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HomeMy WebLinkAboutPP - 4650 S 134TH PL - SHAMROCK CENTER BUILDING - PERMITS AND PLANS4650 S 134TH PL ASSOCIATED PERMITS 18-S-132 12-S-024 PW19-0036 M99-0259 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. Site Address: 4650 S 134TH ST Tenant Name: HOLADAY PARKS Property Owner's Name: BC & G LLC **PLEASE PRINT** King Co. Assessor's Tax No.: 2616600030 Suite Number: Floor: New Tenant? ❑ - Yes (- No Mailing Address: 124 PINANA STREET KAILUA HI 96734 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: KYLE WHITT Day Telephone: 253-640-7310 Company Name: RED HAWK FIRE PROTECTION Mailing Address: 801 VALLEY AVE PUYALLUP WA 98371 City State Zip E-mail Address: kylew@redhawkfp.com Fax Number: Contractor's City of Tukwila NICET III number: Business License number: BUS -0997549 Total number of new/relocated devices or sprinkler heads: 5 Valuation of Project (contractor's bid price): $ 4 756 Scope of Work (please provide detailed information): INSTALLATION OF SPRINKLERS FOR NEW LOADING DOCK CANOPY 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. nv b lb ' 7 BUILDING OWNER OR AUTHORIZED AGENT: /��� PAI Signature: ', ; ,3(7 ' Date: 4/27/IQ Print Name: g /4. *( TUKvv roh u: 2s3 73(0 Plan Permit App.doc 8/22/14 TFD FP Form 8 44iittliw4t 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** King Co. Assessor's Tax No.: 261660-0035 Site Address: 4650 S 134th Place Suite Number: Floor: Tenant Name: Holaday Parks, INC New Tenant? - Yes ®-No Property Owner's Name: PARKS & O'CONNOR LLC Mailing Address: 4600 S 134TH PL, SEATTLE WA. 98168 CONTACT PERSON -if there are questions about the submittal. Name: Al "SMITTY" SMITH Company Name: COSCO FIRE PROTECTION City State Zip Day Telephone: 425-686-6300 Mailing Address: 15000 WOODINVILLE-REDMOND RD. NE SUITE B-800, WOODINVILLE, WA. 98072 smitty@coscofire.com City State Zip E-mail Address: Fax Number: Valuation of Project (contractor's bid price): $ 2000 Scope of Work (please provide detailed information): Add (3) dry sidewall sprinkler heads at outside canopy welding area 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 0 OR HORIZED AGENT: Signature: Print Name: Theresa N. Rhodes for COSCO FIRE PROTECTION Plan Permit App.doc Date: 02/02/12 Day Telephone: 425-686-6355 5/14/10 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Date application accepted: King Co. Assessor's Tax No.: 261660-0035 Site Address: 4650 S 134th Place Suite Number: Floor: Tenant Name: Holaday Parks, INC Property Owner's Name: PARKS & O'CONNOR LLC New Tenant? ❑ - Yes ®- No Mailing Address: 4600 S 134TH PL, SEATTLE WA. 98168 CONTACT PERSON -if there are questions about the submittal. Name: Al "SMITTY" SMITH Company Name: COSCO FIRE PROTECTION City State Zip Day Telephone: 425-686-6300 Mailing Address: 15000 WOODINVILLE-REDMOND RD. NE SUITE B-800, WOODINVILLE, WA. 98072 E-mail Address: smitty@coscofire.com City State Zip Fax Number: Valuation of Project (contractor's bid price): $ 2000 Scope of Work (please provide detailed information):Add (3) dry sidewall sprinkler heads at outside canopy welding area 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 OW : OR HORIZED AGENT: Signature: Print Name: Theresa N. Rhodes for COSCO FIRE PROTECTION Plan Permit App.doc 5/14/10 TFD FP Farm 8 Date: 02/02/12 Day Telephone: 425-686-6355 l INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: 1 j 0bAD44 MOS t'( Type of Inspection: \ / y V �5,up Address: Suite #: �CPS C3 5 !3`iit'f S7 Contact Person: (e2:1\ U\ Special Instructions: . P Phone No.: 2S3 Z'(- Eocri Approved per applicable codes. COM ENTS: riCorrections required prior to approval. (55i)&,f Y?v--NmcKzAk pe—e.