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PP - 14404 34TH LN S - OSTERLY PARK - PERMITS AND PLANS
14404 34TH LN S ASSOCIATED PERMITS 15-5-126 D15-0108 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION Wel( z S Site Address: 34 414____47.49_41 - Suite Number: Floor: **PLEASE PRINT** King Co. Assessor's Tax No.: 4009 0°°C)C1 tl c- Tenant Name: i" . f New Tenant? ©- Yes ❑ - No Property Owner's Name:. tit, 4 PA 1 K e CAThec /94 142 Si- 9 45.0 P4 *t s) I/C Mailing Address: (11920 S_ /y8 1 a< 1,14 qd1'640 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: p),kt V V er L3e c- Day Telephone: Zap` 78 7, CZ S lyyf.` 54, ?o. Piir4/Je'/5 ffL i Mailing Address: 5 1'/t 5f rut< W I l✓t' IA/4 (g 166 /� }},, ,1 //yy��� City State Zip E-mail Address: I 'tT? ® ovist) Mb{`� i Q , &VLA. Fax Number: i1/444- — 11 Contractors City of Tukwila Business License number: -Slit 0 Co '1, 1 L. Company Name: l_'bZm Total number of new/relocated devices or sprinkler heads: 2 z_ Valuation of Project (contractor's bid price): $ 3000 Scope of Work (please provide detailed information): 3' rirVJ Li gave'(\ f ii" r Srn' 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. BUILDING OWNER OR AUTH RIZED AGENT: Signature Print Name: Alike O✓r'r6eck Date: 7/,/ Day Telephone: 2o( 797 • 02 S Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 7)11--- 0)08 /s-`5, k PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:(15)e‘l Alf24_, T e of Inspgecti n:: ? ` Address: pi if n Suite #: 3 ii -1<`-- L ry Contact Person: Special Instructions: Occupancy Type: Phone No.: LK/ - Approved per applicable codes. Corrections required prior to approval. COMMENTS: n.) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: A __5-a- Date: 3f/y/i 6 Firs.: $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 oL5_-o)o,6 s -id -6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: t : 1 TOw O kO r1AR..s3 � £ I - lG U � TypeInspection: Address: I ((Lioti Suite #: .act 4- Liv C Contact Person: Special Instructions: Permits: Phone No.: A pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: E.LtE E.LtEkd —1- -- o K a h . i, q c, aoLx--e- — cs4 6(1/ k c)C4A4t 4,tA lii`-ef t. 1.1‘. ThaeLeS KA pro — o I� -e,, -, ,,1 -: en Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: is 1 Date: /0lh5 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 DESX SER A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area : Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B18 Location - TUKWILA WA - Building - Contractor - Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 8-5-2015 System No. - Contract No. - 150805-02 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point D MAXIMUM LISTED SPACING E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet G Note: N - 7.04 16 13 Gpm Psi x 16 0 Gpm Gpm 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 13 Summary C -Factor Used: Psi Required 47.18 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) R Residual (Psi) Pump Data: Rated Cap. @ Psi 60 Elev. 55 Other Flow (Gpm) 300 S Elevation - 100 P P Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C ICS N N00 a) co co d0 N 2 O U 03 0 -o m a) 2 a) a0 WI D0 cMI a)Z � W c0 •52 Z x0 a)1_ a QM City Water Supply: Demand: C1 - Static Pressure : 60 D1 - Elevation : 10.394 C2 - Residual Pressure: 55 D2 - System Flow : 13.001 C2 - Residual Flow : 300 D2 - System Pressure : 47.182 Hose ( Demand) : D3 - System Demand : 13.001 Safety Margin : 12.803 L 50 100 150 200 250 300 350 400 450 FLOW N^1.85) • • • • 0 0 i 0 0 M N A- 0 0 0 0 0 0 0 0 0 0 0) CO N- CO LC) c) N e- a CC w cn cn D CC w Fittings Used Summary 2 0 0 CD 0 a N a) a) a0 W I e - C a)Z U Cn c W c0 0) 0? x0 a)1_ CL Q M e- M N e -Oe- e- 000 O e- O • O I- a- 0 0 0 O 0 e - e -7e-0)000 O e- 1:1' CO CO 0 0 0 - - 70000000 O e- a- CO r` N. 000 Ps 0 e- N CO CO 000 N 0 e- N O 0 0 0 0 CO O - 7 01 0 0 0 • 0 - M M 0 0 0 N O - N N 0 0 0 O O • N N 0 0 0 N. e- CO e- e- 0 0 0 .