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HomeMy WebLinkAboutPP - 10848 EAST MARGINAL WAY SOUTH - CATALYST WORKPLACE ACTIVATION - PERMITS AND PLANS10848 EAST MARGINAL WAY SOUTH 1. ASSOCIATED PERMITS 98-16 99-16 100-16 101-16 D07-163 17-S-233 03-S-095 99-S-132 97-S-035 Date: 2/22/16 TUKWILA FIRE DEPARTMENT OPERATIONAL PERMIT 98-16 99-16 100-16 101-16 By virtue of The Provisions of the International Fire Code adopted by City of Tukwila Ordinance, Business Interiors NW Services, Inc. located at 10848 East Marginal Way South having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *For the use, storage or handling of flammable or combustible liquids in cabinets per Chapter 57, sec. 5704.3.2 thru 5704.3.2.2 of International Fire Code 105.6.16. *For the storage and use of LP -gas and operation of cargo tankers that transport LP -gas per Chapter 61 of International Fire Code 105.6.27. *To use a building or portion thereof as a high -piled storage area exceeding 500 square feet (46m2) per Chapter 32 of International Fire Code 105.6.22. *To operate a grain elevator, flour starch mill, feed mill, or plant pulverizing aluminum, coal, cocoa, magnesium, spices, sugar or other operations producing combustible dusts per Chapter 22 of International Fire Code 105.6.6. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Eighteen Calendar Months - Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. Operational Permit Long 2012.dotx Rev. 4/17/14 TFP #2 -7S-2, 71'2- # it rip TUKWILA FIRE DEPARTMENT -/Ce OPERATIONAL PERMIT APPLICATION /gyp -/1# PER INTERNATIONAL FIRE CODE, SECTION 105, OPERATIONAL PERMIT(S) ARE REQUIRED FOR ANY PERSON, FIRE OR CORPORATION TO USE A BUILDING OR PREMISE OR ENGAGE IN ANY ACTIVITIES FOR ANY OF THE FOLLOWING PURPOSES LISTED BELOW: () table #105.6.20, Ch. 50) To use, store or handle flammable or combustible liquids. (I.F.C. 105.6.16, Ch. 57) To store, transport on site, dispense, use or handle hazardous materials. (I.F.C. 105.6.20, () To store and use LP -gas and operate cargo tankers that transport LP -gas. (IFC 105.6.27, Ch. 61) To operate repair garages and automotive, marine and fleet motor fuel -dispensing facilities. (I.F.C. 105.6.39, Ch. 23) ( ) To operate a place of assembly. (I.F.C. 105.6.34, Ch. 10)) ( ) To conduct hot work. (I.F.C. 105.6.23, Ch. 35) ( ) To conduct a spraying or dipping operation utilizing flammable or combustible liquids or the application of combustible powders. (I.F.C. 105.6.41, Ch. 24) ( To use any building or portion thereof exceeding 500 sq. ft. for high -puled combustible storage. (I.F.C. 105.6.22, Ch. 32) To store, transport on site, dispense, use or handle at normal temperatures and pressures compressed gases in excess of the amounts listed in Table #105.6.8. (I.F.C. 105.6.8, Ch. 53) To erect or operate a tent or air -supported temporary membrane structure having an area in excess of 400 square feet, or any canopy in excess of 700 square feet. (I.F.C. 105.6.43, Ch. 24) APPLICATION IS HEREBY MADE BY THE UNDERSIGNED FOR A PERMIT TO (USE, INSTALL, CONDUCT) IN OR ON THE FOLLOWING PREMISES: Business Name: 60oirA,', rar c 1111/1) Address: /esfpfl WITHIN 30 DAYS, THIS APPLICATION AND YOUR CHECK PAYABLE TO THE TUKWILA FIRE DEPARTMENT IN THE AMOUNT OF $ y o , MUST BE RETURNED TO THE TUKWILA FIRE MARSHAL'S OFFICE, 6300 SOUTHCENTER BLVD., #209, TUKWILA, WASHINGTON, 98188. Operational Permit App.doc — z 7_1(e Rev. 3/7/14 T.F.D. FORM F.P. 6 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.: 0323049164 Site Address: 10848 E MARGINAL WAY S Suite Number: Floor: Tenant Name: CATALYST New Tenant? - Yes ❑ II] - Property Owner's Name: HOWARD S . WRIGHT Mailing Address: PO BOX 34449 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ANTHONY FURR Day Telephone: 253-840-9900 Company Name: RED HAWK FIRE PROTECTION Mailing Address: 801 VALLEY AVENUE NW SUITE D PUYALLUP WA 98371 City State Zip E-mail Address: anthonyf @redhawkfp . com Fax Number: Contractor's City of Tukwila Business License number: RED HAHF 9 01 QP Total number of new/relocated devices or sprinkler heads: 16 Valuation of Project (contractor's bid price): $ 6,559 Scope of Work (please provide detailed information): RELOCATION OF HEADS IN ACCORDANCE TO NEW WALLS AND OPEN AREAS DUE TO RENOVATION 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: A 1 on Plan Permit App.doc Date://a0-1'% Day Telephone: 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Catalyst 10848 East Marginal Way S Permit No.: 17-S-233 Date: December 7, 2017 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'h 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 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • 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 sprinkler 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 Toss 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. • 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. INSPECTION NUMBER NSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Sprinklers: `( c s �t 1�t \ Hood & Duct: Type of Inspection: 1 EWLcs` SAKI Ct5 L—\ sT1v‘S 1\)51 n e 53 o is Address* , 0�3c6 Suite #: 01Qfcs\rL�, \SContact Person: E� Special Instructions: Phone No.: RApproved per applicable codes. Corrections required prior to approval. COMMENTS: E,N• ..A(.3 bl( Needs Shift Inspection: Nv,,,kk ( (It Sprinklers: `( c s Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:'---� 51 Date: o\ \ bct, Hrs.: n $80.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 6z.)Type Sprinklers: of Inspection: /r/4- (— Address: /0$q' Suite #: �,i4/1t) Contact Person: RoVe141-feSorti Special Instructions: -- /1/1=. TO 12..EPIAcE 4 ,!il,e 55,A/{7 Phone No.: Zp(.0 —',�. ! e' —672( Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: -- /1/4/ ewlCz c y L / 6y/fir/AA Monitor: -r--&/ Permits: -- /1/1=. TO 12..EPIAcE 4 ,!il,e 55,A/{7 Of•/ilk 4E.e._/A)GTI P1-A--rE5 774'4vGtcAt O447 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: iri- 5-7v Date: ' f�/ 7/a $ Hrs.: / 4,, n $80.00 REINSPECTION FEE REQUIRED. You will receive ar invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Word/Inspection Record Form.Doc 1/13/06 T.F.D. Form F.P. 113 SMITH FIRE SYSTEMS, INC. 5/111:5F 1106 54th Avenue East • Tacoma, Washington 98424 (206) 926-1880 • FAX (206) 926-2350 CONTR. REG. NO. SMITHFS1360T HYDRAULIC CALCULATION INFORMATION SHEET PROJECT NAME Mr CCI 114.FRE1fouSE ADDRESS "COLuMtJ HEADS 10848 E(..SAY. 5. TUKwr LA . LOA CONTRACT NO. S - /4C.9 DATE Z - 10 - 9'1 BY 0/.1—Zr a1 1-{LJGHEY SYSTEM DESIGNATION: HAZARD DESCRIPTION: HAZARD CLASS PER NFPA S's -r4 i 4 WA2E 1noSE [PER NFPA 13 (1991) SECTION A-1-4.7] MIGHT, ORDINARY GP I. ORDINARY GP 11, EXTRA. STORAGE SPECIFIC RULING: . 39 /5(000 RULING MADE BY: LT. /<01-1L. E 1Z / W S 2b OF DENSITY: . 39 GPM OVER THE MOST HYDRAULICALLY REMOTE 5-6.00 SQ. FT. ALLOWANCES INCLUDED IN CALCULATIONS: ADDED AT: INSIDE HOSE cc) GPM 1.100E:8 OUTSIDE HOSE 750 GPM nvo0 E: QJ IN -RACK SPRINKLER DEMAND GPM SYSTEM TYPE: 1,3E7- (WET, DRY, DELUGE, PRE -ACTION) TOTAL NUMBER OF SPRINKLERS THIS SYSTEM "C" FACTOR USED: OVERHEAD 12 0 UNDERGROUND 14 0 MAXIMUM ACTUAL AREA OF COVERAGE PER SPRINKLER: 10 0 SQUARE FEET SPRINKLER MANUFACTURER: REL- 1 AQ LE MODEL: G ORIFICE SIZE: I -V3 Z K -FACTOR: $ . 2 0 TEMP: 1(0 `F WATER SUPPLY: ELEVATION OF TEST: 0 STATIC 114 PSI DATE OF TEST: RESIDUAL q 1 PSI DATA PROVIDED BY: \,./ 512..B AS - Ru) LT D R A AJ/AJ GS FLOW 8000 GPM LOCATION OF TEST: BASE OF RISER DEMAND 2.801 , 1(.2 GPM REQUIRED AT 82 .47 PSI (INCLUDING 150 _ GPM FOR HOSE STREAMS) SUMMARY 3, 5S7. Ito GPM REQUIRED AT 88.82 PSI AT CONNECTION TO G I 7"`C M A r J�J (INCLUDING /00o GPM FOR TOTAL HOSE STREAMS) Pressure (PSI) 250 240 230 220 210 200 190 180 170 160 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Sigma Dynamics Corporation 7700 Supply / Demand Graph System Demand.. Sprinkler Demand 88.67 PSI @ 2657.16 GPM Additional Flows 150.00 GPM Hose at Source 750.00 GPM Total Demand 88.82 PSI @ 3557.16 GPM Water Flow (GPM) Water Supply.. Static 114.00 PSI Residual 97.00 PSI @ 8000.00 GPM Elevation 0.00 PSI Margin Pressure 21.38 PSI Flow 6332.30 GPM o e—. �,_� •_Jioses� tg c .m O N1.85 900 1800 2700 3600 4500 5400 6300 7200 6100 g0i System Demand.. Sprinkler Demand 88.67 PSI @ 2657.16 GPM Additional Flows 150.00 GPM Hose at Source 750.00 GPM Total Demand 88.82 PSI @ 3557.16 GPM Water Flow (GPM) Water Supply.. Static 114.00 PSI Residual 97.00 PSI @ 8000.00 GPM Elevation 0.00 PSI SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 1 FLOW TEST RESULTS Water Supply STATIC 114.00 PSI RESIDUAL 97.00 PSI @ 8000.00 GPM CITY PRESSURE AVAILABLE AT 3557.2 GPM 110.20 PSI SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K -FACTOR PRESSURE 201 51.20 39.00 8.20 38.98 202 49.53 39.00 8.20 36.49 203 49.06 39.00 8.20 35.80 204 44.96 39.00 8.20 30.06 205 46.09 39.00 8.20 31.59 206 46.90 39.00 8.20 32.71 207 45.35 39.00 8.20 30.59 208 44.91 39.00 8.20 30.00 209 32.68 29.25 8.20 15.89 210 35.09 29.25 8.20 18.31 211 43.11 31.20 8.20 27.64 212 45.21 31.20 8.20 30.39 213 43.71 39.00 8.20 28.41 214 43.29 39.00 8.20 27.87 215 32.26 29.25 8.20 15.48 216 34.64 29.25 8.20 17.84 217 42.57 31.20 8.20 26.96 218 44.65 31.20 8.20 29.65 219 43.17 39.00 8.20 27.71 220 42.75 39.00 8.20 27.18 221 42.65 39.00 8.20 27.06 222 43.74 39.00 8.20 28.45 223 44.51 39.00 8.20 29.46 224 43.03 39.00 