„ Needs Shift Inspection: \ \i../ Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: ,i 11 ` 11 Occupancy Type: Inspector:,ti A \ \i../ Date: VA \o', 11 Hrs.: r $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 City of Tukwila Fire Department TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Project Name J1 Pte' MAR 1 6 2000 John W. Rants, Mayor Thomas P. Keefe, Rre Chief Permit No. .d / ""'t -J Addre Tf “ 3',43(27,4- Suite # 1/C- 4 /Ll/- X12.- Ret in c rre24t nsp4cLon eh t e- Uj G \) bkr• Needs shift ins ecVla 140+C- \\ l-i`q-'i /e< Approvel,without correction notice 44i'rc;v„ed(2-With correction notice issued - l� -`15 Sprink' r,s ..- re Alarnird? Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Authorized Si FINALAPP.FRM 2 D to Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575-4439 HYDRAULIC CALCULATIONS HOLADAY PARKS OVERHANG TUKWILA, WA CONTRACT NUMBER 1201-3737 AREA: OVERHANG OCCUPANCY CLASSIFICATION: ORDINARY HAZARD DENSITY: 0.15 gpm/square feet AREA OF APPLICATION: ENTIRE AREA SQUARE FEET COVERAGE PER SPRINKLER: 256 sq. ft. Max. SPRINKLER K FACTOR: 11.2 SYSTEM TYPE: WET SYSTEM - DRY HSW TOTAL SPRINKLER FLOW / QTY: 120.1 gpm / 3 HEADS HOSE ALLOWANC: 250.0 SYSTEM DEMAND @ CONN: 370.1 gpm @ 30.1 psi WATER AVAIL @ CONN: 370.1 gpm @ 149.0 psi DESIGN/LAYOUT BY: AL R. SMITH CALCULATIONS BY HASS COMPUTER PROGRAM HRS SYSTEMS, INC. ATLANTA, GA COSCO FIRE PROTECTION, INC. 15000 Woodinville -Redmond Rd. Suite B-800 WOODINVILLE, WA 98072 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRCE 150.0 20.0 5034.0 149.0 370.1 30.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 370.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 120.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3 10.5 K=11.20 11.5 38.0 2 10.5 K=11.20 12.7 40.0 1 10.5 K=11.20 14.2 42.2 11 22.0 - - - - 18.0 12 22.0 19.5 13 22.0 21.7 14 22.0 22.7 22 22.0 22.6 23 22.0 23.3 24 22.0 23.6 31 20.0 24.9 32 20.0 24.9 BFPO 0.0 33.8 BFPI 0.0 38.8 TOR 20.0 25.1 BOR 0.0 - - - - 33.8 - - SRCE 20.0 SOURCE 30.1 120.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH 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 -38.0 1.049 PL 18.00 PF 11.5 3 10.5 11.2 11.5 38.0 14.1 120 FTG 2ET PE -5.0 11 22.0 0.0 18.0 0.0 0.427 TL 27.00 PV Pipe: 2 -40.0 1.049 PL 13.00 PF 10.3 2 10.5 11.2 12.7 40.0 14.8 120 FTG 2ET PE -5.0 11 22.0 0.0 18.0 0.0 0.468 TL 22.00 PV Pipe: 3 -78.0 1.380 PL 3.50 PF 1.5 11 22.0 0.0 18.0 0.0 16.7 120 FTG ---- PE 0.0 12 22.0 0.0 19.5 0.0 0.424 TL 3.50 PV Pipe: 4 -78.0 1.380 PL 5.00 PF 2.1 12 22.0 0.0 19.5 0.0 16.7 120 FTG ---- PE 0.0 13 22.0 0.0 21.7 0.0 0.424 TL 5.00 PV Pipe: 5 -78.0 1.610 PL 5.00 PF 1.0 13 22.0 0.0 21.7 0.0 12.3 120 FTG ---- PE 0.0 14 22.0 0.0 22.7 0.0 0.200 TL 5.00 PV Pipe: 6 -78.0 2.067 PL 4.00 PF 1.4 14 22.0 0.0 22.7 0.0 7.5 120 FTG 2T PE 0.9 32 20.0 0.0 24.9 0.0 0.059 TL 24.00 PV Pipe: 7 -42.2 1.049 PL 20.00 PF 13.4 1 10.5 11.2 14.2 42.2 15.6 120 FTG 3E PE -5.0 22 22.0 0.0 22.6 0.0 0.517 TL 26.00 PV Pipe: 8 -42.2 1.380 PL 5.00 PF 0.7 22 22.0 0.0 22.6 0.0 9.0 120 FTG ---- PE 