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PP - 5014 S 109TH CT - LOT 4 - PERMITS AND PLANS
5014 S 109TH CT ASSOCIATED PERMITS 17-5-116 D15-0138 44itelLw44 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.:6 g 7 i 2 /150 Site Address: 5-0 /7 .. /0970 C rT Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: /GL 'O /t4 £957 14/ t-5 Mailing Address: "A27/ 49/-6 sr 4/E 5Y? G 7Ga/A /h do Gi fr '737 - City State Zip CONTACT PERSON -if there are questions about the submittal. Name: / �%��Q��� Day Telephone: ,,?-7-.3-771, -24100 Company Name: /`1 evx.di nafi 6///v6 Mailing Address: 7 ` 0 60/ /Cl �T a.S-umf) 6/2 poi 4 %'39O. L J / City State Zip E-mail Address: p/1//JmO/ll% cAr��r)ljirY : L=0//7 Fax Number: ///9 / 1 , 0.5-12- p - �n �J Contractor'ssinssse number: nth- 099 78 NICET III number: / / t Business License number: 42 5-6 Total number of new/relocated devices or sprinkler heads: Z Valuation of Project (contractor's bid price): $ • Scope of Work (please provide detailed information): 12,4/ /so i/e,i Thio '&2/ S/4/Ai 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 BUILDI O � ' O1�IZED AGENT: Signature: ff Date: D 4 / Z 0 ii<31--) Print Name: Phi Sit 06.SO AJ Day Telephone: ?53` 770 - 2W10 8/22/14 TFD FP Form 8 Plan Permit App.doc 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /7-5' i/' O(3� PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/Type L7L of Inspection: -/ Address:,� Suite #: / y .r• to5r4 e Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: ,4g ci„,72ktd iAs5 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: / Inspector: ' .sff3 Date: // rb e Hrs.: /.v $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 CORRECTION NOTICE/REINSPECTION FEE o Inspector: r714.5-3 Permit number: tOs — 0 13 ' 013 TUKWILA FIRE MARSHAL'S OFFICE O (3 Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshatukwilawa.gov l Business Name: r C� Type of Inspection: fJ^•441 Location Address: 4-01 et S /O '`z' eP 4e AO -acts/ Date : (5 1 i.04- / i_,.f z 64 3, Lo -1 --PKV) Contact Per • t \ 6 C,•„ („/uz n Phone No. c) -4z 3 14 ACTION REQUIRED : fwo az S ct/i1 crit kA s /ti At A r r i.04- / i_,.f z 64 3, Lo -1 --PKV) i ) /71- i .;,,,,„le e,v` /4i/N LS3 4 A, € /s O45 u ei 4 7e for geg door — fr r -e 11.e.41 1,,, vicd tli°1T, CORRECTION OF • E ABO ITEMS ARE REQUIRED BY : 0-6//6 FAILURE TO CO Signature: Billin l ULT IN THE ISSUANCE OF A CRI AL CITATION/TICKET. ailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reins;, Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 4._ Fire Alarm: Prlvt IC/(t- . f74 4/( PP -vt-10 Type of InspectiS�-�O --it 1,4 L. O� Address: Suite #: / 4--'S 16 , � CT - Contact Person: Special Instructions: p il-of iN/E---0 : - Phone No.: Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: Needs Sprinklers: Fire Alarm: Prlvt IC/(t- . f74 4/( PP -vt-10 Monitor: Pre -Fire: Permits: Occupancy Type: Fir.e- Fi,--/, p il-of iN/E---0 : - irr-C, C- /b --a S a,._) Sm-rj 66-7-7-7- - i -D / -,1 a 5 ec- P-,1-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: /7 c'4 Date: //WI ( Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip; Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 v 2S INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .its-o�3$ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:( ci4- ction: Type of Inspection: e�tiv �. Address: Suite #: 14{— S /1,1( cT Contact Parson: ?tit Special Instructions: Occupancy Type: Phone No.: 0 -Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Off - 700 ce V 7T .- rfN4 ,atm -r - Pre -Fire: j ,5-/P1,J" / d Occupancy Type: yyDito ittper24-ve--1 vat-" ye -Sr f3%S - „r6--t-0t-0 ll ,etypri, ia 36, 1"-/ 2 (404.05. 5r l2 56t( / 30 5ec. &roeiri.ZZb (r- P m+ 1-r St rE c � iNis r epi p,"01 w i �I � rJ&) TD I f `'9. 79140 /lie( r.J . Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: f 5 b- Date: /1G411-9' 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 A-PEX Design Services Inc. sales©a-pexdesignservices.com 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 4 - One Head Calculation (H.16) Drawing Location : 5014 S 109TH CT TUKWILA WA Remote Area : Contract : 170614-06 Data File : 170614-06 JKM Townhomes Lot 4.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 4 - One Head Calculation (H.16) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 4 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-06 Drawing No. - ( ) Non -Combustible Ceiling Height S Y S T E Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: (X)1 ( )2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 17 Listed Pres. at Start Point - 12.03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 S Additional Flow Added - I Elevation at Highest Outlet - 124 G Note: N Gpm System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Gpm Sprinkler or Nozzle Gpm Make RELIABLE Model LL-RFC49 Feet Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 45.69 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 Z3 N N ao CO 1 C O ti; 7 V C3 U 17) ca a) I a) C 0 C• F. O w)ga coo C C) I .y 0• 0 X W2 dY Q -) Tr in N co)01CD 0 --et in M O N O N • N T y la y --E O N-0 y ctidCOcco _ °EEEEEn caa)a)ya)(a y>1:1> WC0(n"(n1 I 1 N 1 Ev-NN OM CO ca00020v) E a) 0 N C.) e • N C.) r 0 ; 00 u0') 1 0 N .- 0 0 0 0 0 0 0 0 00 O) CO ti CO U) 'it M N d c W Cl) Cr) D R W 0 0 et 0 U) M O It)N 0 0 0 Fittings Used Summary 0) w ao <D C 0 V co U l0 a) N C 0 0 C V 0 N 2 U,0 C= 0) Ci 0 W a� C1�- .- N r CO r r 0 0 O .- O r U) r r O O U) 0 .- rsrr0)0O 0 vOOOO U) rr)r-noo r- o r N 0 0 0 0 N O - N U, U, 0 0 CO O r r et M 0 0 0 r r() M 0 0 N 1L) r r N N o 0 0 0 r r N N 0 0 F- .-00 rr OO O r h r r o 0 N r CO r r 0 0 O N. .-10 rrr r N r r CO r N r C)r CO 0) 'a r N r In N r N r ' .