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HomeMy WebLinkAboutPP - 13328 56TH AVE S - THORNTON RESIDENCE - PERMITS AND PLANS13328 56TH AVE S ASSOCIATED PERMITS D11-177 11-5-250 D11-157 11-5-195 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ,OI, - /S7 /1- S— 2$ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: rhne n /tGsrl't✓,ec... Type of Inspection: /310- F. %+— f✓ -.-J Tar. Address: / 3 3 z8 S% .max. Sm . Suite #: Contact Person: Special Instructions: Phone No.: yz —, z4 F-- 279 proved per applicable codes. riCorrections required prior to approval. COMMENTS: / 3.044. firs T.. _ V /x/445 ••I 5.SI14': Of�C•te, ICsi C11Amp) A_ 26-Seek_•10 7ta.t .-s X ? 3:30 Arhiti, "Sio-t! Jaz z" dos= ., Sy : st-rs vt C .5 i7 t.• ...oak ail c3"sa.._ Pre -Fire: J Permits: Occupancy Type: Needs Shift Inspection: "it/ dg -g Sprinklers:/ 2A. i-�op__ Fire Alarm: / Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: "it/ dg -g Date: 2A. i-�op__ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 `i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D//- /S7 /? 7 //-S- as --0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Projec : 1 li vtru'1'd n/ (Q ri de ivC.G Tyke of Inspection: 'Vire , IQ , S F► o Az_ Address:Contact Suite #: / 33 a$ Sb 14% -a -e- S Person: .i-, ►N,a- L Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Dn - I 5--) )-1-Okire .i-, ►N,a- L 0 IL NI - 177 v - e,_ c.f.i." t-- olc, s p c, N,A-c_ — off Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ‘e--‘ C 02— Date:.? /91//07, Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR THORNTON RESIDENCE TUKWILLA, WASHINGTON FILE NUMBER: NI 1058 DATE: 11/01/11 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.2 gpm FLOW AND PRESSURE (@ BOR): 26.2 gpm @ 19.9 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: NORCOFP015J0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271 ) HRS SYSTEMS, INC. TUCKER, GA 30084 TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 11/7/2011 C:\HASS\DATA\2011 CALCS\N11058.SDF JOB TITLE: THORNTON RESIDENCE WATER SUPPLY ANALYSIS 0 0 0 r� Static: 75.00 a) a) > > E E u » W. a 0 0 a) CP tr U U sa a) O N H N >, 't3 m • 0 • H C W ▪ N m N a E $a a) 0 W aa, N c, CO A O. .--I U) 'C3 U) O 00)) al a u U) r-1 Ol -d m o >, -H M 0 of U) U) rob4• › .o. wt --- 4 t--4 N P4 cn (O ri N r� N 0 0 0 0 0 0 0 0 O 0 O o O O O O CO N W LO V' M N ,--I (.94 CD Ell ao4wu)coDa4w--am-rl - � O O 0 —o rn 0 — o OD o —o a N ( 0 —o 0 — o LC) O —o 0 — o Cr) O — N O a w 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 11/7/2011 C:\HASS\DATA\2011 CALCS\N11058.SDF JOB TITLE: THORNTON RESIDENCE 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) A 75.0 73.0 50.0 74.4 26.2 38.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 10.0 K= 4.90 7.0 13.0 2 10.4 - - - - 7.3 3 10.0 K= 4.90 7.2 13.2 4 9.4 9.9 W 9.4 11.9 B 0.0 34.9 C 0.0 26.4 D 0.0 24.6 E 2.0 19.9 F 2.0 16.4 A 0.0 SOURCE 38.0 26.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 11/7/2011 C:\HASS\DATA\2011 CALCS\N11058.SDF JOB TITLE: THORNTON RESIDENCE NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (F Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (F To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (F Pipe: 1 4.90 13.0 Disch 5.0 9.12 150 2 10.4 7.3 0.0 1.000 5.00 1 10.0 7.0 13.0 1.101 14.12 0.031 Pipe: 2 4.90 13.2 Disch 5.0 2.38 150 2 10.4 7.3 0.0 1.000 5.00 3 10.0 7.2 13.2 1.101 7.38 0.031 Pipe: 3 0.0 0.0 34.5 31.96 150 4 9.4 9.9 13.4 1.000 34.50 2 10.4 7.3 13.4 1.101 66.46 0.032 Pipe: 4 0.0 0.0 30.5 31.68 150 W 9.4 11.9 13.4 2 1.000 30.50 4 9.4 9.9 13.4 1.101 62.18 0.032 Pipe: 5 0.0 0.0 80.5 58.12 150 W 9.4 11.9 12.8 1.000 80.50 2 10.4 7.3 12.8 1.101 138.62 0.030 Pipe: 6 0.0 12.8 2 6.00 120 F 2.0 16.4 13.4 4 1.000 0.00 W 9.4 11.9 26.2 1.049 6.00 0.214 Pipe: 7 0.0 Fixed Pressure Loss Device E 2.0 19.9 26.2 W 3.5 psi, 26.2 gpm F 2.0 16.4 26.2 Pipe: 8 0.0 0.0 D 0.0 24.6 26.2 F E 2.0 19.9 26.2 Pipe: 9 0.0 0.0 C 0.0 26.4 26.2 E D 0.0 24.6 26.2 1.000 4E: 9.5 0.998 1.500 1.610 12.00 150 9.48 21.48 0.181 100.00 150 0.00 100.00 0.018 Pipe: 10 0.0 Fixed Pressure Loss Device B 0.0 34.9 26.2 D 8.5 psi, 26.2 gpm C 0.0 26.4 26.2 Pipe: 11 Source 0.0 10.00 150 A 0.0 38.0 26.2 C 1.000 T: 5.9 7.11 B 0.0 34.9 26.2 0.998 G: 1.2 17.11 0.181 i 