0.0 23 22.0 0.0 23.3 0.0 0.136 TL 5.00 PV Pipe: 9 -42.2 1.610 PL 5.00 PF 0.3 23 22.0 0.0 23.3 0.0 6.6 120 FTG ---- PE 0.0 24 22.0 0.0 23.6 0.0 0.064 TL 5.00 PV Pipe: 10 -42.2 2.067 PL 4.00 PF 0.5 24 22.0 0.0 23.6 0.0 4.0 120 FTG 2T PE 0.9 31 20.0 0.0 24.9 0.0 0.019 TL 24.00 PV Pipe: 11 -42.2 6.065 PL 8.50 PF 0.0 31 20.0 0.0 24.9 0.0 0.5 120 FTG ---- PE 0.0 32 20.0 0.0 24.9 0.0 0.000 TL 8.50 PV Pipe: 12 -120.1 6.065 PL 170.00 PF 0.1 32 20.0 0.0 24.9 0.0 1.3 120 FTG 3E PE 0.0 TOR 20.0 0.0 25.1 0.0 0.001 TL 212.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH 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 -120.1 6.065 PL 20.00 PF 0.0 TOR 20.0 0.0 25.1 0.0 1.3 120 FTG GA PE 8.7 BOR 0.0 0.0 33.8 0.0 0.001 TL 51.00 PV Pipe: 14 -120.1 8.390 PL 60.00 PF 0.0 BOR 0.0 0.0 33.8 0.0 0.7 140 FTG 2EG PE 0.0 BFPO 0.0 0.0 33.8 0.0 0.000 TL 129.00 PV Pipe: 14B FIXED PRESSURE LOSS DEVICE BFPI 0.0 0.0 38.8 0.0 5.0 psi, 120.1 gpm BFPO 0.0 0.0 33.8 0.0 Pipe: 15 -120.1 8.390 PL 30.00 PF 0.0 BFPI 0.0 0.0 38.8 0.0 0.7 140 FTG TG PE -8.7 SRCE 20.0 SRCE 30.1 (N/A) 0.000 TL 96.00 PV NOTES (HASS): (1) Calculations were performed by the HASS 8.2 computer program under license no. 4903012830 granted by HRS Systems, Inc. 208 South Public 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 0.081 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 16.7 ft/sec at pipe 3. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyV1v GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 6.065 14.00 30.00 9.00 32.00 10.00 3.00 28.00 28.00 30.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyV1v GatVly NPTee 8.390 31.00 59.00 22.00 76.00 20.00 7.00 59.00 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH WATER SUPPLY ANALYSIS E O •z M LID O 150.00 psi Resid: E N N O. E > > S]. S1 sa CP N .-1 0 0 • 0 • • >r 'd m N • 0 H G m M m N Q. M n) m M a E Q • '' 4) N zam, p �v,A U . -I ¢., Ti m o N ELI 4 a0 C ▪ -i 0 -.-I in 0 >, -H 0 r1 v) u) rd co V > v, N 0 ri N O O r -I O O O .-i C7 C7 w a o4 W u) v) 04 W a m -H O O N cP 0 0 U O O Ln 0 O M • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 3/2/2012 L:\SERVICE\1201-3737 HOLADAY PARKS\OVERHANG.SDF JOB TITLE: HOLADAY PARKS OVERHANG ECOH WATER SUPPLY CURVE 156+ I 0 \ 143+\ I \ I \ I \ 130+ \ I \ I \ I \ 117+ \ I \ I \ I \ P104+ \ R I \ E I \ S I \ S 91+ \ U I \ R I \ E I \ 78+ \ ( I \ P I \ S I \ I 65+ \ ) I \ I \ I \ 52+ \ I \ I \ I \ 39+ \ I \ I \ X \ 26+ LEGEND \ " I \ " ( X = Required Water Supply * <-20.0 psi @ 5034 gpm I 30.15 psi @ 370.1 gpm " Flow Test Point 13+ 'I I 0 = Available Water Supply " I 148.96 psi @ 370.1 gpm " I " 0++-+---+----+ + + + + + + 16002400 3200 4000 4800 5600 6400 7200 8000 FLOW (GPM) Hydraulic Calculations for Project Name: HOLADAY PARKS CANOPY Location: 4600 SOUTH 134TH PLACE, , TUKWILA, WA 98168 Drawing Name: 40122_FP1.10 Design Remote Area Number: 1 Remote Area Location: NW Side of Building Occupancy Classification: Ordinary Group II - Loading Dock Commodity Classification: Loading Dock Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1186.05ft2) Coverage per Sprinkler: 300.00ft2 Type of sprinklers calculated: Sidewall No. of sprinklers calculated: 4 Calculation Date: 6/22/2018 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1011 Type: Allowance at Source Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1011: 512.15 @ 113.203 Type of System: Wet