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HomeMy WebLinkAboutPP - 12062 44TH PL S - NGUYEN RESIDENCE - PERMITS AND PLANS12062 44TH PL 5 ASSOCIATED PERMITS 17-S-178 D16-0135 44ittw44 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.: 3aa740 0881 Site Address: 12062 44th PI S Tukwila, WA 98178 Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Jimmy Phan Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matthew Steele Day Telephone: 425-271-5598 Company Name: Moore Fire Protection Mailing Address: 14401 Issaquah -Hobart RD SE, Suite 201 Issaquah WA 98027 City State Zip E-mail Address: matthewnmooretire.com Fax Number: 425-295-7188 Contractor's City of Tukwila Business License number: 601191141 Total number of new/relocated devices or sprinkler heads: 27 Valuation of Project (contractor's bid price): $ 8,950.00 Scope of Work (please provide detailed information): Install wet single riser 27 head automatic fire sprinkler system throughout the new single family residence 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 writin g 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 O NER OR AUTHORIZED AGENT: Signature: �" xtiest Print Name: Matthew Steele Plan Permit App.doc Date: 07-29-16 Day Telephone: 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0t3 - I? -s-- fl PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Zd- Sprinklers: of InsQection 4 --2--Type Address:Contact Suite #: �� ,p Z y'fZi gs Person: Special Instructions: Phone No.: roved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: --t_u P ----- PAS S _ -,,••=3-'7 P#sss R-ep S'pr NI e--t!.1c- .i ' % t.2.,.._,,e R4 4 : sit) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5�'- Date: /11/ / / 8 Hrs.: / 0 $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 7 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 7U- Gel- Z Sprinklers: Type of Inspection: i3✓4-t - r -sfr' Address:Contact Suite #: %2 Q G-2_ L} --g' yoL S Person: Special Instructions: Rtzete-6-7-- f A7 -S 01 2. r(6)/-05 f, -J 1 Phone No.: Approved per applicable codes. FtCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 7ji "/E - ED /3 46(.,( Rtzete-6-7-- f A7 -S 01 2. r(6)/-05 f, -J 1 c _ 5‘ dr- 55 5 ate( Ft -F-0-)4-6- Ili— .L7 f(oak- cep '&24_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: nA cep— Date:/,v,4 Q....._ Hrs.: f $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 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 0135' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 viumtet_ Lor -2, Type of Inspection: Cgvi-eAf ^�Contact Address: (2O #: 6 2 4 ",5 Person:Suite 3 t evd ,,.- Special Instructions: Phone No.: Approved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: O k - ra ��� Occupancy Type: P(4111/ 0 e *pp12-envc23 5pz, A/ ice.cn PZ S pruo 7a 5ve fir- Th ---s7-- / , Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .(p--744 �� Date: �1 Slf 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 FIREPROTECTION Nguyen Residence 2016 NFPA 13D 12062 44th PI S Tukwila, WA 98178 HYDRAULIC CALCULATIONS 14401 Issaquah -Hobart Rd. Suite 201 (425) 271-5598 State Contractor's License Issaquah, WA 98027 Fax: (425) 295-7188 # MOOREFP116NP NGUYEN RESIDENCE RESIDENTIAL 2 -HEAD CALCULATIONS Hydraulic Overview Job Number: Nguyen Residence Report Description: Residential Job Job Number Nguyen Residence Design Engineer Anthony Baidonado Job Name: Nguyen Residence Phone 425-271-5598 FAX 425-295-7188 Address t 12062 - 44th PLS State Cerllficalioruikense Number MOOREFP116NP Address 2 Tukwila, WA 98178 AIM Tukwila Fire Marshal Address 3 Job Sgelaultding Nguyen Residence System Density 0.050gpm/ft2 Area of Application 512.00ft2 Most Demanding Sponger Data 4.9 K -Factor 12.96 at 7.000 Hose Steams 0.00 Coverage Per Sprinkler 256.00ft2 Number Of Spdoklere Calculated 2 System Pressure Dement 46.909 system M Damns 26.39 Total Demand 26.39 © 46.909 Pressure Result +73.088 (60.9%) Supplies Check Point Gauges Node Name Flow(ooml Hose Flow(opml Static(psil Residual(psil Identifier Pressure(psil K-Factor(K) Flow(gpm) 10 Water Supply 7600.00 120.000 20.000 lb O WASHINGTON STATE CERTIPICA Or COMPETENCY MRO PR • • ' SPRINKLER SYSTEMS Tracy . Moore -0791-Co Level 3 • • re Fire : otection • • REF • 16NP Date • ' ENG_ 20170718_ Nguyen_ DWG_ working Water Supply at Node 10 (7600.00, 0.00, 120.000, 20.000) 150 _ 135' ' 1 _Static Pressure 120.000 105 • 90 _ a 75 3 to N 92 60 a . 453946.\ 30 System demand curve 15 7600.00 @ 20.000 41 O 9IIIUI 1111m1 11111111 111111 1 111111111 111111111 111111111 1 1 1 1 1 1 1 1 1 6, • 1Ic50 7250 8700 10150 11600 13050 14500 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:45:18PM Page 1 Hydraulic Summary Job Number: Nguyen Residence Report Description: Resi Job Job Number Nguyen Residence Design Engineer Anthony Baldonado Job Name: Nguyen Residence State CerbfeJoOM icense Number MOOREFP116NP Address 1 12062 - 44th PL S _ AHJ Tukwila Fire Marshal - .. _ Address 2 Tukwila, WA 98178 Job SlbBuldirg - — — Nguyen Residence Address 3 Drawing Name ENG_20170718_Nguyen_DW G_working System Remote Area(s) Mod Demanding Sprbkler Data 4.9 K -Factor 12.96 at 7.000 Occupancy Job Sdda Residential Hose Allowance At Source 0.00 Density Area of Application - - - 0.050gpm/ft2 ' 512.00ft2 Additional Hoeg Supplies Node Flow(opm) Number Of Sprinklers Calailslsd t Coverage Per Springer 2 ; 256.00ft' AuloPeak Results: Pressure For Remote Area(s) Adjacent To Most Remote Area Total Hose Streems 0.00 . System Flow Demand Total Water Required (Fidudbg Hose Allowance) 26.39 26.39 Mashburn Preuure Unbalance In Loops 0.000 I Maximum Velocity Above Group 10.89 between nodes 6 and 5 Maxi man Velocity Under Grouts _ Volume capacity of Wet Pipes — — — 31.50gal {� Volume rapadry of Dry Pipes Supplies Node Name 1 Hose Flow (ppm) Static (psi) Residual Flow (psi) - (gpm) Available Total Demand (psi) 'o (qpm) Required (psi) Safety Margin (psi) 10 1 Water Supply 120.000 20.000 7600.00 119.997 26.39 46.909 73.088 Contractor i Contractor NuiMer 1 Moore Fire Pro Coated Name Tracy V. Moore Conrad Mlle President Name of Contractor Moore Fire