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PP - 2912 S 135TH ST - SAPPHIRE HOMES - PERMITS AND PLANS
2912 S 135TH ST ASSOCIATED PERMITS 16-5-155 D16-0081 4te arms 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** SITE LOCATION Site Address: S 12514'61-ree,f King Co. Assessor's Tax No.: Suite Number: Floor: Tenant Name: c / New Tenant? ❑ - Yes ❑ - No ph Property Owner's Name: Ja ft),t(_, /�1'N 5 V Mailing Address: ICg31 5 '/3 5 2I� GvVG City State Zip CONTACT PERSON -if there are questions about the submittal. Name: yah rlas° r' CompanyName: '�rC. )IDrne$ 1 1n% - Mailing Address: / 6 € 3 I J ti `1 Beffe vt)G l,//f % E-mail Address: R NGin red efie,„Qn"`dcor'` City Fax Number: State Zip (/ 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): $ 76r- • Sd Scope of Work (please provide detailed information): iv /2r $y,5 i4 9,6)00( Day Telephone: 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 0 lr R AUl:'1 ' AGENT: Signature: % Date: L /4 Print Name: Day Telephone: 2 06 3y- 8'36e Plan Permit App.doc v 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: IbliN,` Sprinklers: Type of Inspectiion: Address: Suite #: Zck a__ _.1/4,„.., . 0,5— Contact Person: Special Instructions: 1 Occupancy Type: , Phone No.: Approved per applicable codes. COM ENTS: Corrections required prior to approval. /-1/04-/ gtss Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: , Inspector:�_ Date: /0//4/6, Hrs.: 7 6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -b1b —005I �b-S-ISS' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Silo rc,.t(s<._ Sprinklers: Type of Inspection: Address: Suite #:02/(Z 5.1.. -M,. Contact Person: Special Instructions: /Ir. ?#r/, -.1C Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS:�j Sprinklers: Fire Alarm: Hood & Duct: 5 �( /L�cl& Pre -Fire: z^i /Ir. ?#r/, -.1C 7 /C er-4cr 4_A. -#1//V / lS tel o f /�w$/ (41 3t/e-Gi y ei7, / �DO%r./F & ` ,' `.''^') , i,d ../v/KG 04se.., 4s ',pi- 7/7-,•44/4.."64 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: /001&/, , Hrs.: c,� $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 /6-5- /Sc- Doaril PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: *If /7L Type of Inspection: Addre s: Suite #: Z9/Z $ /Js ---71- Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. COM ENTS: Corrections required prior to approval. 71(f/ AS -5 612- ‘t Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /1,6----3 Date: ghti, 4 Hrs.: /, 0 L..0"" - i $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: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -s--Iss- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Alf,//4 h / 'ifType of In� ioIY/ ,,civAddress: Suite #: 2.9/ Z S. /3? Contact Perso Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 4z=/3 .Y144(4/ AV 2°06( A4- ,0.1/0,1- '&' Z ltel AS/1r A1-44 '~44Dr DZ Pre -Fire: Permits: YkV40.er- /SZJA /t," PO 4-"tr- dyeelo-D Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspecfor:fih3J Date: $/$h 6 Hrs.: 2. 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 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesig nservices. com WASHINGTON STATE CERTIIICATE Of COMPETENCY IIRE PROTECTION SPRINKLER iVSTEMi Bill Brian Belknap 642.1. . : -A Level 1 nie iew Roo ;. L.L.C. INI ' 942DF Job Name : MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Drawing Location : 2912 S 135TH STREET TUKWILA WA 98188 Remote Area : Contract : 160629-01 Data File : 160629-01 Military Lot 4 Plan 2711.