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: I" v2 toott) ,A) P --as Fire Alarm: Type of Inspection: H`1 o leD Address:/ 33 ,)-2 Suite #: J s--� S Contact Person: Special Instructions: Phone No.: Q`Approved per applicable codes. Corrections required prior to approval. COMMENTS: li�Dfo o X74 l311S� /<e2 /S-0 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ` Date: / 2 fill( 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 Hydraulic .Overview. Job Number: KH0497 Report Description: Light Hazard Joo Nump.r KH0497 lob Name THORTON Address I 13328 56TH AVE S. TUKWILA, WA 98178 Address 2 Address 3 Deign Engineer JERRY GOIN Priem 425-881-0100 201. Dealt:caton/License Number WESTESF136QF ANJ TUKWILA Job S,terBuilding THORTON FAA 425-881-3030 tet Density 0.050gpm/ft' .Most Demanding sprinkler Deta 4.9 K -Factor 14.03 at 8.200 Coverage Per Sprinkler 256.002 System Pressure Denund 51.139 Total Demand 128.32 @ 51.139 Area or Application 256.00ft2 (Actual 286.44ft2) Nos. Streams 100.00 Harmer Of Sprinklers 0.murmd r 2 syrt.m Fiore Demand 28.32 Pressure Reese r +51.592 (50.2%) ppfie Check Point Gauges Node 1 Flow(gpm) 500.00 THORTON - KH0497-ca. Hose Flow(gpm) 100.00 Static(psi) 110.000 Residual(psi) 20.000 Identifier Pressure(psi) K-Factor(K) Flow(gpm) Supply at Node 1 (500 00, 100.00, 110.000 20 00 150 135 120 i =Static Pressure 110.000 105 90 n O. E 75 _ 60 28 32 @ 51.139 45I 128.32 with hose streams 30 .System demand curve 15 0 girl 5d 00150 200 mullu 111111111 11/111111 11111111 1111111 11 111111111 111111111 111111111 250 300 350 400 450 500 Water flow, gpm ©M.E P CAD. Inc. r;3 AutoSPRINK® VR8 v8.1.11 08/22/2011 12 40 53PM Page 1 Hydraulic Summary Job Number: KH0497 Report Description: Light Ha Sob, ... '... _. Job Numo.,.. KH0497 Das yn :rep nee, I JERRY GOIN , Job Name THORTON Address t 13328 56TH AVE S. TUKWILA, Stab Ce,tfrcabon, tensa Number WESTESF136QF WA 98178 AHJ TUKWILA Address 2 '—Jos Sa3nIding _-_------.. THORTON — Address 3 Drawing Name THORTON - KH0497.cad System mote Area(s)' Most Demanding Sprinkler Dab 4.9 K -Factor 14.03 at 8.200 Occupancy Light Hazard i Jeb Suffix Hose Allow.. At Source 100.00 I Density 1 0.050gpm/ft' Nes of Applrcaben 256.00ft' (Actual 286.44ft') Additonal Hose Supple Node Flow(gpm) Numow Ol Sprinkler. Calculated 2 i Coverage Per Sprinkler • 256.00ft' AUUPeak Results. Pressure For Remote Meals) Adjacent To Most Rm. Area Total Hose Streams 100.00 System Flow Demand 28.32 Maximum Pressure Unbalance In Loops 0.000 T Total Water Required (Including Hose 128.32 Allesence) Maximum Velocity v. MeGround 10.51 between nodes 5 and 20 Maximum velocity Under Ground 9.54 between nodes 1 and 5 _. i_ ___ Volume capacity of Wet Pipes 21.71 gal volume capacity of Dry Pipes Supplies Hose Flow Node I (gPm) Static Residual (psi) (Psi) @ Flow (gpm) Available @ Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 100.00 110.000 20.000 I 500.00 102.730 128.32 51.139 51.592 Contractor .' _.. ,. Contactor .Numbs, KH0497 N.m. of Contactor Western States Fire Protection Address I 14690 NE 95th St A-,•,53 Redmond , wa 98052 - - — - Conlan Nero Jerry Goin 425-881-0100 FAX 425-881-3030 jerry.goin@wsfp.us Weos:a contact err. PM - - - - - - - © M E.P.CAD Inc AutoSPRINK® VR8 v8 1 11 08/22/2011 12:41.00 P M Page 2 Summary Of Outflowing Devices Device Actual Flow (gpm) Minimum Flow (9pm) Sprinkler 115 14.29 E:.> Sprinkler 118 14.03 C:> Most Demanding Sprinkler Data 14.03 14.03 K -Factor Pressure (K) (psi) 4.9 8.506 4.9 8.200 Job Number: KH0497 Report Description: Light Hazard © M.E P CAD. Inc. ! AutoSPRINKO VR8 v8 1 11 08/22/2011 12.41:03 P M Page 3 Node analysis Job Number: KH0497 Report Description: Light Hazard Node Elevation(Foot) Fittings 1 115 118 5 20 77 i -3'-0 S 9'-6 Spr(-8.506) 9'-6 Spr(-8.200) 1'-3 5'-1 Pressure(psi) Discharge(gpm) 10'-0 T(5'-0) 51.139 8.506 8.200 23.126 20.473 8.491 28.32 14.29 14.03 © M.E P.CAD. Inc fa AutoSPRINKO VR8 v8 1.11 08/22/2011 12:41:05 P M Page 4 151 Hydraulic Analysis Job Number: KH0497 Report Description: Light Hazard Pipe Type Diameter Flow Velocity HWC Friction Loss Length . Pressure i Eq. Length Summary Total Length Downstream Elevation Discharge Upstream K -Factor _ Pt Pn Fittings tea► Route 1 DR 1.1010 14.03 4.73 4.9 150 0.035319__ ! 