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HomeMy WebLinkAboutPP - 2906 S 135TH ST - MILITARY LOT 2 - PERMITS AND PLANS2906 S 135TH ST ASSOCIATED PERMITS 16-S-036 D15-0272 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.: 739‘600/16 Site Address: 2aD6 S n54'' Si Suite Number: Floor: Tenant Name: C j New Tenant? El- Yes ❑ - No Property Owner's Name: San)L irt;. ) cS , LL C Mailing Address: 1(7%3'1 3 E y 3 r'4 JT Selkvue wa d1$ooc City State Zip CONTACT PERSON -if there are questions about the submittal. Name:a-_onn X DI 1 I Q r\, Day Telephonea53, 435 ` 19 9(0 Company Name:l\r 1 leer mew plumbing And Roo -Vex- LLC Mailing Address:PC) V )O) . 13010 Vbupitup w Pt 05313 ar\nCleranter leL)roO+E'city State Z' E-mail Address: ��ax Number2�3 � X35 – � �G4 Contractor's City of Tukwila Business License number: Total number of new/relocated devices or sprinkler heads: 1?IIJ -oqq(,31?'7 r— �-pQ 0 6 0 Valuation of Project (contractor's bid price): $ 5 1 V Scope of Work (please provide detailed information):I nS*at tate O r1 0- 1. ` Pr. V3 D Sr kr,K.ier system new revue r\-tto l Corer uc t On 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: Plan Permit App.doc Date: Day Telephone: 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /)/S'-oa7� /6-5- vsic PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:O� � P-,2- Type of Inspecti s c ,- Address: cr U b Suite #: S , 35 f— Contact Person: Special Instructions: Occupancy Type: Phone No.: -Approved per applicable codes. Corrections required prior to approval. COMMENTS: c'‘ Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector:i4/?/<A__ Date: ��/6 Hrs.: $100.00 REINSPECTION FEE REQUIRED. Ydu 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 1�1 - ©g7?-- - 3-03.E PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:r ik' 1 A-A/21�j —l.)1 Type of Inspection: S C Coo - Address: t /11; (, Suite #: z.e.kp(D s (135 Contact Person: Special Instructions: Pre -Fire: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: IILL 'T -e S4-, 11 N i2-eJ€ ® Oue_ica) Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,T 4>k., c-7_ Date: 3) y/ (b Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 DESI 11b WASH' CtRT1IICAT! 0? COMP TtNCY 1111.?MRE PROTECTIONipRUNKLRR BtM V$Tfi Aiik LC. Yk1U limps role • Z'J1n6 limpsmimeo MMMMMMM moo .11 A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sal es©a-pexdesig nservices. com Job Name : x - One Head Calculation (H.25) Drawing Location : 13418 MILITARY ROAD S TUKWILA WA Remote Area : Contract : 160210-05 Data File : 1602310-06 Military Lot 