Loading...
HomeMy WebLinkAboutPP - 12604 40TH AVE S - TUKWILA LOT 125-01 - PERMITS AND PLANS12604 40TH AVE S ASSOCIATED PERMITS 16-5-083 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** Site Address: 1a (aCt/ yd ti Ave s Tenant Name: 1`' g( 1 C4 m ; j `, Property Owner's Name: FA Mailing Address: CONTACT{PERSON-if there are questions about the submittal. Name: ) O jK1 King Co. Assessor's Tax No.:23±i0 to at) &Lo a Suite Number: Floor: New Tenant? ❑ - Yes ❑ - No Company Name: i \(1 FA wY'11 MailingAddress: P t9. AO ? 3) 3 i Lt s ii Alta 10 4 q 2t % � �' a b y,h Q Olty State zip E-mail Address: rC4.�Yce I e b C'.( C l�.�'1 Fax Number:_aJ",j-- 9%- (aye Contractor's City of Tukwila Business License number: (/t — 099 4 % 7) Total number of new/relocated devices or sprinkler heads: /l/4� l41 C ty State Zip Day Telephone: ac3- 6;e0-- g 3 /1 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): p4I C, )1 j t f.o r lla6 i e ;1 11.1r - 'Or n 1(r°'Orin ler systrrr.. i new S I )e Puri 1f gTcL,ic e 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 OR AUTHORIZED AGENT: Signature: Date: Print Name: RO Se r 1 }. C (� J Pt`_s-f f Tr. Day Telephone: A6.--3 " £?0 -613 Plan Permit App.doc 8/22/14 TFD FP Form 8 DESI SE WASHI STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ill Brian Belknap 6642-0508-A Level 1 R inier View - ..ter, L.L.C.' 1\ U,, A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales©a-pexdesig nservices. com IV-' 2 Onte Job Name Drawing Location Remote Area Contract Data File : TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) : 12604 40TH AVE S TUKWILA WA 98168 : 160308-05 : 160308-05 Tukwila Lot 125-01 Plan 3074.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Page 1 Date 3/9/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 125-01 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 03-09-2016 System No. - Contract No. - 160308-05 Drawing No. Non -Combustible Ceiling Height 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 - Listed Pres. at Start Point - 7.04 16 D E S I G N MAXIMUM LISTED SPACING Domestic Flow Added Additional Flow Added Elevation at Highest Outlet - Note: 13 Gpm Psi x 16 0 Gpm Gpm 116 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 26.0121 Summary C -Factor Used: Psi Required 67.57 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 0 O)w a0 2 05 O 2 c 0 IT) (0 0 a co d 0 W I O U c F- UQ (() N - co F - c0 J N < O � W Y aD a� c m m 3mo E Ozt-a0 clad c0 'rnc °EEEE 0 N N o a) o ai wino mg W (a CI) U) (01 a� cNN OM (gyp co 00010 CI) E N 0 O O (l) d) co co •• N it `)y3 (q � O �n.LL Q 7 7 0_U 6a u)12 .00 O i i CV CV 0 6 0 0- 0 0 ( M N O O ( 0 CO 0. 0 or) CL Q W CA Cn D W o 0 - M 0 0 N 0 u) O O O LO M O LO N Windham N.H. USA 03087 Computer Programs by Hydratec Inc. Fittings Used Summary 2 co. O U f6 0 m a0 o W = c N c- 0 'E CO C �O N LD 0. W Q ~ • M N '-(O.-.- 000 O - O '-(n,—'-OOO (D O c -Cr •- CO 0 0 0 0 T- vao(OOO I's O • N (D (D O OO N O '- N (() 'l) O OO O T- T- Q M 0 0 0 V O ▪ (+) M 0 00 N U) �- '- N N 0 0 0 O O ▪ N N 0 0 0 r - ▪ O — ,- 0 0 0 CO e -N- - 000 N •- (D <-.-000 <- 0 CO N- 0/ M N • Cr O.