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HomeMy WebLinkAboutPP - 2902 S 135TH ST - SAPPHIRE HOMES - PERMITS AND PLANS2902 S 135TH ST ASSOCIATED PERMITS 16-5-145 D16-0082 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.: 7346600118 Site Address: 2902 S. 135th St (Lot 3) Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Sapphire Homes, Inc. Mailing Address: 16834 SE 43rd St Bellevue, WA 98006 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Deanna Dillion Day Telephone: 253-435-1996 Company Name: Rainier View Plumbing and Rooter, LLC Mailing Address: PO Box 73070 Puyallup, WA 98373 deanna@rainierviewrooter.com City State Zip E-mail Address: Fax Number: Contractor's City of Tukwila Business License number: RAINIVR942DF/ UBI 602 579 281 Total number of new/relocated devices or sprinkler heads: 2-g Valuation of Project (contractor's bid price): $ kiln Scope of Work (please provide detailed information): IY ilnI I I1tvJ 13D 6E6klu 57S ,,, 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 0 UTHOR ' ED AGENT: Signature: Print Name:54v, 670, Plan Permit App.doe 06/24/16 Date: Day Telephone: 206 39‘ p XP 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: LTV—. Sprinklers: Type ofLection: Address: Suite #: �� p0 -2_S 13s I `� Contact Person: Special Instructions: Occupancy Type: Phone No.: pproved per applicable codes. COMMENTS: Corrections required prior to approval. /qg/ Co're42s,iS XZei 36 se -e_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: -%2Ls Date: `0/z/i4 Hrs.: f. b $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 Project: Sprinklers: Type of Inw,ectio; Address: Suite #: 2-1 (72._ -h,__ S. 13S Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Add sO he -ACf-O.S-qC c/ee- ,16-eCG- /w Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspectorj i ( 37 Date: /0 /6r Hrs.: Z) $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 (D\ _de$2., PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Pro'ect: _ ',v ? � .� f Type of Inspection: S 1� Cir r iN L<<— � Address: Suite #: ZIb Z, 5- 1 356 Ft) Contact Person: I ` Special Instructions: Phone No.: Pre -Fire: BVI t Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: t 3 0 4.0\1) Z Pica& b1/4, c_k.--S' @ (e() GQnil tkprAtRak 1/4,..;-, acsIv L. CZI-c_rs.J i -c IrC C 9' QE . r r kakz\d-As Y n rim." (.3e. -c. � �' c S$ 4. i t cLv 4 I ` l-;v`�j circ L av bk Pre -Fire: 2 h -4as C¢\l-1.r S.6 Permits: Occupancy Type: Q Needs Shift Inspection: Sprinklers: t 3 0 4.0\1) ("oJ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Q Inspecto�m3.1 Date: rd l 2\W, 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 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : MILITARY LOT 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Drawing Location : 2902 135TH STREET TUKWILA WA 98188 Remote Area : Contract : 160617-02 Data File : 160617-02 Military Lot 3 Plan 2714.