Loading...
HomeMy WebLinkAboutPP - 5160 S 170TH ST - RESIDENCE - PERMITS AND PLANS15-5-121 5160 S 170TH ST ASSOCIATED PERMITS D14-0327 D13-104 04:4 .1112 ERE SITE LOCATION CITY OF TUKWILA ECEIVED FIRE MARSHAL'S OFFICE 206-575-4407 2 3 2015 ILA FIRE 9.04:% 0 213 5°13 FIRE PROTECTION SYSTEMS PERMIT APPLICATION�b 5 3 43 Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: /� Site Address: 516a S. /70 4N- shoed ?dwlha ➢ WA ?MB Suite Number: N/7f Floor: A/Jl' 1 Tenant Name: X/4 New Tenant? ❑ - Yes ❑ - No Property Owner's Name: /NDN- s Sick L 1 bS L Mailing Address:_ 2201 y' / 3 Ave S lies Aloln.er L4/R 78/98 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: ©� Seeev Day Telephone: 4953 - 926- Oo9p Company Name: (/ / ?# - §ou'A-4Iers �� e Mailing Address: �Y ` £7 E dui It /OZ & Wil 98390 City State Zip E-mail Address: O/�S [� 7`r�e Spy �PlS/he , co/7y Fax Number: 453 - 6',26 - /033 Contractor's City of (Tukwila Business License number: bjig - Off g y,.3 Total number of new/relocated devices or sprinkler heads: 3y Valuation of Project (contractor's bid price): $ c5 53/ Scope of Work (please provide_detailed information): _its 4, tiFA9 /3y) y4' /tr X18 '/ �i�toct,4..0a ./(14.4_- AW (orae . 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 o Sever Date: 0712, J/S Day Telephone: £53- 826' - 99 8/22/14 TFD FP Form 8 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit bit/. 6 327 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: M,ti% lisp' ce.. TyRe of Inspe ion: . Lf - „.A4 -L Address: ,S7 w Suite #: 5 ( 70 't"'' Contact Person: Special Instructions: Occupancy Type: Phone No.: 'Approved per applicable codes. Corrections required prior to approval. COMMENTS: Iv41- - aK Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector4 (2 Date: /Z— ,Pk — IrHrs.: X100.00 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 per OY)QQ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: , PI IA) hers o 1(4.5 i e�Nee Type oNnspection: Sr Address: s—) 60 Suite #: f 70-1-- Contact Person: Special Instructions: Occupancy Type: Phone No.: [ViNApproved per applicable codes. Corrections required prior to approval. COMMENTS: c 7o) - 6 - �‘o 1,e417& - SP c7 o 4-Z. -- ©/c Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: Date: / 1_ 7.- f j 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 1 INSPECTION RECORD Retain a copy with permit INSPECTION NUMBER 0 j PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Di 2 c rj Project: in�R\°N 5 L5.4anJL Type of Inspection: \k4:61: o 5 -c...0,3 --- - . - Address: Address: Suite #: 5`60 s v-1 sk t Contact Person: Special Instructions: Permits: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector"c-N\ \5 \ Date: c.