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PP - 14405 34TH LN S - OVERBECK - PERMITS AND PLANS
14405 34TH LN S ASSOCIATED PERMITS 16-5-168 D16-0059 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.: 6Y331,0ioy0 Site Address: 1 < <©c 3 1�� �''� c `�, ` \ 4 S. Suite Number: Floor: Tenant Name: — iL� ' - (e 54e' 1/,:--1:7•;-",.. New Tenant? ❑ - Yes ❑ - No Property Owner's Name: / / (y ' 5.14-ge G f i 'c'S, //C Mailing Address: / 2& S /Ye 5* 7/1/)it://7/1 Gi/d City State Zip CONTACT PERSON -if there are questions about the submittal. Name: /k( 01,'C(/ L`GlL Day Telephone: 2cZ 767 (lc 5-1' 1 Al b COvi'ill ; 776 y/ Mailing Address: / Lv ZS ` f . 1 itt- rSf Tow/!i- `1/t4- 7C` /�p E-mail Address: /%/ /�'C(') (, . i 4/! G c C 43 gid it, ,C1�N , e .Fax Number: State Zip Contraor's City of Tukwila NICET III number: AC.: llleS1L Business License number: Total number of new/relocated devices or sprinkler heads: Z Z Valuation of Project (contractor's bid price): $ �S062v i Scope of Work (please provide detailed information): 2 Z yoivecv- /'rf4-cJs- t7 -c7 Ay Company Name: 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 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AU THORIZED AGENT: Signatures moi � "� L--""�f Date: Bibig' Print Name: /i//�' !/``/^/?("G' Plan Permit App.doc Day Telephone: 24 77 Of=-c� 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: sprro te,-. iiiitkr. F;")A-L. e Address:,-7alk-T-436-7.1C-- Suite #: pr4,05- �b-/J > . Contact Person: GV1 r 0 . Special Instructions: / Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: 5K(Altatiz- f aJ' , 0 (14A/r0 ePt-)s til itliF cam. - f 1W--( ci) r-rirr e Pre -Fire: P ( 1W FL r.r 9-(, pariv&ii) 'a-rv, 0 a 1 C-/?-/ 1 vgruFtiGUvb-g-I frit4 foci E Pve- k i� e kv/ ��' w b /6 - o Cr? ���4 inrk e cm i s h IA r 745Q , c;.eim- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5— Date: ' (f ja `ly Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII 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 -No —0059 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: eceff, AddSuite Suite #: ' 6 gyt Contact Person: Special Instructions: xr i Occupancy Type: Phone No.: Approved per applicable codes. grCorrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ii 4' Date: Vj 5h k Hrs.: J d -7 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 A-Pex Design Services, Inc. -EP 10731 47th PI W Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name Drawing Location Remote Area Contract Data File : 31 TOWNHOMES UNIT B. - One Head Calculation (H.12) : 3429 S 144TH ST TUKWILA WA : 150805-02 : 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 B - One Head Calculation (H.12) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B Date - 8-5-2015 Location - TUKWILA WA Building - System No. - Contractor - Contract No. - 150805-02 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL S Y S T E 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 Listed Pres. at Start Point 7.04 D MAXIMUM LISTED SPACING 16 E Domestic Flow Added - S Additional Flow Added - I Elevation at Highest Outlet - G, Note: N 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) - 60 