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HomeMy WebLinkAboutPP - 5303 S 144TH ST - UNKNOWN - PERMITS AND PLANS5303 S 144TH ST ASSOCIATED PERMITS 15-S-144 D15-0163 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /5 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ;Ai Lukes Type of Inspection: se //i1, Address: S- 30 Suite #: S / ii//-.-- Contact Person: Special Instructions: Occupancy Type: Phone No.: roved per applicable codes. Corrections required prior to approval. COMMENTS: .5P C,_7(,u- — o t� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ik-. c.tZ Date: V(514 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F„D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)(5.-- ‘73 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:, ravl GOUs Sprinklers: ` Type of Inspection: L Address: -��, Suite #: 5d S S. l �q' Contact Person: Special Instructions: Seer,/ ..i G -j '3 67 Prn /-t-1-t-V 7-G Gi "Iz m-1 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: ` Fire Alarm: t5tface-r. t(o7 Thr vs /.XXj k4- -D S /6 a -( Seer,/ ..i G -j '3 67 Prn /-t-1-t-V 7-G Gi "Iz m-1 Occupancy Type: _ 4 _g6se— 7 -6 --sr G.s64t /f.) 6 -xi_ f4-43 13, FVC,Ct&E-7- T—F-c-1 - PA-sc •_ /t yD,/.0 ?s / -- o w S Prrt "i kile-12__ F ,,,,1-1_, - Rppr=tN , �E �i14 S 1 a J Z OsEc Needs Shift Inspection: Sprinklers: ` Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .F-Yyl 5'4-/53 Date: (Z/Zi I , Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 L 4 Hydraulic Summary Job Number: KH0832 Report Description: Residential Job Joe Number KH0832 Desgn Engineer JERRY GOIN Job Name: VAN LUU RES Slate Certification/license Number WESTESF136QF Address 1 5303 S 144TH ST ANJ CITY OF TUKWILA Address 2 Job SIN/Building VAN LUU RES Address 3 TUKWILA, WA 98168 Drawing Name VAN LUU RES - KH0832 System Remote Area(s) _ - Most Demanding Sprinkler Data 4.9 K -Factor 13.00 at 7.039 Occupancy Residential Job SA Hose Allowance At Source 100.00 Density 0.050gpm/ft2 Area of Applcauen 256.00ft2 (Actual 168.80ft2) Additional Hose Supplies Node Flow(gpm) Number 01 Sprinklers Calculated 2 Coverage Per Sprinkler 256.00ft2 Fare "Sprnikler Certificate e ' +' Loi".F.SC nnl B041.r• Sllt'CS L tlr T; 9t"7 r ` r � i { Y � j� r 1. JAZ fw ex: 1C;t liF• Nk;,.r I � j� q ., V, pi.R'St�, . -•;t 4"�I^r'et134 z' mpetency 3478 II i��(, • . A (� a �'a �F L`917• 10111�yai- Lexe. ..V. Total Hose Streams 100.00 System Flow Dammr2 26.21 Total Water Required (Including Hose Allowance) 126.21 Maximum Pressure 0 batance In Loops 0.000' Maximum Velocity Above Ground 9.73 between nodes 7 and 69 Maximum Velocity Under Ground 4.19 between nodes 8 and 7 Volume capacity of Wet Pipes 26.03gal Volume capaoilyof Dry Pipes Suppljes a ' Node Name Hose Flow (qpm) Static (psi) Residual Flow (psi) @(gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 100.00 73.000 20.000 500.00 68.848 126.21 39.125 29.723 Contractor Contractor Number. KH0832 Contact Name Jerry Goin Contact 1111e Project Manager Name of Contractor: WESTERN STATES FIRE PROTECTION CO. Phone 425-881-0100 Extension Address 1 14690 N.E. 95th Street, Unit 101 FAX 425-881-3030 Address 2 Redmond, WA 98052 E-mail jerry.goin@wsfp.us Address 3 Web -Site L, ©M.E.P.CAD, Inc. 