\\‘:>\\\5 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 4 FILE Tukwila Fire Prevention Bureau Al Metzler, Fire Project Coordinator Fire Prevention Bureau Review Memo Date: Project Name: Address: Permit #: Plan Reviewer: April 10, 2013 Minhas Residence 5160 S 170th St D13-104 Al Metzler, Fire Project Coordinator The Fire Prevention Bureau conducted a plan review on the subject permit application. Please address the following comments in an itemized format with revised plans, specifications and/or other applicable documentation. 1. Please provide a scaled site plan which shows the relationship of the house to the public road(s) and the location of the nearest fire hydrant. Should there be questions concerning the above requirements, contact the Fire Prevention Bureau at 206-971-8718. No further comments at this time. ti FIRE SPRINKLERS INC. 1524 45th St E, SUITE 102 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR MINHAS RESIDENCE 5160 S. 170TH ST. TUKWILA, WA 98188 REMOTE AREA 2 FILE NUMBER: 7313 DATE: 7/29/15 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 1 HEAD COVERAGE PER SPRINKLER: 324 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler TOTAL SPRINKLER WATER FLOW REQUIRED: 17.0 gpm TOTAL WATER REQUIRED (including hose): 17.0 gpm FLOW AND PRESSURE (@ BOR): 17.0 gpm @ 29.6 psi SPRINKLER ORIFICE SIZE: 4.9K SPRINKLER TYPE: VK457 SPRINKLER TEMP: 155° NAME OF CONTRACTOR: FIRE SPRINKLERS INC DESIGN/LAYOUT BY: OLEG SERGEEV AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # sl$Q___Q,j,. slot HRS SYSTEMS, INC. Gilt; __y I TE Of COMPETENCY IFIRE PROTECTION SPRINKLER SYSTEMS 14093-C Level3 FRloamcomo 8ed 6 7 -Z4 -1.c Est.., -. s a - Daowwwwwww..wNw.■.00soma SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/29/2015LCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE REMOTE 2.SDF JOB TITLE: 7313 - Minhas Residence WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 130.0 108.0 1500.0 130.0 17.0 39.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 17.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 17.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S3 21.0 K= 4.90 12.0 17.0 A2 21.5 - - - - 14.1 Al 11.5 19.2 TOR 11.5 20.0 BF1 4.0 23.3 BF2 4.0 27.8 BOR 0.0 29.6 UG -3.0 31.0 M1 -3.0 32.3 M2 -3.0 36.3 SRC -5.0 SOURCE 39.9 17.0 a ♦ar3,1,Hrla et63r ; a :i:44I4tj!T ) rr;ga1: * „ Tr n :q i Olen .:v.,?ir1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/29/2015LCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE REMOTE 2.SDF JOB TITLE: 7313 - Minhas Residence PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -17.0 1.101 PL 26.17 PF 2.3 S3 21.0 4.9 12.0 17.0 5.7 150 FTG 3TL PE -0.2 A2 21.5 0.0 14.1 0.0 0.050 TL 46.17 PV Pipe: 2 -17.0 1.101 PL 10.00 PF 0.8 A2 21.5 0.0 14.1 0.0 5.7 150 FTG L PE 4.3 Al 11.5 0.0 19.2 0.0 0.050 TL 15.00 PV Pipe: 3 -17.0 1.101 PL 4.46 PF 0.7 Al 11.5 0.0 19.2 0.0 5.7 150 FTG TL PE 0.0 TOR 11.5 0.0 20.0 0.0 0.050 TL 14.46 PV Pipe: 4 -17.0 1.394 PL 7.50 PF 0.1 TOR 11.5 0.0 20.0 0.0 3.6 150 FTG ---- PE 3.2 BF1 4.0 0.0 23.3 0.0 0.016 TL 