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HomeMy WebLinkAboutPP - 5034 S 109TH CT - LOT 2 - PERMITS AND PLANS5034 S 109TH CT ASSOCIATED PERMITS 17-S-115 D15-0136 44tit"44 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. Site Address: ,5 3L/ /O'f Lh CT **PLEASE PRINT** King Co. Assessor's Tax No.: /71/20 1'I7 Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: I L( le'f,�l i t GEST IN 3 11.29 qM sr N sre Mailing Address: 1"tu-tom l City CONTACT PERSON -if there are questions about the submittal. Name: �n// ,1ACo%c7� Company Name: iW0/(M/x'// /ii -en -7,63/4/e4 t',11 9tr37.1- State Zip Day Telephone: x.53- 770 -2 00 1 -/I91 -PA/ Mailing Address: f0• 60X / q VI/ /�E2 ` City E-mail Address: ,J /44 /i1U/)Ct. Fax Number: /� J Contractor's City of Tukwila r NICET III number: . J5i7 —04) 0 'A Business License number: - 0(79 7866 Total number of new/relocated devices or sprinkler heads: OC--- - Valuation of Project (contractor's bid price): $ S %% / Scope of Work (please provide detailed information): _ik `� /-570 /5/Gw L/f1 gS390 State Zip !"/fl 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 PE " OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THI BUILDI Signature: Print Name: //4 7 J4cehesa,0 Plan Permit App.doc Date: 06/Z0 7017 Day Telephone: Q S 3 - 770 -7 UZ) 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit x/36 J7-5" PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� z Fire Alarm: Hood & Duct: Type of/9�ectign: Address:t Suite #: x,37 • 3 011 0 Contact Person: Special Instructions: Phone No.: ifApproved per applicable codes. Corrections required prior to approval. COMMENTS: / &arreelwis P,5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ft, y ,3 Date: //S/l8 Hrs.:Ad $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 2 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P -0/3 4, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type Ler- Z Sprinklers: of Inspection: S/rr4 4-(-e" Address: Suite #: )5 S4.- S., (d Pre -Fire: Contact Person: c-rr Special Instructions: 01`o 4 7-6. 6?")2--c a rZ 6 g4-/36-7 Phone No.: ;.-1---Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: __Sea_JAJICE??—. Ffi,_ti..-- /ipprZCArg-A Monitor: Pre -Fire: Fia-e- f;^)/9-2— AZ`r- v/ppo--6271;-v /(1 -*""P — fU- (r✓ — C L-_--ThiL-s 3,1-'4 Lc— p6-7-1- 2-T ,2 —01) 01`o 4 7-6. 6?")2--c a rZ 6 g4-/36-7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: F--,4 Date: 113 ht !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 V i INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: / ,_ 7- 2 Type of Inspection: ##: e Suiteu: ASpecial l 9 7. /69714--CT---- ) Contact Person: Rut Permits: Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 6k- ?) cc -11E72 l_7 i77NG4 /nJ s �- j'LGL` � 5104-r.1,36, flypci-O o� Rvaze_-7--- `( ism-� lc_ a aC /4i „J a. &i s�p„,_„ lb+ 561,( /poi e se_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: .7 s 4— Date: Siv/ l< 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. sales©a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 2 - One Head Calculation (H.16) Drawing Location : 5034 109TH CT TUKWILA WA Remote Area : Contract : 170614-04 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 2 - One Head Calculation (H.16) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 2 Location - TUKWILA WA Building - System No. - Contractor - MONARCH PLUMBING Contract No. - 170614-04 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 6-14-2017 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12.03Psi D E S I G N MAXIMUM LISTED SPACING 18 x 18 Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 124 Note: 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 Psi Required 43.78 Overhead 150 Summary C -Factor Used: At Ref Pt STR 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 P P L Y Pump Data: Rated Cap. @ Psi Elev. Other Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C o) c 0 0 I C 0 C) U Ta U a> I a) C 0 U N C U 0 U) U Z W a)• 2 C O •a' z N13 0O XI— W g d Y Q � City Water Supply: Demand: Cl - Static Pressure : 58 D1 - Elevation : 10.394 C2 - Residual Pressure: 53 D2 - System Flow : 16.995 C2 - Residual Flow : 300 D2 - System Pressure : 43.781 Hose ( Demand) : D3 - System Demand : 16.995 Safety Margin : 14.195 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) N U . N S 0 0 0 M N 0 0 O 0 0 0 O O 0 0 0 e- <- c- O CO N- O ( C) N W CC W CO (I) J W W Fittings Used Summary (0 C O U 0 (0 a) 2 a) C 0 U N C � to 0 a) • LLI cr)0 C cnZ • N 00 X I— LLI g a Y Q � M N O -0 y-U)r-f00 U) O . c- V 0700 O T- r- O W 00 LO S MI- N. 00 t` O • N (0(000 N O — N (() (() 00 CO U) V M O Co 'Cr O • T- M MOO N U) � �- N N OO 0 0 c�Y- N N 00 0- ,-- co •t-00 • N- -. 00 N (0 — '-00 0N- • U)�� - N r-Vc- CO .-N rM c- (00) V t k J 0wOI-» Units Summary Flow Summary - NFPA 2007 A-PEX Design Services Inc. Page 4 JKM TOWNHOMES LOT 2 - One Head Calculation (H.16) Date 6/14/2017 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.975 17.0 43.781 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 41.36 43.78 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. Page 5 JKM TOWNHOMES LOT 2 - One Head Calculation (H.16) 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 2 - 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 8.52 0.862 Utr 2.0 16.000 12.030 to 150.0 0.0 2.000 0.0 H.23 8.52 0.0462 0.0 18.000 0.832 K Factor = 4.90 Vel = 4.68 H.23 0.0 0.862 Utr 2.0 11.000 12.862 to 150.0 0.0 2.000 0.0 T.45 8.52 0.0462 0.0 13.000 0.601 Vel = 4.68 T.45 -3.31 0.862 2Utb 34.0 33.000 13.463 to 150.0 0.0 28.000 3.465 T.44 5.21 0.0186 0.0 61.000 1.135 Vel = 2.86 T.44 -0.08 0.862 0.0 5.000 18.063 to 150.0 0.0 0.0 0.0 H.24 5.13 0.0182 0.0 5.000 0.091 Vel = 2.82 H.24 0.0 0.862 Utr 2.0 8.000 18.154 to 150.0 0.0 2.000 0.0 T.43 5.13 0.0181 0.0 10.000 0.181 Vel = 2.82 T.43 0.0 0.862 