4:111 AutoSPRINK®VR10 v10.0.54.0 9/4/2015 7:01:39AM Page 1 Hydraulic Graph Job Number: KH0832 Re ort Description: Residential Water Supply at Node 1 100 90 80 Static Pressure 73.000 70 1 i 60 'U) Q 50 N N Ul 0 as 39.125 40 —26.21 = � 126.21 with hose streams 30 1 — System demand curve 500.00 @ 20.000 20 10 J IIIIII111 111111111 111111111 J 1 1 1 1 1 1 1 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I 1 I 1 I I 1 I 0 pI11IIIIIIIII '100 200 300 400 500 600 700 800 900 1000 Water flow, gpm Hydraulic Graph Water Supply at Node 1 Stat.: Pressure 73.000 Residual: Pressure 20.000 @ 500.00 Ayailablo Pressure at lime of rest 68.848 @ 126.21 System Demand 39.125 @ 26.21 System Demand (Including Hose Allowance at Source) 39.125 @ 126.21 0 M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 9/4/2015 7:01:41AM Page 2 Summary Of Outflowing Devices Job Number: KH0832 Report Description: Residential Device Actual Flow (qpm) Minimum Flow (qpm) K -Factor (K) Pressure (psi) Sprinkler 101 13.21 13.00 4.9 7.272 E> Sprinkler 106 13.00 13.00 4.9 7.039 12> Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 9/4/2015 7:01:42AM Page 3 Node Analysis Job Number: KH0832 Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 1 -3'-0 S 39.125 26.21 101 19'-6 Spr(-7.272) 7.272 13.21 106 19'-6 Spr(-7.039) 7.039 13.00 7 1'-11 31.815 8 -3'-0 WMV(-4.000) 38.564 24 20'-0 T(5'-0) 7.229 31 20'-0 T(5-0) 7.230 39 20'-0 T(5'-0) 8.863 69 6'-0 24.831 M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 9/4/2015 7:01:43AM Page 4 A . Hydraulic Analysis Job Number: KH0832 Report Description: Residential Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Elevation Discharge K -Factor Pt Pn Fittings Upstream © Route 1 DR 1.1010 13.00 4.38 150 0.030666 1'-4 12'-0 13'-4 Pf 0.408 Pe -0.217 Pv 106 19'-6 13.00 4.9 7.039 Sprinkler 31 20'-0 7.230 E(7'-0), T(5'-0) BL 1.1010 13.46 4.54 150 0.032724 39'-11 10'-0 49'-11 Pf 1.633 Pe Pv 31 20'-0 0.46 7.230 Flow (q) from Route 2 39 20'-0 8.863 2T(5'-0) BL 1.1010 26.21 8.83 150 0.112237 40'-4 48'-0 85-4 Pf 9.916 Pe 6.053 Pv 39 20'-0 8.863 69 6'-0 24.831 4T(5'-0), 4E(7'-0) CM 1.0490 26.21 9.73 120 0.214657 4'-2 4'-2 Pf 5.189 Pe 1.795 Pv 69 6'-0 24.831 7 1'-11 31.815 f(-0.000), BFP(-4.300) UG 1.5980 26.21 4.19 150 0.018290 24'-11 9'-0 33'-11 Pf 4.620 Pe 2.129 Pv 7 1'-11 31.815 8 -3'-0 38.564 E(9'-0), WMV(-4.000) BL 1.1010 26.21 8.83 150 0.112237 5-0 5-0 Pf 0.561 Pe Pv 8 -3'-0 38.564 1 -3'-0 39.125 Water Supply 100.00 Hose Allowance At Source 1 126.21 6111 Route 2 DR 1.1010 13.21 4.45 150 0.031604 0'-6 5-0 5-6 Pf 0.174 Pe -0.217 Pv 101 19'-6 13.21 4.9 7.272 Sprinkler 24 20'-0 7.229 T(5'-0) BL 1.1010 0.46 0.16 150 0.000065 9'-11 7'-0 16'-11 Pf 0.001 Pe Pv 24 20'-0 7.229 31 20'-0 7.230 E(7'-0) Route 3 BL 1.1010 12.75 4.30 150 0.029580 48'-3 7'-0 55-3 Pf 1.634 Pe Pv 24 20'-0 7.229 39 20'-0 8.863 E(7'-0) Equivalent Pipe Lengthssof Valves and .Fittings (C=120 only) _ C Value. Multiplier Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 4.e7 Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter > =Factor L © M.E.P.CAD, Inc. dijAutoSPRINK® VR10 v10.0.54.0 9/4/2015 7:01:45AM Page 5 Hydraulic Analysis Pipe Type Diameter Flow Job Number: KH0832 Report