Protection Philp 425-271-5598 Extension Address 1 14401 Issaquah -Hobart RD SE, Suite 201 FAX 425-295-7188 Address Issaquah, WA 98027 Evnaa tracyvmoore@gmail.com Address 3 Web -Sit. http://moorefire.com/ © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:45:19PM Page 2 Hydraulic Graph Job Number: Nguyen Residence Report Description: Residential Water Supply at Node 10 150 135 120 Static Pressure 120.000 105 90 t; 75 E p_ 60 -26.39 45 @ 46.909 1 30 J 15 -vstem demand curve 7600.00 @ 20.000 0 imuuuniuuiiliu mi 1111))1)) iii 1111 I i))))ii(( iiiiii1i1 111111111 111111111 9450 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Mydraulk Greph Water Supply at Node 10 Stern: Pressure 120.000 ResWwl: Pressure 20.000 @ 7600.00 Available Pressure at T of Ten 119.997 @ 26.39 Syn.m Demand 46.909 @ 26.39 System Deme. (IncludInp Hose Allowance at Source) 46.909 @ 26.39 M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:45:21PM Page 3 111 Summary Of Outflowing Devices Device Actual Flow (gam) Minimum Flow (gam) Job Number: Nguyen Residence Report Description: Residential K -Factor (K) Pressure (psi) b Sprinkler 101 12.96 12.96 4.9 7.000 Sprinkler 102 13.42 Most Demanding Sprinkler Data 12.96 4.9 7.505 © M.E.P.CAD, Inc. in AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:45:22PM Page 4 n Node Analysis Job Number: Nguyen Residence Report Description: Residential Node Elevation(Foot) j Fittings Pressure(psi) Discharge(gpm) 10 101 102 S 1 2 3 4 5 18'-0 _ SA -7.000) 46.909 26.39 18'-0 Spr(-7.505) 18'-6 T(5-0), Tr(1'-0) 7.000 12.96 7.505 13.42 7.467 9'-6 T(5'-0), Tr(1'-0) T(3'-0), f(-0.000), Tr(1'-0) 3'-0 V-11 BFP(-5.260) 6 1-0 T(2'), Tr1O'-6J 7 8 0'-6 GIoVV-0.000) -3'-0 E(9'-0) 19.198 23.221 24.093 29.981 9 -1'-0 WMV(-1.600) 30.655 + 30.884 32.633 37.028 D[d © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:45:23PM Page 5 811 Hydraulic Analysis Job Number: Nguyen Residence Report Description: Residential Pipe Type Downstream Upstream Diameter Flow Velocity K -Factor HWC Friction LossLength I Eq. Length Total Length Pressure Summary _ _ Elevation Discharge Pt Pn Fittings GI Route 1 _ DR 101 1 1.1010 12.96 4.37 150 0.030510 14'-5 ' Pf 8'-0 Pe 22'-5 Pv 0.684 -0.217 18'-0 12.96 18'-6 4.9 7.000 7.467 Sprinkler, E(7'-0), Tr(1'-0) BL 1 2 1.1010 26.39 8.89 150 0.113622 38'-11 ' 30'-0 68'-11 Pf Pe Pv 7.829 3.902 __ 18'-6 13.42 9'-6 7.467 19.198 Flow (q) from Route 2 2E(7'-0), 6Tr(1'-0), 2T(5'-0) FR 2 3 1.1010 26.39 8.89 150 0.113622 7'-2 8'-0 15-2 Pf Pe Pv 1.725 2.299 9.-6 4'-2'/: 19.198 23.221 _ E(7'-0), f(-0.000), Tr(1'-0) BL 1.1010 26.39 8.89 150 0.113622 1'-2 2'-0 3'-2 Pf Pe Pv 0.361 0.510 _ 3 4'-2% 4 3'-0 23.221 24.093 2Tr(1'-0) FR 4 5 1.1370 26.39 8.34 120 0.146790 1'-1 1'-1 Pf Pe Pv 5.419 0.470 3'-0 1'-11 24.093 29.981 BFP(-5.260) FR 0.9950 26.39 10.89 150 0.186023 0'-11 Pf 0'-6 Pe 1'-5 Pv 0.267 0.406 5 1'-11 6 1'-0 29.981 30.655 Tr(0'-6) FR 6 7 1.5050 26.39 4.76 150 0.024795 0'-6 0'-6 ' Pf Pe Pv 0.012 0.217 1'-0 U-6 30.655 30.884 GIoV(-0.000) FR 7 8 1.5980 26.39 4.22 150 0.018516 3'-6 9'-0 12'-6 Pf Pe Pv 0.231 1.517 0'-6 -3'-0 30.884 32.633 E(9'-0) BL 8 9 1.5980 26.39 4.22 150 0.018516 134'-9'% 63'-0 197'-9'/: Pf Pe Pv 5.262 -0.867 . -3'-0 -1'-0 32.633 37.028 7E(9'-0), WMV(-1.600) BL 9 10 1.0250 26.39 10.26 150 0.160969 52'-0 4'-0 56'-O Pf Pe Pv 9.014 0.867 -1'-0 -3'-0 _. 