-r-.-1-000 e- ' Co000 0 00P —..-00 r'- CV e- M e- CO e- CA 7 N e-Ne-OrN e- N ' -N e - Ne -M CO N1- .. ` a Ow01-»> Units Summary a) U C • c_ 2 CO a) CJ d U) c ca) o u) ma • — O C CLL d cu) ▪ 'c 5 0 a) C � a) � E Q) o c o u_ Q. O C Li � y 112 a a) 3 Eu> 1 .2 0 0 >,= C/) C 0) -- C) C a CD O d 03 U Q > a C ` a) LL O c0 c Z > 0as ' LLCD a UCn a)a?v C cr)p _C 03 N co V) u) a) - U) :41 co*N 41C -3E 2 u) 03 t w -cu Va c a) Co asa CD -c w�a3o a) U CD 0 a us aoEa)� C °c)ac0 E l_=u)E(0 a45 c p a 7 C L 1:1)3 V) a) N i- CT N • * ' o" a .0 (0 ` o 3 3 o u aLa)oww a (0 U C y C'- c0 L o CAw u) C o cN Q 1,7n) ,s7)°) -'5(u_ _ C X.D c O LL �0 a) N E 03 (3O_+'LL Q 5 CN a0 .�Q Z W 0 CO m Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 4 Date 8/5/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.985 13.0 47.182 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 124.0 H.5 124.0 H.3 124.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 H.17 116.0 H.16 116.0 H.15 116.0 T.37 116.0 T.36 116.0 H.14 124.0 H.13 124.0 T.29 124.0 T.30 124.0 H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 T.28 116.0 T.27 116.0 4.9 7.04 13.0 7.67 7.91 8.0 11.84 11.87 15.49 15.51 15.66 15.68 15.71 15.71 15.78 18.25 30.9 31.51 47.18 7.6 7.74 7.88 11.81 11.84 11.84 11.86 11.87 11.94 8.01 8.1 8.18 8.34 8.1 8.21 8.22 8.27 11.83 11.85 15.61 15.63 15.66 15.67 11.85 11.87 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 5 Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 H.8 H.9 H.1 H.2 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 11.87 11.85 11.85 11.87 11.87 15.63 15.66 15.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 6 Date 8/5/2015 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.12 5.68 0.862 1 Uel 11.0 17.000 7.040 to 150.0 0.0 12.000 0.0 H.5 5.68 0.0219 0.0 29.000 0.634 K Factor = 4.90 Vel = 3.12 H.5 0.0 0.862 1 Utr 2.0 9.000 7.674 to 150.0 0.0 2.000 0.0 H.3 5.68 0.0218 0.0 11.000 0.240 Vel = 3.12 H.3 0.0 0.862 1 Utr 2.0 2.000 7.914 to 150.0 0.0 2.000 0.0 T.23 5.68 0.0217 0.0 4.000 0.087 Vel = 3.12 T.23 -2.33 0.862 2Utb 34.0 18.000 8.001 to 150.0 0.0 28.000 3.465 T.25 3.35 0.0082 0.0 46.000 0.378 Vel = 1.84 T.25 -0.99 0.862 1 Utr 2.0 4.000 11.844 to 150.0 0.0 2.000 0.0 T.24 2.36 0.0043 0.0 6.000 0.026 Vel = 1.30 T.24 0.27 0.862 1 Utr 2.0 14.000 11.870 to 150.0 1 Utb 17.0 16.000 3.465 H.20 2.63 0.0053 0.0 30.000 0.158 Vel = 1.45 H.20 0.0 0.862 0.0 3.000 15.493 to 150.0 0.0 0.0 0.0 T.39 2.63 0.0053 0.0 3.000 0.016 Vel = 1.45 T.39 0.0 0.862 1 Utb 17.0 2.000 15.509 to 150.0 1 UeI 11.0 26.000 0.0 T.38 2.63 0.0052 0.0 28.000 0.147 Vel = 1.45 T.38 -1.18 0.862 1 Utb 17.0 2.000 15.656 to 150.0 0.0 14.000 0.0 T.43 1.45 0.0018 0.0 16.000 0.028 Vel = 0.80 T.43 1.46 1.054 1 Utr 4.0 6.000 15.684 to 150.0 0.0 4.000 0.0 T.42 2.91 0.0024 0.0 10.000 0.024 Vel = 1.07 T.42 1.63 1.054 0.0 1.000 15.708 to 150.0 0.0 0.0 0.0 T.41 4.54 0.0050 0.0 1.000 0.005 VeI = 1.67 T.41 1.18 1.054 1 Utr 4.0 4.000 15.713 to 150.0 0.0 4.000 0.0 T.40 5.72 0.0084 0.0 8.000 0.067 Vel = 2.10 T.40 7.28 1.054 1T 2.44 8.000 15.780 to 150.0 1 Utb 9.0 11.440 1.732 S.1 13.0 0.0379 0.0 19.440 0.737 Vel = 4.78 S.1 0.0 1.054 1E 1.22 20.000 18.249 to 150.0 1T 2.44 4.067 11.732 CPL 13.0 0.0380 1G 0.407 24.067 0.914 * * Fixed Loss = 10 Vel = 4.78 CPL 0.0 1.38 2E 9.066 50.000 30.895 to 150.0 1C 1.511 10.577 0.0 MTR 13.0 0.0102 0.0 60.577 0.618 Vel = 2.79 MTR 0.0 1.025 2E 5.4 10.000 31.513 to 150.0 0.0 5.400 15.000 STR 13.0 0.0434 0.0 15.400 0.669 * * Fixed Loss = 15 Vel = 5.