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PP - 5024 S 109TH CT - LOT 3 - PERMITS AND PLANS
5024 S 109TH CT ASSOCIATED PERMITS 17-5-117 D15-0137 44ttllW44 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.: ',t? Site Address: .../9c2 7 /1:16 67" Suite Number: Floor: Tenant Name: l / New Tenant? ❑ - Yes ❑ - No Property Owner's Name: C/A- W W iL4 C�5T E51 Lu . Mailing Address: /,;?//rx96 A/4 51r (. /e/p?C.L.1.c,p iifi�/� 9f37;' City / / State Zip CONTACT PERSON -if there are questions about the submittal. Name: / A / / J/4L406-5.D V Day Telephone:53 -770 -Z90-6 Company Name: / "`O/(14gC// 4414/v I /ii'/i y-» J Mailing Address: R 47. %O,1/4/ Ic0� m/)F2 W iel X73 396 l/hJ City State Zip E-mail Address: ),r / )O/ rJ710//1-m ? ' J . e Oin Fax Number: MA NICET III number: 57c)I -^� 0502 Contractor's City of Tukwila ptI5 O 1 y 7 Je c Business License number: O Total number of new/relocated devices or sprinkler heads: Z Valuation of Project (contractor's bid price): $ 4 <ZA 7 // G Scope of Work (please provide detailed information): 3 G/ /3��-;- r/CG✓ 177,,,-( sz/s fit► 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 P BUILDIN Signature: Print Name: // / J64 � CAY1 /t/ Day Telephone: Date: b6/20 /17 R53-770- �v Plan Permit App.doc 8/22/14 TFD FP Form 8 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7 S-/17 DI''- 0137 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 3 Fire Alarm: Type of Inspec�'en Address: Suite #: . �, -('L� �(�� �i' f Contact Person:.6-6P-4 Special Instructions: Phone No.: KApproved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector: jet /G`lir? Date: //6--7/ e Hrs.: /. a $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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:.-IT Sprinklers: Type of Inspection: Address: 6. ,,f -i -- Contact Person: Suite #: -0 Z4- S. to % Special Instructions: Phone No.: [pproved per applicable codes. riCorrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: $ -V (A lC/1 cv rlf/l4 ®g--eUt� Occupancy Type: -f—(f -T rl /Va -�- D ._ L C �-,�S CJ)v /n1 S � - OE z- - 0 �af755 7"2)d Gam- Ie,0� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: py yi 5-4— Date: //.g/' g Hrs.: f $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /9-.? S 15--6157-- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/ ...e.-- 3 Project:' Type of Inspectio : 5/2.(,./k--- Address: 5O24—$ /94e7 #: Contact Person: nSuite /�Al Special Instructions: Phone No.: ilekithic _ cic, Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Ote...- 7--O C , Tr /1J ,0141-7-&--- . (5p97,6,4 5 Permits: Occupancy Type: ilekithic _ cic, 51k s f45 Aft�— e -b 0 /.nim e gd "1 2 f a s ,a 5c) f" 1/ . S- 11441.-1 e 3e s_ac. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:.1,144 5—A--- Date: Si Alla- 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 A-PEX Design Services Inc. sales©a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Drawing Location : 5024 109TH CT TUKWILA WA Remote Area : Contract : 170614-05 Data File : 170614-04 JKM Townhomes Lot 2.