8.20 27.53 225 42.61 39.00 8.20 27.00 226 41.78 39.00 8.20 25.96 227 42.84 39.00 8.20 27.30 228 43.60 39.00 8.20 28.27 229 42.15 39.00 8.20 26.42 230 41.74 39.00 8.20 25.91 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 2 SUMMARY OF SPRINKLER OUTFLOWS ACTUAL MINIMUM SPR FLOW FLOW K-FACTOR PRESSURE 231 30.26 29.25 8.20 13.61 232 32.50 29.25 8.20 15.71 233 40.01 31.20 8.20 23.81 234 41.97 31.20 8.20 26.20 235 40.56 39.00 8.20 24.47 236 40.17 39.00 8.20 24.00 237 29.88 29.25 8.20 13.28 238 32.10 29.25 8.20 15.33 239 39.53 31.20 8.20 23.24 240 41.47 31.20 8.20 25.57 241 40.08 39.00 8.20 23.89 242 39.69 39.00 8.20 23.42 243 39.75 39.00 8.20 23.50 244 40.77 39.00 8.20 24.72 245 41.49 39.00 8.20 25.60 246 40.10 39.00 8.20 23.91 247 39.71 39.00 8.20 23.45 248 36.96 32.18 8.20 20.31 249 37.75 32.18 8.20 21.19 250 40.52 32.18 8.20 24.42 251 41.81 32.18 8.20 25.99 252 41.40 32.18 8.20 25.49 254 39.10 39.00 8.20 22.73 255 40.10 39.00 8.20 23.92 256 40.82 39.00 8.20 24.78 257 39.44 39.00 8.20 23.14 258 39.06 39.00 8.20 22.69 259 39.04 39.00 8.20 22.67 260 40.04 39.00 8.20 23.85 261 40.76 39.00 8.20 24.70 262 39.39 39.00 8.20 23.07 263 39.00 39.00 8.20 22.62 401 26.93 14.87 5.62 22.96 402 25.00 14.87 5.62 19.79 403 23.84 14.87 5.62 18.00 404 23.28 14.87 5.62 17.16 405 23.13 14.87 5.62 16.93 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 3 TOTAL WATER REQUIRED FOR SYSTEM OUTFLOWS AT 8 OUTSIDE HOSE STREAMS AT 0 TOTAL WATER REQUIREMENT PRESSURE REQUIRED AT 0 MAXIMUM PRESSURE UNBALANCE IN LOOPS MAXIMUM VELOCITY FROM 11 TO 12 2657.16 GPM 150.00 GPM 750.00 GPM 3557.16 GPM 88.82 PSI 0.00 PSI 26.86 FPS SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 4 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 262 263 1.682 L 10.00 C=120 PT 22.62 (263) Q 39.00 F=0 F 0.00 PE 0.00 BN T 10.00 0.0449 PF 0.45 261 262DQ 39.39 1.682 L 10.00 C=120 PT 23.07 (262) Q 78.39 F=0 F 0.00 PE 0.00 BN T 10.00 0.1634 PF 1.63 53 261DQ 40.76 1.610 L 4.00 C=120 PT 24.70 (261) Q 119.14 F=0 F 0.00 PE 0.00 BN T 4.00 0.4387 PF 1.75 PT 26.45 ( 53) 305 405 1.049 L 14.50 C=120 PT 16.93 (405) Q 23.13 F=T,E,E F 9.00 PE -3.76 DR T 23.50 0.1702 PF 4.00 304 305 1.752 L 20.00 C=120 PT 17.17 (305) Q 23.13 F=0 F 0.00 PE 0.00 NC T 20.00 0.0140 PF 0.28 PT 17.45 (304) 304 404 1.049 L 14.50 C=120 PT 17.16 (404) Q 23.28 F=T,E,E F 9.00 PE -3.76 DR T 23.50 0.1724 PF 4.05 303 304DQ 23.13 1.752 L 20.00 C=120 PT 17.45 (304) Q 46.41 F=0 F 0.00 PE 0.00 NC T 20.00 0.0508 PF 1.02 PT 18.47 (303) 303 403 1.049 L 14.50 C=120 PT 18.00 (403) Q 23.84 F=T,E,E F 9.00 PE -3.76 DR T 23.50 0.1801 PF 4.23 302 303DQ 46.41 1.752 L 20.00 C=120 PT 18.47 (303) Q 70.25 F=0 F 0.00 PE 0.00 NC T 20.00 0.1094 PF 2.19 PT 20.66 (302) 302 402 1.049. L 14.50 C=120 PT 19.79 (402) Q 25.00 F=T,E,E F 9.00 PE -3.76 DR T 23.50 0.1967 PF 4.62 301 302DQ 70.25 1.752 L 20.00 C=120 PT 20.65 (302) Q 95.25 F=0 F 0.00 PE 0.00 NC T 20.00 0.1921 PF 3.84 PT 24.49 (301) SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 5 Location From To Flow in GPM 301 401 Q 26.93 260 259 Q 39.04 Pipe Size IN 1.049 DR 1.380 BN 53 260DQ 40.04 1.380 Q 79.08 BN 23 53DQ 119.14 2.067 Q 198.22 NR 22 23 4.260 NC Q 198.22 255 254 Q 39.10 1.380 BN 52 255DQ 40.10 1.380 Q 79.20 BN 249 248 250 249DQ Q 1.380 BN 37.75 1.380 BN 51 250DQ 40.52 1.610 Q 115.23 BN Q 36.96 74.70 244 243 Q 39.75 1.380 BN Fittings Devices L F=T,E,E F T L F=0 F T Equiv Friction Length Loss Ft PSI/Ft 14.50 9.00 23.50 10.00 0.00 10.00 C=120 PT PE 0.2256 PF PT C=120 PT PE 0.1180 PF L 6.00 C=120 PT F=0 F 0.00 PE T 6.00 0.4354 PF L F=T/T F T L F=0 F T L F=0 F T L F=0 F T L F=0 F T 2.00 20.00 22.00 10.00 0.00 10.00 10.00 0.00 10.00 6.00 0.00 6.00 8.25 0.00 8.25 C=120 0.3332 C=120 0.0098 C=120 0.1183 C=120 0.4366 PT PE PF PT PE PF PT PT PE PF PT PE PF PT C=120 PT PE 0.1066 PF L 8.25 C=120 PT F=0 F 0.00 PE T 8.25 0.3918 PF L F=0 F T L F=0 F T 6.00 0.00 6.00 10.00 0.00 10.00 C=120 PT PE 0.4124 PF PT C=120 PT PE 0.1220 PF Pressure Summary PSI 22.96 (401) -3.76 5.30 24.50 (301) 22.67 (259) 0.00 1.18 23.85 (260) 0.00 2.61 26.46 ( 53) 0.87 7.33 34.66 ( 23) 0.00 0.10 34.76 ( 22) 22.73 (254) 0.00 1.18 23.91 (255) 0.00 2.62 26.53 ( 52) 20.31 (248) 0.00 0.88 21.19 (249) 0.00 3.23 24.42 (250) 0.00 2.47 26.89 ( 51) 23.50 (243) 0.00 1.22 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 6 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 50 244DQ 40.77 1.380 L 6.00 C=120 PT 24.72 (244) Q 80.52 F=0 F 0.00 PE 0.00 BN T 6.00 0.4501 PF 2.70 PT 27.42 ( 50) 238 237 1.049 L 7.50 C=120 PT 13.28 (237) Q 29.88 F=0 F 0.00 PE 0.00 BN T 7.50 0.2735 PF 2.05 239 238DQ 32.10 1.049 L 7.50 C=120 PT 15.33 (238) Q 61.98 F=0 F 0.00 PE 0.00 BN T 7.50 1.0548 PF 7.91 49 239DQ 