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Date 6/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILITARY LOT 4 PLAN 2711 Location - TUKWILA WA 98188 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-29-2016 System No. - Contract No. - 160629-01 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 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 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 17 Summary C -Factor Used: Psi Required 57.74 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 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C 112 C a rf-a a) Clio CO c °EEEE'rn mama a) wcncn"cn . Nva) cr-NNOMtip (5000=0c/) E CU 0 0 O14)O OCOCO 0 c 0 0 0 NI- M N 0 0) CO0 N -OO 1.1)t) 0 0 0 N 0 O a Q UJ CO CO D Q LU 0 0 0 O O O 0 M 0 N Fittings Used Summary (0 01 CD O 0) l[) N 0 3 To 0 v G) C • 0 w' U C — N �+ Z zg Nm. 1- c 0 >- 0 cc XL CL J c M N 000 o' - o ') T- C) 0 0 00,-- T- '0)000 0 N- V 0000000 0 • M n r- 0 0 0 Ps O • N OD(0000 N 0 • N 0 0 O o o CO 0 • Mr M Cl 0 0 NC 0 M M 0 0 0 N 0 • •- N N 0 0 0 O 0 1- 1- N N 0 0 0 T-aoT- 1-000 000 N T -(DT -T-000 u) ocon M N �a ,- aD.- ,- N el T- (0'- 0) It ,N,--OT-aN r'N,-Tr,-,-N t CA U E 3 m c O • m `o a) 'O O X .-. 0 X X O C U 3 0) 0) 0 CIL 7 7 g crcr 0- rem()00)000 • • x .o O w O H D DD Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Page 4 Date 6/29/2016 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 57.74 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 116.0 H.21 116.0 H.19 116.0 T.40 116.0 T.41 116.0 T.37 108.0 H.16 108.0 H.23 108.0 H.24 108.0 H.20 108.0 T.45 108.0 T.39 108.0 H.9 108.0 H.1 108.0 H.7 108.0 H.6 108.0 H.8 108.0 T.30 108.0 T.31 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.27 116.0 H.22 116.0 T.43 116.0 T.38 124.0 H.26 124.0 T.44 124.0 T.42 124.0 H.11 116.0 T.29 116.0 H.14 116.0 T.36 116.0 T.32 108.0 H.15 124.0 H.5 124.0 H.12 124.0 T.35 116.0 T.34 116.0 T.33 116.0 4.9 12.03 17.0 12.66 13.09 13.4 13.73 17.8 17.89 17.98 18.02 18.07 18.08 18.11 18.18 18.23 18.3 18.36 18.42 18.44 19.15 21.14 33.17 43.96 44.86 57.74 12.39 13.14 13.45 10.13 10.16 10.16 10.17 13.55 13.77 13.59 13.72 18.03 10.14 10.15 10.16 13.72 13.73 13.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Date 6/29/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 H.2 H.4 H.3 T.28 H.13 H.17 116.0 116.0 116.0 116.0 116.0 116.0 108.0 13.73 13.74 13.75 13.76 13.77 13.73 17.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Date 6/29/2016 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.25 9.16 0.862 Utr 2.0 10.000 12.030 to 150.0 0.0 2.000 0.0 H.21 9.16 0.0529 0.0 12.000 0.635 H.21 0.0 0.862 Utr 2.0 6.000 12.665 to 150.0 0.0 2.000 0.0 H.19 9.16 0.0529 0.0 8.000 0.423 H.19 0.0 0.862 Utr 2.0 4.000 13.088 to 150.0 0.0 2.000 0.0 T.40 9.16 0.0528 0.0 6.000 0.317 T.40 -5.47 0.862 2Utb 34.0 5.000 13.405 to 150.0 0.0 28.000 0.0 T.41 3.69 0.0098 0.0 33.000 0.324 T.41 2.08 0.862 Utr 2.0 11.000 13.729 to 150.0 Utb 17.0 16.000 3.465 T.37 5.77 0.0224 0.0 27.000 0.606 T.37 -3.45 0.862 UeI 11.0 9.000 17.800 to 150.0 0.0 12.000 0.0 H.16 2.32 0.0041 0.0 21.000 0.087 H.16 0.0 0.862 UeI 11.0 9.000 17.887 to 150.0 0.0 12.000 0.0 H.23 2.32 0.0042 0.0 21.000 0.088 H.23 0.0 0.862 0.0 11.000 17.975 to 150.0 0.0 0.0 0.0 H.24 2.32 0.0041 0.0 11.000 0.045 H.24 0.0 0.862 Utr 2.0 9.000 18.020 to 150.0 0.0 2.000 0.0 H.20 2.32 0.0042 0.0 1.1.000 0.046 H.20 0.0 0.862 Utr 2.0 2.000 18.066 to 150.0 0.0 2.000 0.0 T.45 2.32 0.0042 0.0 4.000 0.017 K Factor = 4.90 Vel = 5.04 Vel = 5.04 Vel = 5.04 Vel = 2.03 Vel = 3.17 Vel = 1.28 Vel = 1.28 Vel = 1.28 T.45 0.0 0.862 Utr 