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 7 Date 8/5/2015 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 13.00 47.182 K Factor = 1.89 H.12 7.32 0.862 1 UeI 11.0 4.000 7.040 to 150.0 0.0 12.000 0.0 H.11 7.32 0.0349 0.0 16.000 0.558 Vel = 4.02 H.11 0.0 0.862 1 Utr 2.0 2.000 7.598 to 150.0 0.0 2.000 0.0 T.32 7.32 0.0350 0.0 4.000 0.140 Vel = 4.02 T.32 0.0 0.862 1 Utr 2.0 2.000 7.738 to 150.0 0.0 2.000 0.0 T.34 7.32 0.0348 0.0 4.000 0.139 Vel = 4.02 T.34 -3.26 0.862 2Utb 34.0 12.000 7.877 to 150.0 0.0 28.000 3.465 T.35 4.06 0.0117 0.0 40.000 0.469 VeI = 2.23 T.35 -2.80 0.862 1 UeI 11.0 7.000 11.811 to 150.0 0.0 12.000 0.0 H.17 1.26 0.0013 0.0 19.000 0.025 VeI = 0.69 H.17 0.0 0.862 0.0 4.000 11.836 to 150.0 0.0 0.0 0.0 H.16 1.26 0.0012 0.0 4.000 0.005 VeI = 0.69 H.16 0.0 0.862 1 Utr 2.0 10.000 11.841 to 150.0 0.0 2.000 0.0 H.15 1.26 0.0014 0.0 12.000 0.017 Vel = 0.69 H.15 0.0 0.862 1 Utr 2.0 8.000 11.858 to 150.0 0.0 2.000 0.0 T.37 1.26 0.0013 0.0 10.000 0.013 Vel = 0.69 T.37 0.43 0.862 2Utb 34.0 1.000 11.871 to 150.0 0.0 28.000 0.0 T.36 1.69 0.0023 0.0 29.000 0.067 Vel = 0.93 T.36 5.59 1.054 1 Utr 4.0 25.000 11.938 to 150.0 0.0 4.000 3.465 T.40 7.28 0.0130 0.0 29.000 0.377 Vel = 2.68 0.0 7.28 15.780 K Factor = 1.83 T.34 3.26 0.862 1 UeI 11.0 5.000 7.877 to 150.0 0.0 12.000 0.0 H.14 3.26 0.0078 0.0 17.000 0.133 VeI = 1.79 H.14 0.0 0.862 0.0 12.000 8.010 to 150.0 0.0 0.0 0.0 H.13 3.26 0.0078 0.0 12.000 0.094 VeI = 1.79 H.13 0.0 0.862 1 Utr 2.0 8.000 8.104 to 150.0 0.0 2.000 0.0 T.29 3.26 0.0078 0.0 10.000 0.078 VeI = 1.79 T.29 0.0 0.862 1 Utr 2.0 4.000 8.182 to 150.0 1 Utb 17.0 16.000 0.0 T.30 3.26 0.0078 0.0 20.000 0.156 VeI = 1.79 T.30 2.33 1.054 1 Utr 4.0 13.000 8.338 to 150.0 0.0 4.000 3.465 T.36 5.59 0.0079 0.0 17.000 0.135 VeI = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculatio A-Pex Design Sery 31 TOWNHOMES ns - Hazen -Williams ices, Inc. -EP UNIT B18 - One Head Calculation (H.12) Page 8 Date 8/5/2015 Hyd. Qa Ref. Point Qt Dia. Pf/Ft Fitting or Eqv. Ln. Pipe Ftng's Total Pt Pe Pf Pt Pv Pn Notes 0.0 5.59 11.938 K Factor = 1.62 T.23 2.33 0.862 to 150.0 H.4 2.33 0.0042 1Uel 1 Utr 11.0 2.0 0.0 9.000 14.000 23.000 8.001 0.0 0.097 Vel = 1.28 H.4 0.0 0.862 to 150.0 H.6 2.33 0.0042 1Uel 11.0 0.0 0.0 14.000 12.000 26.000 8.098 0.0 0.110 Vel = 1.28 H.6 0.0 0.862 to 150.0 T.26 2.33 0.0040 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 8.208 0.0 0.012 Vel = 1.28 T.26 0.0 0.862 to 150.0 H.10 2.33 0.0043 1 Utr 2.0 0.0 0.0 9.000 2.000 11.000 8.220 0.0 0.047 Vel = 1.28 H.10 0.0 0.862 to 150.0 T.30 2.33 0.0042 1 Utb 17.0 0.0 0.0 3.000 14.000 17.000 8.267 0.0 0.071 Vel = 1.28 0.0 2.33 8.338 K Factor = 0.81 T.35 2.80 0.862 to 150.0 T.33 2.8 0.0057 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 11.811 0.0 0.017 Vel = 1.54 T.33 0.0 0.862 to 150.0 T.31 2.8 0.0060 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 11.828 0.0 0.024 Vel = 1.54 T.31 0.29 0.862 to 150.0 T.46 3.09 0.0070 2Utb 34.0 0.0 0.0 14.000 28.000 42.000 11.852 3.465 0.296 Vel = 1.70 T.46 -1.47 0.862 to 150.0 H.22 1.62 0.0021 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 15.613 0.0 0.017 Vel = 0.89 H.22 0.0 0.862 to 150.0 T.45 1.62 0.0021 1Uel 11.0 0.0 0.0 2.000 12.000 14.000 15.630 0.0 0.030 Vel = 0.89 T.45 0.0 0.862 to 150.0 T.44 1.62 0.0022 0.0 0.0 0.0 4.000 0.0 4.000 15.660 0.0 0.009 Vel = 0.89 T.44 0.0 0.862 to 150.0 T.42 1.62 0.0022 1 Utb 1 Utr 17.0 2.0 0.0 2.000 16.000 18.000 15.669 0.0 0.039 Vel = 0.89 0.0 1.62 15.708 K Factor = 0.41 T.25 0.99 0.862 to 150.0 T.28 0.99 0.0010 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 11.844 0.0 0.005 Vel = 0.54 T.28 -0.29 0.862 to 150.0 T.27 0.7 0.0004 2Utb 34.0 0.0 0.0 10.000 28.000 38.000 11.849 0.0 0.017 Vel = 0.