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PP - 11604 40TH AVE S - MOUTAFOV - PERMITS AND PLANS
11604 40TH AVE S ASSOCIATED PERMITS 18-5-059 D17-0053 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.: 7.3 y 0 60 - O/ - (2 Site Address: / /�' O S' Y01/ /91..4••— - Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 4, S P� V /Vo U %>'v V 19A/7-0 e7 2 /.7'O ci �.�D �'o✓c; Mailing Address: /11y o 6' � �3�yP- .S • 'i Cf2 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ..S/e 4 ee ' "0 ci Day Telephone: Company Name: �i ,E' l0 �O-� J®9 �-✓ �� G Mailing Address: /--5 / s' O 6 // l9yr • ><- e52 - City State Zip E-mail Address: .01--,4r,' �'�'- � • G L C -0 ,-Q e io." Fax Number: Contractor's City of Tukwila NICET III number: Business License number: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 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 writing 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 OWNER 4 UTHORIZF,D Signature: Print Name: 5" O.". "0 t/ /7"0 O t/ Plan Permit App.doc Day Telephone: Date: i9 y47/'c „20 - 2 - 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: moviihevy Sprinklers: i n: Type of Inspet Address: i a4,4.6 I L/ve,Suite Contact Person: Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: /49pirli•Zi7t/L-11-) Needs Shift Inspe ;��• Sprinklers: Date: Fire Alarm: '� Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy pe: �I Inspector: Iiiipp4 Date: • ` . IHrs.: $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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit I�1-► 00s3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 06-575-4407 Project:Type / �O a���� V of Insp ion: Address:� --- Suite #: `/60 y Vo /14 Contact Person. Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ir.S72 wiz/ SS Dg_ -fo Cavar Needs Shift Inspection: PO Sprinklers:( Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,-7 3 Date: �T7z7, $ Hrs.: /.- 6 $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 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 f)4 Project: ^ dvr-v Sprinklers: Icer-- r- ,P),LS5 ed (g 5ce,( sjSec ciz t Type of Insp ions � s,-) Address: ! 1 �D 4.. Suite #: ! 4_ / G if Contact Person: Special Instructions: -4-6-d' ?-- c_reAf 4i fi=r/',isle 2cf 6s71---4-64-e?-- Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Sprinklers: Icer-- r- ,P),LS5 ed (g 5ce,( sjSec ciz t 1 v -r- 2D tI6'n5 , 5 Pre -Fire: 5pr n/la�� 50-,J6 - d lc Occupancy Type: - N6 6-eAre-12-) NEF-D, TnartA, -012-- 13/ PC /Al 61-177C- -4-6-d' ?-- c_reAf 4i fi=r/',isle 2cf 6s71---4-64-e?-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: 0 Pre -Fire: Permits: Occupancy Type: Inspector: Date: --/2.2/1 g) 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 WASHINGTON STATE S CERTIFICATE OF COMuETE CT FIRE PROTECTION SPRINKLER SYSTEMS Bill Brian Belknap = 6642-0508-A Levels = Rainier View Plumbing & Rooter. ter. LLC R NIVR94 sF S 1.••••••••• sow DESIGN SER A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name : MOUTAFOV - One Head Calculation (H.30) Drawing : RESIDENTIAL Location : 11604 40TH AVENUE SOUTH TUKWILA WA 98168 Remote Area 1 Contract : 180423-01 Data File : 180423-01 Moutafov.wxl Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 MOUTAFOV - One Head Calculation (H.30) Date 4/26/2018 HYDRAULIC DESIGN INFORMATION SHEET Name - MOUTAFOV Location - TUKWILA WA 98168 Building - RESIDENTIAL Contractor - RAINIER VIEW Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 4-23-2018 System No. - 1 Contract No. - 180423-01 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 17 Listed Pres at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 108 G Note: N Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 55.47 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C 0 0 0 N NV v) 4- a) W a0 O M c 0 i7 t0 7 0 c0 6 0 c -0 co a) 8_ a)c co 0 c)> 0< X I - a0 a) `"c 3N --E o�-ca) cLLa c0 c �CO EEEE• ) raa)a)ocum Lu co co a/.04, cTNN Orr) 1p ap000100) E a) 0 0 OLOO 0)0000 7 223 00 (/).... (4aa AD" TO TO ' 0 • tfl cn2)0)) ,..coma' CO s- CSICN0 0 a 0 a 0 O in Nr CC) N O 0 0 0 00 0 0 0 0 0 o) CO r- to to t' M N a x w CO cn n a w 0 10 1- 0 0 co 0 N 0 0 N 0 1.00 0 0 LO Fittings Used Summary co O C0 aCtN o) ao 0 M c 0 •0 f0 0U c N O 8_ 'Z • c O 0)> ▪ o• Q a2 CV r M N r(prr00 0 r 0 gun. - a- 00 �[) 0 a- a- r a r 0 0 0 O l- a- 'Cr CO CO 0 0 .-vwa000 u rcnfa- I's 00 n 0 .-Nc0000 N 0 r N i)tf) 00 CO to r r at 01 0 0 act 0 r r M M 0 0 N 10 r r N N 0 0 O O r .- N N 0 0 n r CO r r 0 0 t() rlas r r 00 N r(0rr00 N r et r OrN rMrOO)`ct r Nr tO 1- (V r r N r r N r (V r M N a- i a._ WoF- Units Summary L V w C 3 C ocn a N C Q O ( Toa a)to'c ALL DQ° • w c ▪ N c c CO 43) E Windham N.H. USA 03087 0 O Computer Programs by Hydratec Flow Summary - NFPA 2007 A-PEX Design Services Inc. MOUTAFOV - One Head Calculation (H.30) Page 4 Date 4/26/2018 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 55.473 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.30 108.0 T.43 108.0 T.44 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.42 108.0 H.26 108.0 T.40 108.0 T.41 116.0 H.23 116.0 H.27 116.0 H.29 116.0 H.28 116.0 T.45 116.0 H.25 108.0 T.39 108.0 T.37 108.0 T.38 116.0 H.24 116.0 H.19 108.0 H.9 108.0 H.1 108.0 H.2 108.0 H.10 108.0 H.8 108.0 T.34 108.0 T.32 116.0 H.6 116.0 H.11 116.0 H.12 116.0 H.21 116.0 H.16 116.0 H.14 116.0 H.18 108.0 T.36 108.0 H.17 108.0 H.20 108.0 H.7 108.0 H.4 116.0 4.9 12.03 17.0 21.48 21.55 23.55 40.52 41.18 53.05 55.47 21.48 21.49 21.49 18.03 18.03 18.04 18.04 18.04 18.04 21.49 21.49 21.49 18.04 18.04 21.49 21.49 21.49 21.49 21.49 21.49 21.49 18.03 18.03 18.03 18.03 18.03 18.03 18.03 21.49 21.49 21.49 21.49 21.49 18.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. MOUTAFOV - One Head Calculation (H.30) Page 5 Date 4/26/2018 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.31 H.3 H.5 T.35 H.15 H.22 116.0 116.0 116.0 116.0 116.0 116.0 18.03 18.03 18.03 18.03 18.03 18.