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PP - 5045 S 109TH CT - LOT 8 - PERMITS AND PLANS
5045 S 109TH CT ASSOCIATED PERMITS 17-5-126 D15-0142 44*"44 SITE LOCATION Site Address: 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.:(IJ�7 720) 0 &5 5-115 S/c CT Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes I:1- No Property Owner's Name: 1-174--- k lel l c -A Et 15 T WT Mailing Address: �� 'T c9 � ST NE- S'T C 4, `/ L4p Zij,4 qyei� City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Company Name: Mailing Address: E-mail Address: /Z?met ,-()) 1 unify O. 809e / N h i /(aefl o hip%k.r>7hirn' NICET III number: 55, 7 - QSOI _A •J Business License number: Day Telephone: <453-77vrZ$ z ste. r -)-)r) F2 WA /cf39 eG'rnCity State Zip Fax Number: �l Contractor's City of Tukwila & 5- 0997256 Total number of new/relocated devices or sprinkler heads: 2. Valuation of Project (contractor's bid price): $ 6// Scope of Work (please provide detailed information): 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. BUILD G ,. I ' ZED AGE Sign. 'r• Date: ' 'lZv/Zvi Print Name: / / Ji4 C v 6SOI' Day Telephone: i7 3` 77.4 -.Z Soo Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -pc-0/ yz l7 -s- /zG PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: t:)../._ Type of Inspection: 6N/4—/ Address: 4-� Suite #: SO Yc- S . i O g C�: Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,q*' Cer' 7' (7'1 744-61g/155 Corirry /at e Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: get.. ffiiiS? Date: OW d Hrs.: /_6 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 2 - INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit p/5--6/1-2- PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lp r Sprinklers: Fire Alarm: Hood & Duct: Type of Inspection: S (mo iC-7'Z— Address:// Suite #: 5 b 5 . / 7 G% Contact Person. Special Instructions: p-{( AL( &i— fin ✓-7 p o\/2 )(3 Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: p-{( AL( &i— fin ✓-7 p o\/2 )(3 ,I /�Jip62-r \J N �J `' L / v�- ' ` N I ' " `� t - pi,- � Vi� 1 Pr -s Goal E>1 p 3 — �-� � e� c_ sal= /,-1_,,, cv&mss Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j % Date: (IVA' Hrs.: 7 $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.IF. D. Form F.P. 113 ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1)15--014-2, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: «t1Qy) p6' Type of Inspection: Address: #: Suite #:S. Jt. (O(r-Cr Contact Person.,nki Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: «t1Qy) p6' Hood & Duct: GDV&-yi-- d1L 4,4-u,e,, # Te717,/23 ak-- ) $vim s �� , /Veeded"'l1c., �—���/30scc /4,4( 7d � �Z G.ed Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ov 4 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 8 - Two Head Calculation (H.15 & H.22) Drawing Location : 5045 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-09 Data File : 170614-09 JKM Townhomes Lot 8.