Description: Residential Velocity HWC Friction Loss Downstream Upstream Elevation Pipe Type Legend r Discharge K -Factor Pt Pn Fittings Length Eq. Length Total Length Pressure Summary Units Legertd Fittings; Legend AO BL CM DN DR DY FM FR MS OR RN SP ST UG Arm -Over Branch Line Cross Main Drain Drop Dynamic Feed Main Feed Riser Miscellaneous Outrigger Riser Nipple Sprig Stand Pipe 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT g GIoV GV Ho Hose HV Hyd LtE mecT Noz P1 P2 PIV PO PRV PrV red S sCV Spr St T Tr U WirF WMV z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Turn 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22W Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLock(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Turn Elbow Mechanical Tee Nozzle Pump In Pump Out Post Indicating Valve Pipe Outlet Pressure Reducing Valve Pressure Relief Valve Reducer/Adapter Supply Swing Check Valve Sprinkler Strainer Tee Flow Turn 90° Tee Run Union Wirsbo Water Meter Valve Cap L ©M.E.P.CAD, Inc. AutoSPRINK® VR10 v10.0.54.0 9/4/2015 7:01:45AM Page 6 Flow Diagram (Current View) Job Number: KH0832 Report Description: Residential [M, ©M.E.P.CAD, Inc. AutoSPRINK®VR10 v10.0.54.0 9/4/2015 7:01:46AM Page 7 Hanger Spacing HANGER SPACING FOR CPVC PIPE PIPE SIZE MAXIMUM HANGER SPACING FROM END HEAD FROM DROP TEE OTHER CONDITIONS 3/4" 0'-6" 2'-0" 5'-6" 1" 0'-9" 2'-6" 6'-0" 1 1/4" 1'-0" 3'-O" 6'-6" 1 1/2" 1'-0" 3'-6" 7'-O" 2" 1'-0" 3'-6" 8'-0" Hanger Details Scale: NTS Sprinkler Detail Scale: NTS FIRE SPRINKLER INSULATION TENTING STANDARDS R-11 BATTIN SHEETROCK SPRINKLER PIPE R-11 BATTIN RAFTER SHEETROCK SPRINKLER PIPE SHEETROCK SPRINKLER PIPE NO PLASTIC SHEETING (VISQUEEN) NON -INSULATED PIPING (SHOWN FOR CLARITY ONLY) CLOSET UNDER 24 SQ.FT, NO AS. BATHROOM UNDER 55 SQ.FT, NO AS. 6.53 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNIiNG: 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. General Notes 1. All material used on this project shall be UL Listed and/or FM Approved. All material shall be installed in accordance with NFPA, 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. All 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 its 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 piping and components shall be Hydrostatically tested to 200 PSI for 2 hours, in accordance with NFPA. WSFP shall pre-test the system prior to Tukwila Fire Department inspection. 11. Upon successful completion of this project a hydraulic placard shall be osted on the riser. 12. Upon successful completion of this project all control valves shall be left in the openosition. 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 ceilingtile or among the ceiling fixtures but WSFP will position spnnklers into the ceiling or amonghe ceiling fixtures at the -location the pipeis 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. Reliable model RFC49 residential concealed pendent sprinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 15'-0" on center and a maximum of 8'-0" off of walls and shall have a maximum coverage of 256 sq. ft. in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations shall be 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). Vnitthot;t Comments As Not'�ti in Rej. Per The Atcac ped Letter pians e y re.,.;ie:awrrt. by The Tukwila Fire ..,_ i;t" rt - �., !