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HomeMy WebLinkAboutPP - 13003 TUKWILA INTERNATIONAL BLVD - BUTCHER BUILDING - PERMITS AND PLANS13003 TUKWILA INTERNATIONAL BLVD ASSOCIATED PERMITS 17-F-009 16-S-189 02-F-259 4410W144 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** SITE LOCATION '�% , / King Co. Assessor's Tax No.: Site Address: / 30 0_3 / 1�1� L[h.(�y� A_.1_, . `.. Suite Number: Floor: Tenant Name: 4Ru(., New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. g2ea 24,4" 1/0747.stexa►I Name: City State Zip Day Telephone: 4)6-- Sri,- 643 Company Name: P y 475 F �� f'e.. jl e, -j L i Mailing Address: S 0 r1/ert Dq. v04 '07 City State Zip E-mail Address: Cl eel .rL�e_L . C� Fax Number: 6 Contractor's City of Tukwila NICET III number: ) Business License number: Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ / SA.00D Scope of Work (please provide detailed information): =41* -1.(' / 1 ELc) arzeC/ .d.Se-/_ 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 0 J' Signature: '�' Jee.i. '>� G"'+�/ Date: nn �/j' l ' Print Namely' ez6 e tafs 447.3 A.. E.&/ Day Telephone: LD6 -- SST/ ER OR AUTHORIZED AQENT: Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Butcher Building 13003 Tukwila International BI Permit No.: 16-S-189 Date: September 15, 2016 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 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • • • Provide sprinkler protection beneath all stairs per NFPA 13, 8.15.3. • Provide freeze protection for attic sprinkler heads/piping. • Comply with NFPA 13 obstruction tables. • Provide an exterior weather-proof bell/strobe on the building facing the direction of fire department access. • Install a fire department Knox keybox. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • The drain(s) shall be plumbed to sanitary sewer. • 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. • Maintain a 4 ft. clear space around the sprinkler riser for emergency access and provide code compliant stairs for mezzanine access. • When the sprinkler riser is located inside a room, the door to the room shall have a sign with one -inch letters which reads "SPRINKLER RISER". • Provide a spare sprinkler head and wrench box at the riser. • An electrically supervised post indicating valve (PIV) is required. • The PIV height shall be 36 inches. • FDC shall have the building number served by the FDC stenciled vertically in 3 - inch high white numbers on a "safety red" background, facing the direction of vehicular access. • The height of the fire department connection (FDC) shall be 36 to 48 inches above grade. • The FDC shall have a downward angle bend of 30 degrees with a 5 -inch Storz connection and a Knox locking Storz cap. • The underground fire line installation requires a separate Public Works Permit. • All new underground piping shall be hydrostatically tested and inspected. Contact Dave Stuckle, Public Works Inspector, at 206-433-0179 to make an appointment. • When subject to vehicular damage, protective guard posts or curbs are required around sprinkler valves and hydrants. Posts and curbs are to be painted yellow. • All exterior components of sprinkler systems shall be painted red. • All control, drain, and test connection valves shall be provided with permanently marked weather-proof metal or rigid plastic identification signs. • All interior control valves shall be readily accessible, labeled, and located not more than 6 ft. above the floor. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. BATTERY CALCULATION WORK SHEET Contractor: Job Site: C & R Electric, Inc. 919 S.W. 150th St. Suite A Burien, WA 98166-1829 Office (206) 937-3654 FAX (206) 932-8538 Customer: Panther Sports 13003 Pacific Hwy. S. Seattle, WA 98168 FIRE PANEL Panther Sports 13003 Pacific Hwy. S. Seattle, WA 98168 Date: Panel Type: Module: Office FAX 12/11/02 Ademco Vista 100 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. PART# Qt STANDBY ALARM UNIT CURRENT TOTAL CURRENT UNIT CURRENT TOTAL CURRENT Vista 100 1 0.35 .3500 0.35 .3500 6139R 1 0.04 .0400 0.1 .1000 4193SN 10 0.0015 .0150 0.0015 .0150 5192SD 24 0.0028 .0672 0.0028 .0672 5140DLM 1 0.05 .0500 0.05 .0500 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 Total Standby .5222 Total Alarm .5822 Capacity Formula Calc Value Standby Capacity Total standby load X 24 hours X 1.1 Contingency factor. 