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 9 Date 8/5/2015 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.27 -0.27 0.862 1Uel 11.0 5.000 11.866 to 150.0 0.0 12.000 0.0 H.7 0.43 0.0002 0.0 17.000 0.003 Vel = 0.24 H.7 to T.37 T.28 to H.8 H.8 to H.9 H.9 to T.31 0.0 0.43 0.0 0.43 0.28 0.28 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 7.000 2.000 9.000 11.869 0.0 0.002 Vel = 0.24 11.871 K Factor = 0.12 0.862 150.0 0.0001 1Uel 11.0 0.0 0.0 3.000 12.000 15.000 11.849 0.0 0.001 Vel = 0.15 0.0 0.28 0.862 150.0 0.0001 1Uel 11.0 0.0 0.0 4.000 12.000 16.000 11.850 0.0 0.001 Vel = 0.15 T.27 to H.1 H.1 to H.2 H.2 to T.24 0.0 0.28 0.0 0.28 0.27 0.27 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 11.851 0.0 0.001 Vel = 0.15 11.852 K Factor = 0.08 0.862 150.0 0.0001 1 Utr 2.0 0.0 0.0 12.000 2.000 14.000 11.866 0.0 0.001 Vel = 0.15 0.0 0.27 0.862 150.0 0.0001 2UeI 22.0 0.0 0.0 10.000 24.000 34.000 11.867 0.0 0.003 Vel = 0.15 T.46 to H.21 H.21 to T.43 0.0 0.27 0.0 0.27 1.46 1.46 0.862 150.0 0.0 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 11.870 0.0 0.0 Vel = 0.15 11.870 K Factor = 0.08 0.862 150.0 0.0018 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 15.613 0.0 0.014 Vel = 0.80 T.38 to H.19 0.0 1.46 0.0 1.46 1.18 1.18 0.862 150.0 0.0018 1Uel 11.0 1 Utb 17.0 0.0 6.000 26.000 32.000 15.627 0.0 0.057 Vel = 0.80 15.684 K Factor = 0.37 0.862 150.0 0.0013 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 15.656 0.0 0.004 Vel = 0.65 H.19 to H.18 0.0 1.18 0.862 150.0 0.0012 1Uel 11.0 1 Utr 2.0 0.0 9.000 14.000 23.000 15.660 0.0 0.027 Vel = 0.65 H.18 to T.41 0.0 1.18 0.862 150.0 0.0012 1 Utb 17.0 0.0 0.0 8.000 14.000 22.000 15.687 0.0 0.026 Vel = 0.65 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - One Head Calculation (H.12) Page 10 Date 8/5/2015 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ****** 1.18 15.713 K Factor = 0.30 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name : 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Drawing Location : 3429 S 144TH ST TUKWILA WA Remote Area Contract : 150805-02 Data File : 150805-02 31 TH Unit B18.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-Pex Design Services, Inc. -EP Page 1 31 TOWNHOMES UNIT B18 Two Head Calculation (H.4 & H.3) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B18 Location - TUKWILA WA Building - Contractor - Calculated By - NOAH EAKMAN Construction: (X) Combustible OCCUPANCY - RESIDENTIAL S Y S T E Date - 8-5-2015 System No. - Contract No. - 150805-02 Drawing No. - ( ) Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point Listed Pres. at Start Point - 9 D MAXIMUM LISTED SPACING 12 E Domestic Flow Added S Additional Flow Added I Elevation at Highest Outlet G Note: N - 9 Gpm Psi x 12 - 0 Gpm Gpm - 124 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model RFC30 Size 3/8 K -Factor 3 Temperature Rating 155 Calculation Gpm Required 18.048 Summary C -Factor Used: Psi Required 52.2 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) R Residual (Psi) Flow (Gpm) S Elevation P P L Y - 300 Pump Data: Rated Cap. Q Psi 60 Elev. 55 Other 100 Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Location: Source of Information: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C 0 N C0 03 M 2 0 To U co a) a1— w' U c m a> Z U � o c W cp rn= coZ xCDp 0- C71 c1 Fittings Used Summary M 0,5 0 .70z U CO 0 co a) O a W ' U 03 C m mz U N w W 2 0 0� N d Q M • M N • CO 000 oe-0 A- to e- e- 0 0 0 LC) 0 e- e- .e- 0)000 0 • AY -0303000 LO e- r- M N. I- 0 0 0 0 e- N CO CO 000 N 0 N O O 0 0 0 O O CO 0 0 0 - O 0 0 N 10 A- e- N N 0 0 0 O O A- e- N N 0 0 0 n o 0 0 c uj ` N � rn � Lo N U _7 o- - I� e- e- 0 0 0 E 1COcji a) O CO V U)>cNi N A- CO e 0 0 0 1ll!j° • oC� O co • 1. > U C Z N N O CD ,...0 e-Tre-OOaM--•N-N Z.+ V N V N O ,�� O U _c co o f CO N N A- M e- CO ee- 0) � j C 'e y to L N U C Q) t" `* O A, cn 7 E L E S m e- Ne-tnA-�N 0) L C_p O* _.. o. CO § a co t_ ,- r-- oa m�o•a._L e -Ne -. e -N e- es d 3 O Co To 'O N U CO U 0) c cic`oE4_ .Y43 a) 0 a 0 ocn o o rnaU) ` m e-Ne-MMNe- LL n C C O -E E i_, in E co >'06 C O O .� c N 0 C -o y H y p) N CO N * • .0 N o) o 'n COL N w e - C N C C 5 C '- t- O c •no> 32z 0330,2m c130)0a°mCL a0'OOmw U� a) `W a) a) c N p o > co0..00)HH a)2 c 7 > - 0).- cn C O oco3Na)m Z+ rn y N 0) as CO=, o -o x x x 2 c .- J C+. O v0 cu co al C rn0 E rt (..9 00) 000 j C � C c U.Q C O 'E x7 p ELL •Eo)�fOCOO N cNa00 JZ1C O C O O e- O_.� Uwai-»> 0 0 °;LLa` Zow 0 vii m Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 4 Date 8/5/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Flow Available Pressure Total Demand Required Pressure STR 60.0 55 300.0 59.972 18.05 52.199 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 124.0 H.6 124.0 T.26 124.0 H.10 124.0 T.30 124.0 T.36 116.0 T.40 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.23 124.0 T.25 116.0 T.24 116.0 H.20 108.0 T.39 108.0 T.38 108.0 T.43 108.0 T.42 108.0 T.41 108.0 H.3 124.0 H.5 124.0 H.12 124.0 H.11 124.0 T.32 124.0 T.34 124.0 T.35 116.0 T.33 116.0 T.31 116.0 T.46 108.0 H.22 108.0 T.45 108.0 T.44 108.0 H.14 124.0 H.13 124.0 T.29 124.0 T.28 116.0 T.27 116.0 H.7 116.0 T.37 116.0 H.8 116.0 H.9 116.0 3 3 9.0 9.66 9.74 10.02 10.45 14.18 18.34 21.43 34.84 35.97 52.2 9.14 13.97 14.04 17.8 17.84 18.12 18.17 18.22 18.22 9.1 9.3 9.83 10.13 10.2 10.27 14.05 14.06 14.08 18.05 18.08 18.13 18.15 10.32 10.36 10.39 14.0 14.04 14.06 14.08 14.03 14.07 9.0 9.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ,Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 5 Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.2 H.1 H.17 H.16 H.15 H.21 H.19 H.18 116.0 116.0 116.0 116.0 116.0 108.0 108.0 108.0 14.04 14.04 14.06 14.06 14.07 18.08 18.12 18.18 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 6 Date 8/5/2015 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.4 6.16 0.862 1 Uel 11.0 14.000 9.000 to 150.0 0.0 12.000 0.0 H.6 6.16 0.0254 0.0 26.000 0.660 K Factor = 3.00 Vel = 3.39 H.6 0.0 0.862 1 Utr 2.0 1.000 9.660 to 150.0 0.0 2.000 0.0 T.26 6.16 0.0253 0.0 3.000 0.076 Vel = 3.39 T.26 0.0 0.862 1 Utr 2.0 9.000 9.736 to 150.0 0.0 2.000 0.0 H.10 6.16 0.0254 0.0 11.000 0.279 Vel = 3.39 H.10 0.0 0.862 1 Utb 17.0 3.000 10.015 to 150.0 0.0 14.000 0.0 T.30 6.16 0.0254 0.0 17.000 0.431 Vel = 3.39 T.30 1.92 1.054 1 Utr 4.0 13.000 10.446 to 150.0 0.0 4.000 3.465 T.36 8.08 0.0157 0.0 17.000 0.267 Vel = 2.97 T.36 2.11 1.054 1 Utr 4.0 25.000 14.178 to 150.0 0.0 4.000 3.465 T.40 10.19 0.0242 0.0 29.000 0.701 Vel = 3.75 T.40 7.86 1.054 1T 2.44 8.000 18.344 to 150.0 1 Utb 9.0 11.440 1.732 S.1 18.05 0.0696 0.0 19.440 1.353 Vel = 6.64 S.1 0.0 1.054 1E 1.22 20.000 21.429 to 150.0 1T 2.44 4.067 11.732 CPL 18.05 0.0696 1G 0.407 24.067 1.675 * * Fixed Loss = 10 Vel = 6.64 CPL 0.0 1.38 2E 9.066 50.000 34.836 to 150.0 1C 1.511 10.577 0.0 MTR 18.05 0.0187 0.0 60.577 1.135 Vel = 3.87 MTR 0.0 1.025 2E 5.4 10.000 35.971 to 150.0 0.0 5.400 15.000 STR 18.05 0.0797 0.0 15.400 1.228 **Fixed Loss = 15 Vel = 7.02 0.0 18.05 52.199 K Factor = 2.50 H.4 2.84 0.862 1 UeI 11.0 9.000 9.000 to 150.0 1 Utr 2.0 14.000 0.0 T.23 2.84 0.0060 0.0 23.000 0.139 Vel = 1.56 T.23 3.87 0.862 2Utb 34.0 18.000 9.139 to 150.0 0.0 28.000 3.465 T.25 6.71 0.0297 0.0 46.000 1.367 Vel = 3.69 T.25 -2.77 0.862 1 Utr 2.0 4.000 13.971 to 150.0 0.0 2.000 0.0 T.24 3.94 0.0110 0.0 6.000 0.066 Vel = 2.17 T.24 -0.20 0.862 1 Utr 2.0 14.000 14.037 to 150.0 1 Utb 17.0 16.000 3.465 H.20 3.74 0.0101 0.0 30.000 0.302 Vel = 2.06 H.20 0.0 0.862 0.0 3.000 17.804 to 150.0 0.0 0.0 0.0 T.39 3.74 0.0103 0.0 3.000 0.031 Vel = 2.06 T.39 0.0 0.862 1 Utb 17.0 2.000 17.835 to 150.0 1 UeI 11.0 26.000 0.0 T.38 3.74 0.0101 0.0 28.000 0.282 Vel = 2.06 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams .Final Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 7 Date 8/5/2015 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.38 to T.43 -1.66 2.08 0.862 150.0 0.0034 1 Utb 17.0 0.0 0.0 2.000 14.000 16.000 18.117 0.0 0.055 Vel = 1.14 T.43 to T.42 1.94 4.02 1.054 150.0 0.0043 1 Utr 4.0 0.0 0.0 6.000 4.000 10.000 18.172 0.0 0.043 Vel = 1.48 T.42 to T.41 2.18 6.2 1.054 150.0 0.0090 0.0 0.0 0.0 1.000 0.0 1.000 18.215 0.0 0.009 Vel = 2.28 T.41 to T.40 T.23 to H.3 1.66 7.86 0.0 7.86 -3.87 -3.87 1.054 150.0 0.0150 1 Utr 4.0 0.0 0.0 4.000 4.000 8.000 18.224 0.0 0.120 Vel = 2.89 18.344 K Factor = 1.84 0.862 150.0 -0.0107 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 9.139 0.0 -0.043 Vel = 2.13 H.3 to H.5 9.05 5.18 0.862 150.0 0.0184 1 Utr 2.0 0.0 0.0 9.000 2.000 11.000 9.096 0.0 0.202 K Factor = 3.00 Vel = 2.85 H.5 to H.12 0.0 5.18 0.862 150.0 0.0184 1Uel 11.0 0.0 0.0 17.000 12.000 29.000 9.298 0.0 0.534 Vel = 2.85 H.12 to H.11 0.0 5.18 0.862 150.0 0.0184 1Uel 11.0 0.0 0.0 4.000 12.000 16.000 9.832 0.0 0.294 Vel = 2.85 H.11 to T.32 0.0 5.18 0.862 150.0 0.0182 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 10.126 0.0 0.073 Vel = 2.85 T.32 to T.34 0.0 5.18 0.862 150.0 0.0185 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 10.199 0.0 0.074 Vel = 2.85 T.34 to T.35 -1.92 3.26 0.862 150.0 0.0078 2Utb 34.0 0.0 0.0 12.000 28.000 40.000 10.273 3.465 0.312 Vel = 1.79 T.35 to T.33 -0.82 2.44 0.862 150.0 0.0043 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 14.050 0.0 0.013 Vel = 1.34 T.33 to T.31 0.0 2.44 0.862 150.0 0.0048 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 14.063 0.0 0.019 Vel = 1.34 T.31 to T.46 1.68 4.12 0.862 150.0 0.0120 2Utb 34.0 0.0 0.0 14.000 28.000 42.000 14.082 3.465 0.505 Vel = 2.27 T.46 to H.22 -1.94 2.18 0.862 150.0 0.0038 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 18.052 0.0 0.030 Vel = 1.20 H.22 to T.45 0.0 2.18 0.862 150.0 0.0036 1Uel 11.0 0.0 0.0 2.000 12.000 14.000 18.082 0.0 0.051 Vel = 1.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 8 Date 8/5/2015 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 to T.44 T.44 to T.42 0.0 0.862 150.0 2.18 0.0038 0.0 0.0 0.0 4.000 0.0 4.000 18.133 0.0 0.015 Vel = 1.20 T.34 to H.14 0.0 2.18 0.0 2.18 1.92 1.92 0.862 150.0 0.0037 1 Utb 17.0 1 Utr 2.0 0.0 2.000 16.000 18.000 18.148 0.0 0.067 Vel = 1.20 18.215 K Factor = 0.51 0.862 150.0 0.0029 1Uel 11.0 0.0 0.0 5.000 12.000 17.000 10.273 0.0 0.050 Vel = 1.06 H.14 to H.13 0.0 1.92 0.862 150.0 0.0029 0.0 0.0 0.0 12.000 0.0 12.000 10.323 0.0 0.035 Vel = 1.06 H.13 to T.29 