37.028 46.909 2E(2'-0), S 10 0.00 Hose Allowance At Source 26.39 ® Route 2 DR 102 1 1.1010 13.42 4.52 150 0.032541 0'-6 Pf 5-0 Pe 5-6 1Pv 0.179 -0.217 __ _ 18'-0 13.42 18'-6 4.9 7.505 7.467 Sprinkler, T(5-0) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value MultiplierII Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 ( Schedule 40 Steel Pipe Inside Diameter ) I� © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:45:25PM Page 6 ill! Hydraulic Analysis Job Number: Nguyen Residence Report Description: Residential Pipe Type Downstream Upstream Diameter Elevation Flow Discharge Velocity HWC K -Factor Pt Pn Fittings Friction Loss Length Eq. Length 'Total Length Pressure Summary Pipe Type Legend Units Legend Fittings Legend 1 AO Arm -Over BL Branch Line CM Cross Main DN 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 AngV b BaIV BFP BV C cplg Cr CV DeIV DPV E EE Eel Ee2 fd FDC fE fEE flg FN fT 9 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 Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11'W Elbow 2n° Elbow Flow Device Flex Drop Fire Department Connection 90° FireLock(TM) Elbow 45° FireLock(TM) Elbow Flange Floating Node FireLodk(TM) Tee Gauge Globe Valve Gate Valve Hose Hose Hose Valve Hydrant Long Tum 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap M.E.P.CAD, Inc. ta AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:45:25PM Page 7 1 Flow Diagram (Current View) Job Number: Nguyen Residence Report Description: Residential [,j, © M.E.P.CAD, Inc. in AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:45:26PM Page 8 NGUYEN RESIDENCE RESIDENTIAL 1 -HEAD CALCULATIONS Hydraulic Overview Job Number: Nguyen Residence Report Description: Residential Job Job Number Nguyen Residence Design Engineer Anthony Baldonado Jab Name: Nguyen Residence Phme 425-271-5598 FAX 425-295-7188 Address 1 12062 - 44th PL S State Certification/License Number MOOREFP116NP Address 2 Tukwila, WA 98178 MU Tukwila Fire Marshal Address 3 Job SlterBuld,ng Nguyen Residence System Density 0.050gpm/ft2 Area of Application 324.00ft2 Most Demanding Sprinkler Data 4.9 K -Factor 20.02 at 16.700 Hose Streams 0.00 Coverage Per Sprinkler 324.00ft2 Number CT Spankiele Calculated 1 System Pmeure genu. 47.926 System Flaw Deme. ` 20.02 Total Demand 20.02 © 47.926 Pressure Result +72.072 (60.1%) Supplies Check Point Gauges Node Name Flow(goml Hose Flow(opm). Static(psil Residual(psil Identifier Pressure(psil K-Factor(K) Flow(gpml 10 Water Supply 7600.00 120.000 20.000 • 411110" WASHINGTON STATE CERTIFICATE OP COMPETENCY TIRE IO -ER SYSTEMS Tracy V. oore 8851 l 91 -CG Level 3 M • • Fire e • tection M,••R "'116NP r1/1/7 111 „ ure Date • ENG_ 20170718_ Nguyen_ DWG_ working Water Supply at Node 10 (7600.00, 0.00, 120.000, 20.000) AU1 