13.7861 Alarm Capacity Total alarm load X .083 hours (5 minutes) .0483 Total Capacity Standby and alarm capacity 13.8344 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. BATTERY CALCULATION WORK SHEET Contractor: Job Site: C & R Electric, Inc. 919 S.W. 150th St. Suite A Burien, WA 98166--1829 Office (206) 937-3654 FAX (206) 932-8538 Customer: Panther Sports 13003 Pacific Hwy. S. Seattle, WA 98168 BOOSTER PANEL Panther Sports 13003 Pacific Hwy. S. Seattle, WA 98168 Date: 12/11/02 Panel Type: Silent Knight Module: 5495 PART# Qt STANDBY ALARM UNIT CURRENT TOTAL CURRENT UNIT CURRENT TOTAL CURRENT 5495 1 0.075 .0750 0.175 .1750 WH -126369 1 0 .0000 0.025 .0250 WH -129404 7 0 .0000 0.178 1.2460 WH -129400 2 0 .0000 0.166 .3320 WH -103943 1 0 .0000 0.03 .0300 WH -114911 1 0 .0000 0.088 .0880 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 .0000 Total Standby .0750 Total Alarm 1.8960 Capacity Formula Calc Value Standby Capacity Total standby load X 24 hours X 1.1 Contingency factor. 1.9800 Alarm Capacity Total alarm load X .083 hours (5 minutes) .1574 Total Capacity Standby and alarm capacity 2.1374 NFPA 72A Local systems Require 24 hours of standby plus 5 minutes of alarm operation at the end of the 24 hour period. You must use battery ampere hours (A.ii) calculations to verify compliance with NFPA 72A. The following formula includes the calculation for 5 minutes of alarm operation at the end of the 24 hour period, as well as a 10% contingency factor which allows for depletion of battery capacity with age. HYDRAULIC CALCULATIONS FOR Butcher Building 13003 Tukwila International Blvd. Tukwila, Wa. 98168 DATE: 8/26/2016 -DESIGN DATA - REMOTE AREA NUMBER: #2 REMOTE AREA LOCATION: Office OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 100 sq. ft. TYPE OF SPRINKLERS CALCULATED: K5.6, Quick Resp. SSU NUMBER OF SPRINKLERS CALCULATED: 13 HOSE -STREAM DEMAND: 250 gpm TOTAL WATER REQUIRED (INCLUDING HOSE): 513.6 gpm FLOW AND PRESSURE (AT BASE OF RISER): 263.6 gpm @ 87.9 psi TYPE OF SYSTEM: Wet WATER SUPPLY Source: Water District #125 Location: 34th Ave. S. Static: 115 psi Residual: 74 psi Flow: 2000 gpm Souxce Elevation Relative to Finished Flow Level: 12 ft. INSTALLING CONTRACTOR Name: Viking Fire Protection Address: 3434 1st Ave. S. Seattle, Wa. 98134 Phone: (206)622-4656 Certification number: VIKINAS373NT NAME OF DESIGNER: Gary Coltes 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.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/7/20160JECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RA2.SDF JOB TITLE: Butcher Building - Remote Area #2 WATER SUPPLY ANALYSIS Avail. OnSite Demand Press. N co I ▪ a a �+ IC • t.o u) CO al • -O Co E CO C N 0 LO ca Q N E u� a) a) W CJ Q •--I -r1 +) -a (I) -H ••i a) E ro R. Cn m > a) .-i OD 0 N N u) 0 >, > d" • >, mFC r-, a) N .--I • • •-4 OG rn a, CY) U SI U) a r-1 N ID: r-1 Static: 115.00 psi Resid: 0 O O O O O O O O O O co l0 N C—I 0 f=4 w a, rz [.1 cf) C4x — 0 -W- 0 O 0 N O O x a, 0 0 o a N G, r -I 0 0 0 r -i 0 O CO 0 0 w O —o U extrapolated values from Test Results d;.On hose stream deduction at the source SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RA2.SDF JOB TITLE: Butcher Building - Remote Area #2 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) SRC 115.0 74.0 2000.0 111.7 513.6 92.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 513.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 263.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 9.5 K= 5.60 9.0 2 9.5 K= 5.60 10.2 3 9.5 K= 5.60 14.6 4 9.0 K= 5.60 19.1 5 9.5 K= 5.60 7.0 6 9.5 K= 5.60 7.6 7 9.5 K= 5.60 10.8 8 9.5 K= 5.60 12.3 9 9.5 K= 5.60 15.8 10 9.5 K= 5.60 15.7 11 9.5 K= 5.60 16.1 12 9.5 K= 5.60 17.2 13 9.5 K= 5.60 19.4 A 8.8 24.3 B 8.8 24.6 C 8.8 26.4 D 8.8 33.2 E 8.8 42.8 F 7.8 55.0 JCT 16.7 59.6 TOR 16.7 82.3 BF2 12.0 87.9 BF1 12.0 91.9 FLG 12.0 92.1 VA 12.0 - - - - 92.4 SRC 12.0 SOURCE 92.5 16.8 17.8 21.4 24.5 14.8 15.4 18.4 19.6 22.3 22.2 22.5 23.2 24.6 263.