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 3 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-05 Drawing No. - ( ) Non -Combustible Ceiling Height 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 Listed Pres. at Start Point D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added Point - 17 - 12.03Psi 18 x 18 - 0 I Elevation at Highest Outlet - 124 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 44.74 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 58 R Residual (Psi) - 53 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C a) a) • 03 a0 C _ c O .Cu 7 C) N 0 .O as a) = a) C 0 i o co c i- N 0 .2 w a)2 C = O Z O 0 X 1"- w 2 "-wg fl 0) O C) O N QD1 2 'a N ID 3 en --,E o12'aa) c LI. Q. 50 c U CD2 E 0E0iarn >w�a)�m wcncn"cnz• i I . y 1 `r -NN OCA) CO al 000=0U) E a) 0 0 U) U) M N C.) r) P : 0 0 0 0 0 0 0 K) `d' C) N '— 0 0 0 0 0 0 0 0 0 0 0) CO h CD U Tt M N n. CL W v) cn D CL W 0 U) Tr O O 0 U) CO 1.0 CD V- 0 < O M Z 0 J U- 0 0 N 0 Cf) 0 0 1 0 U) Fittings Used Summary a) a) N (0 a0 CO C O .g C) U N 0 a) a) C 0 Cj co 1- 0a) V (I)CC •� G Cf)0 C 00 'W X 1"- W a Y C E N �Z J • 0) 411 LLQ Z"; r M N rtOrrOO 0.-O r K).- X00 K) O .- rar0)00 O r r a CO CO 0 0 O r r CO h N. 00 t- O rCal COCOOO N 0 r N O 1.0 0 0 CO to .—.-' CO 00 It O .- r 00 CO OO O U) r r N N 0 0 O O T- r N N 0 0 e-0 00 O r N r r 0 0 N r f0 r-00 o r - v 10 r .-rr N s- a r CO r N rCO (OO)NJ- Units Summary FlowSummary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Page 4 Date 6/14/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.975 17.0 44.736 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.16 124.0 H.23 124.0 T.45 124.0 T.44 116.0 H.24 116.0 T.43 116.0 H.18 116.0 T.38 116.0 T.28 108.0 T.27 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.9 124.0 T.34 124.0 H.3 124.0 T.30 124.0 T.33 116.0 T.32 116.0 T.26 108.0 H.25 124.0 H.22 124.0 H.19 124.0 H.14 124.0 T.41 124.0 T.39 116.0 H.5 116.0 T.31 124.0 H.10 124.0 H.21 116.0 H.15 116.0 T.42 116.0 T.40 116.0 H.12 116.0 H.4 116.0 H.6 116.0 T.35 116.0 T.36 108.0 H.1 108.0 H.8 116.0 H.11 108.0 4.9 12.03 12.86 13.46 18.06 18.15 18.34 18.44 18.7 23.11 23.89 25.94 33.2 42.32 44.74 12.67 12.94 13.54 13.77 18.37 18.43 22.97 13.53 13.62 13.7 13.78 13.86 18.06 18.26 13.8 13.83 18.06 18.06 18.06 18.06 18.06 18.42 18.64 18.7 22.89 23.01 18.7 22.89 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow•Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 H.20 H.13 T.37 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.9 22.92 22.94 22.94 22.96 22.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final' Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Date 6/14/2017 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.16 to H.23 8.52 8.52 0.862 150.0 0.0462 Utr 2.0 0.0 0.0 16.000 2.000 18.000 12.030 0.0 0.832 K Factor = 4.90 Vel = 4.68 H.23 to T.45 0.0 8.52 0.862 150.0 0.0462 Utr 2.0 0.0 0.0 11.000 2.000 13.000 12.862 0.0 0.601 Vel = 4.68 T.45 to T.44 -3.31 5.21 0.862 150.0 0.0186 2Utb 34.0 0.0 0.0 33.000 28.000 61.000 13.463 3.465 1.135 Vel = 2.86 T.44 to H.24 -0.08 5.13 0.862 150.0 0.0182 0.0 0.0 0.0 5.000 0.0 5.000 18.063 0.0 0.091 Vel = 2.82 H.24 to T.43 0.0 5.13 0.862 150.0 0.0181 Utr 2.0 0.0 0.0 8.000 2.000 10.000 18.154 0.0 0.181 Vel = 2.82 T.43 to H.18 0.0 5.13 0.862 150.0 0.0180 Utr 2.0 0.0 0.0 4.000 2.000 6.000 18.335 0.0 0.108 Vel = 2.82 H.18 to T.38 0.0 5.13 0.862 150.0 0.0181 Utr 2.0 0.0 0.0 12.000 2.000 14.000 18.443 0.0 0.253 Vel = 2.82 T.38 to T.28 -0.48 4.65 0.862 150.0 0.0151 2Utb 34.0 0.0 0.0 35.000 28.000 63.000 18.696 3.465 0.949 Vel = 2.56 T.28 to T.27 3.84 8.49 0.862 150.0 0.0459 Utr 2.0 Utb 17.0 0.0 1.000 16.000 17.000 23.110 0.0 0.780 Vel = 4.67 T.27 8.51 1.244 T 3.443 8.000 23.890 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0279 0.0 11.443 0.319 Vel = 4.49 S.1 0.0 1.244 2E 3.443 15.000 25.941 to 150.0 C 0.43 3.873 6.732 * * Fixed Loss = 5 CPL 17.0 0.0278 0.0 18.873 0.524 Vel = 4.49 CPL 0.0 1.049 2E 6.044 90.000 33.197 to 150.0 0.0 6.044 3.000 * * Fixed Loss = 3 MTR 17.0 0.0637 0.0 96.044 6.121 Vel = 6.31 MTR 0.0 0.995 E 2.336 20.000 42.318 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.418 Vel = 7.01 0.0 17.00 44.736 K Factor = 2.54 H.16 8.48 0.862 Utr 2.0 12.000 12.030 to 150.0 0.0 2.000 0.0 H.9 8.48 0.0458 0.0 14.000 0.641 Vel = 4.66 H.9 0.0 0.862 Utr 2.0 4.000 12.671 to 150.0 0.0 2.000 0.0 T.34 8.48 0.0457 0.0 6.000 0.274 Vel = 4.66 T.34 0.0 0.862 Utr 2.0 11.000 12.945 to 150.0 0.0 2.000 0.0 H.3 8.48 0.0458 0.0 13.000 0.595 Vel = 4.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final' Calculations - Hazen -Williams , A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. no, or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.3 0.0 0.862 Utr 2.0 3.000 13.540 to 150.0 0.0 2.000 0.0 T.30 8.48 0.0458 0.0 5.000 0.229 Vel = 4.66 T.30 -1.94 0.862 2Utb 34.0 12.000 13.769 to 150.0 0.0 28.000 3.465 T.33 6.54 0.0283 0.0 40.000 1.132 Vel = 3.60 T.33 -4.45 0.862 Utr 2.0 3.000 18.366 to 150.0 Utb 17.0 16.000 0.0 T.32 2.09 0.0035 0.0 19.000 0.066 Vel = 1.15 T.32 5.33 0.862 Utr 2.0 14.000 18.432 to 150.0 Utb 17.0 16.000 3.465 T.26 7.42 0.0358 0.0 30.000 1.073 Vel = 4.08 T.26 1.08 0.862 Utb 17.0 4.000 22.970 to 150.0 Utr 2.0 16.000 0.0 T.27 8.5 0.0460 0.0 20.000 0.920 Vel = 4.67 0.0 8.50 23.890 K Factor = 1.74 T.45 3.31 0.862 0.0 8.000 13.463 to 150.0 0.0 0.0 0.0 H.25 3.31 0.0080 0.0 8.000 0.064 Vel = 1.82 H.25 0.0 0.862 Utr 2.0 9.000 13.527 to 150.0 0.0 2.000 0.0 H.22 3.31 0.0080 0.0 11.000 0.088 Vel = 1.82 H.22 0.0 0.862 Utr 2.0 8.000 13.615 to 150.0 0.0 2.000 0.0 H.19 3.31 0.0081 0.0 10.000 0.081 Vel = 1.82 H.19 0.0 0.862 Utr 2.0 9.000 13.696 to 150.0 0.0 2.000 0.0 H.14 3.31 0.0080 0.0 11.000 0.088 Vel = 1.82 H.14 0.0 0.862 Utr 2.0 8.000 13.784 to 150.0 0.0 2.000 0.0 T.41 3.31 0.0080 0.0 10.000 0.080 Vel = 1.82 T.41 1.93 0.862 2Utb 34.0 11.000 13.864 to 150.0 0.0 28.000 3.465 T.39 5.24 0.0188 0.0 39.000 0.735 Vel = 2.88 T.39 0.08 0.862 Utr 2.0 8.000 18.064 to 150.0 0.0 2.000 0.0 H.5 5.32 0.0193 0.0 10.000 0.193 Vel = 2.92 H.5 0.0 0.862 Utr 2.0 7.000 18.257 to 150.0 0.0 2.000 0.0 T.32 5.32 0.0194 0.0 9.000 0.175 Vel = 2.92 0.0 5.32 18.432 K Factor = 1.24 T.30 1.94 0.862 Utr 2.0 7.000 13.769 to 150.0 0.0 2.000 0.0 T.31 1.94 0.0030 0.0 9.000 0.027 Vel = 1.07 T.31 0.0 0.862 Utr 2.0 11.000 13.796 to 150.0 0.0 2.000 0.0 H.10 1.94 0.0029 0.0 13.000 0.038 Vel = 1.07 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen -Williams 'A-PEX Design Services Inc. Page 8 JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Date 6/14/2017 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 8.000 13.834 to 150.0 0.0 2.000 0.0 T.41 1.94 0.0030 0.0 10.000 0.030 Vel = 1.07 0.0 1.94 13.864 K Factor = 0.52 T.44 0.08 0.862 Utr 2.0 18.000 18.063 to 150.0 0.0 2.000 0.0 H.21 0.08 0.0 0.0 20.000 0.0 Vel = 0.04 H.21 0.0 0.862 Utr 2.0 12.000 18.063 to 150.0 0.0 2.000 0.0 H.15 0.08 0.0001 0.0 14.000 0.001 Vel = 0.04 H.15 0.0 0.862 Utr 2.0 7.000 18.064 to 150.0 0.0 2.000 0.0 T.42 0.08 0.0 0.0 9.000 0.0 Vel = 0.04 T.42 -0.04 0.862 Utb 17.0 2.000 18.064 to 150.0 0.0 14.000 0.0 T.40 0.04 0.0 0.0 16.000 0.0 Vel = 0.02 T.40 0.04 0.862 Utr 2.0 1.000 18.064 to 150.0 0.0 2.000 0.0 T.39 0.08 0.0 0.0 3.000 0.0 Vel = 0.04 0.0 0.08 18.064 K Factor = 0.02 T.42 0.04 0.862 Utr 2.0 4.000 18.064 to 150.0 0.0 2.000 0.0 H.12 0.04 0.0 0.0 6.000 0.0 Vel = 