39.53 1.380 L 6.00 C=120 PT 23.24 (239) Q 101.51 F=0 F 0.00 PE 0.00 BN T 6.00 0.6911 PF 4.15 PT 27.39 ( 49) 232 231 1.049 L 7.50 C=120 PT 13.61 (231) Q 30.26 F=0 F 0.00 PE 0.00 BN T 7.50 0.2799 PF 2.10 233 232DQ 32.50 1.049 L 7.50 C=120 PT 15.71 (232) Q 62.76 F=0 F 0.00 PE 0.00 BN T 7.50 1.0794 PF 8.10 48 233DQ 40.01 1.380 L 6.00 C=120 PT 23.81 (233) Q 102.77 F=0 F 0.00 PE 0.00 BN T 6.00 0.7070 PF 4.24 PT 28.05 ( 48) 227 226 1.380 L 10.00 C=120 PT 25.96 (226) Q 41.78 F=0 F 0.00 PE 0.00 BN T 10.00 0.1337 PF 1.34 47 227DQ 42.84 1.380. L 6.00 C=120 PT 27.30 (227) Q 84.62 F=0 F 0.00 PE 0.00 BN T 6.00 0.4935 PF 2.96 PT 30.26 ( 47) 222 221 1.380 L 10.00 C=120 PT 27.06 (221) Q 42.65 F=0 F 0.00 PE 0.00 BN T 10.00 0.1390 PF 1.39 46 222DQ 43.74 1.380 L 6.00 C=120 PT 28.45 (222) Q 86.39 F=0 F 0.00 PE 0.00 BN T 6.00 0.5127 PF 3.08 PT 31.53 ( 46) SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 7 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 216 215 1.049 L 7.50 C=120 PT 15.48 (215) Q 32.26 F=0 F 0.00 PE 0.00 BN T 7.50 0.3152 PF 2.36 217 216DQ 34.64 1.049 L 7.50 C=120 PT 17.84 (216) Q 66.90 F=0 F 0.00 PE 0.00 BN T 7.50 1.2149 PF 9.11 45 217DQ 42.57 1.380 L 6.00 C=120 PT 26.95 (217) Q 109.48 F=0 F 0.00 PE 0.00 BN T 6.00 0.7947 PF 4.77 PT 31.72 ( 45) 210 209 1.049 L 7.50 C=120 PT 15.89 (209) Q 32.68 F=0 F 0.00 PE 0.00 BN T 7.50 0.3228 PF 2.42 211 210DQ 35.09 1.049 L 7.50 C=120 PT 18.31 (210) Q 67.77 F=0 F 0.00 PE 0.00 BN T 7.50 1.2442 PF 9.33 44 211DQ 43.11 1.380 L 6.00 C=120 PT 27.64 (211) Q 110.88 F=0 F 0.00 PE 0.00 BN T 6.00 0.8136 PF 4.88 PT 32.52 ( 44) 205 204 1.380 L 10.00 C=120 PT 30.06 (204) Q 44.96 F=0 F 0.00 PE 0.00 BN T 10.00 0.1532 PF 1.53 43 205DQ 46.09 1.380 L 6.00 C=120 PT 31.59 (205) Q 91.05 F=0 F 0.00 PE 0.00 BN T 6.00 0.5651 PF 3.39 PT 34.98 ( 43) 257 258 1.682 L 10.00 C=120 PT 22.69 (258) Q 39.06 F=0 F 0.00 PE 0.00 BN T 10.00 0.0450 PF 0.45 256 257DQ 39.44 1.682 L 10.00 C=120 PT 23.14 (257) Q 78.50 F=0 F 0.00 PE 0.00 BN T 10.00 0.1638 PF 1.64 52 256DQ 40.82 1.610 L 4.00 C=120 PT 24.78 (256) Q 119.32 F=0 F 0.00 PE 0.00 BN T 4.00 0.4399 PF 1.76 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 8 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 22 52DQ 79.20 2.067 L 2.00 C=120 PT 26.54 ( 52) Q 198.52 F=T/T F 20.00 PE 0.87 NR T 22.00 0.3341 PF 7.35 21 22DQ 198.22 4.260 L 10.00 C=120 PT 34.76 ( 22) Q 396.74 F=0 F 0.00 PE 0.00 NC T 10.00 0.0355 PF 0.36 PT 35.12 ( 21) 251 252 1.682 L 10.00 C=120 PT 25.49 (252) Q 41.40 F=0 F 0.00 PE 0.00 BN T 10.00 0.0502 PF 0.50 51 251DQ 41.81 1.610 L 4.00 C=120 PT 25.99 (251) Q 83.21 F=0 F 0.00 PE 0.00 BN T 4.00 0.2258 PF 0.90 21 51DQ 115.23 2.067 L 2.00 C=120 PT 26.89 ( 51) Q 198.44 F=T/T F 20.00 PE 0.87 NR T 22.00 0.3338 PF 7.34 20 21DQ 396.74 4.260 L 10.00 C=120 PT 35.10 ( 21) Q 595.18 F=0 F 0.00 PE 0.00 NC T 10.00 0.0753 PF 0.75 PT 35.85 ( 20) 246 247 1.682 L 10.00 C=120 PT 23.45 (247) Q 39.71 F=0 F 0.00 PE 0.00 BN T 10.00 0.0464 PF 0.46 245 246DQ 40.10 1.682 L 10.00 C=120 PT 23.91 (246) Q 79.81 F=0 F 0.00 PE 0.00 BN T 10.00 0.1689 PF 1.69 50 245DQ 41.49 1.610 L 4.00 C=120 PT 25.60 (245) Q 121.30 F=0 F 0.00 PE 0.00 BN T 4.00 0.4535 PF 1.81 20 50DQ 80.52 2.067 L 2.00 C=120 PT 27.41 ( 50) Q 201.81 F=T/T F 20.00 PE 0.87 NR T 22.00 0.3444 PF 7.58 300 20DQ 595.18 4.260 L 5.00 C=120 PT 35.86 ( 20) Q 796.99 F=0 F 0.00 PE 0.00 NC T 5.00 0.1292 PF 0.65 PT 36.51 (300) 241 242 1.682 Q 39.69 BN' L 10.00 C=120 PT 23.42 (242) F=0 F 0.00 PE 0.00 T 10.00 0.0464 PF 0.46 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 9 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 240 241DQ 40.08 1.682 L 10.00 C=120 PT 23.88 (241) Q 79.76 F=0 F 0.00 PE 0.00 BN T 10.00 0.1687 PF 1.69 49 240DQ 41.47 1.610 L 4.00 C=120 PT 25.57 (240) Q 121.23 F=0 F 0.00 PE 0.00 BN T 4.00 0.4530 PF 1.81 19 49DQ 101.51 2.067 L 2.00 C=120 PT 27.38 ( 49) Q 222.74 F=T/T F 20.00 PE 0.87 NR T 22.00 0.4134 PF 9.09 PT 37.34 ( 19) 235 236 1.682 L 10.00 C=120 PT 24.00 (236) Q 40.17 F=0 F 0.00 PE 0.00 BN T 10.00 0.0474 PF 0.47 234 235DQ 40.56 1.682 L 10.00 C=120 PT 24.47 (235) Q 80.73 F=0 F 0.00 PE 0.00 BN T 10.00 0.1726 PF 1.73 48 234DQ 41.97 1.610 L 4.00 C=120 PT 26.20 (234) Q 122.70 F=0 F 0.00 PE 0.00 BN T 4.00 0.4632 PF 1.85 18 48DQ 102.77 2.067 L 2.00 C=120 PT 28.05 ( 48) Q 225.47 F=T/T F 20.00 PE 0.87 NR T 22.00 0.4228 PF 9.30 PT 38.22 ( 18) 229 230 1.682 L 10.00 C=120 PT 25.91 (230) Q 41.74 F=0 F 0.00 PE 0.00 BN T 10.00 0.0509 PF 0.51 228 229DQ 42.15 1.682 L 10.00 C=120 PT 26.42 (229) Q 83.89 F=0 F 0.00 PE 0.00 BN T 10.00 0.1852 PF 1.85 47 228DQ 43.60 1.610 L 4.00 C=120 PT 28.27 (228) Q 127.49 F=0 F 0.00 PE 0.00 BN T 4.00 0.4972 PF 1.99 17 47DQ 84.62 2.067 L 2.00 C=120 PT 