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 MOUTAFOV - One Head Calculation (H.30) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.30 17.00 0.862 Utb 17.0 41.000 12.030 to 150.0 Utr 2.0 16.000 0.0 T.43 17.0 0.1658 0.0 57.000 9.450 K Factor = 4.90 Vel = 9.35 T.43 -1.12 1.244 Utr 2.0 1.000 21.480 to 150.0 0.0 2.000 0.0 T.44 15.88 0.0247 0.0 3.000 0.074 Vel = 4.19 T.44 1.12 1.244 T 3.443 6.000 21.554 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0277 0.0 9.443 0.262 Vel = 4.49 S.1 0.0 1.244 2E 3.443 5.000 23.548 to 150.0 0.0 3.443 16.732 PRV 17.0 0.0278 0.0 8.443 0.235 * * Fixed Loss = 15 Vel = 4.49 PRV 0.0 1.244 2E 3.443 20.000 40.515 to 150.0 C 0.43 3.873 0.0 CPL 17.0 0.0278 0.0 23.873 0.663 Vel = 4.49 CPL 0.0 1.61 2E 12.089 225.000 41.178 to 150.0 0.0 12.088 10.000 MTR 17.0 0.0079 0.0 237.088 1.876 * * Fixed Loss = 10 Vel = 2.68 MTR 0.0 0.995 E 2.336 20.000 53.054 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 55.473 K Factor = 2.28 T.43 1.11 1.244 Utr 2.0 4.000 21.480 to 150.0 0.0 2.000 0.0 T.42 1.11 0.0002 0.0 6.000 0.001 Vel = 0.29 T.42 -0.56 0.862 Utb 17.0 9.000 21.481 to 150.0 0.0 14.000 0.0 H.26 0.55 0.0003 0.0 23.000 0.007 Vel = 0.30 H.26 0.0 0.862 Utr 2.0 3.000 21.488 to 150.0 0.0 2.000 0.0 T.40 0.55 0.0002 0.0 5.000 0.001 Vel = 0.30 T.40 -0.16 0.862 2Utb 34.0 11.000 21.489 to 150.0 0.0 28.000 -3.465 T.41 0.39 0.0002 0.0 39.000 0.006 Vel = 0.21 T.41 0.04 0.862 Utr 2.0 4.000 18.030 to 150.0 0.0 2.000 0.0 H.23 0.43 0.0002 0.0 6.000 0.001 Vel = 0.24 H.23 0.0 0.862 Utr 2.0 18.000 18.031 to 150.0 0.0 2.000 0.0 H.27 0.43 0.0002 0.0 20.000 0.004 Vel = 0.24 H.27 0.0 0.862 Utr 2.0 17.000 18.035 to 150.0 0.0 2.000 0.0 H.29 0.43 0.0002 0.0 19.000 0.003 Vel = 0.24 H.29 0.0 0.862 0.0 17.000 18.038 to 150.0 0.0 0.0 0.0 H.28 0.43 0.0002 0.0 17.000 0.004 Vel = 0.24 H.28 0.0 0.862 Utr 2.0 10.000 18.042 to 150.0 0.0 2.000 0.0 T.45 0.43 0.0002 0.0 12.000 0.002 Vel = 0.24 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MOUTAFOV - One Head Calculation (H.30) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.45 0.68 0.862 2Utb 34.0 14.000 18.044 to 150.0 0.0 28.000 3.465 T.44 1.11 0.0011 0.0 42.000 0.045 Vel = 0.61 0.0 1.11 21.554. K Factor = 0.24 T.42 0.57 0.862 Utb 17.0 2.000 21.481 to 150.0 0.0 14.000 0.0 H.25 0.57 0.0003 0.0 16.000 0.005 Vel = 0.31 H.25 0.0 0.862 Utr 2.0 9.000 21.486 to 150.0 0.0 2.000 0.0 T.39 0.57 0.0003 0.0 11.000 0.003 Vel = 0.31 T.39 0.0 0.862 Utr 2.0 2.000 21.489 to 150.0 0.0 2.000 0.0 T.37 0.57 0.0005 0.0 4.000 0.002 Vel = 0.31 T.37 -0.11 0.862 2Utb 34.0 14.000 21.491 to 150.0 0.0 28.000 -3.465 T.38 0.46 0.0002 0.0 42.000 0.009 Vel = 0.25 T.38 0.22 0.862 Utr 2.0 11.000 18.035 to 150.0 0.0 2.000 0.0 H.24 0.68 0.0004 0.0 13.000 0.005 Vel = 0.37 H.24 0.0 0.862 Utr 2.0 6.000 18.040 to 150.0 0.0 2.000 0.0 T.45 0.68 0.0005 0.0 8.000 0.004 Vel = 0.37 0.0 0.68 18.044 K Factor = 0.16 T.40 0.16 0.862 Utr 2.0 10.000 21.489 to 150.0 0.0 2.000 0.0 H.19 0.16 0.0 0.0 12.000 0.0 Vel = 0.09 H.19 0.0 0.862 Utr 2.0 15.000 21.489 to 150.0 0.0 2.000 0.0 H.9 0.16 0.0001 0.0 17.000 0.001 Vel = 0.09 H.9 0.0 0.862 Utr 2.0 10.000 21.490 to 150.0 0.0 2.000 0.0 H.1 0.16 0.0 0.0 12.000 0.0 Vel = 0.09 H.1 0.0 0.862 Utr 2.0 11.000 21.490 to 150.0 0.0 2.000 0.0 H.2 0.16 0.0001 0.0 13.000 0.001 Vel = 0.09 H.2 0.0 0.862 Utr 2.0 9.000 21.491 to 150.0 0.0 2.000 0.0 H.10 0.16 0.0 0.0 11.000 0.0 Vel = 0.09 H.10 0.0 0.862 0.0 18.000 21.491 to 150.0 0.0 0.0 0.0 H.8 0.16 0.0 0.0 18.000 0.0 Vel = 0.09 H.8 0.0 0.862 Utr 2.0 2.000 21.491 to 150.0 0.0 2.000 0.0 T.34 0.16 0.0002 0.0 4.000 0.001 Vel = 0.09 T.34 0.10 0.862 2Utb 34.0 18.000 21.492 to 150.0 0.0 28.000 -3.465 T.32 0.26 0.0001 0.0 46.000 0.003 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MOUTAFOV - One Head Calculation (H.30) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.32 to H.6 -0.04 0.22 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 7.000 2.000 9.000 18.030 0.0 0.001 Vel = 0.12 H.6 to H.11 0.0 0.22 0.862 150.0 0.0 Utr 2.0 0.0 0.0 10.000 2.000 12.000 18.031 0.0 0.0 Vel = 0.12 H.11 to H.12 0.0 0.22 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 11.000 2.000 13.000 18.031 0.0 0.001 Vel = 0.12 H.12 to H.21 0.0 0.22 0.862 150.0 0.0 Utr 2.0 0.0 0.0 18.000 2.000 20.000 18.032 0.0 0.001 Vel = 0.12 H.21 to H.16 H.16 to H.14 H.14 to T.38 0.0 0.22 0.862 150.0 0.0001 0.0 0.0 0.0 15.000 0.0 15.000 18.033 0.0 0.001 Vel = 0.12 0.0 0.22 0.862 150.0 0.0 Utr 2.0 0.0 0.0 9.000 2.000 11.000 18.034 0.0 0.0 Vel = 0.12 T.37 to H.18 0.0 0.22 0.0 0.22 0.10 0.1 0.862 150.0 0.0001 Utr 2.0 0.0 0.0 5.000 2.000 7.000 18.034 0.0 0.001 Vel = 0.12 18.035 K Factor = 0.05 0.862 150.0 0.0 Utr 2.0 0.0 0.0 1.000 2.000 3.000 21.491 0.0 0.0 Vel = 0.05 H.18 to T.36 0.0 0.1 0.862 150.0 0.0 Utr 2.0 0.0 0.0 10.000 2.000 12.000 21.491 0.0 0.0 Vel = 0.05 T.36 to H.17 H.17 to H.20 0.0 0.1 0.862 150.0 0.0 Utr 2.0 0.0 0.0 6.000 2.000 8.000 21.491 0.0 0.0 Vel = 0.05 0.0 0.1 0.862 150.0 0.0 0.0 0.0 0.0 12.000 0.0 12.000 21.491 0.0 0.0 Vel = 0.05 H.20 0.0 0.862 Utr 2.0 18.000 21.491 to 150.0 0.0 2.000 0.0 H.7 0.1 0.0 0.0 20.000 0.0 Vel = 0.05 H.7 0.0 0.862 Utr 2.0 10.000 21.491 to 150.0 0.0 2.000 0.0 T.34 0.1 0.0001 0.0 12.000 0.001 Vel = 0.05 0.0 0.10 21.492 K Factor = 0.02 T.32 to H.4 H.4 to T.31 0.04 0.04 0.862 150.0 0.0 Utr 2.0 0.0 0.0 2.000 2.000 4.000 18.030 0.0 0.0 Vel = 0.02 0.0 0.04 0.862 150.0 0.0 0.0 0.0 0.0 4.000 0.0 4.000 18.030 0.0 0.0 Vel = 0.02 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MOUTAFOV - One Head Calculation (H.30) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.31 0.0 0.862 Utr 2.0 3.000 18.030 to 150.0 0.0 2.000 0.0 H.3 0.04 0.0 0.0 5.000 0.0 H.3 0.0 0.862 Utr 2.0 9.000 18.030 to 150.0 0.0 2.000 0.0 H.5 0.04 0.0 0.0 11.000 0.0 Vel = 0.02 Vel = 0.02 H.5 0.0 0.862 Utr 2.0 12.000 18.030 to 150.0 0.0 2.000 0.0 T.35 0.04 0.0 0.0 14.000 0.0 Vel = 0.02 T.35 0.0 0.862 Utr 2.0 6.000 18.030 to 150.0 0.0 2.000 0.0 H.15 0.04 0.0 0.0 8.000 0.0 Vel = 0.02 H.15 0.0 0.862 Utr 2.0 10.000 18.030 to 150.0 0.0 2.000 0.0 H.22 0.04 0.0 0.0 12.000 0.0 H.22 0.0 0.862 Utr 2.0 2.000 18.030 to 150.0 0.0 2.000 0.0 T.41 0.04 0.0 0.0 4.000 0.0 Vel = 0.02 Vel = 0.02 0.0 0.04 18.030 K Factor = 0.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SVSTEML Bill Brian Belknap 6642-0508-A Levell Rainier View Plumbing & Rooter, LLC IVR94 F a A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name Drawing Location Remote Area Contract Data File : MOUTAFOV - Two Head Calculation (H.15 & H.22) : RESIDENTIAL : 11604 40TH AVENUE SOUTH TUKWILA WA 98168 1 : 180423-01 : 180423-01 Moutafov.