0.02 H.12 0.0 0.862 Utb 17.0 4.000 18.064 to 150.0 Utr 2.0 16.000 0.0 T.40 0.04 0.0 0.0 20.000 0.0 Vel = 0.02 0.0 0.04 18.064 K Factor = 0.01 T.33 4.45 0.862 Utr 2.0 2.000 18.366 to 150.0 0.0 2.000 0.0 H.4 4.45 0.0140 0.0 4.000 0.056 Vel = 2.45 H.4 0.0 0.862 Utr 2.0 14.000 18.422 to 150.0 0.0 2.000 0.0 H.6 4.45 0.0139 0.0 16.000 0.222 Vel = 2.45 H.6 0.0 0.862 Utr 2.0 2.000 18.644 to 150.0 0.0 2.000 0.0 T.35 4.45 0.0138 0.0 4.000 0.055 Vel = 2.45 T.35 0.48 0.862 2Utb 34.0 15.000 18.699 to 150.0 0.0 28.000 3.465 T.36 4.93 0.0168 0.0 43.000 0.723 Vel = 2.71 T.36 -1.08 0.862 Utr 2.0 10.000 22.887 to 150.0 0.0 2.000 0.0 H.1 3.85 0.0106 0.0 12.000 0.127 Vel = 2.12 H.1 0.0 0.862 Utr 2.0 7.000 23.014 to 150.0 0.0 2.000 0.0 T.28 3.85 0.0107 0.0 9.000 0.096 Vel = 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final'Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 3 - One Head Calculation (H.16) Page 9 Date 6/14/2017 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 3.85 23.110 K Factor = 0.80 T.38 0.49 0.862 Utr 2.0 2.000 18.696 to 150.0 0.0 2.000 0.0 H.8 0.49 0.0002 0.0 4.000 0.001 Vel = 0.27 H.8 0.0 0.862 Utr 2.0 6.000 18.697 to 150.0 0.0 2.000 0.0 T.35 0.49 0.0002 0.0 8.000 0.002 Vel = 0.27 0.0 0.49 18.699 K Factor = 0.11 T.36 1.09 0.862 Utr 2.0 4.000 22.887 to 150.0 0.0 2.000 0.0 H.11 1.09 0.0010 0.0 6.000 0.006 Vel = 0.60 H.11 0.0 0.862 Utr 2.0 10.000 22.893 to 150.0 0.0 2.000 0.0 H.17 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.17 0.0 0.862 0.0 15.000 22.905 to 150.0 0.0 0.0 0.0 H.20 1.09 0.0010 0.0 15.000 0.015 Vel = 0.60 H.20 0.0 0.862 Utr 2.0 12.000 22.920 to 150.0 0.0 2.000 0.0 H.13 1.09 0.0011 0.0 14.000 0.015 Vel = 0.60 H.13 0.0 0.862 Utr 2.0 8.000 22.935 to 150.0 0.0 2.000 0.0 T.37 1.09 0.0010 0.0 10.000 0.010 Vel = 0.60 T.37 0.0 0.862 Utr 2.0 10.000 22.945 to 150.0 0.0 2.000 0.0 H.2 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.2 0.0 0.862 Utr 2.0 2.000 22.957 to 150.0 0.0 2.000 0.0 T.29 1.09 0.0010 0.0 4.000 0.004 Vel = 0.60 T.29 0.0 0.862 Utr 2.0 6.000 22.961 to 150.0 0.0 2.000 0.0 T.26 1.09 0.0011 0.0 8.000 0.009 Vel = 0.60 0.0 1.09 22.970 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. sales@a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Drawing Location : 5024 109TH CT TUKWILA WA Remote Area : Contract : 170614-05 Data File : 170614-04 JKM Townhomes Lot 2.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 3 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-05 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 11 D MAXIMUM LISTED SPACING 14 E Domestic Flow Added S I G N Additional Flow Added Elevation at Highest Outlet Note: - 10 Gpm 11Psi x 14 - 0 Gpm - Gpm - 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 20.0061 Summary C -Factor Used: Psi Required 47.91 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test - T Time of Test E Static (Psi) - 58 R Residual (Psi) - 53 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C N 0 CO a0 U) N I otsN N _ C 0 :0 CO 7 0 Ws 0 v as a) = F- ( M c I- d O V 'E 111 Ng (I)0 C= c co a) 00 XI- wg £ Q-) (r, cq M0 a) O N N. O Tr O La O . O 0 N E a) 0 0 CO Cr) O 0) 0) ) N• 7 P_3y3 00 N L LE Q3 as 7 3+_' (73 Cl) _ (OW . . . 000 0 N 0 0 U) v 0 COID e- 0 0 N 0 0 e 4 0 U) V' M N 0O 0 0 0 0 0 0 0 0 0 0 a Cew (n (n : c w O ID N 0 0 N 0 ID 0 0 0 L0 Fittings Used Summary (d ca (NI 06 N N _ C 0 a) 3 0 (Q 0 as 4) = 3 F- cit") c I... COO U 0) U)0 C = U) a) 00 XI- w2 CI_ Y 1 r () N N. CO rr 00 0 r 0 r(()rr00 CO 0 ,- ,- r t* r 0) 0 0 0 r .