- ,- N X01 OD Tm V T- N (() ,- ,-N C- 0,1 C -N,— 0/ '- N, - k ` TD a Units Summary L O C C N 2(o 6 Q N C 4) Oa 0 CD N Q) .. (7 C Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Date 3/9/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.946 26.01 67.572 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.6 116.0 H.9 116.0 H.14 116.0 H.17 116.0 T.42 116.0 T.43 108.0 H.15 108.0 T.41 108.0 H.10 108.0 H.7 108.0 H.1 108.0 H.2 108.0 H.8 108.0 T.36 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.4 116.0 H.3 116.0 H.5 116.0 T.35 116.0 T.39 108.0 T.38 108.0 T.37 108.0 H.11 108.0 H.12 116.0 T.40 116.0 H.18 116.0 T.44 116.0 T.47 116.0 T.46 116.0 H.21 116.0 H.24 116.0 T.48 116.0 H.26 116.0 H.22 116.0 H.23 116.0 H.28 116.0 H.32 116.0 T.51 116.0 4.9 7.04 13.0 9.41 11.69 13.87 14.51 19.3 19.44 19.96 20.46 20.96 22.1 23.65 24.79 25.88 28.68 41.05 52.48 53.59 67.57 4.9 7.05 13.01 10.95 13.52 13.96 19.28 19.39 20.94 21.67 15.02 15.16 14.7 15.01 15.17 15.47 15.21 15.22 15.23 15.32 15.4 15.45 15.18 15.2 15.2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) • Page 5 Date 3/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.50 H.33 H.13 H.20 T.45 H.30 H.34 T.49 H.27 H.25 H.16 H.19 H.29 H.31 116.0 116.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 108.0 15.2 15.21 19.3 19.32 19.33 19.37 19.38 19.43 19.57 19.71 19.87 19.34 19.38 19.43 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Date 3/9/2016 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.6 12.30 0.862 UeI 11.0 14.000 7.040 to 150.0 0.0 12.000 0.0 H.9 12.3 0.0911 0.0 26.000 2.368 H.9 0.0 0.862 UeI 11.0 13.000 9.408 to 150.0 0.0 12.000 0.0 H.14 12.3 0.0911 0.0 25.000 2.278 H.14 0.0 0.862 UeI 11.0 12.000 11.686 to 150.0 0.0 12.000 0.0 H.17 12.3 0.0911 0.0 24.000 2.186 H.17 0.0 0.862 Utr 2.0 5.000 13.872 to 150.0 0.0 2.000 0.0 T.42 12.3 0.0910 0.0 7.000 0.637 T.42 -5.53 0.862 2Utb 34.0 16.000 14.509 to 150.0 0.0 28.000 3.465 T.43 _6.77 0.0302 0.0 44.000 1.328 T.43 -1.77 0.862 Utr 2.0 6.000 19.302 to 150.0 0.0 2.000 0.0 H.15 5.0 0.0173 0.0 8.000 0.138 H.15 0.0 0.862 Utb 17.0 4.000 19.440 to 150.0 UeI 11.0 26.000 0.0 _T.41 5.0 0.0172 0.0 30.000 0.517 T.41 3.09 0.862 Utr 2.0 10.000 19.957 to 150.0 0.0 2.000 0.0 H.10 8.09 0.0420 0.0 12.000 0.504 H.10 0.0 0.862 Utr 2.0 10.000 to 150.0 0.0 2.000 H.7 8.09 0.0420 0.0 12.000 20.461 0.0 0.504 H.7 0.0 0.862 UeI 11.0 15.000 20.965 to 150.0 0.0 12.000 0.0 H.1 8.09 0.0420 0.0 27.000 1.134 H.1 0.0 0.862 2UeI 22.0 13.000 22.099 to 150.0 0.0 24.000 0.0 H.2 8.09 0.0420 0.0 37.000 1.553 H.2 0.0 0.862 UeI 11.0 15.000 23.652 to 150.0 0.0 12.000 0.0 H.8 8.09 0.0420 0.0 27.000 1.134 H.8 0.0 0.862 Utb 17.0 12.000 24.786 to 150.0 0.0 14.000 0.0 T.36 8.09 0.0420 0.0 26.000 1.092 T.36 17.92 1.244 T 3.443 14.000 25.878 to 150.0 0.0 3.443 1.732 S.1 26.01 0.0611 0.0 17.443 1.065 S.1 0.0 1.244 E 1.721 5.000 28.675 to 150.0 T 3.443 5.594 11.732 PRV 26.01 0.0611 G 0.43 10.594 0.647 PRV 0.0 1.244 2E 3.443 20.000 41.054 to 150.0 0.0 3.443 10.000 CPL 26.01 0.0610 0.0 23.443 1.431 K Factor = 4.90 Vel = 6.76 Vel = 6.76 Vel = 6.76 Vel = 6/6 Vel = 3.72 Vel = 2.75 Vel = 2.75 Vel = 4.45 Vel = 4.45 Vel = 4.45 Vel = 4.45 Vel = 4.45 Vel = 4.45 Vel = 6.87 * * Fixed Loss = 10 Vel = 6.87 * * Fixed Loss = 10 Vel = 6.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Date 3/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes CPL 0.0 1.61 2E 12.089 50.000 52.485 to 150.0 C 1.511 13.600 0.0 MTR 26.01 0.0174 0.0 63.600 1.106 MTR 0.0 1.025 2E 5.4 20.000 53.591 to 150.0 0.0 5.400 10.000 STR 26.01 0.1567 0.0 25.400 3.981 0.0 26.01 67.572 H.6 0.71 0.862 Uel 11.0 11.000 7.040 to 150.0 0.0 12.000 0.0 H.4 0.71 0.0005 _ 0.0 23.000 0.011 H.4 13.01 0.862 2Uel 22.0 11.000 7.051 to 150.0 0.0 24.000 0.0 H.3 13.72 0.1115 0.0 35.000 3.903 H.3 0.0 0.862 Uel 11.0 11.000 10.954 to 150.0 0.0 12.000 0.0 H.5 13.72 0.1115 0.0 23.000 2.565 H.5 0.0 0.862 Utr 2.0 2.000 13.519 to 150.0 0.0 