2.wx1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 A-PEX Design Services, Inc. -EP Page 1 • x: One Head Calculation (H.25) Date 2/12/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - MILITARY LOT 2 Location - TUKWILA WA Building - System No. - Contractor - RAINIER VIEW ROOTER Contract No. - 160210-05 Calculated By - KAREN BABB Drawing No. - Construction: (X) Combustible ( ) Non -Combustible Ceiling Height OCCUPANCY - RESIDENTIAL Date - 2-11-2016 S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( ) S ( )Other T ( )Specific Ruling Made by Date E 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 S Additional Flow Added - I Elevation at Highest Outlet - 116 G Note: N Gpm Gpm 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 17 Psi Required 57.74 Summary C -Factor Used: W Water Flow Test: A Date of Test T Time of Test - E Static (Psi) - 90 R Residual (Psi) - 85 Flow (Gpm) - 300 S Elevation - 100 Overhead 150 At Ref Pt STR Underground 150 Pump Data: Rated Cap. @ Psi Elev. Other P Location: P L Source of Information: Y Tank or Reservoir: Cap. Elev. Well Proof Flow Gpm Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C CO 0 N_ N N ) a0 a- N ci = c C U)O 8 Z 7 cnU • _- Ate, N 0 X °) W c a� 1 Q X Ln O co 0 O) ) cO(O(j (O c) M (ON M 2 Co C 0--sE LD, oLvm cEa C0 c °EEEE'o) co a) a) D ca W In U) U) Y 1 1 1 N c•—NN OM co €000200) E a) 0 6 a) 0 SOC) 0 0 0 0 0 0 0 0 0 0 0 0 0 0) CO I,- CO U) M (V O U) v O O U) 03 O < Z M >_ 0 J U- O U) N O O N O U) 0 O O Fittings Used Summary a - W N 6± C trio U m Z 3 Mm U 003 47 0_ Xa) WO O 0_, 4k* .- M N '- (D r .- O O O 0 — O 000 Cn 0 — T- 0)000 0 Y-vCOa0000 .—conF-000 0 — N(D CD000 N O .—N 4)47000 CO 1.0 '- —'O 07 0 0 0 Q O • M M 0 0 0 N 4) - N N 0 0 0 0 0 - NN 0 0 0 n e- O y- y- 0 0 0 N —(D1-y-000 ' -U) 0 O N- C7 N n-eTn-O�T-N �MOD .- Oct N et .—N.— 47 • — M .— N rn 0 ao • 2 ` c =cz iaaomW W wom >> 0) H _0 000. �C W»> 00 00 0' 0 0' 0C co (9 0)000 O W U' h D O Units Summary O U **5 C y 450- 3. oQ CO a7 r) • N O °- m mv °- U)ma .5 o c =u a° .Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 x - One Head Calculation (H.25) Date 2/12/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.975 17.0 57.74 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.25 116.0 H.21 116.0 H.19 116.0 T.40 116.0 T.41 116.0 T.37 108.0 H.16 108.0 H.23 108.0 H.24 108.0 H.20 108.0 T.45 108.0 T.39 108.0 H.9 108.0 H.1 108.0 H.7 108.0 H.6 108.0 H.8 108.0 T.30 108.0 T.31 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 H.27 116.0 H.22 116.0 T.43 116.0 T.38 124.0 H.26 124.0 T.44 124.0 T.42 124.0 H.11 116.0 T.29 116.0 H.14 116.0 T.36 116.0 T.32 108.0 H.15 124.0 H.5 124.0 H.12 124.0 T.35 116.0 T.34 116.0 T.33 116.0 4.9 12.03 12.66 13.09 13.4 13.73 17.8 17.89 17.98 18.02 18.07 18.08 18.11 18.18 18.23 18.3 18.36 18.42 18.44 19.15 21.14 33.17 43.96 44.86 57.74 12.39 13.14 13.45 10.13 10.16 10.16 10.17 13.55 13.77 13.59 13.72 18.03 10.14 10.15 10.16 13.72 13.73 13.73 17.