R Residual (Psi) - 55 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C CO N 00 N c U N 0 v m a) 2 a0 W' c 61= N Z U � N W ( W c 0 N • Z x0 a,- • M 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 LC) 50 100 150 200 250 300 350 400 450 FLOW (N^1.85) •6 • • 0 o 0 0 0 0 0 CY) N O,- 0 0 0 0 0 0 0 0 0 0 0) 00 I� 0 LL") Nt M N N- W W (/) C/) D CL W Fittings Used Summary r ul0 N 01 OD a) a) w N o 0 0 N 2 C 0 f0 U f0 U 0 ca a) 2 C a0 W ' cm NZ U � w CD CD W co -0 _ C x0 a� Q M C tU t6 OZ CU J • 0) d i-= < M N — (0 0 0 0 o—o O .— 0 0 0 0 0 ' '-0)000 O1- %-.70003000 O e- .- CT) n n 0 0 0 n O TN CD CD O OO N 0 N N 0 0 0 0 0 CO O .-y V MOOO 0 e-�-- M M 0 OO N O N N 0 0 0 0 0 N N 0 0 0 r-00 y-.-O0O *-n'—'-000 — C0 '— '- O OO LC) O CI 01 v CO N �MCDT-D)R N .-O , 'N (NJ ' '- - N N'— C) M CV T- CA O 0 TD. .g 7 .G M � O CO C: oW>� U� o `w y a) > co N L, co I- L- 2 C U 0 a) a) N 55 a) O Q. Cab M O C LL 7 7 7 CC cp OOi QQQ * * ` a Uwoi- 5 O C i co . � a) 2 c ELcv L c0 N O c0Uwtfa a) �.0 L L U) C co +• 0 3 c0 C -0 73 -a-. a N c c.) Q > aC `L_� 4-02 O N > U C Z co f) a) CA0 d- o cn 0 N a) 0 c)...- O L h Ca) `� N* (1) -1-_ f co L ) RI N C au) 1= O N L 0 a c a arL-' L N O) -N0C) U c 0 -0 c) 0wrac ac0 E YE) u_=fl— c)ao E N w*- y E c0 >o45 C 15 i5 .3 C O 0 C'O NNHNrnm -0 00 L w r � � C o .3 o c0 O.� N u C CO O COU . N y C fO L a(i)N. O O 2 (O — y. _ J C E < O E E ., E N >, +-% 12 C yCo= " CUL C o nCD "r5 -6L C c 7 u_15c) 0 E 2 C f6 a) s- O Q v_ 7 U 0JLiCL ZW 0 (n m � Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Date 8/5/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow 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 Page 5 31 TOWNHOMES UNIT B' - One Head Calculation (H.12) Date 8/5/2015 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.7 116.0 H.8 116.0 H.9 116.0 H.1 116.0 H.2 116.0 H.21 108.0 H.19 108.0 H.18 108.0 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 Page 6 31 TOWNHOMES UNIT B - One Head Calculation (H.12) 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 Uel 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 Vel = 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 - A-Pex Design Services, 31 TOWNHOMES UNIT Hazen -Williams Inc. -EP B - One Head Calculation (H.12) Page 7 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 13.00 47.182 K Factor = 1.89 H.12 7.32 0.862 to 150.0 H.11 7.32 0.0349 1UeI 11.0 0.0 0.0 4.000 12.000 16.000 7.040 0.0 0.558 Vel = 4.02 H.11 0.0 0.862 to 150.0 T.32 7.32 0.0350 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 7.598 0.0 0.140 Vel = 4.02 T.32 0.0 0.862 to 150.0 T.34 7.32 0.0348 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 7.738 0.0 0.139 Vel = 4.02 T.34 -3.26 0.862 to 150.0 T.35 4.06 0.0117 2Utb 34.0 0.0 0.0 12.000 28.000 40.000 7.877 3.465 0.469 Vel = 2.23 T.35 -2.80 0.862 to 150.0 H.17 1.26 0.0013 1Uel 11.0 0.0 0.0 7.000 12.000 19.000 11.811 0.0 0.025 Vel = 0.69 H.17 0.0 0.862 to 150.0 H.16 1.26 0.0012 0.0 0.0 0.0 4.000 0.0 4.000 11.836 0.0 0.005 Vel = 0.69 H.16 0.0 0.862 to 150.0 H.15 1.26 0.0014 1 Utr 2.0 0.0 0.0 10.000 2.000 12.000 11.841 0.0 0.017 Vel = 0.69 H.15 0.0 0.862 to 150.0 T.37 1.26 0.0013 1 Utr 2.0 0.0 0.0 8.000 2.000 10.000 11.858 0.0 0.013 Vel = 0.69 T.37 0.43 0.862 to 150.0 T.36 1.69 0.0023 2Utb 34.0 0.0 0.0 1.000 28.000 29.000 11.871 0.0 0.067 Vel = 0.93 T.36 5.59 1.054 to 150.0 T.40 7.28 0.0130 1 Utr 4.0 0.0 0.0 25.000 4.000 29.000 11.938 3.465 0.377 Vel = 2.68 0.0 7.28 15.780 K Factor = 1.83 T.34 3.26 0.862 to 150.0 H.14 3.26 0.0078 1 UeI 11.0 0.0 0.0 5.000 12.000 17.000 7.877 0.0 0.133 Vel = 1.79 H.14 0.0 0.862 to 150.0 H.13 3.26 0.0078 0.0 0.0 0.0 12.000 0.0 12.000 8.010 0.0 0.094 Vel = 1.79 H.13 0.0 0.862 to 150.0 T.29 3.26 0.0078 1 Utr 2.0 0.0 0.0 8.000 2.000 10.000 8.104 0.0 0.078 Vel = 1.79 T.29 0.0 0.862 to 150.0 T.30 3.26 0.0078 1 Utr 1 Utb 2.0 17.0 0.0 4.000 16.000 20.000 8.182 0.0 0.156 Vel = 1.79 T.30 2.33 1.054 to 150.0 T.36 5.59 0.0079 1 Utr 4.0 0.0 0.0 13.000 4.000 17.000 8.338 3.465 0.135 Vel = 2.06 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 B - One Head Calculation (H.12) Page 8 Date 8/5/2015 Hyd. Qa Ref. Point Qt Dia. ,.C., 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 1 Uel to 150.0 1 Utr H.4 2.33 0.0042 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 1 UeI 11.0 to 150.0 0.0 H.6 2.33 0.0042 0.0 14.000 12.000 26.000 8.098 0.0 0.110 Vel = 1.28 H.6 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.26 2.33 0.0040 0.0 1.000 2.000 3.000 8.208 0.0 0.012 Vel = 1.28 T.26 0.0 0.862 1 Utr 2.0 to 150.0 0.0 H.10 2.33 0.0043 0.0 9.000 2.000 11.000 8.220 0.0 0.047 Vel = 1.28 H.10 0.0 0.862 1 Utb 17.0 to 150.0 0.0 T.30 2.33 0.0042 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 1 Utr 2.0 to 150.0 0.0 T.33 2.8 0.0057 0.0 1.000 2.000 3.000 11.811 0.0 0.017 Vel = 1.54 T.33 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.31 2.8 0.0060 0.0 2.000 2.000 4.000 11.828 0.0 0.024 Vel = 1.54 T.31 0.29 0.862 2Utb 34.0 to 150.0 0.0 T.46 3.09 0.0070 0.0 14.000 28.000 42.000 11.852 3.465 0.296 Vel = 1.70 T.46 -1.47 0.862 1 Utr 2.0 to 150.0 0.0 H.22 1.62 0.0021 0.0 6.000 2.000 8.000 15.613 0.0 0.017 Vel = 0.89 H.22 0.0 0.862 1 UeI 11.0 to 150.0 0.0 T.45 1.62 0.0021 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 1 Utb to 150.0 1 Utr T.42 1.62 0.0022 17.0 2.0 0.0 2.000 16.000 18.000 15.669 0.0 0.039 Vel = 0.89 T.25 to T.28 T.28 to T.27 0.0 1.62 0.99 0.99 15.708 K Factor = 0.41 0.862 150.0 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 -0.29 0.7 0.862 150.0 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 Page 9 31 TOWNHOMES UNIT B - One Head Calculation (H.12) 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 to H.7 H.7 to T.37 -0.27 0.43 0.862 150.0 0.0002 1Uel 11.0 0.0 0.0 5.000 12.000 17.000 11.866 0.0 0.003 Vel = 0.24 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 2Uel 22.0 0.0 0.0 10.000 24.000 34.000 11.867 0.0 0.003 Vel = 0.15 0.0 T.46 to H.21 H.21 to T.43 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 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 1.18 0.862 150.0 0.0013 1 Utr 2.0 0.0 0.0 1.000 2.000 3.000 15.684 15.656 0.0 0.004 K Factor = 0.37 Vel = 0.65 H.19 to H.18 0.0 1.18 0.862 150.0 0.0012 1Uel 1 Utr 11.0 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 Page 10 31 TOWNHOMES UNIT B - One Head Calculation (H.12) 