Utr 2.0 4.000 18.335 to 150.0 0.0 2.000 0.0 H.18 5.13 0.0180 0.0 6.000 0.108 Vel = 2.82 H.18 0.0 0.862 Utr 2.0 12.000 18.443 to 150.0 0.0 2.000 0.0 T.38 5.13 0.0181 0.0 14.000 0.253 Vel = 2.82 T.38 -0.48 0.862 2Utb 34.0 35.000 18.696 to 150.0 0.0 28.000 3.465 T.28 4.65 0.0151 0.0 63.000 0.949 Vel = 2.56 T.28 3.84 0.862 Utr 2.0 1.000 23.110 to 150.0 Utb 17.0 16.000 0.0 T.27 8.49 0.0459 0.0 17.000 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 CPL 17.0 0.0278 0.0 18.873 0.524 * * Fixed Loss = 5 Vel = 4.49 CPL 0.0 1.049 2E 6.044 75.000 33.197 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 81.044 5.165 * * Fixed Loss = 3 Vel = 6.31 MTR 0.0 0.995 E 2.336 20.000 41.362 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 Vel = 7.01 0.0 17.00 43.781 K Factor = 2.57 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. JKM TOWNHOMES LOT 2 - One Head Calculation (H.16) Page 7 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.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 2 - 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. Page 9 JKM TOWNHOMES LOT 2 - 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 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 2 - Two Head Calculation (H.22 & H.25) Drawing Location : 5034 109TH CT TUKWILA WA Remote Area Contract : 170614-04 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 2 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 2 Location - TUKWILA WA Building - System No. - Contractor - MONARCH PLUMBING Contract No. - 170614-04 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 6-14-2017 S Y S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Flow at Start Point - 10 Gpm Listed Pres. at Start Point - 11.11Psi D MAXIMUM LISTED SPACING 14 x 14 E S I G N Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 124 Note: Gpm Gpm Feet (X) Wet () System Type ( ) 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 46.62 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 I" - ‘C; N wr NCD N c as a0 to N 2 ea N N I Two Head Calcu U N C I- 0 - 00 a) U_ w 0 c rn2 N 00 X w2 aY Q--) v y ..... E o112Tsy clic c0 c o waEEEErn co m >, >,0 >,2 w(ncn"(n.• 44 1 1 1 0 1 4132 CT'NN OM CO (t000=0U) E N 0 0 COl))0 Ir) t!) CO N .. 7 N N 3 en a) O • � aLi Q 3 = (2_0;0;0 (.- to to (I) XSo)N s_na'a' 0 III UUU U Cl C) 5 cv 0 0 0 0 0 0 0 0 to V' M N 0 0) CO00) COl(0 LO 'd' M 0 N a Ce w (n (OD tx W 0 0 in v O O 0 L() M O •- 0< 0Z M 0 J LL O to N 0 0 N 0 L() 'a- 0 0 0 N- 0 U, Fittings Used Summary a) C U, N N O U Co 0 V G) H �j (V Ci- d 0 (.) o2 Ci)0 C = CZ V) c 0 X W2 c Q � r M N r CO .- OO 0'-0 r- (n r• r• 0 0 tO 0 r- -.'.0)00 0 r- �'d'0000 O .- (") P h 0 0 N. 0 r(V (0(000 N 0 .- N O O 0 0 CO O M 00 • 0 �.-01(100 N U) r -r -NN 00 0 0 NN 00 r N • CO .- r- 0 0 on r- if) r -.-.-.- N •- 'd' r- Co r- N r- M r- COO)et a-Nr-ln r -• N e- r-ezr 1- CV r -N .