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HomeMy WebLinkAboutPP - 4035 S 126TH ST - BRC FAMILY LOT 5 - PERMITS AND PLANS4035 S 126TH ST ASSOCIATED PERMITS 16-5-082 D15-0289 WIZ 11221,411 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:1703g 703 /olio Tenant Name: e £ rot rr 1 1 . Property Owner's Name: 13 e FGA y'n ► ) y Mailing Address: P ©4 J o 7 3 i 3 b P,. King Co. Assessor's Tax No.: 73 LI D e,Q o �v 69 Suite Number: Floor: New Tenant? ❑ - Yes ❑ -No CONTACT PERSON -if therearequestions about the submittal. Name: e)_010 t e- , C (- Q EC F--;) P O. Ad x a y 1 j,,� �ty State Zip b reS�'rre 1 he 11 C.. . f ON—a Fax Number: AS3. of Tukwila Business License number: a u - '% 9 k / 7) Company Name: Mailing Address: E-mail Address: Contractor's City C4ty EV 1 )73`1R State Zip Day Telephone: ac.3- g 3 // Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): 'i'1� 4 11 flew res 3 �P p n k ler s- y tr.-,r, i t Hats S 160)e Fc. rY. t /l ge.S Tahoe c 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: RU RC 1 L / �t"S�t f Tr. Day Telephone: AS — ILIO 4 =3 Date: Plan Permit App.doe 8/22/14 TFD FP Form 8 4 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit lb—S—Q`dz Dls—oZg1 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: r) e, 61,11— � � Tpe of Inspectio_w'rl 6 �� � 6ivAddress: Suite #: A-o3s 5. /2(0'x'" �fi Contact Perso : % f Te/T i" Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: fir./ — k- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: 1--A4 - A ‹- pm Date: L t/ g /t 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: 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 Dl S- - 02- /6 -s -opt PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type`of,4ns ion: t- `t-( ,Jkk'L.� Address: c,10 35- Suite #: s 1 ah +.-- Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. CfffsciaL____ections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 4 Date: / (/( /4 ,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: 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 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 479, Type o Inspection: Address: vo;c-Suite #: �(Z / 7 �D Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Oct �U Ceac- NeedsShift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,b_.:3 Date: 9/Zznl Hrs.: /. 0 v $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit DIS" -iUri PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Fire Alarm: Ty of I spe ion: Address:Contact Suite #: 110.3c S • 1-U ST— Per on: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: I � /x• Add A- kAci 64,-.7_�Adslruc�r.�,)iN 74 mai1v 214t4e4 e 24544- CI'JVV au d� � 6uagc Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: - 6t, frgif53 Date: 9IiVC 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 nSNINGTON STAT* r. I A FIGATE OI COMrGTSNCY F,yKe vnOTECTION SPRINKLellt wysTCMs it 3ran Belknap i.42-05 ne0-A Levelooter. LC. INIVR''F A-PEX Design Services, Inc. -EP 10731 47th Place West Mukilteo, WA 98275 425-493-9680 sales@a-pexdesignservices.com Job Name Drawing Location Remote Area Contract Data File : TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) : 4035 S 126TH ST TUKWILA WA 98168 : 160229-01 : 160229-01 Tukwila 125-05 Plan 2402.wx2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i 1 A-PEX Design Services, Inc. -EP Page 1 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 HYDRAULIC DESIGN INFORMATION SHEET Name - TUKWILA 125-05 Location - TUKWILA WA 98168 Building - Contractor - RAINIER VIEW ROOTER Calculated By - KAREN BABB Construction: (X) Combustible ( ) OCCUPANCY - RESIDENTIAL S Y S T E Date - 2-29-2016 System No. - Contract No. - 160229-01 Drawing No. - Non -Combustible Ceiling Height Type of Calculation: ( )NFPA 13 Residential Number of Sprinklers Flowing: ( )1 (X)2 ( )Other ( )Specific Ruling ( )NFPA 13R ( )4 ( ) (X)NFPA 13D Made by Date M Listed Flow at Start Point - 13 Gpm Listed Pres. at Start Point - 7.04 Psi D E S I G N MAXIMUM LISTED SPACING 16 Domestic Flow Added - Additional Flow Added - Elevation at Highest Outlet - Note: 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 26.0538 Summary C -Factor Used: Psi Required 59.45 At Ref Pt STR Overhead 150 Underground 150 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 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 0 N O) N N N a) a) � w a0 o N C 0 w. aS U Ta dU w v (0 0 0) c 0) 3 U 2 a) 9 Ln N S 0_ W Q� -a a) m 3'^E olt�-aa) c fl c0 c EEEEfir) >CDaoCD cri mmm.0m2 W (/) (f) W I a) NN OM (gyp (o00010t0 E a) 0 6 U (NI 0 ( 0 N 0 O 0 0 0 0 0 0 0 0 O) CO � CO (() M N CL D W cn cn c w 0 O O 0 LO M LO (0 0 < Z M 0 J LL O U) N Fittings Used Summary 2 N r• 0 0 U aU w1 03 U N C • O t) F- • O c • < pJ X> wCL D O -0 E c cDZ J • 0) N C U -a A- CO N (0 s - A--00 0r0 (n. -a-00 (n o ‘- x- 1- 0) 0 0 o r.703CO 0 n r N (O (000 N 0 r N M (0 0 0 O A- r CO 0 0 . O r r CO CO 0 0 N (0 r r N N 0 0 O O r 01 N 0 O • aOrr00 N •c-(0 r r 00 O(. LO x N ✓ r CO a- CV rMr (00)� r N r N ✓ N r M N r L CA U E c c j m ym`cc N'O N 2 N N > m f°.0F-H O •O X X (0 O C U O N c x x 0wOF-» Units Summary U) co O N C .0 E rn 0 CD M °J [1: Flow Summary - NFPA 2007 A-PEX Design Services, Inc. -EP Page 4 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 90.0 85 300.0 89.946 26.05 59.452 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.12 116.0 H.9 116.0 T.30 116.0 H.19 116.0 H.23 116.0 T.39 116.0 T.36 108.0 T.35 108.0 T.34 108.0 S.1 104.0 PRV 100.0 CPL 100.0 MTR 100.0 STR 100.0 T.28 116.0 T.27 108.0 H.3 108.0 H.4 108.0 H.7 108.0 T.26 108.0 T.33 108.0 H.14 108.0 H.1 116.0 H.6 116.0 H.5 116.0 H.8 116.0 T.29 116.0 T.31 108.0 H.11 108.0 H.24 116.0 H.25 116.0 T.38 116.0 H.20 116.0 H.18 116.0 H.16 116.0 T.32 116.0 H.15 108.0 H.17 108.0 H.22 108.0 T.37 108.0 H.21 108.0 H.2 108.0 4.9 4.9 7.04 7.64 7.83 8.23 8.79 9.22 14.21 14.82 17.13 19.44 31.82 43.56 44.67 59.45 7.2 13.57 13.76 14.05 14.44 14.51 14.67 14.7 7.1 7.76 8.34 9.05 9.29 14.79 15.57 9.23 9.24 9.25 9.26 9.27 9.28 9.28 13.67 13.8 13.92 14.0 14.14 14.59 13.0 13.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - NFPA 2007 .A-PEX Design Services, Inc. -EP Page 5 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 NODE ANALYSIS (cont.) Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.10 108.0 14.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams •A-PEX Design Services, Inc. -EP Page 6 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 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.12 7.85 0.862 0.0 15.000 7.040 to 150.0 0.0 0.0 0.0 H.9 7.85 0.0397 0.0 15.000 0.596 H.9 0.0 0.862 Utr 2.0 3.000 7.636 to 150.0 0.0 2.000 0.0 T.30 7.85 0.0396 0.0 5.000 0.198 T.30 0.0 0.862 Utr 2.0 8.000 7.834 to 150.0 0.0 2.000 0.0 H.19 7.85 0.0397 0.0 10.000 0.397 H.19 0.0 0.862 Utr 2.0 12.000 8.231 to 150.0 0.0 2.000 0.0 H.23 7.85 0.0397 0.0 14.000 0.556 H.23 0.0 0.862 Utr 2.0 9.000 8.787 to 150.0 0.0 2.000 0.0 T.39 7.85 0.0397 0.0 11.000 0.437 T.39 -0.98 0.862 2Utb 34.0 21.000 9.224 to 150.0 0.0 28.000 3.465 T.36 6.87 0.0311 0.0 49.000 1.522 K Factor = 4.90 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 4.32 Vel = 3.78 T.36 3.57 0.862 Utr 2.0 7.000 14.211 to 150.0 0.0 2.000 0.0 T.35 10.44 0.0673 0.0 9.000 0.606 Vel = 5.74 T.35 2.85 0.862 Utr 2.0 6.000 14.817 to 150.0 Utb 17.0 16.000 0.0 T.34 13.29 0.1052 0.0 22.000 2.314 Vel = 7.31 T.34 12.76 1.244 T 3.443 6.000 17.131 to 150.0 0.0 3.443 1.732 S.1 26.05 0.0612 0.0 9.443 0.578 S.1 0.0 1.244 E 1.721 5.000 19.441 to 150.0 T 3.443 5.594 11.732 PRV 26.05 0.0613 G 0.43 10.594 0.649 PRV 0.0 1.244 2E 3.443 25.000 31.822 to 150.0 0.0 3.443 10.000 CPL 26.05 0.0612 0.0 28.443 1.742 CPL 0.0 1.61 2E 12.089 50.000 43.564 to 150.0 C 1.511 13.600 0.0 MTR 26.05 0.0174 0.0 63.600 1.109 MTR 0.0 1.025 2E 5.4 25.000 44.673 to 150.0 0.0 5.400 10.000 STR 26.05 0.1572 0.0 30.400 4.779 0.0 26.05 59.452 Vel = 6.88 * * Fixed Loss = 10 Vel = 6.88 * * Fixed Loss = 10 Vel = 6.88 Vel = 4.11 * * Fixed Loss = 10 Vel = 10.13 K Factor = 3.38 H.12 5.15 0.862 Utr 2.0 7.000 7.040 to 150.0 0.0 2.000 0.0 T.28 5.15 0.0182 0.0 9.000 0.164 T.28 4.39 0.862 2Utb 34.0 23.000 7.204 to 150.0 0.0 28.000 3.465 T.27 9.54 0.0569 0.0 51.000 2.904 T.27 -3.57 0.862 Utr 2.0 6.000 13.573 to 150.0 0.0 2.000 0.0 H.3 5.97 0.0240 0.0 8.000 0.192 Vel = 2.83 Vel = 5.24 Vel = 3.28 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams •A-PEX Design Services, Inc. -EP Page 7 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 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.3 0.0 0.862 Utr 2.0 10.000 13.765 to 150.0 0.0 2.000 0.0 H.4 5.97 0.0239 0.0 12.000 0.287 H.4 0.0 0.862 Utr 2.0 14.000 14.052 to 150.0 0.0 2.000 0.0 H.7 5.97 0.0239 0.0 16.000 0.383 H.7 0.0 0.862 0.0 3.000 14.435 to 150.0 0.0 0.0 0.0 T.26 5.97 0.0237 0.0 3.000 0.071 T.26 -3.12 0.862 Utr 2.0 11.000 14.506 to 150.0 Utb 17.0 16.000 0.0 T.33 2.85 0.0061 0.0 27.000 0.165 T.33 0.0 0.862 Utr 2.0 2.000 14.671 to 150.0 0.0 2.000 0.0 H.14 2.85 0.0060 0.0 4.000 0.024 H.14 0.0 0.862 Utb 17.0 6.000 14.695 to 150.0 0.0 14.000 0.0 T.35 2.85 0.0061 0.0 20.000 0.122 0.0 2.85 14.817 T.28 -4.39 0.862 Utr 2.0 6.000 7.204 to 150.0 0.0 2.000 0.0 H.1 -4.39 -0.0135 0.0 8.000 -0.108 H.1 13.06 0.862 Utr 2.0 12.000 7.096 to 150.0 0.0 2.000 0.0 H.6 8.67 0.0477 0.0 14.000 0.668 H.6 0.0 0.862 Utr 2.0 10.000 7.764 to 150.0 0.0 2.000 0.0 H.5 8.67 0.0477 0.0 12.000 0.572 H.5 0.0 0.862 Utr 2.0 13.000 8.336 to 150.0 0.0 2.000 0.0 H.8 8.67 0.0477 0.0 15.000 0.715 H.8 0.0 0.862 Utr 2.0 3.000 9.051 to 150.0 0.0 2.000 0.0 T.29 8.67 0.0478 0.0 5.000 0.239 T.29 0.97 0.862 Utr 2.0 19.000 9.290 to 150.0 Utb 17.0 16.000 3.465 T.31 9.64 0.0581 0.0 35.000 2.033 T.31 3.12 0.862 Utr 2.0 6.000 14.788 to 150.0 0.0 2.000 0.0 H.11 12.76 0.0976 0.0 8.000 0.781 Vel = 3.28 V = 3.28 Vel = 3.28 Vel = 1.57 Vel = 1.57 Vel = 1.57 K Factor = 0.74 Vel = 2.41 K Factor = 4.90 Vel = 4.77 Vel = 4.77 Vel = 4.77 Vel = 4.77 Vel = 5.30 Vel = 7.01 H.11 0.0 0.862 Utb 17.0 2.000 15.569 to 150.0 0.0 14.000 0.0 T.34 12.76 0.0976 0.0 16.000 1.562 Vel = 7.01 0.0 12.76 17.131 K Factor = 3.08 T.39 0.98 0.862 Utr 2.0 5.000 9.224 to 150.0 0.0 2.000 0.0 H.24 0.98 0.0009 0.0 7.000 0.006 Vel = 0.54 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams -A-PEX Design Services, Inc. -EP Page 8 TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Date 2/29/2016 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.24 