- CO CO 00 (n r .- C)N-N-oo n 0 .- N CO CO 0 0 N 0 r N In CO 00 CO Ill r r ar 01 0 0 'a 0 r .- CO CO 0 0 N U) r r N N 0 0 0 0 r r N N 0 0 I, - a— CO r r 0 0 in a- Ir, .-.00 N r(0 I-.--00 0 N- a- CO r r e- r N a- acr r00 rN r CO r (O0) at N' r N r (n r N N- a- N r Ta- N r N r CO N r o) cL) ' m c a C c c,o> o i 3 oW o y0Ce N E 2 w a) 0 '6 (' w X X 2co3a)a) _co •du. (oa m c � 3 ccmcDc)¢a .0 s- UwC9)-» Units Summary t U C_ • 0 4) Crcu Q 0) N L C o 0- U) Ta -8 0 c E(iDd w cu) c ID- � �c E o U)) 0 o_°;LLa` ' Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Page 4 Date 6/14/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.967 20.01 47.913 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 124.0 H.19 124.0 H.14 124.0 T.41 124.0 T.39 116.0 H.5 116.0 T.32 116.0 T.26 108.0 T.27 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.25 124.0 T.45 124.0 T.44 116.0 H.24 116.0 T.43 116.0 H.18 116.0 T.38 116.0 T.28 108.0 H.23 124.0 H.16 124.0 H.9 124.0 T.34 124.0 H.3 124.0 T.30 124.0 T.33 116.0 H.4 116.0 H.6 116.0 T.35 116.0 T.36 108.0 H.1 108.0 H.10 124.0 T.31 124.0 H.21 116.0 H.15 116.0 T.42 116.0 T.40 116.0 H.12 116.0 H.8 116.0 H.11 108.0 3 3 11.11 10.0 11.59 12.12 12.6 17.05 17.34 17.61 22.52 23.76 25.92 33.37 44.64 47.91 11.13 10.01 11.75 17.04 17.17 17.43 17.59 17.95 22.71 11.94 12.2 12.41 12.49 12.68 12.76 17.54 17.61 17.89 17.96 22.4 22.58 12.65 12.71 17.05 17.05 17.05 17.05 17.05 17.96 22.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 &11.25) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 H.20 H.13 T.37 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.43 22.45 22.47 22.48 22.5 22.51 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 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.22 8.70 0.862 Utr 2.0 8.000 11.110 to 150.0 0.0 2.000 0.0 H.19 8.7 0.0480 0.0 10.000 0.480 K Factor = 3.00 Vel = 4.78 H.19 to H.14 0.0 8.7 0.862 150.0 0.0481 Utr 2.0 0.0 0.0 9.000 2.000 11.000 11.590 0.0 0.529 Vel = 4.78 H.14 to T.41 0.0 8.7 0.862 150.0 0.0480 Utr 2.0 0.0 0.0 8.000 2.000 10.000 12.119 0.0 0.480 Vel = 4.78 T.41 to T.39 -2.54 6.16 0.862 150.0 0.0254 2Utb 34.0 0.0 0.0 11.000 28.000 39.000 12.599 3.465 0.989 Vel = 3.39 T.39 to H.5 0.48 6.64 0.862 150.0 0.0291 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.053 0.0 0.291 Vel = 3.65 H.5 to T.32 0.0 6.64 0.862 150.0 0.0292 Utr 2.0 0.0 0.0 7.000 2.000 9.000 17.344 0.0 0.263 Vel = 3.65 T.32 to T.26 2.08 8.72 0.862 150.0 0.0482 Utr 2.0 Utb 17.0 0.0 14.000 16.000 30.000 17.607 3.465 1.446 Vel = 4.79 T.26 to T.27 1.29 10.01 0.862 150.0 0.0622 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 22.518 0.0 1.244 Vel = 5.50 T.27 to S.1 10.00 20.01 1.244 150.0 0.0377 T 3.443 8.000 23.762 0.0 3.443 1.732 0.0 11.443 0.431 Vel = 5.28 S.1 0.0 1.244 2E 3.443 15.000 25.925 to 150.0 C 0.43 3.873 6.732 CPL 20.01 0.0376 0.0 18.873 0.709 * * Fixed Loss = 5 Vel = 5.28 CPL 0.0 1.049 2E 6.044 90.000 33.366 to 150.0 0.0 6.044 3.000 MTR 20.01 0.0862 0.0 96.044 8.276 * * Fixed Loss = 3 Vel = 7.43 MTR 0.0 0.995 E 2.336 20.000 44.642 to 150.0 T 5.841 9.345 0.0 STR 20.01 0.1115 G 1.168 29.345 3.271 Vel = 8.26 0.0 20.01 47.913 K Factor = 2.89 H.22 to H.25 1.30 1.3 0.862 150.0 0.0015 Utr 2.0 0.0 0.0 9.000 2.000 11.000 11.110 0.0 0.016 Vel = 0.71 H.25 to T.45 10.01 11.31 0.862 150.0 0.0780 0.0 0.0 0.0 8.000 0.0 8.000 11.126 0.0 0.624 K Factor = 3.00 Vel = 6.22 T.45 to T.44 -4.57 6.74 0.862 150.0 0.0299 2Utb 34.0 0.0 0.0 33.000 28.000 61.000 11.750 3.465 1.826 Vel = 3.71 T.44 -0.48 0.862 0.0 5.000 17.041 to 150.0 0.0 0.0 0.0 H.24 6.26 0.0262 0.0 5.000 0.131 Vel = 3.44 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 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 8.000 17.172 to 150.0 0.0 2.000 0.0 T.43 6.26 0.0261 0.0 10.000 0.261 Vel = 3.44 T.43 0.0 0.862 Utr 2.0 4.000 17.433 to 150.0 0.0 2.000 0.0 H.18 6.26 0.0260 0.0 6.000 0.156 Vel = 3.44 H.18 0.0 0.862 Utr 2.0 12.000 17.589 to 150.0 0.0 2.000 0.0 T.38 6.26 0.0261 0.0 14.000 0.366 Vel = 3.44 T.38 -0.78 0.862 2Utb 34.0 35.000 17.955 to 150.0 0.0 28.000 3.465 T.28 5.48 0.0204 0.0 63.000 1.286 Vel = 3.01 T.28 4.52 0.862 Utr 2.0 1.000 22.706 to 150.0 Utb 17.0 16.000 0.0 T.27 10.0 0.0621 0.0 17.000 1.056 Vel = 5.50 0.0 10.00 23.762 K Factor = 2.05 T.45 4.57 0.862 Utr 2.0 11.000 11.750 to 150.0 0.0 2.000 0.0 H.23 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.23 0.0 0.862 Utr 2.0 16.000 11.939 to 150.0 0.0 2.000 0.0 H.16 4.57 0.0146 0.0 18.000 0.263 Vel = 2.51 H.16 0.0 0.862 Utr 2.0 12.000 12.202 to 150.0 0.0 2.000 0.0 H.9 4.57 0.0146 0.0 14.000 0.204 Vel = 2.51 H.9 0.0 0.862 Utr 2.0 4.000 12.406 to 150.0 0.0 2.000 0.0 T.34 4.57 0.0147 0.0 6.000 0.088 Vel = 2.51 T.34 0.0 0.862 Utr 2.0 11.000 12.494 to 150.0 0.0 2.000 0.0 H.3 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.3 0.0 0.862 Utr 2.0 3.000 12.683 to 150.0 0.0 2.000 0.0 T.30 4.57 0.0146 0.0 5.000 0.073 Vel = 2.51 T.30 2.54 0.862 2Utb 34.0 12.000 12.756 to 150.0 0.0 28.000 3.465 T.33 7.11 0.0331 0.0 40.000 1.322 Vel = 3.91 T.33 -2.08 0.862 Utr 2.0 2.000 17.543 to 150.0 0.0 2.000 0.0 H.4 5.03 0.0173 0.0 4.000 0.069 Vel = 2.77 H.4 0.0 0.862 Utr 2.0 14.000 17.612 to 150.0 0.0 2.000 0.0 H.6 5.03 0.0175 0.0 16.000 0.280 Vel = 2.77 H.6 0.0 0.862 Utr 2.0 2.000 17.892 to 150.0 0.0 2.000 0.0 T.35 5.03 0.0173 0.0 4.000 0.069 Vel = 2.77 T.35 0.78 0.862 2Utb 34.0 15.000 17.961 to 150.0 0.0 28.000 3.465 T.36 5.81 0.0228 0.0 43.000 0.979 Vel = 3.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 8 JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 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.36 -1.29 0.862 Utr 2.0 10.000 22.405 to 150.0 0.0 2.000 0.0 H.1 4.52 0.0143 0.0 12.000 0.172 Vel = 2.48 H.1 0.0 0.862 Utr 2.0 7.000 22.577 to 150.0 0.0 2.000 0.0 T.28 4.52 0.0143 0.0 9.000 0.129 Vel = 2.48 0.0 4.52 22.706 K Factor = 0.95 T.41 2.54 0.862 Utr 2.0 8.000 12.599 to 150.0 0.0 2.000 0.0 H.10 2.54 0.0049 0.0 10.000 0.049 Vel = 1.40 H.10 0.0 0.862 Utr 2.0 11.000 12.648 to 150.0 0.0 2.000 0.0 T.31 2.54 0.0049 0.0 13.000 0.064 Vel = 1.40 T.31 0.0 0.862 Utr 2.0 7.000 12.712 to 150.0 0.0 2.000 0.0 T.30 2.54 0.0049 0.0 9.000 0.044 Vel = 1.40 0.0 2.54 12.756 K Factor = 0.71 T.44 0.48 0.862 Utr 2.0 18.000 17.041 to 150.0 0.0 2.000 0.0 H.21 0.48 0.0002 0.0 20.000 0.005 Vel = 0.26 H.21 0.0 0.862 Utr 2.0 12.000 17.046 to 150.0 0.0 2.000 0.0 H.15 0.48 0.0002 0.0 14.000 0.003 Vel = 0.26 H.15 0.0 0.862 Utr 2.0 7.000 17.049 to 150.0 0.0 2.000 0.0 T.42 0.48 0.0002 0.0 9.000 0.002 Vel = 0.26 T.42 -0.21 0.862 Utb 17.0 2.000 17.051 to 150.0 0.0 14.000 0.0 T.40 0.27 0.0001 0.0 16.000 0.001 Vel = 0.15 T.40 0.21 0.862 Utr 2.0 1.000 17.052 to 150.0 0.0 2.000 0.0 T.39 0.48 0.0003 0.0 3.000 0.001 Vel = 0.26 0.0 0.48 17.053 K Factor = 0.12 T.42 0.21 0.862 Utr 2.0 4.000 17.051 to 150.0 0.0 2.000 0.0 H.12 0.21 0.0 0.0 6.000 0.0 Vel = 0.12 H.12 0.0 0.862 Utb 17.0 4.000 17.051 to 150.0 Utr 2.0 16.000 0.0 T.40 0.21 0.0 0.0 20.000 0.001 Vel = 0.12 0.0 0.21 17.052 K Factor = 0.05 T.33 2.08 0.862 Utr 2.0 3.000 17.543 to 150.0 Utb 17.0 16.000 0.0 T.32 2.08 0.0034 0.0 19.000 0.064 Vel = 1.14 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 9 JKM TOWNHOMES LOT 3 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 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 17.607 K Factor = 0.50 T.38 0.78 0.862 Utr 2.0 2.000 17.955 to 150.0 0.0 2.000 0.0 H.8 0.78 0.0005 0.0 4.000 0.002 Vel = 0.43 H.8 0.0 0.862 Utr 2.0 6.000 17.957 to 150.0 0.0 2.000 0.0 T.35 0.78 0.0005 0.0 8.000 0.004 Vel = 0.43 0.0 0.78 17.961 K Factor = 0.18 T.36 1.29 0.862 Utr 2.0 4.000 22.405 to 150.0 0.0 2.000 0.0 H.11 1.29 0.0013 0.0 6.000 0.008 Vel = 0.71 H.11 0.0 0.862 Utr 2.0 10.000 22.413 to 150.0 0.0 2.000 0.0 H.17 1.29 0.0014 0.0 12.000 0.017 Vel = 0.71 H.17 0.0 0.862 0.0 15.000 22.430 to 150.0 0.0 0.0 0.0 H.20 1.29 0.0014 0.0 15.000 0.021 Vel = 0.71 H.20 0.0 0.862 Utr 2.0 12.000 22.451 to 150.0 0.0 2.000 0.0 H.13 1.29 0.0014 0.0 14.000 0.020 Vel = 0.71 H.13 0.0 0.862 Utr 2.0 8.000 22.471 to 150.0 0.0 2.000 0.0 T.37 1.29 0.0014 0.0 10.000 0.014 Vel = 0.71 T.37 0.0 0.862 Utr 2.0 10.000 22.485 to 150.0 0.0 2.000 0.0 H.2 1.29 0.0014 0.0 12.000 0.017 Vel = 0.71 H.2 0.0 0.862 Utr 2.0 2.000 22.502 to 150.0 0.0 2.000 0.0 T.29 1.29 0.0012 0.0 4.000 0.005 Vel = 0.71 T.29 0.0 0.862 Utr 2.0 6.000 22.507 to 150.0 0.0 2.000 0.0 T.26 1.29 0.0014 0.0 8.000 0.011 Vel = 0.71 0.0 1.29 22.518 K Factor = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UPtI-Y 51-A11C 1951: 58 PF5II2UAL PSI: 53 PLOW GPM: 300 i Th •) (• 15' OF I-1/ 2" AQUAPPX FROM 11- 90' OF I" POLY PROM 11-F MFTFP— I" MF1FR T 20' OF I" COPPFP FROM 11' 511 f WA CPL TO5.1 CPL �� 5�f?VIC� E7 1 AIl. N,1`,5, 0 I HEAP 2 HFA12 M051' Hiro HFA12 # HI6 R22 & H.25 AULICALLY PFMO1F HPA125 GPM PPF55U?P PFQ'12 Ar Sfl PPf 17 44.74 20 47,91 7 1st Flrcr 9 2nd Vivi. 9 third 2'd TNN. O ---15 LLFFC30-l4 O 0 LLF 619-I8 KELIA131,P Model LL-1PFC30F;FC30 Concealed Pendent Sprinkler 155P", 5/ 8" Orifice, Maximum 5pacinq I4'xl4' Sprinkler head demand: 10 qpm @ I LI I 1:41/13l. Model LL-<;PC491;PC49 Concealed Pendent Sprinkler K. -4.9,155F°, 3/ 5" Orifice, Maximum 5pacinq 16'x16' Sprinkler head demand. 13 qpm @ 7,04 RFLIAf3LF Model LLeFFC49RFC49 Concealed Pendent Sprinkler K=4,9, 155F°, 3/ 8" Orifice, Maximum Spacinq 18'x18' Sprinkler head demand; 17 ppm @12,05 NTA 13n 1'Ai31.� St5t3 n151'ANa5 TOM HAAT 50UPC5 HFAf SOUFCF OFt7INAF\Y IN. INTEFIMVIATh IN f' 51st; OF FIFFI'LACF 6" 12" FFONT OF FIFSFLACF 60" 36" W0012 BURNING 5TOVF 42" 12" KITCHEN RANGE 18" 9" WALL OVEN 18" 9" HOT AIF FLUF5 18" 9" UNIN5ULA11;t7 ItAr PUCT5 18" 9" UNIN5ULATN2 NOT WATFF PIl 5 12" 6" 5112E OF HOT AIF PIFFUSFF 24" 12" FRONT OF NOT AIF LIFPUSFR 36" 18" Hor WATER NSATF 6" 3" FURNACE 6" 3" OW -250W UGNT FIXTURE 6" 3" 250W -499W LIGHT FIXTLM 12" 6" NFFA C1-051' 5P INKL t? f?�QUII M�N1'5 NTS 8.6.3 SFFINKLFFS SHALL NOT g I QUIFFt2 IN CLOT1-55 CLO5FT5, LINEN CL05T5, ANI2 FAMES THAT MMT ALL OF TNF FOLLOWING CONI21110N5; (I) 11-e AMA OF TNF SPACE 120F5 NOT FXCFFf7 24 FT2 (2,2 M2) , (2) TNF LVA51- 12IMFN510N 12a5 NOT FXCFF) 3 Ff (0,9 M) , (3) TNF WALLS ANf7 CILING5 AFF 5LIFFACN2 WITH NONCOM13U51113LF OF LIMI1 t7-COMC3U51113LF MAVIAL5 A5 I2PFINFt7 IN NFPA 220, 5fANI2AJn ON TYpF5 OF 13UILt2lNG CON5T UC110N, 4' -I" r CLO 12.6 5Q. FT 5PFINKLF I QUIFF12 N 9'-8" CLO 25.8 50, FT K, i 41-0" t CLO 1250,FT 5F'FINKLFF 1 QUIFFn 512FINUF NOT FFQUIR V MULTI PUI PO5FLOW 5WITCH IN5TA-LA110k