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 MILITARY LOT 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILITARY LOT 3 PLAN 2714 Location - TUKWILA WA 98188 Building - Contractor - RAINIER VIEW ROOTER Calculated By - STEPHANIE FAHEY Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 06-17-2016 System No. - Contract No. - 160617-02 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 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G Note: N 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 26.1616 Psi Required 61.44 Summary C -Factor Used: Overhead 150 At Ref Pt STR 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 0 N N- N(�O N co c6 d0 I N I C 0 Co U Co lzsU Co 0 I 0 a1— W' — w' U C I- N Z U < U M C O � N 0d' X< W aJ Fittings Used Summary 0 N c0 N 2 C 0 (6 I9 U N 2 d I- W U C I- - N Z U Q O co I- C � 0 a)) >- C1 0 Q X« a J_ Q c E (6 mZ J • C) a) u < - CON r (0 a-'-000 0'- 0 0 0 0 10 0 V '-0)000 0 CD '- M I- N- 0 0 0 N- ▪ 01 CD (0000 N 0 a- EN U710OOO CO 1.0 (`')000 V 0 M M 0 0 0 N 1f) - N N O O O 0 0 a- N N 0 0 0 ,- CO a- .-- 0 0 0 CD � h � A- 0 0 0 N e--CD,--'-000 0001- CO N • .- CO . (N A- M' CD' 0) V a- CV'- 1[),-,- (V A- N A- e- N •- N L lT U Ow> U O w yo y v... ` o a U X X o` • (0 r _O Q Q 0. - & cLL1.5 CO CO -25b a) 0 00 Q x x x 0l1.101-»> Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 MILITARY LOT 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.945 26.16 61.439 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 116.0 H.9 116.0 T.33 116.0 T.34 108.0 H.14 108.0 T.36 108.0 T.39 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.29 116.0 H.3 116.0 H.5 116.0 T.30 116.0 H.12 116.0 T.37 116.0 H.18 116.0 T.42 116.0 T.41 108.0 H.24 108.0 H.26 108.0 H.27 108.0 H.20 108.0 H.6 116.0 T.32 116.0 T.31 108.0 H.4 108.0 H.1 108.0 H.8 108.0 H.10 116.0 T.35 116.0 T.40 116.0 H.17 116.0 H.25 116.0 T.43 116.0 H.22 116.0 H.21 116.0 H.16 116.0 H.28 116.0 H.23 116.0 4.9 4.9 7.04 8.16 8.49 13.21 13.64 13.95 16.71 19.21 31.6 43.04 45.04 61.44 7.21 7.44 7.86 7.96 8.25 8.35 8.47 8.57 12.94 13.46 13.97 14.4 15.34 7.21 7.88 12.45 12.56 12.84 13.1 8.11 8.56 8.5 8.51 8.54 8.56 8.56 8.56 8.56 8.56 8.56 13.0 13.16 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 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 H.11 H.13 T.38 H.15 H.19 108.0 108.0 108.0 108.0 108.0 108.0 12.52 12.59 12.69 12.73 12.8 12.9 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 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 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.2 7.47 0.862 Uel 11.0 19.000 7.040 to 150.0 0.0 12.000 0.0 H.9 7.47 0.0363 0.0 31.000 1.124 H.9 0.0 0.862 Utr 2.0 7.000 8.164 to 150.0 0.0 2.000 0.0 T.33 7.47 0.0363 0.0 9.000 0.327 T.33 -1.14 0.862 2Utb 34.0 19.000 8.491 to 150.0 0.0 28.000 3.465 T.34 6.33 0.0267 0.0 47.000 1.255 T.34 3.60 0.862 Utr 2.0 5.000 13.211 to 150.0 0.0 2.000 0.0 H.14 9.93 _ 0.0613 0.0 7.000 0.429 H.14 0.0 0.862 Utr 2.0 3.000 13.640 to 150.0 0.0 2.000 0.0 T.36 9.93 0.0614 0.0 _ 5.000 0.307 T.36 8.06 0.862 Utb 17.0 1.000 13.947 to 150.0 0.0 14.000 0.0 T.39 17.99 0.1842 0.0 15.000 2.763 T.39 8.17 1.244 T 3.443 9.000 16.710 to 150.0 0.0 3.443 1.732 S.1 26.16 0.0617 0.0 12.443 0.768 S.1 0.0 1.244 E 1.721 5.000 19.210 to 150.0 T 3.443 5.594 11.732 PRV 26.16 0.0617 G 0.43 10.594 0.654 PRV 0.0 1.244 2E 3.443 20.000 31.596 to 150.0 0.0 3.443 10.000 CPL 26.16 0.0617 0.0 23.443 1.446 CPL 0.0 1.61 2E 12.089 100.000 43.042 to 150.0 C 1.511 13.600 0.0 MTR 26.16 0.0176 0.0 113.600 1.996 MTR 0.0 1.025 2E 5.4 35.000 45.038 to 150.0 0.0 5.400 10.000 STR 26.16 0.1584 0.0 40.400 6.401 0.0 