30.26 ( 47) Q 212.11 F=T/T F 20.00 PE 0.87 NR T 22.00 0.3776 PF 8.31 PT 39.44 ( 17) 224 225 Q 42.61 1.682 BN L 10.00 C=120 PT 27.00 (225) F=0 F 0.00 PE 0.00 T 10.00 0.0529 PF 0.53 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 10 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 223 224DQ 43.03 1.682 L 10.00 C=120 PT 27.53 (224) Q 85.64 F=0 F 0.00 PE 0.00 BN T 10.00 0.1925 PF 1.92 46 223DQ 44.51 1.610 L 4.00 C=120 PT 29.45 (223) Q 130.14 F=0 F 0.00 PE 0.00 BN T 4.00 0.5165 PF 2.07 16 46DQ 86.39 2.067. L 2.00 C=120 PT 31.52 ( 46) Q 216.53 F=T/T F 20.00 PE 0.87 NR T 22.00 0.3923 PF 8.63 PT 41.02 ( 16) 219 220 1.682 L 10.00 C=120 PT 27.18 (220) Q 42.75 F=0 F 0.00 PE 0.00 BN T 10.00 0.0532 PF 0.53 218 219DQ 43.17 1.682 L 10.00 C=120 PT 27.71 (219) Q 85.91 F=0 F 0.00 PE 0.00 BN T 10.00 0.1936 PF 1.94 45 218DQ 44.65 1.610 L 4.00 C=120 PT 29.65 (218) Q 130.56 F=0 F 0.00 PE 0.00 BN T 4.00 0.5196 PF 2.08 15 45DQ 109.48 2.067 L 2.00 C=120 PT 31.73 ( 45) Q 240.04 F=T/T F 20.00 PE 0.87 NR T 22.00 0.4747 PF 10.44 PT 43.04 ( 15) 213 214 1.682 L 10.00 C=120 PT 27.87 (214) Q 43.29 F=0 F 0.00 PE 0.00 BN T 10.00 0.0545 PF 0.54 212 213DQ 43.71 1.682 L 10.00 C=120 PT 28.41 (213) Q 87.00 F=0 F 0.00 PE 0.00 BN T 10.00 0.1981 PF 1.98 44 212DQ 45.21 1.610 L 4.00 C=120 PT 30.39 (212) Q 132.20 F=0 F 0.00 PE 0.00 BN T 4.00 0.5318 PF 2.13 14 44DQ 110.88 2.067 L 2.00 C=120 PT 32.52 ( 44) Q 243.08 F=T/T F 20.00 PE 0.87 NR. T 22.00 0.4859 PF 10.69 PT 44.08 ( 14) 207 208 1.682 L 10.00 C=120 PT 30.00 (208) Q 44.91 F=0 F 0.00 PE 0.00 BN T 10.00 0.0583 PF 0.58 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 11 Location From To Flow in GPM Pipe Size IN 206 207DQ 45.35 1.682 Q 90.26 BN 43 206DQ 46.90 1.610 Q 137.16 BN 13 43DQ 91.05 2.067 Q 228.21 NR 202 203 Q 201 202DQ Q 1.682 BN 49.53 1.682 BN 49.06 98.59 42 201DQ 51.20 1.610 Q 149.79 BN 12 42 2.067 NR Q 149.79 19 300 4.260 NC 18 19DQ 222.74 5.295 Q 1141.92 NC 17 18DQ 225.47 5.295 Q 1367.39 NC 16 17DQ 212.11 5.295 Q 1579.51 NC 15 16DQ 216.53 5.295 Q 1796.04 NC Q 919.18 Fittings Devices L F=0 F T L F=0 F T L F=T/T F T L F=0 F T L F=0 F T L F=0 F T L F=T/T F T L F=0 F T Equiv Friction Length Loss Ft PSI/Ft 10.00 0.00 10.00 4.00 0.00 4.00 2.00 20.00 22.00 10.00 0.00 10.00 10.00 0.00 10.00 4.00 0.00 4.00 2.00 20.00 22.00 C=120 0.2121 C=120 0.5692 C=120 0.4324 C=120 0.0687 C=120 0.2497 C=120 0.6700 C=120 0.1984 5.00 C=120 0.00 5.00 0.1682 PT PE PF PT PE PF PT PE PF PT PT PE PF PT PE PF PT PE PF PT PE PF PT PT PE PF Pressure Summary PSI 30.58 (207) 0.00 2.12 32.70 (206) 0.00 2.28 34.98 ( 43) 0.87 9.51 45.36 ( 13) 35.80 (203) 0.00 0.69 36.49 (202) 0.00 2.50 38.99 (201) 0.00 2.68 41.67 ( 42) 0.87 4.36 46.90 ( 12) 36.51 (300) 0.00 0.84 L 10.00 C=120 PT 37.35 ( 19) F=0 F 0.00 PE 0.00 T 10.00 0.0871 PF 0.87 L F=0 F T L F=0 F T L F=0 F T 10.00 0.00 10.00 10.00 0.00 10.00 10.00 0.00 10.00 C=120 0.1216 C=120 0.1587 C=120 0.2013 PT PE PF PT PE PF PT PE PF 38.22 ( 18) 0.00 1.22 39.44 ( 17) 0.00 1.59 41.03 ( 16) 0.00 2.01 SUBMITTAL SERIAL NO:2244HY2 02-10-1997 PAGE 12 Location Flow Pipe Fittings Equiv Friction Pressure in Size & Length Loss Summary From To GPM IN Devices Ft PSI/Ft PSI 14 15DQ 240.04 6.357 L 10.00 C=120 PT 43.04 ( 15) Q 2036.08 F=0 F 0.00 PE 0.00 NC T 10.00 0.1043 PF 1.04 13 14DQ 243.08 6.357 L 10.00 C=120 PT 44.08 ( 14) Q 2279.16 F=0 F 0.00 PE 0.00 NC T 10.00 0.1284 PF 1.28 12 13DQ 228.21 6.357 L 10.00 C=120 PT 45.36 ( 13) Q 2507.37 F=0 F 0.00 PE 0.00 NC T 10.00 0.1532 PF 1.53 PT 46.89 ( 12) 300 301 1.752 L 20.00 C=120 PT 24.50 (301) Q 122.18 F=T/E F 18.00 PE 0.43 FM T 38.00 0.3045 PF 11.57 PT 36.50 (300) 11 12 6.357 L 58.00 C=120 PT 46.89 ( 12) Q 2657.16 F=0 F 0.00 PE 0.00 FM T 58.00 0.1706 PF 9.89 10 11 8.249 L 216.00 C=120 PT 56.78 ( 11) Q 2657.16 F=0/E F 20.00 PE 0.00 FM T 236.00 0.0480 PF 11.33 8 10 8.249 L 22.67 C=120 PT 68.11 ( 10) Q 2657.16 F=CV,GV/E F 72.00 PE 9.82 FR T 94.67 0.0480 PF 4.54 2 8DQ 150.00 12.455 L 103.00 C=140 PT 82.47 ( 8) Q 2807.16 F=0/E F 29.00 PE 1.73 UN T 132.00 0.0054 PF 0.71 1 2 12.455 L 7.00 C=140 PT 84.91 ( 2) Q 2807.16 F=0 F 0.00 PE 3.03 UN T 7.00 0.0054 PF 0.04 0 1 12.455 L 50.00 C=140 PT 87.98 ( 1) Q 2807.16 F=T,GV F 106.00 PE 0.00 UN T 156.00 0.0054 PF 0.84 PT 88.82 ( 0) ALL RIGHTS RESERVED: DATA SHOWN ON THIS SHEET MAY NOT BE USED IN ANY FORM WITHOUT PERMISSION OF McKINSTRY CO. NEW PIPE EXISTING PIPE SCOPE OF WORK INSTALL 12 NEW 17/32" BRASS UPRIGHTS FOR PROPER COVERAGE AT FULL HEIGHT WALL PER CONFIDENCE TEST DATED 3/7/03. BEY PLAN NO SCALE SPRINKLERS SYM DESCRIPTION TEMP QTY • RELIABLE MOD. G BRASS UPRIGHT 17/32" (EXISTING) 155' N/A O RELIABLE MOD. G BRASS UPRIGHT 17/32" (ADDED) 155' 12 TOTAL THIS SHEET : 12 GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .20 G.P.M./1500 SQ. FT. BILE 4— 114 0--- -0- 11/2 •- 11 • • —•- -•— —•- 2 -•- t 0-- • • —•- -•- -. 