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HomeMy WebLinkAboutPP - 14406 34TH LN S - OVERBECK - PERMITS AND PLANS14406 34TH LN S ASSOCIATED PERMITS 16-5-170 D16-0168 444ttliwakil 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** Site Address: / � y0 (0 316 Tenant Name: Property Owner's Name: I (vYt ' $ f Mailing Address: Inc- S. j (Gid S`(r ✓•Jr.: INSPECTION NUMBER NSPECTION RECORD Retain a copy with Fmk 1)16,--0010t I i7 11-o PERMIT NUMBERS CITE' OF TUKWILA FIRE DEPARTMENT 706-575-4407 Project: d v &CC)‹. Type of•°7i: •;o • to • Address• Suite #: I ��' {z. Contact Person • 1 Special Instructions: 3. X,I Phone No.: Approved per applicable codes. [-I Corrections required prior to approval. COMMENTS: Sy t G7t /9-JOfi12-61441 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: -� l /0h ifrs.: / $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 NspfenON RECORD Retten a copy with permit BER PERNIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 0 lkiti3R-k- Type of Inspection: Gevril- gtitfiy0,&r- Address Suite #: t 4—tkOb 50" td S • Contact Person: / I Special Instructions: Phone No.: Approved per applicable codes. nCorrections required prior to approval. COMMENTS: 4-- 016 - Th COV- 7?-11/417?Az /5 /,.) rk-57->P4ss 41- ity00-0—e3k. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Fvtc24._A-3 Ai Date: /the/1,6 Hrs.: i fl $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 1.7 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' 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 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 ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - Listed Pres. at Start Point - 7.04 D E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added Additional Flow Added Elevation at Highest Outlet Note: 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 O)— a0 N ± c O c 0 To 0 m a> 2 m c a0 W' cm a) z U D N U W c0 rn= 0� x0 d~ Q M Fittings Used Summary N O 5 0 O 0 co a) w O C in ui F - VZ .2 a) Lu cn w C) 0 ()_ 0� x0 a)� a� ci cE cfo OZ J c iL Q T - M N .-OOT-x•000 e- tq • e- e- 0 0 0 U5 0 e • R_ -O) O OO O e -'et CO CO O OO O e- r- C .) 1- h 0 0 0 r- 0 e- Cs! CO COOOO N O e- CV O i1) O OO CO O co 0 0 0 • O e- e- c) 00 O O O N to e- e- N N 0 0 0 0 0 N N 0 0 0 CT • 001-.-000 .-r-,-,-000 T CO e- r 0 0 0 O CO h �O M N T- T- OD T- CV e - Me -CO '-O) V e -Ne- U5T ,- N r•Ne-fie- N rNe- 0') C) Ne - 0) U C UeD • CD w y M 0 v x oco;aa))ax) aa) o �o c ccc tU — • O= LL 7 7 7 oCrn(')rnQQQ 0 Uw(7H»> Units Summary 0 C ejO 2 a) O a)5 E u_ (6112O mCIS aazL5 co C 0) +� U 7 CO c -0-Fa O CIE a N f26 V O -c Z co > V C a�0-tiaom 0cn32-oa y U c o L O N S Sy.