2.0 5.000 18.083 to 150.0 0.0 2.000 0.0 T.39 2.32 0.0041 0.0 7.000 0.029 Vel = 1.28 Vel = 1.28 Vel = 1.28 T.39 0.0 0.862 Utr 2.0 14.000 18.112 to 150.0 0.0 2.000 0.0 H.9 2.32 0.0041 0.0 16.000 0.066 H.9 0.0 0.862 Utr 2.0 11.000 18.178 to 150.0 0.0 2.000 0.0 H.1 2.32 0.0042 0.0 13.000 0.054 H.1 0.0 0.862 Utr 2.0 14.000 18.232 to 150.0 0.0 2.000 0.0 H.7 2.32 0.0042 0.0 16.000 0.067 H.7 0.0 0.862 Utr 2.0 12.000 18.299 to 150.0 0.0 2.000 0.0 H.6 2.32 0.0041 0.0 14.000 0.058 Vel = 1.28 Vel = 1.28 Vel = 1.28 Vel = 1.28 H.6 0.0 0.862 Utr 2.0 12.000 18.357 to 150.0 0.0 2.000 0.0 _ H.8 2.32 0.0041 0.0 14.000 0.058 Vel = 1.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Date 6/29/2016 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.8 0.0 0.862 Utr 2.0 3.000 18.415 to 150.0 0.0 2.000 0.0 T.30 2.32 0.0042 0.0 5.000 0.021 T.30 6.32 0.862 Utb 17.0 1.000 18.436 to 150.0 0.0 14.000 0.0 T.31 8.64 0.0475 0.0 15.000 0.712 T.31 8.36 1.244 T 3.443 6.000 19.148 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0277 0.0 9.443 0.262 Vel = 1.28 Vel = 4.75 Vel = 4.49 S.1 0.0 1.244 E 1.721 5.000 21.142 to 150.0 T 3.443 5.594 11.732 * * Fixed Loss = 10 PRV 17.0 0.0278 G 0.43 10.594 0.295 Vel = 4.49 PRV 0.0 1.244 2E 3.443 25.000 33.169 to 150.0 0.0 3.443 10.000 * * Fixed Loss = 10 CPL 17.0 0.0278 0.0 28.443 0.790 Vel = 4.49 CPL 0.0 1.61 2E 12.089 100.000 43.959 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 113.600 0.899 Vel = 2.68 MTR 0.0 1.025 2E 5.4 35.000 44.858 to 150.0 0.0 5.400 10.000 * * Fixed Loss = 10 STR 17.0 0.0713 0.0 40.400 2.882 Vel = 6.61 0.0 17.00 57.740 K Factor = 2.24 H.25 7.83 0.862 0.0 9.000 12.030 to 150.0 0.0 0.0 0.0 H.27 7.83 0.0396 0.0 9.000 0.356 Vel = 4.30 H.27 0.0 0.862 Utr 2.0 17.000 12.386 to 150.0 0.0 2.000 0.0 H.22 7.83 0.0395 0.0 19.000 0.751 H.22 0.0 0.862 Utr 2.0 6.000 13.137 to 150.0 0.0 2.000 0.0 T.43 7.83 0.0395 0.0 8.000 0.316 T.43 -5.75 0.862 2Utb 34.0 13.000 13.453 to 150.0 0.0 28.000 -3.465 T.38 2.08 0.0034 0.0 41.000 0.140 T.38 -0.82 0.862 Utr 2.0 19.000 10.128 to 150.0 0.0 2.000 0.0 H.26 1.26 0.0013 0.0 21.000 0.028 H.26 0.0 0.862 0.0 6.000 10.156 to 150.0 0.0 0.0 0.0 T.44 1.26 0.0013 0.0 6.000 0.008 Vel = 4.30 T.44 0.0 0.862 Utr 2.0 2.000 10.164 to 150.0 0.0 2.000 0.0 T.42 1.26 0.0015 0.0 4.000 0.006 Vel = 4.30 Vel = 1.14 Vel = 0.69 Vel = 0.69 Vel = 0.69 T.42 0.82 0.862 Utb 17.0 14.000 10.170 to 150.0 0.0 14.000 3.465 T.41 2.08 0.0034 0.0 28.000 0.094 0.0 Vel = 1.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 8 MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Date 6/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 2.08 13.729 T.40 5.48 0.862 Utr 2.0 5.000 13.405 to 150.0 0.0 2.000 0.0 H.11 5.48 0.0204 0.0 7.000 0.143 H.11 0.0 0.862 Utr 2.0 9.000 13.548 to 150.0 0.0 2.000 0.0 T.29 5.48 0.0204 0.0 11.000 0.224 T.29 0.85 0.862 2Utb 34.0 17.000 13.772 to 150.0 0.0 28.000 3.465 T.30 6.33 0.0266 0.0 45.000 1.199 0.0 6.33 K Factor = 0.56 Vel = 3.01 Vel = 3.01 Vel = 3.48 18.436 K Factor = 1.47 T.43 5.75 0.862 Utr 2.0 4.000 13.453 to 150.0 0.0 2.000 0.0 H.14 5.75 0.0223 0.0 6.000 0.134 Vel = 3.16 H.14 0.0 0.862 Utr 2.0 4.000 13.587 to 150.0 0.0 2.000 0.0 T.36 5.75 0.0223 0.0 6.000 0.134 T.36 -0.85 0.862 2Utb 34.0 23.000 13.721 to 150.0 0.0 28.000 3.465 T.32 4.9 0.0166 0.0 51.000 0.848 T.32 3.45 0.862 Utr 2.0 9.000 18.034 to 150.0 Utb 17.0 16.000 0.0 T.31 8.35 0.0446 0.0 25.000 1.114 0.0 8.35 19.148 T.38 0.81 0.862 Utr 2.0 10.000 10.128 to 150.0 0.0 2.000 0.0 H.15 0.81 0.0006 0.0 12.000 0.007 H.15 0.0 0.862 Utr 2.0 