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 r DESIGN 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 B - 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 B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - 31 TOWNHOMES UNIT B 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 Listed Pres. at Start Point D MAXIMUM LISTED SPACING Point - 9 12 E S I G N Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: - 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) - 60 R Residual (Psi) - 55 Flow (Gpm) - 300 S Elevation - 100 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm P Location: P L Source of Information: Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Lo 0 N I0 NCCp 0) ,a) as N Q. 0 Water Supply Curve C Fittings Used Summary Cn 0 N 10 Mao a) CO CO 0 0 c). 2 2 0 U C U 3 d 1- 1-1r1 LJJ C m az U n u)2 c 0 Qch e- M N CO' -e- 000 0 e- 0 �- to e- e- 0 0 0 CO 0 V e-01000 0 aCoc0000 �Mnf� o 00 n o N CO CO 000 N 0 e- N LO LL) 000 CO 0 � -er CO 0 0 0 • O M M 0 0 0 N IO e -e -N N 0 00 O O e- A- N N 0 0 0 e-ne--000 e- cO e- - 0 0 0 O COn e- )O e- et. CO VIeN-N e—Me—CO ems— 0)- e - Ne - L-- O N e- n e- N e- e- r• N e- N e- M C c) N e- 113 -0 OLUOI-DDO Units Summary O C a E y .� O O y 5 ELcp L 5 N O mV of r m - -0 w L 7 y C y- 0 M 0 c -0 f0 O co .a y g 0 Q O y • > U C Z >.6 V yo 00Caaa) D w y Ca m 0 C N* (DE L m O - 2o OmL_E3c2 N LT L tE0 Cu * L o_C/) flfl co C6 'y0 O La U -O ya) (� C E w N yN o0 y UL Y�+U (n Ow N C 11 d N ' N E _E > Oco as al C0 O "d M C L O y c C Cr cn (2)al C -0 LE .0 y ` e - > C' C 0 3 3 o m a_cyo a) 'p y O O O N O - y C 7 0 chinC�O .may- J C y ? Q o C C .s2 a ,u2C may _ .. C 0.o C O ycl) 1730 E as -c D 3 LL N D 7,-.) F, > E �y '3 .0 a)- aU o3O o �a zw Coc a o Flow Summary - NFPA 2007 A-Pex Design Services, Inc. -EP Page 4 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) Date 8/5/2015 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available Flow 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 Page 5 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) 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 Page 6 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) 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 Uel 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 Uel 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 - A-Pex Design Services, 31 TOWNHOMES UNIT Hazen -Williams Inc. -EP B - Two Head Calculation (H.4 & H.3) Page 7 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 ****** T.38 -1.66 0.862 1 Utb 17.0 to 150.0 0.0 T.43 2.08 0.0034 0.0 2.000 14.000 16.000 18.117 0.0 0.055 Vel = 1.14 T.43 1.94 1.054 1 Utr 4.0 to 150.0 0.0 T.42 4.02 0.0043 0.0 6.000 4.000 10.000 18.172 0.0 0.043 Vel = 1.48 T.42 2.18 1.054 to 150.0 T.41 6.2 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 1.66 1.054 1 Utr 4.0 to 150.0 0.0 T.40 7.86 0.0150 0.0 4.000 4.000 8.000 18.224 0.0 0.120 Vel = 2.89 0.0 7.86 18.344 K Factor = 1.84 T.23 -3.87 0.862 1 Utr 2.0 to 150.0 0.0 H.3 -3.87 -0.0107 0.0 2.000 2.000 4.000 9.139 0.0 -0.043 Vel = 2.13 H.3 9.05 0.862 1 Utr 2.0 to 150.0 0.0 H.5 5.18 0.0184 0.0 9.000 2.000 11.000 9.096 0.0 0.202 K Factor = 3.00 Vel = 2.85 H.5 0.0 0.862 1 Uel 