2.000 0.0 T.35 13.72 0.1115 0.0 4.000 0.446 T.35 -6.48 0.862 2Utb 34.0 26.000 13.965 to 150.0 0.0 28.000 3.465 T.39 7.24 0.0342 0.0 54.000 1.847 T.39 -1.32 0.862 Utr 2.0 3.000 19.277 to 150.0 0.0 2.000 0.0 T.38 5.92 0.0234 0.0 5.000 0.117 T.38 5.03 0.862 Utb 17.0 7.000 19.394 to 150.0 0.0 14.000 0.0 T.37 10.95 0.0736 0.0 21.000 1.545 T.37 6.97 0.862 Utr 2.0 2.000 20.939 to 150.0 0.0 2.000 0.0 H.11 17.92 0.1828 0.0 4.000 0.731 H.11 0.0 0.862 Utb 17.0 7.000 21.670 to 150.0 Utr 2.0 16.000 0.0 T.36 17.92 0.1830 0.0 23.000 4.208 0.0 _ _ 17.92 25.878 T.35 6.48 0.862 Uel 11.0 26.000 13.965 to 150.0 0.0 12.000 0.0 H.12 6.48 0.0278 0.0 38.000 1.057 H.12 0.0 0.862 Utr 2.0 3.000 15.022 to 150.0 0.0 2.000 0.0 T.40 6.48 0.0278 - 0.0 5.000 0.139 T.40 -1.44 0.862 Utb 17.0 28.000 15.161 to 150.0 Utr 2.0 16.000 3.465 T.38 5.04 0.0175 0.0 44.000 0.768 0.0 5.04 19.394 Vel = 4.10 * * Fixed Loss = 10 Vel = 10.11__ K Factor = 3.16 Vel = 0.39 K Factor = 4.90 Vel = 7.54 Vel = 7.54 Vel = 7.54 Vel = 3.98 Vel = 3.25 Vel = 6.02 Vel = 9.85 Vel = 9.85 K Factor = 3.52 Vel = 3.56 Vel = 3.56 Vel = 2.77 K Factor = 1.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Page 8 Date 3/9/2016 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.42 5.53 0.862 Utr 2.0 7.000 14.509 to 150.0 0.0 2.000 0.0 _H.18 5.53 0.0208 0.0 9.000 0.187 H.18 0.0 0.862 Utr 2.0 13.000 14.696 to 150.0 0.0 2.000 0.0 T.44 5.53 0.0208 0.0 15.000 0.312 T.44 0.0 0.862 Utr 2.0 6.000 15.008 to 150.0 0.0 2.000 0.0 T.47 _ 5.53 _ 0.0208 0.0 8.000 0.166 T.47 -0.96 0.862 Utb 17.0 4.000 15.174 to 150.0 Utr 2.0 16.000 0.0 T.46 4.57 0.0146 0.0 20.000 0.292 T.46 2.40 0.862 2Utb 34.0 35.000 15.466 to 150.0 0.0 28.000 3.465 T.37 6.97 0.0319 0.0 63.000 2.008 0.0 6.97 20.939 T.40 1.44 0.862 Uel 11.0 14.000 15.161 to 150.0 0.0 12.000 0.0 H.21 1.44 0.0017 0.0 26.000 0.045 H.21 0.0 0.862 Utr 2.0 6.000 15.206 to 150.0 0.0 2.000 0.0 H.24 1.44 0.0018 0.0 8.000 0.014 H.24 0.0 0.862 Utr 2.0 2.000 15.220 to 150.0 0.0 2.000 0.0 T.48 1.44 0.0018 0.0 4.000 0.007 T.48 0.96 0.862 Utb 17.0 6.000 15.227 to 150.0 0.0 14.000 0.0 H.26 2.4 0.0044 0.0 20.000 0.088 H.26 0.0 0.862 Uel 11.0 8.000 15.315 to 150.0 0.0 12.000 0.0 H.22 2.4 0.0044 0.0 20.000 0.089 H.22 0.0 0.862 Utr 2.0 8.000 15.404 to 150.0 0.0 2.000 0.0 H.23 2.4 0.0044 0.0 10.000 0.044 H.23 0.0 0.862 Utr 2.0 2.000 15.448 to 150.0 0.0 2.000 0.0 T.46 2.4 0.0045 0.0 4.000 0.018 0.0 2.40 15.466 T.47 0.96 0.862 Utr 2.0 5.000 15.174 to 150.0 0.0 2.000 0.0 H.28 0.96 0.0009 0.0 7.000 0.006 H.28 0.0 0.862 Utr 2.0 17.000 15.180 to 150.0 0.0 2.000 0.0 H.32 0.96 0.0008 0.0 19.000 0.015 H.32 0.0 0.862 Utr 2.0 6.000 15.195 to 150.0 0.0 2.000 0.0 T.51 0.96 0.0009 0.0 8.000 0.007 Vel = 3.04 Vel = 3.04 Vel = 3.04 Vel = 2.51 Vel = 3.83 K Factor = 1.52 Vel = 0.79 Vel = 0.79 Vel = 0.79 Vel = 1.32 Vel = 1.32 Vel = 1.32 Vel = 1.32 K Factor = 0.61 Vel = 0.53 Vel = 0.53 Vel = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Page 9 Date 3/9/2016 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.51 0.0 0.862 0.0 2.000 15.202 to 150.0 0.0 0.0 0.0 T.50 0.96 0.0005 0.0 2.000 0.001 T.50 0.0 0.862 Utr 2.0 7.000 15.203 to 150.0 0.0 2.000 0.0 H.33 0.96 0.0008 0.0 9.000 0.007 H.33 0.0 0.862 Uel 11.0 8.000 15.210 to 150.0 0.0 12.000 0.0 T.48 0.96 0.0008 _ - 0.0 20.000 0.017 0.0 0.96 15.227 T.39 1.32 0.862 Uel 11.0 7.000 19.277 to 150.0 0.0 12.000 0.0 H.13 1.32 0.0015 0.0 19.000 0.028 H.13 0.0 0.862 Utr 2.0 12.000 19.305 to 150.0 0.0 2.000 0.0 H.20 1.32 0.0014 0.0 14.000 0.020 H.20 0.0 0.862 Utr 2.0 4.000 19.325 