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 • A-PEX Design Services, Inc. -EP Page 5 x : One Head Calculation (H.25) Date 2/12/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 H.2 H.4 H.3 T.28 H.13 H.17 116.0 116.0 116.0 116.0 116.0 116.0 108.0 13.73 13.74 13.75 13.76 13.77 13.73 17.84 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 6 MILITARY LOT 2 - Two Head Calculation (H.5 & H.12) Date 2/12/2016 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.5 8.03 0.862 Utr 2.0 32.000 7.040 K Factor = 4.90 to 150.0 0.0 2.000 0.0 H.15 8.03 0.0414 0.0 34.000 1.408 Vel = 4.41 H.15 0.0 0.862 Utr 2.0 10.000 8.448 to 150.0 0.0 2.000 0.0 T.38 8.03 0.0414 0.0 12.000 0.497 Vel = 4.41 T.38 3.61 0.862 2Utb 34.0 13.000 8.945 to 150.0 0.0 28.000 3.465 T.43 11.64 0.0824 0.0 41.000 3.378 Vel = 6.40 T.43 -2.56 0.862 Utr 2.0 4.000 15.788 to 150.0 0.0 2.000 0.0 H.14 9.08 0.0520 0.0 6.000 0.312 Vel = 4.99 H.14 0.0 0.862 Utr 2.0 4.000 16.100 to 150.0 0.0 2.000 0.0 T.36 9.08 0.0520 0.0 6.000 0.312 Vel = 4.99 T.36 -2.11 0.862 2Utb 34.0 23.000 16.412 to 150.0 0.0 28.000 3.465 T.32 6.97 0.0318 0.0 51.000 1.624 Vel = 3.83 T.32 6.17 0.862 Utr 2.0 9.000 21.501 to 150.0 Utb 17.0 16.000 0.0 T.31 13.14 0.1030 0.0 25.000 2.574 Vel = 7.22 T.31 13.13 1.244 T 3.443 6.000 24.075 to 150.0 0.0 3.443 1.732 S.1 26.27 0.0622 0.0 9.443 0.587 Vel = 6.93 S.1 0.0 1.244 E 1.721 5.000 26.394 to 150.0 T 3.443 5.594 11.732 * * Fixed Loss = 10 PRV 26.27 0.0622 G 0.43 10.594 0.659 Vel = 6.93 PRV 0.0 1.244 2E 3.443 25.000 38.785 to 150.0 0.0 3.443 10.000 * * Fixed Loss = 10 CPL 26.27 0.0622 0.0 28.443 1.768 Vel = 6.93 CPL 0.0 1.61 2E 12.089 100.000 50.553 to 150.0 C 1.511 13.600 0.0 MTR 26.27 0.0177 0.0 113.600 2.011 Vel = 4.14 MTR 0.0 1.025 2E 5.4 35.000 52.564 to 150.0 0.0 5.400 10.000 * * Fixed Loss = 10 STR 26.27 0.1596 0.0 40.400 6.448 Vel = 10.21 0.0 26.27 69.012 K Factor = 3.16 H.5 4.97 0.862 Utr 2.0 15.000 7.040 to 150.0 0.0 2.000 0.0 H.12 4.97 0.0171 0.0 17.000 0.290 Vel = 2.73 H.12 13.27 0.862 Utr 2.0 5.000 7.330 K Factor = 4.90 to 150.0 0.0 2.000 0.0 T.42 18.24 0.1889 0.0 7.000 1.322 Vel = 10.03 T.42 -3.62 0.862 Utb 17.0 14.000 8.652 to 150.0 0.0 14.000 3.465 T.41 14.62 0.1255 0.0 28.000 3.515 Vel = 8.04 T.41 -4.49 0.862 Utr 2.0 11.000 15.632 to 150.0 Utb 17.0 16.000 3.465 T.37 10.13 