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RA2.SDF JOB TITLE: Butcher Building - Remote Area #2 NFPA2 PIPE DATA Pipe Tag K -f ac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 2 1 Pipe: 2 3 2 Pipe: 3 4 3 Pipe: 4 A 4 Pipe: 5 6 5 Pipe: 6 7 6 Pipe: 7 8 7 Pipe: 8 9 8 Pipe: 9 B 9 Pipe: 10 11 10 Pipe: 11 12 11 9.5 9.5 9.5 9.5 9.0 9.5 8.8 9.0 9.5 9.5 9.5 9.5 9.5 9.5 9.5 9.5 8.8 9.5 9.5 9.5 9.5 9.5 5.60 10.2 9.0 5.60 14.6 10.2 5.60 19.1 14.6 5.60 24.3 19.1 5.60 7.6 7.0 5.60 10.8 7.6 5.60 12.3 10.8 5.60 15.8 12.3 5.60 24.6 15.8 5.60 16.1 15.7 5.60 17.2 16.1 16.8 Disch 0.0 16.8 17.8 Disch 16.8 34.6 21.4 Disch 34.6 2 56.0 24.5 Disch 56.0 3 80.5 14.8 Disch 0.0 14.8 15.4 Disch 14.8 5 30.3 18.4 Disch 30.3 6 48.6 19.6 Disch 48.6 7 68.2 22.3 Disch 68.2 8 90.5 22.2 Disch 0.0 22.2 22.5 Disch 22.2 10 44.7 Pipe: 12 5.60 23.2 Disch 13 9.5 19.4 44.7 11 12 9.5 17.2 67.9 12.25 120 10.2 1.000 - 0.00 0.0 1.049 12.25 0.094 1.2 1.000 1.049 1.250 2E: 6.0 1.380 1.250 T: 6.0 1.380 1.000 1.049 1.000 1.049 1.250 1.380 1.250 1.380 12.25 120 0.00 12.25 0.359 13.00 120 6.00 19.00 0.230 5.25 120 6.00 11.25 0.450 8.00 120 0.00 8.00 0.075 11.33 120 0.00 11.33 0.280 8.50 120 0.00 8.50 0.177 10.67 120 0.00 10.67 0.331 6.25 120 1.250 E: 3.0 9.00 1.380 T: 6.0 15.25 0.559 1.250 1.380 1.250 1.380 8.50 120 0.00 8.50 0.042 7.50 120 0.00 7.50 0.151 6.50 120 14.6 0.0 4.4 19.1 0.2 4.4 24.3 0.1 5.1 7.6 0.0 0.6 10.8 0.0 3.2 12.3 0.0 1.5 15.8 0.0 3.5 24.6 0.3 8.5 1.250 1.380 0.00 6.50 0.328 16.1 0.0 0.4 17.2 0.0 1.1 19.4 0.0 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/7/20160JECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RA2.SDF JOB TITLE: Butcher Building - Remote Area #2 Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 24.6 Disch 2.67 120 26.4 C 8.8 26.4 67.9 12 1.250 E: 3.0 9.00 0.3 13 9.5 19.4 92.5 1.380 T: 6.0 11.67 0.582 6.8 Pipe: 14 0.0 0.0 6.83 120 24.6 B 8.8 24.6 80.5 4 2.000 0.00 0.0 A 8.8 24.3 80.5 2.157 6.83 0.051 0.3 Pipe: 15 0.0 80.5 A 8.83 120 26.4 C 8.8 26.4 90.5 9 2.000 - 0.00 0.0 B 8.8 24.6 171.0 2.157 8.83 0.206 1.8 Pipe: 16 0.0 171.0 B D 8.8 33.2 92.5 13 C 8.8 26.4 263.6 Pipe: 17 0.0 0.0 E 8.8 42.8 263.6 C D 8.8 33.2 263.6 Pipe: 18 0.0 0.0 F 7.8 55.0 263.6 D E 8.8 42.8 263.6 Pipe: 19 0.0 0.0 JCT 16.7 59.6 263.6 E F 7.8 55.0 263.6 Pipe: 20 0.0 0.0 TOR 16.7 82.3 263.6 F JCT 16.7 59.6 263.6 Pipe: 21 0.0 0.0 BF2 12.0 87.9 263.6 JCT TOR 16.7 82.3 263.6 2.000 T:12.3 2.157 2.000 T:12.3 2.157 2.000 T:12.3 2.157 2L: 7.4 2.000 L: 3.7 2.157 2.000 T:12.3 2.157 2.500 T:16.5 2.635 2.50 120 12.31 14.81 0.459 8.50 120 12.31 20.81 0.459 33.2 0.0 6.8 42.8 0.0 9.5 6.00 120 55.0 19.69 0.4 25.69 0.459 11.8 14.83 120 3.69 18.53 0.459 59.6 -3.8 8.5 37.00 120 82.3 12.31 0.0 49.31 0.459 22.6 4.67 120 16.47 21.14 0.173 Pipe: 22 0.0 Fixed Pressure Loss Device BF1 12.0 91.9 263.6 TOR 4.0 psi, 263.6 gpm BF2 12.0 87.9 263.6 Pipe: 23 0.0 0.0 FLG 12.0 92.1 263.6 BF2 BF1 12.0 91.9 263.6 Pipe: 24 VA FLG 12.0 12.0 0.0 0.0 92.4 263.6 BF1 92.1 263.6 4.000 L: 7.9 4.260 4.000 G: 2.7 4.026 1.00 120 7.90 8.90 0.017 18.00 140 2.66 20.66 0.017 87.9 2.0 3.7 92.1 0.0 0.1 92.4 0.0 0.3 Pipe: 25 Source 0.0 10.00 140 SRC 12.0 92.5 263.6 FLG 6.000 T:39.9 43.89 VA 12.0 92.4 263.6 6.065 G: 4.0 53.89 0.002 92.5 0.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RA2.SDF JOB TITLE: Butcher Building - Remote Area #2 NOTES (HASS): (1) Calculations were performed by the HASS 8.6 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 0.006 gpm and a maximum imbalance at any node of 0.146 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.1 ft/sec at pipe 19. (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 PAGE: * 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 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 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 GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 2.