26.16 61.439 H.2 5.53 0.862 Utr 2.0 6.000 7.040 to 150.0 0.0 2.000 0.0 T.29 5.53 0.0208 0.0 8.000 0.166 T.29 -0.55 0.862 Utr 2.0 12.000 7.206 to 150.0 0.0 2.000 0.0 H.3 4.98 0.0171 0.0 14.000 0.239 H.3 0.0 0.862 Uel 11.0 12.000 7.445 to 150.0 0.0 12.000 0.0 H.5 4.98 0.0171 0.0 24.000 0.411 H.5 0.0 0.862 Utr 2.0 4.000 7.856 to 150.0 0.0 2.000 0.0 T.30 4.98 0.0170 0.0 6.000 0.102 T.30 0.0 0.862 Utr 2.0 15.000 7.958 to 150.0 0.0 2.000 0.0 H.12 4.98 0.0171 0.0 17.000 0.291 K Factor = 4.90 Vel _= 4.11 Vel = 4.11 Vel = 3.48 Vel = 5.46 Vel = 5.46 Vel = 9.89 Vel = 6.91 * * Fixed Loss = 10 Vel = 6.91 * * Fixed Loss = 10 Vel = 6.91 Vel = 4.12 * * Fixed Loss = 10 Vel = 10.17 K Factor = 3.34 Vel = 3.04 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.74 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 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 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 4.000 8.249 to 150.0 0.0 2.000 0.0 T.37 4.98 0.0170 0.0 6.000 0.102 T.37 0.0 0.862 Utr 2.0 5.000 8.351 to 150.0 0.0 2.000 0.0 H.18 4.98 0.0171 0.0 7.000 0.120 H.18 0.0 0.862 Utr 2.0 4.000 8.471 to 150.0 0.0 2.000 0.0 T.42 4.98 0.0170 0.0 6.000 0.102 T.42 0.74 0.862 2Utb 34.0 13.000 8.573 to 150.0 0.0 28.000 3.465 T.41 5.72 0.0221 0.0 41.000 0.907 T.41 2.45 0.862 Utr 2.0 10.000 12.945 to 150.0 0.0 2.000 0.0 H.24 8.17 0.0428 0.0 12.000 0.513 H.24 0.0 0.862 Utr 2.0 10.000 13.458 to 150.0 0.0 2.000 0.0 H.26 8.17 0.0428 0.0 12.000 0.514 H.26 0.0 0.862 0.0 10.000 13.972 to 150.0 0.0 0.0 0.0 H.27 8.17 0.0427 0.0 10.000 0.427 H.27 0.0 0.862 Uel 11.0 10.000 14.399 to 150.0 0.0 12.000 0.0 H.20 8.17 0.0428 0.0 2.2.000 0.942 H.20 0.0 0.862 Utb 17.0 6.000 15.341 to 150.0 Uel 11.0 26.000 0.0 T.39 8.17 0.0428 0.0 32.000 1.369 0.0 8.17 16.710 T.29 0.55 0.862 Utb 17.0 10.000 7.206 to 150.0 Utr 2.0 16.000 0.0 H.6 0.55 0.0003 0.0 26.000 0.008 H.6 13.16 0.862 Utr 2.0 4.000 7.214 to 150.0 0.0 2.000 0.0 T.32 13.71 0.1113 0.0 6.000 _ 0.668 T.32 -7.66 0.862 2Utb 34.0 17.000 7.882 to 150.0 0.0 28.000 3.465 T.31 6.05 0.0245 0.0 45.000 1.104 T.31 -2.45 0.862 Utr 2.0 10.000 12.451 to 150.0 0.0 2.000 0.0 H.4 3.6 0.0094 0.0 12.000 0.113 H.4 0.0 0.862 Utr 2.0 27.000 12.564 to 150.0 0.0 2.000 0.0 H.1 3.6 0.0094 0.0 29.000 0.272 H.1 0.0 0.862 Uel 11.0 16.000 12.836 to 150.0 0.0 12.000 0.0 H.8 3.6 0.0094 0.0 28.000 0.262 H.8 0.0 0.862 Utr 2.0 10.000 13.098 to 150.0 0.0 2.000 0.0 T.34 3.6 0.0094 0.0 12.000 0.113 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 3.14 Vel = 4.49 Vel = 4.49 Vel = 4.49 Vel = 4.49 Vel = 4.49 K Factor = 2.00 Vel = 0.30 K Factor = 4.90 Vel = 7.54 Vel = 3.33 Vel = 1.98 Vel = 1.98 Vel = 1.98 Vel = 1.98 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 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Date 6/17/2016 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 3.60 13.211 T.32 7.66 0.862 Utr 2.0 4.000 7.882 to 150.0 0.0 2.000 0.0 H.10 7.66 0.0380 0.0 6.000 0.228 H.10 0.0 0.862 Utr 2.0 10.000 8.110 to 150.0 0.0 2.000 0.0 T.35 _ 7.66 0.0379 0.0 12.000 0.455 T.35 0.40 0.862 2Utb 34.0 18.000 8.565 to 150.0 0.0 28.000 3.465 T.36 8.06 0.0417 0.0 46.000 1.917 0.0 8.06 13.947 T.33 1.14 0.862 Utr 2.0 10.000 8.491 to 150.0 0.0 2.000 0.0 T.40 1.14 0.0011 0.0 12.000 0.013 T.40 0.0 0.862 Utr 2.0 