- to u) co O U C Cll C7' * a) - Cl) L L ". COco EwE3c0 p. au) L •@ S 5 a as L cc) L 'aYcQ.0oa 3 0 cn m43 a)0 co0-p� W +' C9 C O- O E a) 0 s a) O E.L 0 U L O ci0d mcp_c'y E _m > a "- C pa 3C L a& c N m* • co -O CO w C- e- ` L c >O3�,om QL a) 7 a) +L' L au)000 W C u) C "- Ta L co.- - w > 0 �' w N Oc0 EQ O J C.' E v� E • a) Q CcoD ..q. •••E' 0.0 C O N 'E N .-N -O a) ') a) -c D y - LL > O N y 2 E 03 o ai'-N aS • �o2 o0- U L 0_°'atid ZW o uu)) ( 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 Node at Static Residual Source Pressure Pressure SUPPLY ANALYSIS Available 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 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 13.0 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 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 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 UeI 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 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 - Hazen -Williams A-Pex Design Services, Inc. -EP 31 TOWNHOMES UNIT B - One Head Calculation (H.12) Page 7 Date 8/5/2015 Hyd. Qa Ref. Point Qt Dia. „CH 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 1 Uel 11.0 to 150.0 0.0 H.11 7.32 0.0349 0.0 4.000 12.000 16.000 7.040 0.0 0.558 Vel = 4.02 H.11 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.32 7.32 0.0350 0.0 2.000 2.000 4.000 7.598 0.0 0.140 Vel = 4.02 T.32 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.34 7.32 0.0348 0.0 2.000 2.000 4.000 7.738 0.0 0.139 Vel = 4.02 T.34 -3.26 0.862 2Utb 34.0 to 150.0 0.0 T.35 4.06 0.0117 0.0 12.000 28.000 40.000 7.877 3.465 0.469 Vel = 2.23 T.35 -2.80 0.862 1 Uel 11.0 to 150.0 0.0 H.17 1.26 0.0013 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 1 Utr 2.0 to 150.0 0.0 H.15 1.26 0.0014 0.0 10.000 2.000 12.000 11.841 0.0 0.017 Vel = 0.69 H.15 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.37 1.26 0.0013 0.0 8.000 2.000 10.000 11.858 0.0 0.013 Vel = 0.69 T.37 0.43 0.862 2Utb 34.0 to 150.0 0.0 T.36 1.69 0.0023 0.0 1.000 28.000 29.000 11.871 0.0 0.067 Vel = 0.93 T.36 5.59 1.054 1 Utr 4.0 to 150.0 0.0 T.40 7.28 0.0130 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 1 UeI 11.0 to 150.0 0.0 H.14 3.26 0.0078 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 1 Utr 2.0 to 150.0 0.0 T.29 3.26 0.0078 0.0 8.000 2.000 10.000 8.104 0.0 0.078 Vel = 1.79 T.29 0.0 0.862 1 Utr to 150.0 1 Utb T.30 3.26 0.0078 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 1 Utr 4.0 to 150.0 0.0 T.36 5.59 0.0079 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 Page 8 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 ****** 0.0 5.59 11.938 K Factor = 1.62 T.23 2.33 0.862 Wel 11.0 9.000 8.001 to 150.0 1 Utr 2.0 14.000 0.0 H.4 2.33 0.0042 0.0 23.000 0.097 Vel = 1.28 H.4 0.0 0.862 1 UeI 11.0 14.000 8.098 to 150.0 0.0 12.000 0.0 H.6 2.33 0.0042 0.0 26.000 0.110 Vel = 1.28 H.6 0.0 0.862 1 Utr 2.0 1.000 8.208 to 150.0 0.0 2.000 0.0 T.26 2.33 0.0040 0.0 3.000 0.012 Vel = 1.28 T.26 0.0 0.862 1 Utr 2.0 9.000 8.220 to 150.0 0.0 2.000 0.0 H.10 2.33 0.0043 0.0 11.000 0.047 Vel = 1.28 H.10 0.0 0.862 1 Utb 17.0 3.000 8.267 to 150.0 0.0 14.000 0.0 T.30 2.33 0.0042 0.0 17.000 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 1.000 11.811 to 150.0 0.0 2.000 0.0 T.33 2.8 0.0057 0.0 3.000 0.017 Vel = 1.54 T.33 0.0 0.862 1 Utr 2.0 2.000 11.828 to 150.0 0.0 2.000 0.0 T.31 2.8 0.0060 0.0 4.000 0.024 Vel = 1.54 T.31 0.29 0.862 2Utb 34.0 14.000 11.852 to 150.0 0.0 28.000 3.465 T.46 3.09 0.0070 0.0 42.000 0.296 VeI = 1.70 T.46 -1.47 0.862 1 Utr 2.0 6.000 15.613 to 150.0 0.0 2.000 0.0 H.22 1.62 0.0021 0.0 8.000 0.017 Vel = 0.89 H.22 0.0 0.862 1 UeI 11.0 2.000 15.630 to 150.0 0.0 12.000 0.0 T.45 1.62 0.0021 0.0 14.000 0.030 Vel = 0.89 T.45 0.0 0.862 0.0 4.000 15.660 to 150.0 0.0 0.0 0.0 T.44 1.62 0.0022 0.0 4.000 0.009 Vel = 0.89 T.44 0.0 0.862 1 Utb 17.0 2.000 15.669 to 150.0 1 Utr 2.0 16.000 0.0 T.42 1.62 0.0022 0.0 18.000 0.039 Vel = 0.89 0.0 1.62 15.708 K Factor = 0.41 T.25 0.99 0.862 1 Utr 2.0 3.000 11.844 to 150.0 0.0 2.000 0.0 T.28 0.99 0.0010 0.0 5.000 0.005 Vel = 0.54 T.28 -0.29 0.862 2Utb 34.0 10.000 11.849 to 150.0 0.0 28.000 0.0 T.27 0.7 0.0004 0.0 38.000 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 -0.27 0.862 1 UeI 11.0 5.000 to 150.0 0.0 12.000 H.7 0.43 0.0002 0.0 17.000 11.866 0.0 0.003 Vel = 0.24 H.7 0.0 0.862 1 Utr 2.0 7.000 to 150.0 0.0 2.000 T.37 0.43 0.0002 0.0 9.000 11.869 0.0 0.002 Vel = 0.24 0.0 0.43 11.871 K Factor = 0.12 T.28 0.28 0.862 1 UeI 11.0 3.000 to 150.0 0.0 12.000 H.8 0.28 0.0001 0.0 15.000 11.849 0.0 0.001 Vel = 0.15 H.8 0.0 0.862 1 UeI 11.0 4.000 to 150.0 0.0 12.000 H.9 0.28 0.0001 0.0 16.000 11.850 0.0 0.001 Vel = 0.15 H.9 0.0 0.862 1 Utr 2.0 3.000 to 150.0 0.0 2.000 T.31 0.28 0.0002 0.0 5.000 11.851 0.0 0.001 Vel = 0.15 0.0 0.28 11.852 K Factor = 0.08 T.27 0.27 0.862 1 Utr 2.0 12.000 to 150.0 0.0 2.000 H.1 0.27 0.0001 0.0 14.000 11.866 0.0 0.001 Vel = 0.15 H.1 0.0 0.862 2Uel 22.0 10.000 to 150.0 0.0 24.000 H.2 0.27 0.0001 0.0 34.000 11.867 0.0 0.003 Vel = 0.15 H.2 0.0 0.862 1 Utr 2.0 4.000 to 150.0 0.0 2.000 T.24 0.27 0.0 0.0 6.000 11.870 0.0 0.0 Vel = 0.15 0.0 0.27 11.870 K Factor = 0.08 T.46 1.46 0.862 1 Utr 2.0 6.000 to 150.0 0.0 2.000 H.21 1.46 0.0018 0.0 8.000 15.613 0.0 0.014 Vel = 0.80 H.21 0.0 0.862 1 UeI 11.0 6.000 to 150.0 1 Utb 17.0 26.000 T.43 1.46 0.0018 0.0 32.000 15.627 0.0 0.057 Vel = 0.80 0.0 1.46 15.684 K Factor = 0.37 T.38 1.18 0.862 1 Utr 2.0 1.000 to 150.0 0.0 2.000 H.19 1.18 0.0013 0.0 3.000 15.656 0.0 0.004 Vel = 0.65 H.19 0.0 0.862 1 Uel 11.0 9.000 to 150.0 1 Utr 2.0 14.000 H.18 