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PP - 14405 44TH LN S - RESIDENCE - PERMITS AND PLANS
14405 44TH LN S ASSOCIATED PERMITS 16-S-008 D15-0166 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.: 0040000378 Site Address: 14405 44 LN S, Tukwila BLDG Permit# D15 0166 Suite Number: Floor: Tenant Name: New Tenant? ❑ - Yes ❑ - No Property Owner's Name: Damian Norris Mailing Address: 2053 Faben Dr. Mercer Island WA 98040 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Clyde J. Ward Jr. Day Telephone: 253 606 4966 Company Name: Peltram Plumbing Mailing Address: 1929 West Valley Hwy S. Auburn WA 98001 E-mail Address: clydew@peltramplumbing.com City Fax Number: 253 891 9248te Zip Contractor's City of Tukwila Business License number: Total number . elocated devices or sprinkler heads: 28 Valuation of Project (contractor's bid price): $ 7000 Scope of Work (please provide detailed information): Install NFPA13D Multipurpose Fire Sprinkler System 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 AUTHORIZED AGENT: Signature: Print Name: Clyde J. Ward Jr. Plan Permit App.doc Date: 01/05/2016 Day Telephone: 253 606 4966 8/22/14 TFD FP Form 8 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit P/5- - 0/6,6 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:Type ,4-•er j--04— g' of Inspection, F( rt.. -15- i itAite, Address: /tiqo-g' Suite #: qt0 - U) S Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fj6e-c,,AA-e_ ----bk_ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: L c2 Date: 06//6 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: Zips: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit .� — 0 166 5—meg PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Pros N Sprinklers: Fire Alarm: Type p Inspection: AM -Z., Address: jN ( Suite #: / t-/1,(4-%. j_h,s Contact Person: Special Instructions: Phone No.: itam pproved per applicable codes. Corrections required prior to approval. COMMENTS: sP s, NX - d� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,f, .— Date: 6/jq/too Hrs.: I $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 r# -S do 6 - vl 2(p PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: �� _ Type of I� on�c-U?/�-fryILL X Address: Suite #: )WQS V'A , Contact Perso . Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Fiatt-e-it /83,, —fess. f4�S ./c. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: . c 3 Date: _?/e14 Hrs.: Z. 0 $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 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Clyde James Ward Jr. 2970-0908-A Peltram Plumbing Inc, PELTTRPI075DZ lJ,� -I Slgna�we Nech&iica C Peltram Plumbing, Inc. 1929 West Valley Hwy. S. Suite 101 Auburn, WA 98001 Job Name : Foster Lane Address : 14405 44 LN S, Tukwila Lot# : 08 Building Permit# : D15 0166 Assessor PIN# : 0040000378 System Type : NFPA 13D (2013) 3.3.9.3* Multi -Purpose Piping System. Plan# : FLNO8 Alicia GR 01-05-2016 Computer Repeals by Hydrated Ino. Route 111 Windham N,FI, USA 030V Peltram Plumbing, Inc. HYDRAULIC CALCULATIONS for Date: 01/05/2016 Project Name : Foster Lane Location Plan# Date AHl : 14405 44LN S, Tukwila : FLNO8 Alicia GR 01-05-2016 : 01/05/2016 : City of Tukwila SYSTEM DESIGN NOTES Type of Calculation - NFPA 13D (2013) Hydraulically Most Remote 2 Sprinklers Calculated Hydraulically Most Remote Single Sprinkler Calculated Occupancy Classification Density Model# of Sprinklers Calculated Sprinkler Coverage RFC30 12'-14' Spacing Sprinkler Coverage RFC43/49 12'-16'-18'-20' Spacing • Number of Sprinklers Calculated Listed Flow/Pressure @ Remote Head H.4 Listed Flow/Pressure @ Remote Head H.16 Listed Flow/Pressure @ Remote Head H.27 Maximum Listed Spacing Elevation @ Highest Point WATER SUPPLY INFORMATION Date: Location: Source: NAME OF CONTRACTOR Peltram Plumbing, Inc. 