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HomeMy WebLinkAboutPP - 14076 33RD AVE S - GEM CONSTRUCTION - PERMITS AND PLANS14076 33RD AVE S ASSOCIATED PERMITS 15-5-010 D14-0252 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.: ca Site Address: 1 q 61(.P 33 A ve S Iv4,,,„w, L Suite Number: Floor: Tenant Name: New Tenant? El- Yes ❑ - No Property Owner's Name: Cors5+ Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: . f 1 arr— (42.0c %SY 9'Day Telephone: as 3 -- 4/ Company Name: ( ire, k 1 4. Sw\ �p Ii^"r`‘2! ,1 . Mailing Address: F.0 • 60)c- SA3 544 rttAl tot. kt. bt)e,• 7131/ I ii City I State Zip E-mail Address: °'r iG karrrc,l l Qv, 6 5 A. Cw .v. Fax Number: .� 5 - 8(v d-1 3 �( 4.✓' Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: � .. Valuation of Project (contractor's bid price): $ 1/ 0(4) Scope of Work (please provide detailed information): l D tv,sht 11 d- �1/) A �-k &ose�r15 A`)1 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: t c1 a r I• Y' kv , I-towse t ( Date: /–/L%– ti Day Telephone: ac 3 -- f OS-• /'/.) 7 Plan Permit App.doc 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with peril. it 1['4- I-S—cavo PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: e/.V1/1 Catrz5kfric.i.„—, Type of Ins ection: h-,vA- ( Address:,..., Suite #: /y0 76 Ave, %, Conta erson: Special Instructions: l - Phone No.: \(Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: f & l - i -»U - 6"45 Ste r.,vt t es ()it- Occupancy Type: - 32 z -..P 3(0 .' Sa-c_ T .9., --32A 751- Aedkez_s 5 Z Ads /N , R ,%r7 7?4i 7'a ��?tA-iL O f Z-' s -s 1 PAIrA s,» nom Eby 7/2 S/S-- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector ' fi44 c 3 Date: 7/z/ A,- Hrs.: / - a $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 . et CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 D, — OZ,5z- /5--3– Ola PERMIT NUMBERS Project:Type 6•7/ anS�-eze,�,-7 of Inspection: Address: Suite #: /�i 7t 33 Ave Contact Person: Special Instructions: Occupancy Type: Phone No.: Ke Approved per applicable codes. Corrections required prior to approval. COMMENTS: %%5S %�vr- fi v Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: � 5- ? Date: y/05--- Hrs.: / 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 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DM- oaso2 /S -s- o//, PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: jj CD'AJ5zie-144 Ty e of nsp ction: Sr Address: 114, 074, 33 Ate, 5 Suite #: Contact Person: Special Instructions: Pre -Fire: Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: P46, -r'Q * o K C totifivi ti),2-ez(led Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,,, sa. Date: /3i //s— Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F,D. Form F.P. 113 A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 1 Job Name : GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Drawing Location : 14076 33RD AVE S TUCKWILA WA Remote Area : Contract : 150107-02 Data File : 150107-02 Gem Construction Plan 2084.