11.0 to 150.0 0.0 H.12 5.18 0.0184 0.0 17.000 12.000 29.000 9.298 0.0 0.534 Vel = 2.85 H.12 0.0 0.862 1 Uel 11.0 to 150.0 0.0 H.11 5.18 0.0184 0.0 4.000 12.000 16.000 9.832 0.0 0.294 Vel = 2.85 H.11 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.32 5.18 0.0182 0.0 2.000 2.000 4.000 10.126 0.0 0.073 Vel = 2.85 T.32 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.34 5.18 0.0185 0.0 2.000 2.000 4.000 10.199 0.0 0.074 Vel = 2.85 T.34 -1.92 0.862 2Utb 34.0 to 150.0 0.0 T.35 3.26 0.0078 0.0 12.000 28.000 40.000 10.273 3.465 0.312 Vel = 1.79 T.35 -0.82 0.862 1 Utr 2.0 to 150.0 0.0 T.33 2.44 0.0043 0.0 1.000 2.000 3.000 14.050 0.0 0.013 Vel = 1.34 T.33 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.31 2.44 0.0048 0.0 2.000 2.000 4.000 14.063 0.0 0.019 Vel = 1.34 T.31 1.68 0.862 2Utb 34.0 to 150.0 0.0 T.46 4.12 0.0120 0.0 14.000 28.000 42.000 14.082 3.465 0.505 Vel = 2.27 T.46 -1.94 0.862 1 Utr 2.0 to 150.0 0.0 H.22 2.18 0.0038 0.0 6.000 2.000 8.000 18.052 0.0 0.030 Vel = 1.20 H.22 0.0 0.862 1 Uel 11.0 to 150.0 0.0 T.45 2.18 0.0036 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 Page 8 31 TOWNHOMES UNIT B - Two Head Calculation (H.4 & H.3) 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 0.0 2.18 0.862 150.0 0.0038 0.0 0.0 0.0 4.000 0.0 4.000 18.133 0.0 0.015 Vel = 1.20 T.44 to T.42 T.34 to H.14 0.0 2.18 0.0 2.18 1.92 1.92 0.862 150.0 0.0037 1Utb 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 - A-Pex Design Services, 31 TOWNHOMES UNIT Hazen -Williams Inc. -EP B - Two Head Calculation (H.4 & H.3) Page 9 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 ****** 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 14.037 0.0 0.001 Vel = 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 1Uel 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 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 H.21 to T.43 T.38 to H.19 0.0 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 1Uel 1 Utr 11.0 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: STATIC P51: 60 PFSI17UAL P51: 55 CLOW GPM: 300 15' 20' OF 1-1/ 4" AQUAPFX FPOM TNF CPL TO 5,1 n 50' OF I-1/ 4" POLY MOM TNF MFTPP — 5/ 8" MFTPP I" COPPFP POM TNF 51M-1 CPL WA-'5M/IC� n�1'AIL N,T,5, 1HFPV 211\19 M051 HYI2PAULICALLY PFMOTF HFA125 HFAI2 # GPM PP55U1 Q'17 AT STPFFT F1,12 13 47.18 H.4 & H. 18 52.2 0 psc30-i4 0 C;�C�O-I2 0 6 2 PFLIAI3LF Model PFC30P1 C30 Concealed Pendent Sprinkler K-3, 155r, 3/ 8" Orifice, Maximum Spacing 14'x14' Sprinkler head demand: 10 qpm @ 11,11 ITLIA3LF Model PFC30I'FC30 Concealed Pendent Sprinkler K-5, 155F°, 3/ 8" Orifice, Maximum Spacing 12' x12' Sprinkler head demand: 9 qpm @ 9 PFLIAI3LF Model PFC49PFC49 Concealed Pendent Sprinkler K=4,9, I (5F ` , 3/ 8" Orifice, Maximum Spacing 16' xI6' Sprinkler head demand: 13 gpm @ 7,04 THIS 5UGGF5TFI7 LAYOUT 1513A5F12 UPON INFOPMA11ON PPOVII7FI713Y OTHFP5. CKANGF5 IN CON5TPUCTION Ot; FIFL12 CON121110N5 MAY OCCUP WHICH MAY !TOM CNANGF5 TO TNF LAYOUT, If 1511.1E PE5PON5I131UTY OF 11 -IF INSTAL -LFP TO NOTIFY APEX 12 51GN SFPVICFS O SUCH CHANGF5, CONaAF 2 AI2A91h1 M1111NG MOLIN11NG PE17\11, NEPA 1313 fAI31-F 7,5,5 ,3 NFPA 113 CLO 5,--15M1 \J<LN p�QUII MN1'S 13151"ANC�S FPOM HFA1" 50TC5 N.1.5. 8,63 SPPINKLFPS PANTFIF5 THAT (1) TIS APPA (2) Tl- LFA5f (3) T1I WALL5 LIMITFf7-COMI3U5TIPLF TYPF5 OF PULPING i SHALL NOI MFF1' ALL OF MC SPACE 171MFNSION ANP (FILINGS MATFPIAL5 CON5TPUCTION. NTS C3F PFQUIPFf2 IN CLOfl Of TTI FOLLOWING CONI21110N5: 120F5 NOf FXCFFP 24 1201;5 NOr EXCEED 3 Ff APF SUPFACFf2 WITH A5 f7FFINFf7 IN 9 s' 5 CLOSETS, LINEN CLOSETS, Ff2 (2,2 M2) . (0.9 M) , NONCOMPLISTI 3LF OP NFPA 220, 5fA.NI2APf2 ON �' oUNINSULATFi7 P 1F51GNFn 13Y: �� CHFCKFI713Y: IAT SOUPCF OPI7INNY N i. IN. INTiRMFPIATF TEMP IN.ANP MOM; EP TEE 5If2F OF FIPFPLACF 36" 12" MINIMUM cur LENGTH OF P 3-i/ 2". Maxim Off LENGTHFPONf OF rim 12". OF FIPF 60" 313"PLACF WOOf2NAMING 51-OVF 42" 12" KII-CPCN PANGF 18" 9. WALL OVEN 18" 9" irorEx rI HOT AIP FLUF5 18" 9" srINKLN?APAP1MUNIN5ULATtP HfAf 12UCf5 18" 9" I1 ,fi le, HOf WA11;P PIPF5 I2" 6" 5IPF OF HOf Alt? IPIPPUSPC; 24" 12" • CLO IZ,b SQ. FT `9 CLO 25,8 SQ, Ff o coL IZ SQ. Ff FPONf OF HOT A1P f7IFFUSFP 36" 18" FIFLP VFPIFY FINI51-E12 HOt WAV HUM 6" 311 FUPNACF 6" 3" (FILING MATFPIAL IV f7FTFPMINF MOUNTING I IGNT IZIMFNSION 6 OW -250W LIGHT FIXIUPF 6" 3" \ 5PPINKLFP PFOUIPFI2 519PINKLFP PFQUIPFI7 5PPINKLFP NOT P1;QUIPFI2 250W -499W LIGHT FIXTUPF 12" b" Without Comments As Noted in Re=d C7� Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City standards. Acceprar:;ce is subject to errors and omissions which do r.ci authorize violations of adopted standards anti ordin rtcs The resoonsib!iity for the adequacy of design totally with frit': designer. Additions, deletiolflese or^wings after- this fter this date wilt void .. eo a c''.,nd will require a resubmircai ot approvaf Final accepta. f4 ; _: ?: t !4% ca;' and inspection b The Tukwila Fire Pr ,vcn; Date: 15-14 (50 df I rf� ..,1:1-1,0k, I I Lip -ex'kvro- i I. 14 k'P') y t ,n � ! If F1 ( 1-) 4-e - �etoivt-A .. • ff Tl; KWILA FIRE DEPARTMENT Please can 206-575-4407 and gam this Fire Perrnit No. 14.5-/(e and enact address for shut- down or restoration approval. 1t: FC49-16 • sr LOO 0 5,1 VALVA KO';; 1-1/ G1 I AQ.,AP.X MOM 5.1 T'0 MAI \ 5MMKL,E LOOP PioO1/411_11,0" 56ONt2 1/41111,011 X00 COLOI& LINF YPE LFGFNP L3LUF LINF5= FFPn TO FIX11JPP5 (13ATN, 5NOWFP, FTC.) 6LACK LINF5= 5PPINKLPP HEAD TO 5PPINKLFP HFAt7, – I/ 2" PIPF 5IZF 1 – I" PIPP 5IZF 1 1/ 4" PIP 5IZF N01h5� IF A PIN 15 C3�ING IN51'A L-1 t7. KO MOPS 11HAN AN 8 P51 19I?�55UPM nPOP A1' 26 GPM 15 PQUIPH 7, A 1" APOLLO 6H,P OP 36HI,P SFES PPV 151COMM;NJ t3' . VK -I84-200 .SPY UPMIGH1' MUS113 IN511A-I,F2 I1\ A1"11C IF PUt?NACF 15 1, 0CA1? - - OCA'; n IN A1"11 C , CA.CU1,A110\5 HAVE At2 QUA ; 5APt 110 5UPPOFf -L A1319I110NA✓ FI1111\Gi (100 3 LOO 1/ 411_1 I,OII PAID ili]0 10 2fl1 TUKWILA FIRE NIDE SPFINKI,FF 1073147th P1 W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 5ALF5 PFP: PF5117FN11AL PIPF PPOTFCTION SYSTEM 1U13F TYPE: 1/ 2" TO I -I/ 2" AQUAPFX 5PPINKLFP INFOPMATION # OF HFAI75 THIS 51' FFT - 21 OF HEADS THIS J013 - 21 STATIC PPF55UI F 15– 60 4 NZ PPFLIM, & CONST, 8-5-2015 PFVI50N/ I55UF DATE r PPOJFCT #: 150805-02 COMPANY: CONTACT: MIKF OVFPI3FCK CONTACT PHONE it: 206-787-0259 SCALP: I/ 4" – 1 ' -0" 1F51GNFn 13Y: NOAH FAKMAN CHFCKFI713Y: 00