<jrTl,�r G '�liit; current Ci ty e!'; >,nd adopted ant e'e"3 :) :Ili.. _-�`:`tliJ after .: bm11 3 r .. 3 n.! flU' iinprovai. ul .acceptance- is suoject. to Delo test.ann inspection by iiie.Tukwila Fire Prevention B4-1".Nsel ureau. • Date: �?-/ -7" l c• By: /�ydt� rcti.l ice, ( i-.4-) t -1•s rt . UK°: YiLA FIRE DEPARTMENT Plown call 206-575-4407 07 and give this Firs; Permit No. "ind exit ed -:ss for shut- down or res o &don approval. PRESSURE GAUGE 1" CPVC TO SYSTEM 1' AMES MODEL 20008 DOUBLE AC Fa (iw�SSEM!LY, :. (3.3 PSI) 1'/:" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1'/:' x 20'-0 UNDERGROUND SUPPLY. (DONE BY OTHERS) FIRE SPRINKLER RISER LOCATION SEE RISER DETAIL HYDRAULIC NODE TAG 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN 1" DRAIN TO EXTERIOR House Riser Detail Scale : N.T.S. Hydraulic Information installation Data: RFG49 (RA0616) Thread Size K Factor Sprinkler Spacing tlaxtmttm Dt 3tttLe its Minimum Distance between trttmum Required Sprtnkter Discharge 2 Inch (mm) From Edge Of Source to Ordinary Temperature Sprinkler ft (m) 1"latl (t. (m) sprinklers ft (m) Flow gpttt (Lpm) Press. ps! (bar) tlim Ve(15mrn) :'s' (15nen) 14' (15.x1 ,) 49 4.9 12x12(38d6) 14 x 14 (4.3x4.3) 16 x 1614.9x4.9) 6(1.83) 7 (2.13) 8 8(243) 3 (243) 8 13(49) 13 (49) 13(49) 7.4((148) 79 (0.48) 7.0 1524 Yi (15 r n) h (1:1us.o./) .4.9 4.9 49 18 x 18 (5.5x5..5) 20 x 20 (6-0x8:0) (2.43) 9 (2.74) 10 (3-o5)" (2.43) 8 (2.43) 8 (2.43) 17 (64.3) . 20(75.7) (ass) 12.0 (0.63) 18.7 (1.14) Mtchen range 13 FIRE SPRINKLER INSULATION TENTING STANDARDS R-11 BATTIN SHEETROCK SPRINKLER PIPE R-11 BATTIN RAFTER SHEETROCK SPRINKLER PIPE SHEETROCK SPRINKLER PIPE NO PLASTIC SHEETING (VISQUEEN) NON -INSULATED PIPING (SHOWN FOR CLARITY ONLY) CLOSET UNDER 24 SQ.FT, NO AS. BATHROOM UNDER 55 SQ.FT, NO AS. 6.53 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNIiNG: 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. General Notes 1. All material used on this project shall be UL Listed and/or FM Approved. All material shall be installed in accordance with NFPA, 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. All 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 its 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 piping and components shall be Hydrostatically tested to 200 PSI for 2 hours, in accordance with NFPA. WSFP shall pre-test the system prior to Tukwila Fire Department inspection. 11. Upon successful completion of this project a hydraulic placard shall be osted on the riser. 12. Upon successful completion of this project all control valves shall be left in the openosition. 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 ceilingtile or among the ceiling fixtures but WSFP will position spnnklers into the ceiling or amonghe ceiling fixtures at the -location the pipeis 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. Reliable model RFC49 residential concealed pendent sprinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 15'-0" on center and a maximum of 8'-0" off of walls and shall have a maximum coverage of 256 sq. ft. in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations shall be 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). Vnitthot;t Comments As Not'�ti in Rej. Per The Atcac ped Letter pians e y re.,.;ie:awrrt. by The Tukwila Fire ..,_ i;t" rt - �., !