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 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 HYDRAULIC CALCULATIONS FOR Butcher Building 13003 Tukwila International Blvd. Tukwila, Wa. 98168 DATE: 8/19/2016 -DESIGN DATA - REMOTE AREA NUMBER: #1 REMOTE AREA LOCATION: Showroom OCCUPANCY CLASSIFICATION: Ordinary Hazard Group 1 DENSITY: 0.15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 126 sq. ft. TYPE OF SPRINKLERS CALCULATED: K5.6, Quick Resp. SSU NUMBER OF SPRINKLERS CALCULATED: 13 HOSE -STREAM DEMAND: 250 gpm ' TOTAL WATER REQUIRED (INCLUDING HOSE): 545.8 gpm FLOW AND PRESSURE (AT BASE OF RISER): 295.9 gpm @ 96.0 psi TYPE OF SYSTEM: Wet WATER SUPPLY Source: Water District #125 Location: 34th Ave.S. Static: 115 psi Residual: 74 psi Flow: 2000 gpm Source Elevation Relative to Finished Flow Level: 12 ft. INSTALLING CONTRACTOR Name: Viking Fire Protection Address: 3434 1st Ave. S. Seattle, Wa. 98134 Phone: (206)622-4656 Certification number: VIKINAS373NT NAME OF DESIGNER: Gary Coltes 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.) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/7/20160JECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RAI.SDF JOB TITLE: Butcher Building - Remote Area #1 WATER SUPPLY ANALYSIS 0) 0 0 O O N z a ui N a) fa • 0. R. is -0 as a ow a�w• ca CO • Lc) (1) U) A rn m• in • U) N N a) u) a) • a)+)e.) a -ri a -H °i a -0 a o a. Q v MM r) .6) ri N -H -H • • .r{ • 5 r� • a) Q,' .—I c4 r-) r=4 N rn 04 > • U • I a u u 'O CO 0 0 • / 0 • cn ro v • 4- o • N N °U a) a) a) Q a -H A t] 0. 5 W cif O r) amro N U > CO K4 Cr o >, a) O -i• a + 0. CO0 al a) U 14 O U) N 0 0 0 0 0 0 N 0 00 0< (.541 wu:wtoU)pw W—a0-r-I O O N W 0 0 0 N 0 CO 0 0 0 0 ri O 0 0 r -i cate extrapolated values from Test Results O O Li Nose stream deduction at the source e based( 6 0 0 CU 6 P rd SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RAI.SDF JOB TITLE: Butcher Building - Remote Area #1 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) SRC 115.0 74.0 2000.0 111.3 545.8 100.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 545.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 295.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 17.8 K= 5.60 11.4 18.9 2 17.8 K= 5.60 11.7 19.2 3 17.8 K= 5.60 12.9 20.1 4 17.8 K= 5.60 15.2 21.9 5 17.8 K= 5.60 20.6 25.4 6 17.8 - - - - 21.0 - - - 7 17.8 K= 5.60 11.5 19.0 8 17.8 K= 5.60 11.8 19.3 9 17.8 K= 5.60 13.0 20.2 10 17.8 K= 5.60 15.4 22.0 11 17.8 K= 5.60 21.5 26.0 12 17.8 - - - - 21.9 - - - 13 17.8 K= 5.60 23.7 27.3 14 17.8 K= 5.60 24.3 27.6 15 17.8 K= 5.60 27.0 29.1 16 17.8 27.5 - - - A 16.7 26.8 B 16.7 27.9 C 16.7 31.5 JCT 16.7 61.4 TOR 16.7 89.4 BF2 12.0 96.0 BF1 12.0 100.0 FLG 12.0 100.2 VA 12.0 - - - - 100.6 - - - SRC 12.0 SOURCE 100.7 295.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RAI.SDF JOB TITLE: Butcher Building - Remote Area #1 NFPA2 PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 5.60 18.9 Disch 2 17.8 11.7 0.0 1 17.8 11.4 18.9 Pipe: 2 5.60 19.2 Disch 3 17.8 12.9 18.9 2 17.8 11.7 38.1 Pipe: 3 5.60 20.1 Disch 4 17.8 15.2 38.1 2 3 17.8 12.9 58.2 Pipe: 4 5.60 21.9 Disch 6 17.8 21.0 58.2 3 4 17.8 15.2 80.0 Pipe: 5 5.60 25.4 Disch 6 17.8 21.0 0.0 5 17.8 20.6 25.4 Pipe: 6 0.0 80.0 4 A 16.7 26.8 25.4 5 6 17.8 21.0 105.5 Pipe: 7 5.60 19.0 Disch 8 17.8 11.8 0.0 7 17.8 11.5 19.0 Pipe: 8 5.60 19.3 Disch 9 17.8 13.0 19.0 7 8 17.8 11.8 38.2 Pipe: 9 5.60 20.2 Disch 10 17.8 15.4 38.2 8 9 17.8 13.0 58.4 Pipe: 10 5.60 22.0 Disch 12 17.8 21.9 58.4 9 10 17.8 15.4 80.4 Pipe: 11 5.60 26.0 Disch 12 17.8 21.9 0.0 11 17.8 21.5 26.0 Pipe: 12 0.0 80.4 10 10.50 120 11.7 1.250 - 0.00 0.0 1.380 10.50 0.031 0.3 10.50 120 12.9 1.250 - 0.00 0.0 1.380 10.50 0.113 1.2 1.250 1.380 1.250 T: 6.0 1.380 1.250 T: 6.0 1.380 1.250 T: 6.0 1.380 1.250 1.380 1.250 1.380 9.50 120 0.00 9.50 0.247 7.00 120 6.00 13.00 0.445 1.50 120 6.00 7.50 0.053 1.17 120 6.00 7.17 0.742 10.00 120 0.00 10.00 0.031 10.00 120 0.00 10.00 0.114 15.2 0.0 2.3 21.0 0.0 5.8 21.0 0.0 0.4 26.8 0.5 5.3 11.8 0.0 0.3 13.0 0.0 1.1 10.00 120 15.4 1.250 - 0.00 0.0 1.380 10.00 0.248 2.5 1.250 T: 6.0 1.380 1.250 T: 6.0 1.380 8.50 120 6.00 14.50 0.449 1.50 120 6.00 7.50 0.056 21.9 0.0 6.5 21.9 0.0 0.4 1.17 120 27.9 B 16.7 27.9 26.0 11 12 17.8 21.9 106.4 1.250 T: 6.0 1.380 6.00 7.17 0.754 0.5 5.