0.0 0.862 0.0 14.000 9.230 to 150.0 0.0 0.0 0.0 H.25 0.98 0.0008 0.0 14.000 0.011 H.25 0.0 0.862 Utr 2.0 11.000 9.241 to 150.0 0.0 2.000 0.0 T.38 0.98 0.0008 0.0 13.000 0.011 T.38 0.0 0.862 Utr 2.0 5.000 9.252 to 150.0 0.0 2.000 0.0 H.20 0.98 0.0009 0.0 7.000 0.006 H.20 0.0 0.862 Utr 2.0 11.000 9.258 to 150.0 0.0 2.000 0.0 H.18 0.98 0.0008 0.0 13.000 _ 0.011 H.18 0.0 0.862 Utr 2.0 10.000 9.269 to 150.0 0.0 2.000 0.0 H.16 0.98 0.0008 0.0 12.000 0.010 H.16 0.0 0.862 Utr 2.0 1.000 9.279 to 150.0 0.0 2.000 0.0 T.32 0.98 0.0007 0.0 3.000 0.002 T.32 0.0 0.862 Utr 2.0 8.000 9.281 to 150.0 0.0 2.000 0.0 T.29 0.98 0.0009 0.0 10.000 0.009 0.0 0.98 9.290 T.27 3.57 0.862 Utr 2.0 8.000 13.573 to 150.0 0.0 2.000 0.0 H.15 3.57 0.0093 0.0 10.000 0.093 H.15 0.0 0.862 Utr 2.0 12.000 13.666 to 150.0 0.0 2.000 0.0 H.17 3.57 0.0092 0.0 14.000 0.129 Vel = 0.54 Vel = 0.54 Vel = 0.54 Vel = 0.54 Vel = 0.54 Vel = 0.54 Vel = 0.54 K Factor = 0.32 Vel = 1.96 Vel = 1.96 H.17 0.0 0.862 Utr 2.0 12.000 13.795 to 150.0 0.0 2.000 0.0 H.22 3.57 0.0092 0.0 14.000 0.129 Vel = 1.96 H.22 0.0 0.862 0.0 8.000 13.924 to 150.0 0.0 0.0 0.0 T.37 3.57 0.0092 0.0 8.000 0.074 Vel = 1.96 T.37 0.0 0.862 Utr 2.0 13.000 13.998 to 150.0 0.0 2.000 0.0 H.21 3.57 0.0093 0.0 15.000 0.139 Vel = 1.96 H.21 0.0 0.862 Utr 2.0 6.000 14.137 to 150.0 0.0 2.000 0.0 T.36 3.57 0.0092 0.0 8.000 0.074 Vel = 1.96 0.0 3.57 14.211 T.26 3.12 0.862 Utr 2.0 10.000 14.506 to 150.0 0.0 2.000 0.0 H.2 3.12 0.0072 0.0 12.000 0.087 H.2 0.0 0.862 Utr 2.0 10.000 14.593 to 150.0 0.0 2.000 0.0 H.10 3.12 0.0072 0.0 12.000 0.087 K Factor = 0.95 Vel = 1.72 Vel = 1.72 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams A-PEX Design Services, Inc. -EP TUKWILA 125-05 - Two Head Calculation (H.12 & H.1) Page 9 Date 2/29/2016 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 Utb 17.0 1.000 14.680 to 150.0 0.0 14.000 0.0 T.31 3.12 0.0072 0.0 15.000 0.108 0.0 3.12 Vel = 1.72 14.788 K Factor = 0.81 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 6U19lLY 5fA11C P51: 90 l 51I9UAL P51: 85 PLOW GPM: 300 25' OF 1-1/ 2" AQUAMX PPOM CPL — 50' OF 1-1/ 2" POLY FPOM Mei -- I Th 25' OF 1" COMM FPOM 11-E 51151" 1" MF1tP COUPLING Plv 5' OF 1-1/ 2" AQUAPFX I=POM 11 - PPV 10 5,1 WAIT R. 5;i\ v L' - 135'AIL N 11"151 PNLIA131-F ANP 5FNJU CONCAL5I2 5PPINK1 R INSTALLATION GUlt7 Q01?.51-5-11' POCK N.r,5. I:FLIAI3LF MOPFL5 • PFC-30 LL • PFC-49 LL 5FNJU 5p1?INKLEP M012 • PC ISS bottom of' cover plate cup q" above bottom of Jol5t bottom of cover plate cup " below bottom of Joist Y CONCWn A!A91 P FITTING MOUNTING I2 TAIL Ns.5, Pf?QPX PP 1�E PI;oPPX PIM 5PINKILPP AI2APTPR 44111, MINIMUM CUf LENGTH OP PIP 2", MAXIMUM CUf I.PNGTN OP PIPE 12", FINS VFI?IFY FINISHFl7 OILING MAI -MAL f012F1hpMINF MOUNTING HEIGNf DIMENSION NAPA Iib 17\131.� 7, 51513 12151-ANa5 M?OM SOUI?C 5 HEAT 50UI?CE 01;DINAF:Y IN, INTEI:MEDIATF IN t' 5IDE OF FII PLACE 36" 12" FPONT OF FIC I -ACF 60" 36" WOOD 6U1;NING 5T0VE 42" 12" KITCHEN i?ANGF 18" 9" WALL OVEN 18" 9" H01' Alt; FLLe5 18" 9" UNIN5ULATh12 HEAT 12UCT5 18" 9" UNIN5ULAh12 HOT WPM Pl 5 12" 6" 5112 OF Hor AlC? DIFFUSED 24" 12" FpONT OF HOT" Alt: DIFFUSE'? 36" 18" Hof WATtP HFATh 6" 3" FURNACE 6" 3" OW -250W 1 -161 -If FIXTL11 6" 3" 250W -499W LIGHT FIX11J1 12" 6" • \ ;1\ NFPA 5flINKLi k1 QUII?fMN1'5 Nf5 8,6,3 51'I?INKLEF?5 SHALL NOV it rEQUII 12 IN C1 -0T1 -1F5 6LOSFf5, LINEN CL05Ff5, AND PAN11?IF5 THAT MEET ALL OF Tit FOLLOWING CON121110N5 (1) TNF ALFA OF fit 51'ACF I20F5 N01FXCFD 24 F12 (2,2 M2) , (2) 11-F LFAS1 I2IMFN5ION t20F5 NOV FXCFFI2 3 Ff (09 M) (3) 11.1E WALL5 ANP CEILINGS At?F 510ACFD WITH NONCOM13U511F3LF OC? LIMITFP-COM13U511131.F MAMMA -5 AS DFFINFD IN NFPA 220, STANDARD ON M5 OF PULPING CON5TKUC11ON, 4'-1" t CLO 12,6 50, Ff 0 9'-8" 0.0 25185Q,FT SPFINKLFP IIQUII 17 SF'RRINKLEP I?FQUII?ED 11-0" CL0 125Q,rf 5PEINKLFI? NOT I QUI1:FD I HSAI2 2 HEAR M051" HVIMLICALLY HEAI25 1 -EAP # GPM PI 55UM PDQ' I2 A1" 511T' R21 20 58,98 H112 & H.I 26 59145 MLI1.11-P10O5FLOW SWITCH IN51A.LA1i10\ N,f,5, 6" ALAIM 3EI.1. f0 3� LOCA's7 O\ At255 0r 3 LA\ 0 LLC49-16 O 111T649-18 0 LL?EC49-20 - 20 1?LIA13f Model LL-1?F'C49EFC49 Concealed Pendent Sprinkler K=4,9, 1551' 5/ 8" Orifice, Maximum Spacinq 16'x16' Sprinkler head demand; 15 qpm @ 7,04 I LIA13LX Model LL-f?FC49FPC49 Concealed Pendent Sprinkler K=4,9, 155r, 5/ 8" Orifice, Maximum Spacing 18'x18' Sprinkler head demand; 17 qpm @12,05 k'fLIAfU Model LL-PFC49krC49 Concealed Pendent Sprinkler K -4,9,155r, 5/ 8" Orifice, Maximum Spacing 20' x20' Sprinkler head demands 20 gpm @l6,/ : UKV',WILA FIRE DEPARTMENT Pi ase. calf 206-575-4407 and give this Fire Permit No. and exact address fir shut down or restoration epprovaLL 11.115 5UGGF51W LAYOUT" 15 13A5112 UPON INPOPMA110N PPOVII2SI2 13Y OT1-1FP5, CHANGF5 IN CON51PUC110N Of? FIFLP CONI2I110N5 MAY OCCUR WHICH MAY P�QUIP� CHANGF51'011.5 LAYOU1, 11" 15 In l 55P0N5113ILI1"Y OF 11-15 IN51"ALL5l 1.0 NOTIFY AP5X 19551GN 55PVIC55 OF SUCH CHANG55, p Without Comments As Noteb i Rel Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance v',Ith current City standards. Acceptance is subject to errors and omissions which do not authorize vioiai:orns of :adopted standards and ordir;anceThe responsIbIlit'/ 'For the adequacy of design re.s ' ota,ll`v on') %i r deigner. Additions, deletions Or ;•evisior'= +o he drawings after this date will void acceptance c enc will ?squire a resubmittal of revised ent approval Final acceptance is subject to i1 .ia 6 The Tukwila Fire Prevention k3u .enu. Dated' / S' By: n Inspection by -taw(b1) ►ntit.A. \'.-l\L-.-- CO \I\sCT101\ 5 COLO/ LIN�11'�� L�G�NE2 C3LU5 LIN::5- F55p i0 FIXTh 55 (L3A11-, 5H0WTP, FTC,) , 13LACK LIN5S 5PI?INKL5I? HFAI2 1"0 SPPINKL5P WAR - I/ 2" PIPE SIZS 3/ 4" Pr.: 51Z: - I" PIPE; 51Z5 11/ 2" PIPS 51ZF G�\ L NO1":5f IF A MV 15 IN51"AAL- t2, NO MOPS 1' -AN AN 6 P51 PP 55UI tPOP K 26 GPM 15 pQURFn, A 1 l l A9OLI,O 01? 61-11.F 5M5 PE V 15 PFCOMMNvPW. 5fl INKl.NP SYSTEM 13 5IGNE21-01'- 20I3 NFPA Iib 51AANiAI 2 )(T SH0L1)E T4' SOFFIT ® H,� LOC49-16 I,OOi" I 11'2x.10'10 DIRFCT VENT Cx4 FIP=FLAC:E 7 ZERO CLEAR, i... INSTALL PER MANUF. PCS. F4M 1 1.10C49-16 NQtE 4(:)1-) .AL_L. fUI c Ft Ih lh,lz FC49-18 /0 F ASS LOCATE C.5.4. 6ETWEEN JOIST`, LLP -16 H112 Law -1 FC4;9 LINEN LLPFC49-16 PROMO l 3/ a' SOLID co 000 J9 20 MN. fil ,E 00( WiTH SELF -0 CE. IMPACT --- BARRIER ARRIER O. C;Fr DET41 6 MIL. POLY OR /-+PFROVI SAF 9T4909 WITH JOINTS L • MORE TiHAN 6' REQUIRED 9'ETIUE SLA5 AND F19EFARED9 05304 Appl(c. oriva carp inat 304.1) t in ara2e5 and shall be with a mini!num ance cf 6 f�Et rim) above t1, 5-I ftOW SWI1CH I'15iI'. A55sM3�Y 31 FAas LI C49 -I MA\ftOO 0 479-20 H24 Lac49-10 ? CFM 5/0x2/6 TU WW/ SHOWER \O ...; V r' AQUAPEY, MWM 5.1 TO MND 5Pl\K LOOP o� 1 / ilI 0" 0 0 00 / 411 I ' -0" PAID APR 22 2016 TUKWILA`FIRE "ZSBZ 4 75. SO • DESIGNSERA ,00,,,, etingeaMak, 4\ i A C\r►� a • `""°ms' 0"..../ I II?: 591?INKI.N?. CONTACT: 1071 47th PI W Mukilteo, WA 98275 PH: 425-493-9680 PAX: 425-493-97I7 CONTACT PHONE #: 5A55 PP: SCAL5: 51p5N11AL FIRS PP01'5C110N 5Y51tM 12551GN5I213Y: 1113M 'TM: 1/ 2" 10 1-1/ 2" AQUAPSX CHSCKS1213Y: 5PPINKL.5P INFOPMA11ON V # OF N5A12511.115 5I -MMT - 25 # OF HSAI251-15 J013 - 25 5TA11C PM551,1 I5= 90 ,•. 1 `._ C) iilil ii WA GTR N !:TINE -- 6CIITIFIGnIrt or coMV BTENCTEM`-� FIRa r /tOTECT/0N eR EVS ff `642.0508, Rooter. . 1 ainier Vie :ill Brian Be►k� e`el /s1":01. • • 'NI 1"191.1 V ■.\ 12/310 Nab _ fir • ; • ■ p�1�IrcF l, ..w--• CC) V ` CO .-��' < \ N\ `� < k..1, 0 N/ > \ NA \ 2 4 PP5LIM, & CON51, 2-29-2016 i NO. 15VI50N/ 155U5Ni PAS r PPOJ5C1' # : 160229-01 COMPANY: PAINI5P VISW P0015P CONTACT: 13I11 t 5LKNAP CONTACT PHONE #: (253) 435-I996 SCAL5: 1/ 4" s 1' -0" 12551GN5I213Y: KAP5N 13A1313 CHSCKS1213Y: 51SPHANIF FAI-FY V 00