to 150.0 0.0 2.000 0.0 T.45 1.32 0.0015 0.0 6.000 0.009 T.45 0.0 0.862 Uel 11.0 11.000 19.334 to 150.0 0.0 12.000 0.0 H.30 1.32 0.0015 0.0 23.000 0.034 H.30 0.0 0.862 0.0 10.000 19.368 to 150.0 0.0 0.0 0.0 H.34 1.32 0.0015 0.0 10.000 0.015 H.34 0.0 0.862 UeI 11.0 23.000 19.383 to 150.0 0.0 12.000 0.0 T.49 1.32 0.0015 0.0 35.000 0.051 T.49 1.77 0.862 Utb 17.0 5.000 19.434 to 150.0 0.0 14.000 0.0 H.27 3.09 0.0071 0.0 19.000 0.135 H.27 0.0 0.862 UeI 11.0 8.000 19.569 to 150.0 0.0 12.000 0.0 H.25 3.09 0.0070 0.0 20.000 0.141 H.25 0.0 0.862 Utr 2.0 21.000 19.710 to 150.0 0.0 2.000 0.0 H.16 3.09 0.0071 0.0 23.000 0.163 H.16 0.0 0.862 Utr 2.0 10.000 19.873 to 150.0 0.0 2.000 0.0 T.41 3.09 0.0070 0.0 12.000 0.084 Vel = 0.53 Vel = 0.53 Vel = 0.53 K Factor = 0.25 Vel = 0.73 Vel = 0.73 Vel = 0.73 Vel = 0.73 Vel = 0.73 Vel = 0.73 Vel = 1.70 Vel = 1.70 Vel = 1.70 Vel = 1.70 0.0 3.09 19.957 T.43 1.76 0.862 UeI 11.0 4.000 19.302 to 150.0 0.0 12.000 0.0 H.19 1.76 0.0025 0.0 16.000 0.040 H.19 0.0 0.862 Utr 2.0 14.000 19.342 to 150.0 0.0 2.000 0.0 H.29 1.76 0.0025 0.0 16.000 0.040 K Factor = 0.69 Vel = 0.97 Vel = 0.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 10 TUKWILA LOT 125-01 - Two Head Calculation (H.6 & H.4) Date 3/9/2016 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.29 0.0 0.862 Utr 2.0 16.000 19.382 to 150.0 0.0 2.000 0.0 H.31 1.76 0.0025 0.0 18.000 0.045 Vel = 0.97 H.31 0.0 0.862 Utr 2.0 1.000 19.427 to 150.0 0.0 2.000 0.0 T.49 1.76 0.0023 0.0 3.000 0.007 Vel = 0.97 0.0 1.76 19.434 K Factor = 0.40 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 WASHINGTON STATE CERTI r/CATS OF COMPETENCY rine PROTECTION SPRINKLER SYSTEMS Bill Brian Belknap 6642-0508-A Level 1 Rainier View Rooter, L.L.C. �� AINIV DF \\ �..t..._._. _ S fl not taro A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Onto __===== Glint • mewls Ow Job Name : TUKWILA LOT 125-01 - One Head Calculation (H.29) Drawing Location : 12604 40TH AVE S TUKWILA WA 98168 Remote Area : Contract : 160308-05 Data File : 160308-05 Tukwila Lot 125-01 Plan 3074.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 A-PEX Design Services, Inc. -EP Page 1 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA LOT 125-01 Location - TUKWILA WA 98168 Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 160308-05 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 03-09-2016 S Y S T E 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 Gpm 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 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 54.68 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 co O N a) N CO 0) .O. a0 O) N 2 c 0 fa 7 (0 To 0 "a co aa) W 2 a) c c u_. U a 'E O a) C0 co OJ yg a) 0_ W a 0 co to c`I • O co4 M O O . (fly � M 2 -a C0 N N ^E o��o cti0_ c0 c o EEE*Ea coa)moa)c n i0 v)2 TvT W cn co,,,cn > 1 I a) CV CV OM co co 00020 U) E 0 O O 10 O OOOM 5 Ngo coaU_ :4127-016 7 7NNco) .dao Q7m CV CV 0 0 N 0 3 0 0 0 0 0 0 )[)Nr M N O 0 0 0 0 0 0 O O O 00 h O LO • CO N a CC w cn cn Q W O 0 v O O 0 Fittings Used Summary c E d CD J c d a u_a M N y- ‘000 O '- O T- O ,- ,- O O O O O a- • �O)OOO 0 O .-r)t- Ps O r N (0 (0 O OO N O • N O 0 0 0 0 CO O • Tr (l 0 0 0 at O • M (M 0 0 0 N O N N 0 Co 0 N O • N N 0 0 0 y- 00 y- y- O O O O • r T -r 000 N '- (0 '-'-000 O 0) O M N ,- .T- et,- O,-,- N rM,-(O'-▪ O)TI • N '- O .- .