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 MOUTAFOV Two Head Calculation (H.15 & H.22) Date 4/26/2018 HYDRAULIC DESIGN INFORMATION SHEET Name - MOUTAFOV Location - TUKWILA WA 98168 Building - RESIDENTIAL Contractor - RAINIER VIEW Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E M Listed Flow at Start Point - 13 Date - 4-23-2018 System No. - 1 Contract No. - 180423-01 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling (X)NFPA 13D Made by Date Listed Pres. at Start Point - 7.04 D E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: Psi x 16 0 116 Gpm Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.1289 Summary C -Factor Used: Psi Required 56.32 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Fittings Used Summary r M N • (0'.-00 o.-0 • (r) .— ' 00 (() O .- .- s ' 0) 0 0 0 • v0)0)00 .-Mnn00 N. 0 • N (0 (O 00 N 0 .- N (n (0 0 0 OO LL') �.- 'M 00 O • M 00 N (n • N N 0 0 n O N .—(0 ''00 0n , (0 T- T- N .-sr — OO .-N s- 01 — (00)sr .- N s- s- Cl C) U 3 > c O>co CL ._ .0 d' N co " o • o r X X oc 61)N 2•F o as U. 3 315 ZD 0rn CCQQ a- 0wC -» Units Summary FIo* Summary - NFPA 2007 A-PEX Design Services Inc. MOUTAFOV - Two Head Calculation (H.15 & H.22) Page 4 Date 4/26/2018 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.13 56.317 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 116.0 T.35 116.0 H.5 116.0 H.3 116.0 T.31 116.0 H.4 116.0 T.32 116.0 T.34 108.0 H.7 108.0 H.20 108.0 H.17 108.0 T.36 108.0 H.18 108.0 T.37 108.0 T.39 108.0 H.25 108.0 T.42 108.0 T.43 108.0 T.44 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.22 116.0 T.41 116.0 T.40 108.0 H.26 108.0 H.23 116.0 H.27 116.0 H.29 116.0 H.28 116.0 T.45 116.0 H.6 116.0 H.11 116.0 H.12 116.0 H.21 116.0 H.16 116.0 H.14 116.0 T.38 116.0 H.8 108.0 H.10 108.0 4.9 4.9 7.04 7.45 8.16 8.72 8.98 9.18 9.39 13.57 13.71 13.94 14.08 14.17 14.31 14.34 14.49 14.9 15.49 15.67 15.76 18.08 35.33 36.8 50.96 56.32 7.18 7.85 13.61 13.95 8.07 8.78 9.47 10.08 10.51 9.5 9.65 9.82 10.08 10.27 10.41 10.5 13.57 13.58 13.0 13.13 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. MOUTAFOV - Two Head Calculation (H.15 & H.22) Page 5 Date 4/26/2018 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.1 H.9 H.19 H.24 108.0 108.0 108.0 108.0 116.0 13.58 13.59 13.6 13.6 10.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 MOUTAFOV - Two Head Calculation (H.15 & H.22) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.15 8.99 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.35 8.99 0.0510 0.0 8.000 0.408 K Factor = 4.90 Vel = 4.94 T.35 0.0 0.862 Utr 2.0 12.000 7.448 to 150.0 0.0 2.000 0.0 H.5 8.99 0.0510 0.0 14.000 0.714 Vel = 4.94 H.5 0.0 0.862 Utr 2.0 9.000 8.162 to 150.0 0.0 2.000 0.0 H.3 8.99 0.0511 0.0 11.000 0.562 Vel = 4.94 H.3 0.0 0.862 Utr 2.0 3.000 8.724 to 150.0 0.0 2.000 0.0 T.31 8.99 0.0510 0.0 5.000 0.255 Vel = 4.94 T.31 0.0 0.862 0.0 4.000 8.979 to 150.0 0.0 0.0 0.0 H.4 8.99 0.0510 0.0 4.000 0.204 Vel = 4.94 H.4 0.0 0.862 Utr 2.0 2.000 9.183 to 150.0 0.0 2.000 0.0 T.32 8.99 0.0510 0.0 4.000 0.204 Vel = 4.94 T.32 -4.25 0.862 2Utb 34.0 18.000 9.387 to 150.0 0.0 28.000 3.465 T.34 4.74 0.0156 0.0 46.000 0.717 Vel = 2.61 T.34 -0.72 0.862 Utr 2.0 10.000 13.569 to 150.0 0.0 2.000 0.0 H.7 4.02 0.0116 0.0 12.000 0.139 Vel = 2.21 H.7 0.0 0.862 Utr 2.0 18.000 13.708 to 150.0 0.0 2.000 0.0 H.20 4.02 0.0116 0.0 20.000 0.231 Vel = 2.21 H.20 0.0 0.862 0.0 12.000 13.939 to 150.0 0.0 0.0 0.0 H.17 4.02 0.0115 0.0 12.000 0.138 Vel = 2.21 H.17 0.0 0.862 Utr 2.0 6.000 14.077 to 150.0 0.0 2.000 0.0 T.36 4.02 0.0115 0.0 8.000 0.092 Vel = 2.21 T.36 0.0 0.862 Utr 2.0 10.000 14.169 to 150.0 0.0 2.000 0.0 H.18 4.02 0.0116 0.0 12.000 0.139 Vel = 2.21 H.18 0.0 0.862 Utr 2.0 1.000 14.308 to 150.0 0.0 2.000 0.0 T.37 4.02 0.0113 0.0 3.000 0.034 Vel = 2.21 T.37 3.53 0.862 Utr 2.0 2.000 14.342 to 150.0 0.0 2.000 0.0 T.39 7.55 0.0370 0.0 4.000 0.148 Vel = 4.15 T.39 0.0 0.862 Utr 2.0 9.000 14.490 to 150.0 0.0 2.000 0.0 H.25 7.55 0.0370 0.0 11.000 0.407 Vel = 4.15 H.25 0.0 0.862 Utb 17.0 2.000 14.897 to 150.0 0.0 14.000 0.0 T.42 7.55 0.0369 0.0 16.000 0.591 Vel = 4.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MOUTAFOV - Two Head Calculation (H.15 & H.22) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes T.42 10.42 1.244 Utr 2.0 4.000 15.488 to 150.0 0.0 2.000 0.0 T.43 17.97 0.0308 0.0 6.000 0.185 Vel = 4.74 T.43 0.0 1.244 Utr 2.0 1.000 15.673 to 150.0 0.0 2.000 0.0 T.44 17.97 0.0307 0.0 3.000 0.092 Vel = 4.74 T.44 8.16 1.244 T 3.443 6.000 15.765 to 150.0 0.0 3.443 1.732 S.1 26.13 0.0616 0.0 9.443 0.582 Vel = 6.90 S.1 0.0 1.244 2E 3.443 5.000 18.079 to 150.0 0.0 3.443 16.732 PRV 26.13 0.0616 0.0 8.443 0.520 * * Fixed Loss = 15 Vel = 6.90 PRV 0.0 1.244 2E 3.443 20.000 35.331 to 150.0 C 0.43 3.873 0.0 CPL 26.13 0.0615 0.0 23.873 1.469 Vel = 6.90 CPL 0.0 1.61 2E 12.089 225.000 36.800 to 150.0 0.0 12.088 10.000 MTR 26.13 0.0175 0.0 237.088 4.157 * * Fixed Loss = 10 Vel = 4.12 MTR 0.0 0.995 E 2.336 20.000 50.957 to 150.0 T 5.841 9.345 0.0 STR 26.13 0.1827 G 1.168 29.345 5.360 Vel = 10.78 0.0 26.13 56.317 K Factor = 3.48 H.15 4.01 0.862 Utr 2.0 10.000 7.040 to 150.0 0.0 2.000 0.0 H.22 4.01 0.0115 0.0 12.000 0.138 Vel = 2.20 H.22 13.13 0.862 Utr 2.0 2.000 7.178 to 150.0 0.0 2.000 0.0 T.41 17.14 0.1682 0.0 4.000 0.673 K Factor = 4.90 Vel = 9.42 T.41 -7.43 0.862 2Utb 34.0 11.000 7.851 to 150.0 0.0 28.000 3.465 T.40 9.71 0.0588 0.0 39.000 2.294 Vel = 5.34 T.40 0.71 0.862 Utr 2.0 3.000 13.610 to 150.0 0.0 2.000 0.0 H.26 10.42 0.0672 0.0 5.000 0.336 Vel = 5.73 H.26 0.0 0.862 Utb 17.0 9.000 13.946 to 150.0 0.0 14.000 0.0 T.42 10.42 0.0670 0.0 23.000 1.542 Vel = 5.73 0.0 10.42 15.488 K Factor = 2.65 T.41 7.43 0.862 Utr 2.0 4.000 7.851 to 150.0 0.0 2.000 0.0 H.23 7.43 0.0360 0.0 6.000 0.216 Vel = 4.08 H.23 0.0 0.862 Utr 2.0 18.000 8.067 to 150.0 0.0 2.000 0.0 H.27 7.43 0.0359 0.0 20.000 0.718 Vel = 4.08 H.27 0.0 0.862 Utr 2.0 17.000 8.785 to 150.0 0.0 2.000 0.0 H.29 7.43 0.0359 0.0 19.000 0.682 Vel = 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MOUTAFOV - Two Head Calculation (H.15 & H.22) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.29 0.0 0.862 0.0 17.000 9.467 to 150.0 0.0 0.0 0.0 H.28 7.43 0.0359 0.0 17.000 0.611 Vel = 4.08 H.28 0.0 0.862 Utr 2.0 10.000 10.078 to 150.0 0.0 2.000 0.0 T.45 7.43 0.0358 0.0 12.000 0.430 Vel = 4.08 T.45 0.73 0.862 2Utb 34.0 14.000 10.508 to 150.0 0.0 28.000 3.465 T.44 8.16 0.0427 0.0 42.000 1.792 Vel = 4.49 0.0 8.16 15.765 K Factor = 2.06 T.32 4.25 0.862 Utr 2.0 7.000 9.387 to 150.0 0.0 2.000 0.0 1-1.6 4.25 0.0128 0.0 9.000 0.115 Vel = 2.34 H.6 0.0 0.862 Utr 2.0 10.000 9.502 to 150.0 0.0 2.000 0.0 H.11 4.25 0.0127 0.0 12.000 0.153 Vel = 2.34 H.11 0.0 0.862 Utr 2.0 11.000 9.655 to 150.0 0.0 2.000 0.0 H.12 4.25 0.0128 0.0 13.000 0.166 Vel = 2.34 H.12 0.0 0.862 Utr 2.0 18.000 9.821 to 150.0 0.0 2.000 0.0 1-1.21 4.25 0.0128 0.0 20.000 0.256 Vel = 2.34 H.21 0.0 0.862 0.0 15.000 10.077 to 150.0 0.0 0.0 0.0 H.16 4.25 0.0127 0.0 15.000 0.191 Vel = 2.34 1-.16 0.0 0.862 Utr 2.0 9.000 10.268 to 150.0 0.0 2.000 0.0 H.14 4.25 0.0128 0.0 11.000 0.141 Vel = 2.34 H.14 0.0 0.862 Utr 2.0 5.000 10.409 to 150.0 0.0 2.000 0.0 T.38 4.25 0.0127 0.0 7.000 0.089 Vel = 2.34 T.38 -0.72 0.862 2Utb 34.0 14.000 10.498 to 150.0 0.0 28.000 3.465 T.37 3.53 0.0090 0.0 42.000 0.379 Vel = 1.94 0.0 3.53 14.342 K Factor = 0.93 T.34 0.71 0.862 Utr 2.0 2.000 13.569 to 150.0 0.0 2.000 0.0 H.8 0.71 0.0005 0.0 4.000 0.002 Vel = 0.39 H.8 0.0 0.862 0.0 18.000 13.571 to 150.0 0.0 0.0 0.0 1-1.10 0.71 0.0005 0.0 18.000 0.009 Vel = 0.39 H.10 0.0 0.862 Utr 2.0 9.000 13.580 to 150.0 0.0 2.000 0.0 H.2 0.71 0.0005 0.0 11.000 0.005 Vel = 0.39 1-1.2 0.0 0.862 Utr 2.0 11.000 13.585 to 150.0 0.0 2.000 0.0 H.1 0.71 0.0005 0.0 13.000 0.006 Vel = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MOUTAFOV - Two Head Calculation (H.15 & H.22) Date 4/26/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.1 0.0 0.862 Utr 2.0 10.000 13.591 to 150.0 0.0 2.000 0.0 H.9 0.71 0.0005 0.0 12.000 0.006 Vel = 0.39 H.9 0.0 0.862 Utr 2.0 15.000 13.597 to 150.0 0.0 2.000 0.0 H.19 0.71 0.0005 0.0 17.000 0.008 Vel = 0.39 H.19 0.0 0.862 Utr 2.0 10.000 13.605 to 150.0 0.0 2.000 0.0 T.40 0.71 0.0004 0.0 12.000 0.005 Vel = 0.39 0.0 0.71 13.610 K Factor = 0.19 T.38 0.73 0.862 Utr 2.0 11.000 10.498 to 150.0 0.0 2.000 0.0 H.24 0.73 0.0005 0.0 13.000 0.007 Vel = 0.40 H.24 0.0 0.862 Utr 2.0 6.000 10.505 to 150.0 0.0 2.000 0.0 T.45 0.73 0.0004 0.0 8.000 0.003 Vel = 0.40 0.0 0.73 10.508 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. sales©a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name Drawing Location Remote Area Contract Data File : MOUTAFOV REV1 - One Head Calculation (H.21) : RESIDENTIAL : 11604 40TH AVENUE SOUTH TUKWILA WA 98168 :1 : 180423-01 : 180423-01 Moutafov REV1.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. MOUTAFOV REV1 - One Head Calculation (H.21) Page 1 Date 5/9/2018 HYDRAULIC DESIGN INFORMATION SHEET Name - MOUTAFOV REV1 Location - TUKWILA WA 98168 Building - RESIDENTIAL Contractor - RAINIER VIEW Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E M Listed Flow at Start Point - 17 Listed Pres. at Start Point - 12.03Psi Date - 4-23-2018 System No. - 1 Contract No. - 180423-01 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date D E S I G N MAXIMUM LISTED SPACING 18 x 18 Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 116 Note: Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 53.09 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C CO 0 N O) N u, cu 61 Y ca f6 a0 N 2 c 0 U N 0 a as a) c a) C v, 0 m > n w c > v) 0 O < XI— W 0 Q 2 a c v) ca 3 „l E oitaa) clic cc EEEErn asa)a)cu wcncn cny 0 a) CONN OM N cu 00010(1) E a) 0 m U N 0 o o O O o 0 U) • M N O O O O O O O O O O) O r- (D In • CO N a a w cn v) 0 a w O O 1.0 0 0 O LO LC) CO O < Z M >_ 0 J LL O O N O O N O 1.0 O O 0 LO Fittings Used Summary N 0 o 0 U (6 0 m a) U c a) — c (Du) 0 _ Z > co co w a)> 'm 0 0< X I— LL! a) v E c� z a) a) 0) a) u- < I a- (+) N e--(0 e--00 O e-0 � (0 - .- 0 0 10 0 a- a- V e- O) 0 0 O A -'t CO OD 00 (0 A-- CO I- r- 00 (,- 0 N(O (O 00 N 0 a- CV 10(C) 00 f0 (n a - a - C') 0 0 Al' 0 a- a () C) 0 0 N (0 A. N N 0 0 O 0 A- .- N N 00 a- GO a -a-00 10 a- I a 0 0 CO a- O O O I- a- ((1 a- e-- x a-CO1- (OO) V a Nr -(n a - -N r- e- Na-ctA- N 0) 0 53a) �c ��;Nmw caw a) O w N N 0 •0 x x o c O 3 a) a) o'c o .o O� c('- > �o)0o as .0 OwOH» Units Summary Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 53.088 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 116.0 H.16 116.0 H.14 116.0 T.43 116.0 T.42 108.0 T.44 108.0 H.25 108.0 T.47 108.0 T.48 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.12 116.0 H.11 116.0 H.6 116.0 T.37 116.0 T.39 108.0 H.7 108.0 H.20 108.0 H.17 108.0 T.41 108.0 H.18 108.0 H.4 116.0 T.36 116.0 H.3 116.0 H.5 116.0 T.40 116.0 H.15 116.0 H.22 116.0 T.46 116.0 T.45 108.0 H.26 108.0 H.28 108.0 H.32 108.0 T.50 108.0 H.34 108.0 T.51 108.0 H.31 108.0 H.27 108.0 H.24 116.0 4.9 12.03 12.94 13.6 14.02 18.05 18.17 18.49 19.1 19.17 21.16 38.13 38.79 50.67 53.09 12.7 13.13 13.54 13.84 17.78 17.83 17.91 17.96 17.99 18.04 13.87 13.9 13.94 14.03 14.15 14.22 14.31 14.35 17.94 17.99 18.13 18.27 18.45 18.49 18.57 18.74 18.88 14.28 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.49 H.8 H.10 H.2 H.1 H.9 H.19 H.23 H.29 H.33 H.30 116.0 108.0 108.0 108.0 108.0 108.0 108.0 116.0 116.0 116.0 116.0 14.45 17.79 17.82 17.84 17.87 17.89 17.92 14.36 14.38 14.41 14.