet Ground per NEC standards AES 7094 Intellipro Alarms and troubles are sent to AES radio via 7094 Intellipro interface. See diagram below. 8 8 8 8 To dedicated 120VAC Power Outlet Amseco 1640-P Transformer See detail at right for FACP Zone & Telco connections Ground per NEC standards IPGrounded per NEC standards/ / / .0 e . K.,.....�,. e fie r.. • NP 7-12. 12V 7.0Ah Battery J4 antenna break will power a piezo horn located outside the sprinkler/riser room. Zone 1: SWF- 581 Strander S. Riser Zone 2: SWF- 581 Strander N. Riser Zone 3: SWF- 571 Strander S. Riser Zone 4: SWF- 571 Strander N. Riser Zone 5: Valve Tamper Riser#1 Zone 6: Valve Tamper Riser #2 SCOPE OF WORK: Current central station transmitter is obsolete. Replace existing Safecom radio with new AES radio. Install new Fire Alarm Control Panel Bosch 7412GV3. Each riser and tamper will be on it's own zone. y- Zr.s 1( st.ol4c d•vicakk- aSov� - t . h04-atreuki dow.&, ihs4+til Few keyso7(. 'J rtCsl b.t44.-tuiy.otit oh ottoliatKl Ftce,1 A -Es c I v C„r 4 yMcq l•t - Connects to J1 serial port on 7788F radio. 0 I AES 7094 IntelliPro a . e . m . • *. r .. ► ♦ a ---- iime••..— BOSCH D7412GV3 W ml\ CELE oiilialrar. o--- r te.: 0 0 Wittii out Co, 5/i-,ments As r'4oteri !.n Per The Attached Letter ,w,, plans have }ter-, r,_�=1= 2 �r _ _ ti�,e by The Tukwila Fire .ron Ei;'"i."-,1 `` <;o'+. or(fan l^ftth current City c ;rds. Ac ,; 7 i;, st:b'jeci to errors and one w ,i .f; (.0 VioY oris of adopted ;:jirds and it s. The responsibility for the •f:i acy Gi t'se e,,'S9 } sc; for lly with me designer. ,d - ors, oerea'o..; s 'taion; to there^- drawings after :ls date^ viii vo;d i:i:. _> .ptiisce and wili require a resubtrn tta of r vis : a;,,ir;res for subsequent approval. Final acceptance is suo) ct to 'field test and inspection by The Tukwila Fire Prevention Bureau. Date: )-)— By:Alen; • , ria MIEN r ... ,C -7 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. 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 }Prmination of the testing. 21/2 / 8-8 2Y2 0 / 8-8 1/2 21/2 8-8 / 0 8-8 21/2 0/ 8-8 21/2 8-8 /0 2Y2 0 / 0 8-8 21/2 2Y2 , r, 8-8 0 8-8 21/2 21/2 8-8 / 8-8 21/2 0 8-8 21/2 21/2 21/2 8-8 0 6-11 / ° 4`v (1, •.1 0 21/2 0 2112 / 8-8 8-8 21/2 211!2-9 2Y2 21/2 / 21/2 8-8 0 6-11 ' -1 8-8 \Sq 0 1 21/2 21/2 21/2 /1-9 0 0 21/2 2½ 21/2 8-8 0'8-8 03-111 8-8 21/2 8-8 0 'e28 oii 21/2 21/2 0 21;2 0 211 8-8 8-8 8-8 g1/2 '8-8 21/2 Y2 ° / 82-8 0 21/2 8-8 2Y2 0/ 8-8 0 21/28-8 2Y2 / 8-8 0 21/2 8-8 21/2 0/ 8-8 21/2 0/ 8-8 21/2 0/ 8-8 1/2 0 2 /0 8-8 21/2 21/2 _, 8-8 0Cr---/21/27z 1;14' \Sq 0 21/2 0 8-8 21/2 8-8 21/2 0 8-8 /0 21/28-8 <7\„ 7-2/ `1, \--26 0 21/2 8-8 21/2 0 8-6 ' 21/2 21/2 00 iI28 8-8 0311-1" 21/2 21/2, ri 21/2 8-8 r 0 8-8 8-8 E -8 0 21/2 8-8 €) 21/2,-, 21/2 0 8-8 - 8-8 22i• -8 /®. REMOTE AREA 0 21/2 21/2 8-8 C13-'01 21/2 03-111 21/2 0/ 8-8 21/2 0/ 8-8 21/2 0/ 8-8 21/2 21/2 8-8 / ° 8-8 2112 21/2 0 8-8 / 0 8-8 21/2 0 8-8 / 0 21/2 21/2 8-8 /D 8-8 21/2 0 21/2 21/2 8-8 0 6-11 (1, 21/2 21/2 8-8 / 0 8-8 \Sq 21/2 0 6-11 / 21/2 /1-9 21/2 0 8-8 0 21/2 21/2 0 8-8 21/2 21/2 21/2 21/2 8-8 0 611" 8-8 qv <V 0 8-8 8-8 08-8 21/2 0/ 8-8 21/2 0/ 8-8 0 21/2 21/2 8-8 /0 8-8 21/2 0 8-8 /D 21/28-8 CI / 21/2 0 8-8 21/2 0 8-8 / 0 21/2 21/2 8-8 / 8-8 2Y2 0 8-8 2Y2 0 8-8 / 0 0 1 8-8 0 0 8-8 21/2 21/2 03_141 0 ,g1/2 8-8 0 21/20 3- 214 8-8 0 11/2 -8 2Y2 D/ 21/2 8-8 0 8-8 21/2 / 8-8 21/2 21/2 0/ 8-8 8-8 21/2 0/ 8-8 21/2 2Y2 / 8-8 0 21/2 8-8 21/2 0/ 8-8 21/2 8-8 21/2 0 /0 8-8 21/2 21/2 1-?