9'-4 Pf 5'-0 Pe 14'-4 Pv 0.507 -0.217 118 9'-6 14.03 77 10'-0 8.200 8.491 Sprinkler, E(5'-0) CM _ 1.1010 28.32 9.54 150 0.129513 39'-2 Pf 37'-0 Pe 76'-2 Pv 9.860 2.122 77 10'-0 20 5'-1 8.491 20.473 C(5'-0), 4E(5'-0), T(5'-0), E(7'-0) CM 1.0490 28.32 10.51 120 0.247700 3'-11 Pf Pe 3'-11Pv 0.965 1.688 20 5'-1 5 1'-3 20.473 23.126 I UG _ 1.1010 28.32 9.54 150 0.12951356'-3 Pf 7'-0 Pe 63'-3, Pv 26.187 1.826 5 1-3 1 -3'-0 23.126 51.139 Supply, E(7'-0), BFP(-5.000), WMV(-13.000), S 100.00 Hose Allowance At Source I 1 128.32 fio Route 2 DR 1.1010 14.29 4.82 150 0.036538 0'-6 Pf 5'-0 Pe 5'-6 Pv 0.201 -0.217 115 9'-6 14.29 77 10'-0 4.9 8.506 8.491 Sprinkler, T(5'-0) Equtvvter Ptp* LengtF�s,rrf Valves and Fittings (C=T2U only) C Value Multiplier Actual Inside Diameter 4 87 = Factor i Value Of C 100 130 Multiplying Factor 0.713 1.16 140 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) © M E P CAD, Inc. AutoSPRINK® VR8 v8.1 11 08/22/2011 12:41.08 P M Page 5 Hydraulic Analysis Pipe Type Downstream Upstream Diameter Elevation Job Number: KH0497 Report Description: Light Hazard Flow Velocity HWC Discharge K -Factor Pt Friction Loss n Fittings Pie Type Legend Units Legend =. Length :Pressure Eq. Length ' Summary Total Length s Legend AO Arm -Over BL Branch Line CM Cross Main DNI Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Elevation Flow Discharge Velocity Pressure Length Friction Loss HWC Pt Pn Pf Pe Pv Inch Foot gpm gpm fps psi Foot psi/Foot Hazen -Williams Constant Total pressure at a point in a pipe Normal pressure at a point in a pipe Pressure loss due to friction between points Pressure due to elevation difference between indicated points Velocity pressure at a point in a pipe ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Turn 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Eel 11W Elbow Ee2 22W Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Turn Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PRV Pressure Reducing Valve PrV Pressure Relief Valve red Reducer/Adapter S Supply sCV Swing Check Valve Spr Sprinkler St Strainer T Tee Flow Turn 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap t✓ © M E P.CAD, Inc AutoSPRINK© VR8 v8 1 11 08/22/2011 12:41.08 P M Page 6 Hydraulic Graph 150 135 120 105 90 Supply at Node 1 Job Number: KH0497 Report Description: Light Hazard Static Pressure 110.000 60 45 28.32 @ 51.139 • 128.32 with hose streams 30 — System demand curve 15 _ELL 050 100 0 111111111 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 1111111 111111111 1 1 1 1 1 1 1 1 1 150 200 250 300 350 Water flow, gpm 400 450 500 Hymaurrc Greet, Supply at Node 1 Stet, Pressure 110.000 Rase:tun! Pressure --— — — 20.000 @ 500.00 Aveneete Preessy a at irme at Test --- 102.730 © 128.32 System Semen] - 51.139 @ 28.32 sra.m oemeee (incl., Hose Allowance ai saut_el 51.139 © 128.32 �M © M.E P.CAD. Inc. 4, AutoSPRINK® VR8 v8.1 11 08/22/2011 12:41.10 P M Page 7 Flaw Diagram (Current Viev Job Number: KH0497 Report Description: Light Hazard t= Q1� th Up • th v • LM © M.E.P.CAD. Inc AutoSPRINK® VR8 v8 1 11 08/22/2011 12.41:13 P M Page 8 Hanger Detail AFCON 511 HANGER AFCON 514 HANGER ;A" 2 S/rs' O4. AO.7mm CGP cup cum, Sprinkler Detail COWER AOJJ'TM.NT 2 9/d" la 7m,) Udo. NG4f IN GE i iNG r1/2" nrauccx 1 1/4" S1.5ermJ MAX. FAC OF sR7iNC TO 'ACE OF c /wG ? Di 5IGN 1, r 3 5/16" n:R, 1.35FCo4D — 1a4.Imm) F1 _RES _30_42.> 56_&76 CCP PEND. Listed Restraint 3/4" thru 2" AFCON 515 HANGER Insulation Tenting Standards Vicinity Map NODE TAG PRESSURE GAUGE FLOW SWITCH 1" CPVC TO SYSTEM 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN 1" DRAIN TO EXTERIOR 1" AMES MODEL 2000E DOUBLE CHECK BACKFLOW ASSEMBLY ^#‘9 Phi 1" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1" UNDERGROUND SUPPLY (DONE BY OTHERS) INSERTION POINT FOR DOMESTIC FLOW Riser Devil Scale : NTS 0 Without Comments As Noted d in Red Foe Per The Attached Letter "`-ase plans have been reviewed by The Tukwila Fire • Mention Bureau for conformance with current City naards. Acceptance is subject to errors and iissions which do not authorize violations of adopted ndards and •6rdin ices. The responsibility for the :aquacy of design I r - ty tote lw with the €signer. ditions, deletions or revision:; to these drawings after ;4 is date will void till:: z-xccptai