N,T,5, 611 ADAM 10 ,3i. L.00A 01\ A2255 5I2 OF 3 \G 2 RFLIAI3LF ANI2 SFNJU CONCFAFt2 5PRINKLFR INSTALLA11ON GUII2F POP 2" 51 -PD1' POCK MLIA1U MOM5 • 1FC-30 LL • 1ZFC-49 LL 55NJU 5PFINKLFI MOM- • PC FCS bottom of' cover plate cup i" above bottom of Joist bottom of' cover plate cup q" below bottom of joist CONCPALN12 A2A9T? SITTING MOUNTING 13 -1 -AL Y PROPER PIM 5PINKLER ADAPTER N,T,5, PROPEX EP TEE �— MINIMUM Cltf LENGTH oP PIPE 5-1/ 2", MAXIMUM CUr LENGTH OP PIPE 12", air FILt2 V .I IFY FINIS1-1n2 CE IUNG MATFIAL TO 1 MFMINS MOUNTING It161-Ir 171MNSION CO\ \CTIO\5 11-115 SUGGP51F12 LAYOUT 1513ASPn UPON INPORMA110N PPOVIt2 I213Y OT-IPP5, CHANGF5 IN CON511 UC110N OI FIFLI2 CONI21110N5 MAY OCCUP WHICH MAY PFQUIPF CHANGP51.011-P LAYOL1I 11' 1511 -IF PFSPONSIPILITY OP 11 -IP IN51'ALLFP 1'0 NO11FY APPX 12 5IGN 5FRVICF5 OP SUCH CHANGF5 KO I -I/ 2" AOUAX MAI\ 5fl 11\ KI. 1 OOP s -i FLOW swircH pl5�p ASS�M31.Y COI.OI?/ 1.11\1'W 1.6N12 ALU LINP5- PFPIZ 10 FIXTl,FF5 ( PATH, SHOWD, FTC,) C3LACK LINP5- SPPINKLFP HFA12 TO SPPINKLFP HFA12, 1/ 2" PIPP SIZP 1 - I" PIPP SIZP 1 1/ 2" PIPP 5IZP G� \N?AL NO�'�5 IF A MV 15 3�I\G I1\51'AAI.N2, NO MOR 1'-A\ AN 8 F951 PI55UtPI Op K 26 GPM 15 tQUIE t2, A I" APOl.O 36�1.F 0� 3611.F 5rE5 PIN 15 f?�COMM I3N3, S�I?INKI/�I? 5Y5'"�M 19SIGNN2 ¶01'- 2OI3 \FPA Ian 51'ANPAI?13 XO Iaic�xc�su )(0 E DEPARTMENT 'lease :,6-575-4K07 and givfg.i its hie Permit Nom rind exact addres ,for shut- r-restoreJ approvals TO E i" 1` N. 101.0" DEgIG Mt SPI2INIUI? 1073147th PI W Mukllteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 FMAIL sales@a-pexdesignservIces,com 5ALFS PPP: 4 H7 d o wed„ 1 . Flo,,�C LLL cA-' 4 �s ►.,�q,,,.,� �( . PP511FN11AL PIPP PRO1-C110N 5Y51PM 11J13P 1YPF ; 1/ 2" 1'01-1 / 2" AQUAI'PX 5PRINKLFP INFOMA110N # OF HFA12511-115 5HPF1' - 25 # OF NAb511-115 J013 - 25 51"A11C 19p.P4411 58 t,; FIS 4,7" Without Comments As Noted in Red Per The Attached Letter These pins have been reviewed by The Tukwila Fire • vent an ureau fo conformance with current City ndar, s. acceptance is subject to errors and isslo s vviich do no;: authorize violations of adopted dar s a id c,rUln r The responsibility for the adequary o design rests totally with the designer. Actditlor 3, c _.aietlons to these drawings after this Oat.... wi void this 3cceptarlce and will require a resubm tal Sf r:viser drawings for subsequent approval. Final aeepr3nc:e Is subject to field test and Inspection by The Tuhwilz Fi c Prevention Bureau. Date:(' —( J \ Bti' • I10v CeiD CM. c>'2 WTII�t 4,-4k WTC4 16 SOLID +SORE SELF CI OSE/ 8 SELF Lr TCl-TING 13/'t MIN IDE MIN LINEN E.F. I `° I I I aC49-4 2"x30" MIN. TT IC ACCE USE 1/2" 1 ON ALL STRUCTL (I) LAYEF "X" ON _111RAP A. POSTS IN 1/2" TY 1111<" l 1 AND WALLS. 42'° :RISE E3Ai z I,L FCi 9- 6 H22 �C30-1 FC0 UFC30-IV * :N' CLt ETA 0$ PLACE 3-vEN T11-16ROUGH ROOF INSTAL PER MFR 21 SPECS PROVIDE11, SQ. IN. UT DE AIR LLE 4-14 45" WIDE M' i TV ALCO' A33OVE FIRI PLACE W/ MIN 12" WIDE TV SHELF/ 12" WI D .' l COFF GJ 5/0x1/0 O.N. DOOR ENTRY ID 4/0x4 U_ C50.31x2/0 F 5/0x4/6 x© EGRESS 6/0x2/0 fx 6/0x4/6 XOR© I/ 411-I I,01I \9 I/ 411-I I-011 STORE ©OOR9i S.G. WATERPROOF DECKING SLOPE TO DRAIN 1/4" / FT MIN 5f 1/4"-P-0" V PAID JUN 20 2O1Y TUKWILA FIRE /I 4 0 �(1 N Q 0 "‘ PPFLIM, & CON5T, 6-l4-2017 MASON/ 155UF r PROJECT' #: 170614-05 COMPANY: MONARCH PLUMBING CONTACT, PHIL JACOI3SON CONTACT' PHONP #: ( 25) 770-2400 SCALE; 1/4" 1'-0" l2 SIGNFt2 13Y: KAPFN 13AI313 CHFCKFL t33Y: NOAH FAKMAN 00