-• 8-8 - 7-2' rt 23 0 21/2 (7-1 21/2 1-6 \ 8-8 °T 2/ 8-8 <1, 0 21/2 8-8 21/2 0 8-8 21/2 21/2 0 8-d El 21/2 /;-'\ 21/2 21/2 1-6 \ 1/2 21/2 0 8-8 /0 8-8 .41,T 8-8 NJ 21/2 8-6 0 t-; -8 0 21/2 0 8-8 0 21/2A1 21/2 8-8 F2 -a 21/2 2.1/2 0 8-8 0 6-8 21/20 2 1/20 8-8 3- THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER 22 PSI/SPRINKLER OVER 15 SPRINKLERS. 21/2 21/2,11 8-8 '-'3-11, 21/2 2Y2 21/2 /111=5-r-, 21/2 8-8 0 6-11 ' — 8-8 fel' •Sq 0 21/2 21/2 8-8 0 62-1/211 1 - 413-9 'qv \Sq I (T' 1=7 2Y221/2 0 8-8 6-11 / ° To 0 • Lc-) 0 y2 2 8-8 0 21 21/2 2112 / 8-8 0 8-8 8-8 2½)D3 21/2 ° / 8-8 EXISTING WAREHOUSE 39,668 SQ. FT. 21/2 2Y2 0341 0/ 8-8 0 U 1_1/28 0 321/20 21/2 0 21/2 8-8 0 8-8 8-8 6 21/2 0 / 8-8 21/2 8-8 21/2 8-8 21/2 21/2 / 8-8 21/2 0/ 8-8 E 8-8 21/2 0/ 8-8 21/2 0 8-8 21/2 0 8-8 /1=1 21/2 0 8-8 /0 6 I T: 21/2 6--; 21/2 1— 6,;1. 21/2_, 8-8 „ T 21/217.-'z, 21/2 1-6-\ 2,-221/2 8-8 I 0 •cti 21/221/2 1/2 _ 8 - 8 r 0 7 2 8-82 id 2V2 21/2 2Y2 2.1/2 0 21/2 21/2 21/2 0 8-8 E:3 8-6 21/2 0 8_4 0 21/2 8-8 0-8 D 21/2 8-8 0 -8 0 21/2 8-8 0 23- 1/2f11 21/20 21/ 8-8 3-14 21/2 21/2 21/2 0 / / 0 8-8 8-8 8-8 2Y221/2 21/2 0/ 0 /0 8-8 8-8 8-8 21/2 0/ 8-8 21/2 8-8 8-8 2Y2 0 / 0 8-8 0 8-8 21/2 0 I ? L°I h 21/2 o 2Y2 21/2 , 14,1-9 21/2 8-8 T - 8-8 N§ ? 7._ I 21/2 21/2 21/2 /141,--.7 21/2 8-8 0 6-11 ' 8-8 'qv 1 1 ? 1 21/2 2Y2 21/2 21/2 8-8 6-11 ' 8-8 qv 1 Io (1, N§ I 417. 21/2 0/ 8-8 21/2 0/ 8-8 0 / 21/2 8-8 21/2 / 8-8 0/ / 21/2 8-8 21/2 8-8 3/8" BEAM CLAMP TOLCO FIG. 65 3/8" A.T.R. TOLCO FIG. 99 HANGER RING TOLCO FIG. 200 0 8-8 21/2 21/2 8-8 0 8-8 /0 0 21/2 21/2 / 8-8 8-8 0 0 0 0 21/2/ 0 21/2 8-8 8-8 21/2 8-8 / 21/2 8-8 21/2 8-8 / 21/2 8-8 21/2 8-8 21/2 8-8 2Y2 21/2 CI 8-8 / 21/2 0 8-8 RETAINER STRAP TOLCO FIG. 69 21/2 a -a / BEAM CLAMP STRUCTURAL BEAM 0 8-8 0 0 8-8 0 21 2Y21/2 4-8 0 21/2II 3-1 21/2 8-8 21/2 8-8 8-8- 21/2 '8-8 T 0 -1/28 T 0/ sis 21/2 8-8 21/2 8-8 I 21/2 / 8-8 lo 21/2 Lr)Irl- 21/2 21/2 21/2 21/2 1 \ i 0 8-8 ° / 8-8 0 8-8 (191. 1 I 0 21/2 Alf. 21/2 21/2 21/2 21/2 1-6 \ 1 21/2 8-8 8-8 8-8 8-8 qv T t - fl, 0 .Sq 21/2 8-8 21/2 0/ 8-8 21/2 0 8-8 /10 I a 8-8 21/2 CI 21/21-1 / ° st 21/2 21/2 8-8 6-11 / 0 -9 21/2 0 21/2 21/20 21/2 8-8 6-11 ' •‘i2 21/2 8-8 21/2 0 8-8 21/2 8-8 HANGER DETAIL - SCALE: NONE 21/2 / 6-11 41' (1, 1'41. 0 0 0 21/2 21/2 , 4,1-9 6-11 " 0 8-8 21;2 8-8 0 8- 21/2 21/2 0 21/24 8-8 8-8 21/2 21;2 0 8-8 8-8 21/2 8-8 21/2 8-8 21/2 21/2 /1-9 0 6-11 ° 21,k 8-8 qv-- 21/2 8-, 21;28 -6 V2 0 0 2 8 048 LI - 1/2 0 0 8 2 0 2.? 8 8 0 8-8 21/2 21/2 8-8 0 8-8 col 21/2 0/ 8_8 21/28-8 T I 21/2 21/2 LJf8_8 U 8-8 0 1/2 0 / 82-8 21/2 8-8 21/2 8-8 0 21/2 8-8 0 EXISTING SYSTEM ( 21/2 8-8 21/2 / 8-8 21/2 / 8-8 21/2 0/ 8-8 / 21/2 1/2 0 2-8 /0 8 1/2 0 2-8 /41:1 8 0 21/2 8-8 21/2 8-8 21/2 8-8 21/2 8-8 XISTING SYSTEM #2 0 8-8 21/2 8-8 21/2 8-8 REMOVE AND CAP EXISTING DRY VALVE AND WALL PIV DI. 8" 789-0" +/- /0 /0 *10 I 7: 21/2"4-ff T---6-\ 21/2i 21/2_, ° 8-8 ' - 7-2' 8-8 21/2 -0 8-6 0 21/2 ,-, 8-8 2Y2 ° Z1/2 8--8 0 qv <1, 21/2 21/2 21/2 r 0 8-8 o 8-8 -8 21/2 5.1/ifi 8-8 21/2 21/22Y2 1/2 21/2 8-8 8-' 8-8 -8 8-8 21/2 13 21/2 21/26 ° 21/2 iY2 8-8 8- 8-8 0 -8 21/2 21/2 8-8 21/2 21/2 1-6\ 8-8 ° r191. 