<jrTl,�r G '�liit; current Ci ty e!'; >,nd adopted ant e'e"3 :) :Ili.. _-�`:`tliJ after .: bm11 3 r .. 3 n.! flU' iinprovai. ul .acceptance- is suoject. to Delo test.ann inspection by iiie.Tukwila Fire Prevention B4-1".Nsel ureau. • Date: �?-/ -7" l c• By: /�ydt� rcti.l ice, ( i-.4-) t -1•s rt . UK°: YiLA FIRE DEPARTMENT Plown call 206-575-4407 07 and give this Firs; Permit No. "ind exit ed -:ss for shut- down or res o &don approval. PRESSURE GAUGE 1" CPVC TO SYSTEM 1' AMES MODEL 20008 DOUBLE AC Fa (iw�SSEM!LY, :. (3.3 PSI) 1'/:" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1'/:' x 20'-0 UNDERGROUND SUPPLY. (DONE BY OTHERS) FIRE SPRINKLER RISER LOCATION SEE RISER DETAIL HYDRAULIC NODE TAG 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN 1" DRAIN TO EXTERIOR House Riser Detail Scale : N.T.S. Hydraulic Information OCCUPANCY CLASSIFICATION Residential ` DENSITY 0.050gpm/ft2 for 256.00ft2 (Actual 168.80ft2) Table 7.3.6.3 MlininumtIIictam es for Ordinary =din ediate Temperature Real ti Spr- ilde s 2 K -FACTOR From Edge Of Source to Ordinary Temperature Sprinkler From Edge of Source to Intermediate Temperature Sprialder Ncn1 Source in. nun in. tlim Side of open or recessed fireplace 36 914 12 205 Front of recessed fireplace 60 1524 26 914 r. 1 -grinned -burning stove -12 1067 12 305 Mtchen range 13 457 9 229 Wali oven 18 457 9 229 Hot air flues" 18 457 9 229 Uninsulated heat duct; 18 457 9 229 Uninsu1ated hot water pipes 12 205 6 154 Side of ceding- arnall-mounted hotair diffusers 24 610 12 205 Front ofxmll-mounted hot air diffusers 36 914 18 457 Hot water neater or furnace 6 152 3 76 Light fixture m4 , 0 W-2014' 6 152 a 76 250 W-490 IV 12 205 6 152 FIRE SPRINKLER INSULATION TENTING STANDARDS R-11 BATTIN SHEETROCK SPRINKLER PIPE R-11 BATTIN RAFTER SHEETROCK SPRINKLER PIPE SHEETROCK SPRINKLER PIPE NO PLASTIC SHEETING (VISQUEEN) NON -INSULATED PIPING (SHOWN FOR CLARITY ONLY) CLOSET UNDER 24 SQ.FT, NO AS. BATHROOM UNDER 55 SQ.FT, NO AS. 6.53 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNIiNG: 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. General Notes 1. All material used on this project shall be UL Listed and/or FM Approved. All material shall be installed in accordance with NFPA, 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. All 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 its 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 piping and components shall be Hydrostatically tested to 200 PSI for 2 hours, in accordance with NFPA. WSFP shall pre-test the system prior to Tukwila Fire Department inspection. 11. Upon successful completion of this project a hydraulic placard shall be osted on the riser. 12. Upon successful completion of this project all control valves shall be left in the openosition. 