-(1 N r- 0) U C C d C ; ( m 0) '2 r, 2 N as I- 0'0 w X X 4.7.a ` C 0 N s u CLLO7 7 IXOo)C OOf<< .0 Units Summary U +O+ C 7 — C_ M • Q Q CO C N O O- fA !9 'p N .(7 C ELI jd co) :!--. C w C C N C N �y� y E 0 3JLLa Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 2 - 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 46.62 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 43.35 46.62 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 2 - Two Head Calculation (H.22 & H.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 a 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 2 - 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 10.00 1.244 T 3.443 8.000 23.762 to 150.0 0.0 3.443 1.732 S.1 20.01 0.0377 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 * * Fixed Loss = 5 CPL 20.01 0.0376 0.0 18.873 0.709 Vel = 5.28 CPL 0.0 1.049 2E 6.044 75.000 33.366 to 150.0 0.0 6.044 3.000 * * Fixed Loss = 3 MTR 20.01 0.0862 0.0 81.044 6.983 Vel = 7.43 MTR 0.0 0.995 E 2.336 20.000 43.349 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 46.620 K Factor = 2.93 H.22 1.30 0.862 Utr 2.0 9.000 11.110 to 150.0 0.0 2.000 0.0 H.25 1.3 0.0015 0.0 11.000 0.016 Vel = 0.71 H.25 10.01 0.862 0.0 8.000 11.126 K Factor = 3.00 to 150.0 0.0 0.0 0.0 T.45 11.31 0.0780 0.0 8.000 0.624 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 2 - 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 to T.43 0.0 6.26 0.862 150.0 0.0261 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.172 0.0 0.261 Vel = 3.44 T.43 to H.18 0.0 6.26 0.862 150.0 0.0260 Utr 2.0 0.0 0.0 4.000 2.000 6.000 17.433 0.0 0.156 Vel = 3.44 H.18 to T.38 0.0 6.26 0.862 150.0 0.0261 Utr 2.0 0.0 0.0 12.000 2.000 14.000 17.589 0.0 0.366 Vel = 3.44 T.38 to T.28 -0.78 5.48 0.862 150.0 0.0204 2Utb 34.0 0.0 0.0 35.000 28.000 63.000 17.955 3.465 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 to H.9 0.0 4.57 0.862 150.0 0.0146 Utr 2.0 0.0 0.0 12.000 2.000 14.000 12.202 0.0 0.204 Vel = 2.51 H.9 to T.34 0.0 4.57 0.862 150.0 0.0147 Utr 2.0 0.0 0.0 4.000 2.000 6.000 12.406 0.0 0.088 Vel = 2.51 T.34 to H.3 0.0 4.57 0.862 150.0 0.0145 Utr 2.0 0.0 0.0 11.000 2.000 13.000 12.494 0.0 0.189 H.3 to T.30 0.0 4.57 0.862 150.0 0.0146 Utr 2.0 0.0 0.0 3.000 2.000 5.000 12.683 0.0 0.073 Vel = 2.51 Vel = 2.51 T.30 to T.33 2.54 7.11 0.862 150.0 0.0331 2Utb 34.0 0.0 0.0 12.000 28.000 40.000 12.756 3.465 1.322 T.33 to H.4 -2.08 5.03 0.862 150.0 0.0173 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.543 0.0 0.069 Vel = 3.91 Vel = 2.77 H.4 to H.6 0.0 5.03 0.862 150.0 0.0175 Utr 2.0 0.0 0.0 14.000 2.000 16.000 17.612 0.0 0.280 H.6 to T.35 0.0 5.03 0.862 150.0 0.0173 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.892 0.0 0.069 Vel = 2.77 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-VVilliams A-PEX Design Services Inc. JKM TOWNHOMES LOT 2 - Two Head Calculation (H.22 & H.25) Page 8 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 to H.1 -1.29 4.52 0.862 150.0 0.0143 Utr 