7.50 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE BF2 4.0 0.0 27.8 0.0 4.5 psi, 17.0 gpm BF1 4.0 0.0 23.3 0.0 Pipe: 6 -17.0 1.394 PL 4.00 PF 0.1 BF2 4.0 0.0 27.8 0.0 3.6 150 FTG ---- PE 1.7 BOR 0.0 0.0 29.6 0.0 0.016 TL 4.00 PV Pipe: 7 -17.0 1.534 PL 3.00 PF 0.1 BOR 0.0 0.0 29.6 0.0 3.0 150 FTG L PE 1.3 UG -3.0 0.0 31.0 0.0 0.010 TL 5.39 PV Pipe: 8 -17.0 1.534 PL 130.00 PF 1.3 UG -3.0 0.0 31.0 0.0 3.0 150 FTG ---- PE 0.0 M1 -3.0 0.0 32.3 0.0 0.010 TL 130.00 PV Pipe: 9 FIXED PRESSURE LOSS DEVICE M2 -3.0 0.0 36.3 0.0 4.0 psi, 17.0 gpm M1 -3.0 0.0 32.3 0.0 Pipe: 10 -17.0 0.848 PL 10.00 PF 2.7 M2 -3.0 0.0 36.3 0.0 9.6 150 FTG T2LG PE 0.9 SRC -5.0 SRCE 39.9 (N/A) 0.179 TL 15.36 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 38011601 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/29/2015LCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE REMOTE 2.SDF JOB TITLE: 7313 - Minhas Residence (2) The system has been calculated to provide an average imbalance at each node of 0.016 gpm and a maximum imbalance at any node of 0.157 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 9.6 ft/sec at pipe 10. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 129.97 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkV1v BfyVly GatVly AlmChk DPV1v NPTee 0.848 0.71 1.77 0.71 1.77 2.13 0.35 3.55 3.55 1.77 1.534 3.16 6.32 1.58 7.11 4.74 0.79 7.90 7.90 6.32 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/29/2015LCULATIONS\O1-HYDRAULIC\7313_MINHAS RESODENCE REMOTE 2.SDF JOB TITLE: 7313 - Minhas Residence WATER SUPPLY ANALYSIS E O • u ) rI 0 r-1 m a 0 •O 0 Static: 130.00 psi Resid: z w w a E a N o • ro 1-1w a a� ro � a n3 • rn 1 rn .H • MM D N y ) I 1~ N N I a 0 0 CP o o a • i r p, ro H a E N N 1-1 u cn A 0. �I m s I N 0. U -i +) 1 4 UI I -H o 0 >, 1 rn Cr • PG M Fl • 1 N E ri N 0 0 0 0 0 0 N V• W OD C• ri co N ri ri C.9 4 A o w a w w cn v) 0 a: w -- a co -H --- O O 0 O O N In v 0 — 0 — U) O z SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/29/2015LCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE REMOTE 2.SDF JOB TITLE: 7313 - Minhas Residence WATER SUPPLY CURVE 132+ 0\\\\ I \\\\\ \\\\\ 121+ \\\\ \\\\\ \\\\\ \\\\\ 110+ \\\\ 1 * <-108.0 psi @ 1500 gpm 1 Flow Test Point 99+ P 88+ R 1 E 1 S 1 S 77+ U 1 R 1 E 1 66+ ( 1 P 1 S 1 I 55+ 1 44+ X 33+ 22+ LEGEND 1 1 X = Required Water Supply 1 39.90 psi @ 17.0 gpm 11+ 1 0 = Available Water Supply 1 129.99 psi @ 17.0 gpm 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) 9, FIRE SPRINKLERS INC. 1524 45th St E, SUITE 102 SUMNER,WA 98390 HYDRAULIC CALCULATIONS FOR MINHAS RESIDENCE 5160 S. 170TH ST. TUKWILA, WA 98188 REMOTE AREA 1 FILE NUMBER: 7313 DATE: 7/29/15 -DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA 13D DENSITY: 0.05 gpm/sq. ft. AREA OF APPLICATION: 2 HEADS. COVERAGE PER SPRINKLER: 256 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 26.0 gpm TOTAL WATER REQUIRED (including hose): 26.0 gpm FLOW AND PRESSURE (@ BOR): 26.0 gpm @ 32.7 psi SPRINKLER ORIFICE SIZE: 4.9K SPRINKLER TYPE: VK457 SPRINKLER TEMP: 155° NAME OF CONTRACTOR: FIRE SPRINKLERS INC DESIGN/LAYOUT BY: OLEG SERGEEV AUTHORITY HAVING JURISDICTION: CITY OF TUKWILA CONTRACTOR CERTIFICATION NUMBER: FIRESI*988RJ CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 38011601 ) HRS SYSTEMS, INC. 1 1 CERTIFICATE Of COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Usiecki 1470-0793-C Level 3 Fire Sprinklers Incorporated FIRESI*968RJ • E S 1 • Sl/MbOre ti SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/29/2015IGN\03-CALCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 130.0 108.0 1500.0 130.0 26.0 47.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 26.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S1 21.0 K= 4.90 7.1 13.0 S2 21.0 - - - - 8.3 1 21.5 K= 4.90 7.0 13.0 2 21.5 - - - - 8.1 A2 21.5 15.2 Al 11.5 21.2 TOR 11.5 22.8 BF1 4.0 26.3 BF2 4.0 30.8 BOR 0.0 32.7 UG -3.0 34.1 M1 -3.0 36.9 M2 -3.0 40.9 SRC -5.0 SOURCE 47.9 26.0 7:i i. fi?t ►,,,fife t a`. .'ti:T' a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/29/2015IGN\03-CALCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.101 PL 0.50 PF 0.2 S1 21.0 4.9 7.1 13.0 4.4 150 FTG L PE -0.2 1 21.5 4.9 7.0 13.0 0.031 TL 5.50 PV Pipe: 2 0.0 1.101 PL 0.50 PF 0.0 S2 21.0 0.0 8.3 0.0 0.0 150 FTG T PE -0.2 2 21.5 0.0 8.1 0.0 0.000 TL 5.50 PV Pipe: 3 -26.0 1.101 PL 9.33 PF 1.0 1 21.5 4.9 7.0 13.0 8.8 150 FTG ---- PE 0.0 2 21.5 0.0 8.1 0.0 0.111 TL 9.33 PV Pipe: 4 -26.0 1.101 PL 49.08 PF 7.1 2 21.5 0.0 8.1 0.0 8.8 150 FTG 3T PE 0.0 A2 21.5 0.0 15.2 0.0 0.111 TL 64.08 PV Pipe: 5 -26.0 1.101 PL 10.00 PF 1.7 A2 21.5 0.0 15.2 0.0 8.8 150 FTG L PE 4.3 Al 11.5 0.0 21.2 0.0 0.111 TL 15.00 PV Pipe: 6 -26.0 1.101 PL 4.46 PF 1.6 Al 11.5 0.0 21.2 0.0 8.8 150 FTG TL PE 0.0 TOR 11.5 0.0 22.8 0.0 0.111 TL 14.46 PV Pipe: 7 -26.0 1.394 PL 7.50 PF 0.3 TOR 11.5 0.0 22.8 0.0 5.5 150 FTG ---- PE 3.2 BF1 4.0 0.0 26.3 0.0 0.035 TL 7.50 PV Pipe: 8 FIXED PRESSURE LOSS DEVICE BF2 4.0 0.0 30.8 0.0 4.5 psi, 26.1 gpm BF1 4.0 0.0 26.3 0.0 Pipe: 9 -26.0 1.394 PL 4.00 PF 0.1 BF2 4.0 0.0 30.8 0.0 5.5 150 FTG ---- PE 1.7 BOR 0.0 0.0 32.7 0.0 0.035 TL 4.00 PV Pipe: 10 -26.0 1.534 PL 3.00 PF 0.1 BOR 0.0 0.0 32.7 0.0 4.5 150 FTG L PE 1.3 UG -3.0 0.0 34.1 0.0 0.022 TL 5.39 PV Pipe: 11 -26.0 1.534 PL 130.00 PF 2.9 UG -3.0 0.0 34.1 0.0 4.5 150 FTG ---- PE 0.0 M1 -3.0 0.0 36.9 0.0 0.022 TL 130.00 PV Pipe: 12 FIXED PRESSURE LOSS DEVICE M2 -3.0 0.0 40.9 0.0 4.0 psi, 26.1 gpm M1 -3.0 0.0 36.9 0.0 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/29/2015IGN\03-CALCULATIONS\01-HYDRAULIC\7313 MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -26.0 0.848 PL 10.00 PF 6.1 M2 -3.0 0.0 40.9 0.0 14.8 150 FTG T2LG PE 0.9 SRC -5.0 SRCE 47.9 (N/A) 0.395 TL 15.36 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 