0.0 1.92 0.862 150.0 0.0029 1 Utr 2.0 0.0 0.0 8.000 2.000 10.000 10.358 0.0 0.029 Vel = 1.06 T.29 to T.30 T.25 to T.28 0.0 1.92 0.0 1.92 2.77 2.77 0.862 150.0 0.0030 1 Utr 1 Utb 2.0 17.0 0.0 4.000 16.000 20.000 10.387 0.0 0.059 Vel = 1.06 10.446 K Factor = 0.59 0.862 150.0 0.0058 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 13.971 0.0 0.029 Vel = 1.52 T.28 to T.27 -1.67 1.1 0.862 150.0 0.0011 2Utb 34.0 0.0 0.0 10.000 28.000 38.000 14.000 0.0 0.040 Vel = 0.60 T.27 to H.7 0.20 1.3 0.862 150.0 0.0014 1Uel 11.0 0.0 0.0 5.000 12.000 17.000 14.040 0.0 0.024 Vel = 0.71 H.7 to T.37 0.0 1.3 0.862 150.0 0.0014 1 Utr 2.0 0.0 0.0 7.000 2.000 9.000 14.064 0.0 0.013 Vel = 0.71 T.37 to T.36 T.28 to H.8 H.8 to H.9 H.9 to T.31 0.81 2.11 0.0 2.11 1.67 0.862 150.0 0.0035 2Utb 34.0 0.0 0.0 1.000 28.000 29.000 14.077 0.0 0.101 Vel = 1.16 14.178 K Factor = 0.56 1.67 0.862 150.0 0.0023 1Uel 11.0 0.0 0.0 3.000 12.000 15.000 14.000 0.0 0.034 Vel = 0.92 0.0 1.67 0.862 150.0 0.0022 1Uel 11.0 0.0 0.0 4.000 12.000 16.000 14.034 0.0 0.036 Vel = 0.92 0.0 1.67 0.862 150.0 0.0024 1 Utr 2.0 0.0 0.0 3.000 2.000 5.000 14.070 0.0 0.012 Vel = 0.92 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams final A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B18 - Two Head Calculation (H.4 & H.3) Page 9 Date 8/5/2015 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.24 to H.2 H.2 to H.1 H.1 to T.27 0.0 1.67 0.20 0.2 14.082 K Factor = 0.45 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 4.000 2.000 6.000 14.03T 0.0 0.001 VeI = 0.11 0.0 0.2 0.862 150.0 0.0 2Uel 22.0 0.0 0.0 10.000 24.000 34.000 14.038 0.0 0.001 Vel = 0.11 T.35 to H.17 0.0 0.2 0.0 0.20 0.81 0.81 0.862 150.0 0.0001 1 Utr 2.0 0.0 0.0 12.000 2.000 14.000 14.039 0.0 0.001 Vel = 0.11 14.040 K Factor = 0.05 0.862 150.0 0.0006 1UeI 11.0 0.0 0.0 7.000 12.000 19.000 14.050 0.0 0.011 Vel = 0.45 H.17 to H.16 0.0 0.81 0.862 150.0 0.0008 0.0 0.0 0.0 4.000 0.0 4.000 14.061 0.0 0.003 Vel = 0.45 H.16 to H.15 0.0 0.81 0.862 150.0 0.0006 1 Utr 2.0 0.0 0.0 10.000 2.000 12.000 14.064 0.0 0.007 Vel = 0.45 H.15 to T.37 T.46 to H.21 H.21 to T.43 0.0 0.81 0.0 0.81 1.94 1.94 0.862 150.0 0.0006 1 Utr 2.0 0.0 0.0 8.000 2.000 10.000 14.071 0.0 0.006 Vel = 0.45 14.077 K Factor = 0.22 0.862 150.0 0.0030 1 Utr 2.0 0.0 0.0 6.000 2.000 8.000 18.052 0.0 0.024 Vel = 1.07 0.0 T.38 to H.19 1.94 0.0 1.94 1.66 1.66 0.862 150.0 0.0030 1Uel 11.0 1 Utb 17.0 0.0 6.000 26.000 32.000 18.076 0.0 0.096 Vel = 1.07 18.172 K Factor = 0.46 0.862 150.0 0.0023 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 18.117 0.0 0.007 Vel = 0.91 H.19 to H.18 0.0 1.66 0.862 150.0 0.0022 1UeI 11.0 1 Utr 2.0 0.0 9.000 14.000 23.000 18.124 0.0 0.051 Vel = 0.91 H.18 to T.41 0.0 1.66 0.862 150.0 0.0022 1 Utb 17.0 0.0 0.0 8.000 14.000 22.000 18.175 0.0 0.049 Vel = 0.91 0.0 1.66 18.224 K Factor = 0.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 SUPPLY: STATIC1951: 60 PE51t2UAL 195I: 55 FLOW GPM: 300 20' OF 1-1/ 4" AQUAPEX MOM T} -E CPL TO Si n 50' OF I-1/ 4" POLY EPOM THE METED — ,—� 5/ 8" METED 15' OF 1" COPPED EPOM THE 511'EET CPL WA1'�f? SFINIa 13F TAIL N,T,S, 1 HEAP 2 HEAP NEAP # N,12 H,4 & H.5 MO5T HYPPAULICALLY PEMOTI; HEAPS GPM PPESSU 15 18 DEQ' P K 5T1ZEET 47.18 52,2 p'C3O-14 0 P�C30-12 O TC49-l6 6 2 I LIA LE Model PEC501FC30 Concealed Pendent Sprinkler K=5,15 5r, 3/ 8" Orifice, Maximum Spacing 141x14' Sprinkler head demand: 10 qpm Cd 11,11 PELIAI3LE Model PEC30PEC30 Concealed Pendent Sprinkler K=5, 15 5F°, 3/ 8" Orifice, Maximum Spacing 12'x12' Sprinkler head demand: 9 gpm @ 9 PELIPI3LE Model P,PC49PEC49 Concealed