21/2 1-6 \ 21/2 0 8-8 0 0 0 21/2 21/2 2½. 8-8 1_6 21/2 \21/2_ , 8-8 0 7-2" 0 21/2 1_6\ ‘ 21/2 8-8 - 7-2/ 0 '11/2 21/2 1-6\0 21/2 / 8-8 7-2' -49 10" MAIN ON STRANDER BLVIZNS:Re FIRE SPRINKLER - PLAN SCALE: 3/32" =1'-0" 0 0 0 21/2 2 21/2 8-8 -8 21/2 21/2 8-8 21/2i1/2 0 0 21/2 0 21/2h, 8-8 -8 8-8 3-'71 21/2 8-8 21/2 8-8 21/2 8-8 0 SPRIN 8- 2 2 8- 0 8-8 21/2 8-8 21/2 0 0 p. 8 0 0 0 21/2 2 3-8 0 1 3- 21/2 0 2 8-8 <LER PIPE LINE LEGEND - - REPRESENTS EXIS11NG SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. FSI FILE #: W01115.SDF UTI. BRAC TY LK TOLCO 1/909 1" OR SCH 40 PIPE v NJ f/1 LATERAL 7/ TOLCO #909 .---....1.7:cr) TOLCO //- i, V V TV FIG 1000 SVC' HOR4.014;IPE .7C "...". FAST CLAMP /, r If V '1 TOLCO #909 1" OR 14 SCH 40 PIPE ak 1" OR 11," SCH 40 PIPE PIPE CLAMP TOLCO FIG 1000 FAST CLAMP TOLCO # PIPE CLAMP LONGITUDINAL TOLCO FIG 1000 FAST CLAMP 1" pR SCH 40 PIPE Taco #909 II WMG TO REMAIN. FLUSH AND ADD NEW STRAINER riT OF EX. 2" MAIN DRAIN I I TO BE CUT. 0 CAP OFF EXISTING SUPPLY AND DEMOLISH RISER EX. UG LEAD-IN EX. 6" DRY VALVE TO BE REMOVED (2) 8x6 FLANGED BELL REDUCERS EX. 8" FLEX COUP. TO REMAIN EX, 8" NRS VALVE WITH WALL P.I. AND TAMPER TO REMAIN ry EX. FLANGE AT FLOOR EX. FLANGE AT FLOOR EX. FINISHED FLOOR RISER SECT ON = DEMO SCALE: NONE SCOPE: 1. THE BUILDING OWNER HAS A PERSPECTIVE NEW TENANT FOR THIS EXISTING WAREHOUSE SPACE. 2. FSI WILL INSTALL THE TYCO ULTRA K17. FSI WILL REMOVE ALL THE EXISTING BRANCHLINES AND SOME OF THE EXISTING MAINS. 3. FSI WILL REPLACE THE DEMOLISHED MAINS AND LINES WITH NEW LARGER SIZED MAINS AND LINES AS SHOWN ON DRAWINGS AND CALCULATIONS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. CONSTRUCTION NOTES: 1. ALL NEW PIPE TO BE DYNA FLOW. 2. ALL NEW FITTINGS TO BE GROOVED. 3. ALL BRANCHLINE HANGERS TO BE 6" OR SHORTER. THESE HANGERS WILL ACT AS LATERAL SWAY BRACES. 4. BUILDING SQUARE FOOTAGE: 39, 668 SQ. FT. 5. EXISTING BRACING TO REMAIN. NEW BRACING SHOWN ON DRAWING. 6. EXISTING MAIN HANGERS TO REMAIN. NEW HANGERS SHOWN ON DRAWING. TIE EXISTING SYSTEMS TOGETHER HERE RECONNECT 2" MAIN DRAINS NEW 8" BLIND FLANGE TO SYSTEM #2 TO SYSTEM #1 NEW 6" GxG FILLER win NEW VICTAULIC MOD 751 FxG ALARM VALVE W. PRESSURE SWITCH AND RETARD CHAMBER EX. FINISHED FLOOR FlOSER SECTION gla REINSTA1.0. SCALE: NONE w w , w /* w\ A-1 T ilk w / ,--..- I \ \\i' BAR rre:\ 0c. \L 1 EXISTING WAREHOUSE \-EXSTNG WIDE FLANGE Et AI,I —EXISTING Er AMTER STEEL COLUMN FXISTING CONCRETE— LOLUMN EXISTING FINISHED FLOOR 4.3'-80 A8OVE STREET LEVEL) 15TN808„-aAETER 39,668 SQ. FT. EXISTING FINISHED FLOOR (3'-8" ABOVE STREET LEVEL) PARTIAL BUILDING - SECTION SCALE: 3/32" =1'-0" AREA OF WORK ei Without Comments 0 As Noted In Red El 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 de-sicnz.