1.18 0.0012 0.0 23.000 15.660 0.0 0.027 Vel = 0.65 H.18 0.0 0.862 1 Utb 17.0 8.000 to 150.0 0.0 14.000 T.41 1.18 0.0012 0.0 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 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 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 ( )NFPA 13R Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) (,)Other ( )Specific Ruling (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) - 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 C O 0 U To 0 0 m aI-- ▪ ' c m VZ 2 N � c W c 0 O = NZ 0?� N CL Q M co r- Oroti- N -O 3 N --E o v a) cLLaC0• c co a L11 (/) y N -NN OC) 6 @000=0v) E 4) 0 0 01.00 CO LO 223 y�0 u_ Dd Q 7 7 Q.° :0 O O N N a) X000 0 V CI 10 CO N 0- 0 0 0 0 0 0 O O O O O) 00 r- CO to CO N Q. W U) U) ) W O O O I0 M 0 LO 0 0 N O O O Fittings Used Summary Ws' E c LO (I)Z CD a) _r • C N .. LL Q M N O '- O T.. r- c•• 000 LE, 0 V •-0)000 0 r v CO CO 0 0 0 0 N CO CO 000 N 0 ,- N LL)U) 000 00 L) r r C) 0 0 0 . 0 -- C) C) 0 0 0 N It) N N 0 0 0 0 0 N N 0 0 0 n 00 000 L�,-,-000 CO -- 000 .LID- 0 CON. CI '- -O �N Bch e- CO V T -CV Tr e-lt7 N T- N, R,-- CA/ N ,- 0') C) N ,- 0) 0 o ? 3 m 0- to wm� ULT, >w , -O` tea), 03 L- a a) O •O C7 '• XD CD X X 00O3a)a)a) C9 O a a a Ce �: 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 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 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 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 A-Pex Design Services, Inc. -EP Page 7 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.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 1.66 1.054 1 Utr 4.0 4.000 to 150.0 0.0 4.000 T.40 7.86 0.0150 0.0 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 2.000 to 150.0 0.0 2.000 H.3 -3.87 -0.0107 0.0 4.000 9.139 0.0 -0.043 Vel = 2.13 H.3 9.05 0.862 1 Utr 2.0 9.000 9.096 to 150.0 0.0 2.000 0.0 H.5 5.18 0.0184 0.0 11.000 0.202 K Factor = 3.00 Vel = 2.85 H.5 0.0 0.862 1 Uel 11.0 17.000 9.298 to 150.0 0.0 12.000 0.0 H.12 5.18 0.0184 0.0 29.000 0.534 Vel = 2.85 H.12 0.0 0.862 1 UeI 11.0 4.000 9.832 to 150.0 0.0 12.000 0.0 H.11 5.18 0.0184 0.0 16.000 0.294 Vel = 2.85 H.11 0.0 0.862 1 Utr 2.0 2.000 10.126 to 150.0 0.0 2.000 0.0 T.32 5.18 0.0182 0.0 4.000 0.073 Vel = 2.85 T.32 0.0 0.862 1 Utr 2.0 2.000 10.199 to 150.0 0.0 2.000 0.0 T.34 5.18 0.0185 0.0 4.000 0.074 Vel = 2.85 T.34 -1.92 0.862 2Utb 34.0 12.000 10.273 to 150.0 0.0 28.000 3.465 T.35 3.26 0.0078 0.0 40.000 0.312 Vel = 1.79 T.35 -0.82 0.862 1 Utr 2.0 1.000 14.050 to 150.0 0.0 2.000 0.0 T.33 2.44 0.0043 0.0 3.000 0.013 Vel = 1.34 T.33 0.0 0.862 1 Utr 2.0 2.000 14.063 to 150.0 0.0 2.000 0.0 T.31 2.44 0.0048 0.0 4.000 0.019 Vel = 1.34 T.31 1.68 0.862 2Utb 34.0 14.000 14.082 to 150.0 0.0 28.000 3.465 