lce and wi+i require quire a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: U ) 9- ( By: S ( TUKWILA FIRE DEPARTMENT Please cell 206-575-4407 and give this Fire permit No,, and exact eddies for down or restoration approval. �%1ti}�ritic4,1-io- Cow.)Li,i'L NFQA- 13 0, ).olb v44f-r,J SJr' l 401h)(0►4'k -ko k per etfiedhJ r-h)wil Vatvc aa— �e✓r I0 ., WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. c n^n,<" *pr trpatnlpnt anti filtration are installed, one Isjdv0 r9 iE' t/✓ k-idt 1" SPRINKLER RISER LOCATION SEE DETAIL Domestic Water Line Done By Others /," Water Meter (-13.0 PSI) Fire Sprinkler Water Line Done By Others 1" Double Check Backflow Installed By Others (-5.0 PSI) 1 Existing City Main Site Plan Scale : NTS 6" ALARM BELL 120 VAC -(WIRED BY OTHERS) N/ '. ...SAN GABLE Yf0/111 GPV7 % R1:4I 11Y140 rrYµ 11 -11 111 11 1 u 1:.T11 111.11.] ULLUIL,1' ..1 It 1. All material used on this project shall be UL Listed and/or FM Approved. All material shall be installed in accordance with NEPA, State, local codes & manufactures specifications. For a description of all material used on this project, see the Product Descriptive Data submitted seperately. 2. All portions of the sprinkler system shall be able to drain in accordance with NFPA. 3. All hanger assemblies shall be installed in accordance with NFPA & Manufactures specifications. AH hanger assemblies shall be spaced in accordance with NFPA & manufactures specifications. Seismic bracing shall be provided in accordance with NFPA, State and local codes. 4. All electrical wiring & connections shall be performed by others in it's entirety. 5. All painting of sprinkler system piping & components shall be by others in it's entirety. 6. All sprinkler piping sizes shall be derived from Hydraulic Calculations. Hydraulic Calculations shall be performed in accordance with NFPA and as modified by state & local codes. For specific design criteria, see notes under Design Criteria. 7. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 8. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 9. The owner is responsible for all monitoring of the sprinkler system in accordance with state & local codes. 10. Upon successful completion of this project, all pippi�al and components shall be Hydrostatically tested to 200 PSI for 2 hours, inaccordance with NFPA. WSFP shall pre-test the system prior to City of Tukwila Fire department inspection. 11. Upon successful completion of this project a hydraulic placard shall be_posted on the riser. Upon successful completion of this project all control valves shall be left in the open position. 13. Upon successful completion of this project a stock of spare sprinklers shall be provided per NFPA. 14. All sprinkler piping and fittings shall be CPVC piping and fittings unless otherwise noted. All piping and fittings shall be installed in accordance with NFPA & manufactures specifications. 15. All underground piping shall be installed and tested by others. 16. Sprinklers are not to be centered in the ceiling tile or among the ceiling fixtures. Sprinklers may be shown centered within the ceiling tile or among the ceiling fixtures, but WSFP will position sprinklers into the ceiling or among The ceiling fixtures at the-Iocation the pipe is roughed into. General Notes Residential Areas: The residential areas shall be protected by a plastic pipe wet sprinkler system, designed in accordance with NFPA 13D. Viking model VK456 residential concealed pendant sprinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 16'-0" on center and a maximum of 8'-O" off of walls and shall have a maximum coverage of 256 SQFT in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations sharbe based on the Residential Method. The minimum sprinkler flows (desiged to a Design Density of .05) shall be used for the hydraulic calculations. Central Station Monitoring: Central Station Monitoring of the water flow indicators, tamper switches & supervisory switches (if required) shall be provided by others (the Fire Alarm Contractor). EAST ELEVATION _.0 1/4" •• 1'40" WEST ELEVATION 1 f4' 1'-0' Section View Scale : 1/8" = 11-0" Hydraulic Information Max. Slope of a,12 (33.7°) Pitch Max. Shape of 4M12 (1134°) Pilch Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Min. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Min. Flow Per Sprinkler Head Spm (Lpm) Prectsure psi (bar) 12 x 12 (3,6 x 3,6) 14 (53) 8.2 (0,57) 13 (49) 7.0;0,48) 14 x 14 (4,3 x 4,3) 14 (53) 8.2 (0,57) 13 (49) 7.0 (0,48) 16 x 16 (4,9 x 4,9) 14 (53) 8.2 (0,57) 14 (53) 8.2 (0,56) 18 x 18 (5,5 x 5,5) 23 (87) 22 (1,52) 20 (75,7) 17 (1,17) 20 x 20 (6,1 x 6,1) 23 (87) 22 (1,52) 21 (75,7) 17 (1,17) 8.6.3 Sprinklers shall not be required in clothes closets, linen closet, and pantries that meet all of the following conditions: 1. The area of the space does not exceed 24 sq.ft 2. The least dimension does not exceed 3 ft. 3. The walls and ceilings are surfaced with noncombustible or limited -combustible materials as defined in NFPA 220, Standard on Types of Building Construction. 8.6.4 Sprinklers shall not be required in garages, open attached porches, carports, and similar structures. 8.6.5 Sprinklers shall not be required in attics, crawl spaces, and other concealed spaces that are not used or intended for living purposes or storage. 8.6.6 Sprinklers shall not be required in covered unheated projections of the building at entrances/exits as long as there is another means of egress from the dwelling unit. •. NODE TAG PRESSURE GAUGE FLOW SWITCH 1" CPVC TO SYSTEM 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN 1" DRAIN TO EXTERIOR 1" AMES MODEL 2000E DOUBLE CHECK BACKFLOW ASSEMBLY ^#‘9 Phi 1" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1" UNDERGROUND SUPPLY (DONE BY OTHERS) INSERTION POINT FOR DOMESTIC FLOW Riser Devil Scale : NTS 0 Without Comments As Noted d in Red Foe Per The Attached Letter "`-ase plans have been reviewed by The Tukwila Fire • Mention Bureau for conformance with current City naards. Acceptance is subject to errors and iissions which do not authorize violations of adopted ndards and •6rdin ices. The responsibility for the :aquacy of design I r - ty tote lw with the €signer. ditions, deletions or revision:; to these drawings after ;4 is date will void till:: z-xccptai lce and wi+i require quire a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: U ) 9- ( By: S ( TUKWILA FIRE DEPARTMENT Please cell 206-575-4407 and give this Fire permit No,, and exact eddies for down or restoration approval. �%1ti}�ritic4,1-io- Cow.)Li,i'L NFQA- 13 0, ).olb v44f-r,J SJr' l 401h)(0►4'k -ko k per etfiedhJ r-h)wil Vatvc aa— �e✓r I0 ., WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. c n^n,<" *pr trpatnlpnt anti filtration are installed, one Isjdv0 r9 iE' t/✓ k-idt 1" SPRINKLER RISER LOCATION SEE DETAIL Domestic Water Line Done By Others /," Water Meter (-13.0 PSI) Fire Sprinkler Water Line Done By Others 1" Double Check Backflow Installed By Others (-5.0 PSI) 1 Existing City Main Site Plan Scale : NTS 6" ALARM BELL 120 VAC -(WIRED BY OTHERS) N/ '. ...SAN GABLE Yf0/111 GPV7 % R1:4I 11Y140 rrYµ 11 -11 111 11 1 u 1:.T11 111.11.] ULLUIL,1' ..1 It 1. All material used on this project shall be UL Listed and/or FM Approved. All material shall be installed in accordance with NEPA, State, local codes & manufactures specifications. For a description of all material used on this project, see the Product Descriptive Data submitted seperately. 2. All portions of the sprinkler system shall be able to drain in accordance with NFPA. 3. All hanger assemblies shall be installed in accordance with NFPA & Manufactures specifications. AH hanger assemblies shall be spaced in accordance with NFPA & manufactures specifications. Seismic bracing shall be provided in accordance with NFPA, State and local codes. 4. All electrical wiring & connections shall be performed by others in it's entirety. 5. All painting of sprinkler system piping & components shall be by others in it's entirety. 6. All sprinkler piping sizes shall be derived from Hydraulic Calculations. Hydraulic Calculations shall be performed in accordance with NFPA and as modified by state & local codes. For specific design criteria, see notes under Design Criteria. 7. The owner is responsible for all appropriate maintenance of sprinkler system in accordance with NFPA, as well as state & local codes. 8. The owner is responsible for the freeze protection of all sprinkler system piping and components that are not designed for freezing conditions. 