-,r. Additions, deletions or revisions h these drascinaz, this date will void this, acceptance and will requice a II resubmittal of revised drawings for subsequent approvi. ‘..1 Final acceptance is subject to field test and inspection ty The Tukwila Fire Prevention Bureau. Date. / 2 , 60 7e5 5 By: f UKWILA FIRE DEPAtifivitiil Please call: 575-4407 and give this job No. 03- s ac76 and exact address for shut, clown or restoration approval. KEY-PLAN SCALE: NONE (SRC/ OWNER: R.J. HALLISSEY CO., INC. uJ CONTRACTOR: DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER 0 —74 DELUGE/PA. RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) SEISMIC BRACING H FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH BRANCHLINE NUMBER HYDRAULIC NODE CENTERLINE OF PIPE TO DECK ecY-0' CEILING ELEVATION S-9-1-7-01---' ELEVATION DATUM A.F.F. 1771 THIS SYSTEM IS ri THIS SYSTEM IS NOT LJ HYDRAUUCALLY DESIGNED? I—I HYDRAULICALLY DESIGNED A "U" HOOK "L'." ROD TYPE: MFG. MOD. SYM. ORIF. FIN. TEMP. K- FAC. QTY. FLOW TEST STATIC 140 RESIDUAL '20 GPM FLOWING 9040 DATE & TIME COACH SCREW ROD "C" CLAMP MACHINE THREADED ROD TOGGLE NUT UPRIGHT - ULTRA K17 TYCO TY7153 3/4 BR. 200*F 1 6.8 414 TOP BEAM CLAMP W/ STRAP POWDER DRIVEN STUD EYE ROD WEDGE ANCHOR SYSTEM DESIGN FLUSH SHELL SAMMY SUPER SCREW (SWG20) REMOTE AREA N/A DENSITY N/A MAX. AREA/HEAD 100 SQ. FT. K -FACTOR 16.8 NOTES: CEILING FLANGE S30 SAMMY SUPER SCREW (GST30) SIDE BEAM BRACKET "J" BOLT TRAPEZE UNISTRUT POST SHORT CLIP TOTAL THIS SHEET 414 WA CL # F1RESI*9 88RJ 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: 581 STRA\DER 581 STRANDER BLVD TUKWILA, WA 98188 CONTRACT WITH: HALLISSEY CO., \C. 12835 BELLEVUE—REDOND ROAD BELLEVUE, WA 98005-2645 (425) 455-9292 DESIGNER: JIM STEWART DATE: 11/21/03 SCALE: AS NOTED HAZARD: HIGH PILED AHJ CITY OF TUKWIL Jur to LW, JOB # 1115 SHEET # FS -1 OF 1 NOV 26 2003 ft -22781 it5vf°' EZ 21/i 212 ❑ / 8-8 ° 8-8 / ❑ ❑/ 21/2 0 21z /❑ 8-8 8-8 ❑/ 2Y 8-8 212 2Yz 8-8 0 8-8 / 211 21 8-8 ° 8-8 / 21 2122l 'r/1_g 2/ 8-8 0 6-11�y ° 8-8 'L 2Yz 2Y2 8-8 0 8-8 / ,sq 0 2Yz 6-11 2Y2 ❑ 21 . 2°V(2-19, .. 2/ 8-8 JQ 2Y 2Y 8-8 0 6-11/ ti JQ ❑ 8=8 ° 21 2Y2 8-8 ❑ �2'ri ❑ 2Yz I 8 8 3-'(1 2Yz'. 2Yz /1-9 21/2 ° 8-8 0 8-8 8-8 O .8' 8 03111 21/21221z ❑ 2Y2 8-8 '8 8 3-'0 2Y2 ❑ / 8-8 21/2 i O 8-8 ° / 8-8 2Y2 2Yz ° / 8-8 0 8-8 2Y ° / 8-8 o 8-8 2Yz ❑ / 88 ❑ 2 / 12 8-8 212 AD8-8 21/2 o 8-8 /❑ o 21/2 8 8 /❑ 21/2 2Y2 1 6\212 212 8-8 ° 7-2/ ° 8-8 0 I d• 2Yz X7'1 21/2 1-6\ J)21/2 8-8 ° 7-2/ /2b JQ 0 ❑ 2/ 8-8 0 88 \4 > 0 2Yz 8-8 1?� ❑ 2Y2 8-8 (2 } O 212 8-8 ❑21/2 3.(11 REMOTE AREA 21/2 o 8-8 °3'x.(11 {1--1_r ❑ 214 8-8 ❑ / 21/2 8-8 ❑ / 21/2 8-8 ▪ 8-8 /❑ 2/ 2Y 8-8 0 8-8 / ° ❑ / 2Y2 8-8 0 2Y2 /❑ 8-8 21/2 2Yz 8-8 ° 8-8 / ° / 21 21 212/1-9 8-8 0 6-11 /' ti 21/2 2Y2 8-8 ° 8-8 / ° JQ d• 0 212❑ 21 0 8-8 8-8 2Y2 2Y2 21 _/1-9 21z 8-8 0 6-11/7 ° 8-8 ti JQ 2Yz 2Y2 21/2 �/1-9 21/2 8-8 0 6-11 y/'( ° 8-8 JQ� I I9 212 8-8 212 ❑ �2' ❑ 2Y2 3_lI ❑ 2Y 8-8 O 21/2 ❑ 8-821/2 ❑ ea ❑3111 2Y2 21/2 ❑ / 8-8 ° 8-8 2Y2 a / 8-8 0 8-8 2Yz ❑ / 88 ❑ / 88 ❑ '8v8 031/2V ° / SY8 ° • 8-8 2Yz 2 ❑/ 12 8-8 2Yz ° 8-8 /❑ 21/2 /�' 2Y2 1-6\ x'21/2 8-8 try " 7-2/ I, JQ r1.�F.� 0 ❑ 8'8 ❑ 21/2 6 ❑ 21 21/2 1-6\:-/212 8-8 Er -/-2/ ° ti JQ 0 2Y2 \-221 8-8 �ti T 7-2/ ° JQ I° 212 21/2 8-8 ° 8-4 ° 2Y2 212 21 8-8 0 8-‘ 8-8 21/2 12 8-8 00 ° 2+/i ❑ 212 8-8 3-'il 2Y 21/2 8-8 0 888 0 212 ❑ 212,1 8-8 3-9' THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER q�2 PSI/SPRINKLER OVER 15 SPRINKLERS. 