2 2 2 -•- -4 —• —•— CD —.- 2 - - - —•- -t -- 1 -- 114 t 0-- 8 r- 6 6 8 —•- -4 CO —•- —4 t -• -• —•- -4 --. --• -•- t 0 -4 —• —• —•-- -•- -•— 8 8 -r• —O -•- -•--4------.- --• —. -. 4- •— 1'4 r- 4- 4 -- 4— 4— •- 4— •- -• F 4- 4- 4- 4- 4- 4- ♦ -- 0— •- 0- 6- 4- «- .- 4- 8 .- 8 4- •— 2 NEW 2x1 MECH TEE W/ 1x3/4 BUSHING (TYP. 12) -0- -. 2 i 2{ 2 -0- . - CO CD } -0- •- — — -5 -4-----5 -I —.I _ -0- t — — J t---5 CD Co -. tO f .- 8 ACCEPTED Without Comments As Noted to Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions tv these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 5-- daps By. g �/1? < 1 11 n < « 1 1 [ Wthcutrammerftsks EO AilkNated; tt>i Redid EO3 POeTilikAttethecitetteter IplanbasavetsienavieieedtiPTIIMIctisliMire filoartirdits>Bri ' tboittity sAr +re+s�je ere�ra�d " igraigatonsitetctiallootalattbItittrizeiulatidimetadatgetkl istdoddirausuesTlibextyspotaibtjilcfctete adequacy bitesigrttstataisiltyri iiti ds ismer. -5 Additions, deletions or revisions to these ttlawitigs idter is -die will void this acceptance and wil require a .resubfnittal of revised drawings for subsequent approve L1 Q 0) >- 0 C( (r)c Wo Z <r COCr) LEI' I_ r, (4c) `ECn WI- u-) O co co U co H.V.A.C., PIPING, PLUMBING ENERGY MANAGEMENT & FIRE PROTECTION pr..�mntltrce is subject to field test anciinspecbon by EXIST. 8" RISER SPI\ <LE PIPI\ G PLA\ I SCALE 1/8" = 1'-0' 1 /8" = 1'-0" sp9ea e ,Wo/ i UKWIt.A FIRE DEPARitvicia please call; 575.4407, :nd give this job :o, c)3'_5_- t1c1 exact address for shut. A4V411 or restoration approval 1 3 6 10 instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com MAY 1 3 2003 20 P7 .-MIMI .-_-------- - 2 4 8 15 DRAWN BY: CHECKED BY: J.MCCLELLAN RF DATE: 5/8/03 PROJECT: McK. PROJECT NUMBER: 32070 TITLE: SPRINKLER PIPING PLAN SH EET: FF1J EX\S`r 11 1ta oFc't=. (7'(P) i a l ..a glktT1Nt.-1 j" MAtLI CPEN (.FF" -"-ICE ft<�A tit E'vL+ A 5t E T.1. FLAN EXty' Ti Lt►ttE [1 i { t -, L 1 Er.‘77 lJ- CFFICE (- -1P) GENERAL NOTES: I. ALL MATERIAL ANC),INSTALLATION TO BE PER NFPA 13 2. ALL NEW ARMOVERS ARE ALLIED) "XL" PIPE WITH C. L FITTINGS 3. ALL ARMOVERS OVER 2' ARE TO BE HUNG USING A EYE SOCKET, A.T.ROD AND PIPE RING, 4. ALL REQUIRED ACCEPTANCE TESTING SHALL BE PERFORMED BY THE INSTALLER IN ACCORDANCE WITH NFPA 13. 5. WORK IS LIMITED TO -THE NEW BATHROOM AREA, NEW STORAGE CLOSET AND PLUGGING OF 2 HEADS DO TO REMOVAL OF WALLS. ALL OTHER COVERAGE IS TO REMAIN THE SAME. SPRINKLER LEGEND: • -EXISTING PENDENT HEAD TO REMAIN ®A -ADDED PENDENT HEAD AT CEILING QTY= 4 OP -EXISTING PENDENT HEAD REMOVED AND PLUGGED QTY. 2 , 4bR -RELOCATED PENDENT HEAD QTY 1 - - FILE ACE ACCEPTED [ Without Comments El As Noted In Red El Per The Attached Letter These pians have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city standards. Acceptance is subvert to errors and omissions which do not authorize violations of adopted standards and ordinances. The responst115; for the adequacy of design rests tetl y with the deFi ner. Additions, deletions or rev*Ision & these drawings after this date will void this accept nce and w U require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection ry The Tukwila Fire Prevention Bu au. Date: 5Hei y By: itYk i.A F'iRE Dtkifatttli 'Please call: 575.4407, and give this job No. --5- �z and exact address for shut. down or restoration approval. EIRE PROTECTION SYSTEMS, INC 23220 MAPLE VALLEY/BLACK DIAMOND RD. S.E. - MAPLE VALLEY, WA 98038 SUITE 3--D 425-432-4401 CONTR. UC. ACEFIPS147P1 SPRINKLERS LEGEND SYM - TYPE HEAD MODEL MAKE SIZE ' TEMP FINISH ESCUTCHEON. QTY EARTHQUAKE BRACE —e-- FLOW RISER UPRIGHT ON UNE FLEXIBLE COUPLING --fl-- f LO W _ , DROP --iF RIGID COUPUNG (jo UPRIGHT ON 1" STUB UP . ---n-- REDUCING COUPLING - 0 PENDENT ON UNE FLEXIBLE COUPUNG & CAP 4. PIPE TO BOTTOM OF DECK HANGER LEGEND 11 - U -HOOK W/2 NO.16x2' DRIVE SCREWS FOR 1"-2” PIPE OR LAG SCREW PER NFPA 113 FOR 2-1/2" AND LARGER PIPE #5 - EYE SOCKET W/3/8" x 2-1 /2" LAG SCREW, A.T. ROD & PIPE RING #110 - EYE ROD W/ LAG SCREW PER NFPA #13 & PIPE RING #12 - TOP BEAM CLAMP, A.T. ROO & PIPE RING SYSTEM . DESIGN CRITERIA PROJECT Eu 61 K E. s N T E.K i O P. L4:-.)1s4s E. tv:AR(i.IiLL. \\ VI 4. "TLlK•titLA \4A • IA APR 2 8 1999 B PENDENT ON 1" DROP 5 14 SCREWED CAP PRIGHT & PENDENT ON 1 DROP —4 PLUG - WELD PIECE NUMBER ! DRY PENDENT i StDEWALL --/ HANGER LOCATION HYDRAUUC REFERENCE POINT TOTAL SPRINKLERS THIS SHEET f- t PIPE TO FINISHED FLOOR CONTRACT WITH - 5 c.pj i4t4 =.L4.1Oi_ AJC t\/ e'r it. DRWG.,TITLE SPR{►.xLEPI 1 . t. DATE 4- ;. DRAWN BY APPROVALS BY, Q -a 00 REVISED CONTR aq ? 48 SCALE AS- '..DYED try oF t OF'I +60,: +E0" L-1 ___2 2 O SIM ma NM WA ME NIS INE It NOMa- 2 11/2 MIME MOW MA AM MA WM MT AA AMA SOS +46" 2 AM AM WM MA MO AM MA MA MA AM MA AM L-1 L-1 EMS 2 ,. E :mMmmmmimumois:--s L-113 L-1 WA WM MA AM AM MA MA MA CM MA WM AM ICA INN OAS NZZ NEI WM KM WS w. ME WE IAA E L-13 NM SEM MIA MCA CCM 2 C5 A E I-- 2 is. scs mx iss. lc. was ams = E .1% .Mts®OEM ME MA (CM vkj a 11 z 1- y 11 STRUCTURAL SOFFIT .ABC . E ABOVE OWNER SUPPLIEC ND INSTALLED DEMOUNTABLI WALL SYSTEM. VERIFY LC TION AND CONSTRUCTION WIT OWNER BEFORE CONSTR J TION 2 E A ' C9 GS SW CCM ION GS. S =CNES WE WM = = =NW MA OE L-11 ti +60,: 1622 Ism aul'amisrm mm mm ma +60. L-3 COORDINATE PLACEMENT OF - FIXTURE GROUPING WITH OWNER A H X w IMMIT OMC ICC WA ONE SAM WM SE2 2122 AZIA 222 OS2 222 2 to ® Nig C = OMA i.Zi ® OW 2 C MIS a +46" 2 SEX MAE ME 222 CAA SAM AMC MAE WAC Z22 SAA SUM SIM SZE WM mom am MA WA AM MA MA MA MA mem AM MA is L-13 ® NW OM i5 S M iii — av MA EA ti 2 EZA AA MA AZI MA AM MIN WA MA SEZ MAME N 5 \-t. i,` r L-14 2 AWN WA IME SAO AEA WM IAA NMI MM WC MS _2_. AM WM AM AM AM ME WM AA WA OW OA MA AA MA AM MA MA MT = — — — AM — A WMISM WMA NOM E q REPOSITION DIFFUSER AND TROFFER AS SHOWN E sprinkledr hea 2 AMA MO AM AM MA MA MA MA MAN MA AM MA — AM ME MS ENS WA ERA WA SEA WM MA IME SEA K: WM EMS WA 2 ....... t um mm mm ma ma ma mom mm am am ma am am ammm i� A - GFI E 0 ` L-11 MA ZIA ,M MA AM MA ME MA WA MA MA AM SEE 201 AM IAA NM WM WC MOM ma NOS NEM SSE OCZ IAA ANNZAA AA AM MA AM AA AA AA .A A=iMAAAA FROM EDGE OF EXIST GWB WALL ..s,-u>_..�.,.... REF_o 11/2 •1a, w�;,-m`.'r'a�«t:.s%a.'.✓.e-.ma.:.;,-w:;s'au'�;�r; :.�..,`,.."T'•%". �:... - ,ALL.p L2" . . , r _ _ o MCA SIM IIME SAS /= - 2 SEM MA CM >A' = mm - 11/s. MA MA AM AMMAA Am Am Am Am mm Am Am AA Am AA AA mA Am maw i 2 NOM EMM NEM WA WI ma ma MAR SW NEE MES SEE MAE SIM WES SSC MAW SEA OM WSWis _ EXIT. CATALYST FIRE SPRINKLER PLAN 6 117. 115-11 CM L-4 L-3 11/ 11/2 MA AM AM AM AM AM AM AM AM EAR FXIT SEM PAZ MT HUNTER DOU TAVOLA BEAM SUSPENDED FEATURE CEILING 2 AMA AM AIM MA UM MA WS AA AM WA MA MA AM AM AM WM MA AMM:..M MA WM MO AM AM MAMMA= MA AU MA SIE MA MA MA AM MA AM SMI AA ME MA AM MA WA WAS IMA MEM ME ERZ MA IAA EAM WAS WA WAS UM AM ICE ME MA AA WA EA MA AA AM MA MA CA AA MA EA AM AM MA WM MA AM AM AM AM AM WM 2 2 MA MO AM AM AM AM MA AM AM WA MA AM AM MA AM MA AM EXIT 2 8 Without Comments spr As Noted in Red - Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance wt,i current City standards. Acceptance is subject to efrvs and omissions which C -JO a.Jrhorize vio:ations of adopted resubmittal t-visec--: for subsequent approval. Final acceptar4--_, t,:ist and inspection by The Tukvvii NOTES 1 ADD NEW FIRE SPRINKLER HEAD. :2 CUT IN NEW MECHANICAL TEE FOR NEW SPRINKLER HEADS. REMOVE SPRINKLER HEAD AND PLUG OUTLET. wit zirid Os Sprinkler Legend !SYMBOL, MANUFACTURER GLOBE TYPE ' RESPONSE _SIN _K -FACTOR SIZE ;PENDENT' QUICK TEMPERATURE FINISH 155°F CHROME ESCUTCHEON QJANTITY RECESSED i 16 1 SCOPE OF WORK THIS PROJECT IS A TENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. GENERAL NOTES 1. SPRINKLER SYSTEM DESIGN PER NFPA #13. 2. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 3. FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH NFPA #13. 4. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEATTHROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 5. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF. 6. ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS. 7. 1" - 1 1/2" PIPING TO BE DOMESTIC SCHED 40 WITH THREADED AND/OR GROOVED FITTINGS. 8. 2" - 6" PIPING TO BE DOMESTIC SCHED 10 WITH GROOVED FITTINGS. 9. ALL DRY MAIN PIPING TO BE SLOPED AT 1/4" PER 10'-0" AND ALL DRY LINE PIPING TO BE SLOPED AT 1/2" PER 10'-0". 10. ALL GROOVED COUPLINGS TO BE RIGID UNLESS NOTED Wr F' FOR FLEXIBLE. 11. ALL PENDENT HEADS TO BE LOCATED IN CENTER LINE OF CEILING TILES. DESIGN CRITERIA PER NFPA 13(2010), CITY OF TUKWILA AND PROJECT SPECIFICATION WET SYSTEM ORDINARY HAZARD GROUP 1 TENANT IMPROVEMENT THIS PROJECT IS ATENANT IMPROVEMENT. THIS FACILITY HAS ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR RELOCATING SPRINKLER HEADS TO ACC.'