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HomeMy WebLinkAboutPP - 5148 S 172ND LN - RESIDENCE - PERMITS AND PLANS13-S-148 5148 S 172ND LN ASSOCIATED PERMITS D12-073 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** INA441,VTUKWILA FE King Co. Assessor's Tax No.: g ( 2-502,00Z- Site Address: 5146 C _ VILL\LoLe m Tenant Name: Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions about the submittal. SI 061 Vi''`` CJ�N�1 i� Suite Number: Floor: New Tenant? ❑ - Yes 1=1- No Name: City Company Name: I\ -.K (0 i. OItCT1 ©f) O Mailing Address: E-mail Address:_ Total number of new/relocated devices or sprinkler heads: Day Telephone: State Zip RA-Leiorrt Valuation of Project (contractor's bid price): $5 Ca r)0,9 t7) Scope of Work (please provide detailed information): City Fax Number: 1-11tn253r) Sktyv,to Sr --19 )e4 13PA ISD c Yt1 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 PE BUILDIN Signature: Print Name ORIZED AGENT: Plan Permit App.doc 1/2/13 Day Telephone: Date: TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit t3 -s-1423 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: SL- Type of Inspection: Fire Alarm: Address: Suite#: GIGS S. i1ZPil> Contact Person: Special Instructions: Phone No.: FApproved per applicable codes. I I Corrections required prior to approval. COMMENTS: G \ k.L__ r Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector s_r---? Date: /04--/y 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 ci aia - 07E. /3-5-/N PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: 1 S � N I(1 —RA �.J � 14 le Sprinklers: Type� of Inspection:: V' 1 Address: Suite #: S1 it 0 E i % � Arti Monitor: Contact Person: Special Instructions: fo & Phone No.: pproved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: 8c, a —r -e -d- — fo & s& saltikgp.404. moat) - 4m, i nda► a c ... A hI.,_ woad, i 1.64, s VA 7 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: ,a4 . Date: 2.1/21/ t, 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 6/11/10 T.F.D. Form F.P. 113 • INSPECTION NUMBER INSPECTION RECORD Retain a copy wit I nit PI Z — 073 —1q8 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: .►n' ����wt (A ko Wk4 Type of Inspection: SPIe_ Address: Nb Suite#: '/Lig S. f12_ Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: a W -R- la��e r — (iSliv. ck Civa-fie r --N Permits: y — NO Q -14:vv J r r-> A ti tcP Act. - t/2.- -4 -k- ATTAC V 1 ticyjt -- 011.war- kik If-' N " ' L -- /l/OYV of r(i311(, by 08.9—v._ Wiktztr •p t y 0041 Ar C. pl t1/4 --NS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector's fimf 63 Date: 7/5-7 if 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 6/11/10 T.F.D. Form F.P. 113 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with pe u it 0/2 -0,3 13 s-iy& PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project: % �` % /1 /n 1:4 L)t(Af OP.', e- Type of Inspection: Co cIC Address:/ Suite #: 7'(g. si ")2 �/' Contact Person: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: < #0 e Neil hutcJWik Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector6(I pP7L'Z/ Date: ek. Z Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 6/11/10 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East, Tukwila, Wa. 98188 206-575-4407 Project:j S'in iIa lime. -iv ju(� Type of Inspection: ecoue/ Address: Suite #: c p-/$ C/7Zid Conthct Person: Special Instructions: Phone No.: VApproved per applicable codes. Corrections required prior to approval. COMMENTS: a o - ©K clef 1- $ 5oPJ/ 10 1ar/P11� Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: kr rn S -t/ Date: "heh3 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 6/11/10 T.F.D. Form F.P. 113 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR SINGH TUKWILA HOME TUKWILLA, WASHINGTON FILE NUMBER N15051 DATE: 08/04/15 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.1 gpm FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 37.12 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: NORCOFP015JO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 a WASHINOTOItSTATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Edwin P. Cogar 4295 -0499 -CG t e et 3 Norco Are Pt•,rri, NORCO Signature , oat • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/4/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA WATER SUPPLY ANALYSIS O 0 I 04 E I> > IsE 1 0 0 s3 -1s4 Hoa+ 1 �osCI, oc.) 0 0r -I »ra •>,v u) moo 1 m W Q, • m H N 1 m N O N U) 3 (] a 1 14 (I) A 11 0 H H ° I m mWHa•ma ri o I -r+ N o >, 04a ..-I S r 0 .-4 m cn Vi 04 4.3 > Sr I ID0.N • O FC r 1 a co FC o4 N H O 0 O W m 1 N x i ro m o o i o Xro r -- 0o tn N I 3 ro O O 4.3 '1 I w N 4.3 ro I 4J 4) cn 1 0 a' —w ro U -ri 1 � 1 -d a 0 0 O 0 0 0 0 0 O 0 O 0 O O O O co l— lD u) a. Cr) N r -I 044 0r.3 aawmcJ) c4 rj3 --O.m-ri- 0 O 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/4/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 75.0 73.0 50.0 74.4 26.1 37.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 7.2 3 19.4 7.3 4 19.0 K= 4.90 7.2 13.1 5 19.4 7.8 6 9.4 13.5 7 9.4 12.1 B 0.0 34.2 C 0.0 25.7 D 0.0 25.6 E 0.0 - - - - 21.6 F 0.0 20.2 W 0.0 19.3 A 0.0 SOURCE 37.1 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 8/4/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA NFPA PIPE DATA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 4.90 13.0 Disch 5.0 6.17 150 0.2 2 19.4 7.2 0.0 1.000 5.00 0.2 1 19.0 7.0 13.0 1.101 11.17 0.031 0.3 Pipe: 2 0.0 0.0 3 19.4 7.3 5.8 1.000 2 19.4 7.2 5.8 1.101 Pipe: 3 4.90 13.1 Disch 3 19.4 7.3 -8.8 5 1.000 4 19.0 7.2 4.4 1.101 Pipe: 4 4.90 13.1 Disch 5 19.4 7.8 -4.4 3 1.000 4 19.0 7.2 8.8 1.101 Pipe: 5 0.0 0.0 5 19.4 7.8 7.2 1.000 2 19.4 7.2 7.2 1.101 Pipe: 6 0.0 7.2 2 6 9.4 13.5 8.8 4 1.000 5 19.4 7.8 16.0 1.101 Pipe: 7 0.0 4.4 4 7 9.4 12.1 5.8 2 1.000 3 19.4 7.3 10.2 1.101 Pipe: 8 0.0 0.0 6 9.4 13.5 10.2 3 1.000 7 9.4 12.1 10.2 1.101 Pipe: 9 0.0 10.2 7 W 0.0 19.3 16.0 5 1.000 6 9.4 13.5 26.1 1.101 Pipe: 10 0.0 0.0 F 0.0 20.2 26.1 6 W 0.0 19.3 26.1 6.5 27.0 24.0 18.0 19.0 12.0 23.0 12.0 1.000 G: 2.0 1.101 9.08 150 6.50 15.58 0.007 47.50 150 27.00 74.50 0.004 31.58 150 24.00 55.58 0.015 42.54 150 18.00 60.54 0.010 11.33 150 19.00 30.33 0.045 9.12 150 12.00 21.12 0.019 52.62 150 23.00 75.62 0.019 3.00 150 12.00 15.00 0.112 6.00 150 2.00 8.00 0.112 0.1 0.0 0.1 0.1 0.2 0.3 0.6 0.2 0.8 0.6 0.0 0.6 5.7 -4.3 1.4 4.7 -4.3 0.4 1.5 0.0 1.5 5.8 -4.1 1.7 0.9 0.0 0.9 Pipe: 11 0.0 0.0 80.00 150 1.4 E 0.0 21.6 26.1 W 1.500 0.00 0.0 F 0.0 20.2 26.1 1.610 80.00 0.018 1.