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 8 Location - TUKWILA WA Building - System No. - Contractor - MONARCH PLUMBING Contract No. - 170614-09 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 Domestic Flow Added - 0 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet - 124 Feet G Note: N 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 20.0497 Summary C -Factor Used: Psi Required 42.89 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 CU CU a0 I I IJU 140 130 P 120 R 110 E 100 S 90 S 80 U 70 Cl R 60 C2 E 50 D2 40 r 30 20 10 D1 50 100 150 200 250 300 350 400 450 FLOW (NA1.85) Fittings Used Summary cuO) N f6 a0 N N 2 to C O (0 a U (0 0 -a a) a) I ) UCO C i- N O U_ E W C = U V) a) 00 XI— LU 2 a� N C C t0 �Z rn J • C N a u- < KI r (0 r r- 0 o r o —10 to O O m- e-- `7 co co U) v.) N. I, O r N (0 CO N 0 e- N U) U) CO to rre}(e) VY 0 rM(7 N to e r N N 0 0 e' NN n r O r e N e- (O r r O r U) r r r r co r M r (0 r N r U) e- N r t} r N r M 0) N Q' O > N UW>I. > ( m 2 o -00C -w 0 (J- O OC 'b 0 W C7 F- Units Summary .0 U C — •C N fa a' Q CO N C O a U u a° U) N C N C a�w0a E c o O 3 J LL a • Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) 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 57.966 20.05 42.891 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 124.0 H.9 124.0 T.31 124.0 T.30 124.0 T.37 116.0 H.7 116.0 T.32 116.0 H.3 116.0 T.29 116.0 T.27 108.0 T.28 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.22 124.0 T.43 124.0 T.41 116.0 H.20 116.0 T.39 116.0 T.36 116.0 T.33 116.0 T.34 108.0 H.2 108.0 H.25 124.0 H.24 124.0 T.44 124.0 T.45 116.0 H.23 116.0 T.42 116.0 T.40 108.0 H.18 108.0 H.17 108.0 H.11 108.0 T.35 108.0 H.1 108.0 T.26 108.0 H.21 124.0 H.16 124.0 H.14 124.0 T.38 124.0 H.8 124.0 3 3 11.11 10.0 11.49 11.73 11.88 16.2 16.4 16.49 16.72 16.76 21.04 21.47 23.75 31.19 39.91 42.89 11.22 10.05 11.44 15.93 15.97 16.5 16.56 16.73 20.74 21.16 11.57 11.76 11.88 15.93 16.03 16.21 20.7 20.77 20.82 20.9 20.94 21.01 21.03 11.88 11.88 11.88 11.88 11.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 H.12 H.19 H.13 H.5 H.10 124.0 116.0 116.0 116.0 116.0 108.0 11.88 16.2 16.21 16.53 16.74 20.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) Page 6 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.15 6.68 0.862 0.0 13.000 11.110 to 150.0 0.0 0.0 0.0 H.9 6.68 0.0295 0.0 13.000 0.384 H.9 0.0 0.862 0.0 8.000 11.494 to 150.0 0.0 0.0 0.0 T.31 6.68 0.0295 0.0 8.000 0.236 T.31 to T.30 0.0 6.68 0.862 150.0 0.0294 0.0 0.0 0.0 5.000 0.0 5.000 11.730 0.0 0.147 T.30 to T.37 0.16 6.84 0.862 150.0 0.0307 2T 15.057 0.0 0.0 22.000 5.808 27.808 11.877 3.465 0.855 T.37 to H.7 -1.06 5.78 0.862 150.0 0.0226 0.0 0.0 0.0 9.000 0.0 9.000 16.197 0.0 0.203 H.7 to T.32 0.0 5.78 0.862 150.0 0.0225 0.0 0.0 0.0 4.000 0.0 4.000 16.400 0.0 0.090 T.32 to H.3 0.0 5.78 0.862 150.0 0.0225 0.0 0.0 0.0 10.000 0.0 10.000 16.490 0.0 0.225 H.3 to T.29 0.0 5.78 0.862 150.0 0.0225 0.0 0.0 0.0 2.000 0.0 2.000 16.715 0.0 0.045 T.29 to T.27 2.02 7.8 0.862 150.0 0.0392 2T 15.057 0.0 0.0 15.000 5.808 20.808 16.760 3.465 0.816 T.27 to T.28 3.12 10.92 0.862 150.0 0.0732 T 7.528 3.000 21.041 0.0 2.904 0.0 0.0 5.904 0.432 T.28 to S.1 9.13 20.05 1.244 150.0 0.0377 T 3.443 11.000 21.473 0.0 3.443 1.732 0.0 14.443 0.545 S.1 0.0 1.244 2E 3.443 15.000 23.750 to 150.0 C 0.43 3.873 6.732 CPL 20.05 0.0377 0.0 18.873 0.712 CPL 0.0 1.049 2E 6.044 60.000 31.194 to 150.0 0.0 6.044 3.000 MTR 20.05 0.0865 0.0 66.044 5.714 MTR 0.0 1.025 E 2.7 20.000 39.908 to 150.0 T 6.75 10.800 0.0 STR 20.05 0.0969 G 1.35 30.800 2.983 0.0 20.05 42.891 H.15 3.32 0.862 0.0 14.000 11.110 to 150.0 0.0 0.0 0.0 H.22 3.32 0.0081 0.0 14.000 0.113 K Factor = 3.00 Vel = 3.67 Vel = 3.67 Vel = 3.67 Vel = 3.76 Vel = 3.18 Vel = 3.18 Vel = 3.18 Vel = 3.18 Vel = 4.29 Vel = 6.00 Vel = 5.29 * * Fixed Loss = 5 Vel = 5.29 * * Fixed Loss = 3 Vel = 7.44 Vel = 7.80 H.22 10.04 0.862 0.0 2.000 11.223 to 150.0 0.0 0.0 0.0 T.43 13.36 0.1060 0.0 2.000 0.212 K Factor = 3.06 Vel = 1.83 K Factor = 3.00 Vel = 7.34 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) 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 ****** T.43 -4.95 0.862 2T 15.057 17.000 11.435 to 150.0 0.0 5.808 3.465 T.41 8.41 0.0452 0.0 22.808 1.030 T.41 -0.11 0.862 0.0 1.000 15.930 to 150.0 0.0 0.0 0.0 H.20 8.3 0.0440 0.0 1.000 0.044 H.20 0.0 0.862 0.0 12.000 15.974 to 150.0 0.0 0.0 0.0 T.39 8.3 0.0441 0.0 12.000 0.529 T.39 -2.04 0.862 0.0 2.000 16.503 to 150.0 0.0 0.0 0.0 T.36 6.26 0.0260 0.0 2.000 0.052 T.36 2.04 0.862 0.0 4.000 16.555 to 150.0 0.0 0.0 0.0 T.33 8.3 0.0440 0.0 4.000 0.176 T.33 -2.01 0.862 2T 15.057 15.000 16.731 to 150.0 0.0 5.808 3.465 T.34 6.29 0.0263 0.0 20.808 0.548 T.34 2.84 0.862 0.0 8.000 20.744 to 150.0 0.0 0.0 0.0 H.2 9.13 0.0525 0.0 8.000 0.420 H.2 0.0 0.862 T 7.528 3.000 21.164 to 150.0 0.0 2.904 0.0 T.28 9.13 0.0523 0.0 5.904 0.309 0.0 9.13 21.473 T.43 4.95 0.862 0.0 8.000 11.435 to 150.0 0.0 0.0 0.0 H.25 4.95 0.0170 0.0 8.000 0.136 Vel = 4.62 Vel = 4.56 Vel = 4.56 Vel = 3.44 Vel = 4.56 Vel = 3.46 Vel = 5.02 Vel = 5.02 H.25 0.0 0.862 0.0 11.000 11.571 to 150.0 0.0 0.0 0.0 H.24 4.95 0.0169 0.0 11.000 0.186 H.24 0.0 0.862 0.0 7.000 11.757 to 150.0 0.0 0.0 0.0 T.44 4.95 0.0170 0.0 7.000 0.119 T.44 -0.15 0.862 2T 15.057 31.000 11.876 to 150.0 0.0 5.808 3.465 T.45 4.8 0.0160 0.0 36.808 0.589 T.45 0.11 0.862 0.0 6.000 15.930 to 150.0 0.0 0.0 0.0 H.23 4.91 0.0167 0.0 6.000 0.100 H.23 0.0 0.862 0.0 11.000 16.030 to 150.0 0.0 0.0 0.0 T.42 4.91 0.0166 0.0 11.000 0.183 T.42 1.06 0.862 2T 15.057 37.000 16.213 to 150.0 0.0 5.808 3.465 T.40 5.97 0.0239 0.0 42.808 1.023 T.40 -2.84 0.862 0.0 9.000 20.701 to 150.0 0.0 0.0 0.0 H.18 3.13 0.0072 0.0 9.000 0.065 K Factor = 1.97 Vel = 2.72 Vel = 2.72 Vel = 2.72 Vel = 2.64 Vel = 2.70 Vel = 2.70 Vel = 3.28 Vel = 1.72 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 8 - Two Head Calculation (H.15 & H.22) 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.18 0.0 0.862 0.0 8.000 20.766 to 150.0 0.0 0.0 0.0 H.17 3.13 0.0072 0.0 8.000 0.058 H.17 to H.11 0.0 3.13 0.862 150.0 0.0073 0.0 0.0 0.0 11.000 0.0 11.000 20.824 0.0 0.080 Vel = 1.72 Vel = 1.72 H.11 to T.35 0.0 3.13 0.862 150.0 0.0072 0.0 0.0 0.0 5.000 0.0 5.000 20.904 0.0 0.036 T.35 to H.1 0.0 3.13 0.862 150.0 0.0072 0.0 0.0 0.0 10.000 0.0 10.000 20.940 0.0 0.072 H.1 to T.26 0.0 3.13 0.862 150.0 0.0075 0.0 0.0 0.0 2.000 0.0 2.000 21.012 0.0 0.015 T.26 to T.27 T.44 to H.21 0.0 3.13 0.0 3.13 0.15 0.15 0.862 150.0 0.0070 0.0 0.0 0.0 2.000 0.0 2.000 21.027 0.0 0.014 0.862 150.0 0.0 0.0 0.0 0.0 2.000 0.0 2.000 Vel = 1.72 Vel = 1.72 Vel = 1.72 Vel = 1.72 21.041 K Factor = 0.68 11.876 0.0 0.0 H.21 to H.16 0.0 0.15 0.862 150.0 0.0 0.0 0.0 0.0 11.000 0.0 11.000 11.876 0.0 0.0 H.16 to H.14 