- N T- y- c4 Tr T- V CV -y-N•-TrT-VN • N,-M'-• N�- C (_) > c 7 13 CO2CO Q' O W i a U y W m m CD I- > CO '-' . < - X X o co3a)a)a) C7(5 0aa0 c V' > 7 > OwOi-D D Units Summary w (0 C H C c 47 -• E o w m 0 o m oJcc.a Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 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 54.682 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.29 108.0 H.31 108.0 T.49 108.0 H.34 108.0 H.30 108.0 T.45 108.0 H.20 108.0 H.13 108.0 T.39 108.0 T.38 108.0 T.37 108.0 H.11 108.0 T.36 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.19 108.0 T.43 108.0 T.42 116.0 H.18 116.0 T.44 116.0 T.47 116.0 T.46 116.0 H.27 108.0 H.25 108.0 H.16 108.0 T.41 108.0 H.10 108.0 H.7 108.0 H.1 108.0 H.2 108.0 H.8 108.0 H.15 108.0 H.17 116.0 H.14 116.0 H.9 116.0 H.6 116.0 H.4 116.0 H.3 116.0 H.5 116.0 4.9 12.03 12.87 13.01 13.61 13.78 14.17 14.28 14.52 14.84 14.94 15.59 15.87 17.47 19.69 31.72 42.37 42.87 54.68 12.76 13.48 10.98 11.08 11.25 11.34 11.46 13.19 13.37 13.59 13.7 14.02 14.34 15.06 16.05 16.78 13.53 10.99 11.05 11.1 11.16 11.22 11.3 11.35 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 5 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes T.35 H.12 T.40 H.28 H.32 T.51 T.50 H.33 T.48 H.26 H.22 H.23 H.24 H.21 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 116.0 11.36 11.41 11.41 11.34 11.37 11.38 11.38 11.39 11.41 11.43 11.45 11.45 11.41 11.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 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.29 8.56 0.862 Utr 2.0 16.000 12.030 to 150.0 0.0 2.000 0.0 H.31 8.56 0.0467 0.0 18.000 0.840 H.31 0.0 0.862 Utr 2.0 1.000 12.870 to 150.0 0.0 2.000 0.0 T.49 8.56 0.0467 0.0 3.000 0.140 T.49 -3.58 0.862 Uel 11.0 23.000 13.010 to 150.0 0.0 12.000 0.0 H.34 4.98 0.0171 0.0 35.000 0.598 H.34 0.0 0.862 0.0 10.000 13.608 to 150.0 0.0 0.0 0.0 H.30 4.98 0.0171 0.0 10.000 0.171 H.30 0.0 0.862 Uel 11.0 11.000 13.779 to 150.0 0.0 12.000 0.0 T.45 4.98 0.0171 0.0 23.000 0.394 T.45 0.0 0.862 Utr 2.0 4.000 14.173 to 150.0 0.0 2.000 0.0 H.20 4.98 0.0170 0.0 6.000 0.102 H.20 0.0 0.862 Utr 2.0 12.000 14.275 to 150.0 0.0 2.000 0.0 H.13 4.98 0.0171 0.0 14.000 0.240 H.13 0.0 0.862 Uel 11.0 7.000 14.515 to 150.0 0.0 12.000 0.0 T.39 4.98 0.0171 0.0 19.000 0.325 T.39 0.51 0.862 Utr 2.0 3.000 14.840 to 150.0 0.0 2.000 0.0 T.38 5.49 0.0204 0.0 5.000 0.102 T.38 1.33 0.862 Utb 17.0 7.000 14.942 to 150.0 0.0 14.000 0.0 T.37 _ 6.82 0.0307 0.0 21.000 0.644 T.37 3.83 0.862 Utr 2.0 2.000 15.586 to 150.0 0.0 2.000 0.0 H.11 10.65 0.0700 0.0 4.000 0.280 H.11 0.0 0.862 Utb 17.0 7.000 15.866 to 150.0 Utr 2.0 16.000 0.0 T.36 10.65 0.0698 0.0 23.000 1.606 K Factor = 4.90 Vel = 4.71 Vel = 4.71 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 3.02 Vel = 3.75 Vel = 5.85 Vel = 5.85 T.36 6.35 1.244 T 3.443 14.000 17.472 to 150.0 0.0 3.443 1.732 S.1 _ 17.0 0.0278 0.0 17.443 0.485 S.1 0.0 1.244 E 1.721 5.000 19.689 to 150.0 T 3.443 5.594 11.732 PRV 17.0 0.0278 G 0.43 10.594 0.295 PRV 0.0 1.244 2E 3.443 20.000 31.716 to 150.0 0.0 3.443 10.000 CPL 17.0 0.0278 0.0 23.443 0.651 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 CPL 0.0 1.61 2E 12.089 50.000 42.367 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 63.600 0.503 Vel = 2.