Pressure, psi u tatic Pressure 120.000 1R A' '0.02 @ 47.926 ystem demand \ curve 7600.00 @ 20.000 1111 1011111111111111 i 111111111111111111 111111111111111111 0►.e.0 0 505800 7250 8700 10150 11600 13050 14500 Water flow, gpm © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:44:19PM Page 1 Hydraulic Summary Job Number: Nguyen Residence Report Description: Residential Job Job Number Nguyen Residence I Design Engineer i Anthony Baidonado Job Name: Nguyen Residence i State CergficetionlLicense Number ' MOOREFP116NP Abbess 1 12062 - Address 2 Tukwila, 44th PL S AHJ Tukwila Fire Marshal • WA 98178 Job SiteBuldirg Nguyen Residence Drawing Name ENG_20170718_Nguyen_DWG working Address 3 + System Remote Area(s) Most Demardag Sprinkler Data 4.9 K -Factor 20.02 at 16.700 Gcwper y Job Suffix Residential Hose Allowance Al Source 0.00 Density I Area of Application 0.050gpm/ft' 324.00ft2 Addltknel Hoe, Supplies Node Flow(qpm) Number Of Sprinklers Calculated Coverage Per S 1 324.00ft2 Total Hose Streams 0.00 System Flow Demand i Total 20.02 i 20.02 AutoPeak Results: Pressure For Remote Area(s)Adjacent To Most Remote Area - Water Required (Including Hose Allowance) Moorman Pressure Unbalance In Loops 0.000 Madmen Velocity 8.26 between Mednxan Velocity Volume capacity 31.50gal Above Ground nodes 6 and 5 Under Ground 1 of Wet Pipes - Volume capacity of Dry Pipes I Supplies Node Hose Flow Name ' (qpm) Static (psi) Residual (psi) Flow Available Total Demand Required @ (qpm) (psi) @ (qpm) (psi) Safety Margin (psi) 10 i Water Supply • 120.000 20.000 7600.00 119.998 1 20.02 47.926 72.072 Contractor Contractor Number Moore Fire Pro Contact Name Tracy V. Moore Contactlille President Name of Contractor: Moore Fire Address 1 14401 Issaquah Protection Phone - 425-271-5598 Extension -Hobart RD SE, Suite 201 FAX i• 425-295-7188 Address 2 Issaquah, -, Address 3 WA 98027 Email tracyvmoore@gmail.com website http://moorefire.com/ M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:44:21PM Page 2 Hydraulic Graph Job Number: Nguyen Residence Report Descripti Water Supply at Node 10 150 135 120 -,S atic Pressure 120.000 105 90 75 g tn N 2 o_ 60 45 -20.02 0.02 JP @ 47.926 30 1Svstem - 15 demand curve 7600.00 @ 20.000 0 ilinii11 111111111 111 1 1 1 1 1 1 i 1 h i l i [ ii I[( l i t 1 i i i 1 1 1 1 1 1 i l l i!! I tilt 1 1 1 1 p�WllnW 2900 4350 5800 7250 8700 10150 11600 13050 14500 Water flow, gpm Hydraulte GraPh Water Supply at Node 10 Stalk: Pressure 120.000 Residual : Pressure 20.000 @ 7600.00 Available Pressure at lime of T t 119.998 @ 20.02 SVHem Demand 47.926 @ 20.02 system bemW (Imitating Mow Allowance el Source) 47.926 @ 20.02 [J © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:44:22PM Page 3 1111 Summary Of Outflowing Devices Device Actual Flow (qpm) Minimum Flow (qpm) Job Number: Nguyen Residence Report Description: Residential K -Factor (K) Pressure (psi) ' Sprinkler 301 c Most Demanding Sprinkler Data 20.02 20.02 4.9 16.700 © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:44:23PM Page 4 eye Node Analysis Job Number: Nguyen Residence Report Description: Residential Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 10 301 2 3 4 -3'-0 S 18'-0 Spr(-16.700) 9'-6 T(5'-0), Tr(V-0) 4'-2V2 T(3'-0), f(-0.000), Tr[1'-0OJ 5 6 7 3'-0 1'-11 1,-0 0'-6 BFPL-4.9011 Tr(0'-6) GIoVk 0.00) 8 -3'-0 E(9'-0) 47.926 20.02 16.700 20.02 27.341 30.675 31.402 36.868 37.435 37.659 39.316 j © M.E.P.CAD, Inc. AutoSPRINK®12 v12.0.61.0 8/1/2017 2:44:25PM Page 5 ill Hydraulic Analysis Job Number: Nguyen Residence Report Description: Residential Pipe Type _ Diameter Flow Velocity Downstream Elevation Discharge K -Factor Upstream HWC Friction Loss , Length Eq. Length Total Length Pressure Summary Pt Pn Fittings o Route 1 DR 301 2 1.1010 20.02 6.75 150 0.068193 57'-0 46-0 102'-0 Pf Pe Pv 6.956 3.685 18'-0 20.02 4.9 16.700 Sprinkler, 9'-6 27.341 2E(7'-0), 5T(5'-0), 6Tr(1'-0) FR 2 3 1.1010 20.02 6.75 150 0.068193 7'-2 8'-0 15'-2 Pf Pe Pv 1.035 2.299 6-6 27.341 4'-2% 30.675 E(7'-0), f(-0.000), Tr(1'-0) BL 1.1010 20.02 6.75 150 0.06819.3 1 1'-2 2'-0 3'-2 Pf Pe Pv 0.217 0.510 _ 3 4'-2% 30.675 4 3'-0 31.402 2Tr(1'-0) FR 4 5 1.1370 20.02 6.33 120 0.088100 1'-1 1'-1 Pf Pe Pv 4.997 0.470 _ _ 3'-0 31.402 1-11 36.868 BFP(-4.901) FR 5 6 0.9950 20.02 8.26 150 0.111647 0'-11 0'-6 1'-5 Pf Pe Pv 0.160 0.406 1'-11 36.868 1'-0 37.435 Tr(0'-6) FR 1.5050 20.02 3.61 150 0.014881 0'-6 0'-6 Pf Pe Pv 0.007 0.217 _ 6 1'-0 37.435 7 0'-6 37.659 GIoV(-0.000) FR 1.5980 20.02 3.20 150 0.011113 3'-6 9'-0 12'-6 Pf Pe Pv 0.139 1.517 7 0'-6 37.659 8 -6-0 39.316 E(9'-0) BL 1.5980 20.02 3.20 150 0.011113 _ 134'-9% 66-0 197'-9'h Pf Pe Pv 3.200 -0.867 _ 8 -6-0 39.316 9 -1'-0 41.649 7E(9'-0), WMV(-1.002) BL 1.0250 20.02 7.79 150 41.649 47.926 0.096610 52'-0 4'-0 56-0 Pf Pe Pv 5.410 0.867 9 -1'-0 10 -3'-0 2E(2'-0), S Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` IC Value Multiplier Actual Inside Diameter 4.87 = Factor Value Of C 100 Multiplying Factor 0.713 130 140 1.16 1.33 150 1.51 Schedule 40 Steel Pipe Inside Diameter ) [qj © M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:44:26PM Page 6 r� Hydraulic Analysis P Type Downstream Upstream Diameter Flow Job Number: Nguyen Residence Report Description: Residential Velocity HWC Elevation Pipe Type Legend r Discharge K -Factor Pt Pn Friction Loss Fittings Length Eq. Length Total Length Pressure Summary Units Legend Fittings Legend 1 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 WrF WMV Z Alarm Valve Angle Valve Bushing Ball Valve Backflow Preventer Butterfly Valve Cross Flow Tum 90° Coupling Cross Run Check Valve Deluge Valve Dry Pipe Valve 90° Elbow 45° Elbow 11W Elbow 22'/:° 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 Tum 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 Tum 90° Tee Run Union Wirsbo Water Meter Valve Cap [l� © M.E.P.CAD, Inc. 1J AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:44:26PM Page 7 Flow Diagram (Current View) Job Number: Nguyen Residence Report Description: Residential M.E.P.CAD, Inc. AutoSPRINK® 12 v12.0.61.0 8/1/2017 2:44:27PM Page 8 FAMILY KITCHEN • CODE QUICK REFERENCES 43 LOCATION OF SPRINKLERS: M. SpriteMIS,. 