0.0 0.15 0.862 150.0 0.0 0.0 0.0 0.0 6.000 0.0 6.000 11.876 0.0 0.0 H.14 to T.38 0.0 0.15 0.862 150.0 0.0002 0.0 0.0 0.0 5.000 0.0 5.000 11.876 0.0 0.001 T.38 to H.8 0.0 0.15 0.862 150.0 0.0 0.0 0.0 0.0 3.000 0.0 3.000 11.877 0.0 0.0 H.8 to H.4 0.0 0.15 0.862 150.0 0.0 0.0 0.0 0.0 10.000 0.0 10.000 11.877 0.0 0.0 H.4 to T.30 T.41 to T.45 0.0 0.15 0.0 0.15 0.11 0.11 0.862 150.0 0.0 0.0 0.0 0.0 3.000 0.0 3.000 11.877 0.0 0.0 0.862 150.0 0.0 0.0 0.0 0.0 19.000 0.0 19.000 11.877 15.930 0.0 0.0 Vel = 0.08 Vel = 0.08 Vel = 0.08 Vel = 0.08 Vel = 0.08 Vel = 0.08 Vel = 0.08 0.0 0.11 K Factor = 0.04 Vel = 0.06 15.930 K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - Two Head Calculation (H.15 & H.22) 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 ****** T.37 to H.12 1.06 1.06 0.862 150.0 0.0010 0.0 0.0 0.0 1.000 0.0 1.000 16.197 0.0 0.001 H.12 to H.19 0.0 1.06 0.862 150.0 0.0009 0.0 0.0 0.0 15.000 0.0 15.000 16.198 0.0 0.014 H.19 to T.42 T.39 to H.13 0.0 1.06 0.0 1.06 2.05 2.05 0.862 150.0 0.0010 0.0 0.0 0.0 1.000 0.0 1.000 16.212 0.0 0.001 0.862 150.0 0.0033 16.213 T 7.528 5.000 16.503 0.0 2.904 0.0 0.0 7.904 0.026 Vel = 0.58 Vel = 0.58 Vel = 0.58 H.13 to T.36 T.33 to H.5 H.5 to T.29 0.0 2.05 0.0 2.05 2.02 2.02 0.862 150.0 0.0033 T 7.528 5.000 16.529 0.0 2.904 0.0 0.0 7.904 0.026 0.862 150.0 0.0035 0.0 0.0 0.0 2.000 0.0 2.000 16.555 16.731 0.0 0.007 K Factor = 0.26 Vel = 1.13 Vel = 1.13 T.40 to H.10 0.0 2.02 0.0 2.02 2.84 2.84 0.862 150.0 0.0031 0.0 0.0 0.0 7.000 0.0 7.000 16.738 0.0 0.022 0.862 150.0 0.0062 0.0 0.0 0.0 4.000 0.0 4.000 16.760 20.701 0.0 0.025 K Factor = 0.50 Vel = 1.11 Vel = 1.11 H.10 to T.34 0.0 2.84 0.862 150.0 0.0060 0.0 0.0 0.0 3.000 0.0 3.000 20.726 0.0 0.018 K Factor = 0.49 Vel = 1.56 Vel = 1.56 0.0 2.84 20.744 K Factor = 0.62 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A.- DEs,GNSER A-PEX Design Services Inc. sales@a-pexdesignservices.corn 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) Drawing Location : 5045 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-09 Data File : 170614-09 JKM Townhomes Lot 8.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) Paget1 Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 8 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 6-14-2017 System No. - Contract No. - 170614-09 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling M Listed Flow at Start Point - 17 Listed Pres. at Start Point D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added - I Elevation at Highest Outlet - 124 G Note: N ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date - 12.03Psi 18 x 18 - 0 Gpm Gpm Gpm Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 40.75 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 Fri C O c6 V co 0 a co a) C 0 d O Ci— U 0 a)2 (i)O CI rn to a) 00 X H Li) 2 03 MO)N- o od •0 N O N p� N c0 r � oc ca n1 o-oo cu.d c0 c 0 ' -EEE E:' tEl := CD m := Cu coco 0) NN OM 03 cu000=0(I) E 0 O ODM O 1.0 10 CO `y3 y O N d tL a 3 -COCA (0.4 a) a) _ 0) Q oteu 000 0 0 N O o o o 0 o 0 U d' M N r- 0 0 0 0 0 `0 0 0 O 10 st M N 0 0 0 U) O 0 0 U) M U) 0< O z M 0 J LL O U) N 0 0 N 0 U) 0 0 O U) Fittings Used Summary 65- 0 O f0 U N 0 (6 a) C 0 c F_, N 0 •U_CO W '0 c N N 00 X I— w2 Qy r e- 0 N O '- O r to c - r to O r r 1- 0) O 1- 00 cc CO to r r cc r- r - n O r N (D (D N 0 ''Nt)U CO U) r r ' cc Cr O r r M M N to r '- NN 0 0 r'- N N n r CO r .- P, r (D r� r t n r rer r CO r cc r(p a- N r to r N r a. r N e- OWOF- Units Summary w N C U) c c rn> a)ED_ c E °)3 C O o�ua` Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) 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 40.753 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.9 124.0 T.31 124.0 T.30 124.0 T.37 116.0 H.7 116.0 T.32 116.0 H.3 116.0 T.29 116.0 T.27 108.0 T.28 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.15 124.0 H.22 124.0 T.43 124.0 T.41 116.0 H.20 116.0 T.39 116.0 T.36 116.0 T.33 116.0 T.34 108.0 H.2 108.0 H.4 124.0 H.8 124.0 T.38 124.0 H.14 124.0 H.16 124.0 H.21 124.0 T.44 124.0 T.45 116.0 H.23 116.0 T.42 116.0 T.40 108.0 H.18 108.0 H.17 108.0 H.11 108.0 T.35 108.0 H.1 108.0 T.26 108.0 H.25 124.0 4.9 12.03 17.0 12.5 12.8 17.12 17.28 17.36 17.54 17.57 21.64 21.96 24.09 31.35 38.56 40.75 12.47 12.95 13.02 17.02 17.05 17.4 17.44 17.56 21.42 21.73 12.82 12.89 12.91 12.94 12.98 13.05 13.06 17.01 17.06 17.15 21.39 21.44 21.48 21.54 21.56 21.62 21.63 13.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.24 124.0 H.12 116.0 H.19 116.0 H.13 116.0 H.5 116.0 H.10 108.0 13.05 17.12 17.15 17.42 17.56 21.41 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) Page 6 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.9 9.76 0.862 0.0 8.000 12.030 to 150.0 0.0 0.0 0.0 T.31 9.76 0.0594 0.0 8.000 0.475 T.31 0.0 0.862 0.0 5.000 12.505 to 150.0 0.0 0.0 0.0 T.30 9.76 0.0594 0.0 5.000 0.297 T.30 -2.95 0.862 2T 15.057 22.000 12.802 to 150.0 0.0 5.808 3.465 T.37 6.81 0.0306 0.0 27.808 0.850 T.37 -1.65 0.862 0.0 9.000 17.117 to 150.0 0.0 0.0 0.0 H.7 5.16 0.0182 0.0 9.000 0.164 H.7 0.0 0.862 0.0 4.000 17.281 to 150.0 0.0 0.0 0.0 T.32 5.16 0.0185 0.0 4.000 0.074 T.32 0.0 0.862 0.0 10.000 17.355 to 150.0 0.0 0.0 0.0 H.3 5.16 0.0183 0.0 10.000 0.183 H.3 0.0 0.862 0.0 2.000 17.538 to 150.0 0.0 0.0 0.0 T.29 5.16 0.0180 0.0 2.000 0.036 T.29 1.44 0.862 2T 15.057 15.000 17.574 to 150.0 0.0 5.808 3.465 T.27 6.6 0.0288 0.0 20.808 0.600 T.27 to T.28 2.66 9.26 0.862 150.0 0.0540 T 7.528 3.000 21.639 0.0 2.904 0.0 0.0 5.904 0.319 T.28 7.74 1.244 T 3.443 11.000 21.958 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 14.443 0.401 S.1 0.0 1.244 2E 3.443 15.000 24.091 to 150.0 C 0.43 3.873 6.732 CPL 17.0 0.0278 0.0 18.873 0.525 CPL 0.0 1.049 2E 6.044 60.000 31.348 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 66.044 4.208 MTR 0.0 1.025 E 2.7 20.000 38.556 to 150.0 T 6.75 10.800 0.0 STR 17.0 0.0713 G 1.35 30.800 2.197 0.0 17.00 40.753 H.9 7.24 0.862 0.0 13.000 12.030 to 150.0 0.0 0.0 0.0 H.15 7.24 0.0342 0.0 13.000 0.444 H.15 0.0 0.862 0.0 14.000 12.474 to 150.0 0.0 0.0 0.0 H.22 7.24 0.0342 0.0 14.000 0.479 H.22 0.0 0.862 0.0 2.000 12.953 to 150.0 0.0 0.0 0.0 T.43 7.24 0.0340 0.0 2.000 0.068 K Factor = 4.90 Vel = 5.37 Vel = 5.37 Vel = 3.74 Vel = 2.84 Vel = 2.84 Vel = 2.84 Vel = 2.84 Vel = 3.63 Vel = 5.09 Vel = 4.49 * * Fixed Loss = 5 Vel = 4.49 * * Fixed Loss = 3 Vel = 6.31 Vel = 6.61 K Factor = 2.66 Vel = 3.98 Vel = 3.98 Vel = 3.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) 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 ****** T.43 to T.41 -1.36 5.88 0.862 150.0 0.0233 2T 15.057 0.0 0.0 17.000 5.808 22.808 13.021 3.465 0.531 T.41 to H.20 0.84 6.72 0.862 150.0 0.0300 0.0 0.0 0.0 1.000 0.0 1.000 17.017 0.0 0.030 H.20 to T.39 0.0 6.72 0.862 150.0 0.0298 0.0 0.0 0.0 12.000 0.0 12.000 17.047 0.0 0.357 T.39 to T.36 -1.66 5.06 0.862 150.0 0.0180 0.0 0.0 0.0 2.000 0.0 2.000 17.404 0.0 0.036 T.36 to T.33 T.33 to T.34 1.66 6.72 0.862 150.0 0.0298 0.0 0.0 0.0 4.000 0.0 4.000 17.440 0.0 0.119 -1.44 5.28 0.862 150.0 0.0190 2T 15.057 0.0 0.0 15.000 5.808 20.808 17.559 3.465 0.396 T.34 to H.2 2.46 7.74 0.862 150.0 0.0388 0.0 0.0 0.0 8.000 0.0 8.000 21.420 0.0 0.310 H.2 to T.28 T.30 to H.4 0.0 7.74 0.0 7.74 2.94 2.94 0.862 150.0 0.0386 T 7.528 3.000 21.730 0.0 2.904 0.0 0.0 5.904 0.228 0.862 150.0 0.0067 0.0 0.0 0.0 3.000 0.0 3.000 21.958 12.802 0.0 0.020 Vel = 3.23 Vel = 3.69 Vel = 3.69 Vel = 2.78 Vel = 3.69 Vel = 2.90 Vel = 4.26 Vel = 4.26 H.4 to H.8 H.8 to T.38 0.0 2.94 0.862 150.0 0.0064 0.0 0.0 0.0 10.000 0.0 10.000 12.822 0.0 0.064 T.38 to H.14 H.14 to H.16 H.16 to H.21 H.21 to T.44 0.0 2.94 0.862 150.0 0.0067 0.0 0.0 0.0 3.000 0.0 3.000 12.886 0.0 0.020 0.0 2.94 0.862 150.0 0.0064 0.0 0.0 0.0 5.000 0.0 5.000 12.906 0.0 0.032 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 6.000 0.0 6.000 12.938 0.0 0.039 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 11.000 0.0 11.000 12.977 0.0 0.071 0.0 2.94 0.862 150.0 0.0065 0.0 0.0 0.0 2.000 0.0 2.000 13.048 0.0 0.013 T.44 to T.45 1.36 4.3 0.862 150.0 0.0130 2T 15.057 0.0 0.0 31.000 5.808 36.808 13.061 3.465 0.480 K Factor = 1.65 Vel = 1.62 Vel = 1.62 Vel = 1.62 Vel = 1.62 Vel = 1.62 Vel = 1.62 Vel = 1.62 Vel = 2.36 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Iliams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) 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.45 -0.84 0.862 0.0 6.000 17.006 to 150.0 0.0 0.0 0.0 H.23 3.46 0.0087 0.0 6.000 0.052 H.23 to T.42 0.0 3.46 0.862 150.0 0.0087 0.0 0.0 0.0 11.000 0.0 11.000 17.058 0.0 0.096 T.42 to T.40 1.65 5.11 0.862 150.0 0.0180 2T 15.057 0.0 0.0 37.000 5.808 42.808 17.154 3.465 0.769 T.40 to H.18 -2.45 2.66 0.862 150.0 0.0053 0.0 0.0 0.0 9.000 0.0 9.000 21.388 0.0 0.048 H.18 to H.17 0.0 2.66 0.862 150.0 0.0054 0.0 0.0 0.0 8.000 0.0 8.000 21.436 0.0 0.043 H.17 to H.11 0.0 2.66 0.862 150.0 0.0054 0.0 0.0 0.0 11.000 0.0 11.000 21.479 0.0 0.059 H.11 to T.35 0.0 2.66 0.862 150.0 0.0052 0.0 0.0 0.0 5.000 0.0 5.000 21.538 0.0 0.026 T.35 to H.1 0.0 2.66 0.862 150.0 0.0054 0.0 0.0 0.0 10.000 0.0 10.000 21.564 0.0 0.054 H.1 to T.26 0.0 2.66 0.862 150.0 0.0055 0.0 0.0 0.0 2.000 0.0 2.000 21.618 0.0 0.011 T.26 to T.27 T.43 to H.25 0.0 2.66 0.0 2.66 1.35 1.35 0.862 150.0 0.0050 0.0 0.0 0.0 2.000 0.0 2.000 21.629 0.0 0.010 0.862 150.0 0.0015 0.0 0.0 0.0 8.000 0.0 8.000 21.639 13.021 0.0 0.012 Vel = 1.90 Vel = 1.90 Vel = 2.81 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 Vel = 1.46 H.25 to H.24 0.0 1.35 0.862 150.0 0.0015 0.0 0.0 0.0 11.000 0.0 11.000 13.033 0.0 0.017 H.24 to T.44 T.45 to T.41 0.0 1.35 0.0 1.35 0.83 0.83 0.0 0.83 0.862 150.0 0.0016 0.0 0.0 0.0 7.000 0.0 7.000 13.050 0.0 0.011 0.862 150.0 0.0006 0.0 0.0 0.0 19.000 0.0 19.000 13.061 17.006 0.0 0.011 K Factor = 0.57 Vel = 0.74 Vel = 0.74 Vel = 0.74 K Factor = 0.37 Vel = 0.46 17.017 K Factor = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 8 - One Head Calculation (H.9) 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 ****** T.37 to H.12 1.65 1.65 0.862 150.0 0.0020 0.0 0.0 0.0 1.000 0.0 1.000 17.117 0.0 0.002 H.12 to H.19 0.0 1.65 0.862 150.0 0.0022 0.0 0.0 0.0 15.000 0.0 15.000 17.119 0.0 0.033 H.19 to T.42 T.39 to H.13 0.0 1.65 0.0 1.65 1.66 1.66 0.862 150.0 0.0020 0.0 0.0 0.0 1.000 0.0 1.000 17.152 0.0 0.002 0.862 150.0 0.0023 17.154 T 7.528 5.000 17.404 0.0 2.904 0.0 0.0 7.904 0.018 Vel = 0.91 Vel = 0.91 Vel = 0.91 H.13 to T.36 T.33 to H.5 0.0 1.66 0.0 1.66 1.44 1.44 0.862 150.0 0.0023 T 7.528 5.000 17.422 0.0 2.904 0.0 0.0 7.904 0.018 0.862 150.0 0.0015 0.0 0.0 0.0 2.000 0.0 2.000 17.440 17.559 0.0 0.003 K Factor = 0.40 Vel = 0.91 Vel = 0.91 H.5 to T.29 T.40 to H.10 0.0 1.44 0.0 1.44 2.46 2.46 0.862 150.0 0.0017 0.0 0.0 0.0 7.000 0.0 7.000 17.562 0.0 0.012 0.862 150.0 0.0045 0.0 0.0 0.0 4.000 0.0 4.000 17.574 21.388 0.0 0.018 K Factor = 0.40 Vel = 0.79 Vel = 0.79 H.10 to T.34 0.0 2.46 0.862 150.0 0.0047 0.0 0.0 0.0 3.000 0.0 3.000 21.406 0.0 0.014 0.0 2.46 K Factor = 0.34 Vel = 1.35 Vel = 1.35 21.420 K Factor = 0.53 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5U19[I,Y: 51RI1C P51: 58 t?F5It7UAL PSI; 53 PLOW GPM; 300 20' OF I" COPPFt? FROM Ti - 15' OF 1-1/ 2" AQUAPFX FROM 11 -IF CPL f0 5,1 60' OF I" POLY MOM THP MFTFf?- 1" M�TFt? F %EFT CPL 5NNIC131'AI, N,T,5" I HFA 2 HFA12 M05T NY2I?AULICALLY PPMOTF HFA125 HFAI2 # H"9 H"I5 & H"22 GPM PRF55Ut?P RFG2119 Ar 511eT 17 40,75 20 42,89 15t Floor 8 2nd Floor 10 third 25 TOTAL 6 0 L 'C 'CG 0- 9-18 2 �:LIA13L� Model LL -1 FC49l FC49 Concealed pendent Sprinkler <- 4 9, 155F°, 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler heat demand; 13 qpm @ 7,04 �;LIAC�L Mooel L1--PFC301?fC50 Concealed pendent Sprinkler , 3/ 8" Orifice, Maximum Spacing 141x141 Sprinkler head demano 10 gpm @ 11,11 p LIA3L; Mood LL -1 FC49l FC49 Concealed pendent Sprinkler 4,9, 155F°, 3/8" Orifice, Maximum Spacing 18'x18' Sprinkler heat cemand; 17 gpm @ 12"03 NFPA 1W 1'AI31.L 7"5 t7151 ANC5 F1WM 50UI?C5 NEAT 5OUPCF ORt71NAPY IN. M19 INTERMrIATf IfN P Sit2F OF FIf?FPLACF 36" 12" FI:ONT OF FIIMPLACF 60" 36" W00t2 BURNING 5TOVF 42" 12" KITCNFN PANG F 18" 9" WALL OVEN 18" 9" HOT Alf: FLUF5 18" 9" UNIN5ULATFI2 NEAT t7UCT5 18" 9" UNIN5ULA11 V HOT WA11;1? PIPES 12" 6" 5It7F OF Harm 12IFPU5Fp 24" 12" FRONT OF HOT Alt? 12IFFU5p 36" 18" HOT WA11;I: I-tAMI2 6" FUPNACF 6" 3" OW -250W LIGNf FIX111 6" 3" 250W -499W LIGNf FIXTL1 12" 6" T Nl IkF'A 1W 0,051" STI KL�p pQUIIV/6\1-5 NT5 8,6,3 5PPINKLFP5 SHALL NOT L3F i;FQUII?FP IN CL011-E5 CLOS fS, LINEN CLOSE T5, AN12 PANTP.I5 THAT MT ALL OP TNF FOLLOWING CONb111ON5, (I) THF AMA OF INF SPAa 12OF5 NOT FXCFFt7 24 FT' (2,2 M2) (2) INF LFA5T t21MFN51ON 120F5 NOT FXCFFf7 3 FT (0,9 M) , (3) 11-F WALL5 AN12 CFILING5 AP.F 5UI FACF17 WITH NONCOMC3U51113LF OP LIMITFt2-COM13U511t3LF MA11;piA1.5 A512V1102 IN NFPA 220, STANPAp17 ON 1"1'F5 OF PULING CON511?UC110N, t CLO 12,6 5Q, FT • 9" -el" i CLO 25,8 5Q, FT 4 t 4"-0"" t CLO 12 5Q, FT 