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Page 1 Date 1/9/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - GEM CONSTRUCTION PLAN 2084 Location - TUCKWILA WA Building - System No. - Contractor - HARRELL AND SON Contract Nor -- 150107-02 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 1-7-2015 S Y s T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) ( )Other ( )Specific Ruling Made by Date M Listed Flow at Start Point - 17 Gpm Listed Pres. at Start Point - 12 03Psi D MAXIMUM LISTED SPACING 18 x 18 E Domestic Flow Added - 0 Gpm S Additional Flow Added - Gpm I Elevation at Highest Outlet - 108 Feet G Note: N System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 17 Summary C -Factor Used: Psi Required 37.87 At Ref Pt STR Overhead 150 Underground 150 W Water Flow Test: A Date of Test T Time of Test E Static (Psi) 55 R Residual (Psi) - Flow (Gpm) - 300 S Elevation - 100 50 Pump Data: Rated Cap. @ Psi Elev. Other Tank or Reservoir: Cap. Elev. We11 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) One Head Calculation (H.10) 0 (22 M a) FeCg CL v N MD r gz J � LAW c;, r r Q Q Q Q t) 0 :- • eF.-GDOOQ N O rN4D(0O0C2 O 0 rrNNQ0 0 n (0 rp—r.-. 0 0 N ✓ (p r r 0 0 0 0(on r (()r r r rr (h ✓ It OD r r (y r (9 r(pr• CO, Nt ✓ sr N r sir r --N ✓ N— ▪ ,-N rNr(') Nr t12 ge5 W£$ x x 0=. . atb 04,cem • K ` OW01-DJD 02 e 20)mtn w 9 8 IL ; m Windham' N.H. USA 0308? Flow Summary - NFPA 2007 A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Page 4 Date 1/9/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.975 17.0 37.87 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 108.0 T.28 108.0 T.25 108.0 T.24 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.27 108.0 H.12 108.0 H.6 108.0 H.1 108.0 T.17 108.0 T.18 108.0 H.3 108.0 T.22 108.0 T.21 116.0 H.5 116.0 T.26 116.0 H.9 116.0 T.23 116.0 H.4 116.0 T.20 116.0 T.19 116.0 H.2 116.0 H.7 116.0 H.14 116.0 H.15 116.0 T.30 116.0 T.29 116.0 H.8 116.0 H.13 116.0 H.16 116.0 4.9 12.03 17.0 13.2 13.31 14.99 17.24 25.48 26.06 37.87 12.25 12.39 12.65 12.85 13.0 13.11 13.2 13.26 9.71 9.71 9.72 9.73 9.73 9.71 9.71 9.71 9.71 9,72 9.72 9.72 9.72 9.73 9.73 9.72 9.