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HomeMy WebLinkAboutPP - 5025 S 109TH CT - LOT 6 - PERMITS AND PLANS5025 S 109TH CT ASSOCIATED PERMITS 17-5-129 D15-0140 4,44ti"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. **PLEASE PRINT** King Co. Assessor's Tax No.: £D 7V /6)116 Site Address: . ? O 2. s /9" C% Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: 7it0/4-4 60X7 -- 1-1-C Mailing Address: 7677 c 2 / 9 ST NC 4'u/!E C A �,/ p 1 hp 1414 q 3 City / State Zip CONTACT PERSON -if there are questions about the submittal. Name: Ph1i 0A 44 ) Company Name: /644,204 /Gib/r7`� �J Day Telephone: 455-777-z0.)0 Mailing Address: 0 • 1 0 MO/ CC h / . 1 4 g3/ 6 _, City State Zip E-mail Address: 1Q Q/�QrGhl.Cl�7�Y t_ -p r Fax Number: /109 517- CSO r usiness Liscense nseity nf umber: Bus. -C-17 7(1-)60 Total NICET III number: 8� Business License number: C) Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Cl/f7 / Scope of Work (please provide detailed information):.)'7S, // /3,0 r�C� i i' 14 V SI `i 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 T BUIL ING : Uri ORI E Signat Print Name: Plan Permit App.doc Day Telephone: Date: c74/00/ .Oi 2 (233-77G,-2 o–Z) 8/22/14 TFD FP Form 8 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1D1 S --Df q0 /7-3-IZ1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: /4271 _.,5K Typeof Ins ection: Address:Contact Suite #: 502S— S /01 tita, Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: #091/ Co „ems, Cd.61 — rn-s Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: --.3 Date: j /$ 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: to,r_ / Type of Inspection: Address:Contact Suite#: 45-02,5--45-02,5--/ 5. l drC Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: I/MA/JO--¶ I el ) Occupancy Type: -6 4-c--- F/ /? ✓9— /6`f /Lo-Yb4) ov`P fie-yr/avec' Si'l eL-6-- /1-6 44 --- Ce-libn-S -- tht0 BLo&r pr2z S 12 7r1 z --td re-___ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: ///t Mrs.: [ , $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 0L4-_6 _ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lam- Sprinklers: Fire Alarm: Type of Inspection: Sere la k— Address: Suite #: 5. /0M Contact Perso -t C Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Pito P25 ek- Or,v ere._ spR-r4"i6, /1- 7--e?.J7-7,,J6? JA— V 7` ,es?- ;, s - . - d� � �� a 'o f_ec w5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector: r74 i Date: Wp'ii2 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. salescga-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) Drawing Location : 5025 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-08 Data File : 170614-08 JKM Townhomes Lot 6.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 6 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. - 170614-08 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R (X)NFPA 13D ( )4 ( ) Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 124 G Note: N Gpm Gpm Feet (X) Wet System Type ( ) 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 44.81 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 V N a) a) ao IT) 2 C O V co 0 co aa) N C 0 c co _r coo cov WO C rnI 0 W Q� 3y—E (pave CLL.O.womC0 >417,5 0 °'ns w co co ,n al -NN OM M (0000=0(q a) 0 0 It) t M 0 00 e� 0 0)0 00 0 0 0 0 0 0 0 a W Cr) D Q W Windham N.H. USA 03087 • • • • • • . C • 'C C 14 r7 CCQ 0 M 0 . , ' . . •0 U) N 0 N 0 o • . • . Av..................................................... ,.... .............. ........,� �...... , _ .