2.0 0.0 0.0 10.000 2.000 12.000 22.405 0.0 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 Windharn N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 2 - Two Head Calculation (H.22 & H.25) 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 ****** 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 Vet = 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 to T.29 0.0 1.29 0.862 150.0 0.0012 Utr 2.0 0.0 0.0 2.000 2.000 4.000 22.502 0.0 0.005 T.29 to T.26 0.0 1.29 0.862 150.0 0.0014 Utr 2.0 0.0 0.0 6.000 2.000 8.000 22.507 0.0 0.011 0.0 1.29 Vel = 0.71 Vel = 0.71 22.518 K Factor = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5UPPLY 51"A11C p511 58 P5112UAL P51: 53 PLOW GPM: 300 n •) C• 15' OF 1-1/ 2" AQUAMX :POM 11- 75' OF 1" POLY PPOM MMP— I" mmr.) 20' OF I" COPPPP FPO TI -P 511?PPT WA CPL TO 5,1 CPL rl? 5NpVIC� b�1'AII. O HPA12 2 HA2 M05f IFIYRAULICALLY PPMOTP HPA125 HPAt2 # GPM PM550PFQ' n AT 5fl 1 H,16 17 43,78 H,22 & H,25 20 46,62 7 1st Floor 9 2d rlxr 9 third 0 LOC/).0-14 CO LLFTC'9-16 CO LLITC19-16 PELIAPLS Model LL-PFC30f FC30 Concealed Pendent Sprinkler K-5, 11F ° , ' / 8" Orifice, Maximum Spacing 14'x14' Sprinkler head demand: 10 qpm @11.11 PELIAI3LE Model LL-PFC49PFC49 Concealed Pendent Sprinkler K=4,9, 155F°, 3/ 8" Orifice, Maximum 5pacing 16'x16' Sprinkler head demand: 13 qpm @ 7,04 I;ELIA1 Lf Model 1,1-0C49FC49 Concealed Pendent Sprinkler K=4,9, 155F°, 5/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 gpm @12,05 NFA 15131AI3L7 12151-ANCE5 MOM HEA1. 50UIa5 HSA1 50UPC5 Ol t7INAP.Y TSM19 IN. INTEPMf VIM 1 -Mt: IN, 51135 OF FIPFPLACF 36" 12" FPONf OF FIPFPLACF 60" 36" WOOI2 l3UI;NING 5f0VF 42" 12" KITCHFN PANGF 18" 9" WALL OVEN 18" 9" Hai AIP FLU55 18" 9" UNINSULATI2 NEAT" I2UCT5 18" 9" UNINSULA•fEf2 Hal- WATFfz I'II'P5 12" 6" SIM OF HOf Alt; PIFFU551? 24" 12" FPON1" OF NOT' AIP PIFFU551? 36" 18" HCS" WASP HSATFI? 6" 3" FUPNACS 6" 3" OW -250W LIGHT' FIXTUM 6" 3" 250W -499W LIGHT FIX11J 12" 6" 1. NMA 13t7 CLO5�1' 5PPINKL�P P�QUIP�M�N1"5 Nf5 8.63 SPlINKLF5 SHALL NOf t3E r;SQUII:Fl2 IN CLOTHES C1 -05f5, LINN CL0505, ANP PAN11J55 THAT MFFf ALL OF TNF FOLLOWING CONPI11ON5; (I) THF AMA OF TM 5PAC5 I2055 NOT' SXCFFn 24 FP (2.2 M°) (2) 11H5 LA51" PIMFN5IQN 13055 NO1 XC5512 3 Ff ( 0,9 M) , (3) TNF WALL5 ANt7 CFILING5 ASF SIJ ACFP WITH NONCOM13U51113LF Op LIMITFP-COMr3U51113L5 MAl IAL5 AS n5FIN52 IN NFPA 220, 5fANLAP.12 ON TYM5 OF PULPING CONSTRUCT -ION. 4L•I , CLO 12,6 50, Ff SPRINKLFP I:FQUIt n N i 9'-5" CLO 25,8 SQ, Ff t 4, -0" t CLO 12SQ, Ff SPPINKLFP IMOLIIMI SPFINKLSP NOT' PFQUIPFP MUL11-PUPPO5FLOW 5WI1'CH IN51-A,LA11O\ N,f,S, 611 ALAM -ro 1.,OCK3 0\ A2155 5I2-": OF 3UI01\G I?PLIA13LP ANn 5NJU CONCALPI2 5PPINKLPP IN5fALLA11ON GUIbV POP "51ff POCK I LIAC3L5 MOMS • I?FC-30 LL • MC -49 LL 55NJU SPPINKLFp MOt2 L • PC X55 bottom of' cover plate cup q" above bottom of foist bottom of cover plate cup " below bottom of jol5t CONaALNI2 