- N r N l+) Nr .0 Uw(D1-55 t V — C C ki 0' aCO 0 I- C d 0 to l0 yO N_0 C o Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - One Head Calculation (H.16) Page 4 Date 6/14/2017 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 58.0 53 300.0 57.975 17.0 45.692 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 17.0 12.86 13.46 18.06 18.15 18.34 18.44 18.7 23.11 23.89 25.94 33.2 43.27 45.69 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - One Head Calculation (H.16) Page 5 Date 6/14/2017 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.17 H.20 H.13 T.37 H.2 T.29 108.0 108.0 108.0 108.0 108.0 108.0 22.9 22.92 22.94 22.94 22.96 22.96 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 6 JKM TOWNHOMES LOT 4 - 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 6.044 105.000 33.197 to 150.0 0.0 6.044 3.000 MTR 17.0 0.0637 0.0 111.044 7.076 * * Fixed Loss = 3 Vel = 6.31 MTR 0.0 0.995 E 2.336 20.000 43.273 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 45.692 K Factor = 2.51 H.16 8.48 0.862 Utr 2.0 12.000 12.030 to 150.0 0.0 2.000 0.0 H.9 8.48 0.0458 0.0 14.000 0.641 Vel = 4.66 H.9 0.0 0.862 Utr 2.0 4.000 12.671 to 150.0 0.0 2.000 0.0 T.34 8.48 0.0457 0.0 6.000 0.274 Vel = 4.66 T.34 0.0 0.862 Utr 2.0 11.000 12.945 to 150.0 0.0 2.000 0.0 H.3 8.48 0.0458 0.0 13.000 0.595 Vel = 4.66 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. Page 7 JKM TOWNHOMES LOT 4 - 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.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 to H.19 0.0 3.31 0.862 150.0 0.0081 Utr 2.0 0.0 0.0 8.000 2.000 10.000 13.615 0.0 0.081 Vel = 1.82 H.19 to H.14 0.0 3.31 0.862 150.0 0.0080 Utr 2.0 0.0 0.0 9.000 2.000 11.000 13.696 0.0 0.088 Vel = 1.82 H.14 to T.41 0.0 3.31 0.862 150.0 0.0080 Utr 2.0 0.0 0.0 8.000 2.000 10.000 13.784 0.0 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 to H.10 0.0 1.94 0.862 150.0 0.0029 Utr 2.0 0.0 0.0 11.000 2.000 13.000 13.796 0.0 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 4 - One Head Calculation (H.16) Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes H.10 0.0 0.862 Utr 2.0 8.000 13.834 to 150.0 0.0 2.000 0.0 T.41 1.94 0.0030 0.0 10.000 0.030 Vel = 1.07 0.0 1.94 13.864 K Factor = 0.52 T.44 0.08 0.862 Utr 2.0 18.000 18.063 to 150.0 0.0 2.000 0.0 H.21 0.08 0.0 0.0 20.000 0.0 Vel = 0.04 H.21 0.0 0.862 Utr 2.0 12.000 18.063 to 150.0 0.0 2.000 0.0 H.15 0.08 0.0001 0.0 14.000 0.001 Vel = 0.04 H.15 0.0 0.862 Utr 2.0 7.000 18.064 to 150.0 0.0 2.000 0.0 T.42 0.08 0.0 0.0 9.000 0.0 Vel = 0.04 T.42 -0.04 0.862 Utb 17.0 2.000 18.064 to 150.0 0.0 14.000 0.0 T.40 0.04 0.0 0.0 16.000 0.0 Vel = 0.02 T.40 0.04 0.862 Utr 2.0 1.000 18.064 to 150.0 0.0 2.000 0.0 T.39 0.08 0.0 0.0 3.000 0.0 Vel = 0.04 0.0 0.08 18.064 K Factor = 0.02 T.42 0.04 0.862 Utr 2.0 4.000 18.064 to 150.0 0.0 2.000 0.0 H.12 0.04 0.0 0.0 6.000 0.0 Vel = 0.02 H.12 0.0 0.862 Utb 17.0 4.000 18.064 to 150.0 Utr 2.0 16.000 0.0 T.40 0.04 0.0 0.0 20.000 0.0 Vel = 0.02 0.0 0.04 18.064 K Factor = 0.01 T.33 4.45 0.862 Utr 2.0 2.000 18.366 to 150.0 0.0 2.000 0.0 H.4 4.45 0.0140 0.0 4.000 0.056 Vel = 2.45 H.4 0.0 0.862 Utr 2.0 14.000 18.422 to 150.0 0.0 2.000 0.0 H.6 4.45 0.0139 0.0 16.000 0.222 Vel = 2.45 H.6 0.0 0.862 Utr 2.0 2.000 18.644 to 150.0 0.0 2.000 0.0 T.35 4.45 0.0138 0.0 4.000 0.055 Vel = 2.45 T.35 0.48 0.862 2Utb 34.0 15.000 18.699 to 150.0 0.0 28.000 3.465 T.36 4.93 0.0168 0.0 43.000 0.723 Vel = 2.71 T.36 -1.08 0.862 Utr 2.0 10.000 22.887 to 150.0 0.0 2.000 0.0 H.1 3.85 0.0106 0.0 12.000 0.127 Vel = 2.12 H.1 0.0 0.862 Utr 2.0 7.000 23.014 to 150.0 0.0 2.000 0.0 T.28 3.85 0.0107 0.0 9.000 0.096 Vel = 2.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams ' A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - One Head Calculation (H.16) Page 9 Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 3.85 23.110 K Factor = 0.80 T.38 0.49 0.862 Utr 2.0 2.000 18.696 to 150.0 0.0 2.000 0.0 H.8 0.49 0.0002 0.0 4.000 0.001 Vel = 0.27 H.8 0.0 0.862 Utr 2.0 6.000 18.697 to 150.0 0.0 2.000 0.0 T.35 0.49 0.0002 0.0 8.000 0.002 Vel = 0.27 0.0 0.49 18.699 K Factor = 0.11 T.36 1.09 0.862 Utr 2.0 4.000 22.887 to 150.0 0.0 2.000 0.0 H.11 1.09 0.0010 0.0 6.000 0.006 Vel = 0.60 H.11 0.0 0.862 Utr 2.0 10.000 22.893. to 150.0 0.0 2.000 0.0 H.17 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.17 0.0 0.862 0.0 15.000 22.905 to 150.0 0.0 0.0 0.0 H.20 1.09 0.0010 0.0 15.000 0.015 Vel = 0.60 H.20 0.0 0.862 Utr 2.0 12.000 22.920 to 150.0 0.0 2.000 0.0 H.13 1.09 0.0011 0.0 14.000 0.015 Vel = 0.60 H.13 0.0 0.862 Utr 2.0 8.000 22.935 to 150.0 0.0 2.000 0.0 T.37 1.09 0.0010 0.0 10.000 0.010 Vel = 0.60 T.37 0.0 0.862 Utr 2.0 10.000 22.945 to 150.0 0.0 2.000 0.0 H.2 1.09 0.0010 0.0 12.000 0.012 Vel = 0.60 H.2 0.0 0.862 Utr 2.0 2.000 22.957 to 150.0 0.0 2.000 0.0 T.29 1.09 0.0010 0.0 4.000 0.004 Vel = 0.60 T.29 0.0 0.862 Utr 2.0 6.000 22.961 to 150.0 0.0 2.000 0.0 T.26 1.09 0.0011 0.0 8.000 0.009 Vel = 0.60 0.0 1.09 22.970 K Factor = 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services Inc. sales©a-pexdesignservices.com 10731 47th Place West MWkilteo, WA 98275 425-493-9680 Job Name : JKM TOWNHOMES LOT 4 - Two Head Calculation (H.22 & H.25) Drawing Location : 5014 S 109TH CT TUKWILA WA Remote Area Contract : 170614-06 Data File : 170614-06 JKM Townhomes Lot 4.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • A-PEX Design Services Inc. Page 1 JKM TOWNHOMES LOT 4 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 HYDRAULIC DESIGN INFORMATION SHEET Name - JKM TOWNHOMES LOT 4 Location - TUKWILA WA Building - Contractor - MONARCH PLUMBING Calculated By - KAREN BABB Construction: (X) Combustible OCCUPANCY - RESIDENTIAL Date - 6-14-2017 System No. - Contract No. - 170614-06 Drawing No. - ( ) Non -Combustible Ceiling Height S Type of Calculation: ( )NFPA 13 Residential Y Number of Sprinklers Flowing: ( )1 (X)2 S ( )Other T ( )Specific Ruling E ( )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 Gpm MAXIMUM LISTED SPACING 14 x 14 Domestic Flow Added - 0 Gpm Additional Flow Added - Gpm Elevation at Highest Outlet - L24 Feet Note: 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 Psi Required 49.2 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test - T Time of Test E Static (Psi) - 58 R Residual (Psi) - 53 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C � N 0 "ION 0r. 1-ociN, NCO m c CILa W0 vein Wow o.. 44, =.-NN 0C) A (p000IOU) E 0 0 CO U) 1M CO �(A a(si VV co aw ern 1 1 0C.) U • 0 U) 0 0 to N :.i OP C) 0, 0 0 0 1.0 et 0CON 0 0 0 0 0 0 0 0 0 0 0 4 a' W CO CO D CC W 0 to N 0 0 N 0 0 0 U) • Fittings Used Summary r ga mm ao 2 0 N v C 0 U co d clV G 7Q (0o c= 80 x� w� aY pp 0 1-01-1-00 b0 1-V1-000 0 •-vOa000 0 i •-011..11..00 0 0 %-r-VMOO 1-1- N N O O •-4,FINNOO •- 0 •- � 0 0 — V' 1 -O. -N 1-M•-00•3' '-N.-We-N •- N 1 N C C C tip(1111;sg10 ▪ 61 -1 - °PIP OwOF-g8 Computer Programs by Hydratec Inc. Route 111 Flow Summary - NFPA 2007 A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - 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 49.205 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 45.93 49.2 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 4 - 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 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - Two Head Calculation (H.22 & H.25) Page 6 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.22 8.70 0.862 Utr 2.0 8.000 11.110 to 150.0 0.0 2.000 0.0 H.19 8.7 0.0480 0.0 10.000 0.480 K Factor = 3.00 Vel = 4.78 H.19 to H.14 0.0 8.7 0.862 150.0 0.0481 Utr 2.0 0.0 0.0 9.000 2.000 11.000 11.590 0.0 0.529 Vel = 4.78 H.14 to T.41 0.0 8.7 0.862 150.0 0.0480 Utr 2.0 0.0 0.0 8.000 2.000 10.000 12.119 0.0 0.480 Vel = 4.78 T.41 to T.39 -2.54 6.16 0.862 150.0 0.0254 2Utb 34.0 0.0 0.0 11.000 28.000 39.000 12.599 3.465 0.989 Vel = 3.39 T.39 to H.5 0.48 6.64 0.862 150.0 0.0291 Utr 2.0 0.0 0.0 8.000 2.000 10.000 17.053 0.0 0.291 Vel = 3.65 H.5 to T.32 0.0 6.64 0.862 150.0 0.0292 Utr 2.0 0.0 0.0 7.000 2.000 9.000 17.344 0.0 0.263 Vel = 3.65 T.32 to T.26 2.08 8.72 0.862 150.0 0.0482 Utr 2.0 Utb 17.0 0.0 14.000 16.000 30.000 17.607 3.465 1.446 Vel = 4.79 T.26 to T.27 1.29 10.01 0.862 150.0 0.0622 Utb 17.0 Utr 2.0 0.0 4.000 16.000 20.000 22.518 0.0 1.244 Vel = 5.50 T.27 to S.1 10.00 20.01 1.244 150.0 0.0377 T 3.443 8.000 23.762 0.0 3.443 1.732 0.0 11.443 0.431 Vel = 5.28 S.1 0.0 1.244 2E 3.443 15.000 25.925 to 150.0 C 0.43 3.873 6.732 CPL 20.01 0.0376 0.0 18.873 0.709 * * Fixed Loss = 5 Vel = 5.28 CPL 0.0 1.049 2E 6.044 105.000 33.366 to 150.0 0.0 6.044 3.000 MTR 20.01 0.0862 0.0 111.044 9.568 * * Fixed Loss = 3 Vel = 7.43 MTR 