9. The owner is responsible for all monitoring of the sprinkler system in accordance with state & local codes. 10. Upon successful completion of this project, all pippi�al and components shall be Hydrostatically tested to 200 PSI for 2 hours, inaccordance with NFPA. WSFP shall pre-test the system prior to City of Tukwila Fire department inspection. 11. Upon successful completion of this project a hydraulic placard shall be_posted on the riser. Upon successful completion of this project all control valves shall be left in the open position. 13. Upon successful completion of this project a stock of spare sprinklers shall be provided per NFPA. 14. All sprinkler piping and fittings shall be CPVC piping and fittings unless otherwise noted. All piping and fittings shall be installed in accordance with NFPA & manufactures specifications. 15. All underground piping shall be installed and tested by others. 16. Sprinklers are not to be centered in the ceiling tile or among the ceiling fixtures. Sprinklers may be shown centered within the ceiling tile or among the ceiling fixtures, but WSFP will position sprinklers into the ceiling or among The ceiling fixtures at the-Iocation the pipe is roughed into. General Notes Residential Areas: The residential areas shall be protected by a plastic pipe wet sprinkler system, designed in accordance with NFPA 13D. Viking model VK456 residential concealed pendant sprinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 16'-0" on center and a maximum of 8'-O" off of walls and shall have a maximum coverage of 256 SQFT in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations sharbe based on the Residential Method. The minimum sprinkler flows (desiged to a Design Density of .05) shall be used for the hydraulic calculations. Central Station Monitoring: Central Station Monitoring of the water flow indicators, tamper switches & supervisory switches (if required) shall be provided by others (the Fire Alarm Contractor). EAST ELEVATION _.0 1/4" •• 1'40" WEST ELEVATION 1 f4' 1'-0' Section View Scale : 1/8" = 11-0" Hydraulic Information OCCUPANCY CLASSIFICATION Light Hazard DENSITY• 1).050gpm'1i' for 256.00tt2 (Actual 286.44W) TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 128.32 TOTAL PRESSURE REQUIRED 51.139 BASE of RISER - GPM 128.32 BASE of RISER - PSI 51.139 SAFETY MARGIN - PSI +51.592 (50.2%) 6" ALARM E.,C,LL 120 VAC (WIRED BY OTHERS) 1" RISER LOCATION SEE RISER DETAIL BEDROOM#2 CARPET I 4.1.3 LGYBRfp PoRLR r�.a• r 1" DOUBLE CHECK BACKFLOW LOCATED AT THE STREET BEHIND. THE METER PER TUKWILA H2O REQUIREMENTS B.G•EYERGMS, N86NnNER LOW° SITTING ROOM mum Nfi41,5 BEOROl.1S3 \ snc:l CARP i t,? -® MASTER BEORM. #1 CARPET rd".051ep r ' f• 2 :.00 Co ra •• s. HY.• c- cs li i - ' EXTERIOR DECK ~` CEDAR DECK SURFACE Main Floor Scale : 1/8" = 1'-o" ERCEOE DE. PAID AUG 23 2011 TUKWILA FIRE 1 1 LE Sprinkler Legend U to w - w w cc 0) u. lrl C 0) J) 1- 0 6 0 al CO 3I a 0) in W 0. U OA) Q APPROVAL 03 O 0* t- SPRK, ON SHEET: AUGUST 2011 ti REVISIONS: MAO PROJECT: 00 . 6 O.a) 4, IX itC w 0Igo, .114.4 QC z 04 At CD LL i-. Tana: FIRE SPRINKLER PLAN SHEET NO: FP -1 y7 3,e( -2( 6" ELECTRIC BELL WIRING AND CONDUIT BY OTHERS 53'-0" FIRE SPRINKLER RISER LOCATION 12'-0" 28'-0" EDICT On 13'-0" MAIN FLOOR SPRINKLER PIPING Ori a 1!s'-1 W 1 111410 AREA - 16020 50. FT. 6 STEEL PIPE Ilk B LAZEMASTEFP C PVC FEMALE ADAPTER AND TOMBYOTHERS 6.5.3 A warning sign, with minimum 1/4 in. letters, shall be affixed adjacent to the main shutoff valve and shall state the following; WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. DRAIN NORCO FIRE PROTECTION POiNT OF CONNECTION RISER DETAIL c Without Comments As, Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Pre"ention bureau for conformance with current City randards. Acceptance is subject to errors and omissions which do not authorize violations of adopted .;dards and ordinances. file responsibility for the /.S.F.C. INFORMATION,die ua of design rests total( with the designer. 0 COM AREA - 16020 SI -FT ' y 9 -tdditions, deletions or revisions to these drawings after this date will void this : cceptance and will require a resubmittal of revised drawings for subsequent approval. 