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HomeMy WebLinkAboutPP - 14419 45TH LN S - RESIDENCE - PERMITS AND PLANS14419 45TH LN S ASSOCIATED PERMITS 17-S-247 D17-0081 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / b� Sprinklers:cz) Date: /Oki/ f Type of Inspection: Address: 1 Suite #: 1 4' � 9 4_54,, L� Contact Perso : Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers:cz) Date: /Oki/ f Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j.,, __ Date: /Oki/ f IHrs.: 1 $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. IF. D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7—S— 07-Y8 711- ou% PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: // l a / 47)14,4 /C�l'l7/''J, Typeg of Inspectio o — vvd �� �v Address: 131 Suite #: / Y WI1-(5-c_ / Contact Person: 2o s . i7set /G �A-r (/3 is del pes raj Special Instructions: Occupancy Type: Phone No.: QIP- II) COVec Approved per applicable codes. FlCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: (t.7S gic/e,/ -/-ta,- — 2 h. fi, kev#0,25 2o s . i7set /G �A-r (/3 is del pes raj Permits: Occupancy Type: QIP- II) COVec — - fAss — n4 e -z , oc fro . ms — Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: jjk, Ms -3 Date: 2/7//g 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 DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf LJ EVERGREEN FIRE PROTECTION, INC. 10509 64th AVENUE E PUYALLUP,WA 98373 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR Lot 5 Multani Tukwilla 14419 45th lane south Date: 12/17/2017 File No: Data File Name: 3 lots Multani Tukwills.rdf SPRINKLER SPACING Page 1 256.0 sq. ft./spklr.(max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0612 RFC43 Fl Conc .Pend.(16x16) K=4.30 Calculated K Factor for Arm -Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.26 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm -Over: K=4.25 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC S-40 HWC: 150 WATER SUPPLY Source: Public Test Date: By: Static: 60.0 psi Resid: 0.0 psi Flow: 0.0 gpm Public Main Size: 0 in Domestic Demand: 0.0 gpm at node number 0 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 9.3 1 13.0 60.0 32.2 2 13.0 9.3 1 26.3 60.0 41.2 REVIEWING AUTHORITY City of Tukwilla DATE:,12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf WATER SUPPLY CURVE 60.0 CA CC 54.0 P 48.0 R E S S U R E P S I 42.0 36.0 CB 30.0 24.0 18.0 12.0 6.0 CD Page 2 0.0 1 1 1 1 I 1 1 1 1 I 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 60.0 psi (fixed pressure) (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply 60.0 psi @ 13.0 gpm B = Required Water Supply 32.2 psi @ 13.0 gpm C = Available Water Supply 60.0 psi @ 26.3 gpm D = Required Water Supply 41.2 psi @ 26.3 gpm DATE:•12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 3 RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 1 Sprinkler Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 20.0 K= 4.26 9.3 3 20.0 10.1 4 20.0 11.9 5 10.0 16.6 6 10.0 16.8 7 0.0 21.6 8 0.0 26.6 9 0.0 27.1 10 0.0 SOURCE 32.2 2 20.0 10.1 13.0 Pipe Tag K-fac AF AF to L C (Pt) Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 4.26 2R: 2 20.00 150 10.1 3 20.0 10.1 13.0 Disch 1.000 B: 5 7.00 0.0 1 20.0 9.3 13.0 1.101 27.00 0.031 0.8 Pipe: 3 0.00 B: 5 36.00 150 