T.46 4.12 0.0120 0.0 42.000 0.505 Vel = 2.27 T.46 -1.94 0.862 1 Utr 2.0 6.000 18.052 to 150.0 0.0 2.000 0.0 H.22 2.18 0.0038 0.0 8.000 0.030 Vel = 1.20 H.22 0.0 0.862 1 UeI 11.0 2.000 18.082 to 150.0 0.0 12.000 0.0 T.45 2.18 0.0036 0.0 14.000 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 B - Two Head Calculation (H.4 & H.3) 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 ****** T.45 0.0 to T.44 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 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 1UeI 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 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 0.862 150.0 0.0023 1UeI 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 1UeI 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 A-Pex Design Services, Inc. -EP Page 9 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.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 2UeI 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 T.38 to H.19 0.0 1.94 0.0 1.94 1.66 1.66 0.862 150.0 0.0030 1 UeI 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 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 5LIPFLY: 51-A11C 1951: 60 Pe5112LIAL P51: 55 FLOW GPM: 300 20' OF 1-1/ 4" AQUAPEX FPOM THE CPL TO 5.1 n 50' OP 1-1/ 4" POLY FPOM TI -F MMD - 5/ 8" METED 15' OF 1" COPPED FPOM THE 511 f CPL WA1"�t? 5ma M1"AIL N,T,S, I HEAD 2 HEAD MO5T HYI2PAULICALLY DEMOTE HEA195 HEAP # GPM PPF55L N12 H.4&H,5 13 18 f DFQ'P AT STPFET 47,18 52,2 1TC30-14 0 TM -12 O ?FC49-I6 PFLIAI3LE Model PFC302PC30 Concealed Pendent Sprinkler 6 K-5, 155F*, 3/ 8" Orifice, Maximum Spacing 14'x14' Sprinkler head demand; 10 qpm 11.11 14 PFLIA13LE Model P.FC30PPC30 Concealed Pendent Sprinkler K-5, 155F' , 3/ 8" Orifice, Maximum Spacing 12'x12' Sprinkler head demand; 9 gpm @ 9 DFLIAT3LE Model PFC49PPC49 Concealed Pendent Sprinkler K=4,9, 1.55F°, 3/ 8" Orifice, Maximum Spacing 16' x16' Sprinkler head demand; 13 qpm ' 7.04 Th15 SUGGESTED LAYOUT 1513A5EP UPON INFOPMATION PPOVIPFP 13Y OfHEPS, CHANGES IN CONS -MCI -ION OC? FIELD CON171110N5 MAY OCCUP WHICH MAY PFQUIPF CHANGES TO THE LAYOUT, If 15 THE IPSPON51131LITY OF THE INSTALLED TO NO11FY APEX PFSIG,N 5EPVICE5 OF SUCH CHANGES, CONCF&H? Al9A9tV F1111NG MOUNTING MfAll, NEPA 13121-A13I,7,5. .5 N�pA 1312 C1,051" SppINCLNp p�QUI1 MN1'S 12151"ANCF5 FI OM NSA-" 50URC5 ".r,5, 8.6. ANP SPC?INKI Et PANTIIES THAI* (1) 11-E AMA (2) 11 LEAsr (3) a WALLS LIMIIV12-COMt3U51113LF 1YPF5 OF I3UILt2ING Nrs 5 SHALL I NOr 13E f Ql 11 f7 IN CLO MFFr ALL OF 11-E FOLLOWING CONP1110N5: OF TIdF SPACE 120E5 N01 EXCEED 24 PIMFIJSION DOES Nat -EXCEED 3 Ff ANP (FILINGS AM 5UPFACEP WIN MATI;IJA1-5 A5 f7FFINF(7 IN CON511 UC110N, g' 8" 5 O O5F 15, F12 (2.2 (0,9 M) NONCOM:1.15111XF NFPA 220, I