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.21 to H.16 9.84 9.84 0.862 150.0 0.0603 0.0 0.0 0.0 H.16 to H.14 0.0 9.84 0.862 150.0 0.0603 Utr 2.0 0.0 0.0 15.000 0.0 15.000 9.000 2.000 11.000 12.030 0.0 0.905 12.935 0.0 0.663 K Factor = 4.90 Vel = 5.41 Vel = 5.41 H.14 to T.43 0.0 9.84 0.862 150.0 0.0604 Utr 2.0 0.0 0.0 5.000 2.000 7.000 13.598 0.0 0.423 Vel = 5.41 T.43 to T.42 -5.47 4.37 0.862 150.0 0.0134 2Utb 34.0 0.0 0.0 14.000 28.000 42.000 14.021 3.465 0.564 Vel = 2.40 T.42 to T.44 2.28 6.65 0.862 150.0 0.0292 Utr 2.0 0.0 0.0 2.000 2.000 4.000 18.050 0.0 0.117 Vel = 3.66 T.44 to H.25 0.0 6.65 0.862 150.0 0.0293 Utr 2.0 0.0 0.0 9.000 2.000 11.000 18.167 0.0 0.322 Vel = 3.66 H.25 to T.47 0.0 6.65 0.862 150.0 0.0293 Utb 17.0 0.0 0.0 7.000 14.000 21.000 18.489 0.0 0.615 T.47 to T.48 3.61 10.26 1.244 150.0 0.0108 Utr 2.0 0.0 0.0 T.48 to S.1 6.74 17.0 1.244 150.0 0.0279 3.443 0.0 0.0 4.000 2.000 6.000 19.104 0.0 0.065 Vel = 3.66 Vel = 2.71 6.000 3.443 9.443 19.169 1.732 0.263 Vel = 4.49 S.1 0.0 1.244 2E 3.443 5.000 21.164 to 150.0 0.0 3.443 16.732 PRV 17.0 0.0278 0.0 8.443 0.235 PRV 0.0 1.244 2E 3.443 20.000 38.131 to 150.0 C 0.43 3.873 0.0 CPL 17.0 0.0278 0.0 23.873 0.663 * * Fixed Loss = 15 Vel = 4.49 Vel = 4.49 CPL 0.0 1.61 2E 12.089 225.000 38.794 to 150.0 0.0 12.088 10.000 * * Fixed Loss = 10 MTR 17.0 0.0079 0.0 237.088 1.875 Vel = 2.68 MTR 0.0 0.995 E 2.336 20.000 50.669 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 53.088 K Factor = 2.33 H.21 7.16 0.862 Utr 2.0 18.000 12.030 to 150.0 0.0 2.000 0.0 H.12 7.16 0.0334 0.0 20.000 0.669 Vel = 3.94 H.12 0.0 0.862 Utr 2.0 11.000 12.699 to 150.0 0.0 2.000 0.0 H.11 7.16 0.0335 0.0 13.000 0.435 V = 3.94 H.11 0.0 0.862 Utr 2.0 10.000 13.134 to 150.0 0.0 2.000 0.0 H.6 7.16 0.0335 0.0 12.000 0.402 Vel = 3.94 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.6 0.0 0.862 Utr 2.0 7.000 13.536 to 150.0 0.0 2.000 0.0 T.37 7.16 0.0334 0.0 9.000 0.301 Vel = 3.94 T.37 -3.36 0.862 2Utb 34.0 18.000 13.837 to 150.0 0.0 28.000 3.465 T.39 3.8 0.0104 0.0 46.000 0.478 Vel = 2.09 T.39 -1.52 0.862 Utr 2.0 10.000 17.780 to 150.0 0.0 2.000 0.0 H.7 2.28 0.0040 0.0 12.000 0.048 Vel = 1.25 H.7 0.0 0.862 Utr 2.0 18.000 17.828 to 150.0 0.0 2.000 0.0 H.20 2.28 0.0040 0.0 20.000 0.081 Vel = 1.25 H.20 0.0 0.862 0.0 12.000 17.909 to 150.0 0.0 0.0 0.0 H.17 2.28 0.0040 0.0 12.000 0.048 Vel = 1.25 H.17 0.0 0.862 Utr 2.0 6.000 17.957 to 150.0 0.0 2.000 0.0 T.41 2.28 0.0041 0.0 8.000 0.033 Vel = 1.25 T.41 0.0 0.862 Utr 2.0 10.000 17.990 to 150.0 0.0 2.000 0.0 H.18 2.28 0.0040 0.0 12.000 0.048 Vel = 1.25 H.18 0.0 0.862 Utr 2.0 1.000 18.038 to 150.0 0.0 2.000 0.0 T.42 2.28 0.0040 0.0 3.000 0.012 0.0 2.28 Vel = 1.25 18.050 K Factor = 0.54 T.37 3.35 0.862 Utr 2.0 2.000 13.837 to 150.0 0.0 2.000 0.0 H.4 3.35 0.0082 0.0 4.000 0.033 Vel = 1.84 H.4 0.0 0.862 0.0 4.000 13.870 to 150.0 0.0 0.0 0.0 T.36 3.35 0.0082 0.0 4.000 0.033 Vel = 1.84 T.36 0.0 0.862 Utr 2.0 3.000 13.903 to 150.0 0.0 2.000 0.0 H.3 3.35 0.0082 0.0 5.000 0.041 Vel = 1.84 H.3 0.0 0.862 Utr 2.0 9.000 13.944 to 150.0 0.0 2.000 0.0 H.5 3.35 0.0082 0.0 11.000 0.090 Vel = 1.84 H.5 0.0 0.862 Utr 2.0 12.000 14.034 to 150.0 0.0 2.000 0.0 T.40 3.35 0.0083 0.0 14.000 0.116 Vel = 1.84 T.40 0.0 0.862 Utr 2.0 6.000 14.150 to 150.0 0.0 2.000 0.0 H.15 3.35 0.0081 0.0 8.000 0.065 Vel = 1.84 H.15 0.0 0.862 Utr 2.0 10.000 14.215 to 150.0 0.0 2.000 0.0 H.22 3.35 0.0082 0.0 12.000 0.099 Vel = 1.84 H.22 0.0 0.862 Utr 2.0 2.000 14.314 to 150.0 0.0 2.000 0.0 T.46 3.35 0.0082 0.0 4.000 0.033 Vel = 1.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.46 -1.26 0.862 2Utb 34.0 11.000 14.347 to 150.0 0.0 28.000 3.465 T.45 2.09 0.0034 0.0 39.000 0.133 Vel = 1.15 T.45 1.52 0.862 Utr 2.0 3.000 17.945 to 150.0 0.0 2.000 0.0 H.26 3.61 0.0094 0.0 5.000 0.047 Vel = 1.98 H.26 0.0 0.862 Utr 2.0 13.000 17.992 to 150.0 0.0 2.000 0.0 H.28 3.61 0.0095 0.0 15.000 0.142 Vel = 1.98 H.28 0.0 0.862 Utr 2.0 13.000 18.134 to 150.0 0.0 2.000 0.0 H.32 3.61 0.0094 0.0 15.000 0.141 Vel = 1.98 H.32 0.0 0.862 Utr 2.0 17.000 18.275 to 150.0 0.0 2.000 0.0 T.50 3.61 0.0094 0.0 19.000 0.179 T.50 0.0 0.862 Utr 2.0 2.000 18.454 to 150.0 0.0 2.000 0.0 H.34 3.61 0.0092 0.0 4.000 0.037 H.34 0.0 0.862 0.0 8.000 18.491 to 150.0 0.0 0.0 0.0 T.51 3.61 0.0095 0.0 8.000 0.076 Vel = 1.98 Vel = 1.98 Vel = 1.98 T.51 0.0 0.862 Utr 2.0 16.000 18.567 to 150.0 0.0 2.000 0.0 H.31 3.61 0.0094 0.0 18.000 0.169 Vel = 1.98 H.31 0.0 0.862 Utr 2.0 13.000 18.736 to 150.0 0.0 2.000 0.0 H.27 3.61 0.0095 0.0 15.000 0.142 Vel = 1.98 H.27 0.0 0.862 Utb 17.0 8.000 18.878 to 150.0 Utr 2.0 16.000 0.0 T.47 3.61 0.0094 0.0 24.000 0.226 Vel = 1.98 0.0 3.61 19.104 K Factor = 0.83 T.43 5.47 0.862 Utr 2.0 11.000 14.021 to 150.0 0.0 2.000 0.0 H.24 5.47 0.0203 0.0 13.000 0.264 Vel = 3.01 H.24 0.0 0.862 Utr 2.0 6.000 14.285 to 150.0 0.0 2.000 0.0 T.49 5.47 0.0204 0.0 8.000 0.163 Vel = 3.01 T.49 1.27 0.862 2Utb 34.0 14.000 14.448 to 150.0 0.0 28.000 3.465 T.48 6.74 0.0299 0.0 42.000 1.256 Vel = 3.71 0.0 6.74 19.169 K Factor = 1.54 T.39 1.52 0.862 Utr 2.0 2.000 17.780 to 150.0 0.0 2.000 0.0 H.8 1.52 0.0018 0.0 4.000 0.007 Vel = 0.84 H.8 0.0 0.862 0.0 18.000 17.787 to 150.0 0.0 0.0 0.0 H.10 1.52 0.0019 0.0 18.000 0.035 Vel = 0.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MOUTAFOV REV1 - One Head Calculation (H.21) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.10 0.0 0.862 Utr 2.0 9.000 to 150.0 0.0 2.000 H.2 1.52 0.0018 0.0 11.000 H.2 0.0 0.862 Utr 2.0 11.000 to 150.0 0.0 2.000 H.1 1.52 0.0019 0.0 13.000 17.822 0.0 0.020 Vel = 0.84 17.842 0.0 0.025 Vel = 0.84 H.1 0.0 0.862 Utr 2.0 10.000 to 150.0 0.0 2.000 H.9 1.52 0.0019 0.0 12.000 17.867 0.0 0.023 Vel = 0.84 H.9 0.0 0.862 Utr 2.0 15.000 to 150.0 0.0 2.000 H.19 1.52 0.0019 0.0 17.000 17.890 0.0 0.032 H.19 0.0 0.862 Utr 2.0 10.000 to 150.0 0.0 2.000 T.45 1.52 0.0019 0.0 12.000 0.0 1.52 17.922 0.0 0.023 Vel = 0.84 Vel = 0.84 17.945 K Factor = 0.36 T.46 1.27 0.862 Utr 2.0 4.000 to 150.0 0.0 2.000 H.23 1.27 0.0013 0.0 6.000 14.347 0.0 0.008 Vel = 0.70 H.23 0.0 0.862 Utr 2.0 18.000 to 150.0 0.0 2.000 H.29 1.27 0.0014 0.0 20.000 14.355 0.0 0.027 Vel = 0.70 H.29 0.0 0.862 Utr 2.0 17.000 14.382 to 150.0 0.0 2.000 0.0 H.33 1.27 0.0014 0.0 19.000 0.026 H.33 0.0 0.862 0.0 17.000 14.408 to 150.0 0.0 0.0 0.0 H.30 1.27 0.0014 0.0 17.000 0.024 Vel = 0.70 Vel = 0.70 H.30 0.0 0.862 Utr 2.0 10.000 to 150.0 0.0 2.000 T.49 1.27 0.0013 0.0 12.000 14.432 0.0 0.016 Vel = 0.70 0.0 1.27 14.448 K Factor = 0.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. sales@a-pexdesignservices.com 11112 47th Avenue West Mukilteo, WA 98275 425-493-9680 Job Name : MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Drawing : RESIDENTIAL Location : 11604 40TH AVENUE SOUTH TUKWILA WA 98168 Remote Area 1 Contract : 180423-01 Data File : 180423-01 Moutafov REV1.