Volume of Dry or PreAction System: 0.01gal for Node: 1011 Date: Location: 48th Ave South and 48th Place Source: #128 Water Disrtrict Name of Contractor: RED HAWK FIRE PROTECTION LLC. Address: 801 VALLEY AVE NW, PUYALLUP, WA 98371 Phone Number: 253-840-9900 Name of designer: KYLE WHITT Authority Having Jurisdiction: CITY OF TUKWILA Notes: Automatic peaking results Left: N/A Right: N/A ti WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 06/25/18 xpina Signature Data 14/31/18 �2©M.E.P.CAD, Inc.nAutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:38:17AM Page 1 Hydraulic Graph z Job Name: HOLADAY PARKS CANOPY Date: 6/22/2018 Remote Area Number: 1 Water Supplyh Supra i Wet 1110.00 © 28.000 262_15 @ .203 1. F 113 512.15 with Hose Allowance at Source I I Static Pressure 170.000 l Available Supply 1\ 512.15 @ 136.051 _ ISystem demand curve 111111111 Illlfllll 111111111 IIIIIIIII IIIIIIIII 111111111 111111111 IIIIIIrrI I 0 0 O co O (0 N 0 isd - amssaid O co O 10 0 0 0 U) N N a) a) 10 N N 0 0 0 N O N 0 N O O O O UJ 0 W N 0 M AutoSPRINK 2018 v14.1.4.0 L © M.E.P.CAD, Inc. Hydraulic Graph Date: 6/22/2018 U, z BOR Summary Sheet 1110.00 @ 28.000 73 ith Hose Allowance at Source I I Static Pressure 170.000 Available Supply '512.15 @ 136.051 / System demand curve — 7. F. i i m mi n ii iiiiiiiii iiiiiiiii iiimm miIIII iiiiiiiii O O N co O 0 0 0 isd - ainssaid co 0 CD N 0 0 u) N CO a) m 0 d N N O O N O 0 U) 0 N N 0 0 O U) N- O O U) 0 N 0 E a m 0 2 coN N 00 M CO 0 N N N CO AutoSPRINK 2018 v14.1.4.0 ill © M.E.P.CAD, Inc. igiSummary Of Outflowing Devices Job Number: 40122 Report Description: Ordinary Group II - Loading Dock (1) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) c Sprinkler 100 64.00 64.00 11.2 32.653 N/A N/A Sprinkler 101 64.35 64.00 11.2 33.010 N/A N/A Sprinkler 102 65.60 64.00 11.2 34.303 N/A N/A Sprinkler 103 68.20 64.00 11.2 37.081 N/A N/A b Most Demanding Sprinkler Data i�y © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 6/22/2018 7:38:38AM Page 4 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Supply Analysis Node Name Static (psi) Residual Flow (psi) @ (gpm) Available Total Demand @ (psi) (gpm) Required Pressure (psi) 1011 Water Supply 170.000 28.000 1 1110.00 136.051 512.15 113.203 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 100 14-0 Sprinkler 32.653 64.00 Density: N/A Coverage: N/A 101 14-0 Sprinkler 33.010 64.35 Density: N/A Coverage: N/A 102 14-0 Sprinkler 34.303 65.60 Density: N/A Coverage: N/A 103 14-0 Sprinkler 37.081 68.20 Density: N/A Coverage: N/A 1011 -3-0 Supply 113.203 262.15 1000 14-0 40.073 1001 15-0 41.700 1002 15-0 42.153 1003 15-0 43.792 1004 15-0 47.312 1005 18-0 91.928 1006 18-0 91.928 1007 20-0 91.257 1008 20-0 92.419 1009 18-0 93.482 1010 0-6 Gauge 101.373 1012 14-0 40.505 1013 14-0 42.069 1014 14-0 45.428 &© M.E.P.CAD, Inc. gig AutoSPRINK 2018 6/22/2018 7:38:50AM Page 5 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1015 18-0 91.946 1016 20-0 91.270 1017 20-0 92.402 1018 18-0 93.459 1019 18-0 91.965 1020 20-0 91.284 1021 20-0 92.388 1022 18-0 93.441 1023 18-0 93.399 1024 18-0 93.399 1025 18-0 93.400 1026 18-0 93.403 1027 18-0 93.408 1028 18-0 93.416 1029 18-0 93.427 1030 18-0 91.989 1031 20-0 91.302 1032 20-0 92.369 1033 18-0 91.997 1034 20-0 91.308 1035 20-0 92.363 1036 18-0 92.002 1037 20-0 91.312 L© M.E.P.CAD, Inc. Nfil AutoSPRINK 2018 6/22/2018 