212 ❑ 2Y2 1 8-8'3 ❑ / 2Y2 8-8 ❑ / 21 8-8 2Yz ° 8-8 / ❑ ❑ / 21/2 8-8 8 8 /❑ 21/2 2V2 8-8 ° 8-8 / ° 21/2 2Y2 8-8 ° 8-8 / ❑ 1 2Yz 21/2 2Yz -11.421-9 /1-9 212 8-8 0 6-1141 1 ° JQti I 10 1 2Y2 2Y2 21 i/1-9 8-8 ° 6-11 y j ° 8-8 Jet, 1 2Yz 2Y2 8-8 ° 8-8 / ❑ 21/2 ❑ 21/2 8-8 8-81 21/2 ❑ 818 ° *1 1 1 2Y2 22 . 21/2 8-8 0 6-11'4/ti I 8-8 `t JQ'n1¢ O '8-8 ❑3YIjl 212 2Yz ° / 8-8 0 8-8 EXISTING WAREHOUSE 39,668 SQ. FT. 2Y2❑ '8- 133-'01 2Y2 8-8 8 8 3-'(1 O 2Y2 ❑ 22 8-8 8-8. 6 O /21/2 ❑3vA 1 2Y2 2Yz ❑ / 8-8 0 8-8 2Y2 21/2 ❑ / 8-8 0 8-8 ❑ / 212 8-8 ❑ / 2' $-8 I� 1-\ l`�21z o 8 8 /° 8 v8 °, T 7-2/ 12 ❑ / 23/2 8-8 2Yz ° 8-8 /❑ 6 �I o IT 2Y8 -$ -6\l1/2 �)2y 8 0 cl,1 1/2 I`� 212 1 21/2 8-8 07-2/ 7-2/ 212 21/2 21/2 2 8-8 0 8-4 ° 8-8 0 8 21/2 2 88 ° 8-4 ° O 8 8 ° 8-4 ❑ 2Y2 21z $-8 ° 8 ° 2Y2 8-8 21 2Y2 8-8 ❑3-T11 ❑ - 8 ❑ 21/2❑ 2Y 8-8 3-1 212 8-8 03- 211 �� ��t.. 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TOLCO FIG. 99 HANGER RING TOLCO FIG. 200 z -RETAINER STRAP TOLCO FIG. 69 \\\\� \\\\\ \ 1 \ BEAM CLAMP STRUCTURAL BEAM HANGER DETAIL - 'D' SCALE: NONE Je 2Y /1-9 0 0 ❑ 88 138-8 ❑ 1219-- 21/2 /. 2 i - 11L.. JQ 2 8 2 8r�8 -8 LZ 1 Y TOR ❑ / 2Y2 2Yz 21 21/2 2Y2 A.F.F, 8-8 T I I I 21/2 O / 8-8 8-8 212 8-8 2Y 8-8 / 81/28 212 8-8 21/2 8-8 EXISTING SYSTEM # { GI 8-8 8-8 XISTING SYSTEM #2 21/2 8 8-8 JQ d' 2Y2 1 �\ 8-8 ❑ ti's REMOVE AND CAP EXISTING DRY VALVE AND WALL PIV D.I. 8" ,sq d• 21/2 7-2/ 0 212 21 r, 2Y2 8-8 i 21/22 ❑ 8-S 2Y2 1 \ 212 8-8 9,y 1-2' ti JF -49 10" MAIN ON STRANDER BLV FIRE SPRINKLER - PLAN 21 ❑ 8- 8-8 2/ 'r`1 212 0 8-8 -8 ° 9-8 2Y2 8-8 8-8 - 8 212 8-8 SPRINKLER PIPE LINE LEGEND - - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. FSI FILE #: W01115.SDF SCH 40 PIPE CI. TOLOO FIG 1000 FAST CLAMP TOLCO #909\ 1" OR 1r SCH 40 PIPE TOLCO PIPE CLAMP TOLCO #909 TOLCO FIG 1000 FAST CLAMP SCH 40 PIPE z Vir/2 TOLCO #4A PIPE CLAMP TOLCO FIG 1000 FAST CLAMP 4 -WAY SCH 40 PIPE - WAY R I 0011 (2) 8x6 FLANGED BELL REDUCERS EX. WMG TO REMAIN. FLUSH AND ADD NEW STRAINER EX. 6" DRY VALVE TO BE REMOVED Fl LITITII II g EX. 2" MAIN DRAIN '40 TO BE CUT. S 04 - CAP OFF EXISTING SUPPLY AND DEMOLISH RISER EX. UG LEAD-IN EX. 8" FLEX COUP. TO REMAIN EX. 8" NRS VALVE MTh WALL P.I. AND TAMPER TO REMAIN EX. FLANGE AT FLOOR EX. FLANGE AT FLOOR EX. FINISHED FLOOR RISER SECTION = DEMO SCALE: NONE SCOPE: 1. THE BUILDING OWNER HAS A PERSPECTIVE NEW TENANT FOR THIS EXISTING WAREHOUSE SPACE. 2. FSI WILL INSTALL THE TYCO ULTRA K17. FSI WILL REMOVE ALL THE EXISTING BRANCHLINES AND SOME OF THE EXISTING MAINS. 3. FSI WILL REPLACE THE DEMOLISHED MAINS AND LINES WITH NEW LARGER SIZED MAINS AND LINES AS SHOWN ON DRAWINGS AND CALCULATIONS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6), WHICH IS END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 1999 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. CONSTRUCTION NOTES: 1. ALL NEW PIPE TO BE DYNA FLOW. 2. ALL NEW FITTINGS TO BE GROOVED. 3. ALL BRANCHLINE HANGERS TO BE 6" OR SHORTER. THESE HANGERS WILL ACT AS LATERAL SWAY BRACES. 4. BUILDING SQUARE FOOTAGE: 39, 668 SQ. FT. 5. EXISTING BRACING TO REMAIN. NEW BRACING SHOWN ON DRAWING. 