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 7 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** MTR 0.0 1.025 2E 5.4 20.000 42.870 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 25.400 1.812 0.0 17.00 54.682 H.29 8.43 0.862 Utr 2.0 14.000 12.030 to 150.0 0.0 2.000 0.0 H.19 8.43 0.0453 0.0 16.000 0.725 H.19 0.0 0.862 UeI 11.0 4.000 12.755 to 150.0 0.0 12.000 0.0 T.43 8.43 0.0454 0.0 16.000 0.726 T.43 -2.76 0.862 2Utb 34.0 16.000 13.481 to 150.0 0.0 28.000 -3.465 T.42 5.67 0.0218 0.0 44.000 0.959 T.42 -1.69 0.862 Utr 2.0 7.000 10.975 to 150.0 0.0 2.000 0.0 H.18 3.98 0.0113 0.0 9.000 0.102 H.18 0.0 0.862 Utr 2.0 13.000 11.077 to 150.0 0.0 2.000 0.0 T.44 3.98 0.0113 0.0 15.000 0.170 T.44 0.0 0.862 Utr 2.0 6.000 11.247 to 150.0 0.0 2.000 0.0 T.47 3.98 0.0112 0.0 8.000 0.090 T.47 -1.14 0.862 Utb 17.0 4.000 11.337 to 150.0 Utr 2.0 16.000 0.0 T.46 2.84 0.0060 0.0 20.000 0.121 T.46 0.99 0.862 2Utb 34.0 35.000 11.458 to 150.0 0.0 28.000 3.465 T.37 3.83 0.0105 0.0 63.000 0.663 0.0 3.83 15.586 * * Fixed Loss = 10 Vel = 6.61 K Factor = 2.30 Vel = 4.63 Vel = 4.63 Vel = 3.12 Vel = 2.19 Vel = 2.19 Vel = 2.19 Vel = 1.56 Vel = 2.11 K Factor = 0.97 T.49 3.58 0.862 Utb 17.0 5.000 13.010 to 150.0 0.0 14.000 0.0 H.27 3.58 0.0093 0.0 19.000 0.176 H.27 0.0 0.862 UeI 11.0 8.000 13.186 to 150.0 0.0 12.000 0.0 H.25 3.58 0.0094 0.0 20.000 0.187 H.25 0.0 0.862 Utr 2.0 21.000 13.373 to 150.0 0.0 2.000 0.0 H.16 3.58 0.0093 0.0 23.000 0.214 H.16 0.0 0.862 Utr 2.0 10.000 13.587 to 150.0 0.0 2.000 0.0 T.41 3.58 0.0093 0.0 12.000 0.112 T.41 2.76 0.862 Utr 2.0 10.000 13.699 to 150.0 0.0 2.000 0.0 H.10 6.34 0.0268 0.0 12.000 0.321 H.10 0.0 0.862 Utr 2.0 10.000 14.020 to 150.0 0.0 2.000 0.0 H.7 6.34 0.0268 0.0 12.000 0.321 Vel = 1.97 Vel = 1.97 Vel = 1.97 Vel = 1.97 Vel = 3.49 Vel = 3.49 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services, Inc. -EP TUKWILA LOT 125-01 - One Head Calculation (H.29) Page 8 Date 3/9/2016 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.7 0.0 0.862 Uel 11.0 15.000 14.341 to 150.0 0.0 12.000 0.0 H.1 6.34 0.0268 0.0 27.000 0.723 H.1 0.0 0.862 2UeI 22.0 13.000 15.064 to 150.0 0.0 24.000 0.0 H.2 6.34 0.0268 0.0 37.000 0.990 H.2 0.0 0.862 Uel 11.0 15.000 16.054 to 150.0 0.0 12.000 0.0 H.8 6.34 0.0268 0.0 27.000 0.723 H.8 0.0 0.862 Utb 17.0 12.000 16.777 to 150.0 0.0 14.000 0.0 T.36 6.34 0.0267 0.0 26.000 0.695 0.0 6.34 17.472 Vel = 3.49 Vel = 3.49 Vel = 3.49 Vel = 3.49 K Factor = 1.52 T.43 2.76 0.862 Utr 2.0 6.000 13.481 to 150.0 0.0 2.000 0.0 H.15 2.76 0.0058 0.0 8.000 0.046 Vel = 1.52 H.15 0.0 0.862 Utb 17.0 4.000 13.527 to 150.0 Uel 11.0 26.000 0.0 T.41 2.76 0.0057 0.0 30.000 0.172 .VeI = 1.52 0.0 2.76 13.699 T.42 1.69 0.862 Utr 2.0 5.000 10.975 to 150.0 0.0 2.000 0.0 H.17 1.69 0.0023 0.0 7.000 0.016 H.17 0.0 0.862 Uel 11.0 12.000 10.991 to 150.0 0.0 12.000 0.0 H.14 1.69 0.0023 0.0 24.000 0.055 H.14 0.0 0.862 Uel 11.0 13.000 11.046 to 150.0 0.0 12.000 0.0 H.9 1.69 0.0023 0.0 25.000 0.058 H.9 0.0 0.862 Uel 11.0 14.000 11.104 to 150.0 0.0 12.000 0.0 H.6 1.69 0.0023 0.0 26.000 0.060 H.6 0.0 0.862 UeI 11.0 11.000 11.164 to 150.0 0.0 12.000 0.0 H.4 1.69 0.0023 0.0 23.000 0.054 K Factor = 0.75 Vel = 0.93 Vel = 0.93 Vel = 0.93 H.4 0.0 0.862 2UeI 22.0 11.000 11.218 to 150.0 0.0 24.000 0.0 H.3 1.69 0.0023 0.0 35.000 0.081 H.3 0.0 0.862 Uel 11.0 11.000 11.299 to 150.0 0.0 12.000 0.0 H.5 1.69 0.0023 0.0 23.000 0.053 H.5 0.0 0.862 Utr 2.0 2.000 11.352 to 150.0 0.0 2.000 0.0 T.35 1.69 0.0022 0.0 4.000 0.009 Vel = 0.93 Vel = 0.93 Vel = 0.93 Vel = 0.93 T.35 -0.51 0.862 UeI 11.0 26.000 11.361 to 150.0 0.0 12.000 0.0 H.12 1.18 0.0012 0.0 38.000 0.045 Vel = 0.93 Vel = 0.65 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 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.12 0.0 0.862 Utr 2.0 3.000 11.406 to 150.0 0.0 2.000 0.0 T.40 1.18 0.0012 0.0 5.000 0.006 T.40 0.15 0.862 Utb 17.0 28.000 11.412 to 150.0 Utr 2.0 16.000 3.465 T.38 1.33 0.0015 0.0 44.000 0.065 0.0 1.33 14.942 