5PINKLFt; MOURN? SPPINKLFi I:FQUIt;Ft2 5F1 INKLFp NOT PFQUIPFt2 MU1,11-PUF PO5FLOW 5W1'CH 11k51'ALLA11ON N,T,S, 6'1 AMAIN 3L1. fO i 1 QCA'i O\ A2t2 55 5I2. OF 3 I12I \G PFLIA13LF ANP SFNJU CONCFALPI7 5PRINKLFR INSTALLA110N GUIt2F FOR 2" SHIFT POCK N,T,5, I FLIAI3LF MObFL5 • MFC -301.1. • MC -49 LL SFNJU SPpINKLFf: MOPFL • rC1M5 4111111111. bottom of' cover plate cup " above bottom of joist 1M/ bottom of cover plate cup " below bottom of Joi5t hJKWILA FIRE DEPARTMENT ?lease coil 206-575-07 and give thisFire Permit No. and exact address for shut- down or restoration approval. CONCAa12 ABA°t1? PITTING MOUNTING 17�1'All. PPOPM via MINIMUM CUT I.eNGTN OF :In 3-I/ 2", MAXIMUM CUT ILPNOTH OP PIPE: 12", FIFLt7 M1FY FINI5HF7 CEILING MAtkiAL 1017FTFi;MINF MOUN11NG HEIGHT I21MFN51ON THI5 5UGGF51W LAYOUT 15 I3A5F12 UPON INFOPMA110N PPOVI12F17 C3Y OTHFPS, CHAN25 IN CON511?UC110N OP PIFLb CONI91110N5 MAY OCCUf? WHICH MAY Main CHAN, 51'011-F LAYOUT" I1' 15 Ti -E kF5PON51F3II,ITY OF Tit IN51'ALLFI', TO NOTIFY APPX t2F51GN 5F.I?VICFS OF 5LCH CHANC 5" 5-1 FLOW 5WI1'C1--1 I5N?. A55M%Y COLOk/ LIN�11'�� L�G�Nt2 PI -UE LIN[ 5- FFFt 1'0 FIXTPFS ( BATH, 5HOW P, FfC,) 131 -ACK LINF5- 5PPINKLFp HPAI2 TO 5PINKI.FP I-EAt7" 1/ 2" PIPF SIZP i - I" PIPF 51ZF Ir,` 1 1/ 2" PIF 5IZF \01h5 IF A PPV15 3ING 11\5-1A-1.2, NO MOPS -A\ A\ 8 P5I 171WP Al- 26 GPM 15 PWUIPn, A 1" I AP01.1.0 0� 61-11.F 5NPI5 PPV 15 I COMMNnn, 5PPINKE.P 5Y5'M 13 51GW 1-01'- 2013 \FPA 13n 51-A\2M2 4 revo4 . Flow C 4:,4,--tA-) revA . ER PITH 10' 0" C 5/0xa/0 etc 5G PERA tx RAE X30-A- C30 ON SLG LL1TC49-16 X DANCE u/ H00D E.F. 12 'C30 -V 4 " E ) E A U RIO AO a 0C30- -- -- USE 1/2" T L.."X". GLUE3 ON ALL W, M AND UILJ 5TRUCTUR� L5. IL EI/F' ' YPE " ON CE .INGS. WRAF ALL -EXPOSED LLI?'C49 LLp=C30-I4 H,20 .lkC30-I4 SLOPE AF AGE SLAE3 TOWARf 5 \ _HICLE DR ,TAL FIRE I LACE /ENT THROUGH RC'�F 45" WI1 I ABOVE MIN 12"U POVIC UI SIDE: AIR // MN TV ALCC I. REPLACE W/ E TV SHELF I' . NTE LLpFC0-14 5/0x1 /0 DOOR 4/0x2/0 fx 4/0x4/6 xc> molded 6/®x2/0 rx 6/0x4/6 x©x© WATERPROOF DECKING 5LCPEt TO DRN 1/4"/ MIN MD .!!_lett 2 0 2011 KWILA DESI 1 I�� 5PPINK.P 1073147th PI W Mukllteo, WA 98275 PH: 425-49-9680 FAX: 425-493-9717 EMAIL: sales@a-pexdesicnservices,com 5ALF5 I?FP: PF5112FN11AL PIPE PP01FC 5Y5TFM 1U13F 111'F: 1/ 2" TO I-1/ 2" AQUAPFX 5PRINKLFR INPOP.MA11ON # OF HFA125 THIS 5HFFT - 25 4 -.6* --1-57412-541464.,,164.-- 25 5TA11C PRF55UI F 15- 58 f1," • Without Comments As Noted in Red D Per The Attached Letter These plans have been reviewed by The Tukwila Fir( Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopt standards and ordinances. The responsibility for the adequacy of design r esLs totally with the designer. Additions, deletions 1 r visions to these drawings of this date will void this.; cceptance and will require a resubmittal of revised drawings for subsequent apprc Final acceptance i{, wuojeci. to field test and inspection The Tukwila Fire Prevention Bureau. Date: 7-( 7-( 7 By:, ,)-1J d er PPFLIM, & CONSf" 6-14-2017 2 4 N PFVI50N/ 15511 nAT� r ---s PPOJFCT #: 170614-09 COMPANY: MONARCH PLUMPING CONTACT, PHIL JACOI350N CONTACT PHONE #: ( 253) 770-2400 SCALF: 1/ 4" = 11-0" t7F516NFt2 t3Y KA1?FN PAPP CHFCKFn 13Y, NOAH PAKMAN 00 J