1929 West Valley Hwy. S. Suite 101 Auburn, WA 98001 Main 253-891-8781 Fax 253-891-9248 Designer of Record Clyde James Ward Jr. #2970-0908-A : H.1, H.14 : H.27 : NFPA 13D :.05 gpm/sqft. : Reliable Model RFC : 144/196 sqft. :144/256/324/400sgft. :2 : RFC49-16 13gpm @ 7psi : RFC49-16 13gpm @ 7psi : RFC49-20 20gpm @ 16.7psi : 20'x20' : 36' Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FLNO8 Alicia GR 01-04-2015 Summary of All Hydraulic Calculations HydraCAD-R v4.0 Uponor Page 1 x Date 1/5/2016 ************************************************** Most Demanding Calculation Summary: Hydraulically Most Remote single Sprinkler: Reference Point H.27 Design Flow at Manifold 20 Total Flow at Supply 20 Design Pressure at Supply 50.92 Pressure Available at Total Flow 74.22 Pressure Safety Margin 23.3 Hydraulically Most Remote 2 sprinkler Calculation: Reference Point 1 H.1 Reference Point 2 H.14 Design Flow at Manifold 26.0045 Total Flow at Supply . 26.0045 Design Pressure at Supply 56.23 Pressure Available at Total Flow 73.74 Pressure Safety Margin 17.51 ************************************************** ************************************************************* Calculated Results Color Legend: Color Code Level of Pressure Demand Design Pressure Required Red ****** Most Demanding 56.23 psi Yellow **** Intermediate Demand 40.40 - 56.22 psi Green ** Least Demanding 24.56 - 40.39 psi ************************************************************* ****************************************************************** Sprinkler Flow - Supply & Manifold Pressure Summary 1st 1st 2nd 2nd Sprk Design Test Head K- Head K- Flow SupplyManifold Demand Ref Factor Ref Factor (gpm) Press -psi Press -psi Level H.1 4.9 13.0 27.86 13.30 Green ** H.2 4.9 13.0 27.08 12.51 Green ** H.3 4.9 13.0 27.52 12.95 Green ** H.4 4.9 13.0 27.51 12.94 Green ** H.5 4.9 13.0 32.85 18.29 Green ** H.6 4.9 13.0 31.29 16.72 Green ** H.7 3 9.0 24.56 12.30 Green ** H.8 4.9 13.0 30.96 16.39 Green ** H.9 4.9 17.0 43.58 26.08 Yellow **** H.10 4.9 13.0 26.87 12.30 Green ** H.11 4.9 20.0 50.38 30.13 Yellow **** summary of All Hydraulic Calculations HydraCAD-R v4.0 uponor Page 2 x Date 1/5/2016 Page 1 FLN08 Alicia GR 01-04-2015 Sprinkler Flow - Supply & Manifold Pressure Summary (con't.) 1st 1st 2nd 2nd Sprk Design Test Head K- Head K- Flow Supply Manifold Demand Ref Factor Ref Factor (gpm) Press -psi Press -psi Level H.12 4.9 13.0 30.16 15.59 Green H.13 4.9 13.0 30.98 16.41 Green H.14 4.9 13.0 27.81 13.24 Green H.15 4.9 13.0 25.28 10.71 Green H.16 4.9 13.0 25.30 10.73 Green H.17 3 10.0 30.86 18.08 Green H.18 3 10.0 29.82 17.04 Green H.19 3 10.0 30.13 17.35 Green H.20 3 10.0 32.78 20.00 Green H.21 4.9 13.0 31.95 17.38 Green H.22 4.9 13.0 32.30 17.73 Green H.23 3 10.0 31.66 18.88 Green H.24 3 10.0 34.71 21.93 Green H.25 4.9 13.0 26.13 11.56 Green H.26 4.9 13.0 26.66 12.10 Green H.27 4.9 20.0 50.92 30.66 Yellow H.28 4.9 13.0 29.73 15.16 Green H.6 4.9 H.13 4.9 26.1 52.73 25.84 Yellow H.23 3 H.17 3 20.3 44.52 24.09 Yellow H.17 3 H.18 3 20.4 41.35 20.78 Yellow H.18 3 H.19 3 20.2 39.45 19.11 Green H.19 3 H.20 3 21.2 45.74 24.38 Yellow H.20 3 H.24 3 20.9 54.91 33.81 Yellow H.1 4.9 H.14 4.9 26.1 56.23 29.40 -Red- H.2 4.9 H.1 4.9 26.7 49.75 21.98 Yellow H.14 4.9 H.15 4.9 28.0 48.70 19.36 Yellow H.2 4.9 H.15 4.9 27.2 45.65 17.32 Yellow H.15 4.9 H.16 4.9 26.1 47.32 20.49 Yellow H.16 4.9 H.3 4.9 27.5 45.92 17.31 Yellow H.3 4.9 H.2 4.9 26.1 54.95 28.02 Yellow H.26 4.9 H.25 4.9 26.2 50.53 23.59 Yellow H.25 4.9 H.28 4.9 28.8 55.51 25.00 Yellow H.16 4.9 H.7 3 23.4 39.39 15.65 Green H.3 4.9 H.7 3 24.0 51.59 27.14 Yellow ****************************************************************** Note: TEST MANIFOLD PRESSURE includes 7' elevation adjustment for relocation of orifice created by test device ************************************************** Sprinkler Interconnection verification summary Head Non- Total Required Ref: Flowing Flowing Cont'ns Pressure (psi) H.1 2 0 2 27.86 H.2 2 0 2 27.08 H.3 2 0 2 27.52 H.4 2 0 2 27.51 H.5 1 0 1 32.85 H.6 2 0 2 31.29 H.7 2 0 2 24.56 H.8 1 0 1 30.96 H.9 1 0 1 43.58 H.10 2 0 2 26.87 H.11 2 0 2 50.38 H.12 1 0 1 30.16 H.13 2 0 2 30.98 H.14 2 0 2 27.81 H.15 2 0 2 25.28 Page 2 FLNO8 Alicia GR 01-04-2015 H.16 2 0 2 25.30 H.17 2 0 2 30.86 H.18 2 0 2 29.82 H.19 2 0 2 30.13 H.20 2 0 2 32.78 H.21 2 0 2 31.95 H.22 2 0 2 32.30 H.23 2 0 2 31.66 H.24 2 0 2 34.71 H.25 2 0 2 26.13 H.26 2 0 2 26.66 H.27 2 0 2 50.92 H.28 2 0 2 29.73 ************************************************** Pipe Lengths Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 1 T.31 - T.29 = 19 19 2 T.29 - H.2 = 1 1 3 H.1 - H.6 = 24 24 4 H.3 - H.4 = 10 10 5 H.2 - H.3 = 11 11 6 T.31 - T.30 = 1 1 7 T.30 - H.5 = 6 6 8 H.6 - T.31 = 7 7 9 H.4 - T.32 = 5 5 10 T.32 - H.7 = 1 1 summary of All Hydraulic Calculations HydraCAD-R v4.0 Uponor Page 3 x Date 1/5/2016 Pipe Lengths (con't.) Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 11 H.7 - H.8 = 6 6 12 T.34 - T.30 = 9 9 13 H.1 - H.14 = 13 13 14 T.32 - H.11 = 5 5 15 H.9 - T.33 = 3 3 16 H.10 - T.33 = 19 19 17 H.11 - H.10 = 6 6 18 H.13 - T.34 = 8 8 19 H.12 - T.36 = 3 3 20 T.37 - T.34 = 3 3 21 H.16 - H.15 = 11 11 22 H.13 - H.14 = 26 26 23 T.35 - T.36 = 15 15 24 T.38 - H.15 = 1 1 25 T.37 - T.38 = 21 21 26 T.33 - T.39 = 8 8 27 H.16 - T.35 = 6 6 28 T.36 - T.40 = 4 4 29 T.43 - T.37 = 4 4 30 H.19 - H.20 = 10 10 31 T.42 - T.43 = 4 4 32 T.41 - T.42 = 2 2 Page 3 FLNO8 Alicia GR 01-04-2015 33 T.43 - H.19 = 1 1 34 T.41 - T.40 = 1 1 35 T.40 - H.18 = 3 3 36 T.39 - H.17 = 4 4 37 H.18 - T.39 = 6 6 38 T.44 - H.21 = 2 2 39 H.20 - T.45 = 4 4 40 T.41 - S.1 = 21 21 41 H.21 - T.46 = 3 3 42 T.46 - T.45 = 17 17 43 T.47 - T.42 = 9 9 44 H.22 - T.44 = 7 7 45 H.17 - H.23 = 10 10 46 T.45 - H.24 = 6 6 47 H.26 - H.25 = 18 18 48 T.49 - T.47 = 17 17 49 T.48 - H.22 = 2 2 50 H.26 - H.23 = 23 23 51 H.24 - T.48 = 20 20 52 H.27 - T.47 = 2 2 53 H.25 - T.49 = 1 1 54 H.27 - T.50 = 8 8 Summary of All Hydraulic Calculations HydraCAD-R v4.0 Uponor Page 4 x Date 1/5/2016 Pipe Lengths (con't.) Pipe From To Computer Calc'd Ref. Hd Ref Hd Ref Length Length 55 H.28 - T.50 = 17 17 56 H.28 - T.51 = 1 1 57 T.51 - T.50 = 18 18 Total Pipe Length = 493 493 Page 4 Water Supply Curve C c0 0 N N 0 Fittings Used Summary CO 0 N_ N � N N as d O N CC) CO N O co CO M N • ) N 000 CO O 0 0 0 LC) (0 0 000 0) ' O 000 v CO CO u, 000() r- 0 0 0 CV 000N CO f0 N O 0 0 0 N CA LO OD CA 0 0 0 .- • c+) 0 0 0 N CA 0 0 0— N N O O 0 0 0 N N 0 0 0 CO 000n 0 0 0 CO n LO c0 N Ch 0 0 O 0 • N )1 LL E LL C C C CD CO 0 0 0 0 CO 0) CNI CNA f ) N N N ▪ N NC M O Cc CO CD CO CO OD m m CO 03 NI• ca cc Co C? CO 0 0 0 0)MJ O J(OJ V o 'o X X X LL LL LL ▪ N co N O N 0 M C N L N N CU 0) C`0 OCN N co r-) N N N N O O N 0 ) 7 y G) 0) 0) Ca 0) CT c c c z w c7 NC.L O CIMLL Cn co N in N P2LmEU) 2— 3 2= c d as 3 L � Cn w (5 � > O «N. NCL mJL>>m n1 "XL -- G) Not NCh O> 0 N N0) 00 C 0)ci 0)HH0.). c1Zelco WWW<CN<Cn ¢ ¢ C ¢ ¢ aaaa3axaa 2 2 2 LL 0 LL u LL a`acLZ ZZ zz x « mmmLuu_0CL X Units Summary Flow Summary - NFPA 2007 Uponor Page 3 x - Two Head Calculation (H.1 & H.14) Date 1/5/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 75.0 20 200.0 73.737 26.0 56.229 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HDI 111.0 H.1 112.0 H.6 124.0 T.31 124.0 T.29 112.0 H.2 112.0 H.3 112.0 H.4 112.0 T.32 112.0 H.11 112.0 H.10 112.0 T.33 124.0 T.39 124.0 H.18 124.0 T.40 124.0 T.41 124.0 S.1 106.0 ADFL 100.0 MTR 100.0 CITY 100.0 HD14 111.0 H.14 112.0 H.13 124.0 T.34 124.0 T.37 124.0 T.43 124.0 T.42 124.0 T.30 124.0 T.38 112.0 H.15 112.0 H.16 112.0 T.35 112.0 T.36 124.0 H.17 124.0 H.23 124.0 H.26 112.0 H.25 112.0 T.49 112.0 T.47 124.0 4.9 7.04 13.0 6.64 10.31 12.66 19.41 19.84 20.7 21.69 22.11 22.67 23.15 19.68 20.38 20.83 21.07 21.62 32.43 42.19 47.94 56.23 4.9 7.04 13.0 6.64 10.66 13.89 16.44 18.52 20.38 12.8 23.29 23.36 24.29 24.85 20.74 20.38 20.38 25.58 25.58 25.58 20.38 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 Uponor x - Two Head Calculation (H.1 & H.14) Page 4 Date 1/5/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Uponor Page 5 x - Two Head Calculation (H.1 & H.14) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** *Remote Head to Supply HD1 111 4.90 13.00 1 0.0 1.000 150 7.040 to 0.0 0.0 -0.433 H.1 112 13.0 1.101 0.0 1.000 0.0310 0.031 Vel = 4.38 H.1 112 -0.20 0.75 Btr 0.3 24.000 150 6.638 to Bel 2.2 2.500 -5.197 H.6 124 12.8 0.67 0.0 26.500 0.3348 8.871 Vel = 11.65 H.6 124 0.0 0.75 0.0 7.000 150 10.312 to 0.0 0.0 0.0 T.31 124 12.8 0.67 0.0 7.000 0.3349 2.344 Vel = 11.65 T.31 124 -6.94 0.75 Btb 0.8 19.000 150 12.656 to 0.0 0.800 5.197 T.29 112 5.86 0.67 0.0 19.800 0.0788 1.560 Vel = 5.33 T.29 112 0.0 0.75 2Bel 4.4 1.000 150 19.413 to 0.0 4.400 0.0 H.2 112 5.86 0.67 0.0 5.400 0.0787 0.425 Vel = 5.33 H.2 112 to H.3 112 0.0 0.75 5.86 0.67 0.0 11.000 150 19.838 0.0 0.0 0.0 0.0 11.000 0.0787 0.866 Vel = 5.33 H.3 112 0.0 0.75 Bel 2.2 10.000 150 20.704 to Btr 0.3 2.500 0.0 H.4 112 5.86 0.67 0.0 12.500 0.0788 0.985 Vel = 5.33 H.4 112 0.0 0.75 Btr 0.3 5.000 150 21.689 to 0.0 0.300 0.0 T.32 112 5.86 0.67 0.0 5.300 0.0787 0.417 Vel = 5.33 T.32 112 0.0 0.75 Bel 2.2 5.000 150 22.106 to 0.0 2.200 0.0 H.11 112 5.86 0.67 0.0 7.200 0.0789 0.568 Vel = 5.33 H.11 to H.10 112 112 0.0 0.75 5.86 0.67 0.0 6.000 150 22.674 0.0 0.0 0.0 0.0 6.000 0.0787 0.472 Vel = 5.33 H.10 112 0.0 0.75 Btb 0.8 19.000 150 23.146 to Bel 2.2 3.000 -5.197 T.33 124 5.86 0.67 0.0 22.000 0.0788 1.733 Vel = 5.33 T.33 124 0.0 0.75 Btb 0.8 8.000 150 19.682 to 0.0 0.800 0.0 T.39 124 5.86 0.67 0.0 8.800 0.0787 0.693 Vel = 5.33 T.39 124 to H.18 124 -0.15 0.75 5.71 0.67 0.0 6.000 150 20.375 0.0 0.0 0.0 0.0 6.000 0.0752 0.451 Vel = 5.20 H.18 124 0.0 0.75 Btr 0.3 3.000 150 20.826 to 0.0 0.300 0.0 T.40 124 5.71 0.67 0.0 3.300 0.0752 0.248 Vel = 5.20 T.40 124 5.44 0.75 Btb 0.8 1.000 150 21.074 to Btr 0.3 1.100 0.0 T.41 124 11.15 0.67 0.0 2.100 0.2590 0.544 Vel = 10.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 6 x - Two Head Calculation (H.1 & H.14) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** T.41 124 14.85 1.25 T 8.283 21.000 150 21.618 to 0.0 2.614 7.796 S.1 106 26.0 1.069 0.0 23.614 0.1277 3.015 Vel = 9.29 S.1 106 0.0 1.25 2E 6.627 30.000 150 32.429 to Pry 0.0 2.614 5.599 * * Fixed Loss = 3 ADFL 100 26.0 1.069 Fsp 0.0 32.614 0.1276 4.163 Vel = 9.29 ADFL 100 0.0 1.25 E 3.179 100.000 150 42.191 to T 6.358 9.536 0.0 MTR 100 26.0 1.283 G 0.0 109.536 0.0525 5.751 Vel = 6.45 MTR 100 0.0 1 E 2.778 25.000 150 47.942 to T 6.945 9.722 3.000 * * Fixed Loss = 3 CITY 100 26.0 1.031 G 0.0 34.722 0.1523 5.287 Vel = 9.99 Xwm 0.0 0.0 CITY 26.00 56.229 K Factor = 3.47 *New Path HD14 111 4.90 13.00 1 0.0 1.000 150 7.042 to 0.0 0.0 -0.433 H.14 112 13.0 1.101 0.0 1.000 0.0310 0.031 Vel = 4.38 H.14 112 to H.13 124 0.20 0.75 13.2 0.67 0.0 26.000 150 6.640 0.0 0.0 -5.197 0.0 26.000 0.3545 9.218 Vel = 12.01 H.13 124 0.0 0.75 Btb 0.8 8.000 150 10.661 to Btr 0.3 1.100 0.0 T.34 124 13.2 0.67 0.0 9.100 0.3545 3.226 Vel = 12.01 T.34 124 6.95 0.75 Btr 0.3 3.000 150 13.887 to 0.0 0.300 0.0 T.37 124 20.15 0.67 0.0 3.300 0.7748 2.557 Vel = 18.34 T.37 124 -5.44 0.75 Btb 0.8 4.000 150 16.444 to 0.0 0.800 0.0 T.43 124 14.71 0.67 0.0 4.800 0.4329 2.078 Vel = 13.39 T.43 124 0.0 0.75 Btr 0.3 4.000 150 18.522 to 0.0 0.300 0.0 T.42 124 14.71 0.67 0.0 4.300 0.4328 1.861 Vel = 13.39 T.42 124 0.15 0.75 Btb 0.8 2.000 150 20.383 to 0.0 0.800 0.0 T.41 124 14.86 0.67 0.0 2.800 0.4411 1.235 Vel = 13.52 0.0 T.41 14.86 21.618 K Factor = 3.20 *New Path H.1 112 0.20 0.75 Bel 2.2 13.000 150 6.638 to 0.0 2.200 0.0 H.14 112 0.2 0.67 0.0 15.200 0.0001 0.002 Vel = 0.18 H.14 0.0 0.20 6.640 K Factor = 0.