__�.. • 0 0 It) t M 0 00 e� 0 0)0 00 0 0 0 0 0 0 0 a W Cr) D Q W Windham N.H. USA 03087 Fittings Used Summary U) 2 o 0 as U a) C 0 V co C�... •�co Ew c°O c= rna) a C)O Xl- wg 11. n 4) vE cm 2Z CAO c � IL 1 C00s-'-00 01-G s -101.-e-00 (00- 0 W .-MNNO0 N o .- N (0 (0 0 0 ALV 101000 s - v- VM00 0 V O s-.-MMOO s- N N s - O0 E as N N O O 'O sC ,or -,00 1- .-I. .-.0--00 O Ce .- (0,e-00 C ON 1 I s -Vs- D.N--N d W s-wn-WCAV 21 ii Eg.-N�10..-N o c a U r-N—er-N O N N (r} C '-N.-M - N.LLLDa 0 Sa) cc MoE 7 C m a m m M a• l 2 S Si C9 0) ! u owc -55 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) 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 44.815 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.15 124.0 H.23 124.0 T.45 124.0 T.44 116.0 H.24 116.0 T.43 116.0 H.17 116.0 T.39 116.0 T.28 108.0 T.27 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.8 124.0 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.16 124.0 T.41 124.0 T.38 116.0 H.5 116.0 T.31 124.0 H.9 124.0 H.21 116.0 H.14 116.0 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.37 108.0 H.1 108.0 H.10 116.0 H.11 108.0 4.9 12.03 17.0 12.88 13.56 18.11 18.16 18.38 18.54 18.77 23.19 23.97 26.02 33.28 42.4 44.82 12.69 12.97 13.58 13.82 18.43 18.49 23.04 13.62 13.7 13.77 13.84 13.92 18.11 18.31 13.85 13.89 18.11 18.11 18.11 18.11 18.11 18.49 18.72 18.78 22.96 23.11 18.78 22.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 -A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.18 108.0 H.20 108.0 H.13 108.0 T.36 108.0 H.2 108.0 T.29 108.0 22.98 23.0 23.01 23.02 23.03 23.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams -A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) 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 8.39 0.862 Utr 2.0 17.000 12.030 to 150.0 0.0 2.000 0.0 H.23 8.39 0.0449 0.0 19.000 0.853 H.23 to T.45 0.0 8.39 0.862 150.0 0.0449 Utr 2.0 0.0 0.0 13.000 2.000 15.000 12.883 0.0 0.673 T.45 to T.44 -3.16 5.23 0.862 150.0 0.0187 2Utb 34.0 0.0 0.0 30.000 28.000 58.000 13.556 3.465 1.086 T.44 to H.24 -0.25 4.98 0.862 150.0 0.0170 0.0 0.0 0.0 3.000 0.0 3.000 18.107 0.0 0.051 H.24 to T.43 0.0 4.98 0.862 150.0 0.0172 Utr 2.0 0.0 0.0 11.000 2.000 13.000 18.158 0.0 0.223 T.43 to H.17 0.0 4.98 0.862 150.0 0.0171 Utr 2.0 0.0 0.0 7.000 2.000 9.000 18.381 0.0 0.154 H.17 to T.39 0.0 4.98 0.862 150.0 0.0171 Utr 2.0 0.0 0.0 12.000 2.000 14.000 18.535 0.0 0.240 T.39 -0.32 0.862 2Utb 34.0 35.000 18.775 to 150.0 0.0 28.000 3.465 T.28 4.66 0.0151 0.0 63.000 0.953 T.28 3.80 0.862 Utr 2.0 1.000 23.193 to 150.0 Utb 17.0 16.000 0.0 T.27 8.46 0.0456 0.0 17.000 0.776 T.27 8.54 1.244 T 3.443 8.000 23.969 to 150.0 0.0 3.443 1.732 S.1 17.0 0.0278 0.0 11.443 0.318 S.1 0.0 1.244 2E 3.443 15.000 26.019 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 90.000 33.276 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 96.044 6.120 MTR 0.0 0.995 E 2.336 20.000 42.396 to 150.0 T 5.841 9.345 0.0 STR 17.0 0.0824 G 1.168 29.345 2.419 0.0 17.00 44.815 H.15 8.61 0.862 Utr 2.0 12.000 12.030 to 150.0 0.0 2.000 0.0 H.8 8.61 0.0471 0.0 14.000 0.660 K Factor = 4.90 Vel = 4.61 Vel = 4.61 Vel = 2.88 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.74 Vel = 2.56 Vel = 4.65 Vel = 4.49 * * Fixed Loss = 5 Vel = 4.49 * * Fixed Loss = 3 Vel = 6.31 Vel = 7.01 H.8 0.0 0.862 Utr 2.0 4.000 12.690 to 150.0 0.0 2.000 0.0 T.34 8.61 0.0470 0.0 6.000 0.282 T.34 0.0 0.862 Utr 2.0 11.000 12.972 to 150.0 0.0 2.000 0.0 H.3 8.61 0.0472 0.0 13.000 0.613 K Factor = 2.54 Vel = 4.73 Vel = 4.73 Vel = 4.