0.0636 0.0 27.000 1.718 Vel = 5.57 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILITARY LOT 2 - Two Head Calculation (H.5 & H.12) Page 7 Date 2/12/2016 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.37 -6.17 0.862 Uel 11.0 9.000 20.815 to 150.0 0.0 12.000 0.0 H.16 3.96 0.0112 0.0 21.000 0.236 Vel = 2.18 H.16 0.0 0.862 Uel 11.0 9.000 21.051 to 150.0 0.0 12.000 0.0 H.23 3.96 0.0112 0.0 21.000 0.235 Vel = 2.18 H.23 0.0 0.862 0.0 11.000 21.286 to 150.0 0.0 0.0 0.0 H.24 3.96 0.0113 0.0 11.000 0.124 Vel = 2.18 H.24 0.0 0.862 Utr 2.0 9.000 21.410 to 150.0 0.0 2.000 0.0 H.20 3.96 0.0112 0.0 11.000 0.123 Vel = 2.18 H.20 0.0 0.862 Utr 2.0 2.000 21.533 to 150.0 0.0 2.000 0.0 T.45 3.96 0.0112 0.0 4.000 0.045 Vel = 2.18 T.45 0.0 0.862 Utr 2.0 5.000 21.578 to 150.0 0.0 2.000 0.0 T.39 3.96 0.0113 0.0 7.000 0.079 Vel = 2.18 T.39 0.0 0.862 Utr 2.0 14.000 21.657 to 150.0 0.0 2.000 0.0 H.9 3.96 0.0112 0.0 16.000 0.179 Vel = 2.18 H.9 0.0 0.862 Utr 2.0 11.000 21.836 to 150.0 0.0 2.000 0.0 H.1 3.96 0.0112 0.0 13.000 0.146 Vel = 2.18 H.1 0.0 0.862 Utr 2.0 14.000 21.982 to 150.0 0.0 2.000 0.0 H.7 3.96 0.0112 0.0 16.000 0.179 Vel = 2.18 H.7 0.0 0.862 Utr 2.0 12.000 22.161 to 150.0 0.0 2.000 0.0 H.6 3.96 0.0112 0.0 14.000 0.157 Vel = 2.18 H.6 0.0 0.862 Utr 2.0 12.000 22.318 to 150.0 0.0 2.000 0.0 H.8 3.96 0.0113 0.0 14.000 0.158 Vel = 2.18 H.8 0.0 0.862 Utr 2.0 3.000 22.476 to 150.0 0.0 2.000 0.0 T.30 3.96 0.0112 0.0 5.000 0.056 Vel = 2.18 T.30 9.17 0.862 Utb 17.0 1.000 22.532 to 150.0 0.0 14.000 0.0 T.31 13.13 0.1029 0.0 15.000 1.543 Vel = 7.22 0.0 13.13 24.075 K Factor = 2.68 T.42 3.61 0.862 Utr 2.0 2.000 8.652 to 150.0 0.0 2.000 0.0 T.44 3.61 0.0095 0.0 4.000 0.038 Vel = 1.98 T.44 0.0 0.862 0.0 6.000 8.690 to 150.0 0.0 0.0 0.0 H.26 3.61 0.0095 0.0 6.000 0.057 Vel = 1.98 H.26 0.0 0.862 Utr 2.0 19.000 8.747 to 150.0 0.0 2.000 0.0 T.38 3.61 0.0094 0.0 21.000 0.198 Vel = 1.98 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP MILITARY LOT 2 - Two Head Calculation (H.5 & H.12) Page 8 Date 2/12/2016 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 3.61 8.945 K Factor = 1.21 T.41 4.49 0.862 2Utb 34.0 5.000 15.632 to 150.0 0.0 28.000 0.0 T.40 4.49 0.0141 0.0 33.000 0.466 Vel = 2.47 T.40 2.57 0.862 Utr 2.0 5.000 16.098 to 150.0 0.0 2.000 0.0 H.11 7.06 0.0326 0.0 7.000 0.228 Vel = 3.88 H.11 0.0 0.862 Utr 2.0 9.000 16.326 to 150.0 0.0 2.000 0.0 T.29 7.06 0.0326 0.0 11.000 0.359 Vel = 3.88 T.29 2.11 0.862 2Utb 34.0 17.000 16.685 to 150.0 0.0 28.000 3.465 T.30 9.17 0.0529 0.0 45.000 2.382 Vel = 5.04 0.0 9.17 22.532 K Factor = 1.93 T.43 2.56 0.862 Utr 2.0 6.000 15.788 to 150.0 0.0 2.000 0.0 H.22 2.56 0.0050 0.0 8.000 0.040 H.22 0.0 0.862 Utr 2.0 17.000 15.828 to 150.0 0.0 2.000 0.0 H.27 2.56 0.0050 0.0 19.000 0.095 H.27 0.0 0.862 0.0 9.000 15.923 to 150.0 0.0 0.0 0.0 H.25 2.56 0.0050 0.0 9.000 0.045 H.25 0.0 0.862 Utr 2.0 10.000 15.968 to 150.0 0.0 2.000 0.0 H.21 2.56 0.0050 0.0 12.000 0.060 H.21 0.0 0.862 Utr 2.0 6.000 16.028 to 150.0 0.0 2.000 0.0 H.19 2.56 0.0050 0.0 8.000 0.040 Vel = 1.41 Vel = 1.41 Vel = 1.41 Vel = 1.41 Vel = 1.41 H.19 0.0 0.862 Utr 2.0 4.000 16.068 to 150.0 0.0 2.000 0.0 T.40 2.56 0.0050 0.0 6.000 0.030 Vel = 1.41 0.0 2.56 16.098 K Factor = 0.64 T.36 2.11 0.862 Utr 2.0 2.000 16.412 to 150.0 0.0 2.000 0.0 T.35 2.11 0.0035 0.0 4.000 0.014 Vel = 1.16 T.35 0.0 0.862 Utr 2.0 5.000 16.426 to 150.0 0.0 2.000 0.0 T.34 2.11 0.0034 0.0 7.000 0.024 T.34 -0.36 0.862 Utr 2.0 1.000 16.450 to 150.0 0.0 2.000 0.0 T.33 1.75 0.0027 0.0 3.000 0.008 Vel = 1.16 Vel = 0.96 T.33 0.36 0.862 Utr 2.0 1.000 16.458 to 150.0 0.0 2.000 0.0 H.10 2.11 0.0033 0.0 3.000 0.010 Vel = 1.16 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP Page 9 MILITARY LOT 2 - Two Head Calculation (H.5 & H.12) Date 2/12/2016 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.10 0.0 0.862 Utr 2.0 12.000 16.468 to 150.0 0.0 2.000 0.0 H.2 2.11 0.0035 0.0 14.000 0.049 H.2 0.0 0.862 Utr 2.0 17.000 16.517 to 150.0 0.0 2.000 0.0 H.4 2.11 0.0035 0.0 19.000 0.067 H.4 0.0 0.862 Utr 2.0 11.000 16.584 to 150.0 0.0 2.000 0.0 H.3 2.11 0.0035 0.0 13.000 0.045 H.3 0.0 0.862 to 150.0 T.28 2.11 0.0036 T.28 0.0 0.862 to 150.0 T.29 2.11 0.0034 Utr 2.0 7.000 16.629 0.0 2.000 0.0 0.0 9.000 0.032 0.0 2.11 Utr 2.0 5.000 16.661 0.0 2.000 0.0 0.0 7.000 0.024 Vel = 1.16 Vel = 1.16 Vel = 1.16 Vel = 1.16 Vel = 1.16 16.685 K Factor = 0.52 T.34 0.36 0.862 Utb 17.0 12.000 16.450 to 150.0 0.0 14.000 0.0 H.13 0.36 0.0002 0.0 26.000 0.004 Vel = 0.20 H.13 0.0 0.862 Utb 17.0 13.000 16.454 to 150.0 Utr 2.0 16.000 0.0 T.33 0.36 0.0001 0.0 29.000 0.004 0.0 0.36 Vel = 0.20 16.458 K Factor = 0.09 T.37 6.17 0.862 Utr 2.0 2.000 20.815 to 150.0 0.0 2.000 0.0 H.17 6.17 0.0255 0.0 4.000 0.102 Vel = 3.39 H.17 0.0 0.862 Uel 11.0 11.000 20.917 to 150.0 0.0 12.000 0.0 T.32 6.17 0.0254 0.0 23.000 0.584 0.0 6.17 Vel = 3.39 21.501 K Factor = 1.33 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 5U19PI.Y 51-A116 P51: 90 ?