32.000 10.135 to 150.0 0.0 2.000 0.0 H.5 0.81 0.0006 0.0 34.000 0.020 H.5 0.0 0.862 Utr 2.0 15.000 10.155 to 150.0 0.0 2.000 0.0 H.12 0.81 0.0006 0.0 17.000 0.010 H.12 0.0 0.862 Utr 2.0 5.000 10.165 to 150.0 0.0 2.000 0.0 T.42 0.81 0.0007 0.0 7.000 0.005 0.0 0.81 10.170 Vel = 3.16 Vel = 2.69 Vel = 4.59 K Factor = 1.91 Vel = 0.45 Vel = 0.45 Vel = 0.45 Vel = 0.45 T.36 0.85 0.862 Utr 2.0 2.000 13.721 to 150.0 0.0 2.000 0.0 T.35 0.85 0.0008 _ 0.0 4.000 0.003 K Factor = 0.25 T.35 0.0 0.862 Utr 2.0 5.000 13.724 to 150.0 0.0 2.000 0.0 T.34 0.85 0.0007 0.0 7.000 0.005 T.34 -0.15 0.862 Utr 2.0 1.000 13.729 to 150.0 0.0 2.000 0.0 T.33 0.7 0.0003 0.0 3.000 0.001 Vel = 0.47 Vel = 0.47 Vel = 0.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILITARY LOT 4 PLAN 2711 - One Head Calculation (H.25) Page 9 Date 6/29/2016 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.33 0.15 0.862 Utr 2.0 1.000 13.730 to 150.0 0.0 2.000 0.0 H.10 0.85 0.0007 0.0 3.000 0.002 H.10 0.0 0.862 Utr 2.0 12.000 13.732 to 150.0 0.0 2.000 0.0 H.2 0.85 0.0006 0.0 14.000 0.009 H.2 0.0 0.862 Utr 2.0 17.000 13.741 to 150.0 0.0 2.000 0.0 H.4 0.85 0.0006 0.0 19.000 0.012 H.4 0.0 0.862 Utr 2.0 11.000 13.753 to 150.0 0.0 2.000 0.0 H.3 0.85 0.0007 0.0 13.000 0.009 H.3 0.0 0.862 Utr 2.0 7.000 13.762 to 150.0 0.0 2.000 0.0 T.28 0.85 0.0007 0.0 9.000 0.006 T.28 0.0 0.862 Utr 2.0 5.000 13.768 to 150.0 0.0 2.000 0.0 T.29 0.85 0.0006 0.0 7.000 0.004 0.0 0.85 13.772 T.34 0.15 0.862 Utb 17.0 12.000 13.729 to 150.0 0.0 14.000 0.0 H.13 0.15 0.0 0.0 26.000 0.0 H.13 0.0 0.862 Utb 17.0 13.000 13.729 to 150.0 Utr 2.0 16.000 0.0 T.33 0.15 0.0 0.0 29.000 0.001 0.0 0.15 T.37 3.45 0.862 Utr 2.0 2.000 to 150.0 0.0 2.000 H.17 3.45 0.0088 0.0 4.000 H.17 0.0 0.862 Uel 11.0 11.000 to 150.0 0.0 12.000 T.32 3.45 0.0087 0.0 23.000 0.0 3.45 13.730 17.800 0.0 0.035 17.835 0.0 0.199 18.034 Vel = 0.47 Vel = 0.47 Vel = 0.47 Vel = 0.47 Vel = 0.47 Vel = 0.47 K Factor = 0.23 Vel = 0.08 V = 0.08 K Factor = 0.04 Vel = 1.90 Vel = 1.90 K Factor = 0.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SI SER l i�rrii N s A� ��1� t rr M sires i 18d12 0 BeP1:S` s'� N1 20 � — • r„A.". rrror brrr�r•r A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Drawing Location : 2912 S 135TH STREET TUKWILA WA 98188 Remote Area Contract : 160629-01 Data File : 160629-01 Military Lot 4 Plan 2711.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 APEX Design Services, Inc. -EP Page 1 MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Date 6/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILITARY LOT 4 PLAN 2711 Location - TUKWILA WA 98188 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-29-2016 System No. - Contract No. - 160629-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling M Listed Flow at Start Point - Listed Pres. at Start Point D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet - 7.04 16 G Note: N ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date 13 Gpm Psi x 16 0 Gpm Gpm 124 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 26.2673 Summary C -Factor Used: Psi Required 69.01 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) R Residual (Psi) Flow (Gpm) S Elevation P P L Y Pump Data: Rated Cap. @ Psi 90 Elev. 85 Other - 300 - 100 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N 2 ct) 2 0 U f0 0 v CU a) 3 W ' 1 0 c N Z U J it O m J (11.)c X< CL J_ Q N M N CO N a) -0 C RT .2!DO cU..Q. c0 � • EEEE ) • 0ca • U) .."