0.0 0.995 E 2.336 20.000 45.934 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 49.205 K Factor = 2.85 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 -4.57 0.862 2Utb 34.0 33.000 11.750 to 150.0 0.0 28.000 3.465 T.44 6.74 0.0299 0.0 61.000 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 4 - Two Head Calculation (H.22 & H.25) Date 6/14/2017 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn ******* Notes ****** H.24 0.0 0.862 Utr 2.0 8.000 17.172 to 150.0 • 0.0 2.000 0.0 T.43 6.26 0.0261 0.0 10.000 0.261 Vel = 3.44 T.43 0.0 0.862 Utr 2.0 4.000 17.433 to 150.0 0.0 2.000 0.0 H.18 6.26 0.0260 0.0 6.000 0.156 Vel = 3.44 H.18 0.0 0.862 Utr 2.0 12.000 17.589 to 150.0 0.0 2.000 0.0 T.38 6.26 0.0261 0.0 14.000 0.366 Vel = 3.44 T.38 -0.78 0.862 2Utb 34.0 35.000 17.955 to 150.0 0.0 28.000 3.465 T.28 5.48 0.0204 0.0 63.000 1.286 Vel = 3.01 T.28 4.52 0.862 Utr 2.0 1.000 22.706 to 150.0 Utb 17.0 16.000 0.0 T.27 10.0 0.0621 0.0 17.000 1.056 Vel = 5.50 0.0 10.00 23.762 K Factor = 2.05 T.45 4.57 0.862 Utr 2.0 11.000 11.750 to 150.0 0.0 2.000 0.0 H.23 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.23 0.0 0.862 Utr 2.0 16.000 11.939 to 150.0 0.0 2.000 0.0 H.16 4.57 0.0146 0.0 18.000 0.263 Vel = 2.51 H.16 0.0 0.862 Utr 2.0 12.000 12.202 to 150.0 0.0 2.000 0.0 H.9 4.57 0.0146 0.0 14.000 0.204 Vel = 2.51 H.9 0.0 0.862 Utr 2.0 4.000 12.406 to 150.0 0.0 2.000 0.0 T.34 4.57 0.0147 0.0 6.000 0.088 Vel = 2.51 T.34 0.0 0.862 Utr 2.0 11.000 12.494 to 150.0 0.0 2.000 0.0 H.3 4.57 0.0145 0.0 13.000 0.189 Vel = 2.51 H.3 0.0 0.862 Utr 2.0 3.000 12.683 to 150.0 0.0 2.000 0.0 T.30 4.57 0.0146 0.0 5.000 0.073 Vel = 2.51 T.30 2.54 0.862 2Utb 34.0 12.000 12.756 to 150.0 0.0 28.000 3.465 T.33 7.11 0.0331 0.0 40.000 1.322 Vel = 3.91 T.33 -2.08 0.862 Utr 2.0 2.000 17.543 to 150.0 0.0 2.000 0.0 H.4 5.03 0.0173 0.0 4.000 0.069 Vel = 2.77 H.4 0.0 0.862 Utr 2.0 14.000 17.612 to 150.0 0.0 2.000 0.0 H.6 5.03 0.0175 0.0 16.000 0.280 Vel = 2.77 H.6 0.0 0.862 Utr 2.0 2.000 17.892 to 150.0 0.0 2.000 0.0 T.35 5.03 0.0173 0.0 4.000 0.069 Vel = 2.77 T.35 0.78 0.862 2Utb 34.0 15.000 17.961 to 150.0 0.0 28.000 3.465 T.36 5.81 0.0228 0.0 43.000 0.979 Vel = 3.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - 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 -1.29 0.862 Utr 2.0 10.000 22.405 to 150.0 0.0 2.000 0.0 H.1 4.52 0.0143 0.0 12.000 0.172 Vel = 2.48 H.1 0.0 0.862 Utr 2.0 7.000 22.577 to 150.0 0.0 2.000 0.0 T.28 4.52 0.0143 0.0 9.000 0.129 Vel = 2.48 0.0 4.52 22.706 K Factor = 0.95 T.41 2.54 0.862 Utr 2.0 8.000 12.599 to 150.0 0.0 2.000 0.0 H.10 2.54 0.0049 0.0 10.000 0.049 Vel = 1.40 H.10 0.0 0.862 Utr 2.0 11.000 12.648 to 150.0 0.0 2.000 0.0 T.31 2.54 0.0049 0.0 13.000 0.064 Vel = 1.40 T.31 0.0 0.862 Utr 2.0 7.000 12.712 to 150.0 0.0 2.000 0.0 T.30 2.54 0.0049 0.0 9.000 0.044 Vel = 1.40 0.0 2.54 12.756 K Factor = 0.71 T.44 