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 7 x - Two Head Calculation (H.1 & H.14) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf Notes ****** *New Path T.31 124 6.94 0.75 Btr 0.3 1.000 150 12.656 to 0.0 0.300 0.0 T.30 124 6.94 0.67 0.0 1.300 0.1077 0.140 Vel = 6.32 T.30 124 0.0 0.75 Btr 0.3 9.000 150 12.796 to Btb 0.8 1.100 0.0 T.34 124 6.94 0.67 0.0 10.100 0.1080 1.091 Vel = 6.32 T.34 *New Path 0.0 6.94 13.887 K Factor = 1.86 T.37 124 5.44 0.75 Bel 2.2 21.000 150 16.444 to Btb 0.8 3.000 5.197 T.38 112 5.44 0.67 0.0 24.000 0.0688 1.652 Vel = 4.95 T.38 112 to H.15 112 0.0 0.75 5.44 0.67 0.0 1.000 150 23.293 0.0 0.0 0.0 0.0 1.000 0.0680 0.068 Vel = 4.95 H.15 112 0.0 0.75 Btr 0.3 11.000 150 23.361 to Bel 2.2 2.500 0.0 H.16 112 5.44 0.67 0.0 13.500 0.0688 0.929 Vel = 4.95 H.16 112 0.0 0.75 Bel 2.2 6.000 150 24.290 to 0.0 2.200 0.0 T.35 112 5.44 0.67 0.0 8.200 0.0688 0.564 Vel = 4.95 T.35 112 0.0 0.75 Btb 0.8 15.000 150 24.854 to 0.0 0.800 -5.197 T.36 124 5.44 0.67 0.0 15.800 0.0688 1.087 Vel = 4.95 T.36 124 0.0 0.75 Btb 0.8 4.000 150 20.744 to 0.0 0.800 0.0 T.40 124 5.44 0.67 0.0 4.800 0.0688 0.330 Vel = 4.95 T.40 *New Path 0.0 5.44 21.074 K Factor = 1.19 T.39 124 0.15 0.75 Btr 0.3 4.000 150 20.375 to Bel 2.2 2.500 0.0 H.17 124 0.15 0.67 0.0 6.500 0.0002 0.001 Vel = 0.14 H.17 124 0.0 0.75 Bel 2.2 10.000 150 20.376 to 0.0 2.200 0.0 H.23 124 0.15 0.67 0.0 12.200 0.0001 0.001 Vel = 0.14 H.23 124 to H.26 112 0.0 0.75 0.15 0.67 0.0 23.000 150 20.377 0.0 0.0 5.197 0.0 23.000 0.0001 0.002 Vel = 0.14 H.26 112 0.0 0.75 Btr 0.3 18.000 150 25.576 to Bel 2.2 2.500 0.0 H.25 112 0.15 0.67 0.0 20.500 0.0001 0.002 Vel = 0.14 H.25 112 0.0 0.75 Bel 2.2 1.000 150 25.578 to 0.0 2.200 0.0 T.49 112 0.15 0.67 0.0 3.200 0 0.0 Vel = 0.14 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 8 x - Two Head Calculation (H.1 & H.14) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** T.49 112 0.0 0.75 Btb 0.8 17.000 150 25.578 to 0.0 0.800 -5.197 T.47 124 0.15 0.67 0.0 17.800 0.0001 0.001 Vel = 0.14 T.47 124 0.0 0.75 Btr 0.3 9.000 150 20.382 to Btb 0.8 1.100 0.0 T.42 124 0.15 0.67 0.0 10.100 0.0001 0.001 Vel = 0.14 T.42 0.0 0.15 20.383 K Factor = 0.03 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C c0 0 N co as n. 0 O 2 oo tt 2 0 z 0 0 m a) 2 L o o c o}- 0 x 0 ms c N N o= -DN clid c0 EEEE'rn a))0a)0 1-111-0 0 0) wcncn"cnw c•—NN oM cu co00020(i) E 0 O 1.0 O O INN 7 O) 0 o_ u_ a) mca gc)o-o vi v) i 1 o�NN 000 0 O CO O c0 0 tf) . C) N O 0 0 0 0 0 0 0 0 0 0 0) co 1- co c) - M N d Q W U) U) o w O 0 O co O c0 O 0 Fittings Used Summary N O 0 CO N 0 co CO If) V M M N 0 0 0 CO O O O 0 0 I() r T- LC) Ln 0 0OOv rn O Ooov o 00 In O0 M r ‘17- C) O 000N O CO N O O O O N LO I O O 10 0 0 0 T- M 0 0 0 0.- M M N 1() O O O .- N N O O O O O .- N N 000 O0 LO O00n 0 0 0 CO CO N CV. N 3 3 3 LL T- LL o LL N • I A C C c (0 03 0 0 0 O CO O -0 V V N N M N a) c) • N R coo as N m m m L a0 co sr O0 0 0 La 0 = +-' C 0 0 0 _ O) W �M JO -0 v C N X X X CC L N LL LL LL L 3 Tr MNON yO (I(7 (0 'CB N N N vL/ R N f`6 h a) N co M 0) 0) a) O Q N O O N y 0 y s7 y(A O) 0) O) h ���(� C OC) C r.+ `/ C MN�� LLOLLMLL C LL a. w 0 co O y to co CO N C C 76 0 7 3> O N -0 co 0_ X L�m 0) ob=o MO> O 0) NO Ua'0C XXX�• Z^� W W W Q N Q c Q Q 0- 13_ 3 0_ 2 as O O OLL OLL—CELL aaaZLLIZZZ • a L a mmmLUu- CLX Units Summary Flow Summary - NFPA 2007 Uponor Page 3 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure CITY 75.0 20 200.0 73.737 26.0 56.241 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes HD4 111.0 H.4 112.0 H.5 124.0 T.30 124.0 T.29 112.0 H.3 112.0 H.2 112.0 H.1 112.0 T.32 112.0 H.11 112.0 H.10 112.0 T.33 124.0 T.43 124.0 H.19 124.0 T.42 124.0 T.41 124.0 S.1 106.0 ADFL 100.0 MTR 100.0 CITY 100.0 HD16 111.0 H.16 112.0 H.13 124.0 T.34 124.0 T.37 124.0 T.39 124.0 T.40 124.0 T.31 124.0 T.38 112.0 H.15 112.0 H.14 112.0 T.35 112.0 T.36 124.0 T.47 124.0 T.49 112.0 H.26 112.0 H.25 112.0 H.23 124.0 H.20 124.0 4.9 4.9 7.04 6.64 10.28 12.72 19.46 19.7 20.75 21.7 22.11 22.67 23.14 19.65 20.34 20.86 21.14 21.63 32.44 42.2 47.95 56.24 7.04 6.64 10.69 13.93 16.49 18.58 20.32 12.83 23.35 23.57 24.33 24.76 20.8 20.32 25.52 25.52 25.53 20.33 20.34 13.0 13.