11.9 4 20.0 11.9 13.0 1 1.000 2L:10 20.00 0.0 3 20.0 10.1 13.0 1.101 5R: 5 56.00 0.031 1.7 Pipe: 4 0.00 10.00 150 16.6 5 10.0 16.6 13.0 3 1.000 B: 5 5.00 4.3 4 20.0 11.9 13.0 1.101 15.00 0.031 0.5 Pipe: 5 0.00 1.00 150 16.8 6 10.0 16.8 13.0 4 1.000 B: 5 5.00 0.0 5 10.0 16.6 13.0 1.101 6.00 0.031 0.2 Pipe: 6 0.00 10.00 150 21.6 7 0.0 21.6 13.0 5 1.000 3R: 3 3.00 4.3 6 10.0 16.8 13.0 1.101 13.00 0.031 0.4 Pipe: 7 0.00 1.00 150 26.6 8 0.0 26.6 13.0 6 1.000 0.00 0.0 7 0.0 21.6 13.0 1.101 1.00 0.031 5.0 Fixed Pressure Loss Device: 5.00 psi Pipe: 8 0.00 80.00 150 27.1 9 0.0 27.1 13.0 7 1.500 4L:28 28.00 0.0 8 0.0 26.6 13.0 1.598 108.00 0.005 0.5 Pipe: 9 SOURCE 1.00 150 32.2 10 0.0 32.2 13.0 8 1.000 0.00 0.0 9 0.0 27.1 13.0 1.101 1.00 0.031 5.0 Fixed Pressure Loss Device: 5.00 psi Pipe: 10 0.00 5.00 150 10.1 3 20.0 10.1 0.0 1.000 B: 5 5.00 0.0 DATE: 12/17/2017 C:\HASS CALCS\3 lots Multani Tukwills.rdf Page 4 2 20.0 10.1 0.0 1.101 10.00 0.000 0.0 RESULTS OF ANALYSIS NFPA NODE & PIPE DATA 2 Sprinklers Flowing Node Tag Elevation Node Type Pressure Discharge Notes (FT) (PSI) (GPM) 1 20.0 K= 4.26 9.3 3 20.0 10.1 4 20.0 16.5 5 10.0 22.5 6 10.0 23.2 7 0.0 29.0 8 0.0 34.1 9 0.0 36.1 10 0.0 SOURCE 41.2 2 20.0 K= 4.26 9.8 13.0 13.3 Pipe Tag K-fac AF AF to L C (Pt) Frm Node El (ft) PT (q) node/ Nom ID Fit F (Pe) Notes To Node El (ft) PT TF(Q) disch Act ID T FL/FT (Pf) Pipe: 1 4.26 2R: 2 20.00 150 10.1 3 20.0 10.1 13.0 Disch 1.000 B: 5 7.00 0.0 1 20.0 9.3 13.0 1.101 27.00 0.031 0.8 Pipe: 3 0.00 13.3 2 B: 5 36.00 150 16.5 4 20.0 16.5 13.0 1 1.000 2L:10 20.00 0.0 3 20.0 10.1 26.3 1.101 5R: 5 56.00 0.113 6.3 Pipe: 4 0.00 10.00 150 22.5 5 10.0 22.5 26.3 3 1.000 B: 5 5.00 4.3 4 20.0 16.5 26.3 1.101 15.00 0.113 1.7 Pipe: 5 0.00 1.00 150 23.2 6 10.0 23.2 26.3 4 1.000 B: 5 5.00 0.0 5 10.0 22.5 26.3 1.101 6.00 0.113 0.7 Pipe: 6 0.00 10.00 150 29.0 7 0.0 29.0 26.3 5 1.000 3R: 3 3.00 4.3 6 10.0 23.2 26.3 1.101 13.00 0.113 1.5 Pipe: 7 0.00 1.00 150 34.1 8 0.0 34.1 26.3 6 1.000 0.00 0.0 7 0.0 29.0 26.3 1.101 1.00 0.113 5.1 Fixed Pressure Loss Device: 5.0 psi Pipe: 8 0.00 80.00 150 36.1 9 0.0 36.1 26.3 7 1.500 4L:28 28.00 0.0 8 0.0 34.1 26.3 1.598 108.00 0.018 2.0 Pipe: 9 SOURCE 1.00 150 41.2 10 0.0 41.2 26.3 8 1.000 0.00 0.0 9 0.0 36.1 26.3 1.101 1.00 0.113 5.1 Fixed Pressure Loss Device: 5.0 psi DATE! 12/17/2017 C:\HASS CALCS\3 lots Multani Pipe: 10 3 20.0 2 20.0 4.26 10.1 9.8 Legend: PT - Total Pressure at Node F1 - Flow rate (gpm) L - Pipe Length F - Fitting Length T - Total Length of Pipe 13.3 Disch 13.3 Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, The maximum velocity of water at 4.38 ft/s with 1 sprinkler The maximum velocity of water at 8.88 ft/s with 2 sprinklers PIPE FITTINGS TABLE Pipe Table Name: standard.npt Tukwills.rdf 5.00 150 1.000 B: 5 5.00 1.101 10.00 0.032 C - Hazen -Williams Coefficient FL/FT - Friction Loss per Foot Pt - Total Pressure Loss Pe - Elevation Pressure Loss Pf - Friction Pressure Loss R=TeeRun, flow occurs flowing. flow occurs flowing. C=Couplg, in pipe PAGE: C MATERIAL: CPVC S-40 HWC: 150 Diameter Equivalent Fitting Lengths (in) E L B R C 45 Ell 90 Ell TeeBch TeeRun Couplg 1.101 1.00 5.00 5.00 1.00 1.00 1.598 2.00 7.00 8.00 1.00 1.00 Page 5 10.1 0.0 0.3 S=SwgChk, G=GatVly, X= X, Y= 2 in pipe 6 in Feet S G X Y SwgChk GatV1v X Y 8.00 2.00 0.00 0.00 14.00 3.00 0.00 0.00 0.,. 