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/7/20160JECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALCTS\RAI.SDF JOB TITLE: Butcher Building - Remote Area #1 Pipe Tag K -f ac Add Fl Add Fl To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 13 5.60 27.3 Disch 14 17.8 24.3 0.0 13 17.8 23.7 27.3 Pipe: 14 5.60 27.6 Disch 16 17.8 27.5 27.3 13 14 17.8 24.3 54.9 Pipe: 15 5.60 29.1 Disch 16 17.8 27.5 0.0 15 17.8 27.0 29.1 Pipe: 16 0.0 54.9 14 C 16.7 31.5 29.1 15 16 17.8 27.5 84.0 Pipe: 17 0.0 0.0 B 16.7 27.9 105.5 6 A 16.7 26.8 105.5 Pipe: 18 0.0 105.5 A C 16.7 31.5 106.4 12 B 16.7 27.9 211.9 Pipe: 19 0.0 211.9 B JCT 16.7 61.4 84.0 16 C 16.7 31.5 295.9 Pipe: 20 0.0 0.0 TOR 16.7 89.4 295.9 C JCT 16.7 61.4 295.9 Pipe: 21 0.0 0.0 BF2 12.0 96.0 295.9 JCT TOR 16.7 89.4 295.9 10.00 120 24.3 1.250 - 0.00 0.0 1.380 10.00 0.061 0.6 1.250 T: 6.0 1.380 1.250 T: 6.0 1.380 1.250 T: 6.0 1.380 2.000 2.157 2.000 2.157 2.000 T:12.3 2.157 2.000 T:12.3 2.157 2.500 T:16.5 2.635 8.50 120 6.00 14.50 0.222 1.50 120 6.00 7.50 0.069 1.17 120 6.00 7.17 0.487 12.00 120 0.00 12.00 0.084 12.00 120 0.00 12.00 0.306 27.5 0.0 3.2 27.5 0.0 0.5 31.5 0.5 3.5 27.9 0.0 1.0 31.5 0.0 3.7 40.33 120 61.4 12.31 0.0 52.64 0.568 29.9 37.00 120 12.31 49.31 0.568 4.67 120 16.47 21.14 0.214 Pipe: 22 0.0 Fixed Pressure Loss Device BF1 12.0 100.0 295.9 TOR 4.0 psi, 295.9 gpm BF2 12.0 96.0 295.9 Pipe: 23 0.0 0.0 FLG 12.0 100.2 295.9 BF2 BF1 12.0 100.0 295.9 Pipe: 24 0.0 0.0 VA. 12.0 100.6 295.9 BF1 FLG 12.0 100.2 295.9 4.000 L: 7.9 4.260 4.000 G: 2.7 4.026 1.00 120 7.90 8.90 0.021 18.00 140 2.66 20.66 0.020 89.4 0.0 28.0 96.0 2.0 4.5 100.2 0.0 0.2 100.6 0.0 0.4 Pipe: 25 Source 0.0 10.00 140 100.7 SRC 12.0 100.7 295.8 FLG 6.000 T:39.9 43.89 VA 12.0 100.6 295.8 6.065 G: 4.0 53.89 0.003 0.1 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/7/2016OJECTS\BUTCHER BLDG\4 CALCULATIONS\HYDRAULIC CALC'S\RAl.SDF JOB TITLE: Butcher Building - Remote Area #1 NOTES (HASS): (1) Calculations were performed by the HASS 8.6 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 0.005 gpm and a maximum imbalance at any node of 0.130 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.0 ft/sec at pipe 19. (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 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 GatVly AlmChk DPV1v NPTee 2.157 6.15 12.31 3.69 13.54 7.38 1.23 12.31 12.31 12.31 2.635 8.24 16.47 5.49 19.22 9.61 1.37 13.73 13.73 16.47 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 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 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 uuuuuuuuuuuu QT QTD PART # SYMBOL DESCRIPTIUN. .. 1 VISTA 100 J 1300 SEA' FIRE ALARM CONTROL PANEL 1 6139R FIRE ALARM ANNUNCIATOR 1 5495 ES I R SIGNAL BOOSTER 2 RJ31 PHONE CONNECTION kJ 24 5192SD 4 SMOKE DETECTOR 8 CC-601CI RATE OF RISE HEAT DETECTOR CC -604 0 FIXED TEMP. HEAT DETECTOR 2 5140MPS-1 F PULL STATION SPRINKLER WATERFLOW SPRINKLER TAMPER A SPRINKLER SUPERVISORY 10 4193SN POINT ID MODULE I D 7 WH -129404 ADA HORN -STROBE 15/30/75/110 WH -127808 ADA HORN -STROBE 75 3 WH -129400 ADA STROBE 15/30/75/110 1 WH -114911 1 OUTSIDE STROBE 1 WH -103943 00 FIRE ALARM BELL WH -124479 TA MINI HORN 1 WH -126369 SYNC MODULE SM AI1504AQ MAGNITIC DOOR HOLDER DH SD500-ARM RM RELAY ODULE ACCEPTED Without Comments ❑ As Noted In Red Per The Attached Letter -ese plans have been reviewed by The Tukwila Fire "c tion Bureau for conformance with current city -dards. A c::eotance is subject to errors and .io s wh° ch do not authorize violations of adopted .dards and o` nenrces. The responsibility for the ,tquuacv of rests totally with the designer. clition , c 'etions or revisions to these drawings after void this acceptance and will require a ..ubmittai of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. By: -tt- • ���v Date: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approvals. UEC 1,3 2002 2� �3 C & 1:iimctric, Iiac Fire/Security/Access Systems 919 S.W. 150th St. Burien, WA 98166-1829 PHONE: (206) 937-3654 / FAX: (206) 932-8538 F 1 J 1300 SEA' 86'-02" Furnace Room Storage Room QT OLD QT PART # SYMBOL DESCRIPTION 1 VISTA -100 Wwl FIRE ALARM CONTROL PANEL 1 6139R FIRE ALARM ANNUNCIATOR 1 5495 OS TR SIGNAL BOOSTER 2 RJ31 PHONE CONNECTION RJ 24 5192SD SMOKE DETECTOR 8 CC -601 RATE OF RISE HEAT DETECTOR FIXED TEMP. HEAT DETECTOR 2 F PULL STATION 4 SPRINKLER WATERFLOW SPRINKLER TAMPER A SPRINKLER SUPERVISORY 7 WH -129404 KKI ADA HORN—STROBE 15/30/75/110cd 3 WH -129400 ADA STROBE 15/30/75/110cd 1 WH -114911 OUTSIDE STROBE 1 1 WH -103943 DO FIRE ALARM BELL 10 4193SN ID POINT ID MODULE WH -124479 MINI HORN 1 WH -126374 SM DUAL SYNC MODULE J J BOX 4204 RM RELAY MODULE 86'-021" 12'-0" ))i 0" (J CO 3 CD 0 3 LU CD 0 LU CD 0 3 LU 0 3 LU 0 3 Loft open to 3 el ow oil oonR a '1 QT OLD QT PART # SYMBOL DESCRIPTION' 1 VISTA -100 '' FIRE ALARM CONTROL PANEL 1 DRAWING ISSUE 6139R ARE ALARM ANNUNCIATOR sr Ifri �Yi9 1 5495 BSTR SIGNAL BOOSTER 2 RJ31 PHONE CONNECTION RJ 24 5192SD SMOKE DETECTOR 8 CC -601 4 RATE OF RISE HEAT DETECTOR 0 FIXED TEMP. HEAT DETECTOR 2 F PULL STATION 4 SPRINKLER WATERFLOW SPRINKLER TAMPER A SPRINKLER SUPERVISORY 7 WH -129404 KKI ADA HORN—STROBE 15/30/75/110cd 3 WH -129400 i fit ADA STROBE 15/30/75/110cd 1 WH -114911 OUTSIDE STROBE L , 1 WH -103943 ED FIRE ALARM BELL 10 4193SN ID POINT ID MODULE WH -124479 FA MINI HORN 1 WH -126374 SM DUAL SYNC MODULE J J BOX 4204 RM RELAY MODULE 919 S.W. 150th St. Burien, WA 98166-1829 PHONE: (206) 937-3654 / FAX: (206) 932-8538 13003 Pacific Hwy. S. SEATTLE, WA 98168-3139 DRAWING ISSUE DRAWING TITLE SCALE: PLOT DATE: CAD FILE: PROJ. MGR.: DRAFTER: SHEET NO. 4" WILKINS #35OASTDABG SEE RISER DETAIL EXIST. WD GLULAM BEAM EW BATT 1SULATION R-38 EXIST. WD LOFT — NEW GWB PARTITION W/R-21 INSULATION TAMP NEW BATT INSULATION R -3E 16'-8" AFF ►`i — NEW BATT INSULATION R-38 EXIST. STL COLUMNS EXIST. STL COLUMNS WRAPED WAND TRIM 0 N _Q -C' 12 NEW UUUH C7 Without Comments As Noted .:. Pse',. 7K Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance wTh current City •_ ndards. Acceor =rice is subject to errors and . omissions which do r:ot authorize violations of adopted :-andards and c.sr_ ..% c'r e... The responsibility for the F:deauacy o desi x totally with the designer. Additions, dekeb ng (1- revisions to these drawings after this date will vriid :t -1=i; ='ccepiance and will require a resubmittal of 1: ';' d;, winggs for subsepl;ent approval. 1 O EATHR 0 1,-0" i EXIST. STL COLUMNS BUILDING SECTION 3/16' = 1'-0" LOOKING WEST CALCULATED BRACE \ / Final acceptance is subject Co field test and inspection by The Tukwila Fire Prevention Bureau, Date: 9 - /s"/J By: .sl I TUKWILA FRE DEPARTMENT i Z:: v575 AO7 and gM2 thi5 Fire Pe.cmit No, and exact 2ddrcss "D" shut- down . u -down or restoration ,pprov3i. (N) FDC 4" D.I. c(N) SUPPLY 4" Di. 5 21"x2' RC 4" WILKINS #350ASTDABG SEE DETAIL F�=2— 1'-0" .:, coc:. ;I, 0 1 '� 2" u, (5) U 0 CD 1 (5)/ 0 (5)/ 0 CD I CD (5) 0 0 J w U - BOD 12-0 (16-8) BOD 5"0 COL. TYP 0 CN L CD U BOD (5) 0 CCI 0 N 2" 12-0 Co 00 (5) 0 0 .7•L 4;3- 1 CD (5)/ 0 o CD (5)/ 0 0 Q- I 0 (5) 0 —c 2. 12-0. . 71; . CO CD BC 0 N 200 D 12- (16O-8 ) . CB? 1.2-0 0 6 O (5) -(31. 8'-10" AFF EXIST. FIN FL. On EXIST. FIN FL. ru 0 0 ZLv CD (5) O (5) O (5)- 0 0 1 BOD 0 (5)/ 0 O (5) 0 CD CD Co 0 (5) 0 (5) 0 0 :-L•cr I. CD (5) - - 0 BOD - Co . I CD FOC 5,-4" FOC 11'-4" 6'-0" 6'-0" i 12'-0" i 6'-O" 12'-0" 6'-0" 6'-0" i 12'-O" 6'-0" SM. 6'-O" 12'-0" 6'-0" 6'-0" 11'-6" 5'-6" FOC ROOF LEVEL FIRE PROTECTION PLAN 3/16' = 1'-0' 5-2 HANGER -MATE #EZGG50 5/10 x 2 1/4' 3/8' ALL THREAD ROD HANGER #5 (4' MAX) RING HANGER SCOPE OF WORK: — HANGER -MATE #EZHG65 5/I6' x 2 1/4' HANGER #6 (3 I /2' MAX) 3/8' ALL THREAD ROD RING HANGER TOLCO FIG. 980 SWVL ATTACHMENT I /2'x G' LAG -SCREW (425 LB) 45°-59° INSTALL A NEW WET PIPE SPRINKLER SYSTEM TO PROVIDE COMPLETE PROTECTION THROUGHOUT. DESIGN IN ACCORDANCE WITH NFPA-13, AND THE CITY OF TUKWILA MUNICIPAL CODE, 16.42. STARTING AT THE DISCHARGE SIDE OF THE EXISTING 6" UNDERGROUND GATE VALVE, INSTALL 4" DUCTILE IRON PIPE INTO THE EXISTING SOUTH/WEST CORNER OF THE BUILDING AS SHOWN. SYSTEM DESIGN: ORDINARY HAZARD GROUP 1 OCCUPANCY PER 16.42.070c OF THE TUKWILA MUNICIPAL CODE. MAXIMUM SPACING PER SPRINKLER 130 SQ. FT. FITTER NOTES: 1) ALL NEW INTERIOR PIPING SHALL BE BLACK, SCH 10 AND/OR SCH. 40. 2) ALL NEW GROOVED FITTINGS SHALL BE VICTAULIC FIRELOCK WITH STD. ORANGE FINISH. 3) ALL NEW THREADED FITTINGS SHALL BE CL. 125 BLACK CAST IRON. 4) ALL NEW HANGERS AND BRACING SHALL BE PER DETAILS AND SPACED PER NFPA-13. 