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • Uponor Page 4 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams - 2007 Uponor Page 5 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** *Remote Head to Supply HD4 111 4.90 13.00 1 0.0 1.000 150 7.040 to 0.0 0.0 -0.433 H.4 112 13.0 1.101 0.0 1.000 0.0310 0.031 Vel = 4.38 H.4 112 -0.22 0.75 Btr 0.3 24.000 150 6.638 to Bel 2.2 2.500 -5.197 H.5 124 12.78 0.67 0.0 26.500 0.3337 8.843 Vel = 11.63 H.5 124 0.0 0.75 Btr 0.3 7.000 150 10.284 to 0.0 0.300 0.0 T.30 124 12.78 0.67 0.0 7.300 0.3338 2.437 Vel = 11.63 T.30 124 -6.97 0.75 Btb 0.8 19.000 150 12.721 to 0.0 0.800 5.197 T.29 112 5.81 0.67 0.0 19.800 0.0777 1.539 Vel = 5.29 T.29 112 0.0 0.75 Bel 2.2 1.000 150 19.457 to 0.0 2.200 0.0 H.3 112 5.81 0.67 0.0 3.200 0.0775 0.248 Vel = 5.29 H.3 112 0.0 0.75 Bel 2.2 11.000 150 19.705 to Btr 0.3 2.500 0.0 H.2 112 5.81 0.67 0.0 13.500 0.0777 1.049 Vel = 5.29 H.2 112 0.0 0.75 Bel 2.2 10.000 150 20.754 to 0.0 2.200 0.0 H.1 112 5.81 0.67 0.0 12.200 0.0778 0.949 Vel = 5.29 H.1 112 0.0 0.75 Btr 0.3 5.000 150 21.703 to 0.0 0.300 0.0 T.32 112 5.81 0.67 0.0 5.300 0.0775 0.411 Vel = 5.29 T.32 112 0.0 0.75 Bel 2.2 5.000 150 22.114 to 0.0 2.200 0.0 H.11 112 5.81 0.67 0.0 7.200 0.0778 0.560 Vel = 5.29 H.11 112 0.0 0.75 0.0 6.000 150 22.674 to 0.0 0.0 0.0 H.10 112 5.81 0.67 0.0 6.000 0.0777 0.466 Vel = 5.29 H.10 112 0.0 0.75 Btb 0.8 19.000 150 23.140 to Bel 2.2 3.000 -5.197 T.33 124 5.81 0.67 0.0 22.000 0.0777 1.710 Vel = 5.29 T.33 124 0.0 0.75 Btb 0.8 8.000 150 19.653 to 0.0 0.800 0.0 T.43 124 5.81 0.67 0.0 8.800 0.0777 0.684 Vel = 5.29 T.43 124 0.23 0.75 Btr 0.3 6.000 150 20.337 to 0.0 0.300 0.0 H.19 124 6.04 0.67 0.0 6.300 0.0833 0.525 Vel = 5.50 H.19 124 0.0 0.75 Btr 0.3 3.000 150 20.862 to 0.0 0.300 0.0 T.42 124 6.04 0.67 0.0 3.300 0.0830 0.274 Vel = 5.50 T.42 124 5.45 0.75 Btb 0.8 1.000 150 21.136 to 0.0 0.800 0.0 T.41 124 11.49 0.67 0.0 1.800 0.2744 0.494 Vel = 10.46 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 6 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 EIev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** T.41 124 14.51 1.25 T 8.283 21.000 150 21.630 to 0.0 2.614 7.796 S.1 106 26.0 1.069 0.0 23.614 0.1276 3.014 Vel = 9.29 S.1 106 0.0 1.25 2E 6.627 30.000 150 32.440 to Pry 0.0 2.614 5.599 * * Fixed Loss = 3 ADFL 100 26.0 1.069 Fsp 0.0 32.614 0.1277 4.164 Vel = 9.29 ADFL 100 0.0 1.25 E 3.179 100.000 150 42.203 to T 6.358 9.536 0.0 MTR 100 26.0 1.283 G 0.0 109.536 0.0525 5.751 Vel = 6.45 MTR 100 0.0 1 E 2.778 25.000 150 47.954 to T 6.945 9.722 3.000 * * Fixed Loss = 3 CITY 100 26.0 1.031 G 0.0 34.722 0.1523 5.287 Vel = 9.99 Xwm 0.0 0.0 CITY 26.00 56.241 K Factor = 3.47 *New Path HD16 111 4.90 13.00 1 0.0 1.000 150 7.043 to 0.0 0.0 -0.433 H.16 112 13.0 1.101 0.0 1.000 0.0300 0.030 Vel = 4.38 H.16 112 to H.13 124 0.23 0.75 13.23 0.67 0.0 26.000 150 6.640 0.0 0.0 -5.197 0.0 26.000 0.3557 9.247 Vel = 12.04 H.13 124 0.0 0.75 Btb 0.8 8.000 150 10.690 to Btr 0.3 1.100 0.0 T.34 124 13.23 0.67 0.0 9.100 0.3556 3.236 Vel = 12.04 T.34 124 6.96 0.75 Btr 0.3 3.000 150 13.926 to 0.0 0.300 0.0 T.37 124 20.19 0.67 0.0 3.300 0.7782 2.568 Vel = 18.37 T.37 124 -5.45 0.75 Btb 0.8 4.000 150 16.494 to 0.0 0.800 0.0 T.39 124 14.74 0.67 0.0 4.800 0.4346 2.086 Vel = 13.41 T.39 124 to T.40 