38011601 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 0.004 gpm and a maximum imbalance at any node of 0.054 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 14.8 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SRC under full flow conditions is 129.95 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee 0.848 0.71 1.77 0.71 1.77 2.13 0.35 3.55 3.55 1.77 1.534 3.16 6.32 1.58 7.11 4.74 0.79 7.90 7.90 6.32 } SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/29/2015IGN\03-CALCULATIONS\O1-HYDRAULIC\7313_MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L T R K C G 45 El Tee RunT Kplg ChkVly Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/29/2015IGN\03-CALCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence 1500.0 gpm WATER SUPPLY ANALYSIS z w 0 w a W 0 I E R, 5 u u ' >s a0 0 I O Al 0 U I • o 0 1 m kg) ▪ • H C 1 m N m up p, co 4-1 v N 0 0 1 Q4aM, Cr) o I ✓ m -H v H a, •O m O .C, 0 a u ca rn u 0 .-I Ol •.-1 0o 0 O\ 0 co c0 O 0' • N 0 N • g i (N ri O • N r-1 r-1 0 co w cz W cn cn oG W 04 w -H O O N 0 O CO r� O — CO Dashed Lines indicate O — N N O O O O • r{ l0 O O 1 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 7/29/2015IGN\03-CALCULATIONS\01-HYDRAULIC\7313_MINHAS RESODENCE.SDF JOB TITLE: 7313 - Minhas Residence WATER SUPPLY CURVE 132+ 0\\\\ I \\\\\ 1 121+ \\\\ 1 \\\\\ 1 1 110+ I * <-108 0 psi @ 1500 gpm Flow Test Point I 99+ 1 1 1 P 88+ R I E 1 S 1 S 77+ U I R 1 E 1 66+ I 55+ ) 1 I X 44+ I 1 1 33+ 1 1 1 22+ LEGEND " I11 1 X = Required Water Supplyft I 47.88 psi @ 26.0 gpm " 11+ 7, 1 0 = Available Water Supply 11 I 129.99 psi @ 26.0 gpm " 1 " 0++-+---+----+ + + + + + + 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) ATTIC INSULATION (BY OTHERS). USE BATT TYPE INSULATION FOR TENTING. CPVC FIRE SPRINKLER PIPE WA At II z r BOTTOM CHORD OF TRUSS GWB CEILING TENT FIRE SPRINKER PIPE BEFORE INSULATING ATTIC (BY OTHERS). USE BATT TYPE INSULATION FOR TENTING. WET PIPE FREEZE PROTECTION DETAIL NTS HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE CPVC DOUBLE FASTENER STRAP TYPE HANGER TOLCO FIG. #24 HANGER TYPE CP NTS HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE "STAND-OFF" HANGER & RESTRAINER TOLCO FIG. #28 HANGER TYPE CP NTS DEN/BONUS BATH 17 GPM @ 12 PSI USING 18' x18' HEAD SPACING SYSTEM DEMAND: 1 BRIDGE I 108 1 I ; j 1 ( N/A - SYSTEM DESIGN - M. BATH POWDER 2 CAR GARAGE CORR -_� FOYER CORR PANTRY CFP1 A A 1SECTION A - A SCALE:1/8" = 1'-0" FLOOR JOISTS @ 16" O.C. Iljlljll ! I l l l j l l III l i i i i l i 1 iii 111111 Ilillll I I l l l i OPEN TO ABOVE I I I I QI-j- ,- 1 1 1 1 1 I II 11 I I I I !; j i1/i, ii11111iilir> II'iI 't/ I_ i KITCHEN � 1'1 I III I I III 01 i III WWII I l l i I CI I Ii I I j l SPI E (-111' H I I J1'9;111111 I I I 1 I I I ill ORf I I I I I PANTRY G / \\ OPEN TO ABOVE FOYER. 