2.000 8.504 to 150.0 0.0 2.000 0.0 H.17 1.14 0.0012 0.0 4.000 0.005 H.17 0.0 0.862 Uel 11.0 18.000 8.509 to 150.0 0.0 12.000 0.0 H.25 1.14 0.0011 0.0 30.000 0.033 H.25 0.0 0.862 Utr 2.0 10.000 8.542 to 150.0 0.0 2.000 0.0 T.43 1.14 0.0012 0.0 12.000 0.014 T.43 -0.74 0.862 Utb 17.0 10.000 8.556 to 150.0 0.0 14.000 0.0 H.22 0.4 0.0001 0.0 24.000 0.003 H.22 0.0 0.862 Utr 2.0 8.000 8.559 to 150.0 0.0 2.000 0.0 H.21 0.4 0.0002 0.0 10.000 0.002 H.21 0.0 0.862 Utr 2.0 9.000 8.561 to 150.0 0.0 2.000 0.0 H.16 0.4 0.0002 0.0 11.000 0.002 H.16 0.0 0.862 Uel 11.0 4.000 8.563 to 150.0 0.0 12.000 0.0 T.35 0.4 0.0001 0.0 16.000 0.002 0.0 0.40 8.565 T.43 0.74 0.862 0.0 2.000 8.556 to 150.0 0.0 0.0 0.0 H.28 0.74 0.0005 0.0 2.000 0.001 H.28 0.0 0.862 Utr 2.0 10.000 8.557 to 150.0 0.0 2.000 0.0 H.23 0.74 0.0005 0.0 12.000 0.006 H.23 0.0 0.862 Uel 11.0 9.000 8.563 to 150.0 0.0 12.000 0.0 T.42 0.74 0.0005 0.0 21.000 0.010 K Factor = 0.99 Vel = 4.21 Vel = 4.21 Vel = 4.43 K Factor = 2.16 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.63 Vel = 0.22 Vel = 0.22 Vel = 0.22 Vel = 0.22 K Factor = 0.14 Vel = 0.41 Vel = 0.41 Vel = 0.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILITARY LOT 3 PLAN 2714 - Two Head Calculation (H.2 & H.6) Page 9 Date 6/17/2016 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 0.74 8.573 T.31 2.45 0.862 Uel 11.0 4.000 12.451 to 150.0 0.0 12.000 0.0 H.7 2.45 0.0046 0.0 16.000 0.074 H.7 0.0 0.862 Utr 2.0 12.000 12.525 to 150.0 0.0 2.000 0.0 H.11 2.45 0.0046 0.0 14.000 0.064 H.11 0.0 0.862 Uel 11.0 10.000 12.589 to 150.0 0.0 12.000 0.0 H.13 2.45 0.0046 0.0 22.000 0.102 H.13 0.0 0.862 Utr 2.0 7.000 12.691 to 150.0 0.0 2.000 0.0 T.38 2.45 0.0046 0.0 9.000 0.041 T.38 0.0 0.862 Uel 11.0 2.000 12.732 to 150.0 0.0 12.000 0.0 H.15 2.45 0.0046 0.0 14.000 0.065 H.15 0.0 0.862 Uel 11.0 11.000 12.797 to 150.0 0.0 12.000 0.0 H.19 2.45 0.0046 0.0 23.000 0.106 H.19 0.0 0.862 Utr 2.0 7.000 12.903 to 150.0 0.0 2.000 0.0 T.41 2.45 0.0047 0.0 9.000 0.042 0.0 2.45 12.945 K Factor = 0.25 Vel = 1.35 Vel = 1.35 Vel = 1.35 Vel = 1.35 Vel = 1.35 Vel = 1.35 Vel = 1.35 K Factor = 0.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 rwr iii Ai!K ~eM6Tf e sT C� or MC �. `CCT.,C ;OMs MKL6/� Y� 1482 BriVva an `iknap 42-050 • Roote . inLevel 1 fer V►e , NR94 OF 1 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Drawing Location : 2902 135TH STREET TUKWILA WA 98188 Remote Area : Contract : 160617-02 Data File : 160617-02 Military Lot 3 Plan 2714.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILITARY LOT 3 PLAN 2714 Location - TUKWILA WA 98188 Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 160617-02 Calculated By - STEPHANIE FAHEY Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 06-17-2016 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 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 - 116 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 58.45 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 P P L Y Pump Data: Rated Cap. @ Psi Elev. Other 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 0 W U D3 - System Demand : 16.995 Safety Margin : 31.524 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) N 0 • m • • • 1 0a - N CI 0" . O O O O O O u) M N O rn 000 OC CD C V' M N O a W W CD Cn D CC W Fittings Used Summary O O cc U (6 0 (o a) 2 a) C a0 w' •. Ur C r- - N • Z 0< O M O �c N • >- aw X< d J r C')N r- T- r-000 0 r• 0 .