124 0.0 0.75 14.74 0.67 0.0 4.000 150 18.580 0.0 0.0 0.0 0.0 4.000 0.4348 1.739 Vel = 13.41 T.40 124 -0.22 0.75 Btb 0.8 2.000 150 20.319 to Btr 0.3 1.100 0.0 T.41 124 14.52 0.67 0.0 3.100 0.4229 1.311 Vel = 13.21 T.41 *New Path 0.0 14.52 21.630 K Factor = 3.12 H.4 112 0.22 0.75 Bel 2.2 13.000 150 6.638 to 0.0 2.200 0.0 H.16 112 0.22 0.67 0.0 15.200 0.0001 0.002 Vel = 0.20 0.0 H.16 0.22 6.640 K Factor = 0.09 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 7 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** *New Path T.30 124 6.97 0.75 0.0 1.000 150 12.721 to 0.0 0.0 0.0 T.31 124 6.97 0.67 0.0 1.000 0.1080 0.108 Vel = 6.34 T.31 124 0.0 0.75 Btr 0.3 9.000 150 12.829 to Btb 0.8 1.100 0.0 T.34 124 6.97 0.67 0.0 10.100 0.1086 1.097 Vel = 6.34 T.34 *New Path 0.0 6.97 13.926 K Factor = 1.87 T.37 124 5.45 0.75 Bel 2.2 21.000 150 16.494 to Btb 0.8 3.000 5.197 T.38 112 5.45 0.67 0.0 24.000 0.0690 1.656 Vel = 4.96 T.38 112 0.0 0.75 Bel 2.2 1.000 150 23.347 to 0.0 2.200 0.0 H.15 112 5.45 0.67 0.0 3.200 0.0687 0.220 Vel = 4.96 H.15 112 to H.14 112 0.0 0.75 5.45 0.67 0.0 11.000 150 23.567 0.0 0.0 0.0 0.0 11.000 0.0690 0.759 Vel = 4.96 H.14 112 0.0 0.75 Btr 0.3 6.000 150 24.326 to 0.0 0.300 0.0 T.35 112 5.45 0.67 0.0 6.300 0.0690 0.435 Vel = 4.96 T.35 112 0.0 0.75 Btb 0.8 15.000 150 24.761 to Bel 2.2 3.000 -5.197 T.36 124 5.45 0.67 0.0 18.000 0.0689 1.241 Vel = 4.96 T.36 124 0.0 0.75 Btb 0.8 4.000 150 20.805 to 0.0 0.800 0.0 T.42 124 5.45 0.67 0.0 4.800 0.0690 0.331 Vel = 4.96 T.42 *New Path 0.0 5.45 21.136 K Factor = 1.19 T.40 124 0.22 0.75 Btr 0.3 9.000 150 20.319 to Btb 0.8 1.100 0.0 T.47 124 0.22 0.67 0.0 10.100 0.0002 0.002 Vel = 0.20 T.47 124 0.0 0.75 Btb 0.8 17.000 150 20.321 to 0.0 0.800 5.197 T.49 112 0.22 0.67 0.0 17.800 0.0002 0.004 Vel = 0.20 T.49 112 0.0 0.75 2Bel 4.4 1.000 150 25.522 to 0.0 4.400 0.0 H.26 112 0.22 0.67 0.0 5.400 0.0002 0.001 Vel = 0.20 H.26 112 0.0 0.75 0.0 18.000 150 25.523 to 0.0 0.0 0.0 H.25 112 0.22 0.67 0.0 18.000 0.0002 0.003 Vel = 0.20 H.25 112 0.0 0.75 Btr 0.3 23.000 150 25.526 to 0.0 0.300 -5.197 H.23 124 0.22 0.67 0.0 23.300 0.0002 0.004 Vel = 0.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Uponor Page 8 x - Two Head Calculation (H.4 & H.16) Date 1/5/2016 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftng's Pe Node2 Elev2 Fact Qt Act Eqv. Ln. Total Pf/Ft Pf ******* Notes ****** H.23 124 0.0 0.75 Bel 2.2 10.000 150 20.333 to 0.0 2.200 0.0 H.20 124 0.22 0.67 0.0 12.200 0.0002 0.003 Vel = 0.20 H.20 124 0.0 0.75 Bel 2.2 4.000 150 20.336 to 0.0 2.200 0.0 T.43 124 0.22 0.67 0.0 6.200 0.0002 0.001 Vel = 0.20 T.43 0.0 0.22 20.337 K Factor = 0.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FLNO8 Peltrarn Plumbing Inc., Fire Protection Division 1929 West Valley Hwy. South Auburn, WA 98001 Job Site Information • Job Name - Foster Lane • Address - 14405 44 LN 5, Tukwila • 140 - 08 • BLDG Permit# - DIS 0166 • Assessor PIN# - 0040000378 • System Type - NFPA 131) (2010) 3.3.9.8 Wet Pipe Sprinkler System • Plan# - FLNO8 Alicia GR 01-04-2016 Hydraulic Design Information • Contractor -Peitram Plumbing (PELTRP107SDI) • Calculated by -Clyde 1. Ward Ir. (FSCC - 12925) • Occupancy - NFPA 13D (2010) One and Two Family Dwellings System Design Notes • Type of Calculation - NEPA 13D (2010) • Hydraulically Most Remote 2 Sprinklers Calculated - 11.2,11.3 • Hydraulically Most Remote Single Sprinkler Calculated - 11.27 • Listed Flow/Pressure (4 Remote Head 111.2 RFC49-16 13gpm @ 7psi • Listed Flow/Pressure c Remote Head 111.3 RFC49-16 13gpm 7psi • Listed Flow/Pressure (g Remote Head / 11.27 RFC49-20 20gpm @.16.7ps1 • Maximum Listed Spacing - 20'x 20' 9 Elevation at Highest Point - 36' • Owner to provide adequate insulation and heat (40°F. min.) to prevent sprinkler pipes from freezing. • Flow -switch required per Tukwila