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams -A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) Page 7 Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.3 to T.30 0.0 8.61 0.862 150.0 0.0470 Utr 2.0 0.0 0.0 3.000 2.000 5.000 13.585 0.0 0.235 T.30 to T.33 -2.03 6.58 0.862 150.0 0.0286 2Utb 34.0 0.0 0.0 12.000 28.000 40.000 13.820 3.465 1.145 T.33 to T.32 -4.55 2.03 0.862 150.0 0.0033 Utr 2.0 Utb 17.0 0.0 3.000 16.000 19.000 18.430 0.0 0.062 T.32 to T.26 T.26 to T.27 5.44 7.47 0.862 150.0 0.0362 Utr 2.0 Utb 17.0 0.0 14.000 16.000 30.000 18.492 3.465 1.086 T.45 to H.25 1.06 8.53 0.0 8.53 3.16 3.16 0.862 150.0 0.0463 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 23.043 0.0 0.926 0.862 150.0 0.0074 0.0 0.0 0.0 8.000 0.0 8.000 23.969 13.556 0.0 0.059 Vel = 4.73 Vel = 3.62 Vel = 1.12 Vel = 4.11 Vel = 4.69 H.25 to H.22 H.22 to H.19 0.0 3.16 0.862 150.0 0.0073 Utr 2.0 0.0 0.0 10.000 2.000 12.000 13.615 0.0 0.088 0.0 3.16 0.862 150.0 0.0074 Utr 2.0 0.0 0.0 7.000 2.000 9.000 13.703 0.0 0.067 H.19 to H.16 0.0 3.16 0.862 150.0 0.0073 Utr 2.0 0.0 0.0 8.000 2.000 10.000 13.770 0.0 0.073 H.16 to T.41 0.0 3.16 0.862 150.0 0.0074 Utr 2.0 0.0 0.0 9.000 2.000 11.000 13.843 0.0 0.081 T.41 to T.38 2.03 5.19 0.862 150.0 0.0185 2Utb 34.0 0.0 0.0 11.000 28.000 39.000 13.924 3.465 0.721 T.38 to H.5 0.25 5.44 0.862 150.0 0.0201 Utr 2.0 0.0 0.0 8.000 2.000 10.000 18.110 0.0 0.201 H.5 to T.32 T.30 to T.31 T.31 to H.9 0.0 5.44 0.0 5.44 2.03 2.03 0.862 150.0 0.0201 Utr 2.0 0.0 0.0 7.000 2.000 9.000 18.311 0.0 0.181 0.862 150.0 0.0033 Utr 2.0 0.0 0.0 7.000 2.000 9.000 18.492 13.820 0.0 0.030 K Factor = 1.74 Vel = 1.74 Vel = 1.74 Vel = 1.74 Vel = 1.74 Vel = 1.74 Vel = 2.85 Vel = 2.99 Vel = 2.99 0.0 2.03 0.862 150.0 0.0032 Utr 2.0 0.0 0.0 11.000 2.000 13.000 13.850 0.0 0.042 K Factor = 1.27 Vel = 1.12 Vel = 1.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams ;A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) 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 ****** H.9 0.0 0.862 Utr 2.0 8.000 13.892 to 150.0 0.0 2.000 0.0 T.41 2.03 0.0032 0.0 10.000 0.032 0.0 2.03 13.924 T.44 0.24 0.862 Utr 2.0 16.000 18.107 to 150.0 0.0 2.000 0.0 H.21 0.24 0.0001 0.0 18.000 0.001 Vel = 1.12 H.21 0.0 0.862 Utr 2.0 12.000 18.108 to 150.0 0.0 2.000 0.0 H.14 0.24 0.0001 0.0 14.000 0.001 H.14 0.0 0.862 Utr 2.0 6.000 18.109 to 150.0 0.0 2.000 0.0 T.42 0.24 0.0 0.0 8.000 0.0 T.42 -0.10 0.862 Utb 17.0 2.000 18.109 to 150.0 0.0 14.000 0.0 T.40 0.14 0.0001 0.0 16.000 0.001 T.40 0.10 0.862 Utr 2.0 1.000 18.110 to 150.0 0.0 2.000 0.0 T.38 0.24 0.0 0.0 3.000 0.0 0.0 0.24 18.110 T.42 0.11 0.862 Utr 2.0 4.000 18.109 to 150.0 0.0 2.000 0.0 H.12 0.11 0.0 0.0 6.000 0.0 K Factor = 0.54 Vel = 0.13 Vel = 0.13 Vel = 0.13 Vel = 0.08 Vel = 0.13 H.12 0.0 0.862 Utb 17.0 4.000 18.109 to 150.0 Utr 2.0 16.000 0.0 T.40 0.11 0.0 0.0 20.000 0.001 0.0 0.11 18.110 