-- (n r-'-000 (() O r• r-rr r• 0)000 O r• - 00 CO 000 U) - CO 0 000 Ps o r- N (O(0000 N O r- CV (0(0000 O U) ▪ V' M 000 ✓ O r- r- M C') 0 0 0 N 1.0 r- r- N N O O O 0 0 - N N 0 0 0 r r 03 r-,- O O O U) r- I� r- r- 0 0 0 N r' (0 T- r- 000 (O 0 CO Ps M N r-Yrr-OO ,-'N r (+) r - (O '- W V r• N r -U) -'-N r- N-• N r- a r N r -Nr -Mr -Nr - Units Summary Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 58.451 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.5 116.0 H.3 116.0 T.29 116.0 H.6 116.0 T.32 116.0 T.31 108.0 H.4 108.0 H.1 108.0 H.8 108.0 T.34 108.0 H.14 108.0 T.36 108.0 T.39 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.30 116.0 H.12 116.0 T.37 116.0 H.18 116.0 T.42 116.0 T.41 108.0 H.24 108.0 H.26 108.0 H.27 108.0 H.20 108.0 H.2 116.0 H.9 116.0 T.33 116.0 H.23 116.0 H.28 116.0 T.43 116.0 H.22 116.0 H.21 116.0 H.16 116.0 T.35 116.0 H.25 116.0 H.17 116.0 T.40 116.0 H.10 116.0 4.9 12.03 13.16 13.82 14.28 14.39 18.08 18.12 18.23 18.32 18.37 18.57 18.71 19.92 21.99 34.02 44.67 45.57 58.45 12.3 13.06 13.33 13.65 13.92 18.1 18.35 18.6 18.8 19.26 13.89 14.17 14.25 14.09 14.19 14.2 14.31 14.36 14.4 14.48 14.21 14.24 14.24 14.42 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 MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 H.11 H.13 T.38 H.15 H.19 108.0 108.0 108.0 108.0 108.0 108.0 18.08 18.09 18.09 18.09 18.1 18.1 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 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 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.5 8.60 0.862 Uel 11.0 12.000 12.030 to 150.0 0.0 12.000 0.0 H.3 8.6 0.0470 0.0 24.000 1.129 H.3 0.0 0.862 Utr 2.0 12.000 13.159 to 150.0 0.0 2.000 0.0 T.29 8.6 0.0471 0.0 14.000 0.659 T.29 -3.51 0.862 Utb 17.0 10.000 13.818 to 150.0 Utr 2.0 16.000 0.0 H.6 5.09 0.0178 0.0 26.000 0.463 H.6 0.0 0.862 Utr 2.0 4.000 14.281 to 150.0 0.0 2.000 0.0 T.32 5.09 0.0178 0.0 6.000 0.107 T.32 -2.51 0.862 2Utb 34.0 17.000 14.388 to 150.0 0.0 28.000 3.465 T.31 2.58 0.0050 0.0 45.000 0.227 T.31 -0.46 0.862 Utr 2.0 10.000 18.080 to 150.0 0.0 2.000 0.0 H.4 2.12 0.0036 0.0 12.000 0.043 H.4 0.0 0.862 Utr 2.0 27.000 18.123 to 150.0 0.0 2.000 0.0 H.1 2.12 0.0035 0.0 29.000 0.102 H.1 0.0 0.862 Uel 11.0 16.000 18.225 to 150.0 0.0 12.000 0.0 H.8 2.12 0.0035 0.0 28.000 0.099 H.8 0.0 0.862 Utr 2.0 10.000 18.324 to 150.0 0.0 2.000 0.0 T.34 2.12 0.0035 0.0 12.000 0.042 T.34 4.45 0.862 Utr 2.0 5.000 18.366 to 150.0 0.0 2.000 0.0 H.14 6.57 0.0286 0.0 7.000 0.200 H.14 0.0 0.862 Utr 2.0 3.000 18.566 to 150.0 0.0 2.000 0.0 T.36 6.57 0.0286 0.0 5.000 0.143 T.36 4.92 0.862 Utb 17.0 1.000 18.709 to 150.0 0.0 14.000 0.0 T.39 11.49 0.0804 0.0 15.000 1.206 T.39 5.51 1.244 T 3.443 9.000 19.915 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 12.443 0.346 S.1 0.0 1.244 E 1.721 5.000 21.993 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 34.020 to 150.0 0.0 3.443 10.000 CPL 17.0 0.0278 0.0 23.443 0.651 CPL 0.0 1.61 2E 12.089 100.000 44.671 to 150.0 C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 113.600 0.899 K Factor = 4.90 Vel = 4.73 Vel = 4.73 Vel = 2.80 Vel = 