5) SYSTEM SHALL BE HYDRO TESTED PER NFPA-13. REMOTE AREA - 1 REMOTE AREA: SHOWROOM FILE No.: RA1.SDF DENSITY: 0.15/1500 HOSE DEMAND: 250 GPM MAX SQ FT PER HEAD: 126 SQ. FT. TOTAL HEADS FLOWING: 13 K -FACTOR: 5.6 END HEAD PRESSURE 18.9 GPM & 11.4 PSI PRESSURE AT B.O.R.: 96.0 PSI FLOW AT BASE OF RISER: 295.9 GPM SAFETY FACTOR: 10.6 PSI = 9.5% WATER INFORMATION STATIC: 115 PSI RESIDUAL 74 PSI FLOW: 2000 GPM DATE N/A INFO. FROM: WATER DISTRICT #125 PARKING' OT CRY OFTUKWILA 10 PARKING SPACES REQUIRED ASPHALT J STRUCTURAL WOOD BEAM TOLCO FIG. 1001 FAST CLAMP SWAY BRACE ATTACHMENT (1740 LB) 45° LATERAL BRACE TOLCO FIG. 980 SWVL ATTACHMENT 1/2'x 6' LAG -SCREW (425 LB) 45°-59° STRUCTURAL WOOD BFAM TOLCO FIG. 4LA PIPE CLMP. W/ FIG 980 SWVL. ATTACHMENT (860 LB) 45° LONGITUDINAL BRACE SEISMIC CALCULATIONS LATERAL: LOCATED © ROOF PIPING 2" sch.10 x 30'-0" x 4.22 lb/ft = 14" sch.40 x 103'-6" x 2.93 lb/ft = Subtotal Weight Total Weight (Wp) Horizontal Acceleration: ("G' factor) Total Horizontal Design Load: DEPT. OF HOMELAND SECURITY 126.0 303.0 429.0 x 1.15 493.0 x .75 369.75 S 126TH ST REGIONAL HOSPITAL RESPIRATORY COMPLEX CARE S 130TH S' EXIST. RETAINING WALL ACCESS STAIR TO STREET ABOVE UNE OF EXIST. AWNI TO BE REMO L.. 0 c KEY PLAN 139.56' / R=80' • ��- UNE OF EXIST. CONC./ • ASPHALT 2 (E) 6' GATE VA. FREE STANDING FDC ROAD BOX -i I 5 KNOX-LOCK STORZ 13/ (N) FDC I ' 1 O- D.I. �D (E)6' (t�SUP– aDJ 90 \ 4' DJ. I 1 `(N)4'GATE VA. .\ W/ POST INDICATOR ASPHALT CONCRETE SLAB J ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP EXIST. RETAINING WALL AFF - CENTERLINE ABOVE FINISH FLOOR BFC - CENTERUNE BELOW FINISH CEIUNG 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 PURUN 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 -O -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION 0 VIKING M QR -SSU VK300 155 1/T 5.6 N/A BRZ 30 RESIDUAL: A \ FLOWING: A DATE: A LOCATION: A PROVIDED BY: A FIRE PUMP INFORMATION A PUMP TYPE: PORTLAND MEDFORD SEATTLE 141.25' SITE PLAN 1/16' ... SFS' -IL? 201f FIREPRO7FCT1ON TUKWILA ' FIRE cc 1/d/J VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO EXIST. BALLARDS EXIST. GATE FENCE 1 EXIST. RETAINING WALL SUBMITITI1AL DRAWING PROJECT: Butcher Building 13003 International Blvd. Tukwila, Wa. 98168 Fire Protection System TOTAL SPRINKLER THIS SHEET: 30 RATED PRESSURE: APPROVING AUTHORITIES TOTAL SPRINKLERS THIS PROJECT: 72 RATED GPM: City of 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: 8/26/2016 SCALE: Noted DRAWN BY: GC PROJECT NUMBER: WSC-6658 SHEET NUMBER FP -1 HANGER -MATE #EZGG50 5/10 x 2 1/4' 3/8' ALL THREAD ROD TOLCO MG. 980 SWVL ATTACHMENT I/25c G' LAG -SCREW (425 LB) HANGER #5 (4' MA)Q STRUCTURAL WOOD BEAM TOLCO MG. 1001 FA5T CLAMP SWAY BRACE ATTACHMENT (1740 LB) 45° LATERAL BRACE TOLCO MG. 980 SWVL ATTACHMENT 112'x G' LAG -SCREW (425 LB) 450-590 STRUCTURAL WOOD BEAM TOLCO MG. 4LA PIPE CLMP. WI MG 980 SWVL. ATTACHMENT (860 LB) 45° LONGITUDINAL BRACE (=i HP, EGRESS DOOR `;',1/PANIC HIARD'Iv'ARE R UP — 0 NEW CONS. '0 1 12 SLO _\"' -HAND RP" UP LT! 5', E EXIST. DPE1•'HG ATH 59' HEED 8' STOREFRONT IN EXIST. NIi 1G' ACL.P.! LT_ 6-5 AUX.DRN 0 En PATH JTi 9- (5) BFC (8-4) SLAB CUTTING AREA (BFC 8-5) OFFICE 0o rn 0 (5) 00 REMOTE AREA - 2 REMOTE AREA: OFFICE FILE No.: RA2.SDF DENSITY: 0.15/1500 HOSE DEMAND: 250 GPM MAX SQ FT PER HEAD: 100 SQ. FT. TOTAL HEADS FLOWING: 13 K—FACTOR: 5.6 END HEAD PRESSURE 14.8 GPM & 7.0 PSI PRESSURE AT B.O.R.: 87.9 PSI FLOW AT BASE OF RISER: 263.6 GPM SAFETY FACTOR: 19.2 PSI = 17.2% WATER INFORMATION STATIC: 115 PSI RESIDUAL: 74 PSI FLOW: 2000 GPM DATE: N/A INFO. FROM: WATER DISTRICT #125 (5) 1 COJ O FOE SSS OATH 1n7' rGRESS PATH 59 INDUSTRIAL SHOWROOM 0 0 R 8 HR EGRESS DOOR ` :P P, `IIC 'HARD1, DLL UP DOOR X 10' 'ARE EXIST. A'.:',:/NING REFURBISHED AND MODIFIED A HR EGRESS DOOR 3'X:0 ,T WPANIC HAR[,i1. ;'ARE h xr kSiO EXIT 7'-2" 4'-2" 2'-5" 6'-0" 11'-4" 4'-10' 11'-6" 5'-6" (FOW) MAIN LEVEL FIRE PROTECTION PLAN 3/16" = 1'-O' Lr) N 3 SCOPE OF WORK: INSTALL A NEW WET PIPE SPRINKLER SYSTEM TO PROVIDE COMPLETE PROTECTION THROUGHOUT. DESIGN IN ACCORDANCE WITH NFPA-13, AND THE CITY OF TUKWILA MUNICIPAL CODE, 16.42. STARTING AT THE DISCHARGE SIDE OF THE EXISTING 6" UNDERGROUND GATE VALVE, INSTALL 4" DUCTILE IRON PIPE INTO THE EXISTING SOUTH/WEST CORNER OF THE BUILDING AS SHOWN. SYSTEM DESIGN: ORDINARY HAZARD GROUP 1 OCCUPANCY PER 16.42.070c OF THE TUKWILA MUNICIPAL CODE. MAXIMUM SPACING PER SPRINKLER 130 SQ. FT. FITTER NOTES: 1) ALL NEW INTERIOR PIPING SHALL BE BLACK, SCH 10 AND/OR SCH. 40. 