T.33 4.54 0.862 Utr 2.0 2.000 18.430 to 150.0 0.0 2.000 0.0 H.4 4.54 0.0145 0.0 4.000 0.058 K Factor = 0.06 Vel = 0.06 Vel = 0.06 H.4 0.0 0.862 Utr 2.0 14.000 18.488 to 150.0 0.0 2.000 0.0 H.6 4.54 0.0144 0.0 16.000 0.231 H.6 0.0 0.862 Utr 2.0 2.000 18.719 to 150.0 0.0 2.000 0.0 T.35 4.54 0.0145 0.0 4.000 0.058 T.35 0.33 0.862 2Utb 34.0 16.000 18.777 to 150.0 0.0 28.000 3.465 T.37 4.87 0.0164 0.0 44.000 0.722 T.37 -1.06 0.862 Utr 2.0 12.000 22.964 to 150.0 0.0 2.000 0.0 H.1 3.81 0.0104 0.0 14.000 0.146 H.1 0.0 0.862 Utr 2.0 6.000 23.110 to 150.0 0.0 2.000 0.0 T.28 3.81 0.0104 0.0 8.000 0.083 K Factor = 0.03 Vel = 2.50 Vel = 2.50 Vel = 2.50 Vel = 2.68 Vel = 2.09 Vel = 2.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • • Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - One Head Calculation (H.15) 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 3.81 23.193 K Factor = 0.79 T.39 0.32 0.862 Utr 2.0 3.000 18.775 to 150.0 0.0 2.000 0.0 H.10 0.32 0.0002 0.0 5.000 0.001 Vel = 0.18 H.10 0.0 0.862 Utr 2.0 9.000 18.776 to 150.0 0.0 2.000 0.0 T.35 0.32 0.0001 0.0 11.000 0.001 Vel = 0.18 0.0 0.32 18.777 K Factor = 0.07 T.37 1.06 0.862 Utr 2.0 3.000 22.964 to 150.0 0.0 2.000 0.0 H.11 1.06 0.0010 0.0 5.000 0.005 Vel = 0.58 H.11 0.0 0.862 Utr 2.0 11.000 22.969 to 150.0 0.0 2.000 0.0 H.18 1.06 0.0010 0.0 13.000 0.013 Vel = 0.58 H.18 0.0 0.862 0.0 14.000 22.982 to 150.0 0.0 0.0 0.0 H.20 1.06 0.0010 0.0 14.000 0.014 Vel = 0.58 H.20 0.0 0.862 Utr 2.0 12.000 22.996 to 150.0 0.0 2.000 0.0 H.13 1.06 0.0009 0.0 14.000 0.013 Vel = 0.58 H.13 0.0 0.862 Utr 2.0 8.000 23.009 to 150.0 0.0 2.000 0.0 T.36 1.06 0.0010 0.0 10.000 0.010 Vel = 0.58 T.36 0.0 0.862 Utr 2.0 10.000 23.019 to 150.0 0.0 2.000 0.0 H.2 1.06 0.0010 0.0 12.000 0.012 Vel = 0.58 H.2 0.0 0.862 Utr 2.0 2.000 23.031 to 150.0 0.0 2.000 0.0 T.29 1.06 0.0010 0.0 4.000 0.004 Vel = 0.58 T.29 0.0 0.862 Utr 2.0 6.000 23.035 to 150.0 0.0 2.000 0.0 T.26 1.06 0.0010 0.0 8.000 0.008 Vel = 0.58 0.0 1.06 23.043 K Factor = 0.22 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 6 - Two Head Calculation (H.22 & H.25) Drawing Location : 5025 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-08 Data File : 170614-08 JKM Townhomes Lot 6.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 -A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 6 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 6 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-08 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 - 10 Listed Pres. at Start Point - 11.11Psi D E S I G N MAXIMUM LISTED SPACING 14 x 14 Domestic Flow Added - 0 Additional Flow Added - Elevation at Highest Outlet - 124 Note: Gpm Gpm Gpm 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 2 N N 2 c 0 COtrj V N U -13 Ca a) dap C � O nu i 00 c= CZ H Op X f" W2 c Y Q-' ms �E 13 0 ctia cO c w EEEE14 mmomom _• >s>+u mc W(I)U)lngala� 'c -NN OM W m000IOV) E a) O 0 WMOWWM 3 CO 70 Waa CL a,° 2 2 co.5a a) ,untrt m i l My-NN C) N V 0 0 • el•0 N — 0 0 00 0 0 0 0 0 0 0 WOO W 0 0 0 0 a 1• O O O M 0 N 0 0 N U) O O O Fittings Used Summary r M N raDrrOO r '—an—v-00 WON— ,—V4-000 )Or'— ' 0)OO 0 r '—' a 0)00 U) rr)IIOO r- 0 '—NN((0(0OO r(V U)UO()OO W U) 1-1—V1100 V 0 '—— M M O O N U) r.— N N 0 0 0 0 r r N N O 0 r� r a0 r r 0 0 U) rr`rrOO N r (O r r 0 0 ON r U) r r r N rMr(O W � ‘—N. -101— N '—N r M N r Computer Programs by Hydratec Inc. Route 111 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - 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 47.912 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.22 124.0 H.19 124.0 H.16 124.0 T.41 124.0 T.38 116.0 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.17 116.0 T.39 116.0 T.28 108.0 H.23 124.0 H.15 124.0 H.8 124.0 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.37 108.0 H.1 108.0 H.9 124.0 T.31 124.0 H.21 116.0 H.14 116.0 T.42 116.0 T.40 116.0 H.12 116.0 H.10 116.0 H.11 108.0 3 3 11.11 10.0 11.55 12.03 12.57 17.0 17.31 17.58 22.51 23.76 25.92 33.36 44.64 47.91 11.13 10.01 11.74 16.98 17.06 17.38 17.6 17.95 22.71 11.95 12.21 12.41 12.49 12.67 12.74 17.52 17.6 17.89 17.96 22.4 22.6 12.62 12.69 16.99 17.0 17.0 17.0 17.0 17.95 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 6 - 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.13 H.20 H.13 T.36 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.43 22.44 22.46 22.48 22.49 22.5 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams -A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - Two Head Calculation (H.22 & H.25) 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.22 8.76 0.862 Utr 2.0 7.000 11.110 K Factor = 3.00 to 150.0 0.0 2.000 0.0 H.19 8.76 0.0487 0.0 9.000 0.438 Vel = 4.82 H.19 to H.16 0.0 8.76 0.862 150.0 0.0486 Utr 2.0 0.0 0.0 8.000 2.000 10.000 11.548 0.0 0.486 H.16 to T.41 0.0 8.76 0.862 150.0 0.0485 Utr 2.0 0.0 0.0 9.000 2.000 11.000 12.034 0.0 0.534 T.41 to T.38 -2.66 6.1 0.862 150.0 0.0249 2Utb 34.0 0.0 0.0 11.000 28.000 39.000 12.568 3.465 0.970 T.38 to H.5 0.70 6.8 0.862 150.0 0.0305 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.003 0.0 0.305 H.5 0.0 0.862 Utr 2.0 7.000 17.308 to 150.0 0.0 2.000 0.0 T.32 6.8 0.0304 0.0 9.000 0.274 T.32 1.97 0.862 Utr 2.0 14.000 17.582 to 150.0 Utb 17.0 16.000 3.465 T.26 8.77 0.0488 0.0 30.000 1.463 T.26 1.27 0.862 Utb 17.0 4.000 22.510 to 150.0 Utr 2.0 16.000 0.0 T.27 10.04 0.0626 0.0 20.000 1.251 T.27 9.97 1.244 T 3.443 8.000 23.761 to 150.0 0.0 3.443 1.732 S.1 20.01 0.0377 0.0 11.443 0.431 S.1 0.0 1.244 2E 3.443 15.000 25.924 to 150.0 C 0.43 3.873 6.732 CPL 20.01 0.0376 0.0 18.873 0.709 CPL 0.0 1.049 2E 6.044 90.000 33.365 to 150.0 0.0 6.044 3.000 MTR 20.01 0.0862 0.0 96.044 8.276 MTR 0.0 0.995 E 2.336 20.000 44.641 to 150.0 T 5.841 9.345 0.0 STR 20.01 0.1115 G 1.168 29.345 3.271 0.0 20.01 47.912 H.22 1.24 0.862 Utr 2.0 10.000 11.110 to 150.0 0.0 2.000 0.0 H.25 1.24 0.0013 0.0 12.000 0.016 Vel = 4.82 Vel = 4.82 Vel = 3.35 Vel = 3.74 Vel = 3.74 Vel = 4.82 Vel = 5.52 Vel = 5.28 **Fixed Loss = 5 Vel = 5.28 * * Fixed Loss = 3 Vel = 7.43 Vel = 8.26 H.25 10.01 0.862 0.0 8.000 11.126 to 150.0 0.0 0.0 0.0 T.45 11.25 0.0772 0.0 8.000 0.618 T.45 -4.44 0.862 2Utb 34.0 30.000 11.744 to 150.0 0.0 28.000 3.465 T.44 6.81 0.0305 0.0 58.000 1.771 T.44 -0.71 0.862 0.0 3.000 16.980 to 150.0 0.0 0.0 0.0 H.24 6.1 0.0250 0.0 3.000 0.075 K Factor = 2.89 Vel = 0.68 K Factor = 3.00 Vel = 6.18 Vel = 3.74 Vel = 3.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - Two Head Calculation (H.22 & H.25) Page 7 Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** H.24 0.0 0.862 Utr 2.0 11.000 17.055 to 150.0 0.0 2.000 0.0 T.43 6.1 0.0249 0.0 13.000 0.324 T.43 to H.17 0.0 6.1 0.862 150.0 0.0250 Utr 2.0 0.0 0.0 7.000 2.000 9.000 17.379 0.0 0.225 H.17 to T.39 0.0 6.1 0.862 150.0 0.0249 Utr 2.0 0.0 0.0 12.000 2.000 14.000 17.604 0.0 0.348 T.39 to T.28 -0.60 5.5 0.862 150.0 0.0205 2Utb 34.0 0.0 0.0 35.000 28.000 63.000 17.952 3.465 1.294 T.28 to T.27 T.45 to H.23 4.47 9.97 0.0 9.97 4.44 4.44 0.862 150.0 0.0618 Utr 2.0 Utb 17.0 0.0 1.000 16.000 17.000 22.711 0.0 1.050 0.862 150.0 0.0139 Utr 2.0 0.0 0.0 13.000 2.000 15.000 23.761 11.744 0.0 0.208 Vel = 3.35 Vel = 3.35 Vel = 3.35 Vel = 3.02 Vel = 5.48 H.23 to H.15 0.0 4.44 0.862 150.0 0.0138 Utr 2.0 0.0 0.0 17.000 2.000 19.000 11.952 0.0 0.262 H.15 to H.8 0.0 4.44 0.862 150.0 0.0139 Utr 2.0 0.0 0.0 12.000 2.000 14.000 12.214 0.0 0.194 H.8 to T.34 0.0 4.44 0.862 150.0 0.0138 Utr 2.0 0.0 0.0 4.000 2.000 6.000 12.408 0.0 0.083 T.34 to H.3 0.0 4.44 0.862 150.0 0.0138 Utr 2.0 0.0 0.0 11.000 2.000 13.000 12.491 0.0 0.180 H.3 to T.30 0.0 4.44 0.862 150.0 0.0138 Utr 2.0 0.0 0.0 3.000 2.000 5.000 12.671 0.0 0.069 T.30 to T.33 2.66 7.1 0.862 150.0 0.0330 2Utb 34.0 0.0 0.0 12.000 28.000 40.000 12.740 3.465 1.319 T.33 to H.4 -1.97 5.13 0.862 150.0 0.0180 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.524 0.0 0.072 H.4 to H.6 0.0 5.13 0.862 150.0 0.0181 Utr 2.0 0.0 0.0 14.000 2.000 16.000 17.596 0.0 0.290 H.6 to T.35 0.0 5.13 0.862 150.0 0.0180 Utr 2.0 0.0 0.0 2.000 2.000 4.000 17.886 0.0 0.072 T.35 to T.37 0.61 5.74 0.862 150.0 0.0222 2Utb 34.0 0.0 0.0 16.000 28.000 44.000 17.958 3.465 0.979 K Factor = 2.05 Vel = 2.44 Vel = 2.44 Vel = 2.44 Vel = 2.44 Vel = 2.44 Vel = 2.44 Vel = 3.90 Vel = 2.82 Vel = 2.82 Vel = 2.82 Vel = 3.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams • A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - Two Head Calculation (H.22 & H.25) Page 8 Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** T.37 to H.1 -1.27 4.47 0.862 150.0 0.0140 Utr 2.0 0.0 0.0 12.000 2.000 14.000 22.402 0.0 0.196 H.1 to T.28 T.41 to H.9 H.9 to T.31 T.31 to T.30 0.0 4.47 0.0 4.47 2.66 2.66 0.862 150.0 0.0141 Utr 2.0 0.0 0.0 6.000 2.000 8.000 22.598 0.0 0.113 0.862 150.0 0.0054 Utr 2.0 0.0 0.0 8.000 2.000 10.000 22.711 12.568 0.0 0.054 Vel = 2.46 Vel = 2.46 0.0 2.66 0.862 150.0 0.0054 Utr 2.0 0.0 0.0 11.000 2.000 13.000 12.622 0.0 0.070 T.44 to H.21 0.0 2.66 0.0 2.66 0.71 0.71 0.862 150.0 0.0053 Utr 2.0 0.0 0.0 7.000 2.000 9.000 12.692 0.0 0.048 0.862 150.0 0.0005 Utr 2.0 0.0 0.0 16.000 2.000 18.000 12.740 16.980 0.0 0.009 K Factor = 0.94 Vel = 1.46 Vel = 1.46 Vel = 1.46 H.21 to H.14 0.0 0.71 0.862 150.0 0.0004 Utr 2.0 0.0 0.0 12.000 2.000 14.000 16.989 0.0 0.006 H.14 to T.42 0.0 0.71 0.862 150.0 0.0005 Utr 2.0 0.0 0.0 6.000 2.000 8.000 16.995 0.0 0.004 T.42 to T.40 -0.31 0.4 0.862 150.0 0.0002 Utb 17.0 0.0 0.0 2.000 14.000 16.000 16.999 0.0 0.003 T.40 to T.38 T.42 to H.12 0.31 0.71 0.0 0.71 0.31 0.31 0.862 150.0 0.0003 Utr 2.0 0.0 0.0 1.000 2.000 3.000 17.002 0.0 0.001 0.862 150.0 0.0002 Utr 2.0 0.0 0.0 4.000 2.000 6.000 17.003 16.999 0.0 0.001 K Factor = 0.75 Vel = 0.39 Vel = 0.39 Vel = 0.39 Vel = 0.22 Vel = 0.39 H.12 to T.40 T.33 to T.32 0.0 0.31 0.0 0.31 1.97 1.97 0.862 150.0 0.0001 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 17.000 0.0 0.002 0.862 150.0 0.0031 Utr 2.0 Utb 17.0 0.0 3.000 16.000 19.000 17.002 17.524 0.0 0.058 K Factor = 0.17 Vel = 0.17 Vel = 0.17 0.0 K Factor = 0.08 Vel = 1.