8.3.2 Spd kers shall mtl beaareasled in ull repukod Inbath... 55 R and leash permitted M S. thmuGh 9.3.6. 3.3tanobe t re cloth. NiaeuraeNtzormmmiry io rarea or rho po snotexceed IRs. (2Thwalea. ceysanfvinwombustee ed trotema 8 94 Sprtnklerseh, not be required In garages, open attacbd porches, carports, and st:Ninrstmcturos. sholl not be requtrat00 h h notl D 1 to and . one :M Mora, G p es ear m her ceacrefer0O 05000 notes pot tl tnrly a9 b t 0.3 .6 Smelters h n he q n covered, unpa2tatl pro}ed Dm otMe Wildog btranc tex is as ung an the dtretiing unR has anatilermeans ptegress ME Ptl 83.7 Sqdredds he eq and packets that mese the Potreo np c.c..(S re FLOW,. unprotectedtop packets - nes not exceed iso Its. {2) The snare Ire a d y kY or OK Pm e 9 et t restauaf preswre. H Ptnw m dersretida treat.. Is noncombristele b t} to e elble aiatorial. (3) skylights .3 at zn, Ps 0w k e2 fts shall be , rte. have SYSTEM SPECIFICATIONS odener Moll n ingarages wires redoes net have oslso)omtit unprotected nproteared ewtnmGeooe: 1DizlRC rntF n ate ana,ama:ts b sting unit ccassed from btedre eet does net have doom m ere rotes ape _ 40,directlS Me dwarfing to Called' any closet melt -or h01000 a0 .condhonng equpmul[ sae,,0 ardtnf dry,oras SPRTNMLERCOVERAGIS 20 0NX Ht (em ea, healasezcwr[aaallowed by e.3.e 24p apoft max,omom. NGUYEN RESIDENCE SITE SPECIFICATIONS. NFPA 13D EpaDomPuncy 0VI 0tc i ee ript o. '_..- Tv 9MEADOW GARD. DIV fit toT2os 3u cw 0 General Description: New tvroarory SFR. SO SP a 30 a SI ELK c OF SD PLAT ISS NP R. DINING ALIST OF APPROVED PRODUCTS FOR USE WITH BtAYENASTER CPUC PIPE 10 0001UDED WITH THE PRODUCT SPECIFICATIONS BOOKLET. FOR A COMPLETE AND UP-TO-DATE PRODUCT SEARCH, PLEASE GO ONLINE TO Kht0P:/ lay.ww.IubtixoLcom/CPVC/ThemiralComp0UbilityFinder,html> LIVING GARAGE PACINE: Sege ResldenlW Pendent Ina teem: MR, max. Lem any wag between hes e'-oa maxx, tram c y Walt s 0 mo. Woe, heads 120 PSI wM T boo GPM avalOb e S leltcReSkntler fats DETAILS: o oQ 6.e0 penaena are used thrapebop[. HAZARD CLASSIFICATION: as eslg*edrat a 031. g0 0 dans.roc...en0occupancy aryl a maximum as osverage . a singlehand, 255 nba rel per ad0 In rare. Nenand 320 Fts. multiple M1eatls, reorre w erage area o the Garage. O an the mera0eit 00asronreand otea piping e one trye PIPs tltankter to bt cave prastlt wary tPVC b:Rigs SUPP A.ue00 tap rare appnox.50' to a new t' comminatbn datnfnre ureter. iv Poly a*0earoubq 0000 )l approx. ty Where. Moore Nine n a It mere nscoape ofworker l rdt by others00 be. ::w'the le thrgarage. dadeadapter raft tri Others, DCSA to be i". FMAL NOTES AND LSARELITT: MI system Oppie i 010 0a h manufacturer, sp00 n0 Is lo be seto prerent ed t prevent o k ad mavetnert Maree ere Prot... warranty m workaaes Ratcoder any damageeueto freeze rented greldens. let sm lea torch elpuree0 shat be 00000000000000000000000000000000l10000000 cod 000000hel10greS below 40 0 o wan no try alae of the pipe Pacing the heated Inter, core.. with general anero esulatan contract. Al eel,. W be by others Moore Fire Prot.. hell not be. enable roriheabdNy of the structure to atleq:mtely simpart [ne fMe spteklre sySRmb nyb..enc. therms[ prot500• 000 system(s)Inrthe c0-0o 0. cc. therie5Nrenems of made,. or the nater bayed IRE ENTRY MAIN FLOOR PLAN SCALE: 1/4" = 1' - 0" ACC: r' Without Cumman0 AS NEMMO iib rYed Per The Attached fetter 030000e30 neva OBen reviewed M Thee 10010 Fre et man' dad p re 10 'rd omistbne whKp tlO cwt auhsrimrbatins a adapted Woaro: and vciin055/5 ;rare 00natr for the o., of des. restsroiaoyo Ode designs[. rsei M , dereHatacrrew,.0:wto d,ee dararas Gar Me eats 0WS 00000rre; acceptance. 0500 repw[e a resubmMai W revised dr.., son ciontascorei. 100011LA FIRE DEPARTNE;jr Please lcat 2065154407 and b`Us gl7 i7 rcnft 040. and ex Jact addreis for shut- down Or 055/000000 RDP O.'s( TAND ALONE 121 ER DETA final a X0100 Is acgttt to nerd test and lnspexonby The Tukw:N fire Preentlon Bureau. peter %-).l-i7 MI Abet SI ETaaU, c.acway WP ele..{rc, x r:1Am ret 004 x Maw <s,.o0o0)0oi- 11/" POLY UNDERGROUND BY OTHERS. PAID AUi 2017 T UKWILA FIRE /0 100/5 * RISER LOCATION FJRLRRt+T FCTip v'S SCOPEOPWOHK ret escw Ar oat. +cl;scr.': NORTH—EAST SECTION SCALE: NONE SITE P SCALE;NONE z BED#2 MSTR BED TR BATH NO AS. PER NFPAL /13D 8.3 ,3 (TYP). ` /NO AS. PER NFPA 1 13D8.3.3(TYP; BED #3 UPPER FLOOR PLAN'. ) SCALE: 1/4" = 1• - 0" '�.,/ / 10`-0" MIN. R-7 INSULATION BATT. UNDER PIPE AND SECURED TO FLOOR JOIST IF BLOWN IN INSULATION IS USED: SPRINKLER BRANCH LINE a- 10 Nt UNIT SPACE -,,...,`-PENDANT SPRINKLER HEAD TYP. BASEMENT INSULATION DETAIL SCALE NONE Hydraulic Information A OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 512.00ft= TOTAL HEADS FLOWING 2 K -FACTOR. 4.9 TOTAL WATER REQUIRED 26.39 TOTAL. PRESSURE REQUIRED 46.909 BASE of RISER (gpm) 26.39 BASE of RISER, (psi) 46.909 SAFETY MARGIN (psi) +73.088 (60.9% Hydraulic Information B OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 512.00ftZ TOTAL, HEADS FLOWING 2 K -FACTOR 4.9 TOTAL WATER REQUIRED 26.41 TOTAL. PRESSURE REQUIRED 47.271 BASE of RISER (gpm) 26.41 BASE of RISER (psi) 47.271 SAFETY MARGIN (psi) +72.726 (60.6%) Hydraulic Information C OCCUPANCY CLASSIFICATION Residential DENSITY 0.050gpm/ft2 for 324.00ft2 TOTAL HEADS FLOWING 1 K -FACTOR 4.9 TOTAL, WATER REQUIRED 20.02 TOTAL PRESSURE REQUIRED 47.926 BASE of RISER (gpm) 20.02 BASE of RISER (psi) 47.926 SAFETY MARGIN (psi) +72.072. (60.1%) CLOUD A: DENOTES 2 MOST DEMANDING HEADS IN A SINGLE COMPARTMENT CALCULATED AT 16'-O" X 16-0" SPACING. CLOUD B DENOTES HEADS TO BE USED FOR FUNC I ZONAL FLOW TEST, WHICH HAVE A COMPARABLE DEMAND TO THE ACTUAL TWO MOST DEMANDING HEADS IN A SINGLE COMPARTMENT AT 16-0" X 16'-O" MAX. SPACING. TEST HEADS HAVE BEEN CHOSEN FOR SAFE ACCESS. CLOUD C DENOTES THE MOST REMOTE HEAD, CALCULATED AT 2O' -O" X 20'_0" SPACING. DRAWING NO. rinkler Legend N ci. E. c. Tyco LFII QR. White Conc. Res. Pendant K=4.9 Total Heads For Project: Ln 00 • State License Parcel: 334740-0881 A. BALDONADO. LL! LLI ° 03 00 rn I--1 LU• LL.I c�. b - f.9 cv 0 Zr