7:38:50AM Page 6 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 1038 20-0 92.360 1039 18-0 91.979 1040 20-0 91.294 1041 20-0 92.377 1042 18-0 92.005 1043 20-0 91.314 1044 20-0 92.358 1045 18-0 92.006 1046 20-0 91.315 1047 20-0 92.356 1048 18-0 92.007 1049 20-0 91.315 1050 20-0 92.356 11 © M.E.P.CAD, Inc. 1111 AutoSPRINK 2018 6/22/2018 7:38:50AM Page 7 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 100 14-0 11.2 64.00 1 (See Notes) 1-2 100 32.653 Route 1 Sprinkler, T(3-7) 3-7 1.568176 -0.000 1000 14-0 64.00 1.0490 4-9 7 420 1000 14-0 11/4 (See Notes) 1-0 120 40.073 P0(6-0) 6-0 0.294357 -0.434 1001 15-0 64.00 1.3800 7-0 2.061 1001 15-0 2 15-0 120 41.700 0.030172 1002 15-0 64.00 2.2030 15-0 0.453 1002 15-0 64.35 2 15-0 120 42.153 Flow (q) from Route 2 0.109319 1003 15-0 128.35 2.2030 15-0 1.640 1003 15-0 65.60 2 15-0 120 43.792 Flow (q) from Route 3 0.234629 1004 15-0 193.95 2.2030 15-0 3.519 1004 15-0 68.20 2 (See Notes) 37-3 120 47.312 Flow (q) from Route 4 4E(3-6), 3P0(10-0), 3C(10-0) 74-0 0.409716 -0.957 1005 18-0 262.15 2.2030 111-3 45.573 1005 18-0 6 2-6 120 91.928 0.000036 1006 18-0 27.31 6.3570 2-6 0.000 1006 18-0 2 (See Notes)20-0 3-0 120 91.928 P0(10-0) T(10-0) 0.008516 -0.867 1007 20-0 27.31 2.0670 23-0 0.196 1007 20-0 2 168-0 120 91.257 0.006920 1008 20-0 27.31 2.1570 168-0 1.163 1008 20-0 2 (See Notes) 3-0 120 92.419 T(10-0), P0(10-0) 20-0 0.008516 0.867 1009 18-0 27.31 2.0670 23-0 0.196 1009 18-0 234.83 6 (See Notes) 51-2'% 120 93.482 Flow (q) from Route 5 2E(17-7), fE(12-7), ALV(30-2), BOR 77-11% 0.002350 7.587 1010 0-6 - - 262.15 6.3570 129 2 0.304 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 8 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1010 0-6 8 (See Notes) 117-11/2 140 101.373 4E(30-6'/2), PIV(6-9%), BFP(-6.201), CV( -4.000), S 128-11 0.000457 1.517 1011 3 0 262.15 8.3900 246-1 10.313 250.00 113.203 Hose Allowance At Source Total(Pt) Route 1 1011 512.15 101 14-0 11.2 64.35 1 (See Notes) 1-2 100 33.010 Route 2 Sprinkler, T(3-7) 3-7 1.584020 -0.000 1012 14-0 64.35 1.0490 4 9 7.495 1012 14-0 11/4 (See Notes) 1-0 120 40.505 P0(6-0) 6-0 0.297331 -0.434 1002 15-0 64.35 1.3800 7-0 2.081 42.153 Total(Pt) Route 2 102 14-0 11.2 65.60 1 (See Notes) 1-2 100 34.303 Route 3 Sprinkler, T(3-7) 3-7 1.641340 -0.000 1013 14-0 65.60 1.0490 4-9 7.766 1013 14-0 1% (See Notes) 1-0 120 42.069 P0(6-0) 6-0 0.308091 -0.434 1003 15-0 65.60 1.3800 7-0 2.157 43.792 Total(Pt) Route 3 103 14-0 11.2 68.20 1 (See Notes) 1-2 100 37.081 Route 4 Sprinkler, T(3-7) 3-7 1.763941 -0.000 1014 14-0 68.20 1.0490 4-9 8.346 1014 14-0 1'/4 (See Notes) 1-0 120 45.428 P0(6-0) 6-0 0.331104 -0.434 1004 15-0 68.20 1.3800 7-0 2.318 47.312 Total(Pt) Route 4 1005 18 0 27.31 6 9-6 120 91.928 Route 5 Flow (q) from Route 1 0.001917 1015 18-0 234.83 6.3570 9 6 0.018 1015 18-0 2 (See Notes) 3-0 120 91.946 P0(10-0) T(10-0) 20-0 0.008291 -0.867 1016 20-0 26.92 2.0670 23-0 0.191 �5 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 9 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length Foot (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pt) and shown as a negative value. Fitting (Foot) pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1016 20-0 2 168-0 120 91.270 0.006737 1017 20-0 26.92 2.1570 168-0 1.132 1017 20-0 2 (See Notes) 3-0 120 92.402 T(10-0), P0(10-0) 20-0 0.008291 0.867 1018 18-0 26.92 2.0670 