T.47 1.15 0.862 Utr 2.0 5.000 11.337 to 150.0 0.0 2.000 0.0 H.28 1.15 0.0011 0.0 7.000 0.008 H.28 0.0 0.862 Utr 2.0 17.000 11.345 to 150.0 0.0 2.000 0.0 H.32 1.15 0.0012 0.0 19.000 0.022 H.32 0.0 0.862 Utr 2.0 6.000 11.367 to 150.0 0.0 2.000 0.0 T.51 1.15 0.0011 0.0 8.000 0.009 T.51 0.0 0.862 0.0 2.000 11.376 to 150.0 0.0 0.0 0.0 T.50 1.15 0.0010 0.0 2.000 0.002 T.50 0.0 0.862 Utr 2.0 7.000 11.378 to 150.0 0.0 2.000 0.0 H.33 1.15 0.0011 0.0 9.000 0.010 H.33 0.0 0.862 UeI 11.0 8.000 11.388 to 150.0 0.0 12.000 0.0 T.48 1.15 0.0012 0.0 20.000 0.023 T.48 -0.16 0.862 Utb 17.0 6.000 11.411 to 150.0 0.0 14.000 0.0 H.26 0.99 0.0008 0.0 20.000 0.017 H.26 0.0 0.862 UeI 11.0 8.000 11.428 to 150.0 0.0 12.000 0.0 H.22 0.99 0.0009 0.0 20.000 0.018 H.22 0.0 0.862 Utr 2.0 8.000 11.446 to 150.0 0.0 2.000 0.0 H.23 0.99 0.0008 0.0 10.000 0.008 H.23 0.0 0.862 Utr 2.0 2.000 11.454 to 150.0 0.0 2.000 0.0 T.46 0.99 0.0010 0.0 4.000 0.004 0.0 0.99 11.458 T.35 0.51 0.862 2Utb 34.0 26.000 11.361 to 150.0 0.0 28.000 3.465 T.39 0.51 0.0003 0.0 54.000 0.014 0.0 0.51 14.840 T.48 0.16 0.862 Utr 2.0 2.000 11.411 to 150.0 0.0 2.000 0.0 H.24 0.16 0.0 0.0 4.000 0.0 Vel = 0.65 V = 0.73 K Factor = 0.34 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.54 Vel = 0.54 Vel = 0.54 Vel = 0.54 K Factor = 0.29 Vel = 0.28 K Factor = 0.13 Vel = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services, Inc. -EP Page 10 TUKWILA LOT 125-01 - One Head Calculation (H.29) Date 3/9/2016 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.24 0.0 0.862 Utr 2.0 6.000 11.411 to 150.0 0.0 2.000 0.0 H.21 0.16 0.0 0.0 8.000 0.0 H.21 0.0 0.862 Uel 11.0 14.000 11.411 to 150.0 0.0 12.000 0.0 T.40 0.16 0.0 0.0 26.000 0.001 0.0 0.16 11.412 Vel = 0.09 Vel = 0.09 K Factor = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY, STATIC P5I: 90 1 51t2UAL P5I: 85 FLOW GPM: 300 20' OF I-1/ 2" AQUAPFX MOM CPL — 50' OF I-1/ 2" POLY FROM Tit METER n I" METER 20' OF I" COPPER FROM TNF STMT WA COUPLING PRV OF 1-1/ 2" AQUAPFX FROM TI -E PlV TO 5.1 ��VICE p�1 AL N,T,S, NFAt7 2 it AO MOST HYt2I AULICALLY i MOTE 1-FAt25 NEAR # GPM H,29 N,6 & H,4 17 26 55U REQ't2 AT 511Th 54.68 67.57 LL LL TC49-16 TC49-18 ---33 I ITLIAf3LE Model LL-1TC491?FC49 Concealed Pendent 5prirkler K=4,9,155F`, 3/ 8" Orifice, Maximum 5pacirvq 16'x16' 5prirkler head demand: 13 opm @ 7,04 IZELIA%. Model LL-ITC49PFC49 Concealed Pendent 5prirkler 155F", 3/ 8" Orifice, Maximum Spacirva 18'x18' 5prirkler head demand: 17 opm @ 12.03 00 11115 SUGGFSTEI7 LAYOUT 15 13A5Ef2 UPON INFOIMA11ON PI OVIP 7 PY 011- S, Cl-IANC65 IN CON511:UC11ON OP FIN -12 CONI2I11ON5 MAY OCCLP W -ICH MAY MOUIT CHANGE5 TO 11-E LAYOUT, R-15 lit RFSPONSIPILITY OF 11-W INSTALLN TO NOTIFY APEX DESIGN 5ERVICE5 OF SUCH CHANGES, 0 1°° J/4IlI1QII 410x4/6 SL ri) MAI 6 MIL. POLY OR APPROVED VAPOR c:.TA{ DER WiT14 JOINTS LAPPED NOT MORE THAN a' RECLINED SETIU N $LAS AND PREPARED EARTH PER IRC tR50b23 p With; ..,, Comments • p Pe' _eater These plans have b ;e; e ► ukwila Fire Prevention Bureau I:�. _ frT. " a: n current City standards. Accept:F.i. and omissions which, standards dna ora , , ! r;}r t.Fi adequacy of design Additions, deletion o I < < 1 1,4ng aftr this date wiil void t+r :.1 cel !', C ri 1 FluIre. a resubmit:tai of r vlsen .drawinu- n 1 eflt ;provra;. Final acceptance is subject to nolo cesi: an inspection by The Tukwila Fire Prevention Bureau. np Date: LI"X4 -1 Cv By: Id" .'1 i I4 , Ivo rtru:L%&.A •• Flow L6.,(J r -) -i-rs .