1.1.1.16 i I1 I I I1 I I I =irS"i�i.t ,u.i: rig," 1ROS124'. t7:"1:a ',. I I I BEDROOM #2 KITCHEN GREAT ROOM waive mitatrium Anti fox, iii►lialit poi+i1 UIUIi+i+ilt"l+iri111Ui'dfi!i►i`i4i+iLti►1!i li!ilfrl►i41+ d1i4 tit/I IR+i4 iti►►"1►I►il,►i+iii toe imp ..►(► il`llry+ii nit .+i+i1i"Ui+i+:Ail(+i !Pill"1!i!itNt0101111 U. ALLOWANCE FOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EQUIVALENT rcrr OF PIPE) FITTING PIPE DIAMETER 3/4" 1" 1N" 1h" 2" 21/2" 3" TEE B RANC I I 3 5 6 8 10 12 15 TEE RLN 1 1 1 1 1 2 2 ELBOW 90' 7 7 8 9 11 12 13 ELBOW 45' 1 1 2 2 2 3 4 COLPLING 1 1 1 1 1 2 2 W, N S 8' 10' 12' 14' 16' 18' NOTES SECTION A SEE GENERAL'NOTES FLOOR SEC LRC AGAINST LPWARD MOVEMENT ASTM F44.2 C PVC BRANCI ILINE FLOOR JOISTS FIRE SPRINKLER *Nsr INTERNATIONAL APP.ROVED FOR LSE WITII POTABLE WATER REVISIONS Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. • Date: - -1 � By: kAr\.S� ( v✓ u -ie 5,1910)-f -}o Ij � Ozer -1 � a c ke Fd, 12 woYK S a -G >> I�yd�°5I-Gta-;S¥-cs\ (CCViiYck F I1,14 (b t,cikei) -te,'t- r< c,,T..crA . TUKWILA FIRE DEPARTMENT Please cal! 206-575.4407 and give this Fire Pennit No. 11-S-�-So and exact address for shut- down or restoration approval. SECURE AGAINST LPWARD MOVEMENT ASTM r442 C PVC B RAN C I I LrN E FLOOR/ C FILING FLOOR JOISTS FIRE SPRINKLER *NSF INTERNATIONAL APPROVED FOR LSE WITII POTABLE WATER SPRINKLER SYMBOLS TABLE 1 MAXIM, M S..000RT PACING )ISTANCr rN) INF S°RINK r4 -CAD )R0° r 90W DID" sac inches SYSTrM °RCSS..RC < 100 pai > 100 pai 3/4" 9" 6" 1" 12" 9" 134" 16" 12" 134"-3" 24" 12" TABLE 2 MAXIM..M S..00ORT PACING )ISTANCr IN INC S°RINK CR -CA') 'TROD Tc' DIDc SIZc inches SYSTrM °RrSS,.Rr < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 134" 6' 5' 134"-3" 7' 7' CLRE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..M) TCST °RCSS,.Rc DIDc SIZc inches Ambien, Tempera,ire tiring C ire °eriod 60'r .o 120'r 40'r ,o 59'r 0'C .0 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 134" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No.e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No,e 1 ror ,hese sizes, ,he solver, cemen, can be applied a, ,empera.ires below 32'r, however, ,he sprinkler sys,em ,empera, ire m is, be raised .o a ,empera,ire o' 32'r or above and allowed ,o cire per ,he above recommenda,ions prior ,o press re ,es,ing. C Srr TAR r 9 r OW r0R N..M9 rR Or-ANGr4S R'Q,.IRC) ASTM x442 C PVC 9RANC- INC' MINIMUM ALLOWABLE I IANGERS °CR rNGT- Or DIDc DIDc SIZc inches °ipe eng.h 1 -anger 2 -angers 3 -angers 3/4" 0'-O" TO 5'-6" 5'-7" TO 11'-O" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-O" 6'-1" TO 12'-O" 12'-1" TO 18'-0" 134" 0'-O" TO 6'-6" 6'-7" TO 13'-O" 13'-1" TO 19'-6" 134" 0'-O" TO 7'-0" 7'-1" TO 14'-O" 14'-1" TO 21'-0" ' 2" 0'-O" TO 8'-O" 8'-1" TO 16'-0" 16'-1" TO 24'-0" 234" 0'-0" TO 9'-O" 9'-1" TO 18'-O" 18'-1" TO 27'-O" " 3" 0'-0" TO 10'-O" 10'-1" TO 20'-0" 20'-1" TO 30'-O" 'NSC INTrRNATIONA A°DROVr) COR ..Sr WIT- °0TA9 r WATrR BLAZEMASTER® PIPE DIMENSIONS S')R 13.5 (ASTM 0442) INC -CS (MI IMrTCRS) NOMINA SIZc AVrRAGC 0') AVCRAGC 1) °O..N')S/R. 3/4" (20.0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 134" (32.0) 1.660 (42.2) 1.394 (35.4) .418 114" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 234" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 DID" -ANGcR (C OSr TO TCC) N ASTM 0442 C°VC 9RANC- INC* CCI INC CIRC S°RINK CR * NSC INTCRNATIONA A°DROVCO W00') „01STS COR .,Sr WIT- °OTA9 r WATCR FIRE SPRINKLER C PVC DROP C FILING FIRE SPRINKLER PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'r) (ONE END RESTRAINED) DDC sir" inches LENGTH or RLN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.4" 195.9" 282.1" 383.9" - - - 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 156.4" 225.2" 306.6" 400.4" 20.0 - 114" 1 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 123.9" 178.4" 242.8" 317.2" 401.4" 4.6" 134" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 108.2" 155.9" 212.2" 277.1" 350.7" 433.0" 2" 0.6" 3.5" 6.8" 13.9" 20.0" 31.2" 40.0" 55.4" 86.6" 124.7" 169.7" 221.7" 280.6"- 346.4" 234" 0.5" 2.9" 5.6" 11.4" 16.5" 25.8" 33.1" 45.8" 71.5" 103.0" 140.2" 183.1" 231.8" 286.2" 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" 58.8" 84.6" 115.2" 150.4" 190.4" 235.1" SYMBOLS O SYSTEMS RISER o RISE UP o DROP DN 1-7 2 WAY EARTHQUAKE BRACE + 4 WAY