--0) 1 1 N 1-1 OM 46 ca000I0U) E a) 0 0 0U)0 0) O M 0 0 0 0 L()M 0 O 00) a00 0 00 c0 0 0 0 0 CL W U) U) 0 Et W 0 v 0 0 0 M O CO 0< O Z M _ 0 LL 0 0 N 0 O N O A- 0 0 0 0 Fittings Used Summary m- M N N. - CID '-N.- 000 o,—o iI) y- c) NTy-rn y- o00 0 --v COaoo00 u) • a)nIs. 000 n 0 Y- N (0 (0 0 0 0 N O y- Nln10000 to 10 000 a O y M c) 0 0 0 N 10 m- y N N 0 0 0 O O N - N - N N 000 m-coN.-.-000 1.0 IL- Is. e-000 N —(0--x--000 .- N 0 COn M N N.- .1- op v -N y-Mr-(0N.-• 0� • N u) m- y- N �N.- V' • v- C4 • N'-(hgm- N� Uwoi- 55 Units Summary Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Flow Summary - NFPA 2007 APEX Design Services, Inc. -EP MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Page 4 Date 6/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.27 69.012 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 124.0 H.15 124.0 T.38 124.0 T.43 116.0 H.14 116.0 T.36 116.0 T.32 108.0 T.31 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.12 124.0 T.42 124.0 T.41 116.0 T.37 108.0 H.16 108.0 H.23 108.0 H.24 108.0 H.20 108.0 T.45 108.0 T.39 108.0 H.9 108.0 H.1 108.0 H.7 108.0 H.6 108.0 H.8 108.0 T.30 108.0 T.44 124.0 H.26 124.0 T.40 116.0 H.11 116.0 T.29 116.0 H.22 116.0 H.27 116.0 H.25 116.0 H.21 116.0 H.19 116.0 T.35 116.0 T.34 116.0 T.33 116.0 4.9 7.04 13.0 8.45 8.94 15.79 16.1 16.41 21.5 24.08 26.39 38.78 50.55 52.56 69.01 4.9 7.33 13.27 8.65 15.63 20.82 21.05 21.29 21.41 21.53 21.58 21.66 21.84 21.98 22.16 22.32 22.48 22.53 8.69 8.75 16.1 16.33 16.68 15.83 15.92 15.97 16.03 16.07 16.43 16.45 16.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 APEX Design Services, Inc. -EP MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Page 5 Date 6/29/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 H.2 H.4 H.3 T.28 H.13 H.17 116.0 116.0 116.0 116.0 116.0 116.0 108.0 16.47 16.52 16.58 16.63 16.66 16.45 20.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Date 6/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn H.5 8.03 0.862 Utr 2.0 32.000 7.040 to 150.0 0.0 2.000 0.0 H.15 8.03 0.0414 0.0 34.000 1.408 K Factor = 4.90 Vel = 4.41 H.15 0.0 0.862 Utr 2.0 10.000 8.448 to 150.0 0.0 2.000 0.0 T.38 8.03 0.0414 0.0 12.000 0.497 Vel = 4.41 T.38 3.61 0.862 2Utb 34.0 13.000 8.945 to 150.0 0.0 28.000 3.465 T.43 11.64 0.0824 0.0 41.000 3.378 Vel = 6.40 T.43 to H.14 -2.56 9.08 0.862 150.0 0.0520 Utr 2.0 0.0 0.0 4.000 2.000 6.000 15.788 0.0 0.312 Vel = 4.99 H.14 to T.36 0.0 9.08 0.862 150.0 0.0520 Utr 2.0 0.0 0.0 4.000 2.000 6.000 16.100 0.0 0.312 Vel = 4.99 T.36 to T.32 -2.11 6.97 0.862 150.0 0.0318 2Utb 34.0 0.0 0.0 23.000 28.000 51.000 16.412 3.465 1.624 Vel = 3.83 T.32 to T.31 6.17 13.14 0.862 150.0 0.1030 Utr 2.0 Utb 17.0 0.0 9.000 16.000 25.000 21.501 0.0 2.574 Vel = 7.22 T.31 to S.1 13.13 26.27 1.244 150.0 0.0622 T 3.443 6.000 24.075 0.0 3.443 1.732 0.0 9.443 0.587 Vel = 6.93 S.1 0.0 1.244 E 1.721 5.000 26.394 to 150.0 T 3.443 5.594 11.732 * * Fixed Loss = 10 PRV 26.27 0.0622 G 0.43 10.594 0.659 Vel = 6.93 PRV 0.0 1.244 2E 3.443 25.000 38.785 to 150.0 0.0 3.443 10.000 ** Fixed Loss = 10 CPL 26.27 0.0622 0.0 28.443 1.768 Vel = 6.93 CPL 0.0 1.61 2E 12.089 100.000 50.553 to 150.0 C 1.511 13.600 0.0 MTR 26.27 0.0177 0.0 113.600 2.011 Vel = 4.14 MTR 0.0 1.025 2E 5.4 35.000 52.564 to 150.0 0.0 5.400 10.000 STR 26.27 0.1596 0.0 40.400 6.448 **Fixed Loss =10 Vel = 10.21 0.0 26.27 69.012 K Factor = 3.16 H.5 to H.12 4.97 4.97 0.862 150.0 0.0171 Utr 2.0 0.0 0.0 15.000 2.000 17.000 7.040 0.0 0.290 Vel = 2.73 H.12 to T.42 13.27 18.24 0.862 150.0 0.1889 Utr 2.0 0.0 0.0 5.000 2.000 7.000 7.330 0.0 1.322 K Factor = 4.90 Vel = 10.03 T.42 to T.41 -3.62 14.62 0.862 150.0 0.1255 Utb 17.0 0.0 0.0 14.000 14.000 28.000 8.652 3.465 3.515 Vel = 8.04 T.41 to T.37 -4.49 10.13 0.862 150.0 0.0636 Utr 2.0 Utb 17.0 0.0 11.000 16.000 27.000 15.632 3.465 1.718 Vel = 5.