2.80 Vel = 1.42 Vel = 1.17 Vel = 1.17 Vel = 1.17 Vel = 1.17 Vel = 3.61 Vel = 3.61 Vel = 6.32 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 * * Fixed Loss = 10 Vel = 4.49 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 MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 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 35.000 45.570 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 40.400 _ 2.881 0.0 17.00 58.451 K Factor = 2.22 * * Fixed Loss = 10 Vel = 6.61 H.5 8.39 0.862 Utr 2.0 4.000 12.030 to 150.0 0.0 2.000 0.0 T.30 8.39 0.0450 0.0 6.000 0.270 Vel = 4.61 T.30 0.0 0.862 Utr 2.0 15.000 12.300 to 150.0 0.0 2.000 0.0 H.12 8.39 0.0449 0.0 17.000 0.764 Vel = 4.61 H.12 0.0 0.862 Utr 2.0 4.000 13.064 to 150.0 0.0 2.000 0.0 T.37 8.39 0.0448 0.0 6.000 0.269 Vel = 4.61 T.37 0.0 0.862 Utr 2.0 5.000 13.333 to 150.0 0.0 2.000 0.0 H.18 8.39 _ 0.0450 0.0 7.000 0.315 Vel = 4.61 H.18 0.0 0.862 Utr 2.0 4.000 13.648 to 150.0 0.0 2.000 0.0 T.42 8.39 0.0448 0.0 6.000 0.269 Vel = 4.61 T.42 -3.34 0.862 2Utb 34.0 13.000 13.917 to 150.0 0.0 28.000 3.465 T.41 5.05 0.0176 0.0 41.000 0.720 Vel = 2.78 T.41 0.45 0.862 Utr 2.0 10.000 18.102 to 150.0 0.0 2.000 0.0 H.24 5.5 0.0207 0.0 12.000 0.248 Vel = 3.02 H.24 0.0 0.862 Utr 2.0 10.000 18.350 to 150.0 0.0 2.000 0.0 H.26 5.5 0.0206 0.0 12.000 0.247 Vel = 3.02 H.26 0.0 0.862 0.0 10.000 18.597 to 150.0 0.0 0.0 0.0 H.27 5.5 0.0206 0.0 10.000 0.206 Vel = 3.02 H.27 0.0 0.862 Uel 11.0 10.000 18.803 to 150.0 0.0 12.000 0.0 H.20 5.5 0.0206 0.0 22.000 0.453 Vel = 3.02 H.20 0.0 0.862 Utb 17.0 6.000 19.256 to 150.0 Uel 11.0 26.000 0.0 T.39 _ 5.5 0.0206 0.0 32.000 0.659 0.0 5.50 19.915 T.29 3.51 0.862 Utr 2.0 6.000 13.818 to 150.0 0.0 2.000 0.0 H.2 3.51 0.0090 0.0 8.000 0.072 H.2 0.0 0.862 Uel 11.0 19.000 13.890 to 150.0 0.0 12.000 0.0 H.9 3.51 0.0090 0.0 31.000 0.278 H.9 0.0 0.862 Utr 2.0 7.000 14.168 to 150.0 0.0 2.000 0.0 T.33 3.51 0.0090 0.0 9.000 0.081 Vel = 3.02 K Factor = 1.23 Vel = 1.93 Vel = 1.93 Vel = 1.93 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 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 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 0.94 0.862 2Utb 34.0 19.000 14.249 to 150.0 0.0 28.000 3.465 T.34 4.45 0.0139 0.0 47.000 0.652 0.0 4.45 18.366 T.42 3.34 0.862 Uel 11.0 9.000 13.917 to 150.0 0.0 12.000 0.0 H.23 3.34 0.0082 0.0 21.000 0.172 H.23 0.0 0.862 Utr 2.0 10.000 14.089 to 150.0 0.0 2.000 0.0 H.28 3.34 0.0082 0.0 12.000 0.098 H.28 0.0 0.862 0.0 2.000 14.187 to 150.0 0.0 0.0 0.0 T.43 3.34 0.0085 0.0 2.000 0.017 T.43 -0.94 0.862 Utb 17.0 10.000 14.204 to 150.0 0.0 14.000 0.0 H.22 2.4 0.0044 0.0 24.000 0.106 H.22 0.0 0.862 Utr 2.0 8.000 14.310 to 150.0 0.0 2.000 0.0 H.21 2.4 0.0045 0.0 10.000 0.045 H.21 0.0 0.862 Utr 2.0 9.000 14.355 to 150.0 0.0 2.000 0.0 H.16 2.4 0.0045 0.0 11.000 0.049 H.16 0.0 0.862 Uel 11.0 4.000 14.404 to 150.0 0.0 12.000 0.0 T.35 2.4 0.0044 _ 0.0 16.000 0.071 T.35 2.52 0.862 2Utb 34.0 18.000 14.475 to 150.0 0.0 28.000 3.465 T.36 4.92 0.0167 0.0 46.000 0.769 0.0 4.92 _ 18.709 T.43 0.94 0.862 Utr 2.0 10.000 14.204 to 150.0 0.0 2.000 0.0 _H.25 0.94 0.0007 0.0 12.000 0.009 H.25 0.0 0.862 Uel 11.0 18.000 14.213 to 150.0 0.0 12.000 0.0 H.17 0.94 0.0008 0.0 3.0.000 0.023 H.17 0.0 0.862 Utr 2.0 2.000 14.236 to 150.0 0.0 2.000 0.0 T.40 0.94 0.0008 0.0 4.000 0.003 T.40 0.0 0.862 Utr 2.0 10.000 14.239 to 150.0 0.0 2.000 0.0 T.33 0.94 _0.00.08 0.0 12.000 0.010 0.0 0.94 14.249 T.32 2.51 0.862 Utr 2.0 4.000 14.388 to 150.0 0.0 2.000 0.0 H.10 2.51 0.0048 0.0 6.000 0.029 Vel = 2.45 K Factor = 1.04 Vel = 1.84 Vel = 1.84 Vel = 1.84 Vel = 1.32 Vel = 1.32 Vel = 1.32 Vel = 1.32 Vel = 2.70 K Factor = 1.14 Vel = 0.52 Vel = 0.52 Vel = 0.52 Vel = 0.52 K Factor = 0.25 Vel = 1.