23-0 0.191 1018 18-0 207.91 6 12-0 120 93.459 Flow (q) from Route 6 0.001917 1009 18-0 234.83 6.3570 12-0 0.023 93.482 Total(Pt) Route 5 1015 18-0 26.92 6 12-0 120 91.946 Route 6 Flow (q) from Route 5 0.001531 1019 18-0 207.91 6.3570 12-0 0.018 1019 18-0 2 (See Notes)20-0 3-0 120 91.965 P0(10-0) T(10 0) 0.008089 -0.867 1020 20-026.56 2.0670 23-0 0.186 1020 20-0 2 168-0 120 91.284 0.006573 1021 20-0 26.56 2.1570 168-0 1.104 1021 20-0 2 (See Notes) 3-0 120 92.388 T(10-0), P0(10-0) 20-0 0.008089 0.867 1022 18-0 26.56 2.0670 23-0 0.186 1022 18-0 181.35 6 12-0 120 93.441 Flow (q) from Route 7 0.001531 1018 18-0 207.91 6.3570 12-0 0.018 93.459 Total(Pt) Route 6 1023 18-0 25.73 6 12-0 120 93.399 Route 7 Flow (q) from Route 15 0.000032 1024 18-0 25.73 6.3570 12-0 0.000 1024 18-0 25.74 6 12-0 120 93.399 Flow (q) from Route 14 0.000116 1025 18-0 51.47 6.3570 12-0 0.001 L© M.E.P.CAD, Inc. 111 AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 10 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) � Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1025 18-0 25.77 6 12-0 120 93.400 Flow (q) from Route 13 0.000245 1026 18-0 77.24 6.3570 12-0 0.003 1026 18-0 25.83 6 12-0 120 93.403 Flow (q) from Route 10 0.000418 1027 18-0 103.06 6.3570 12-0 0.005 1027 18-0 25.93 6 12-0 120 93.408 Flow (q) from Route 9 0.000633 1028 18-0 128.99 6.3570 12-0 0.008 1028 18-0 26.08 6 12-0 120 93.416 Flow (q) from Route 8 0.000890 1029 18-0 155.06 6.3570 12-0 0.011 1029 18-0 26.29 6 12-0 120 93.427 Flow (q) from Route 11 0.001189 1022 18-0 181.35 6.3570 12-0 0.014 93.441 Total(Pt) Route 7 1030 18-0 155.06 2 (See Notes) 3-0 120 91.989 Route 8 P0(10-0), Flow (q) from Route 12 T(10-0) 20-0 0.007816 -0.867 1031 20-0 26.08 2.0670 23-0 0.180 1031 20-0 2 168-0 120 91.302 0.006351 1032 20-0 26.08 2.1570 168-0 1.067 1032 20-0 2 (See Notes) 3-0 120 92.369 T(10-0), P0(10-0) 20-0 0.007816 0.867 1028 18-0 26.08 2.0670 23-0 0.180 93.416 Total(Pt) Route 8 1030 18-0 155.06 6 12-0 120 91.989 Route 9 Flow (q) from Route 12 0.000633 1033 18-0 128.99 6.3570 12-0 0.008 1033 18-0 2 (See Notes)20-0 3-0 120 91.997 P0(10-0) T(10-0) 0.007733 -0.867 1034 20-0 25.93 2.0670 23-0 0.178 6� © M.E.P.CAD, Inc.AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 11 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) (f) 1034 20-0 2 168-0 120 91.308 0.006283 1035 20-0 25.93 2.1570 168-0 1.056 1035 20-0 2 (See Notes) 3-0 120 92.363 T(10-0), P0(10-0) 20-0 0.007733 0.867 1027 18-0 25.93 2.0670 23-0 0.178 93.408 Total(Pt) Route 9 1033 18 0 25.93 6 12-0 120 91.997 Route 10 Flow (q) from Route 9 0.000418 1036 18-0 103.06 6.3570 12-0 0.005 1036 18-0 2 (See Notes 3-0 120 92.002 P0(10-0) T(10-0) 20-0 0.007678 -0.867 1037 20-0 25.83 2.0670 23-0 0.177 1037 20-0 2 168-0 120 91.312 0.006239 1038 20-0 25.83 2.1570 168-0 1.048 1038 20-0 2 (See Notes) 3-0 120 92.360 T(10-0), P0(10-0) 20-0 0.007678 0.867 1026 18-0 25.83 2.0670 23-0 0.177 93.403 Total(Pt) Route 10 1019 18-0 26.56 6 12-0 120 91.965 Route 11 Flow (q) from Route 6 0.001189 1039 18-0 181.35 6.3570 12-0 0.014 1039 18-0 2 (See Notes) 3-0 120 91.979 P0(10-0) T(10-0) 20-0 0.007933 -0.867 1040 20-0 26.29 2.0670 23-0 0.182 1040 20-0 2 168-0 120 91.294 0.006446 1041 20-0 26.29 2.1570 168-0 1.083 1041 20-0 2 (See Notes) 3-0 120 92.377 T(10-0), P0(10-0) 20-0 0.007933 0.867 1029 18-0 26.29 2.0670 23-0 0.182 93.427 Total(Pt) Route 11 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 12 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Len Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) pf Friction Loss Per Unit (psi) Elev Pe Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1039 18-0 26.29 6 12-0 120 91.979 Route 12 Flow (q) from Route 11 0.000890 1030 18-0 155.06 6.3570 12-0 0.011 91.989 Total(Pt) Route 12 1042 18-0 77.24 2 (See Notes) 3-0 120 92.005 Route 13 P0(10-0), Flow (q) from Route 16 T(10-0) 20-0 0.007646 -0.867 1043 20-0 25.77 2.0670 23-0 0.176 1043 20-0 2 168-0 120 91.314 0.006212 1044 20-0 25.77 2.1570 168-0 1.044 1044 20-0 2 (See Notes) 3-0 120 92.358 T(10-0), P0(10-0) 20-0 0.007646 0.867 1025 18-0 25.77 2.0670 23-0 0 176 93.400 Total(Pt) Route 13 1042 18-0 77.24 6 12-0 120 92.005 Route 14 Flow (q) from Route 16 0.000116 1045 18-0 51.47 6.3570 12-0 0.001 1045 18-0 2 (See Notes) 3-0 120 92.006 P0(10-0) T(10-0) 20-0 0.007630 -0.867 1046 20-0 25.74 2.0670 23-0 0.175 1046 20-0 2 168-0 120 91.315 0.006200 1047 20-0 25.74 2.1570 168-0 1.042 1047 20-0 2 (See Notes) 3-0 120 92.356 T(10-0), P0(10-0) 20-0 0.007630 0.867 1024 18-0 25.74 2.0670 23-0 0.175 93.399 Total(Pt) Route 14 1045 18-0 25.74 6 12-0 120 92.006 Route 15 Flow (q) from Route 14 0.000032 1048 18-0 25.73 6.3570 12-0 0.000 1048 18-0 2 (See Notes)20-0 3-0 120 92.007 PO 10-0 T(10-0) 0.007626 -0.867 1049 20-0 25.73 2.0670 23-0 0.175 © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 13 Job Name: HOLADAY PARKS CANOPY Remote Area Number: 1 Date: 6/22/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Foot Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a negative value. Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev Pe ( ) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 1049 20-0 2 168-0 120 91.315 0.006197 1050 20-0 25.73 2.1570 168-0 1.041 1050 20-0 2 (See Notes) 3-0 120 92.356 T(10-0), P0(10-0) 20-0 0.007626 0.867 1023 18-0 25.73 2.0670 23-0 0.175 93.399 Total(Pt) Route 15 1036 18-0 25.83 6 12-0 120 92.002 Route 16 Flow (q) from Route 10 0.000245 1042 18-0 77.24 6.3570 12-0 0.003 92.005 Total(Pt) Route 16 ©M.E.P.CAD, Inc. ��� AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 14 Job Name: HOLADAY PARKS CANOPY ,Remote Area Number: 1 Date: 6/22/2018 Equivalent Pipe Lengths of Valves and Fittings (C=120 only) TIC Value Multiplier Actual Inside Diameter Schedule 40 Steel Pipe Inside Diameter ` 4.87 = Factor Value Of C 100 130 140 Multiplying Factor 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Turn 90° Check Valve 90° Elbow 22'/z° Elbow Fire Department Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DelV EE f fE FN GloV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Turn 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11'/<° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve L ©M.E.P.CAD, Inc. �� AutoSPRINK 2018 v14.1.4.0 1 6/22/2018 7:39:02AM Page 15 ..•00••. ••x000.. •••00••� ••O0••, Costo Fire Protection eel, i 3 h 15000 Woodinville -Redmond Rd., Suite B-800 Woodinville, WA 98072 office (425) 686-6300 fax (425) 827-7474 www.roscofire.com SUBIE(.J: UAI Bl - PACE: /65 J 5.L TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. oa.LI and exact address for shut- down hutdown or restoration approval. t 1 1L 1D�r th 1 /O-6 4FF d " FLA, Co c 15 44 0 1 4 71 C5 z 6EESAZ # NIS DNIJVdS 91 X SZZWMSQIS �6r • Z O = N Tl O 7> C 0 m 1 N rn -P _. C N_ / / / .