Fire Prevention. • 6" Alarm Bell located on exterior of residence, shall be wired to Flow Switch. • Double Check Valve Assembly (DCVA) is required, • DCVA will meet Low Lead Requirements. WAC* Section -5146-0600, UPC* 2012-604.11 Lead Content • Listed pipe shall be supported in accordance with manufacturers listing limitations. • No Domestic water connections on this Fire Sprinkler System. • (WA WohInzlon Administrative Code Chanter 51-56-600 -State Building Code Adoption and Amendment of the 2012 Edition of the Uniform Plumbing Code. • (UPC)* Un(form Plumbing' Code 2012 edition, • CPVC Fire Sprinkler Pipe & Fittings Harvel FlameGuard® Harvel Blazemastere 12 Upper Floor • Total number of Sprinkler Heads - 28 TOTAL • Sprinkler Models - Listed Below RELIABLE Model RFC49 Concealed Pendent Spr FP K=4.9, 155F°) 7/16" Orifice, Maximum Spacing 16'x16' Sprinkler' head demand: 13 gpm @ 7.04 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Clyde James Ward Jr, 2970-0908-A Level 1 Peltram Plumbing, Inc, rL.TRP1.07572 q. tA)Ci•44^ 01-04-2016 :Signature St. Jude Children's Research Hospital , • Date t.j2f31t10 Th. (h' 1133 16 Garage Floor 11,4 RFC49-16 - - - 4 RFC30-12 CD ---1 RFC49-18 o ---2 RFC49-20 - - - 3 RFC30-14 RELIABLE Model RFC30Concealed Pendent Spr FP K=3, 155F°, 21/64" Orifice) Maximum Spacing 12'x12' Sprinkler head demand: 9 gpm @ 9 RELIABLE Model RFC49 Concealed Pendent Spr FP K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 18/x18' Sprinkler head demand: 17 gpm @ 12,03 RELIABLE Model RFC49 Concealed Pendent Spr FP K=4.9, 155F°, 7/16" Orifice, Maximum Spacing 20'x20' Sprinkler head demand: 20 gprn @ 16.7 RELIABLE Model RFC30Concealed Pendent Spr FP K=3, 155P, 21/64ll Orifice, Maximum Spacing 14'x14' Sprinkler head demand: 10 gpm @ 11,12 NFPA 13D RESIDENTIAL RISER DETAIL NOT TO SCALE ELECTRIC BELL MOUNTED OUTSIDE RESIDENCE RESI-RISER IS AN ACCEPTABLE SUBSTITUTE DOMESTIC CONTROL VALVE MAIN CONTROL VALVE WATER SUPPLY LIN;*.k. 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F11,?. • 2 aRci r 1• Resi-Riser (S.1) See Riser, pp.Oil DCVA & Flow-Sviiiich Required - i'F,'Fa41 T.46 414 H.26 9-0 RFC49-16 Noole H.24 Located on Upper Floor 71" = '71 ••=. = o • • • . Garage Poor 16 S Drinklers i Without Comments As Noted in R.e4 Per The Attpcfled Letter • These plans hIvrceen reviewed by The Tukwila Fire Prevention Burie-fo conformance with current City t•ndards. is subject to errors and! omissions whk. thorize violations of adopted r,ndards anckf,-s. The responsibility for the •:ide.quacy of dfz' ,cay with the designer. Additions, deldtior,c ,), 'sons to these drawings after this date will violf/ -ct.2taifice and will require a resubmittal of I!rev1%d thlgs for subsequent approval. Final acceptanE€ s:.•:$44k!.9:;',:; rIeld test and inspectiomby The Tukwila Flirei Pmvention Bureau. Date: I-111 lit.° By: -• TUKWILA FIRE DEPARTMENT �ii 206-5751-.M7 and give this Fire Pmt. S -oo and exact Ldaf.-css for shut- , down or restmllon approvaL 38/-5-1ll _ 10 T.32 6-0 RFC49-16 _ T.38 3/4 H.13 1 T.30 1 T.31 6-0 Cro .-...,......1 e's „.... 7-••_;......--;„- ,, ____ .2n, -.1-, - - (.3.::•"1 . 1.:.1.1111 r 1. 1::t1'.' i :.-11•;'‘:?.....:...',.'',, \ , „, -......„, .„,. ....., RFC 1RFC4 ( IOUS 6-0 -P2201;) 0 1 1. T.33 i'••• '• 1”, ay 03 3/4 10-0 9-18 (-0 734 , • I f T4 H.19 1 T.421 10-0 4-0 t)5-0 RF30.--14- .11 "I:. 1.) 740 1.t!•..4T111,4,: V, ''T) 't FC30-12 6 - C30-,1-1? 11 r•-• -- • 1st Nis i•• 11 cr1I1,:140 - • RFC49-20 cD CO Hydraulically Mcst Remote Single Sprinkler H27 RFC49-20 20gpm @ 167psi Upper Floor 12 Sprinklers T.47 ;1:11',;1;11 *711711P.) s I ‘ 12.. !.. rsr 01% CD 1•;, 't•W.L.'t I " ; - T./0 RFC30-14 4 ( )A_() - 0C) CI 4:k.11 1. ,. . ..7 JlllIJU 5r c" yto*" RFC3014 I i n tri .7" 7.45 ' n.23 PAID .."N 11 2016 TUKWILA FIRE W( --2F72/ 07' Pi Otto