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Date 6/29/2016 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.37 to H.16 -6.17 3.96 0.862 150.0 0.0112 UeI 11.0 0.0 0.0 9.000 12.000 21.000 20.815 0.0 0.236 Vel = 2.18 H.16 to H.23 0.0 3.96 0.862 150.0 0.0112 UeI 11.0 0.0 0.0 9.000 12.000 21.000 21.051 0.0 0.235 Vel = 2.18 H.23 to H.24 0.0 3.96 0.862 150.0 0.0113 0.0 0.0 0.0 11.000 0.0 11.000 21.286 0.0 0.124 Vel = 2.18 H.24 to H.20 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 9.000 2.000 11.000 21.410 0.0 0.123 Vel = 2.18 H.20 to T.45 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 2.000 2.000 4.000 21.533 0.0 0.045 Vel = 2.18 T.45 to T.39 0.0 3.96 0.862 150.0 0.0113 Utr 2.0 0.0 0.0 5.000 2.000 7.000 21.578 0.0 0.079 Vel = 2.18 T.39 to H.9 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 14.000 2.000 16.000 21.657 0.0 0.179 Vel = 2.18 H.9 to H.1 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 11.000 2.000 13.000 21.836 0.0 0.146 Vel = 2.18 H.1 to H.7 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 14.000 2.000 16.000 21.982 0.0 0.179 Vel = 2.18 H.7 to H.6 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 12.000 2.000 14.000 22.161 0.0 0.157 Vel = 2.18 H.6 to H.8 0.0 3.96 0.862 150.0 0.0113 Utr 2.0 0.0 0.0 12.000 2.000 14.000 22.318 0.0 0.158 Vel = 2.18 H.8 to T.30 0.0 3.96 0.862 150.0 0.0112 Utr 2.0 0.0 0.0 3.000 2.000 5.000 22.476 0.0 0.056 Vel = 2.18 T.30 9.17 0.862 Utb 17.0 1.000 22.532 to 150.0 0.0 14.000 0.0 T.31 13.13 0.1029 0.0 15.000 1.543 Vel = 7.22 0.0 13.13 24.075 K Factor = 2.68 T.42 3.61 0.862 Utr 2.0 2.000 8.652 to 150.0 0.0 2.000 0.0 T.44 3.61 0.0095 0.0 4.000 0.038 Vel = 1.98 T.44 to H.26 0.0 3.61 0.862 150.0 0.0095 0.0 0.0 0.0 6.000 0.0 6.000 8.690 0.0 0.057 Vel = 1.98 H.26 0.0 0.862 Utr 2.0 19.000 8.747 to 150.0 0.0 2.000 0.0 T.38 3.61 0.0094 0.0 21.000 0.198 Vel = 1.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams APEX Design Services, Inc. -EP Page 8 MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Date 6/29/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes '••*** 0.0 3.61 8.945 K Factor = 1.21 T.41 4.49 0.862 2Utb 34.0 5.000 15.632 to 150.0 0.0 28.000 0.0 T.40 4.49 0.0141 0.0 33.000 0.466 Vel = 2.47 T.40 2.57 0.862 Utr 2.0 5.000 16.098 to 150.0 0.0 2.000 0.0 H.11 7.06 0.0326 0.0 7.000 0.228 Vel = 3.88 H.11 0.0 0.862 Utr 2.0 9.000 16.326 to 150.0 0.0 2.000 0.0 T.29 7.06 0.0326 0.0 11.000 0.359 Vel = 3.88 T.29 2.11 0.862 2Utb 34.0 17.000 16.685 to 150.0 0.0 28.000 3.465 T.30 9.17 0.0529 0.0 45.000 2.382 Vel = 5.04 0.0 9.17 22.532 K Factor = 1.93 T.43 2.56 0.862 Utr 2.0 6.000 15.788 to 150.0 0.0 2.000 0.0 H.22 2.56 0.0050 0.0 8.000 0.040 Vel = 1.41 H.22 0.0 0.862 Utr 2.0 17.000 15.828 to 150.0 0.0 2.000 0.0 H.27 2.56 0.0050 0.0 19.000 0.095 Vel = 1.41 H.27 0.0 0.862 0.0 9.000 15.923 to 150.0 0.0 0.0 0.0 H.25 2.56 0.0050 0.0 9.000 0.045 Vel = 1.41 H.25 0.0 0.862 Utr 2.0 10.000 15.968 to 150.0 0.0 2.000 0.0 H.21 2.56 0.0050 0.0 12.000 0.060 Vel = 1.41 H.21 0.0 0.862 Utr 2.0 6.000 16.028 to 150.0 0.0 2.000 0.0 H.19 2.56 0.0050 0.0 8.000 0.040 Vel = 1.41 H.19 0.0 0.862 Utr 2.0 4.000 16.068 to 150.0 0.0 2.000 0.0 T.40 2.56 0.0050 0.0 6.000 0.030 Vel = 1.41 0.0 2.56 16.098 K Factor = 0.64 T.36 2.11 0.862 Utr 2.0 2.000 16.412 to 150.0 0.0 2.000 0.0 T.35 2.11 0.0035 0.0 4.000 0.014 Vel = 1.16 T.35 0.0 0.862 Utr 2.0 5.000 16.426 to 150.0 0.0 2.000 0.0 T.34 2.11 0.0034 0.0 7.000 0.024 Vel = 1.16 T.34 -0.36 0.862 Utr 2.0 1.000 16.450 to 150.0 0.0 2.000 0.0 T.33 1.75 0.0027 0.0 3.000 0.008 Vel = 0.96 T.33 0.36 0.862 Utr 2.0 1.000 16.458 to 150.0 0.0 2.000 0.0 H.10 2.11 0.0033 0.0 3.000 0.010 Vel = 1.