IN N C O5r5, M2) . , OP. 5fANPAF12 ON �" y P MIKE OVE1:I3CK CONTACT PHONE #: r `l � I Ar SOUr?CE OP12INAM'M 11 . IN, IN1EPJv1EPIA11 TAMP IN. DESIGNEE 13Y: NOAH FAKMAN CHECKED 13Y: t FROM EP TEE 51f7F OF FREPLACE 36" 12" MINIMUM arr LENGTH a PIPE 3 v 2 , MAXIMUM Mr ��NGTN on PIPE 12", Ff?ON1 OF FI PLACE 60" 36" WOOF f3f lt?NING STOVE 42" 12" KliCFEN M1GE 18" 9" WALL OVEN 18" 9" PkOPEX FEE HOr All', FLUES 18" 9" 51f nnAPIM UNIN5ULAIFP F Af 17UCf5 18" 9" W ,x¢ r- ,fir "I 'I UNINSULA11 17 HI Or WAT PIPES 12" 6" SIDE OF NOTATE 171FFU5FI: 24" 12" \ • FPONf OF N0f AII:171FFU5FI: 56" 18" - \ CLO 12.6 SQ, Ff N CLO 25,8 SQ, Ff o `� CLO 12 5Q, Ff FIELD VWIFY FINISHER 1-101-WATEE I -EAT R 6" 3" FUPIJACE 6" 3.. ' CEILING MATFIJAL 1012F1fFMINE MOUNTING DIGHT 121MN5ION OW -250W LIGNr FIXIUM 6" 3" O 519PINKLFI? P.EQUIFE12 sionNim PEQUIPEP 5PPINKLFP NOr MQUIM17 250W 499W LIGNr riffle 6" These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance vyith current City standards. Accepr it. is subject to moors and omissions which r'o authorize violations of adopted i standaros asci o ,,.: +La= The responsibility for the adequacy of design #otally with the designer. Additions, deletion:=., ,.ions to these drawings after; this date win cr}ranio and will require a resubmittal « rzylsi.i sn s for subsequent approv Final acceptance is subject KO field test and inspection The Tukwila Fire Prevention Bureau. Date: c/S, 17 - / By: / J tifro 1111('', givc _1(42:1_5:112.0 d exact --t .r-- f .ti t��6,7 Eats` » E�.';�J for shut- down down or rest, edon approval. TC49-1G U • loo/ I/411_11,011 05� goo 0 5,1 VAS Vg / \O/G11AOUAP X MOM 5,1 -10 MAI \ SIT I \ KI,11 LOOP MOO 2 5 6O\12 LOO 0 \ 1/ 411_11.011 COLOr/ LIND'Ft L�G�N12 131 -LIE LINES- FEED TO FIXTUPF5 (BATH, SHOWW, FTC,) , 6LACK LlNES= SPDINKLEP HEAP TO 5PPINKLEP HEAP, ,z I/ 2" PIPE SIZE - I" PIPE SIZE i%; - I-1/ 4" PIPE SIZE IF A PIN 15 3FING IN51"A,I,F12, NO MO F 11 -IAN AN 8 P5I Pt55.,1?E 2POP A1" 26 GPM 15 FWUh1 13. A I" AP01. 0 6F1.F OF 56HL-F 5n5 PIN 15 PFCOMMFNnHnI VK -184-200 21 Y UM IGH1' MU51' 3� IN51'AlIFP IN A1"11C IF FUENACF 15 LOCA -r.3 IL -OCA -'r IN Ar110E CA-CWA110\5 NAVA AnWUA1'; 5Aft 1"0 5UPPOF1"A2EI11ONAL LOO 0 10/ I/ 41i_I 1,011 A110 PAID AU L. 1`✓ 201fi TUKWILA FIRE a�9o�,of s, FII 5PFIk.KL1? 10731 47th PI W Mukilteo, WA 98275 PH: 425-493-9680 FAX: 425-493-9717 SALES DFP: PFSIPENI1AL FIPE PDO1EC110N 5Y51EM 11,113E TYPE: I/ 2" TO I-1/ 2" AQUAPEX SPPINKLEP INFOPMA11ON it OF HEAPS 11-115 SHEET - 21 OF HEAPS 11-115 J013 - 21 STATIC PPESSUPE 15- 60 I� I PI* LTM, & CONST, 8-5-2015 2 PFVI5ON/ ISSUE PATE 40/ qr PDOJECT 4: 150805-02 COMPANY: CONTACT; MIKE OVE1:I3CK CONTACT PHONE #: 206-787-0259 SCAL: I/ 4" - 1' -O" DESIGNEE 13Y: NOAH FAKMAN CHECKED 13Y: t 00