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 6 - 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 ****** 1.97 17.582 K Factor = 0.47 T.39 0.61 0.862 Utr 2.0 3.000 17.952 to 150.0 0.0 2.000 0.0 H.10 0.61 0.0004 0.0 5.000 0.002 Vel = 0.34 H.10 0.0 0.862 Utr 2.0 9.000 17.954 to 150.0 0.0 2.000 0.0 T.35 0.61 0.0004 0.0 11.000 0.004 Vel = 0.34 0.0 0.61 17.958 K Factor = 0.14 T.37 1.26 0.862 Utr 2.0 3.000 22.402 to 150.0 0.0 2.000 0.0 H.11 1.26 0.0014 0.0 5.000 0.007 Vel = 0.69 H.11 0.0 0.862 Utr 2.0 11.000 22.409 to 150.0 0.0 2.000 0.0 H.18 1.26 0.0013 0.0 13.000 0.017 Vel = 0.69 H.18 0.0 0.862 0.0 14.000 22.426 to 150.0 0.0 0.0 0.0 H.20 1.26 0.0014 0.0 14.000 0.019 Vel = 0.69 H.20 0.0 0.862 Utr 2.0 12.000 22.445 to 150.0 0.0 2.000 0.0 H.13 1.26 0.0014 0.0 14.000 0.019 Vel = 0.69 H.13 0.0 0.862 Utr 2.0 8.000 22.464 to 150.0 0.0 2.000 0.0 T.36 1.26 0.0014 0.0 10.000 0.014 Vel = 0.69 T.36 0.0 0.862 Utr 2.0 10.000 22.478 to 150.0 0.0 2.000 0.0 H.2 1.26 0.0013 0.0 12.000 0.016 Vel = 0.69 H.2 0.0 0.862 Utr 2.0 2.000 22.494 to 150.0 0.0 2.000 0.0 T.29 1.26 0.0012 0.0 4.000 0.005 Vel = 0.69 T.29 0.0 0.862 Utr 2.0 6.000 22.499 to 150.0 0.0 2.000 0.0 T.26 1.26 0.0014 0.0 8.000 0.011 Vel = 0.69 0.0 1.26 22.510 K Factor = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: 51'Af C P51: 58 RE5I12UAL P51: 53 PLOW GPM: 300 n •) (0 15' Or 1-1/ 2" AQUAPEX FROM Tl -E CPL TO 5,1 90' OF I" POLY FROM METER - 1" ME1-R 20' OF I" COPPER FROM 11 -IE 5 -IMT CPL WA5MIa M1'AIL- N,f,5. O I HEAP 2 NEAP MOST HYDRAULICALLY RRMOM HEADS HAP # GPM PI55URE REQ' D AT 511?EEf HIS 17 44,81 H,22 & H,25 20 47,91 7 1st rlxr 9 2rdFlxr 9 ti rd 25 forty, 0 ---15 LLQ Q LL 0 I Lk C30 -I4 C49 -I6 C49 -I8 -6 el-1A131,E Model LL-PFC30PFC30 Concealed Pendent Sprinkler K. -5,155F°, 3/ 8" Orifice, Maximum Spacing 14'xl4' Sprinkler head demand 10 qpm @l1,11 I'FLIAl3LE Model LL PFC49PFC49 Concealed Pendent Sprinkler K. -49,155F°, 3/8" Orifice, Maximum 5pacinq 16'x16' Sprinkler head demand: 13 qpm © 7,04 PLIAI3I.E Model LL-PPFC49PFC49 Concealed Pendent Sprinkler K-49, 155F°, '/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand: 17 qpm @12,05 NPPA 1W 1'Al3L-L 15,5,3 17151-ANC5 PROM SOURCES HFA1 SOURCE ORDINARY 11 Mr IN, INT l MEVIATE TSMI' IN, 5112E OF FIREPLACE 36" 12" prONT OF FIMFLACE 60" 36" WOOL? f3URNING 5fOVF 42" 12" KITCHN PANG 18" 9" WALL OVEN 18" 9" HOT Alt; CFLUe5 18" 9" UNIN5ULA1N2 H A1' DUCTS 18" 9" UNINSULATFP HOT WATER I'IC'F5 12" 6" 5112E OF HOT Alp 121ERU5Ep 24" 12" FRONT OF HOT Alp 12IEEU5ER 36" I8" HOT WATER HEA11 p 6" 3" FURNACE 6" 3" OW -250W LIGI-IT PIXTUM 6" 3" 250W -499W LIGHT PIXT 1 12" 6" • NPPA 1W CL05-15PIINKLN R�QUIR�N�N1'5 NTS 8.6.3 5fl lNKLEpS SHALL NOT t3E MQUIMt2 IN CLOTHES CLO5Ef5, LINEN CLOSTS, ANP FAN11 l 5 THAT MEET ALL OF THE FOLLOWING CONDI110N5, (I) 11 -IF AIA OF THF SPACE IOE5 NOT EXCEE124 FP (2.2 M2) (2) THE LEAST IIMENSION 12055 NOT' EXCEE123 ET (0,9 M) (3) Tlt WALLS ANP CEILINGS AI 5URFACE12 WITH NONCOMI3U511rLE Op LIMITE12-COMI3U511l3LE MATERIALS AS IEFINE12 IN NEPA 220, 5fANlARP ON TYPES OF PULPING CONSTRUCTION, r 41-I CLO 12,6 5Q, FT 9' -6" t CLO 25,8 SQ. ET Q 41-0" t CLO 125Q,ET SPRINKLER REQUIRED SPRINKLER IQUIREt SPRINKLER NOT IQUIMP