0.00 A negative value for flow rate indicates the direction of flow is from the second pipe n A Fixed Pressure Loss Device calcualtes as a positive friction loss A Fire Pump calculates as a negative friction loss Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.7.0 computer program (License No. R609099990) to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.05 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 41.2 psi and a 7 minute flow of 184 gal. and a 10 minute flow of 263.5 gallons. The minimum pressure at any node is 9.3 psi at node 1. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 ALL PIPE TO BE 1 "CPUC U\LESS OTHf_WISE NOTED. SPRINKLER COVERAGE TO BE 1 C>': X 16' 8' MAX OFF WALLS WITH 2 SPRINKLERS 0V0WITHIN THE COVPARTIVENT 9' MAX OFF WALLS WERE A SINGLE S THE CO\IPARTME\T INSULATION INSULATION (s) PRESSURE GAUGE TING DETAIL TO SYSTEM SSRI NTS DRAIN VALVE FI\ <LEP COVERS FLOW SWITCH (WIRE TO OUTSIDE BELL) ti DRAIN PIPED TO EXTERIOR 1" AMES 2000B BACKFLOW PREVEN TLR To domestic piping 0> 1.5" 80' R RISLI 1 WATER METER General Notes 1. OWNER TO PROVIDE ADEQUATE HEAT (40'F. MIN) TO PREVENT SPRINKLER PIPES FROM FREEZING. 2. OWNER TO PROVIDE HARD WIRED HOME SMOKE DETECTION SYSTEM. 3. CPVC PIPE SHALL HAVE HANGERS 6'—O" c\c AND NOT MORE THAN 6" FROM ANY SPRINKLER HEAD. 4. ALL ATTIC PIPING TO BE TENTED WITH BATT INSULATION TO PREVENT FREEZING. GREAT ROOM NOOK • KIT 9I\1 \G 0-11 0 PANTRI TO UPPER FLOOR r PINKLER RISER VAI\ Sprinkler Symbol Legend FLOOR 1/4"-=-1'-o” DLA\ o �C BE9O0 CLOSET I '2:2.: __r..__....___, , , ---- ^ 11 11 �1 I' I ,, i • v )6,,TEST HEADS ( B BI -3R00 i BAT UP FROM MAIN FLOOR B i I 4 3R00M II II ' s i Il i! t I I II !I I! I�! MEDIA ROOM ` 0, '%%%/'.///%/l;:i7,4;We/%/i%'%/moi A SLA\ 1/4"= l'-0" lot 2 south lot 3 south 14407 45th lane Tukwila 14411 45th lane Tukwila Lot 5 14419 45th south Tukwila. O Without Comments 'W As Noted in Red O Per The Attached Letter These plans have been reviewecity The Tukwila Fire Prevention Bureau fo r,7, on fo rm a n ce with current City standards. Acceoti.70, subject. to errors and omissIons which do ,-.4.,if.:norize violations of adopted standards and ordlrianc, 'file responsibility for the adecroacY of de-sc•Th 'tot:* witil the designer. Additions, deletio to Mese drawings after this ci;..41: and will require a resubattai for subsequent approval. Final acceb120::: The Tukwia and inspection by )4- 14 14ko revii TUKWILA FIRE DEPARTMENT' glya this Fira Permit No. and addrem 'for shut - PAID FTC 18 2017 TUKWILA FIRE,„ ane Stamp WASHINGTON ST TE CERTIFICATE OP COMP CY FIRE PROTECTION SPRINKLER MEMO Michael D. Hutchinson 1166-0599.13G Level 2 Evergreen Fire EVEiAit; lit itljnature Date 12131/17 SYM SPRINKLER ORIFICE SIZE, TYPE & FINISH QUAN TEMP K FACTOR • RELIABLE RFC 43 16'x16' 2 head flow requirement 26 GPM 9.6 psi 25 155' 4.3 RELIABLE F1 RES 49 16'x16' FLOW REQUIREMENT 26 GPM © 9.6 psi RELIABLE F1 RES 44 SIDEWALL 16' X 20' VICTAULIC DRY UPRIGHT 155' 2 4.9 4.4 5.6 155' 5.6 TOTAL 27 EVEGEE\ FRE POTECTIO\ I\C. PO BOX 998 Puyallup, WA 98371 Phone: (253) 252-7942 DRAWN: MH SHEET: 1 OF1 Sheet Title \F/6\ 13D Lot 5 FRE Vulcnti A Job Title /119 /15th lcn TuKwi c, Wc south 14419 45 LN S