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 HYDRAULIC DESIGN INFORMATION SHEET Name - MOUTAFOV REV1 Location - TUKWILA WA 98168 Building - RESIDENTIAL Contractor - RAINIER VIEW Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 4-23-2018 System No. - 1 Contract No. - 180423-01 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E` Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 D E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: Psi (X) Wet ( ) Dry x 16 ( ) Deluge ( ) PreAction 0 Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 116 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.1218 Summary C -Factor Used: Psi Required 57.65 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N 2 Go M 2 TaC O o U 0 a 2 c 3 U_ Zj w c Q' .a)> N0 Q XI- nw-O Q2 N o N � M N N M m a c m m o!-oa� c CL c °EEEE'rn w m0 15 W (n U)U) .' y1 CONN OM N al 00010(1) E N 0 O o LO O) CO M ..ai.. �N3 3 N O O LL 37 x•050) a) i 000 w 0 N 0 0 0 �) C) N 0 0 0 0 0 0 0 0 0 0 0 O) CO N.. CO i) M N a w cn Ci) 1 w 0 u) O O v O M 0 o< oZ M 0 -J LL O 0) N Fittings Used Summary N N 2 O c 0 m 7 U 0 a) U= c O ,- a) U_ N w 0)> O Q XI— W 0 Q � r r M N ✓ (prr00 o r o r O r r 0 0 O 0 r • vrrn00 o rvaoao00 O rM r- -00 n O r N(0(0 OO N O r N 0 0 0 0 CO O r r M 0 0 N0 O r r M M 0 0 N O r r N N 0 0 O 0 ✓ a-- N N 0 0 r- • 03 O r r 0 0 N T- (0 r r 00 O t - r O r r r r rel r(0 O)Nr It T- N r O r N r N r Nt a- N CA U E3 u) Cc oaf_ co L-) ` a) a) Ec co = cw 7 7 a Z GC rn 0 rn Q Q c u_.13 < OwOH>j Units Summary wN' a7 C M c c 61)j N C E orti o o3LIa Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.12 57.645 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 116.0 T.40 116.0 H.5 116.0 H.3 116.0 T.36 116.0 H.4 116.0 T.37 116.0 T.39 108.0 H.7 108.0 H.20 108.0 H.17 108.0 T.41 108.0 H.18 108.0 T.42 108.0 T.44 108.0 H.25 108.0 T.47 108.0 T.48 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.22 116.0 T.46 116.0 T.45 108.0 H.26 108.0 H.28 108.0 H.32 108.0 T.50 108.0 H.34 108.0 T.51 108.0 H.31 108.0 H.27 108.0 H.23 116.0 H.29 116.0 H.33 116.0 H.30 116.0 T.49 116.0 H.6 116.0 H.11 116.0 H.12 116.0 4.9 4.9 7.04 7.46 8.19 8.77 9.03 9.24 9.45 13.42 13.69 14.14 14.41 14.59 14.86 14.93 15.15 15.77 16.95 17.1 19.41 36.66 38.13 52.29 57.64 7.17 7.83 13.17 13.33 13.79 14.25 14.83 14.95 15.2 15.75 16.21 8.1 8.98 9.82 10.57 11.1 9.61 9.84 10.08 13.0 13.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 5 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.21 H.16 H.14 T.43 H.19 H.9 H.1 H.2 H.10 H.8 H.24 116.0 116.0 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 116.0 10.45 10.72 10.93 11.06 13.21 13.25 13.29 13.32 13.36 13.4 11.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.15 9.11 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.40 9.11 0.0524 0.0 8.000 0.419 K Factor = 4.90 Vel = 5.01 T.40 0.0 0.862 Utr 2.0 12.000 7.459 to 150.0 0.0 2.000 0.0 H.5 9.11 0.0523 0.0 14.000 0.732 Vel = 5.01 H.5 0.0 0.862 Utr 2.0 9.000 8.191 to 150.0 0.0 2.000 0.0 H.3 9.11 0.0524 0.0 11.000 0.576 Vel = 5.01 H.3 0.0 0.862 Utr 2.0 3.000 8.767 to 150.0 0.0 2.000 0.0 T.36 9.11 0.0522 0.0 5.000 0.261 Vel = 5.01 T.36 0.0 0.862 0.0 4.000 9.028 to 150.0 0.0 0.0 0.0 H.4 9.11 0.0525 0.0 4.000 0.210 Vel = 5.01 H.4 0.0 0.862 Utr 2.0 2.000 9.238 to 150.0 0.0 2.000 0.0 T.37 9.11 0.0522 0.0 4.000 0.209 Vel = 5.01 T.37 -5.19 0.862 2Utb 34.0 18.000 9.447 to 150.0 0.0 28.000 3.465 T.39 3.92 0.0110 0.0 46.000 0.504 Vel = 2.16 T.39 1.87 0.862 Utr 2.0 10.000 13.416 to 150.0 0.0 2.000 0.0 H.7 5.79 0.0226 0.0 12.000 0.271 Vel = 3.18 H.7 0.0 0.862 Utr 2.0 18.000 13.687 to 150.0 0.0 2.000 0.0 H.20 5.79 0.0226 0.0 20.000 0.452 Vel = 3.18 H.20 0.0 0.862 0.0 12.000 14.139 to 150.0 0.0 0.0 0.0 H.17 5.79 0.0227 0.0 12.000 0.272 Vel = 3.18 H.17 0.0 0.862 Utr 2.0 6.000 14.411 to 150.0 0.0 2.000 0.0 T.41 5.79 0.0225 0.0 8.000 0.180 Vel = 3.18 T.41 0.0 0.862 Utr 2.0 10.000 14.591 to 150.0 0.0 2.000 0.0 H.18 5.79 0.0226 0.0 12.000 0.271 Vel = 3.18 H.18 0.0 0.862 Utr 2.0 1.000 14.862 to 150.0 0.0 2.000 0.0 T.42 5.79 0.0227 0.0 3.000 0.068 Vel = 3.18 T.42 3.66 0.862 Utr 2.0 2.000 14.930 to 150.0 0.0 2.000 0.0 T.44 9.45 0.0560 0.0 4.000 0.224 Vel = 5.20 T.44 0.0 0.862 Utr 2.0 9.000 15.154 to 150.0 0.0 2.000 0.0 H.25 9.45 0.0560 0.0 11.000 0.616 Vel = 5.20 H.25 0.0 0.862 Utb 17.0 7.000 15.770 to 150.0 0.0 14.000 0.0 T.47 9.45 0.0560 0.0 21.000 1.176 Vel = 5.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.47 6.83 1.244 Utr 2.0 4.000 16.946 to 150.0 0.0 2.000 0.0 T.48 16.28 0.0257 0.0 6.000 0.154 Vel = 4.30 T.48 9.84 1.244 T 3.443 6.000 17.100 to 150.0 0.0 3.443 1.732 S.1 26.12 0.0615 0.0 9.443 0.581 Vel = 6.89 S.1 0.0 1.244 2E 3.443 5.000 19.413 to 150.0 0.0 3.443 16.732 PRV 26.12 0.0616 0.0 8.443 0.520 PRV 0.0 1.244 2E 3.443 20.000 36.665 to 150.0 C 0.43 3.873 0.0 CPL 26.12 0.0615 0.0 23.873 1.468 * * Fixed Loss = 15 Vel = 6.89 Vel = 6.89 CPL 0.0 1.61 2E 12.089 225.000 38.133 to 150.0 0.0 12.088 10.000 MTR 26.12 0.0175 0.0 237.088 4.155 MTR 0.0 0.995 E 2.336 20.000 52.288 to 150.0 T 5.841 9.345 0.0 STR 26.12 0.1826 G 1.168 29.345 5.357 * * Fixed Loss = 10 Vel = 4.12 Vel = 10.78 0.0 26.12 57.645 K Factor = 3.44 H.15 3.89 0.862 Utr 2.0 10.000 7.040 to 150.0 0.0 2.000 0.0 H.22 3.89 0.0108 0.0 12.000 0.130 Vel = 2.14 H.22 13.12 0.862 Utr 2.0 2.000 7.170 to 150.0 0.0 2.000 0.0 T.46 17.01 0.1660 0.0 4.000 0.664 K Factor = 4.90 Vel = 9.35 T.46 -8.31 0.862 2Utb 34.0 11.000 7.834 to 150.0 0.0 28.000 3.465 T.45 8.7 0.0480 0.0 39.000 1.873 Vel = 4.78 T.45 -1.87 0.862 Utr 2.0 3.000 13.172 to 150.0 0.0 2.000 0.0 H.26 6.83 0.0308 0.0 5.000 0.154 Vel = 3.75 H.26 0.0 0.862 Utr 2.0 13.000 13.326 to 150.0 0.0 2.000 0.0 H.28 6.83 0.0307 0.0 15.000 0.460 Vel = 3.75 H.28 0.0 0.862 Utr 2.0 13.000 13.786 to 150.0 0.0 2.000 0.0 H.32 6.83 0.0307 0.0 15.000 0.460 Vet = 3.75 H.32 0.0 0.862 Utr 2.0 17.000 14.246 to 150.0 0.0 2.000 0.0 T.50 6.83 0.0307 0.0 19.000 0.583 Vel = 3.75 T.50 0.0 0.862 Utr 2.0 2.000 14.829 to 150.0 0.0 2.000 0.0 H.34 6.83 0.0308 0.0 4.000 0.123 Vel = 3.75 H.34 0.0 0.862 0.0 8.000 14.952 to 150.0 0.0 0.0 0.0 T.51 6.83 0.0306 0.0 8.000 0.245 Vel = 3.75 T.51 0.0 0.862 Utr 2.0 16.000 15.197 to 150.0 0.0 2.000 0.0 H.31 6.83 0.0307 0.0 18.000 0.552 Vel = 3.75 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.31 0.0 0.862 Utr 2.0 13.000 15.749 to 150.0 0.0 2.000 0.0 H.27 6.83 0.0307 0.0 15.000 0.460 Vel = 