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services Page 5 GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Date 1/9/2015 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-.10 12.73 0.862 1 Utr 2.0 10.000 12.030 to 150.0 0.0 2.000 0.0 T.28 12.73 0.0972 0.0 12.000 1.166 K Factor = 4.90 Vel = 7.00 T.28 0.02 1.054 0.0 3.000 13.196 to 150.0 0.0 0.0 0.0 T.25 12.75 0.0367 0.0 3.000 0.110 Vel = 4.69 T.25 4.25 1.054 1 Uel 11.0 7.000 13.306 to 150.0 1 Utb 9.0 20.000 0.0 T.24 17.0 0.0623 0.0 27.000 1.681 Vel = 6.25 T.24 0.0 1.054 1T 2.44 6.000 14.987 to 150.0 0.0 2.440 1.732 S.1 17.0 0.0623 0.0 8.440 0.526 Vel = 6.25 S.1 0.0 1.054 1E 1.22 20.000 17.245 to 150.0 1T 2.44 4.067 6.732 * Fixed loss = 5 CPL 17.0 0.0623 1G 0.407 24.067 1.499 Vel = 6.25 CPL 0.0 1.61 2E 12.089 60.000 25.476 to 150.0 1C 1.511 13.600 0.0 MTR 17.0 0.0079 0.0 73.600 0.582 Vel = 2.68 MTR 0.0 1.025 2E 5.4 20.000 26.058 to 150.0 0.0 5.400 10.000 STR 17.0 0.0713 0.0 25.400 1.812 * Fixed loss = 10 Vel = 6.61 0.0 17.00 37.870 K Factor = 2.76 H.10 4.26 0.862 1 Utr 2.0 15.000 12.030 to 150.0 0.0 2.000 0.0 T.27 4.26 0.0128 0.0 17.000 0.218 Vel = 2.34 T.27 0.0 0.862 0.0 11.000 12.248 to 150.0 0.0 0.0 0.0 H.12 4.26 0.0128 0.0 11.000 0.141 H.12 0.0 0.862 1 Utr 2.0 18.000 12.389 to 150.0 0.0 2.000 0.0 H.6 4.26 0.0128 0.0 20.000 0.257 H.6 0.0 0.862 1 Utr 2.0 14.000 12.648 to 150.0 0.0 2.000 0.0 H.1 4.26 0.0128 0.0 16.000 0.205 Vel = 2.34 Vel = 2.34 Vel = 2.34 H.1 0.0 0.862 1 Utr 2.0 10.000 12.851 to 150.0 0.0 2.000 0.0 T.17 4.26 0.0128 0.0 12.000 0.154 T.17 0.0 0.862 1 Utr 2.0 6.000 13,005 to 150.0 0.0 2.000 0.0 T.18 4.26 0.0127 0.0 8.000 0.102 T.18 -1.24 0.862 1 Utr 2.0 12.000 13.107 to 150.0 0.0 2.000 0.0 H.3 3.02 0.0068 0.0 14.000 0.095 Vel = 2.34 Vel = 2.34 Vel = 1.66 H.3 0.0 0.862 1 Utr 2.0 7.000 13.202 to 150.0 0.0 2.000 0.0 T.22 3.02 0.0068 0.0 9.000 0.061 Vel = 1.66 T.22 1.22 1.054 1 Utr 4.0 5.000 13.263 to 150.0 0.0 4.000 0.0 T.25 4.24 0.0048 0.0 9.000 0.043 Vel = 1.56 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Page 6 Date 1/9/2015 Hyd. Ref. Point Qa Dia. Qt Pf/Ft Fitting Pipe Pt Pt or Ftng's Pe Pv Eqv. Ln. Total Pf Pn Notes ****** 0.0 4.24 13.306 K Factor g 1.16 T.18 1.24 0.862 2Utb 34.0 to 150.0 0.0 T.21 1.24 0.0013 0.0 T.21 -0.45 0.862 1 Utr 2.0 to 150.0 0.0 H.5 0.79 0.0006 0.0 H.5 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.26 0.79 0.0006 0.0 23,000 28.000 51.000 13.107 -3.465 0.067 Vel = 0.68 7.000 9.709 2.000 0.0 9.000 0.005 Vel = 0.43 10.000 9.714 2.000 0.0 12.000 0.007 Vel = 0.43 T.26 -0.19 0.862 1 Utr 2.0 10.000 9.721 to 150.0 1 Utb 17.0 16.000 0.0 H.9 0.6 0.0003 0.0 26.000 0.009 Vel = 0.33 H.9 0.0 0.862 0.0 12,000 9.730 to 150.0 0.0 0.0 0.0 T.23 0.6 0.0003 0.0 12.000 0.004 Vel = 0.33 T.23 0.63 0.862 2Utb 34.0 22.000 9.734 to 150.0 0.0 28.000 3.465 T.22 1.23 0.0013 0.0 50.000 0.064 Vel = 0.68 0.0 1.23 13.263 K Factor = 0.34 T.21 0.45 0.862 1 Utr 2.0 2.000 9.709 to 150.0 0.0 2.000 0.0 H.4 0.45 0.0002 0.0 4.000 0.001 Vel = 0.25 H.4 0.0 0.862 0.0 7.000 9.710 to 150.0 0.0 0.0 0.0 T.20 0.45 0.0003 0.0 7.000 0.002 Vel = 0.25 T.20 0.0 0.862 1 Utr 2.0 2.000 9.712 to 150.0 0.0 2.000 0.0 T.19 0.45 0.0 0.0 4.000 0.0 Vel = 0.25 T.19 0.0 0.862 1 Utr 2.0 8.000 9.712 to 150.0 0.0 2.000 0.0 H.2 0.45 0.0002 0.0 10.000 0.002 Vel = 0.25 H.2 0.0 0.862 1 Utr 2.0 15.000 9.714 to 150.0 0.0 2.000 0.0 H.7 0.45 0.0002 0.0 17.000 0.004 Vel = 0.25 H.7 0.0 0.862 1 Utr 2.0 16.000 9.718 to 150.0 0.0 2.000 0.0 H.14 0.45 0.0002 0.0 18.000 0.003 Vel = 0.25 H.14 0.0 0.862 1 Utr 2.0 4.000 9.721 to 150.0 0.0 2.000 0.0 H.15 0.45 0.0003 0.0 6.000 0.002 Vel = 0.25 H.15 0.0 0.862 0.0 1.000 9.723 to 150.0 0.0 0.0 0.0 T.30 0.45 0.0 0.0 1.000 0.0 Vel = 0.25 T.30 0.19 0.862 1 Utb 17.0 9.000 9.723 to 150.0 0.0 14.000 0.0 T.29 0.64 0.0004 0.0 23.000 0.009 Vel = 0.35 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - One Head Calculation (H.10) Page 7 Date 1/9/2015 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.29 -0.02 0.862 1 Utr 2.0 2.000 9.732 to 150.0 0.0 2.000 0.0 H.8 0.62 0.0002 0.0 4.000 0.001 Vel = 0.34 H.8 0.0 0.862 1 Utr 2.0 2.000 9.733 to 150.0 0.0 2.000 0.0 T.23 0.62 0.0002 0.0 4.000 0.001 Vel = 0.34 0.0 0.62 9.734 K Factor = 0.20 T.26 0.19 0.862 1 Utr 2.0 7.000 9.721 to 150.0 0.0 2.000 0.0 H.13 0.19 0.0001 0.0 9.000 0.001 Vel = 0.10 H.13 to H.16 0.0 0.19 0.862 150.0 0.0 1 Utr 2.0 0.0 0.0 14.000 2.000 16.000 9.722 0.0 0.0 Vel = 0.10 H.16 0.0 0.862 1 Utr 2.0 12.000 9.722 to 150.0 0.0 2.000 0.0 T.30 0.19 0.0001 0.0 14.000 0.001 Vel = 0.10 0.0 0.19 9.723 K Factor = 0.06 T,29 0.02 0.862 2Utb 34.0 22.000 9.732 to 150.0 0.0 28.000 3.465 T.28 0.02 0.0 0.0 50.000 -0.001 Vel = 0.01 0.0 0.02 13.196 K Factor = 0.01 Computer Programs by Hydrated Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services 10731 47th Place West Mukilteo, WA 98275 425-493-9680 Job Name : GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H,13 & H.5) Drawing Location : 14076 33RD AVE S TUCKWILA WA Remote Area : Contract : 150107-02 Data File : 150107-02 Gem Construction Plan 2084.wx2 Computer Programs by Hydratee Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Page 1 Date 1/9/2015 HYDRAULIC DESIGN INFORMATION SHEET Name - GEM CONSTRUCTION PLAN 2084 Location - TUCKWILA WA Building - System No. - Contractor - HARRELL AND SON Contract No. - 150107-02 Calculated By - NOAH EAKMAN Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date -- 1-7-2015 S X S T E Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( ) ( )Other ( )Specific Ruling 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 116 Feet System Type (X) Wet ( ) Dry ( ) Deluge ( ) PreAction Sprinkler or Nozzle Make RELIABLE Model LL-RFC49 Size 3/8 K -Factor 4.9 Temperature Rating 155 Calculation Gpm Required 26.16 Psi Required 47.01 Summary C -Factor Used: Overhead 150 At Ref Pt STR Underground 150 W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 55 R Residual (Psi) - 50 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) 0 (NI m ro a0 S c) 1 c 0 tai City Water Supply: Demand: C1 - Stat c Pressure : 55 01 - Elevation : 6.930 C2 - Residual Pressure: 50 D2 - System Flow : 26.16 C2 - Residual Flow : 300 D2 - System Pressure : 47.007 Hose ( Demand) . D3 - System Demand : 26.16 Safety Margin : 7.939 0 ui v 0 0 Lo M co , 8' s u_ 0 C4 C3 G •oo 1.0 d� N O enCO© CV'MNO CO cL CC W cn (1) D ce w indham N.H. USA 03087 Computer Programs by Hydratec Inc. Route 111 Fittings Used Summary .n. 1 co 1 C O _O a) T co O N zzQ .T7 a z �4 •E U c l 8z U 4w N 0 .— M TV- •- 0 0 0 •-000 o.-0 .— to r . 0 0 0 Q O .- .- !- C) O 0 0 03 1:0 0 0 0 1.0 .—NSptp000 • 1.000Q CO 10 • 4.4.44'000Q0 <.-.• 0800O N If) .—.—NN000 Q 0 • . N N 0 0 0 • CO r. -▪ 00f3 O N .- (0 r .-000 0 CO 144 M N .—sr — CO 4— 444 .- C7 .^ l0 .^ ▪ Q 'Q .- N. I).N r 14.- s- C.41 —N.- ,'}.- ,- N 4-4 e • UWC9F-�7 Units Summary Y -5- iC a C) 0' 0,0) O7 C • N co 111a. fs Flow Summary - NFPA 2007 A-PEX Design Services Page 4 GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 55.0 50 300.0 54.945 26.16 47.007 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.13 116.0 H.16 116.0 T.30 116.0 T.29 116.0 T.28 108.0 T.25 108.0 T.24 108.0 S.1 104.0 CPL 100.0 MTR 100.0 STR 100.0 T.26 116.0 H.9 116.0 T.23 116.0 T.22 108.0 H.5 116.0 T.21 116.0 T.18 108.0 H.3 108.0 H.4 116.0 T.20 116.0 T.19 116.0 H.2 116.0 H.7 116.0 H.14 116.0 H.15 116.0 H.8 116.0 T.17 108.0 H.1 108.0 H.6 108.0 H.12 108.0 T.27 108.0 H.10 108.0 4.9 7.04 13.0 7.54 7.98 9.01 14.9 15.0 18.73 21.63 31.69 32.98 47.01 7.26 8.46 9.01 14.6 4.9 7.21 13.16 7.85 14.08 14.4 7.86 7.87 7.88 7.9 7.93 7.96 7.98 9.01 14.14 14.25 14.38 14.55 14.65 14.79 Computer Programs by Hydratec Inc. Route 111 Windham N,H. USA 03087 Final Calculations - Hazen -Williams A..PEX Design Services Page 5 GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H,5) Date 1/9/2015 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.13 8.90 0.862 1 Utr 2.0 14.000 7.040 to 150.0 0.0 2.000 0.0 H.16 6.9 0.0312 0.0 16,000 0,500 H.16 0.0 0.882 1 Utr 2.0 12.000 7.540 to 150.0 0.0 2.000 0.0 T.30 6.9 0.0313 0.0 14.000 0.438 T.30 1.49 0.862 lUtb 