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/4/2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGH TUKWILA 2.SDF JOB TITLE: N15052 HARRY SINGH TUKWILA Pipe Tag K-fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 12 0.0 Fixed Pressure Loss Device D 0.0 25.6 26.1 F 4.0 psi, 26.1 gpm E 0.0 21.6 26.1 Pipe: 13 0.0 0.0 C 0.0 25.7 26.1 E D 0.0 25.6 26.1 1.000 0.998 1.00 150 0.00 1.00 0.180 Pipe: 14 0.0 Fixed Pressure Loss Device B 0.0 34.2 26.1 D 8.5 psi, 26.1 gpm C 0.0 25.7 26.1 Pipe: 15 Source 0.0 A 0.0 37.1 26.1 C B 0.0 34.2 26.1 NOTES (HASS): 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.180 (1) Calculations were performed by the HASS 8.5 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.061 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 73.15 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP 0.2 0.0 0.2 2.9 0.0 2.9 DATE: 8/4 JOB TITLE PAGE: * Diameter (in) 0.998 PAGE: A Diameter (in) 1.610 PAGE: F Diameter (in) 1.101 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 /2015 C:\HASS\DATA\2015 CALCS\N15052 HARRY SINGI TUKWILA 2.SDF : N15052 HARRY SINGH TUKWILA MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 MATERIAL: CPVC HWC: 150 Equivalent Fitting Lengths in Feet E L T R K C 45 El Tee RunT Kplg ChkViv 1.00 5.00 5.00 1.00 1.00 8.00 G Gate 2.00 NORCO FIRE PROTECTION, INC. 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR SINGH TUKWILA HOME TUKWILLA, WASHINGTON FILE NUMBER N13040 DATE: 06/12/13 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: RESIDENTIAL .05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS sq. ft. COVERAGE PER SPRINKLER 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 0 gpm TOTAL WATER REQUIRED (including hose): 26.1 gpm FLOW AND PRESSURE (@ BOR): 26.1 gpm @ 32.2 psi SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER NORCOFP015JO CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50110271) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/24/2013 C:\HASS\DATA\2013 CALCS\N13040 SINGH TUKWILA HOME.SDF JOB TITLE: SINGH TUKWILA HOME WATER SUPPLY ANALYSIS 0 0 J(1) 4) 0 pi 4 0 u u b a a 0 b O u 01 01 C.) U 0 0))• 0•r�I 0 u) 0 k En 1/40 aro MN MN ME Fl 0) b 4) A Q.�' )4 ) d) A O Z 4) -.-1a -rl N 5 W W Q a ami a 4 -) C7 ro 4-i b m W r -I O -.1 N 0 >1 -ri 4 -rl ri 0 N C!) Cn U) ro • b" • 04 4N 4X'i a 0 O r1 N 0 — o rn 0 — O W O —o N O — 0 — 0 ri O O O • O O O N 0 0 0 • • 0 0 0 O I` 0 rC `J C7 W EU a4 W u) v) a W C�. rn -• I O• 0 0 O N rl 0 0 N .-1 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/24/2013 C:\HASS\DATA\2013 CALCS\N13040 SINGH TUKWILA HOME.SDF JOB TITLE: SINGH TUKWILA HOME NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 75.0 72.0 50.,0 74.1 26.1 44.