PLASTIC SPACERS MW11-19URPO5E PLOW SWITCH I1\511A.LA110k N,T,5, 611 ALAN 3:L -L- ¶"0 3. LOCA' .3 0\ A32R55 5I7 OF 301001\6 RELIA13LE ANP 5NJU CONCEALED SPRINKLER INSTALLATION GUIDE POR 2" SHEET ROCK MSS, RFLIAl3LR MOIFL5 • PMC -30 LL • RFC -49 LL 5 NJU SPIINKLF MOPFL • PCI 5 bottom of cover plate cupI' above bottom of foist bottom of cover plate cup " below bottom of joist CONCEALEI7 AIA9TER PIT1ING MOUNTING I2 1 AIL s• PPOPEX PIS 5PINKLPP A17APTER PPOPPX EP se MINIMUM cur l-ENGTN OP PIPE 2", MAXIMUM Oil' LENGTH OP PIPE 12", FIELt2 VERIFY FINI5NF12 ` CEILING MATERIAL ¶0 PFtRMINF MOUNTING H IGN1 12IMFN5ION /fc7x'/ XC7 I.7iVIXZgel x oUKWILAFIRE D:PIM Pleacie call 206-575 7 give this Fire Permit i'D„ ;end exact address for sulk© down or re PP :UV CO \\C110 \5 THIS 5U6GESTW LAYOUT 15 C3A5E2 UPON INEORMA11ON PROVIDED 13Y OTHERS, CHANGES IN CONS -MC -110N OR PIELD CONII11ON5 MAY OCCUR WHICH MAY REQUIRE CIANGF51.011-E LAYOUT, If 15 TI -1 1:R5PON5113ILI11' OF THE INSTALLER 1-0 NO11EY APEX DESIGN SERVICES OF SUCH CHANES, s -i ftOW swircH p15p ASS�M31.Y COI -0k/ L-INFD{ L- NP BLUE LINES- PEEP TO FIXTLRES (13A11-, SHOWN?, PTC.) BLACK LINES- SPRINKLER HAP TO SPRINKLER HEAD, 1/ 2" PIPE SIZE I" PIPE SIZE I I/ 2" PIPE SIZE aNM AAL- IF A PPV 15 IN51'AALW, NO MOF -AN AN 8 P51 P155Ut nPOP AT 26 GPM 15 Q1.111 19, A 111 AP01.1.0 36�1.f Op 36NI F 5PE5 PIN 15 PECOMMNntn, 5Pt?I\KI.�� 5Y5':M 13 5IGN d21'01'- 2013 \FPA 1W 51'ANI3A 2 /1161.15 chive. . 5/0x8/0 SG "126 eG 0 110v C.M. 3'-11" SOLID SELF CI SELF L 1343" MIN '1,29 r HR=C�=1-6- --< 3-11 OSE/ TCNINC H 2 IDE MIN OFC CAt3!NETS HIO USE 1/2" TY ON ALL LU STRUOTUR,�, (I) LAYERS "X" ON CEII F ALL 000 1 42" RAISE 1 5 V-1- lCLE DfiR INT V ULT I LL �PC5O-I 48" l' ABO MIN 1 MIN Tv pIREPLACE WI IDEHT 1-1ELF/- 4NtEL rnJ< ~1ETAL =LACE vEN THROUGH RCRC5O-I4 INSTAL PE MFR SPECT Fl QVIDE Fa SQ. IN. )UTSIDE AIR ALG©� E 8/0x-1/0 a LLRPC5O-I LLRPC0-I 9 Cz. LUATERFFOOF DECKING SLOPE TO DRAT 1/4" / FT MIN 7 V FIOO) 1/4H -11 -OH 2 F100 5CO \i L / 41 1 I' Ql I PAIS I 1 20 2)17 TUKWILA FIRE i 1II 1 5fl INKI.�f? 10731 47th PI W Mukllteo, WA 98275 PH: 425-495-9680 FAX: 42 -495-9717 EMAIL, sales@ 14..r,,: - signservlces,com SALES REP: RE51DEN11AL EIRE PROTEC11ON 5Y5TEM 11J13E TYPE : 1/ 2" TO I-1/ 2" AQUAPE;X SPRINKLER INEORMA110N # OF HAPS THIS SHEET - 25 \) 2 4 lf� N 0 PRELIM, & CONSf, 6-14-2017 NO. REVI50N/ I55UE PATE 5TA11C P55URF 15- 58 ❑ Without Comments lir As Noted ii) Red ❑ Per The. Attached Letter hese plans have been reviewed by The Tukwila Fire reventlon Bureau for conformance w1i:h current City t:andards. Acceptance is subject to errors and missions which do not authorize v;dations of adopted tandards and ordinances, The iesponsibIUty for the dequacy of design rests totally with the designer. Additions, deletions car revisions to these drawings after its date will void this ;: cceptance and will require a esubmittai of Q,vlsel drawings for subsequent approve 'Mal acceptance Is Subject to field test and inspection b be Tukwila Ise )prevention Bureau, i mte: 7711: n By: 51 ( PROJECT #: \) 2 4 lf� N 0 PRELIM, & CONSf, 6-14-2017 NO. REVI50N/ I55UE PATE 00 PROJECT #: 170614-08 COMPANY: MONARCH PLUMC3ING CONTACT; PHIL JACOC35ON CONTACT PHONE #: ( 253) 770-2400 SCALE; 1 / 4" . I I -O" DESIGNED Y: KAREN PAPP 13Y:NOAH EAKMAN J 00