17,0 9:000 7,978 to 150.0 0.0 14.000 0.0 T.29 8.39 0.0449 0.0 23.000 1,033 K Factor = 4,90 Vel u 3.79 VeI = 3.79 Vel = 4.61 T.29 0.35 0.862 2Utb 34.0 22.000 9.011 to 150.0 0.0 28.000 3.465 T.28 8.74 0.0484 0.0 50.000 2.420 T.28 3.42 1.054 0.0 3.000 14.896 to 150.0 0.0 0.0 0.0 T.25 12.16 0.0333 0.0 3.000 0.100 T.25 14.00 1.054 1 UeI 11.0 7.000 14.996 to 150.0 1 Utb 9.0 20.000 0.0 T.24 26.16 0.1383 0.0 27.000 3.734 T.24 0.0 1.054 1T 2.44 6.000 18.730 to 150.0 0.0 2.440 1.732 S.1 26.16 0.1384 0.0 8440 1.168 S.1 0.0 1.054 1E 1.22 20.000 21:630 to 150.0 1T 2.44 4,087 6,732 * Fixed loss A 5 CPL 26.16 0.1383 1G 0.407 24.067 3.328 Vel = 9.62 Vol = 4.80 Vel = 4.47 -..,. . ,-... Vel = 9.62 Vel = 9.62 CPL 0.0 1.61 2E 12.089 60.000 to 150.0 10 1.511 13.600 MTR 26.16 0.0176 0.0 73.600 MTR 0.0 1.025 2E 5.4 20.000 32.983 to 150.0 0.0 5.400 10.000 STR 26.16 0.1584 0.0 25,400 4.024 31.690 0.0 1.293 VeI = 4.12 * Fixed Toss = 10 VeI = 10.17 0.0 26.16 47.007 K Factor = 3.82 H.13 6.10 0.862 1 Utr 2.0 7,000 7,040 to 150.0 0.0 2.000 0.0 T.26 6.1 0.0249 0.0 9.000 0.224 Vel = 3.35 T.26 2.39 0.862 1 Utr 2.0 10,000 7.264 to 150.0 lUtb 17.0 16.000 0.0 H.9 8.49 0.0460 0.0 26.000 1.195 VeI = 4.67 H.9 0.0 0:862 0.0 12.000 8.459 to 150.0 0.0 0.0 0.0 T.23 8.49 0.0459 0.0 12.000 0.551 Vel = 4.67 T.23 -0,34 0,862 2Utb 34.0 22.000 9.010 to 150.0 0.0 28.000 3.465 T.22 8.15 0.0426 0.0 50.000 2,130 VeI = 4.48 T.22 5.85 1.054 1 Utr 4.0 5.000 14,605 to 150.0 0.0 4.000 0.0 T.25 14.0 0.0434 0.0 9.000 0,391 Vel.- 5,15 0.0 Computer Programs by Hydrate Inc Route 111 Windham N.H. IDSA 03067 Final Calculations - Hazen -Williams A -REX Design Services Page 6 GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Date 1/9/2015 Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv Point Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes ** ** 14.00 T.26 -2.39 0.862 1 Utr 2.0 to 150.0 0.0 H.5 -2.39 -0.0043 0.0 H.5 13.16 0.862 1 Utr 2.0 to 150.0 0.0 T.21 10.77 0.0712 0.0 14.996 K Factor = 3.62 10.000 2.000 12.000 7.264 0.0 -0.052 Vel = 1.31 7.000 2.000 9.000 T.21 -1.50 0.862 2Utb 34.0 23.000 to 150.0 0.0 28.000 T.18 9.27 0.0541 0.0 51.000 .. T.18 -3.42 0.882 1 Utr 2.0 12.000 to 150.0 0.0 2.000 H.3 5.85 0.0230 0.0 14.000 H.3 0.0 0.862 1 Utr 2.0 to 150.0 0.0 T.22 5.85 0.0231 0.0 7.000 2.000 9.000 7.212 0.0 0.641_ 7.853 3.465 2.757 K Factor = 4.90 ,Vel = 5.92 Val = 5.10 14.075 0.0 0.322 14.397 0.0 0.208 Vel = 3.22 Vel = 3.22 0.0 5.85 14.605 K Factor = 1.53 T.21 to H.4 H.4 to T.20 1.50 0.862 150.0 1.5 0.0020 0.0 0.862 150.0 1.5 0.0019 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 7.853 0.0 0.008 Vel = 0.82 0.0 0.0 0.0 7.000 0.0 7.000 7.861 0.0 0.013 Vel = 0.