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILITARY LOT 4 PLAN 2711 - Two Head Calculation (H.5 & H.12) Page 9 Date 6/29/2016 Hyd. Ref. Point Qa Dia. Qt Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn Notes H.10 0.0 0.862 to 150.0 H.2 2.11 0.0035 Utr 2.0 0.0 0.0 12.000 2.000 14.000 16.468 0.0 0.049 Vel = 1.16 H.2 0.0 0.862 to 150.0 H.4 2.11 0.0035 Utr 2.0 0.0 0.0 17.000 2.000 19.000 16.517 0.0 0.067 Vel = 1.16 H.4 0.0 0.862 to 150.0 H.3 2.11 0.0035 Utr 2.0 0.0 0.0 11.000 2.000 13.000 16.584 0.0 0.045 Vel = 1.16 H.3 0.0 0.862 to 150.0 T.28 2.11 0.0036 Utr 2.0 0.0 0.0 7.000 2.000 9.000 16.629 0.0 0.032 Vel = 1.16 T.28 0.0 0.862 to 150.0 T.29 2.11 0.0034 Utr 2.0 0.0 0.0 5.000 2.000 7.000 16.661 0.0 0.024 Vel = 1.16 0.0 2.11 16.685 K Factor = 0.52 T.34 0.36 0.862 to 150.0 H.13 0.36 0.0002 Utb 17.0 0.0 0.0 12.000 14.000 26.000 16.450 0.0 0.004 Vel = 0.20 H.13 0.0 0.862 to 150.0 T.33 0.36 0.0001 Utb Utr 17.0 2.0 0.0 13.000 16.000 29.000 16.454 0.0 0.004 Vel = 0.20 0.0 0.36 16.458 K Factor = 0.09 T.37 6.17 0.862 to 150.0 H.17 6.17 0.0255 Utr 2.0 0.0 0.0 2.000 2.000 4.000 20.815 0.0 0.102 Vel = 3.39 H.17 0.0 0.862 to 150.0 T.32 6.17 0.0254 Uel 11.0 0.0 0.0 11.000 12.000 23.000 20.917 0.0 0.584 Vel = 3.39 0.0 6.17 21.501 K Factor = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY, 51'A11C P51: 90 15119UAL P51: 85 FLOW GPM: 300 20' OF I-1/ 2" AQUAMX FROM CPL 100' — 100' OF I-1/ 2" POLY MOM TNF Mt— n I I I" K1tP 35' OF I" COPPPP FROM 11 -IF 5iMf WA COUPLING P�v 5' OF I-1/ 2" AQUAMX POM 11-E PPV TO 5.1 :I? 5�I?VIC� b11'AIL N,T.5, I HEA12 2 HRA2 M051- HYI2PALILICALLY PRMalt WA125 H�Al7 # H,25 H,5 & H,12 GPM P11F55UP.E PRQ'12 Af 5T1VT 17 57,74 26 69.01 KO ▪ ' , /• 2' A 111;'1'> X Fr.OM 5.1 TO MAID 5°211\\<L;p LOOP, 5-I FLOW 5WI1C �I 5: A55� MOY I i PI -4" V— J J— 1/ U N01'5, IF A flV 15 3�ING II\51"A.1.2, \O A/01 -AN A\ 8 P51 1°P.551.1 2POP A1' 26 GPM 15 PWQUM21 A III APO1LO 01? 561 -LF S PI;S flV 15 P COMMeN 2Nn SPI II�KL 1 5Y51'rM 251G\ 200 NFPA 02 51'AN2ARn ;21'0 PI -4" I LIAI3LANf7 5NJU CONCALNn 519pINKLE1 IN5fALLA11ON GUIf2t For;'" 5fff poCK N,15, I?EWAI31-E M017EL5 • P.FC-30 LL • ITC -4911 SENJU 5PI?INKLEt? MOREL • PC 5 bottom of cover plate cup " above bottom of Joist bottom of cover plate cup" below bottom of Joist WCTIO\5 NPPA 136 rAI31.7,5,5,3 t2151`ANa5 PROM HAAT 50UIU5 CONaa12 Al2APT P PITTING MOUNTING 12 TAIL rkorrx Er tEE MUdIMUM art—MON Or rare "4/ 2", MAXIMUM cur LENGIN Or pip 12", rRorex Pike 5:111Q -ER Ar1AP Ek PIELI2 VVPIPY FINI51t7 CEILING MATI;IA1. 1O IDE11:PMINE MOUNTING l-mGHr 121MEN5ION HEAT 5OU1?CE OPI2INAPY NMP IN rigaIA11^ IN P 5112E OP PIRREPLACE 36" 12" FRONT OF FIREPLACE 60" 3611 W001213UPNING 51OVE 42" 12" KITCHEN PANGe 18" 9" WALL OVeN 18" 911 HOf AIR FLUE5 18" 911 UNIN5ULAIW HEAP t UC1-5 18" 9" UNIN5ULATE12 HOr WASP PIPE5 12" 6" 5It2E OP HOT AIR t2IFFU5eP 24" 12" FRONT OF H0r ATP t21PPU5ER 36" 18" HOT WA11;t? HEATP 6" 311 FURNACE 611 311 OW -250W LIGHT FIXTUIT 6" 311 250W -499W WGHr FIXTURE 12" 6" PLA511C SPACERS MULE(-PU2P05PLOW SWITCH IN51"ALLAlION NT,5, 6" 1 A,AIN I3 L- 1'O LOCA Ok An21 55 5IP' OF 3UWl r n.•\ COLO/ I�IN�11't'� LFG,FN ELULINF5- FFFt2 10 MIXTLPF5 (I3AtH, 5-IOW.P, F1'6.). 