Pendent Sprinkler K-4,9, 155T ` , 3/ 8" Orifice, Maximum Spacing 16'x16' Sprinkler head demand; 13 qpm ' 7.04 THIS 5UGGEST 17 LAYOUT 1513A5EP UPON INTONATION PPOVIPEP 13Y 011 ES. CI-IANGES IN CONSTiUC11ON OP HELP CONI2IT10N5 MAY OCCUP WHICH MAY PEQUIPE CHANGES TO THE LAYOUT. If 1511 -IE I SPONSIC31LI1Y OF THE INSTALLED TO NOTIFY APEX DESIGN SEPVICE5 OE SUCH CHANGES, CONCFAfb MP -IN': FITTING MOUNTING MTAIL NFPA lt2 1'A31, 7,5,5,3 NFPA OP C1,05T 5PIIN - 1? k�QUII MNN7"5 nl51ANC�5 MOM NA7 SOU�C�S NS.S, 8 ANP b,3 SPPINKLEPS C'ANTKIES THAT (I) TIS AMA (2) ME LEA5f ME WALL5 LIMITEP-COME3UST113LE reit OF PULPING a' I" SHALL NOT MEET ALL OF 11-E SPACE DIMENSION ANP CEILINGS MATEVIAL5 CONSTRICTION, mQUIr?EP N C1 -0-11-E5 OF TIS FOLLOWING CONPIT10N5: DOES NOT EXCEED 24 170 5 Nor EXCEED 3 AE 5UPFA6E12 WITH AS DEFINED IN 9 8" CI 05 15, FP (2,2 Ff (0.9 M) NONCOMPU51113LE NFPA 220, LlN�N CLOSET5, M2). , OP STANPAPP ON �' o" PESIGNEP 13Y: NOAH EAKMAN CHECKED 6Y: '3Nrs iAT SOURCE OC?171NA�Y 11N IN, . IN11:P.MEPIA11 TMP IN. n, x Er TEE 5I PE OF FIMPLACE 36" 12" MINIMUM OJf L NGm Or Fin 3-i/ 2". MAXIMUM CM'LENGTH(3) OF Fl 12", Ff;ONT OF FI PLACE 60" 36" W0017 MINING STOVE 42" 12" KITCI ISN rANa 18" 9" WALL OVEN 18" 9" NOT IC FLUES 18" 9" TINKLE, APA> E UNNSULATEP I -EAT DUCTS 18" 9" CC G ii UNINSULATEP NOT WATEN PIPES 12" 6" 5IPE OF N01 AP PIFFUSEC? 24" 12" FC:oNT of NOT AP PIFFU5EN 36" 18" CLO 12,6 SQ, Ff CLO 25.8 50. Ff o CLO 12 50. Ff .. PUP VEEIFY FINI9f12 NOf WATEP CTATEV 6" 3" FUpNACE 6" 3" CEILING MATEC?IAL TO PETEpMINE MOUNTING HEIGHT DIMENSION OW -250W LIGHT FIXTM 6" 3" spt?INKLEP PEOUIFEP 5Pt?INKLEp ITQUI FP 5P1INKLEP NOT I?EQUIMP 250W -499W LIGHT FIX1U 12" b" it HIB kFCI-9-16 :ft ;v.13 } LOO 0 5,1 0',; I -I/ GII AQUAP X MOM 5.1 T'O MAI\ 5F1 I NN KL F E 1001 CONb LOO 0 100 I/ 4" --11-0" s . uo....f:: f1's r . 1:-.,---''-',s7,..,:2. .4'0 COLOf?/ LINMPF LFGFNn 13LUE LINES– SEEP TO EIXT L11 5 ( PATH, SHOWED, ETC.) , 13LACK LINES– SPPINKLEP HEAP TO SPPINKLEP HEAP, – I/ 2" PIPE 517E – I" PIPE SIZE 1 I/ 4" PIPE SIZE i„ KOT 5 IF A FINIS 3FIkG IN51"A�L�n, KO MOI -IAN AN 8 P5I 13I?0F A1' 26 GPM 15 I?;QUK2, A I" AP OLL-0 36FLF Of? 36HLF 5FFIF5 pry 15 tFCOMMFNI2W, VK -184-200 9 Y LIMIGH1" MU51 13F \5174LI,Fn IN A1"11C IF FIENAa 15 LOCA';n FSI-OCA'2 IN A1"11C, CA-CIA11ON5 HAVE AnIQUA5Aft'Y 1'0 5UP1OP1' 1'-L A1EI110NA, M1111NG, T.25 H14 S 0 Without Comments As Noted in Reol Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with Rhe designer. Additions, deletions or revisions to These drawings after thls.date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Flre Prevention Bureau. sI I Date: - I - 1, By: Y3v-,s4•1 I k eX4er10(r LA/ P ete m- bel i 40,15 F.D. 4t(.(-css s w ! 1I d;,.o rt4 v�.1 y • r H110 L t• H,15 } fir (lop) 1/4II_li-OH LOO 0 Flow (1,,, k-,-) 4 -Gs -4 yr 1 UKW ' jLA iR P Vr sa "'3 Pltms,. call 206-575-4407 and gin his Fire Permit No. ::,rid exact add gat gown or re o�` on approval. 6.5.3 A wr ming sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: �V.IRNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. PAID AUG 10 2015 TUKWILA FIRE cc Og DESI SEK M t 519MINKl,p 1073147th PI W Mukilteo, WA 98275 PN: 425-495-9680 FAX: 425-495-9717 5ALE5 P: PESIPENTIAL EIDE PPOfECT1ON SYSTEM TU13E TYPE: I/ 2" TO I-1/ 2" AQUAPEX SPPINKLEE INTONATION # OF HEA125 T1 -1I5 SHEET - 21 # OF HEAPS THI5 J013 - 21 5fAT1C PDE55Ul 15- 60 00 \\ 4 Milk & CONSf, 8-5-2015 NO. PVI50N/ ISSUE PATE 1 PPOJECf #: 150805-02 COMPANY: CONTACT: MIKE OVEPr3ECK CONTACT PHONE # : 206-787-0259 SCALE: 1/ 4" = I'-0" PESIGNEP 13Y: NOAH EAKMAN CHECKED 6Y: