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PP - 4633 S 160TH ST - UNKNOWN - PERMITS AND PLANS
4633 S 160TH ST ASSOCIATED PERMITS 77-5-239 D11-264 INSPECTION NUMBER INSPECTION RECORD Retain a copy with per L/1- uy //— 3 -- ZS'? PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: ,tr e„,-��,e., rte: /d- Type of Inspection: F„z- f,.a ) Address: L14 3 3 5 Suite #: -7-....44_,d.:2,4 /G6 ' sT 2.P/fir-- Contact Person: Special Instructions: Monitor: Phone No.: [pproved per applicable codes. Corrections required prior to approval. COMMENTS: /� / / / 6l 21,7044s Sf -.K (L !'F iSc. _ 1:: D 402e2'n rS ✓3..,41 — 0 Sigr.'d.1G1 e•t dIT-1•01 A.ifrC-L Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Needs Shift Inspection: ci1$3 Sprinklers:/ Hrs.: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ci1$3 Date: /`iz7/iz 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: Word/Inspection Record Form.Doc 6/11/10 Zip: T.F.D. Form F.P. 113 INSPECTION RECORD Retain a copy with p 5) !! -S- 139 INSPECTION NUMBER PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: Type of Inspection: /30 F.�� M.., 7iJ'1 Address: van .5 /6o4 -y -,27 Suite #: TkiZw•"14 IvA. ? E/ He Contact Person: yam, <.e____ Special Instructions: Phone No.: J as-3-Fifs- of ci-4. Approved per applicable codes. Corrections required prior to approval. COMMENTS: 33i ys 3 Sprinklers:/ CO3o Sc,4 F 4.r -E-- Eft -.4,44... 03 „e____ 717, 6 .rc puA,,,►�_o•L'- ac, O2 /1e --FN ice- ra--sC .4c�'r'v 0 PM -A.5 o✓L s'v,14-4-_ if K Monitor: U4.01-12r- mut 5-, -td--1- 14- Permits: Occupancy Type: Needs Shift Inspection: 33i ys 3 Sprinklers:/ Hrs.: Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 33i ys 3 Date: jJj z/z.iz. Hrs.: / $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from e City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 O INSPECTION NUMBER INSPECTION RECORD Retain a copy with p 't Dli — /f- S - 239 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: -Ti7s. ..,/, i - f, i cT Type of Inspection: SBr,..rck•� H-2rdio /r ' Address: VC 33 Suite #: T. too 5T. Contact Person: m.%icr- Special Instructions: Gvveet. Dal -ta Go.-, Phone No.: eZ 3 yJ' t 1 c4 6 Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 5;q47 7'•)ne to:dam .Ps -a' r4d7,enc 12:e4 psz Occupancy Type: Gvveet. Dal -ta Go.-, A*'Y -t 6..,.r -v-.-.- 3Te-s 1 "2,--Y t.<4;Cr'C{. `'"--f- 1'2- r..elet 1 /41.4. -ii... .04;yieot, / Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: fj,7j3 Date: ��l78/�1 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 6/11/10 T.F.D. Form F.P. 113 DATE: 9/22/2011 C:\program files\HRS Systems\hhouse32\tUKWILA HOUSE.rdfPage 1 EVERGREEN FIRE PROTECTION, INC. 10509 64th AVENUE E PUYALLUP,WA 98373 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR TUKWILA HOUSE TUKWILA 4633 S. 160th St. Date: 9/22/2011 File No: Data File Name: tUKWILA HOUSE.rdf SPRINKLER SPACING 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Conc.(16x16) K=4.30 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.26 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm -Over: K=4.25 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC S-40 HWC: 150 WATER SUPPLY Source: Tank Test Date: By: Static: 0.1 psi Resid: 0.0 psi Flow: 0.0 gpm Public Main Size: 0 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.3 1 13.0 0.1 22.1 2 13.0 9.3 1 26.0 REVIEWING AUTHORITY City of Tukwila 0.1 31.7 'DATE: 9/22/2011 C:\program files\HRS Systems\hhouse32\tUKWILA HOUSE.rdfPage 3 The maximum velocity of water flow occurs in pipe 4 at 4.38 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 6 at 8.78 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC S-40 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVly X Y Z 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.2 computer program (License No. R609099990) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.06 gpm with one sprinkler flowing, and 0.016 gpm at each node and maximum imbalance of 0.13 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 DATE: 9/22/2011 C:\program files\HRS Systems\hhouse32\tUKWILA HOUSE.rdfPage 2 PIPE & NODE DATA P # END LEN FIT. HWC NOD DIA EQV.LN RESULTS OF ANALYSIS FIXD LOSS EL SP PUMP (FT) (K) * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing * * *DISCH FLOW PF PT *DISCH FLOW PF PT * (GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) * * 1 1 8.00 B ---- 20.0 4.26 13.0 -13.0 0.40 9.3 13.0 -13.0 0.40 9.3 150 3 1.101 5.0 ---- 20.0 ---- ---- -0.03 0.00 9.7 ---- -0.03 0.00 9.7 2 2 6.00 B ---- 20.0 4.26 ---- 0.0 0.00 9.7 13.0 -13.0 0.34 9.4 150 3 1.101 5.0 ---- 20.0 ---- ---- 0.00 0.00 9.7 ---- -0.03 0.00 9.7 3 3 30.00 2BR ---- 20.0 ---- ---- -13.0 1.26 9.7 ---- -26.0 4.54 9.7 150 4 1.101 11.0 ---- 20.0 ---- ---- -0.03 0.00 11.0 ---- -0.11 0.00 14.3 4 4 10.00 B ---- 20.0 ---- ---- -13.0 0.46 11.0 ---- -26.0 1.66 14.3 150 5 1.101 5.0 ---- 10.0 ---- ---- -0.03 4.33 15.8 ---- -0.11 4.33 20.3 5 5 22.00 L2B2R ---- 10.0 ---- ---- -13.0 1.20 15.8 ---- -26.0 4.32 20.3 150 6 1.101 17.0 ---- 10.0 ---- ---- -0.03 0.00 17.0 ---- -0.11 0.00 24.6 6 6 10.00 L3R ---- 10.0 ---- ---- -13.0 0.55 17.0 ---- -26.0 2.00 24.6 150 7 1.101 8.0 ---- 0.0 ---- ---- -0.03 4.33 21.9 ---- -0.11 4.33 30.9 7 7 4.00 4LS ---- 0.0 ---- ---- -13.0 0.23 21.9 ---- -26.1 0.83 30.9 150 8 1.598 42.0 ---- 0.0 SRCE ---- -0.01 0.00 22.1 ---- -0.02 0.00 31.7 Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K -Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node Node Notes Pipe Notes LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatV1v, X= X,