$2 T.20 to T.19 T.19 to H.2 0.0 1.5 0.0 1.5 0.862 150.0 0.0018 0.862 150.0 0.0019 1 Utr 2.0 0.0 0.0 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 7.874 0.0 0.007 Vel = 0.82 8.000 2.000 10.000 7.881 0.0 0.019 Vel = 0.82 H.2 to H.7 0.0 1.5 0.862 150.0 0.0018 1 Utr 2.0 0.0 0.0 15.000 2.000 17.000 7.900 0.0 0.031 Vel = 0.82 H.7 to H.14 H.14 to H.15 0.0 1.5 0.0 1.5 0.862 150.0 0.0019 0.862 150.0 0.0018 1 Utr 2.0 0.0 0.0 1 Utr 2.0 0.0 0.0 16.000 2.000 18.000 7.931 0.0 0.034 Vel = 0.82 4.000 2.000 6.000 7.965 0.0 0.011 Vel = 0.82 H.15 to T.30 T.23 to H.8 H.8 to T.29 0,0 1.5 0.0 1.50 0.34 0.34 0.862 150.0 0.0020 0.0 0.0 0.0 1.000 0.0 1.000 7.976 0.0 0.002 Vel = 0.82 7.978 K Factor = 0.53 0.862 150.0 0.0002 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 9.010 0.0 0.001 VeI = 0.19 0.0 0.34 0.862 150.0 0.0 1 Utr 2.0 0.0 0.0 2.000 2.000 4.000 9.011 0.0 0.0 Vel = 0.19 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services GEM CONSTRUCTION PLAN 2084 - Two Head Calculation (H.13 & H.5) Page 7 Date 1/9/2015 Hyd. Ref. Point Qa Dia. Fitting Pipe Pt Pt or Ftng's Pe Pv Qt Pf/Ft Eqv. Ln. Total Pf Pn Notes 0.0 0.34 9.011 K Factor = 0.11 T.18 3.42 0.862 1 Utr 2.0 6.000 14.075 to 150.0 0.0 2.000 0.0 T.17 3.42 0.0085 0.0 8.000 0.068 Vel = 1.88 T.17 0.0 0.862 1 Utr 2.0 10.000 14.143 to 150.0 0.0 2.000 0.0 H.1 3.42 0.0086 0.0 12.000 0.103 Vel = 1.88 H.1 0.0 0.862 1 Utr 2.0 14.000 14.246 to 150.0 0.0 2.000 0.0 H.6 3.42 0.0086 0.0 16.000 0.137 Vel = 1.88 H.6 0.0 0.862 1Utr 2.0 18.000 14,383 to 150.0 0.0 2.000 0.0 H.12 3.42 0.0086 0.0 20.000 0.171 Vel = 1.88 H.12 0.0 0.862 0.0 11.000 14.554 to 150.0 0.0 0.0 0.0 T.27 3,42 0.0085 0.0 11.000 0.094 Vel = 1.88 T.27 0.0 0.862 1 Utr 2.0 15.000 14,648 to 150.0 0.0 2.000 0.0 H.10 3.42 0.0085 0.0 17.000 0.145 Vel = 1.88 H.10 0.0 0,862 1 Utr 2.0 10.000 14.793 to 150.0 0.0 2.000 0.0 T.28 3.42 0.0086 0.0 12.000 0.103 Vel = 1.88 0.0 3.42 14.896 K Factor = 0.89 Computer Programs by Hydrator: Inc. Route 111 Windham N.H. USA 03087 5I 'PLY: 5TATIC 151: 55 IT5VLIAl P51: 50 PLOW 6''M: 300 I) (0 20' OP 1-1/ 4" KAPPU FROM fl4 G .1'0 5.1 60' 011-1/ 2" POLY ROM ilk M f Z - 1"M 20' O11" COPPER FROM 11f 5TReEl WA1tP %RVIC r2 fA1L N.1',5. MOST F 'ALLICALLY ITMOVE 1-A135 IfA9 # Opm P1E551, It0'17 Ar 51I 1 RIO 11 31.81 N.I3&N.5 26 47.01 NOrt5: IF A RV 15 LING IN51'ALLN7, NO MOS 1HAN AN 8 P51 PIT551,1M MOP K 26 GPM 15 MQUIMb, A I" AP'OLLO 6�LF OP 56111.2 5WE5 Pel 15 MCOMMTN77, VK -184-200 PRY UPoGItr MU5T t IN51ALLat2 IN A1'11C IF FI, NACU 15 LOCAMP 0E wain) IN ADI1Ct CALCULA11ON5 NAVA AMC/Mt 5AM1'Y 10 5UPPO?1' lit AMM111ONAL ¶I1'11N6, 6.5.3 A warning sign, with minimum 