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 MILITARY LOT 3 PLAN 2714 - One Head Calculation (H.5) Date 6/17/2016 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.10 0.0 0.862 Utr 2.0 10.000 14.417 to 150.0 0.0 2.000 0.0 T.35 2.51 0.0048 0.0 12.000 0.058 0.0 2.51 14.475 T.31 0.45 0.862 Uel 11.0 4.000 18.080 to 150.0 0.0 12.000 0.0 H.7 0.45 0.0002 0.0 16.000 0.004 H.7 0.0 0.862 Utr 2.0 12.000 18.084 to 150.0 0.0 2.000 0.0 H.11 0.45 0.0002 0.0 14.000 0.003 H.11 0.0 0.862 Uel 11.0 10.000 18.087 to 150.0 0.0 12.000 0.0 H.13 0.45 0.0002 0.0 22.000 0.004 H.13 0.0 0.862 Utr 2.0 7.000 18.091 to 150.0 0.0 2.000 0.0 T.38 0.45 0.0002 0.0 9.000 0.002 T.38 0.0 0.862 Uel 11.0 2.000 18.093 to 150.0 0.0 12.000 0.0 H.15 0.45 0.0002 0.0 14.000 0.003 H.15 0.0 0.862 Uel 11.0 11.000 18.096 to 150.0 0.0 12.000 0.0 H.19 0.45 0.0002 0.0 23.000 0.004 H.19 0.0 0.862 Utr 2.0 7.000 18.100 to 150.0 0.0 2.000 0.0 T.41 0.45 0.0002 0.0 9.000 0.002 0.0 0.45 18.102 Vel = 1.38 K Factor = 0.66 Vel = 0.25 Vel = 0.25 Vel = 0.25 Vel = 0.25 Vel = 0.25 Vel = 0.25 Vel = 0.25 K Factor = 0.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5,119191,Y: 5TA11C P5I: 90 1?F;5117UAi PSI:85 FLOW GPM: 300 20' OF I-1/ 2" AQUAPFX PROM CPL — 100' OF I-1/ 2" POLY TOM 1K MFTh1?-- it i c9 I" MMV 35' OF I" COPPFP FROM THF 511FFT COUPLING PIN 5' OF I-1/ 2" AQUAPFX FPOM THP PPV TO 5.1 WAO? 5WVIa MAIL N,T,5, I HI:Al2 2 HFA12 M05T HYf71?AULICALLY I MOTP HEADS HF:AI? # GPM PI S5U IVQ117 AT 5TI F 1 1-1,5 17 58,45 H.2 & H.6 26 61.44 6 NFf?AL IF A MV I5 13ING IN51-A-02 NO MOF f -AN AN 8 P5I 191 55UM 1W0F Ai 26 GP V115 IEQUlE E21 A I' i APOLLO OV 61-11.F SF0F5 ITV 15 I COMMFNn1bl S19MINKI. E 5Y5 -1-M nt5IGl\N3 1O 1- 2OI 51"ANPAI?2 A� P4 y„ yiN 1p �y� � T S�R'1 QF��"1`iy y ; i* t' ,nZlf1 . ❑ Without Comments O As Noted in Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau foc conformance with current City andards. Acceor,ncii t subject to errors and omissions which do r that ize violations of adopted s tandards and o hr r, ' . The responsibility for the adequacy o des +F) ;rally with the designer, Additions, i s r tort to these drawings after this date .,A,V aloe and will require a resubmit - for subsequent approval• Final acceptance The Tukwila Fire Pi Date: /S" r- st and Inspection by ii i ¥ f4yd"o rt v' * Flow „ (,"1-) -i e - vet '1;4 ;pI EVES CON \ECTIO \5 �I CREAT ROOM H.S. 