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 19.0 K= 4.90 7.0 13.0 2 19.4 - - - - 7.2 3 19.0 K= 4.90 7.2 13.1 4 19.4 7.5 5 19.4 9.1 6 19.4 9.0 7 9.4 16.0 W 5.4 21.0 B 0.0 41.4 C 0.0 37.4 D 0.0 35.6 E 0.0 32.2 F 0.0 23.7 A 0.0 SOURCE 44.2 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/24/2013 C:\HASS\DATA\2013 CALCS\N13040 SINGH TUKWILA HOME.SDF JOB TITLE: SINGH TUKWILA HOME NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (] Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (I To Node El (ft) PT Tot. (Q) Disch Act ID (ft.) T Pf/ft. (I Pipe: 1 4.90 13.0 Disch 2 19.4 7.2 0.0 1 19.0 7.0 13.0 Pipe: 2 4.90 13.1 Disch 2 19.4 7.2 0.0 3 19.0 7.2 13.1 Pipe: 3 0.0 0.0 4 19.4 7.5 11.9 2 19.4 7.2 11.9 Pipe: 4 0.0 0.0 5 19.4 9.1 11.9 2 4 19.4 7.5 11.9 Pipe: 5 0.0 14.3 2 5 19.4 9.1 -12.7 7 6 19.4 9.0 1.6 Pipe: 6 0.0 0.0 6 19.4 9.0 14.3 2 19.4 7.2 14.3 Pipe: 7 0.0 1.6 6 7 9.4 16.0 11.9 4 5 19.4 9.1 13.4 Pipe: 8 0.0 14.3 2 7 9.4 16.0 -1.6 5 6 19.4 9.0 12.7 Pipe: 9 0.0 12.7 6 W 5.4 21.0 13.4 5 7 9.4 16.0 26.1 Pipe: 10 0.0 0.0 F 0.0 23.7 26.1 7 W 5.4 21.0 26.1 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 1.000 1.101 5.0 5.0 7.0 19.5 24.5 16.0 35.5 40.5 21.0 7.20 150 5.00 12.20 0.031 2.45 150 5.00 7.45 0.031 4.50 150 7.00 11.50 0.026 40.12 150 19.50 59.62 0.026 50.00 150 24.50 74.50 0.001 33.38 150 16.00 49.38 0.036 44.45 150 35.50 79.95 0.033 49.50 150 40.50 90.00 0.029 8.00 150 21.00 29.00 0.112 3.00 150 0.00 3.00 0.112 Pipe: 11 0.0 Fixed Pressure Loss Device E 0.0 32.2 26.1 W 8.5 psi, 26.1 gpm F 0.0 23.7 26.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/24/2013 C:\HASS\DATA\2013 CALCS\N13040 SINGH TUKWILA HOME.SDF JOB TITLE: SINGH TUKWILA HOME Pipe Tag K-fac Add F1 Add F1 To Fit: L C (1 Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (1 To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (1 Pipe: 12 0.0 0.0 12.00 150 D 0.0 35.6 26.1 F 1.000 3E: 7.1 7.11 E 0.0 32.2 26.1 0.998 19.11 0.180 Pipe: 13 0.0 0.0 C 0.0 37.4 26.1 E D 0.0 35.6 26.1 1.500 1.610 100.00 150 0.00 100.00 0.018 Pipe: 14 0.0 Fixed Pressure Loss Device B 0.0 41.4 26.1 D 4.0 psi, 26.1 gpm C 0.0 37.4 26.1 Pipe: 15 Source 0.0 A 0.0 44.2 26.1 C B 0.0 41.4 26.1 NOTES (HASS): 1.000 T: 5.9 0.998 10.00 150 5.93 15.93 0.180 (1) Calculations were performed by the HASS 8.3 computer program under license no. 50110271 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.040 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 12. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node A under full flow conditions is 73.03 compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/24/2013 C:\HASS\DATA\2013 CALCS\N13040 SINGH TUKWILA HOME.SDF JOB TITLE: SINGH TUKWILA HOME PAGE: * Diameter (in) 0.998 PAGE: A Diameter (in) 1.610 PAGE: F Diameter (in) 1.101 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatV1v AlmChk DPV1v NPTee 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 MATERIAL: CPVC HWC: 150 Equivalent Fitting Lengths E L B R C 45 El BrT RunT Cplg 1.00 5.00 5.00 1.00 in Feet S G SwCk Gate 1.00 8.00 2.00 to 49'-O" MASTER SU 6" ELECTRIC BELL WIRING AND CONDUIT BY OTHERS 7%40" LOFT 5'-1O 112" 5' 71/2" UPPER FLO R SPRINKLER PIPING ter ❑ Without Comments t As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance vlith current City standards. Acceptance is subject to errors and omIZ;sions which do not auZhorizt violations of adopted ..:,; , ri: 3rds and os`tlina tc ts. -Th. .. rrrxsl tlt, fw the- •. + CZ.quacy o u ? , '� :z°`. hof ` :\yw with t designer. to F riK}: the drawings di �;i�r •4i i.°.a�.';� i'�otsl \.qa:l..i..-.'s.....;,.L?y: 1k1..4+3:{ wlif'reg1uirea .T:".'.'tw{.ire$ei 1...,.. sc.?:.7+',:'Duuut approval. F? tzi: T gc ' 'o rieW test and Ertspedion by ine 6„o-e..rw C01.0/ w,4, 01144abroI ?vl.i1K- Lucile, stye' 11,t4f(flow) t f rfvb9J• 2 X 1RUSS OF ROOF nU6010 R-33 ATTIC NSUAMIN 73011 TREATED F AXE 10'x95 AA:aER MIS r mown' TUKWILA FIRE DEPARTMENT Phase call 206-575-4407 and gives, 1s Fire Permit No. and exact add, '5 for shut - own or re toratfon approval. ENGINEERED TRUSSES C24 0.C. BY 5'-2" 5'-11" SEC IRE AGAINST LPWARD MOVEMENT FIRE SPRINKLER RISER LOCATION ASTM r442 C PVC B RANC I ILFNE rLOO/ C OILING rCboR [-IRE SPRINKLER *NSF INTERNATIONAL APPROVED rOR LSE WITII POTABLE WATER FLOOR JOISTS SEC LRC AGAINST LPWARD MOVEMENT ASTM r442. C PVC B RANC I imic C OILING FLOOR JOISTS FIRE SPRINKLER *NSr INTERNATIONAL APP.ROVED rOR LSE WITII POTABLE WATER STEEL PIPE 124CONCBIRAFPN BUILDING PAPER. MIDGE VENINO, FINISHED GRADE ti BEDROOM -3 (SZE MERINO BY WRING 11D111) SINK 224 O 1270.E @EDRO0M-2 FAMILY ROOM 12' MISTS OR SEGE- OF LLL AS NOTED 01 31228 211 2YP. MOOR CONSRm CIIC0 +' T&GPU.1110�0�0� CROSS U12220U00 2.20000 KITCHEN rhICK CONC. GRAN 11E &411,244.C. FOR toNT el IL RACK IAPPCV R BA022 30 NSUA110N 710. EXT 2011 2ANSIRUC11011: 2URD103 RAPD SIDING RM 2X'20* MUDS 226" ac R21 BATT NSpADON )i' GYPSUM 1301/21 111121 10 r1E -8 11NI -VAPOUR BARRIER -BRYwALL FINISHED GRADE 00mJUOU3 S 8' 10' 12' 14' 16' 18' SECTION A SCALE:1/4"-1' NOTES REVISIONS B LAZEMASTER* C PVC EMALE ADAPTER MAIN FLOOR SPRINKLER PIPING 001d.0 NW' Srr TA9 r 9r OW FOR N..M9r4 Or-ANGrRS RrQ..IRr) ASTM x442 CNC 9RANC- INr' MINIMUM ALLOWAB LE I IANGERS Dr12 rNGT- Or PIPr Dlor SIZr inches Pipe eng.h 1 -anger 2 -angers 3 -angers 3/4" 0'-0" TO 5'-6" 5'-7" TO 11.-0" 11'-1" TO 16'-6" 1" 0'-0" TO 6'-0" 6'-1" TO 12'-0" 12'-1" TO 18'-O" 114" 0'-0" TO 6'-6" 6'-7" TO 13'-O" 13'-1" TO 19'-6" 134" 0'-0" TO 7'-0" 7'-1" TO 14'-0" 14'-1" TO 21'-0" 2" 0'-0" TO 8'-0" 8'-1" TO 16'-0" 16'-1" TO 24'-0" 234" 0'-0" TO 9'-0" 9'-1" TO 18'-0" 18'-1" TO 27'-0" 3" 0'-O" TO 10'-0" 10'-1" TO 20'-0" 20'-1" TO 30'-0" * NSr INTrRNATIONA ADDROVr) FOR ..Sr WIT- P0TA9 r WATrR ALLOWANCE rOR FRICTION LOSS IN CPVC FITTINGS (EXPRESSED IN EOLIVALENT FEET OF PIPE) FITTING PIPE DIAMETER 3/4" 1" 11A" 1W' 2" 21h" 3" TEE B RANC I I 3 5 6 8 10 12 15 TEC RLN 1 1 1 1 1 2 2 ELB OW 90' 7 7 8 9 11 12 13 CLB OW 45' 1 1 2 2 2 3 4 COLPLING 1 1 1 1 1 2 2 B LAZEMASTER® PIPE DIMENSIONS S)R 13.5 (ASTM x442) INC-rS (MI IM°TrRS) NOMINA SIZr AVrRAGr 07 AVrRAGr 17 PO..N)S/CT. 3/4" (20.0) 1.050 (26.7) .874 (22.2) .168 1" (25.0) 1.315 (33.4) 1.101 (28.0) .262 134" (32.0) 1.660 (42.2) 1.394 (35.4) .418 134" (40.0) 1.900 (48.3) 1.598 (40.6) .548 2" (50.0) 2.375 (60.3) 2.003 (50.9) .859 234" (65.0) 2.875 (73.0) 2.423 (61.5) 1.257 3" (80.0) 3.500 (88.9) 2.951 (75.0) 1.867 DIDr -ANGrR (C 0Sr TO Trr) C rl ING N rlRr SPRINK rR ASTM x442 CNC 9RANC- INr' W00) .0ISTS * NSr INTrRNATIONA ADDROVr) FOR ..Sr WIT- POTA9 r WATrR FLOOR TO NORCO FIRE PROTECTION POINT OF CONNECTION RISER DETAIL mho 152'5110" C PVC DROP C EILING FIRE SPRINKLER C PVC DROP CEILI FIRE SPRINKLER MAXIMUM SPACING OF HEADS TO BE 18 X 18 AND 9' OFF WALL IN SINGLE HEAD ROOM MAXIMUM SPACING OF HEADS TO BE 16 X 16 AND 8' OFF WALL IN MULTIPULE HEAD ROOM SPRINKLER SYMBOLS , SYMBOLS ® SYSTEMS RiSER 0 RISE UP o DROP DN_ 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING x#01 HANGER TYPE AND LOCATiO O UPRIGHT HEAD p PENDENT HEAD D SIDE WALL HEAD LEGEND OA UPRIGHT OVER PENDENT 25 PIPE SIZING 1 HYDRAULIC CALC NODE REVISION NUMBER 1❑ BRANCH UNE NUMBER WELD TAG NUMBER DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. 134" 26 CONCEALED WHITE 160 4.9 1/2" 7/16 RELIABLE RC 49 Defaul (§)4 4 DRY PEND WHITE 160 5.6 1" 1/2" RELIABLE F3 QR Defaul 3OTOTAL HEADS ON THIS PROJECT TABLE 1 MAXIM..M S..PPORT SPACING 71STANCr rN) INF SPRINK rR -rA) )ROP r 90W PIPr SIZr inches SYSTrM PRrSS..Rr < 100 psi > 100 psi 3/4" 9" 6" 1" 12" 9" 134" 16" 12" 134"-3" 24" 12" TAB LE 2 MAXIM, M S..PPORT SPACING )ISTANCr IN INr SPRINK rR -rA7 )R0P Trr PIPr SIZr inches SYSTrM PRrSS..Rr < 100 psi > 100 psi 3/4" 4' 3' 1" 5' 4' 114" 6' 5' 134"-3" 7' 7' GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 2007 edition and Fire Department requirements: 2. System hydraulicallyy calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Avcon Hangers to be used - Fig 511 & no block & head set. 5. All underground piping to conform to local Water Department requirements. This Is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed should be to be steel, cpvc Is exceptable. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a Pressure at base of riser b Sprinkler head location and spacing. c Heads located from heat zones d Exposed aping should be steel. e Sprinkler heads in unconditioned areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinklers may be omitted from closets Tess than 3'0" in depth or not over 24 sq. ft. CIRC TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..M) TrST PRrSS..Rr PIPr SIZr inches Ambien. Tempera.ire ) 2ring C ire Period 60'r .o 120'r 40'r .o 59'r 0'r .o 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 134" 1.5 hr. 16 hr. 120 hr. 114" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No.e 1 234" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No.e 1 ror .hese sizes, .he solver'. cemen, can be applied a, .empera.,res below 32'r, however, .he sprinkler sys.em .empera.2re m As. be raised .o a .empera.tre o' 32'r or above and allowed .o core per .he above recommenda.ions prior .o press ire .es,ing. CLRE TIMES WITII ONE STEP SOLVENT CEMENT 200 psi (MAXIM..M) TrST DRrSS..Rr PIPr SIZr inches Ambien. Tempera.ire )ring C ire Period 60'r ,o 120'r 40'r .0 59'r 0'r ,0 39'r 3/4" 45 min. 1.5 hr. 24 hr. 1" 45 min. 1.5 hr. 24 hr. 114" 1.5 hr. 16 hr. 120 hr. 134" 1.5 hr. 16 hr. 120 hr. 2" 8 hr. 36 hr. See No.e 1 214" 8 hr. 72 hr. See No.e 1 3" 8 hr. 72 hr. See No.e 1 No.e 1 ror .hese sizes, .he solven. cemen. can be applled a..empera.res below 