'A inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: WARNING: The water system for this home supplies fire sprinklers that require certain flows and pressures to fight a fire. Devices that restrict the flow or decrease the pressure or automatically shut off the water to the fire sprinkler system, such as water softeners, filtration systems, and automatic shut- off valves, shall not be added to this system without a review of the fire sprinkler system by a fire protection specialist. Do not remove this sign. LL1TC49-I6 0 LLMC'19-I8 R I I,L-IeFC C49 Concadati P 14 K.-49, 155r, 5/8" Orifice, Maacuiun 5pacaq 16'x16' 5prtnkler head dam& 15 @ 7,04 R1LIPMe Model 1.1.-ffC49WC49 Coed pendent 5prt Cler - - - 2 K.-‘4.9, 155r, 5/8" Orifice, Maxtmm 5pactnq 181x18' 5prtnkler head demand: 17 cpn C 12.03 r-37) P R I ,i:3-575-4407 and Permit No. :dfIxact 7_} dr-; a ss liar shut .'.gin c, r;nio;n approval, IN1E�.EV�L CONNECilONS 1115 51 51 n LAYOUT 15 1,/ P [PON IIWOIJM110N IROVR W 6Y OilER5, GRAN Z5 IN CWN5ff11C110N OR 1 1 t7 CORNION5 MAY OCCLIZ Vial MAY MOW CHANCI510 if LAYOUT. 1115 fit RtTON50LIN OP 11f IN5f 11 10 NOttrY APEX Vey ,I 5F-IRVIa5 OP 5UCH CNIic5, MU 11-P 0% FLOW 5vvirai I1\151ALLA1ION N15. 6" � AIAM I.00A1Tn ON A1712M55 5It2 OF I3UILt2INci � Hyder rty,;,�,<l.tet rtuirulk 5-I FLOW 5WI1'CN p15�� A55M13I.Y NOTA; I-1/ 2" AQUAMX MOM 5.11'0 MAIN SpVINUk I.DOp, (TN\FipsrFOop l/4l 11 out Comments ;5:Noted in Red ! er i s ; Attache; Letter - Duns i.:e_ri reviewed by The Tukwila Fire Bureau f_•- , :onf orrnance with current City (ja, 4,rx : S,r -: fc c lhiect to errors and on= which do not ct t or ize violations of adopted t� and o'r. i. 'rhe responsibility for the q;i cy of dE iU f :;.-.0taliy with the resigner. o =etonv r isior" to nsse. drawings after t viii void accepO3oce and will require a suh iia tel of - r{' dr awinos fol subsequent ent approval. I=ina1 accepizr sutrec to ileici test and inspection by •• Che Tukwila Fire Prevention bureau. Date: 1- By: COLI m LUNY rt mew Nn 51.1E LIhP5-r) 10 t BAIH, %PA cit./al—W..cit./al-W.. TOMER W, 10 TOMER WV. - 1 / 2" PIp151Z1 f - 1" FIFE 5171 it - I -I/ 2" PIM 5171 11.1 1. *V %NUJ Carelat7 SpILNKI+.LR IN5911A110N FOR i" 5f f ROCK RELIA ?MO • RFC40 U. • RPC -49 Lt. 21411 mIrl Mara • RCIiD5 bottom of cover plate ap ill above baton of jo bottom of cover - plate cup ;V" below bottan orjo15t carmen AMF11114 F11~11NG MOIR 1NG MI AIL Flc rrtdI YlairMOH a P1 N/2".MOWN air l OM at PFt 12". 6 FEW V1'F criuNG MAIM. 10 VelERNIt MOW46 FEk2It NFPA Ian ME 7,5.5,3 17I51ANC 5 FROM &A1' 5OLRCc5 • I AT501,1 UMW AP N. 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