'VAMP PITTING MOUNTING t7 fAIL Y N.1,5, FPOPEX FIFE 5PINKLEP N7APIU pwrex MINIMUM 00 LN01H OF PIPE -I/ 2", MAXIMUM CUr LENGTH OP PIPE 12", FINS VSPIFY FINISHFn CFILING MA'r IAL TO I7F11;PMINS MOUNTING HFIG 1f 121MN5ION CO\ \C1-10 \5 THIS SUGGPSTPn LAYOUT 15 C3A5F-n UPON INPOPMATION PPOVInNb 13Y OTHPP5, CHANE 5 IN CON511?LC110N Of? PIPLn CON121110N5 MAY OCCUP WHICH MAY I QUIPP CNAN25LAYOUT, I1' I511- M5PON5113ILITY OF 11-E IN5TALLF f0 NO11PY APPX 12t51GN SPPVIa5 OF SUCH CHANa5, I- 211 AQUAPX MAI\ 5P1:1I \K1.�1 100? 5-I FLOW 5W11'C1-1 EI5 A55� M3�Y COLOP/ LIN�1Y L�G�N13 �LUP I :NPS- PE%Pn TO FIXTLff5 ( PATH, SHOWPP, 13LACK5PPINKLFP HtAn TO 5PPINKLFP I-IAn, I/ 2" PIPS 5IZF - I" PIM SIZl: 1-1/ 2" WIPP 51ZF G�I\�I?AL NO'�51 IF A MV IS I3FIIkG IN51'A✓I.W, NO MOk' -AN A\ 8 F5I Pt55M t2IWP Al"" 26 GPM IS IQUIrN3, A I" A1901.1.0 Of? 36NI.� 5N15 Pt?V I5 t COMMS \nib 5MINNK5Y5'M nF5IGMn 1'01'- 2013 \99A I an 51'AN2A 2 re, / aX reg xc X.4 /V,' XO C TRC 7 "i Urr'WILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit Na. 17- mnd ea drys for shut- 4 • zon approval. down or x8/0 SCID 1".29 H.2 � ) LL2}9- . SOLID CRE SELF CI OSE/ SELF 1_r TOPING 1"MIN WIDE MIN ; 1 sEP ©F 3EFR. H FC'"94 RANG 1-10 E. USE 1/2" 1 'T= ON ALL STRUCT. 1 (I) LAYEF x ON 1111RAP ,4 POSTS A D IN 1/2" TY 'E L 'FC30-'4 IIQV SD. -1ETALk�', 3-VEN INSTAL SPECS SQ. IN, _a 'C30 -V 8/0x1/0 C.N. DOOR 40" WIDE M I TV ALCO' E AE3OVE FIRi PLACE W/ MIN 12" UJIDE TV Sh-:ELF/ 'LAN I/ 411 I I—Oil 1,Lt? wC30:.l x2/0 rx EGRESS V:L ce/0x2/0 fx 6/0x4/g7 x©x© STORE DOOR gre,at, 9.Cx. WATERPROOF DECKING SLOPE TO DRAT 1/4" / FT MIN Ik'51' I/ 411-=-1I-01' PAID JUAN 20 2017 T UKWILA FIRE FIp� 5pl?INKI.Fi (073147th PI W Mukllteo, WA 98275 PH; 425-493-9680 FAX: 425-493-9717 EMAIL; sales@a-pexdesignservices com 5Aa5 PNP; /,174.1) "VA Pej ' Flow C b vc,'4t ) 4'es4- req vceii•. PF5InPN11AL FIM PI O1"C11ON 5Y51'FM TIM 11'P: 1/ 2" TO I -I / 2" AQUAPX SPPINKLPP INPOPMA110N # OF HPA125 THIS 5 -�T - 25 UP FIEAI2511.115 JOT, - 25 5T' C .'ell. -".4%)"'176 58 13 Without Comments As Noted in Red '7 Per The Attached Letter The ptins have been reviewed by The Tukwila Fire Prevvnti n Bureau for conformance with current City stan !arm. Acceptance is subject to errors and omislor 3 which do not authorize 'laiations of adopted stardarc and ordinances, The responsibility for the adec uav of des?g!- rests totally with the designer. Add :ion:, deletions o revisions to mese drawings after this iat( will void this dcceptar)ce and will require a resumi tal of revised drawings for subsequent approval. Fina acceptance is subject to field test and Inspection by The tufrwila Fire Prevention Bureau. Dat ;je L)- „ / 7 By: qtr j \ V - O \\ 0 O 0 I VI50N/ I55Ut L12.AL., r i PPOJECT #, 170614-04 COMPANY: MONAPCH PLUM13ING CONTACT: PHIL JAC01350N CONTACT PHONE #: ( 253) 770-2400 SCALP; 1/ 4" - 1' -011 1P5IGNN313Y: KA1 N 13AC313 CHPCKPn t3Y: NOAH PAKMAN V J 00