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 ceilingtile or among the ceiling fixtures but WSFP will position spnnklers into the ceiling or amonghe ceiling fixtures at the -location the pipeis 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. Reliable model RFC49 residential concealed pendent sprinklers shall be used unless otherwise noted. Residential sprinklers shall be spaced a maximum of 15'-0" on center and a maximum of 8'-0" off of walls and shall have a maximum coverage of 256 sq. ft. in accordance with the manufactures listing and NFPA 13D. Hydraulic Calculations shall be 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). Vnitthot;t Comments As Not'�ti in Rej. Per The Atcac ped Letter pians e y re.,.;ie:awrrt. by The Tukwila Fire ..,_ i;t" rt - �., !<jrTl,�r G '�liit; current Ci ty e!'; >,nd adopted ant e'e"3 :) :Ili.. _-�`:`tliJ after .: bm11 3 r .. 3 n.! flU' iinprovai. ul .acceptance- is suoject. to Delo test.ann inspection by iiie.Tukwila Fire Prevention B4-1".Nsel ureau. • Date: �?-/ -7" l c• By: /�ydt� rcti.l ice, ( i-.4-) t -1•s rt . UK°: YiLA FIRE DEPARTMENT Plown call 206-575-4407 07 and give this Firs; Permit No. "ind exit ed -:ss for shut- down or res o &don approval. PRESSURE GAUGE 1" CPVC TO SYSTEM 1' AMES MODEL 20008 DOUBLE AC Fa (iw�SSEM!LY, :. (3.3 PSI) 1'/:" BRASS TEE WITH PLUG FOR UNDERGROUND FLUSHING 1'/:' x 20'-0 UNDERGROUND SUPPLY. (DONE BY OTHERS) FIRE SPRINKLER RISER LOCATION SEE RISER DETAIL HYDRAULIC NODE TAG 1" RELIABLE RISER MANIFOLD WITH TEST & DRAIN 1" DRAIN TO EXTERIOR House Riser Detail Scale : N.T.S. Hydraulic Information OCCUPANCY CLASSIFICATION Residential ` DENSITY 0.050gpm/ft2 for 256.00ft2 (Actual 168.80ft2) TOTAL HOSE STREAMS 100.00 TOTAL HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 126.21 TOTAL PRESSURE REQUIRED 39.125 SAFETY MARGIN (psi) +29.723 (43.2%) 1' WATER METER (-4.0 PSI) l' 1W x 20'-0 UNDERGROUND DONE BY OTHERS 1x5'-0 UNDERGROUND DONEBYOTHERS r 120 VAC 6' BELL WIRED BY OTHERS Existing City Main Existing City Main S 144TH ST Site Plan NV Scale : NTS REMOTE AREA SEE HYDRAULIC CULATIONS Vicinity Map Scale : N.T.S. Sprinkler Legend Note W .J m a J W D_' RELIABLE (RELIABLE Temperature LL ID U. N N 0. la L it g_g'5 >``.-«-i._*�+,� ��,�{ iii* it '' ✓;, ,,:u �r yNr `� Response '"' �`�" ;,5 :' �-at r�?"';a - ,a 2Y i'2# �` �� i ,r �'� m c •° S f � "�: h�W,a, � r� }� �. •,% �,,,,#*�...n,,�„�kk' .Y _ 2 � 5 fi2"` }+htii - M N " as O z 1 � �` 1 x i ii 3e ^c 0 c m ,,ttn�btsf 0 1 k} # ty saw m4 , REMOTE AREA SEE HYDRAULIC CULATIONS Vicinity Map Scale : N.T.S. Sprinkler Legend Note W .J m a J W D_' RELIABLE (RELIABLE Temperature LL ID U. N N 0. la L it g_g'5 me m t. C 0 sz Response . u Ci v •0 a .x u o a, �aaam. m c m c e c O U u. c4 ad ID .�. c al N - M N " as O z 4 LL � l F3QR DRYI Manufacturer uv 'c 0 C m ^c 0 c m u -c 0 c m 0 1 Second Floor Fire Sprinkler Plan Scale : 1/8" =1'-0" 5'S. 5'4 KITCHEN 1 by -11 rA FAMILY 5'-5 5'-8 SPRINKLER - -ER LOCATION < EE RiSER DETAIL .-g r-9 i;. BED RM 1 PORCH 6'-8 sf GARAGE 3,-0 First Floor Fire Sprinkler Plan . - Scale : 1/8" =1'-0" 1 11'-7 120 VAC 6' BELL WIRED BY OTHERS . PAID SEP --LI 2015 TUKWILA CONT. NO.: JERRYGOIN. SEE LEGEND z to SEPTEMBER 2015 ti Q REVISIONS . 3 PROJECT: W co C3 W wJ C 'Nur li oftal CX ,4z • Cifi 5144 14'64 Q 0 w W N TITLE: FIRE SPRINKLER PLAN SHEET NO:. FP -1 ...2(f 20' 17d-15% :