►'4i• TUKWIL.A FIRE DEPARTMENT Pie sn ca 206-575-4407 and give this Fire Permit No (4-8-03 and exact address for shut- down or reStorCn approvL 0 Hi 0 0 : '1U 0 Q LLPTC49-16 NO DUCT OPENINGS N 0A DUCTS THROUGH WALL OR C GWS. a ALL WALLS > a TYPE 'X' (YF_ D. 0 CLG H12 TEEL Nc9LITC49-16 22 '0x22 '0 1 ?FC49-16 G 04.6 (INC 304.1) AI olluce.,5 located in p,Frate garages and ci perth shall be 1 e a y Int aped with a minimum cl rang of6 feet H.7 LLITC49-I (I .9 mm) above the fl r. RAIS IB' AFF. FOR IN CT BARRIER / SELI-CLO5INCI DEv FIRE DOOR 111IT14 H,8 PROVIDE 13/5' SOL L 5EE WATER HEAT Ila Na,: I-1/ z" AOJAX rk011/ 5,! MAIC 5l\KL OOP (v4ULTEID) 22'0x16'0 5-I FLOW 5WI1tH EI5I A55;M3LY LL17I LLITC49-16 1I:: 3/0 SG- x7a�, �� 1101 i -('0x12'0 '\/FL CO\N V.T.O. L' 100 CRI OVEN PAGE/.:; -2 LL1TC49-16 0 X 0 4/oxo/C SL DiREC VENT GAS FIP�EPLACE O CLEARANCE V_ T .CJ_ INET/ .L PER MANI1F. SPECS. X 0- 11'6x11'0 La -IOC,: A 12'6 6'10 LLF;49,7 H120 LL1TC49-16 1146 F,l X u +36° 1,4114LL I tt�al 11 - ILLUMINATI iLLUMINATI'•i PER SECTION 8303.1 iRG x to x -0 Lf 0 N I «,1 LS• SOFFf 6/0 BI -FA55 -1' x1,28 LINEN 'C49 -I6 LI,FC49-I8 x10'8 u I- X 0 cy DROOt 12'Ox1O'4 50 CFM -.V.T.O. - S'0 `n " ITV rCg9-16 6/6x5(0 5L EGRE66 /0x4/6 Si 2 /sx8/0 DRYER TO THE RIGHT VF tUAS ? V.T.O. W 'O CRI V.T.O. (3) 2/6x:3/6 PICS r l " 13'10x 'C 6/0 SOAKER I 41-1' d/0x5/0 S Q CURS ) 1 C01,01 / LINfl1 I.�G�Nb FLUE LINES- FFFt7 TO FIXTUC 5 (t3A11-I, OMP, FTC.) , 131 -ACK LINES- SPRINKLER i At2 TO SPRINKLER HEAP, 1/2"P1E 3/ 4" PIPF 5IZE - 1" PIM SIZE - I I/ 2" PIPF SIZE EFiN, KO IF A PIN 15 t3 I kG IN51 ALL.2, NO MOIL -AN AN 8 P51 P1 55UF bpOP A1' 26 GPM 15 pWUM17. Al" APOLLO'6NLF Op 6HL15rpE5 FINIS I COMMENPN3. 5pplk 2013 KL�p 5Y5M nf516NN31'01'- 1��pA I �n 51-AN2A1W 11L AM ANIS SNNJU CONCEALN2 SPr;INKI.f;t; IN5IALLA11ON GUM S1-Ef fiOC1� N.T.S. LiA�I E MOf7EL5 • ITC -30 LL • ITC -49 LL SENJU 5P<;INKLEt; MOM. • PC IT5 bottom of cover plate cup -}i" above bottom of joist • bottom of cover plate cup" bel aw bottom of joist CONCMFI2 ADAPTER FITTING MOUNTING PETAL N.T.5. PROPEX EP fEE MINIMUM O.Jf LENGTH OF PIPE 3-1/ 2". MAXIMUM QIf LENGTH OF PIPE 12". PROPER FIRE S511:1. -ER AVAPTER NEW VMIFY FINISI I7 CEILING MATEt;IAL TO t7ETEPMINE MOUNTING Ftiatr121MENSION NFPA13t7TA3LF t2I5TANC5 FROM HEAT 50 ,a5 If Arsara 0132INAgY TEMP IN. INTEt;MEl7IATE TEMP IN, 5IPE OF FIMPLACE 36" 12" MONT OF FI PLAT 60" 36" WOOD MING 51-OVE 42" 12" K1TO-EN P.ANGE 18" 9" WALL OVEN 18" 9" HOf TVP FLUE5 18" 9" UNIN5LLATEI7 TEAT MI5 18" 9" UNINSILATE17 NO1 WATER PIPE5 12" 6" 51M OF NOfAlk t71FFUSEt; 24" 12" FRONT OF NOf ATP t2IFFU5EP 36" 18" NOf WAT R I-EAV 6" 31, FUI:NACE 6" 311 OW -250W Licer FIXTUIT 6" 311 250W -499W LICK FIXT1E 12" 6" MUL11-PURPO5E FLOW 5WITCH 1N5TALLA11ON N.T,5. 6" A.AI N -r0 01k An.2I55 512 OF 3� LOCA1'. 2 ,u01\6 -PAID TPR 22 2015 TUKWILA FIRE �'G�CJZZ DESI SER F II2 51911N 10731 47th PI W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 5AL5 15IIZEN11AL FIS Pk0-1 C110N 5Y5TEM T1I3F TYPE: I/ 2" 1-01-1 / 2" AQUAPFX SPRINKLER INFOP•MA110N # OF frEA125 TNI5 5HEE1' - 34 # OF 1-1FAI75111I5 J013 - 34 51-A11C PRF55URF 15= 90 WAINNINOTON STATE ceerorscovre or FIRE PROTECTION SPRINKLER COMPETENCY YSTEMS Bill Brian Belknap 6642-0508-A Level 1 Rainier View -ooter, LLC. \V)A NIV- '42 \IAti • • • • • Expires _ Owls to/31)1 a 0 N 1 Pn1M, & CONST, 03-09-2016 2 4 N0, IVISON/ ISSUE (RATE A PROJECT #: 160308-05 COMPANY: RAINIER VIEW R00mR CONTACT: PILL PELKNAP CONTACT PHONE #: (253) 435-1996 SCALE: 1/ 4" - l'-0" 12E5IGNEt7 PY: STEPHANIE FAHEY CHECKEt713Y: ts,_ KAREN 13A1313 i