EARTHQUAKE BRACE ® GROOVED COUPLING \#01 HANGER TYPE AND LOCATI• O UPRIGHT HEAD O® PENDENT HEAD D SIDE WALL HEAD LEGEND OA UPRIGHT OVER PENDENT 25 PIPE SIZING 1 HYDRAULIC CALC NODE REVISION NUMBER :] BRANCH UNE NUMBER L� WELD TAG NUMBER DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 15 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 Defaul 15 TOTAL HEADS ON THIS PROJECT 2 d = 0.329 ORCO Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 GENERAL NOTES ado 1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout Job. 4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set. 5. All underground piping to conform to local Water Department requirements. This Is fort!!! line only 6. Water Information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed should be to be steel, cpvc Is exceptable. Risers that rise up in wall to have typical access panel, nel to be per contract. 9. provision llelectricale wrriIlg a All and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by other, If required. 11. All drilling and notching to be per manufacturers :specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise oted. 13. Items to be veffled at flim- a of Inspection: ',, aPressure at base of riser b Sprinkler head location and sparing. c Heads located from heat zones d Exposed piping should be steel e Sprinkler heads in unconditioned areas to be 1'75° degrees 14. Alarm bells to be located per Fire Deparenent "`requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinklers may be omitted from closets less than 3'0" In depth or not over 24 sq. ft. CLRE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..M) TCSTT DROSS„ Rc DIDc SIZc inches Ambien. Tempera, are ')rring C ire °eriod 60'r ,o 120'r 40'r ,0 59'r 0'C .0 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 134" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No,e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No,e 1 No.e 1 ror ,hese sizes, .he solven, cemen, can be applied a. .empera.ires below 32'r, however, ,he sprinkler sys.em .empera. ire mis, be raised ,o a .empera. ire o' 32'r or above and allowed .o c ire per .he above recommenda.tons prior .o pressire .es.ing. PERMISSIBLE B ENDING DEFLECTIONS SDR 13.5 (73'r) (ONE END RESTRAINED) PIPE SIZE inches LENGTH OF RLN (1) IN FEET 2' 5' 7' 10' 12' 15' 70.5" TJ.:3 44.6` 17' 90.6" 20' 125.4" 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 1" 1.0" 6.3" 12.3" 25.0" 36.C'T 72.3" 57.---7a-5-- 100.1" '79..-"11" 1 %" 0.8" 5.0" 9.7" 19.8" 28.:, . 11/2" 0.7" 4.3" 8.5" 17.3" 24.9 39.0" 50.1" 69.3" 2" 0.6" 3.5" 6.8" 13.9" 20.0 3 l .a" 40.0" 55.4" 21" 0.5" 2.9" 5.6" 11.4" 16.625.8" 33.1" 45.8" 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" 2 d = 0.329p L feat AFCON 511 C.P.V.C. PIPE HANGER SIDE MOUNT MATERIAL' CARRON Bites. APPROVALai 07. AND COL L191= SIN6826:111I4CALVANIZICD,G1411GOV110101211ENT 14260. 0.PV.0 � A D Co MAIL .`; OM 3/4" 3116" 1W16 13116 6313 - 11r 111/16 13/16 6 11/4" 4370 2131 11116 6113 11/3" 4786" 17/33 13/16 7 2" 47A" 27/16 11116 5 O < O < > 0 > 0 SHB1 HEADSET HANGER B LAZEMASTERe PIPE S')4 13.5 (ASTM 0442) -ANGOR PACING NOMINA SIZc MAX PACING inches (mm) 'ee. (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 6.5' (2.0) 134" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 234" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) OWNER INFORMATION NAME THE THORNTON ADDRESS ADDRESS 13328 58TH AVE 5 PHONE TUKWILLA, WA 178 PHONE 425-768.2500 DATE FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 75 RESIDUAL 20 GPM 4856 BACKFLOW 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. FT. 1,602 SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 2172000205 56thAve S, Seattle WA 1 56th Ave 5 Seattle, WA 98178 =f1 irrrrno e *1155, -ait i n1 :caroirr. 3 ILeo bi S Avon-Stt,C = 157 78 jLi{ m.3, lys, ll dl °c\� r IJ f lir- (• I 1 moi© r 4y k - r ❑fir`. Afitbe e � i f i& 4Skyway l' "4,P, *r, hu h7TTd rezeNei VICINITY MAP NO SCALE THORNTON RESIDENCE 13328 56th Ave S Tukwilla, WA 98178 CONTRACTOR: NORCO FIRE PROTETION, INC. PAID P•i•• 7 1L4/7,527 j17 i, Irl! it yJ .i= 10.` it s PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N11058 APPROVAL TUKWILLA FIRE DRAWN BY ED COGAR SCALE 1/8" = 1'-0" DATE 11/1/2011 REVISED FP 1 of 1 PLOTTED 325- J'4W