6" 120VAC ALARM BELL TO BE CONNECTED TO WATER FLOW SWITCH (INSTALLATION AND WIRING BY OTHERS) COV'D PORCH MAIN FLOOR FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" HARDENED HEX HEAD SELF THREADING SCREW IS FURNISHED WITH THE HANGER AND IS THE MINIMUM FASTENER SIZE ACCEPTABLE "DOUBLE OFFSET" HANGER & RESTRAINER TOLCO FIG. #29 HANGER TYPE CP NTS RISER RESIDENCE O RISER LEGEND 1 - 1%' WATER SUPPLY LINE (BY OTHERS) 2 - 11/4" AMES 2000B BACKFLOW PREVENTOR 3 - WATER FLOW ALARM SWITCH WIRED TO ALARM BELL 4 - WATER PRESSURE GAUGE 5 - 1" VALVE FOR DRAIN 6 - 1" DRAIN LINE PIPED TO EXTERIOR OF BUILDING 7 - (6) SPARE HEAD BOX WITH SPARE HEADS AND WRENCH 8 - 6" ALARM BELL INSTALLED ON EXTERIOR OF BUILDING 9 - UPRIGHT SPRINKLER HEAD TO PROTECT RISER MEM RISER NOTES 1 - ALL CONTROL VALVE HANDLES TO BE REMOVED AND PLACED IN HEAD BOX AT TIME OF FINAL 2 - WIRING OF FLOW SWITCH AND BELL TO BE BY OTHERS 3 - 1W SUPPLY LINE TO BE PROVIDED BY OTHERS FSI START POINT rn W REMOTE AREA #3 THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER A RESIDENTIAL COVERAGE (NFPA 13D) OF: 17 GPM @ 12 PSI USING 18' x 18' HEAD SPACING SYSTEM DEMAND: 17 GPM @ 36.2 PSI r 1- - r -- BATH \-/' W.I.C. LAUNDRY /;O i CORR d O1 i DEN/BONUS REMOTE AREA #2 THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER A RESIDENTIAL COVERAGE (NFPA 13D) OF: 17 GPM @ 12 PSI USING 18' x18' HEAD SPACING SYSTEM DEMAND: 17 GPM @ 39.9 PSI 170th St O 1 RISER DETAIL FPy SCALE: NTS 130' OF I'W POLY TO BE INSTALLED (BY OTHERS) 1" METER INSTALLED (BY OTHERS) EXISTING WATER MAIN COSCALE: NTS CO SITE PLAN z .SCALE: NTS I I I II IO OPEN TO BELOW j 11 1 I®I 1 i /I I11 BRIDGE L_ 'r Iv BATH \ f '1 Ice} I1! 11 /1 Ij l I I I 1/ BEDRM3 tee,/ i 1 I I i I I OPEN TO BEC0N I i i I 1 M. SUITE I IP in Vir (I I I r/ - _© L_I Li M:BATH-- J•L W.I.C. i" UPPER FLOOR FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" Qi Without Comments As Noted in Ref Per The Attached Letter Thee plans have been reviewed by The Tukwila Fire • Prevention Bureau for i:r::r1t)rmartce with current City standards. Acceptan,..; !inject to error, and o;nissions which do not ai/rhorize ;'io!atlons of adopted Carldards and ordinances. rhe responsibility for the adequacy of design rests =oceily° with the. designer. Additions, deletions oi• cevisior;s to rise drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by I The Tukwila Fire Prevention Bur au. Date: � "1 By: 41 41-0 re171 F(oui () 4stiy15-- v�ec vj re./ TUKWILA S FIRE BSTa'w'Pi R 6 M . NT ;P e call 2�6573O7 and give thio Fire Permit po 1 nd exact ��• f own or rVwd..yi Eijia ica 6.5.3 A warning sign, with minimum iA 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. SCOPE OF WORK: - INSTALL NEW NFPA 13D FIRE SPRINKLER SYSTEM THROUGHOUT THE NEW HOME. GENERAL NOTES: 1. IT IS THE RESPONSIBILITY OF THE OWNER TO MAINTAIN THE INTEGRITY OF THE SPRINKLER SYSTEM. 2. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 3. ALL SYSTEM PIPING SHALL BE TESTED AT STATIC PRESSURE PER NFPA 13D. 4. ALL VALVES SHALL HAVE A PERMANENTLY AFFIXED SIGN INDICATING ITS FUNCTION. 5. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13D (2013). 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. FSI WILL START AT 1 '/4' MALE THREADED OUTLET PROVIDED INSIDE OF THE GARAGE. 2. SYSTEM TO BE )ESIGNED IN ACCORDANCE WITH NFPA #13D SINGLE FAMILY RESIDENCE. 3. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 4. MATERIALS PER NFPA #13D STANDARDS AS SELECTED BY FSI. 5. TESTING PER NFPA #13D AND THE CITY OF TUKWILA. 6. TYPICAL HANGERS TO BE TOLCO FIG. 24, 28 & 29 UNLESS NOTED OTHERWISE CONSTRUCTION NOTES: 1. ALL NEW PIPE IS TO BE CPVC. 2. ALL NEW FITTINGS ARE TO BE CPVC. 3. DESIGN CRITERIA TO BE BASED ON NFPA 13D: A. SPRINKLER SPACING NOT TO EXCEED (16' x 16') OR (8') OFF OF WALLS MAXIMUM (UNLESS OTHERWISE STATED). B. MINIMUM PRESSURE AND FLOW FOR SPRINKLERS SPACED 16' x 16' = 13 GPM @ 7 PSI. B. MINIMUM PRESSURE AND FLOW FOR SPRINKLERS SPACED 18' x 18' =13 GPM @ 7 PSI. REMOTE AREA #1 THIS AREA HAS BEEN HYDRAULICALLY CALCULATED TO DELIVER A RESIDENTIAL COVERAGE (NFPA 13D) OF: 13 GPM @ 7.0 PSI USING 16' x 16' HEAD SPACING SYSTEM DEMAND: 26.0 GPM @ 47.9 PSI HYDRAULIC DESIGN INFO. THIS SYSTEM IS THIS SYSTEM IS NOT EA t HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED - FLOW TEST - STATIC: 130 RESIDUAL: 108 GPM FLOWING: 1500 DATE & TIME: N/A - SYSTEM DESIGN - REMOTE AREA: AREA 1 DENSITY: .05 GPM / SQ FT MAX AREA/HEAD 16' x 16' 1256 SQ FT K -FACTOR 4.9K REMOTE AREA: AREA 2 DENSITY: .05 GPM / SQ FT MAX AREA/HEAD 18' x 18' / 324 SQ FT K -FACTOR 4.9K REMOTE AREA: AREA 3 DENSITY: .05 GPM ! SQ FT MAX AREA/HEAD 18' x 18' / 324 SQ FT K -FACTOR 4.9K -, RECEIVED JUL 29 2015 TUKWILA FIRE Z$5c13 cZA 15 3(3 VICINITY. P, HINSTONSTA% SCALE: NTS CERTIFICATE Of COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Lisiecki 1470-0793-C Level 3 Fire Sprinklers Incorporated FIRESI*968 J ggnature Date DRAWING SYMBOLS - WELDED PIPE TAG w z w Um z� ca O W= NH -o ww o--1 n. co 0 W= NI..-. W W CL 8:o z 0 Q� W 0 LL LL w zO Lij Z0 00Q 0 0 Lu 0 0 Luz - �a LLO 0 w 0 0z J O? OO ctO za 0W a. - L1.1 m 0 w GO HYDRAULIC NODE I rp HANGER LEGEND COACH SCREW ROD TOP BEAM CLAM' WI STRAP CEILING FLANGE SIDE BEAM BRAC' ET LL (7 !- a: LLl LL1 SAMMY SIDEWINDER (SWG20) SAMMY X -PRESS r-4 lLI CPVC HANGARS co z 0 SPRINKLER LEGEND 0 M M 0 > z 0 w 1- w 1- = z Lu 1- w 1- = 0) CL LU 1 - CO CO Zsi F Li J 0 CO r 0 O J w 0 0 ti LO CO CO .4- t -- CO tiCO 0 c4- c9 > 0 > CD Y_ > SPRINKLER TYPE / SIN NUMBER QR RESIDENTIAL CONCEALED PENDENT / VK457 QR RESIDENTIAL SIDEWALL / VK486 QR RESIDENTIAL UPRIGHT / VK467 TOTAL THIS SHEET W 0 UJ 0 NW (75 = c/) N E 0 co U E 00 Ln O CU >G 0 0 a - CO 00 :103f0?Jd :H11M 131211N00 WA CL# FIRESI*988RJ 0 M 00 a� a 0 00 V) w O Lu cp 4) a) C/) 0 w LLI O CO 43, 0 Q crs 1- 0 U F - w LU O LL 0 LL- CAt