3.75 H.27 to T.47 T.46 to H.23 0.0 6.83 0.0 6.83 8.31 8.31 0.862 150.0 0.0307 Utb 17.0 Utr 2.0 0.0 8.000 16.000 24.000 16.209 0.0 0.737 Vel = 3.75 16.946 K Factor = 1.66 0.862 150.0 0.0442 Utr 2.0 0.0 0.0 4.000 2.000 6.000 7.834 0.0 0.265 Vel = 4.57 H.23 to H.29 0.0 8.31 0.862 150.0 0.0441 Utr 2.0 0.0 0.0 18.000 2.000 20.000 8.099 0.0 0.882 Vel = 4.57 H.29 to H.33 0.0 8.31 0.862 150.0 0.0442 Utr 2.0 0.0 0.0 17.000 2.000 19.000 8.981 0.0 0.839 Vel = 4.57 H.33 to H.30 0.0 8.31 0.862 150.0 0.0441 0.0 0.0 0.0 17.000 0.0 17.000 9.820 0.0 0.750 Vel = 4.57 H.30 to T.49 0.0 8.31 0.862 150.0 0.0441 Utr 2.0 0.0 0.0 10.000 2.000 12.000 10.570 0.0 0.529 Vel = 4.57 T.49 1.53 0.862 2Utb 34.0 14.000 11.099 to 150.0 0.0 28.000 3.465 T.48 9.84 0.0604 0.0 42.000 2.536 Vel = 5.41 T.37 to H.6 0.0 9.84 5.20 5.2 17.100 K Factor = 2.38 0.862 150.0 0.0186 Utr 2.0 0.0 0.0 7.000 2.000 9.000 9.447 0.0 0.167 Vel = 2.86 H.6 to H.11 H.11 to H.12 0.0 5.2 0.862 150.0 0.0185 Utr 2.0 0.0 0.0 10.000 2.000 12.000 9.614 0.0 0.222 Vel = 2.86 0.0 5.2 0.862 150.0 0.0185 Utr 2.0 0.0 0.0 11.000 2.000 13.000 9.836 0.0 0.241 Vel = 2.86 H.12 to H.21 0.0 5.2 0.862 150.0 0.0185 Utr 2.0 0.0 0.0 18.000 2.000 20.000 10.077 0.0 0.370 Vel = 2.86 H.21 to H.16 0.0 5.2 0.862 150.0 0.0185 0.0 0.0 0.0 15.000 0.0 15.000 10.447 0.0 0.278 Vel = 2.86 H.16 to H.14 0.0 5.2 0.862 150.0 0.0185 Utr 2.0 0.0 0.0 9.000 2.000 11.000 10.725 0.0 0.204 Vel = 2.86 H.14 0.0 0.862 Utr 2.0 5.000 10.929 to 150.0 0.0 2.000 0.0 T.43 5.2 0.0184 0.0 7.000 0.129 Vel = 2.86 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 MOUTAFOV REV1 - Two Head Calculation (H.15 & H.22) Date 5/9/2018 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** T.43 -1.54 0.862 2Utb 34.0 14.000 11.058 to 150.0 0.0 28.000 3.465 T.42 3.66 0.0097 0.0 42.000 0.407 Vel = 2.01 0.0 3.66 14.930 K Factor = 0.95 T.45 1.87 0.862 Utr 2.0 10.000 13.172 to 150.0 0.0 2.000 0.0 H.19 1.87 0.0028 0.0 12.000 0.034 Vel = 1.03 H.19 0.0 0.862 Utr 2.0 15.000 13.206 to 150.0 0.0 2.000 0.0 H.9 1.87 0.0028 0.0 17.000 0.048 Vel = 1.03 H.9 0.0 0.862 Utr 2.0 10.000 13.254 to 150.0 0.0 2.000 0.0 H.1 1.87 0.0028 0.0 12.000 0.033 Vel = 1.03 H.1 0.0 0.862 Utr 2.0 11.000 13.287 to 150.0 0.0 2.000 0.0 H.2 1.87 0.0028 0.0 13.000 0.037 Vel = 1.03 H.2 0.0 0.862 Utr 2.0 9.000 13.324 to 150.0 0.0 2.000 0.0 H.10 1.87 0.0028 0.0 11.000 0.031 Vel = 1.03 H.10 0.0 0.862 0.0 18.000 13.355 to 150.0 0.0 0.0 0.0 H.8 1.87 0.0028 0.0 18.000 0.050 1-1.8 0.0 0.862 Utr 2.0 2.000 13.405 to 150.0 0.0 2.000 0.0 T.39 1.87 0.0028 0.0 4.000 0.011 Vel = 1.03 Vel = 1.03 0.0 1.87 13.416 K Factor = 0.51 T.43 1.54 0.862 Utr 2.0 11.000 11.058 to 150.0 0.0 2.000 0.0 H.24 1.54 0.0020 0.0 13.000 0.026 Vel = 0.85 H.24 0.0 0.862 Utr 2.0 6.000 11.084 to 150.0 0.0 2.000 0.0 T.49 1.54 0.0019 0.0 8.000 0.015 0.0 1.54 Vel = 0.85 11.099 K Factor = 0.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 11 15 5UGGE51ER LAYOUT' 15 BASER ON INPOPMA11ON PPOVIRWR (3Y 011-IEP5. CHANGES IN CON511?LC11ON Ot? FIELR CONI110N5 MAY OCCUP Wi-IICH MAY I EQUi CHANGE51-0THE LAYOUT, I1' 151n RE5P0N511ILI1'Y OF THE IN51'ALLEP 1"O N011PY APEX RESIGN 5ERVICE5 OF SUCH CHANGES, HEAP 2 NEAR M051" 1-1`62PAULICALLY 1.EM01E HEA125 HEAR # GPM PI 55UPE 1Q'12 Ar 511?EEr H,21 17 53,09 H,15 & H,22 26 57,65 NI'IA I3151'ANa5 TOM HEA1" 50UI?CI:5 EA1' 501. ?C ORI7INAAY IN, MP INITMV 121Af IN 5IM OR FePLACa 36" 12" Rt;ON1' OT' FII PI.Aa 60" 36" WOOR I3UPNING 51'0V 42" 12" KIfCHgN kANIa 18" 9" MI- OVEN 18" 9" HOf AIR FLUes 18" 9" UNIN5ULA1 I Af RUC1"5 18" 9" UNIN511,A1 R HOr WAV Pl 5 12" 6" 5IRt OF HOf Alf? 13IFFU5e 24" 12" F ONE OF HOf AIR RIRFU5 36" 18" HOf WASR 1-1EAThI 6" 3" FL NAa 61' 3'' OW -250W LIGItf FIX11. 6" 3" 250W -499W LIGHT fIX11. 12" 6" MULfl-FUp'O5TOW 5W11'0-1 IN5IALLA110N N S,5. 6" ALARM PELL 11013E LOCA1W12 ON AI2RRE55 5112E OF r3UWLRING 29 LLI?fC49-16 LLE49-18 F3 -0I? .19,Y CUPPEN151'A11C WATEP PP55U,PE 51"Af1C: 65p5I 1,I;V-1001 5fl I1\KL5Y5M 25I61\N32015 \FPA I5 2 51'AN1AR2 ,Ai,; COND. / NEATER 0 0 4 COLON/ LGN BLUE LINES- FEER 1"0 EIX11JR5 (13A11-, 5-0\Ae , E1C.) 13l -ACK LINES= 5Pt?INKLEP. HEAR T'O 5PRINKLEP HEAR. - 1/ 2" PIPE SIZE I" PIPE 5IZE 1-= I I/ 2" PIPs SIZF C01\\C —1 El 777, LLI?fC49-16 r 41ICC ACCI Lkfc4lOT 0 00 0 0 Cy / 4 RELIA3LE Model 1.1.-PFC491?FC49 Concealed Pendent Sprinkler K-49, 155F°, 3/ 8" Orifice, Maximum Spacing 16' x16' Sprinkler head demand: 13 gpm @ 7,04 1:1-IA5LE Model LL-PFC491?FC49 Concealed Pendent Sprinkler K= 49, 155F ° , 3/ 8" Orifice, Maximum Spacing 18' x18' Sprinkler head demand: 17 gpm @ 12,03 1?ELIAI3LE Model F301?-<E3Q1? I2ru 51dewall Sprinkler ---Reflector 4-6 below K- 5,6, 15 5E ° , 1/ 2" Orifice, Maximum Spacing 15' xl 5' Sprinkler head demand: 14.8 gpm @ 7 EXTEPIOP WALL 0" ELFV-108' 1?ELIA1LE MOREL MP LL I" PE5112EN11AL P15EP A55EMC3LY, PLOW 5WIfCH 1MI;E12 1'0 EXTEPIOP ALAI;M r3ELL. MINIMUM 3/ 4" SYSTEM RAIN 13-1 1-1 / 2" AQUAPEX 1'0 SYSTEM T'0 130ME511C FIXTURES N01' 51 -OWN ON 5PI?IN<LER L00'' I-1/ 4" 535H CA.EEMI P?V 0 EQUIVALN1 ( 71951 L055 FLOWING 26GPM) f:LI:V- 100' ELW-104' PULL PORT BALL VALVE 20' 0; 1" COPPER WA', 0 5 50' OF 1-1/ 2" POLY 2VIC; 13;1"AIL 100 \75 0C49-18 C49-18 446 AIR COND. / kE4TEF c MMI -Aa 1'0 C3I: aN1':I?W ON f - PACK W U OF 11-f LIVING LOON =d [...zr-- i v r1RzPL4CE tL • J It 9 aY H18 W?FC49-16 AIR COND. / I•4E4TE — lr uP 1 I FM N MFC49-I6 rj N. a / , ^,,.._ ......... ,....... ........ r 41ICC ACCI Lkfc4lOT 0 00 0 0 Cy / 4 RELIA3LE Model 1.1.-PFC491?FC49 Concealed Pendent Sprinkler K-49, 155F°, 3/ 8" Orifice, Maximum Spacing 16' x16' Sprinkler head demand: 13 gpm @ 7,04 1:1-IA5LE Model LL-PFC491?FC49 Concealed Pendent Sprinkler K= 49, 155F ° , 3/ 8" Orifice, Maximum Spacing 18' x18' Sprinkler head demand: 17 gpm @ 12,03 1?ELIAI3LE Model F301?