6. EXISTING MAIN HANGERS TO REMAIN. NEW HANGERS SHOWN ON DRAWING. TO SYSTEM #2 TO SYSTEM #1 TIE EXISTING SYSTEMS TOGETHER HERE FS 1 XI 11 RO F RECONNECT 2" MAIN DRAIN NEW 8" BLIND FLANGE NEW 6" GxG FILLER NEW VICTAULIC MOD 751 FxG ALARM VALVE W. PRESSURE SWITCH AND RETARD CHAMBER EX. FINISHED FLOOR RisER sEcTioN REINsTALL SCALE: NONE PARTIAL BU LDING SECTION AREA OF WORK E TE e:( Without Comments ED As Noted In Red Ei 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 a f omissions which do not authorize violations of adopted Istandards and ordinances. The responsibility for the adequacy of design rests totally with the de -signer. Additions, deletions or revisions to these drawings after 74 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: izi/o/o3 By: 47C) Please call: 575-4407 and give this job and exact address for shut= clown or restoration appro4 KEY - PLAN SCALE: NONE (STRC// OWNER: R.J. HALLISSEY CO., INC. 62 CONTRACTOR: DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) ± SEISMIC BRACING FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH HYDRAULIC NODE CENTERLINE OF PIPE TO DECK 89'0' CEILING ELEVATION ELEVATION DATUM EA THIS SYSTEM IS HYDRAUUCALLY DESIGNED in THIS SYSTEM IS NOT I -I HYDRAULICALLY DESIGNED A "U" HOOK "L" ROD TYPE: MFG. MOD. SYM. ORIF. FIN. TEMP. K -FAC. QTY. FLOW TEST STATIC 140 RESIDUAL 20 GPM FLOWING 9040 DATE & TIME COACH SCREW ROD MACHINE THREADED ROD TOGGLE NUT UPRIGHT - ULTRA K17 TY7153 3/4 BR. 16.8 414 TOP BEAM CLAMP W/ STRAP POWDER DRIVEN STUD EYE ROD WEDGE ANCHOR SYSTEM DESIGN FLUSH SHELL SAMMY SUPER SCREW (SWG20) REMOTE AREA N/A DENSITY MAX. AREA/HEAD K -FACTOR 16.8 NOTES: CEILING FLANGE S30 SAMMY SUPER SCREW (GST30) SIDE BEAM BRACKET TRAPEZE "J" BOLT UNISTRUT POST SHORT CLIP TOTAL THIS SHEET 414 Fire Sprinklers 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: STRANDER 581 -§TRANDER BLVD TUKWILA, WA 98188 CONTRACT WITH: HALLISSEY 12835 BELLEVUE-REDMOND ROAD BELLEVUE, WA 98005-2645 (425) 455-9292 DESIGNER: JIM STEWART DATE: 11/21/03 SCALE: AS NOTED HAZARD: HIGH PILED AHJ CITY OF TUKWILA / WSRB JOB # 1115 -EXISTING 21' B.AR EXISTING WAREHOUSE \--EX,,ISIMNG VIDE EXISTING FINISHED FLOOR (3'-8" ABOVE STREET LEVEL) EXISTING FINISHED FLOOR (V -E" ABOVE STREET LEVEL) PARTIAL BU LDING SECTION AREA OF WORK E TE e:( Without Comments ED As Noted In Red Ei 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 a f omissions which do not authorize violations of adopted Istandards and ordinances. The responsibility for the adequacy of design rests totally with the de -signer. Additions, deletions or revisions to these drawings after 74 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: izi/o/o3 By: 47C) Please call: 575-4407 and give this job and exact address for shut= clown or restoration appro4 KEY - PLAN SCALE: NONE (STRC// OWNER: R.J. HALLISSEY CO., INC. 62 CONTRACTOR: DRAWING SYMBOLS HYDRAULIC DESIGN INFORMATION HANGER LEGEND HEAD LEGEND ALARM VALVE RISER DRY PIPE RISER FLOW SWTICH RISER DELUGE/P.A. RISER PIPE 'RISE' PIPE 'DROP' PIPE HANGER (SEE CHART) ± SEISMIC BRACING FLEXIBLE GROOVED COUPLING RIGID GROOVED COUPLING THREADED PIPE COUPLING CONTROL VALVE CHECK VALVE FDC WATER MOTOR GONG ELECTRIC BELL 1A 6x21-0 WELDED PIPE TAG 9-0 PIPE LENGTH HYDRAULIC NODE CENTERLINE OF PIPE TO DECK 89'0' CEILING ELEVATION ELEVATION DATUM EA THIS SYSTEM IS HYDRAUUCALLY DESIGNED in THIS SYSTEM IS NOT I -I HYDRAULICALLY DESIGNED A "U" HOOK "L" ROD TYPE: MFG. MOD. SYM. ORIF. FIN. TEMP. K -FAC. QTY. FLOW TEST STATIC 140 RESIDUAL 20 GPM FLOWING 9040 DATE & TIME COACH SCREW ROD MACHINE THREADED ROD TOGGLE NUT UPRIGHT - ULTRA K17 TY7153 3/4 BR. 16.8 414 TOP BEAM CLAMP W/ STRAP POWDER DRIVEN STUD EYE ROD WEDGE ANCHOR SYSTEM DESIGN FLUSH SHELL SAMMY SUPER SCREW (SWG20) REMOTE AREA N/A DENSITY MAX. AREA/HEAD K -FACTOR 16.8 NOTES: CEILING FLANGE S30 SAMMY SUPER SCREW (GST30) SIDE BEAM BRACKET TRAPEZE "J" BOLT UNISTRUT POST SHORT CLIP TOTAL THIS SHEET 414 Fire Sprinklers 14115 16th Street East Sumner, WA 98390 (253) 826-0099 PROJECT: STRANDER 581 -§TRANDER BLVD TUKWILA, WA 98188 CONTRACT WITH: HALLISSEY 12835 BELLEVUE-REDMOND ROAD BELLEVUE, WA 98005-2645 (425) 455-9292 DESIGNER: JIM STEWART DATE: 11/21/03 SCALE: AS NOTED HAZARD: HIGH PILED AHJ CITY OF TUKWILA / WSRB JOB # 1115 5. 55-5 14r. 2, A-rR - "4./T _ Fs74,t!S^. 3535 .35 t t s # a 4.4t __ 1 i } -t a. -9- 33.3 r 1 1 t 11 CrA•drro 433 w 4r -tow' l I- 0--11 fan `roc timet= 2 '12 O c F A, 2'4 R ! mss- rt, ✓ re a 0- P..-4 7 Y G # Z r .Q I f z r ct al } P4.4_ es or fit. f ti 1 535, C 1- Qy'1r, CO,v," $q►yrY+',PS44- —• .3 -- .54 r !a k * V e"fifiri: t✓ -1. ' 1TYY gif-AV rj v St/+4re *14 .y 5.4 1 Y m . s t f PPR VED The drawings affixed hereto have been reviewed and accepted as meeting or exceedr-g minimum r,qu -ments of the City of Tul, vi a Fire D pt D ,.au of Fre Preveition Additions or revi fors to these drawings after thi dat- shall not be construed as being approved or reviewe }_-:7‘C F TUKW -BUREAU I �OFTY OFIRE PREVENTION - ::Q Se-...` IpC7 a.- --- -- 4 _ F - - -'¢ !F ° "C5 ArOtC:, r Qix `` - _ ' -. - " fs zp,.- �+ tt_ C s /40 . at -e.‘",,-,=4,7- .i AI r t"".erv� x`•w- •x•a 5 ( (/_ . , ,45 f -a d fT -435 Jr v/Z26,10vol.44 -41 3,3 5-5 >r FIRE PREVENTION SYSTEMS, INC (2061 682-6313 500 JOHN ST SEATTLE WASH 96109 Offices Seattle - Portland Anchorage Spokane JOB NO. DWG. NO DRAWN Cr - DATE SCALE 3.1e .135 • ExrsTG, 2'7." Pgi Q -N 41'4 4- . A .F. FIA GEZ LEGEKID Oa i I'4 11-t,. IZ o 1 .{7... _..... iv -;T----- ti - 0 ('-1 c1:v IP ea—'{ I IQ• 4 • FL 6R PLAN I/ b - = 11 -0 - - WITHOUT COMMENTS. AS NUT -D IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and ccepted by the City of Turn 'il.3 Fire De.;t. A_Idikons, de!e ions or re.i.si n to t:> � .:r - after this date v; t ! I .. I _' tr; i ; a ` ; .; n and will requi ;ttu{ u, revisad drawings. su'7.; ::ct fiaid- insdET. -...i 7 a re,,re entative of this deN r . ent DATE: 2(qv DY: 5/Z- CUY=,FT ::fi11ILA 5i5-446 :CATE of TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No.9 allexact address for shut tN restoration approval. Z.) ALL cimaPS 1Z Fair I (.0-4-) )Ho , 37 H GE -1L H 43E C-oVeizED VJIT4 04FSUL-ATIb►J MAY 2 °:' 1992 • # tJAMe: 27 PORATE MoVIHE/ 5y5TEM', 5$ I 5TIZA4DE►Z - Pvt._VO. SEA -rt , wo, SPIZINkL R- LJ' ? APPP-o/ ,A -S eEctulZEp (GElJEiza,1_ nksiEs 6 M - TYPE MFZ./ MODEL SIZE TEMP FU Ji6i 4 GAI.k)PY OUAki. GITy OF- TUILWIt_s • (aEM F117 1(Z' It -s G+I�oNE iE7 . c1+1z. 13 DE1-10 . ExtSTIrd(, , blas( SYSTE1-4 v.1 J �jcIS'r1WI 0F1IC- rZEMOVAL I HEW 4=z1( SYSTEM c NEW OF1=t C � 4 tZo M EX I STII-ty 2J z` RaP, Fire Systems West 1502 Pike St. NW, Suite 4 • Auburn. WTashington 98001 PHONE 206-8334248 PIJG. gY DATE Joe IJo. JIM RUAIVe- / ,I4Z 799v - I OF I 4- 4-4 s y • J N n ,C c is• c 0 <>> > o 7-1 N < �'fq _cD m cls -44 Z m op sow:. 