0.48 0.862 Utr 2.0 18.000 17.041 to 150.0 0.0 2.000 0.0 H.21 0.48 0.0002 0.0 20.000 0.005 Vel = 0.26 H.21 0.0 0.862 Utr 2.0 12.000 17.046 to 150.0 0.0 2.000 0.0 H.15 0.48 0.0002 0.0 14.000 0.003 Vel = 0.26 H.15 0.0 0.862 Utr 2.0 7.000 17.049 to 150.0 0.0 2.000 0.0 T.42 0.48 0.0002 0.0 9.000 0.002 Vel = 0.26 T.42 -0.21 0.862 Utb 17.0 2.000 17.051 to 150.0 0.0 14.000 0.0 T.40 0.27 0.0001 0.0 16.000 0.001 Vel = 0.15 T.40 0.21 0.862 Utr 2.0 1.000 17.052 to 150.0 0.0 2.000 0.0 T.39 0.48 0.0003 0.0 3.000 0.001 Vel = 0.26 0.0 0.48 17.053 K Factor = 0.12 T.42 0.21 0.862 Utr 2.0 4.000 17.051 to 150.0 0.0 2.000 0.0 H.12 0.21 0.0 0.0 6.000 0.0 Vel = 0.12 H.12 0.0 0.862 Utb 17.0 4.000 17.051 to 150.0 Utr 2.0 16.000 0.0 T.40 0.21 0.0 0.0 20.000 0.001 Vel = 0.12 0.0 0.21 17.052 K Factor = 0.05 T.33 2.08 0.862 Utr 2.0 3.000 17.543 to 150.0 Utb 17.0 16.000 0.0 T.32 2.08 0.0034 0.0 19.000 0.064 Vel = 1.14 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Inc. JKM TOWNHOMES LOT 4 - 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 Vel = 0.71 H.13 0.0 0.862 Utr 2.0 8.000 22.471 to 150.0 0.0 2.000 0.0 T.37 1.29 0.0014 0.0 10.000 0.014 Vel = 0.71 T.37 0.0 0.862 Utr 2.0 10.000 22.485 to 150.0 0.0 2.000 0.0 H.2 1.29 0.0014 0.0 12.000 0.017 Vel = 0.71 H.2 0.0 0.862 Utr 2.0 2.000 22.502 to 150.0 0.0 2.000 0.0 T.29 1.29 0.0012 0.0 4.000 0.005 Vel = 0.71 T.29 0.0 0.862 Utr 2.0 6.000 22.507 to 150.0 0.0 2.000 0.0 T.26 1.29 0.0014 0.0 8.000 0.011 Vel = 0.71 0.0 1.29 22.518 K Factor = 0.27 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5U1919I,Y: 51-A11C P51: 58 PS5112UAl- P51: 53 FLOW GPM: 300 15' OF 1-1/ 2" AQUAPX PPOM 11- 105' OF I" POLY FPOM 115 MMP— I" MF1 20' OF I" COPPFP PROM 11 - CPL WA -"k' 5M I a 19�1'AII. N,r,5, I HEAP 2 NSAJ2 M051- NYI2PAULICALLY PSMO11-1SA125 HMI2 # GPM PPFSSU?F Mgt? 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P551bFN11AL PIPS PPOrSC11ON 5Y5rSM 11J1351WS: I/ 2" r01-1 / 2" AQUAPPX SPPINKLFP INTONATION # OF HM12511.115 5NFFr - 25 4* OF 1-1M125 11-115 J013 - 25 5fA11C P 551,1 2F 15- 58 C O Without Comments As Noted in Red 0 Per The Attached Letter These plans have been reviewed by The Tukwila Firs Prevention Bureau for conformance with current Cit) standards. Acceptance is subject to errors and omissions which do not authorize violations of adopLd standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions oe revisions to these drawings a ter this date will void this acceptance and will require a resubmittal of revise i drawings for subsequent appnva Final acceptance is subject to field test and inspectim b The Tukwila Fire Prevention Bureau. Deft CY "�3�1 7 y: PPFLIM, & CONST, 6-14-2017 PSVISON/ 155UF 1ArS r PPOJSCr #: 170614-06 COMPANY: MONAPCH PLUMPING CONTACT: PHIL JACO1350N CONrACr PHONE #: (253) 770-2400 SCAF: 1/4" - l'-0" I2F51602 13Y: KAPFN 13A1313 CHSCKFI2 13Y: NOAH FAKMAN J 00