'C49 -16 OIC �� LL HEAL? EANYS, ,JOISTS CAST I OGATI HEFT A - Ar +}NS, >EE JI 8'-O" VANITY MASTER HATH LINE OF OUTSIi7E 1 TALL 649-16 Q LLI'C49-18 O I„ F49-16-75 11-115 SUGGFF51 13 LAYOUT 15 [3A5F17 UPON INFOPMA11ON PPOVIIFFl713Y OTHFFP5, CHANGES IN CON5fl UC110N O1 FIFLI2 CON121110N5 MAY OCCUp WHICH MAY MOM CHANGFF5 T011 -IF LAYOUT, IT 15 THF P.FSPON5I131UTY OF TNT INSTALLPP TO NOTIFY APFFX I3T51GN 5FI?VICFF5 OF SUCH CHANGFS, -18 f7ELIAT3LF Model LL-FFFC49FFC49 Concealed Pendent Sprinkler K-4,9, 155E ° , 3/ 8" Orifice, Maximum Spacing 16' x16' Sprinkler head demand: 15 gpm © 7,04 IFLIA3LF Model 11-rFC'191TC49 Concealed Pendent Sprinkler K-49, 155E°, '/8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 qpm @ 12.05 IRFLIA3LF Model LL -FI -t 49F1-1 49 Recessed Pendent Sprinkler K-4.9, 175F°, 7/ 16" Orifice, Maximum Spacing 16'x16' Sprinkler head demand: 15 qpm @ 7.04 COL01?/ LIN1W L�G�Nt2 131.11 LINTS- FFFFI7 TO FIX11J 5 (13ATN, SHOWN?, FFit,) BLACK LINFS= SPC?INKLPf? HFAf7 TO SPI?INKLFI? HEAD, x - I/ 2" PIPE: SIZE: - 3/ 4" PIPE SIZE: • " PIPE: 51ZP - I-1/ 2" PIPS SIZE TUKWILA FIRE DEPARTMENT Risme calf 206-575-4Q7 arid id give this Fire Permit No. I(� -S-/ and exact adcrss for shut- down or on a)pproval. T,29 � _ _ H,2 SEL - 9-16 FOR ALL HEAT SEAMS AND POST L©GATIc SHEET A-7 NIS, SEE H14 pri"4 6 SINK V; f71SP. rGHi"N H.S. LLITC 9-18 11.12 I F 12 1",57 5°- 0" �5 Cl NOUS G©N1 AGGC ASH3 FRES. PRO\ r1EjaT ti AN vT© HATH LI, SH FLOW 5WI1tH 1?15;l? A55;Mt31,Y d 11 110 �(I1= I'4ALL Al s/lt`�C�7 Ac' GOT• I NT, THR TRU. GOT' THE PER f 9. DOOR POSITION 6 . WC49-I LINE OF ©UT51DE WALL 1=3EL01"1 P1_.2" (2) ax s PLAT:Z53 V cE ARA 'E I:Q©R Up I/ 411- 011 F1,00 IILIAI3. ANI3 SFNJU CONCFALPn 5PPINKLFI: INS -TALI -MON GUII21: FOP " SHEET MOCK N.f5. t?E1-IA13LE MOnEL5 • IWC -0 LL • IWC -49 LL SENJU 5Pl INKLFI? MOREL • 1C ITS bottom of cover plate cup i" above bottom of joist bottom of cover plate cup below bottom of joist CONaALNn AI2A9Th FITTING MOUNTING MTAIL N.f.S. prom FIM 5PINKLEp A7A'TER �— MINIMUM CUT" LENGTH Or plPE 3 I/2". MAXIMUMCUrLENGTH Of PIPE 12", FIEL12 VEFIFY FINISHF12 CEILING MATFVIAL TO 17FTFPMINE MOUNTING HEIGHT 12IMNSION NN'A 12 TA13LF 71515 ,3 13151'ANCF5 MOM HtAT 50UI?a5 HAAT 50i.FCF OC;I7INApY IN, INTEPMFI2IATE T IP 5117E OF FIpFPLAGF 36" 12" FRONT OF FIPEPLAC 60" 36" W0012131ENING STOVE 42" 12" KITCHEN FANGS 18" 91" WALL OVEN 18" 91" NOT AP FLUES 18" 9n UNINSULA1W NEAT 12UCT5 18" 91" UNINSULATEI2 NOT WATEi? PIPE5 12" 6" 5If2E OF HOT Al 12IFFUSEf? 24" I2" FRONT OF HOT AIV 12IFFUSFP 6 " 18" HOT WATV HMV. \C FL NACF 6" 3"" OW -250W LIGHT FIXTTF 6" 511 250W -4199W LIGHT FIX11J I2" 6" 2 3 4 N PPFLIM, & CONST, MUCH-PUITO5FLOW SWITCH IN5TALLA11ON N.T.5, 6" ALARM 3NLI, 1-0 13 I.00A'�17 0\ A1331?55 51.3 0F 3UoIN6 JUN 24 201fi TUKWILA FIRE f DESIGN .% V 0 .: I c0 SERA MIIE1 5fl INKL-M 10731 47th PI W Mukdteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 SALES IFP: IF5113FN11AL FM PPO11 C11ON SYSTEM 11U[3F TYPE: 1/ 2" f01-1/ 2" " AQUAP:X SPpINKLIFP INFOPMA11ON # OF HFAP511.115 51—Hf - 28 # OF HFFAt7511-15 J013- 28 5TA11C PI:F:55UI?F 15- 90 4 'r -................ ,r rrr wAa"'"G"OOMVE GCR'M F. -1,g.7,. RL6R f/R6 TROT! : iii grrile k ' el 1 .642-0508-A , r� L. • artier V' - D • Vf']. . ,� R \'., 8,0nTWr- r r^ - CNOY SYSTEM u 1:"""--..." r B : ■ ■ Exp�roR ,EV: H 11 . °C) °C1) -N \r" - CO ............< n < C1 C.:) \C >.". O 2 3 4 N PPFLIM, & CONST, 06-17-2016 `N0, I VISON/ ISS:, I 17ATt / 00 1 PPOJF:CT #: 160617-02 COMPANY: MAINIFt VIEW p00TPf? CONTACT: PILL F3FLKNAP CONTACT PHONE: #: (253) 455-1996 SCALE: 1 / 4" - 1' -0" I2t;51GN P 13Y: 51'FPHANIF FAHF:Y CHCFCKFI2 13Y: KAI?F;N 13A1313 00