13LACK LIN5- SPRINKIZ: HAf2 TO 5 INKLR I-I�Af2, 1/ 2" PlP51ZP 3/ 4 151ZF - I" PIPS 51Z� 1 1/ 2" PIPF 51Z� i 1/. TH15 5UGGP51Wp LAYOUT" 1513A5t12 UPON INFORMATION PPOVIl2R1213Y OTHMS, CHANc 5 IN CONSTRUCTION OP FEW CONI2IT1ONS MAY OCCUR WHICH MAY 1QUIM CHANa5 TO 11 -IP LAYOUT, IT 15 TM M5PON51131LITY OF 1-E INSTALxP TO NOTIFY APEX M51GN 5PRVIa5 OF SUCH CHANGR5, O - - 23 LLYC99-16 0 LaC49-18 0 LL1M-16-115 ITLIAf3LE Model LL-1TC49ffC49 Conceded Pendent Spr rMer K -4.9,155x-, 5/8" Orifice, Maximum Spacing 16'x16' Sii,Mer head demand: 15 cpm @ 7.04 ITUAM Model 1.1,-ITC4912PC49 Conceded Pendent Sprlr ler K -4.9,155x', 5/ 8" Orifice, Maximum Spacing 18'118' 5prIrMer head demaul:17 gpm @ 12.05 rILIA73t.R Model LL-FI-R49x1-R49 Recessed Pendent Sprhdxler K-4.9, 175F•, 7/16" Orifice, Maximum Spacing 16'x16' *Wee head deniatd: 15 cpm @ 7.04 ih*II k�ASS PS.G. ININC� c:7 T-1 50 SOAKING TUB UNIT UFC49-16 5 ac49- Mme,' BBLDR STUD LAT UDS 4 L'TES ALL ti3UIL GOLUM USE 147 STA ME R/41 SE FP 15" OFIF FLOOR -�1 LI,ITC49-16 5A1/3"X 1" FLOFI PLATT! rr 56 HIGH �p OPEN RAIL . wirara. ArArarmirAvArdrar LIP1-4" TUB/SHOWER SEE NOTES 50 �I GFM FAN l VTO, BATH 2X51 HALL SW. BELOW BEDROOM TING 5" ST BOLL, UF' TO MINIMI GATTPET 22 "X30" ATTIC- ACCESS TTIGACCESS IN KNEE WALL INS 4 HS LLPTC49-16 OUT000R AIR TO BE PROVIDED VIA INTEGRATI {^LITH THE FORGED AIR ST COMBUSTION AIR TO BE PROVIDED TO THE FURNA PER IRC, -62407.5 AND c52407.6 I X2 SAGE If H UP I- HT PO DITI N 1-2" X STUD PLATE ., 'C49-16 L -U 49-16-I LLE49-16 2F649-16 4X 16©80 C7.H. &P,RA&F ISO 601/]=REIN PORCH CON' 3X STUDS 4 'PLATES 5' " 4'-10" IXI �- 22"X30" ATTIG AGCESS IN KNEE HALL INS 4 HS CARPET 3'-10" BEDROOM T+�,t2F.lay-18 CARPET LINE OF HALL BELOW (2)2X5 PLAT' LINE OF FLOOI ABOVE (2) 2X 5 U PLAT S MAI vjoo, 00 1060 FXD. (S.&.) 0 106© FXD. (S.cS.) x./.11 II_QII 2050 SING HUN LINE OF NALL BELOW WHdaL 1 HOUSE FAN VTO PAIR 2S S PTIN ATH AUNDR tJ Without Comments As Noted in Reil O Per The Attached Letter These plans have heert reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptanix 15 subject to errors and omissions which do n, J.ir;,horize violations of adopted standards and or cinanoi , The responsibility for the adequacy of design with the designer. Additions, delehoi F : ; Fro these drawings after wlii require a resubmit ai �'Ibsequent approva Final acceptaffci,,f. The Tukwila Fir. i Date:%•x,`1,1 ,70 test and inspection by * /4I AIM >lt iy • Rom,;(t L ")i-0A-rer�vo-4• I/,611 -II OII FLOO TUKWII.A FIRE DEPARTMENT Pi se call 206-575-1407 and give this fire Permit No. and exact address fr shut- down hutdown or , /Iv 4 �.. ; approved. 0 10$\\ 5 ftOO 0 X10°/ 1/ 411-=-,11-0" 1 r DESIGN SER 1 �. 01 CD I\ y --.s . MIt 5MINKI.W. 1073147th PI W Mukilteo, WA 98275 PH: 425-493-9680 FM: 425-493-9717 5AL5 PRP: 15112FN11AL FM PPOTfC110N 5Y51'M 11,113 TYPE: I/ 2" TO 1-1/ 2" AQUAPX 5PPINKLPP INFORMA110N # OF 1t A175 THIS 9 -E -T - 27 # OF HA125 TH15 J013 - 27 5TA11C PI'R55Ut I5¢ 90 _ r�R! C BillBrian X64 :0508-A • w ,n, i.iNS =r==Ura ■ Z IRcy ClRT/r/CAT! OTly-TION Bet Lap View Ro R942 r\ rrrr• • -ri ON STAT! ■ Of COMPOTE vs is -rc S 6rRoNKI.lrI • • I 1 e 'i. uiI� ` ■ f><= r' ua• r..r rMw,rrr KAHN 13A13IP 'c""-- CO ()01 \ \ �, r1/4:0 \ ..„.......< C) _ N \ 2 3 PRELIM, &CONST, 1( I - I,. 06-29-2016 ..... 4 O. } VISON/ 1551,P 12A1 00 PAID 212016 TUKWILA ,gr. PROJPCf # : 160629-01 COMPANY: PANrP VIEW ROO1tP CONTACT: 131LL.I3FLKNAP CONTACT PHONP #: (253) 435-1996 SCAL: 1/ 4" = l'-0" I2 5IGNN2 I3Y: 5tPHANIP PAHEY CHECKPf713Y: KAHN 13A13IP 00 PAID 212016 TUKWILA ,gr.