32'r, however, .he sprinkler sys,em .empera. re m /s. be raised .o a .empera, re o' 32'r or above and allowed .o core per .he above recommenda.lons prior .o pressre .es.ing. PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'r) (ONE END RESTRAINED) PIPE SIZE Inches LENGTH or RLN (9 IN FEET 2' 5' 7' 10' 12 15' 17' 20' 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.4" 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 11/4" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 11h" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 2" 0.6" 3.5" 6.8" 13.9" 20.0"- 31.2"- 40.0 55.4" 21h" 0.5" 2.9" 5.6" 11.4" 16.5" 25.8" 33.1" 45.8" 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" L2 d = 0.32 A L!1 A: (D-203mm)+B : D 762mm SOFFIT FORMULA AFCON 511 C.P.V.C. PIPE HANGER SIDE MOUNT 166712111616 CARSON 6i837. APPROVALIMAM CUL L M1 . FINISH MIL. GALVANIZED, G41 GOVERNMENT SPEC. C.PV.c MR A II C 11AL.v.t;. BIM 3/4" (20.0) 5.5' () SAI" 31/2" 11V13 13115 5121 i" 3319" 11100 13115 0 1114" 4380" 13111 13116 411/2 11 R" 47/10 27/61 13115 7 3" 4713" 17/10 13115 $ B LAZEMASTER® PIPE S)R 13.5 (ASTM r442) -ANGrR SDACING NOMINA SIZr MAX SPACING inches (mm) 'ee. (m) 3/4" (20.0) 5.5' (1.7) 1" (25.0) 6.0' (1.8) 134" (32.0) 6.5' (2.0) 134" (40.0) 7.0' (2.1) 2" (50.0) 8.0' (2.4) 234" (65.0) 9.0' (2.7) 3" (80.0) 10.0' (3.0) PERMISSIBLE BENDING DEFLECTIONS SDR 13.5 (73'F) (ONE END RESTRAINED) DIDC. Sir. inches LENGTI I or RLN (L) IN FEET 2' 5' 7' 10' 12' 15' 17' 20' 25' 30' 35' 40' 45' 50' 3/4" 1.3" 7.8" 15.4" 31.3" 45.1" 70.5" 90.6" 125.4" 195.9" 282.1" 383.9" - - - 1" 1.0" 6.3" 12.3" 25.0" 36.0" 56.3" 72.3" 100.1" 156.4" 225.2" 306.6" 400.4" - - 134" 0.8" 5.0" 9.7" 19.8" 28.5" 44.6" 57.3" 79.3" 123.9" 178.4" 242.8" 317.2" 401.4" - 134" 0.7" 4.3" 8.5" 17.3" 24.9" 39.0" 50.1" 69.3" 108.2" 155.9" 212.2" 277.1" 350.7" 433.0" 2" 0.6" 3.5" 6.8" 13.9" 20.0" 31.2" 40.0" 55.4" 86.6" 124.7" 169.7" 221.7" 280.6" 346.4" 234"0.5" 14 2.9 " 5.6" 11.4" 16.5" 25.8" 8 33.1" 45.8" 71.5"0 1 3.0 140.2" 2 183.1" 231.8" .8 286.2" .2 3" 0.4" 2.4" 4.6" 9.4" 13.5" 21.2" 27.2" 37.6" 58.8" 84.6" 115.2" 150.4" 190.4" 235.1" 2 d = 0.329 ORCO Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 OWNER INFORMATION NAME SIDHU HOMES INC ADDRESS 4645 S 148TH ST TUKWiLLA, WA 98178 PHONE 425-766-2500 FIRE DEPT INFORMATION NAME TUKWILA FIRE DEPT ADDRESS 444 ANDOVER PAARK EAST TUKWILA, WA 98188 PHONE 425-481-8827 WATER DEPT. INFORMATION NAME ADDRESS PHONE WATER INFORMATON STATIC 75 RESIDUAL 20 GPM 4856 MAIN SIZE 8" SOURCE AS BUILT DRAWING TUKWILLA WATER DEPT BUILDING INFORMATION SQ. FT. 4198 SQ.FT. TYPE Wood Frame OCCUPANCY Residential LEGAL DESCRIPTION TAX PARCEL ID# 81250200238 6.5.3 A warning sign, with minimum 1/4 inch letters, shall be affixed adjacent to the main shutoff valve and shall state the following: VICINITY MAP > 210 SCALE 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. SINGH TUKWILA HOUSE 5148 S 172ND LANE TUKWILA, WASHINGTON CONTRACTOR: NORCO FIRE PROTETION, INC. N s PIPING PLAN AREA 1 PERMIT NO. CONTRACT NO. N13040 APPROVAL TUKWILLA FIRE DRAWN BY ED COGAR SCALE 1/8" = 1'-0" DATE 6/12/12 'I FP 1 of 1 P