03 CO (fjn d i7 n D ", -i Ca rn� CD g5.7 c -Da *� .� -, , OiQc? c MXI ono3o.ED �> a0=c cvg CS % 3== cr 0�l�0 D nv c ooN 71 -' -' °' c T A� '0 N m • `� 3 -0 -x. illc a a 0 -4- (1) 0 y ro n 1, 7 <z m .n CD OT 0 CD v En. W O ▪ y; ' O " m' ,„73CDD30 c -1- m v (1)o 0 ,. < c o m O i �°So�� Z CD _n CD CT w St o cD CD CD fD CD -1 7 -I C —r L P 3rP'w�o' • • • 1 r.3-.- a -r— �- s- 4.... 3,- • • • • 1 i t i 1 .t 1 4 1 1 1 tt- c 1 • • # 3 CEILING PLATE ROD & RING # 4 - EYE ROD WOOD SCREW & RING --- # 7 - POWDER DRIVEN STUD ROD & RING 3.3 HAN GERS • • • SPRINKLER HEAD SYMBOLS UPRIGHT ON LINE PENDENT ON LINE PENDENT ON DROP UPRIGHT ON STUB UP 4S) - DRY PENDENT SIDEWALL .44 UPR EL PEND ON DROP TYPE SPRINKLER DESCRIPTIONS SYM L TEMP QTY • APPROVALS & INSPECTION 1 2 3 4 WATER DEPT - ADDRESS - CITY • • NcM( 4.0k..ik is la 66 iN Pei {mss TIAAL3C, Fio4 x:14 • V • PHONE COPIES PHONE .3321333..35 CONTRACT WITH ADDRESS CITY PHONE ARCHITECT ADDRESS CITY PHONE "rzlin FIRE PREVENTION WO SYSTEMS, ISJC. 2. • t APPROVE The drawings aft 1�ced hereto have been reviewed and aceePtca as meettai og the or exceedcrg minimum re u Coteau of tine C ty of Tu ct it a Fire Dep ,� ons to these Prevention Add tions or r.vi drawings after this ova shaafl of b c n trued as being PPVA 9 iciR2 CITY OF TUKWII-A"1r BUREAU OF FIRE PR,._JI • • • • • HOS TI -US 11 160 DRAWN DATE SCALE • -..3,2632223 581 STRANDER BLVD ASSOCIATED PERMITS 18-S-219 D18-0187 D18-0207 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)18-OZo% /S -5 -u9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Zoi 7%(3 Type Inspectio /�YJ 4 Con ct Person: Address: Suite #: No) �4'-%— Special Instructions: Phone No.: Approved per applicable codes. rCorrections required prior to approval. COMMENTS: /j e 3 Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 44+ -2 --)r'e ///4-,4-1 .sem✓ iq!/1 SPr,%r c7'51ir.� : 19,v4/,' A Add .6r 76X141/1s) e/iSee. S .re, J .I) Gvi !/ //,‘,4440/4 4,710116 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A. f‘rif g3 Date: 6461/9 Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: ( Type of Inspection: Address: Suite #: #: SI) pl SIsravtd.f,-( f7w )ontact Person: Special Instructions: Pre -Fire: Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: ©k c&' - Needs Shift Inspection: Sprinklers: ( Hrs.: ( Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 3— I Inspector:Fyi",Date: I A 1101 Hrs.: ( �} $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NIJVIBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type ..:1-"Ct&etsfit.si Rasoff1,--). of Inspection: I Address:Contact Suite #: ,'' I .'1'Yt, ,-tR,r Person: Special Instructions: c Phone No.: [Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: c Permits: kN5-;-.11/41L-of )f. (t.44 -141A i‘......Ass. — tv ii- s -I-6 44-eV,G(Ls-.,c;\ 14s e.tidef,f t-) 1:4 <Nei,. A ,M 1 tic tC3 0-v--- I £ 4s PILL `$ locAc2 i -'�— "YL \t\ up toac -A1Ne"' ' T` l to EACH r N O �t -'iC-S - C-.-Q-Mfit_• PI,.•. S ` CAS - p` 14 ."-C t- s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ,1•1S3 j S3 Date: /ZhZ f/ b Hrs.: / O n $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113