2) ALL NEW GROOVED FITTINGS SHALL BE VICTAULIC FIRELOCK WITH STD. ORANGE FINISH. 3) ALL NEW THREADED FITTINGS SHALL BE CL. 125 BLACK CAST IRON. 4) ALL NEW HANGERS AND BRACING SHALL BE PER DETAILS AND SPACED PER NFPA-13. 5) SYSTEM SHALL BE HYDRO TESTED PER NFPA-13. NEW SUPPLY 4" DUCTILE 4" STD. VIC. 90(BF2) ° (BF1) 0,-5" 1'-5" 2'-64" 0'-4" <TOR> --CV CV GAUGE 4" WILKINS #350ASTDA DOUBLE -CHK. DET. ASSY. 2" 19-0 O 14 TEST -N -DR 0 22" FLOW SW. 14 DRAIN TO EX 16'-7" AFF NEW FDC 4" DUCTILE 4" x22" CO -RED 1;11 III I I II d >«�I O" T.0 -�i MEZZ. FLR. BF2I 12'-p„ 4” STD.�x4 VIC. 90° AFF 4" POTTER-ROEMER CHECK VA. #4510 PIPE STN. 10'-0" RISER DETAIL LOOKING WEST AFF SUBMITTAL DRAWING 14 ABBREVIATIONS SPRINKLER LEGEND WATER SUPPLY INFORMATION REVISIONS STAMP 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 - GROOVE x GROOVE T -G - THREAD x GROOVE T -T- THREAD x THREAD N.I.C. - NOT IN CONTRACT FOC.- FACE OF CONCRETE G.O.L - GROOVE -O -LET (GROOVED WELDED OUTLET) P.O.L - PIPE -O -LET (THREADED WELDED OUTLET) SYMBOL MAKE MODEL STYLE S.I.N. TEMP. N.P.T. K-FCTR. CANOPY FINISH TOTAL STATIC: NO. DATE BY DESCRIPTION 0 VIKING M QR -SSU VK300 155 1/2" 5.6 N/A BRZ 40 RESIDUAL: A VIKING M QR-HSW VK305 155 1/2" 5.6 CHRM CHRM 2 FLOWING: A DATE: A LOCATION: A PROVIDED BY: A FIRE PUMP INFORMATION A PUMP TYPE: A PORTLAND MEDFORD SEATTLE ,,,N. FIRE PROTECTION VIKING AUTOMATIC SPRINKLER COMPANY 3434 FIRST AVENUE SOUTH SEATTLE, WA. 98134 PHONE: (206) 622-4656 FAX: (206) 622-9319 CCBO #: VIKINAS373NT LONGVIEW MERIDEAN POCATELLO PROJECT: Butcher Building 13003 International Blvd. Tukwila, Wa. 98168 Fire Protection System TOTAL SPRINKLER THIS SHEET: 42 RATED PRESSURE: APPROVING AUTHORITIES TOTAL SPRINKLERS THIS PROJECT: 72 RATED GPM: City of 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: 8/26/2016 SCALE: Noted DRAWN BY: GC PROJECT NUMBER: WSC-6658 SHEET NUMBER FP -2 03 Map eik NEW 5' STOREFRONT WINDOWS SEE DRWG #2 FOR LAYOUT & DIMENSIONS • UP • ♦` a • STAIR TO STREET ACCESS ABOVE NEW METERS (2) 1.5 HR EGRESS DOOR 3'X6'8" W/PANIC HARDWARE • • • • UP NEW CONC. RAMP 101 I (5) W/ 1/12 SLOPE HALL 1 HAND RAILS @36" AFF EXIST. COLUMN NEW MULTI SLIDE STOREFRONT IN EXIST. OPENING EGRESS PATH 59' FIXED 8' STOREFRONT IN EXIST. OPENIN EXIST. AWNING REMOVED EGRESS PATH 61' UTILITIES HD 85 SF S 75CD 1.5 HRLELaRESTDOOR HARDWARE o Without Comments OAs Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City =ndards. Acceptance is subject to errors and nisslons which oo rot authorize violations of adopted .:a-ndards and ordinances, The responsibility for the adequacy of design .si s totally with the designer. Additions, deietioo -c Visions to these drawings after this date will void+. _'.cceptance and will require a resubmlttai of rzviseo •. rawings for subsequent approval. Final acceptance is subject co field test and Inspection by The Tukwila Fire Prevention Bureau. Date: ( / 3—i 7 By: 1.5 HR EGRESS LOFT DOOR 3'X6'80 W/PANIC HARDWARE INDUSTRIAL SHOWROOM DIST. COLUMN 2 A5. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this. Fire Permit No. lnd exact address for shut- down or resWration approval. DASHED LINE OF PREVIOUS PERMITED WALL ASH RM FLOOR PLAN Scale: 3/16" = 1 '-0" ROLL UP DOOR 3 A5.0 51 SF R EGRESS DOOR EGRESS PATH 104' eilISSS 111t00021. 11,015V,S. 114.1411, 00.610. 055.86 0111,23.1410 41150=Zili 11853592* 6.9.1M• •42.:313M1 .11..1.11 EGRESS PATH 62' BUTCHER BUILDING 13003 TUKWILA BLVD TUKWILA, WA Legend: SD - Smoke Detector (3) HD - Heat Detector e s - Strobe (15CD) q3 HS - Horn Strobe (75CD P - Pun Station I® Wire -14 Guage FPL BUILDING PERMIT Date Revision FIRE PROTECTION SINCE 1954 Tme FLOOR PLAN: FIRST FLOOR Date 11/07/16 Drawing No. A2.0 a PAID JUN 13 201? TUKWILA FIRE BUTCHER BUILDING 13003 TUKWILA BLVD TUKWILA, WA SD - Smuke Detector s HD - Heat Detector S - Strobe (150)) e HS - Horn Strobe 75CD) ti P - Pull Station Wire -14 Guage FPL ANN - Annuciator BUILDING PERMIT Date Revision FIRE PROTECTION SINCE 1954 'FLOOR PLAN: LOFT FLOOR Date 04/24/17 Scale 3/16=1 ' -0" Drawing No. A2.1