.0MMODATE THE NEW TENANT WALL, CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. SYMBOL LEGEND HEAD. PLUGGED. (16) • - DENOTES A SPRINKLER HEAD TO BE ADDED. - DENOTES AN EXISTING SPRINKLER OR OUTLET. MT - MECHANICAL TEE — — — — - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. FITTER LISTER NOTES ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS. ALL HANGERS TO BE TYPE 'D' U.N.O. DROPS TO BE PER TYP DROP DETAIL THIS SHEET VICINITY MAP Chevron 0 48 East Way South Duwam Hill Preserve • RED HAWK FIRE PROTECTION, LLC EbLe14 Viligurt 801 VALLEY AVE NW, SUITE D PUYAU.UP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 NICET Stamp • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C LEVEL 3 Red Hawk Fire Protection, L.L.C. REDHAHFQP 11/28/2017 Approvals Required CITY OF TUKVVILA Revisions Contract With: HOWARD S. WRIGHT PO BOX 34449 PROJECT MANAGER: JOSE VIALLA Phone: 206-447-7686 Fax: 206-447-7688 Contract Name: CATALYST REFRESH 10848 E MARGINAL WAY S TUKWILA, WA 98168 Drawing Title CATALYST FIRE SPRINKLER PLANS Key Plan Date: Job Number: Designer: Building Permit: November 28, 2017 40109 Anthony Furr Drawing No. FP 2 10 TUKWILA FIRE Oct Brun ng. Inc. 81246 Form 10799 0 W 40.3 ►4 / 0-0 1.9 4 /0-0 ti I 14iIZO' z_ 7-0 ' 3-0F /0-0 10 1:3 0 I` I€J T 3-o F +/ To P 8 oTT 7-0 ;Z6J 0 F 1• O21GI/'JA (._ R�M0TE A REA 14 $ -3 n 8 I4 �I —1=I — o - 3 1-5r 0 'ZJ F ,p/ 11. IzI 14 /0-0 z /Iz I(o-O ►4 7-0 -o O 11. ti — --- &-/c) F 2-3 —4i -3 P ItL Jz4 3-0 Iz /o -0 4x11. GR. MT 114 I 7 - O O• aN 0 I Z I 5-o P Io - O F O N YELL_ovJ 23zI I 0z3a eiL ❑ 7-t ❑ 4-0�T4_o -o—Op Gorr 114 4 To P 8 tat_ 9 ,0 3oz I 23 Z 0 O RACK 4 /0-0 13 /o -0 P Ii Z; /0-0 I] ELC.O SELF - TAPPIAI(, FASTENER 3/S <( -3) ATR-, 13 R. SPLIT PIPE CLAP -IP M 0 4 / 0 -O 14 7-0 lusi 1. 22G 12 / o -o o -0 'F N EAD GUAR -D 1'z` v s w zw' 0 7-6 ©I/ 4 j ' 4 0 �./ 1 4,0 22-8 FF C to 145 I o I �--❑—� —0I4 -(0 4 -o • it" 9 -p ❑ /c..' o —N .y) ^ SNI � � I T 10 5 Io r 2. -a 4.. ELEv. A PP 8 coo S"KENNEDY OS•eY VA. WITA11I'E2 ,e" KEN NEO`( FLANGED Swls46 CHECK. v4 8 (-MISER DETAIL SCALE I/21 = I'- o" 2 < 0 a asic) to k 4 3 - Q w ACCEPTED SCOPE SMITH FIRE SYSTEMS WILL ADD ONE, 165°, Y2", BRONZE, VERTICAL SIDE WALL, IN THE PENDENT POSITION, AT EACH STRUCTURAL STEEL COLUMN WHICH IS CONTAINED IN A RACK FLUE SPACE. DESIGN THE VERTICAL SIDEWALL WILL BE ATTACHED TO THE COLUMN AS PER DETAIL #1. THE HEAD WILL BE 15'-0" OFF OF FINISHED FLOOR. THIS WAREHOUSE WAS ORIGINALLY DESIGNED TO PROVIDE A .39 GPM DENISTY OVER THE MOST REMOTE 5,600 SQ. FT. THE SYSTEM HAS BEEN RECALCULATED AT .39/5,600 WITH ANY COLUMN HEADS THAT FALL IN THE REMOTE AREA, ADDED TO THE CEILING DEMAND. CLARIFICATIONS THE MOST REMOTE 5,600 SQ. FT. OF THIS WAREHOUSE WAS CALCULATED TO DELIVER A .39 GPM DENISTY OVER THE ENTIRE AREA. HYDRAULIC INFORMATION FOR THIS WAREHOUSE WAS OBTAINED FIRE SPRINKLER AS-BUILTS, PROVIDED BY WSRB. SMITH FIRE EMS ASSUMES THESE AS-BUILTS TO BE ACCURATE. WITHOUT COMMENTS. S NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De jt. ^.'.,itions, deletions or revisions to t : ••rings after this date will vol i t; ice and will require a resua -.1 revised drawings. Final acceptance is subject to field - inspection by a representative of this depart: :: nt DATE; II 1 BY:_.". CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut, down or restoration approval. HANGER LEGEND FITTING LEGEND SPRINKLER LEGEND ABBREVIATIONS SYMBOL LEGEND REVISIONS APPROVALS REQUIRED COPIES U HOOK R EXPANSION BOLT P WELDED THR'D OUTLET SYM MANUFACTURER TYPE MODEL HEAD FINISH ESCUTCHEON FINISH ORIFICE SIZE THREAD SIZE TEMP. FIATING QUANTITY COACH SCREW ROD S SN SHAPED NIPPLE • RELIABLE B RoNZ Ill I IDS - 2I T TOP BEAM CLAMP U W 4"x4- ANGLE 1120A/ EYE ROD v W WALL BRACKET CEILING FLANGE X SIDE BEAM BRACKET Y Z ALL THREAD ROD PIPE SPIKE TOTAL THIS SHEET 21 AFF BOB BOD BOJ BOP BOT CTS FO IFOW OFOW NAS UNO ABOVE FINISHED FLOOR BOTTOM OF BEAM BOTTOM OF DECK BOTTOM OF JOIST BOTTOM OF PURLIN BOTTOM OF TRUSS CUT TO SUIT FIELD ORDER INSIDE FACE OF WALL OUTSIDE FACE OF WALL NO AUTO. SPRINKLERS UNLESS NOTED OTHERWISE -0 7 0 CENTERLINE OF PIPE TO REFERENCED STRUCTURE IN INCHES 2 -WAY EARTHQUAKE SWAY BRACE 4 -WAY EARTHQUAKE SWAY BRACE HANGER LOCATION ELEVATION ABOVE REFERENCED POINT IN FEET AND INCHES HYDRAULIC CALCULATION NODE NO. DATE BY REASON FOR REVISION TUKWILL. A P.D. TU RNEIL f ASOC. 3 - GENERAL NOTES 1. ALL MATERIALS TO BE NEW AND UL LISTED AND/OR FACTORY MUTUAL APPROVED. 2. INSTALLATION TO BE IN ACCORDANCE WITH THE LATEST EDITION OF NFPA STANDARDS. 3. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT THOSE SHOWN THUSLY (1-6) WHICH ARE END TO END OF PIPE. 4. OWNER TO PROVIDE ADEQUATE HEAT (40°F MINIMUM) TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. CONTRACT WITH TURNER & ASSOCIATES 18420 24TH PLACE N.E. SEATTLE, WA 98155 r HOWARD TURNER 365-7431 /...F SMITH FIRE SYSTEMS, INC. 1106 a,th Ave. E. Tacoma, WA 98424 as As, CONTR REG. NO. SMITHFS1360T Ph: (206) 926-1880 Fax: (206) 926-2350 PROJECT McCONKEY WAREHOUSE "SAVOLITE, INC." 10848 EAST MARGINAL WAY SOUTH TUKWILA, WA DESIGNER DATE SHEET D.X. HUGHEY 2/7/96 1 OF 1 JOB NO. - S-1469