�512UAL P5I: 85 PLOW GPM: 300 25' OF 1-1/ 2" AQUAPFX MOM CPL — 100' OF 1-1/ 2" POLY TPOM 11-T MCF1FP-- n 35' OF 1" COPPFP MOM 11-F 511?EFT WA I" MF1hP �1\ 5 O COUPLING 5' OF 1-1 / 2" AQUAPFX PPOM TI- PVIC-' N,T,5, PPV PN TO 5,1 HPAI2 2 I-tA2 M05T HYMAULICALLY IFMOTF HFAP5 HEAR H,25 H,5 & H,12 GPM PP.M55U I FQ' b AT 5TPFFT 17 57,74 26 69,01 aN��'AL- IF A 191'N 15 1311\6 IN51"A-L 2, NO MOR -AN AN 8 P51 191 55UPL 2PoP Af 26 GPM 15 A I" APOL.L-O O� 361-1I.F 5W.1:5 PIN IS P;COMMr\.2 2, 5P INKLU 5Y5 -11M 2r51GN;21O 2015 NEPA 159 51'Ak 2AP.2 -)--- #'; I- / 2" AQUAI°X r?.OM 5.1 TO NAIL 5\KLE L001'. 5-I ftOW 5W11'C f:15sp A55'M3LY PFLIAI3LF ANI2 SFNJU CONaALN9 SPPINuP INSTALLATION GUInF FOP 2" Sal -POCK 1,1A31.E MOM1-5 • PEC -301.1 • PFC-49 LL SENJU 5'PINKLEP MOL • PC 1?E5 bottom of' cover plate cup ' I above bottom of joist bottom of' cover plate cup —1 " below bottom of joist NEPA Iib 1'A131. 12I51"ANa5 TOM HEA1' 5OUPC5 HEAT 50UPCE OF:PINNY TEMP N. INTEEM .MATE TEMP IN, 51M OF FIf fACE 36" 12" rr0NT OF FIU PLACE 60" 36" W001213UPNING STOVE 42" 12" KITCHEN MANGE 18" 9" WALL OVEN 18" 9" HOT AIR FLUES 18" 9" UNIN5ULATEI2 HEAT I2UCT5 18" 9" UNINSULA1 17 HOT WA1 PIPES 12" 6" 51f7E OF HOT Alp f71FFU5El? 24" 12" FPONT Or NOT All? 121FFU5EP 36" 18" NOT WASP 1-EMk' 6" 3" FUPNACE 6" 3" OW -250W LIGHT FIXTUI 6" 3" 250W -499W LIGHT FIX11a1 12" 6" CONCrA I2 ABA°1';P PIT11NG MOLIN11NG l2 1"AIL PPOPFX PP 1EP MINIMUM CUT I.PNG1N OP PIP 3-I/ 2", MAXIMUM CUf LFNG1N Of PIPE 12", PPOPPX PIS 5PINKI.Pp ArMAPTPp FIELCI MIFY FINI51-f13 CEILING MATEIAI. TO f7EtPMINE MOUN11NG HEIGHT 171MEN5ION Q ,25 WC49-I6 LLI: C�9-I5 L1 FELIA3LF Model LL-f?FC491?FC49 Concealed Pendent Sprinkler K-4,9, 155r ° , 5/8' Orifice, Maximum Spacing 16' x16' Sprinkler head demand: 15 qpm © 7,04 P.ELIAI3LF Model LL-l?FC491TC49 Concealed Pendent Sprinkler �j K-4,9, 155k°, 5/8' Orifice, Maximum Spacing 18'x18' Sprinkler head demand:17 gpm @ 12,05 i'FLIAI3LF Model 1.L-rl-k'49fI-h 49 Pecessed Pendent Sprinkler K-4,9, 175E °, 1/16" Orifice, Maximum Spacing 16' x16' 916-175 Sprinkler head demand: l3 qpm @ 7,04 CON 015 _diadis0111011<°''----10101,41relltik 'AI r.I�'�r's►1.I:I�`�:.......� =..r.....AV 11111~1111111 11-15 5UGGT51N2 LAYOUT IS 13ASFP UPON INTONATION PPOVIPTI2 l3Y OTHF-15, CHANGF5 IN CONSTRUCTION OP CFIFLL CONII11ON5 MAY OCCUP WHICH MAY man CHANGF511911-f LAYOUT, 11'15 TNt; ?F5°0N51IILITY OF TH INSTALLC;P TO NOTIFY APEX 12F5IGN 5FPVICF5 OF SUCH CHANGP5, MUL11-PU11PO5FLOW 5WI1"CH IN51'ALLA110N N.1.5, 6" ALAJM 1-0 13"" SOCA O\ A!2255 517 OF 3,11,3IN f COL -OP\/ LIN1Yt L- Nt7 I3LIE LINF5-' FFFI2 TO FIX1L I3FACK LINES- SPPINKLFP PF5 (�A11-, SHOWF-P, FTC,) , :Af2 TO 5PPINKLFI HFAI2, - 1/ 2" PIPE SIZE / 4" PIS: SIZE 1 - I PIPE 51ZF li 11/ 2" 9IP: 51Z p/ Wikho9 n As INo+,.,i "sal lx p Per The A,tY<<c i I Letter These plans have been reviewed t,; The Tukwila Fire Prevention Bureau for conforrnanf with current