-<E3Q1? I2ru 51dewall Sprinkler ---Reflector 4-6 below K- 5,6, 15 5E ° , 1/ 2" Orifice, Maximum Spacing 15' xl 5' Sprinkler head demand: 14.8 gpm @ 7 EXTEPIOP WALL 0" ELFV-108' 1?ELIA1LE MOREL MP LL I" PE5112EN11AL P15EP A55EMC3LY, PLOW 5WIfCH 1MI;E12 1'0 EXTEPIOP ALAI;M r3ELL. MINIMUM 3/ 4" SYSTEM RAIN 13-1 1-1 / 2" AQUAPEX 1'0 SYSTEM T'0 130ME511C FIXTURES N01' 51 -OWN ON 5PI?IN<LER L00'' I-1/ 4" 535H CA.EEMI P?V 0 EQUIVALN1 ( 71951 L055 FLOWING 26GPM) f:LI:V- 100' ELW-104' PULL PORT BALL VALVE 20' 0; 1" COPPER WA', 0 5 50' OF 1-1/ 2" POLY 2VIC; 13;1"AIL 100 \75 0C49-18 C49-18 446 AIR COND. / kE4TEF c MMI -Aa 1'0 C3I: aN1':I?W ON f - PACK W U OF 11-f LIVING LOON =d [...zr-- i v r1RzPL4CE tL • J It 9 aY H18 W?FC49-16 AIR COND. / I•4E4TE — lr uP 1 I FM N MFC49-I6 rj 1,LkfC4 16 H,23 LIRFC49-I6 LLITC49-I SJ ftOW5WI1tH I?I51 A55M6LY AIR COND. / NEATEN H,2 LLpFC49-16 LLpC49-16 Y CEILIxa TRAY CEIL1G SEE PARTIAL R.C.P. FOR TO ACCENT LIGHTS IN CEILIN . KORAI' C1I.I +33" - H,I 1 Air: CO. I-1.199 , \/ kE4TEFND TO LL.f0119-16 ,4C ENT ' 1 LIC T5 \ c 1V15ION • Annan GA19,Aa COMAa ISI? 1IKWILA' 5 101.111 MN1-5, • 11-N05f HYXAULICALLY IV/0T T51" /VA t70F5 NOT MOV t21.' -In5; CHANa5 (I1' IVMAI N5 IN 11-1 MA5V t3A1--1) , MAI L00 " CEILING F.:C.R Doc CLOSER - CFI 3 +42" TV — 7 / / LLC C49-16. Gni +42" EIFFC49-16 LLt;FC49-16 C;rI +42" – ePI +.42" CF (-) +12„ CFI 442" G=1 +42" « I DESIGN Ip 5P INKL 10731 47th PI W Mukdteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 EMAIL: sales@a-pexdesignservices,com 5ALE5 119: PE5I12EN11AL EIRE PPOTEC110N 5Y5TEM 1UPE TWE: 1/ 2" 110 I-1/ 2" AQUAPEX RIMIER INFORMATION # OF HEAR51HI5 5HEEr - 35 # OF HEAR511.fI5 J013 - 35 51'A11C PI55LPE I5- 90 WOUtAFOV ks-V MUM, & CON51". 4-23-2018 2 I;EVI5I0N 1 5-9-2018 4 ‘.NO, 1VI50N/ 155L PATE joof p 00 a `w , ^,,.._ ......... ,....... ........ ____ ..d 1,LkfC4 16 H,23 LIRFC49-I6 LLITC49-I SJ ftOW5WI1tH I?I51 A55M6LY AIR COND. / NEATEN H,2 LLpFC49-16 LLpC49-16 Y CEILIxa TRAY CEIL1G SEE PARTIAL R.C.P. FOR TO ACCENT LIGHTS IN CEILIN . KORAI' C1I.I +33" - H,I 1 Air: CO. I-1.199 , \/ kE4TEFND TO LL.f0119-16 ,4C ENT ' 1 LIC T5 \ c 1V15ION • Annan GA19,Aa COMAa ISI? 1IKWILA' 5 101.111 MN1-5, • 11-N05f HYXAULICALLY IV/0T T51" /VA t70F5 NOT MOV t21.' -In5; CHANa5 (I1' IVMAI N5 IN 11-1 MA5V t3A1--1) , MAI L00 " CEILING F.:C.R Doc CLOSER - CFI 3 +42" TV — 7 / / LLC C49-16. Gni +42" EIFFC49-16 LLt;FC49-16 C;rI +42" – ePI +.42" CF (-) +12„ CFI 442" G=1 +42" « I DESIGN Ip 5P INKL 10731 47th PI W Mukdteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 EMAIL: sales@a-pexdesignservices,com 5ALE5 119: PE5I12EN11AL EIRE PPOTEC110N 5Y5TEM 1UPE TWE: 1/ 2" 110 I-1/ 2" AQUAPEX RIMIER INFORMATION # OF HEAR51HI5 5HEEr - 35 # OF HEAR511.fI5 J013 - 35 51'A11C PI55LPE I5- 90 WOUtAFOV ks-V MUM, & CON51". 4-23-2018 2 I;EVI5I0N 1 5-9-2018 4 ‘.NO, 1VI50N/ 155L PATE joof p 00 THI5 5U6GF509 LAYOUT 15 PA5F2 UPON INFOPMA11ON PPOVIP 2 PY OT1t1;5, CHANGF5 IN CONSTP.LC110N Op FIFL0 CONn1110N5 MAY OCCUP WI -ICH MAY I QUI CHANc 5 TO THF LAYOUT, 11' 1511-1 e5PON51PILI1Y OF 1W IN5TALLFp TO NOTIFY APFX 17 SIGN SPVICF5 OF 5UCH CHANGFS, 1 HFAI2 2 HFAI2 MOST HYt1?AULICALLY PFMOTF HFA125 HFPV # GPM PPFSSUpF PFQ'n AT 511W H30 17 1,47 H.15 & H,22 26 5632 NFPAIan1'AL t2I51'ANCF5 I9\OM HtA1- 5011CF5 HAI 50UPCP OPDINAPY 'UP IN. INMKNTVIAT TAMP IN, 5119 OP FIVLAa '6" 12" PPON1 OF FII PLACF 60" 36" W000 PUPNING 510VP 42" 12" KITCHFN PANGS 18" 9" WALL OVFN 18" 9" Hof AlP F1,LL5 18" 9" UNIN5I ,A1W Hem 1UC1'5 18" 9" UNINSLLASP HOf WA1U PIPF5 12" 6" 5I19p OF HOT AIP nIFFU55P 24" 12" mar OF HOT' AlP PIFFU5PP 56" 18" HOf WA11;P HATEP 6" 3'' FLIPNACP 6u 3' i OW -250W LIGHW FIXTe 6" 3" 250W -499W LIGHt MIXTl. 12" 6" MUI.11-PIRPO5F FLOW 5WI1'CH IN51'A.LA11ON N,t,5. 6" ALARM PFLL TO PF LOCATFW ON AI2nt'P55 5112 OF PULPING Q LLE49-16 O LL1 FC49-18 CUPC;FNT STATIC WAIF. PP.P55U1 2 STATIC: 6 5p5 N- V-100' 519M \K1. 5Y5 -1:M 351G\P 1'01'-t 201 NMA Inn 51"ANVAp2 C01.01V I.G%P PLUF LINFS= FFFt2 TO FIX11Jt?F5 (A11.1, 5 PLACK LINFS- SPI:INKLFI? HEAP TO 5PI:IN I/21'F 1 1" PIP 51ZF i;= - 1 1/ 2" PIF SIZF -1OWFp, ( HFA12 tcreaDcal AIR COND. / 1 -HATER Flt LACE W C3E aN1-:IP ON -11- PACK WA -1. OF 11-t LIVING BOOM CO1\\C1'10 [i FLACE t LC U -1 AlAlp. COND. / NFATEi'_ H,2 LLITC49-16 1 IIFFCA9 X111'1 1,1,1 C49-16 — C1 -1.4N )ELIEr: <1 5PIINKL 1073147th PI W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 FMAIL: sales@a-pexdeslgnservices,com 52/ AIR COND. / HEATER ' I 42" ' LL' 49-16 :,! r5 LLI C49-16 T€3Ar CIL1:` G AL5P: kl LOC49-16 ?FC4i9-18 S=c PARTIAL R.C.p. FOR TO ACCENT LIGHTS IN HQ 118t ar CEILt Iz PF5112 N11AL FIP.F P:OTFC110N SYSTFM TUFF TM: 1/ 2" TO 1-1/ 2" AQUAPFX 5PPINKLFR INFO1?MA110N # OF HFA05 THI5 SHFFf - # OF HFAn51H15 JOt3 - 5TAf1C rm550 15= t-1- c 4Ocn\ \ TO QAC LIG 42" 4.33'{ wASMINGTorT II"ATE CERTIFICATE OF SOPA FIRE PROTECTION SP 1NIU.R* ffi'r' Bill Brian Belknap 6642-0508-A Levell Rainier View Plumbing & Rooter, LLC IVR94F 0 LP C49-16 4 42" dD a it v 4T t T ; ,I Paa: 0 0 0 t?FLIAPLF Model LL-FFC491:FC49 Concealed Pendent Sprinkler K-4,9, I55F°, 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 13 qpm @ 7,04 I?FI.IA31.F Model LL-PFC49l?FC49 Concealed Pendent Sprinkler 49, 155F°, 3/ 8" Orifice, Maximum Spacing 18' x18' Sprinkler head demand; 17 qpm @ 12,03 X1 PIOP WALL 1/4h1=-J1,OII 5.1 FLOW SWITCH 05R A55M3I,Y GAR D Ut1TTON TOM 5.1 TO \CLT LOOP 7.4 t V-108' t?FLIAPLF MO12 L MP LL 1" 1:F511FN11A. 115Pp ASSFMPLY. FLOW SWITCH WIt2 TO FXTF1?IOt; ALARM PFLL. MINIMUM 3/ 4" 5Y5TM 12 AIN 7J 0-, I-1/ 2" AQUAPFX TO 5Y5fFM TO tOMF511C FIX11J 5 NOT SHOWN ON SPI;INKLFp LOOP I-1/ 4" 555H CALFFFI Pf;V 0? FQUIVALFNf (7P5I L055 FLOWING 26GPM) L V -I00' 20' OF 1" COPPFP i 3 WA 0 Vk1 50'0" 1-1/ 2" POLY 1/2":fAIL nV-104' FILL PRI- PALL OPEPALL VALVE ///////// \1'5 AIR COND. / I -EATER 1427 -4 LLC;rC49-I ri MAIN PI LIM, & CON5f, 4-23-2018 I VISON/ ISSUE H,29 LLITC49-18 Cat vs, FCz' Cw C TUKWILA FIRE DEPARTMENT Pease call 206-575-4407 and give this Fire Permit NO. - S 9 rid exact address for shut - „own or restoraton pprwat l- ( ✓C ') , - vcct,A >4- Est Gh e 1” kv+lY VA° el.wS - P1 OJFCT #: 180423-01 COMPANY: PANIFP VIEW 1:OOTPI? CONTACT: PILL PFLKNAP CONTACT PHONE #: (253) 455-1996 SCAL. 1/ 4" = 1' -0" L2 5IGNN2 PY: NOAH FAKMAN CHFCKN9 PY: KJ N PAPP CFI +42' ❑ Without Comments As Noted in Red ❑ Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omisslons which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of r--eviseci drawings for subsequent approval. Final acceptance is suoject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: S_ ?—)3 By: ►^+ s' )1 CFI 42" PAID APR 27 2013 i UKWILAFIRE t Zf77-7 Ln