City standards. Acceptance is subject to errors and omissions which 60 not authorize violations of adopted standards and ordrnarnces. The responsibility for the adequacy of detiil n f -t sts totally wittlt.h designer. Additions, deletiol:t: cr revisions to these drawings after this date will void tnhs :acceptance and will require a resubmittal of rvieu drawings for subsequent approval. Final acceptance is Subject to field test and Inspection by 1, The Tukwila Fire Prevention Bureau. Date:) ---M (r By: ,51 l rnents e 14140 retuik.t • F (Cvc,L4+) fesk yet„; J . TUKWILA FIRE DEPARTMENT Pi call 206-575-4407 and give this Fire Permit No. .1P r. nd mct adrIltss r shut: 111=0.=111111" Ar AVIA/ 34 "x60" 0 P. a. NGL. SOAKIN TUB UNIT ,LF FC49-16 50 GPM FAN VT LLPFC49-16 r;)ININc R M PFC 2808 ER RET LLPMC49-16 LL ALL EbUILT OF COLUMNS USE I d NAILS STAGGERED T MEM r ERS. NAI; OGG R. AT THE THE i TUB/S R.O. = •</ gip HER. SW. BELCH X stun PLAT" E3Er,RQ©M TVH© 2X6 HALL CARPET B© IU R© ►r f--- 22 "x30„ y ATTIC - I AGGESS IN KNEE HALL INS 4 HS 3" STE BOLL, UP TO MINIM( GSI 150 OF TY AT HAL C0 36 HIGH OPEN RAIL H,16 OUTDOOR AIR TO BE PROVIDED VIA INTEGRATI WITH THE FORGED AIR SY COMBUSTION AIR TO BE PROVIDED TO THE FURNAI PER IRC-G2407.S AND G24O'7.6 LLTC/9-16 LLPMC49-16 2X6 HALL U FC4 X24 AWL AGE GES .a NE F 0.H. D OR I UP I HT PO (TION LLPFC49-161 LLTC'9-16 / — / H.S. CINDER I / I 4P H.S / IAP" AI 0n TIM 7S ATES :JO fcq 2X6 11 HVA GHA CARPET 3,-10" INE OF HALL BELCH CARPET .H. GRADE D COVERED P©RDH GONG PAIR LINE OF HALL BELOW FFC49 ItS"X IS' GLB. LONG MAIN LOO PB-I 5--I/8"X 15' GLB. ABOVE PLATE " I ' -0" 0 0 LOO I / III -I I-011 110 5 LOO X10% I / 41 =i PAID FEB 182016 TUKWILA FIRE z 75-6 , '7c -' r DESIGN ..000.0 .....„,,,,.\ 11 r_<<�� Q moi` SERA.... F IP: 51°}INKL-N 1073147th PI W Mukdteo, WA 98275 PH: 425-49-9680 FAX: 425-493-9717 5ALF5IV: 1F5IIIFN11AL PI PPOTFC11ON 5Y51'M 11,13F TYPF: 1/ 2" TO 1-1/ 2" AQUAPFX SPPINKLFP INTOPMA11ON It OF -IFAt25 THIS 5 -IFF -1- 27 # OF HFA195 T1 -1I5 JOI3 - 27 STA11C PP.P55UPF 15 90 •I 2 3 4 P Bill • .42-05 1- . 'AAlNIVR9• 7 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Brian Belknap u : -A Level 1 inier Vi Roote ' , .L.C. 114 OF ^ ` Exp,res /il ___,‹ ...........\ • t i�� 1,-. Dnta 12131 .. C:...) C/ N >-- C:::) \--- "\A-'- CIO PPFLIM, & CONST, 2-11-2016 1 O, PFVISON/ I5511 12ATF d MIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIMIIIIIIIMIIL PPOJFCT 4t: 160210-05 COMPANY: PAINIFP VIEW room?. CONTACT: PILL I3FLKNAP CONTACT PHONE # : ( 253) 455-1996 SCAF: 1/ 4" I I -CI I 12F5IGNFI2.I3Y: KAFN 13AI313 CHECKF1213Y: NOAH FAKMAN 00