•6000.. •0* 000• • `•0004•• *000 *e C SCO • Fire Protection ST IBIECT /6 s" k:Voodtuvihe-Rednumd Rd f3-300 WuodirviDe. WA 9807-z offic? (425) 6S 6-f3300 425) S27-7474 www.coscofire.com BY. PAGE.: ACCEPTED D Without Comments 1x As Noted in Red b Per The Attached Letter +These plans have been reviewed by The Tukwila Fire I: evention Bureau for conformance with current City 7andards. Acceptance is subject to errors and omissions which ao noc autrorize violations of adopted - andards and ordinances. The responsibility for the :.adequacy of design rests totally with the designer. Additions, deletions or revisions to these 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 The Tukwila Fire Prevention Bureau. Date: - G - I a- By: JI TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. Without Comments As Noted In Red 0 Per The Attached. Letter , These plans have been reviewed by The Tukwila Fire Rrevention Bureau for conformance with current City srrndards. Acceptance is subject to errors and G;,-lissioris which do not authorize violations of adopted :andards ano ordinances. The responsibility for the. <dequacy of design rests totally WIth the designer. ;additions, deletions or revisions to these 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 The Tukwila Fire Prevention Bureau.. - Date' 1 l b BY:1. I A FTRE DEPPATME T a_ 20f5'•575-1-.407 and. Ll 3is .Fire'tern iso, l3 id e1xactadda srshut or Yestor i n bppoYa1 e LAG SCREW 3/8"X2 1/2" FOR 2" & SMALLER PIPE 1/2"X3"FOR 21./2"& LARGER PIPE SIDE BEAM BRACKET TAPPED HOLE /WOOD BEAM 0 ca "HA" 3/8" ATR(MAX 4" PIPE) 1/2" ATR(MAX 6" PIPE) 5/8" ATR(MAX 8" PIPE) RING HANGER avu SO PIPING CAN .BE PARALLEL OR PERPENDICULAR TO. TJ I'S. HANGER HA SIDE BM BRACKET a 8" CONCRETE WALL STRUT PIPE CLAMP r SYSTEM FIS E J K7 A FP1.10 t;A:Y TENNANT IMPROVEMENT SPRINKLER PLAN 8 SCALE 1/4"=1'-0" PS -ION -EH BASE STRUT X 18" HANGER X SIDE BM BRACKET Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION Ordinary Group II -Loading Dock DENSITY (gpmlftz) 0.20 for 1500.00ft2 (Actual 1186.05ft2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 4 K FACTOR 11.2 TOTAL WATER REQUIRED 512.15 TOTAL PRESSURE REQUIRED 113.203 BASE of RISER (gpm) 262.15 BASE of RISER (psi) 101.373 SAFETY MARGIN (psi) +22.848 (16.8%) 4-0 20-0 iY/?L TRUCK PARKING A CROSS SECTION AREA OF LOADING DUCK HYDRAULIC DIAGRAM 0 1 2 4 8 SCALE .1/4 —1 0 NOTES •cfp r O —4- (9 a. FP1.10 SCALE: 1 /4"=1-0" CUT IN MECH TEE, ADD EXTENDED COVERAGE DRY SIDEWALL TO. PROTECT NEW LOADING DOCK CANOPY LINE OF LOADING DOCK BELOW OVERHANG BEYOND LOADING DOCK UNPROTECTED Sprinkler Legend SizerTemperature ' 1 ' 155°F Finish BRONZE Escutcheon BRONZE Quantity 4 Symbol: Manufacturer 1 Type Response; SIN 1K -Factor Quick 1TY5339 ( 11.2 ' ' TYCO • jSidewall ! j 1% Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 1.870 Total = 4 SCOPE OF WORK THIS PROJECT ISATENANT IMPROVEMENT. RED HAWK FIRE PROTECTION IS ADDING AND / OR RELOCATING SPRINKLER TO ACCOMMODATE NEW WALLS AND CEILINGS EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. GENERAL NOTES 1. ALL MATERIALS SHALL BE NEW AND UL AND/OR FM APPROVED. 2. IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGH OUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS. 3. FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANYAPPURTENANCES THEREOF . 4. ALL PIPE TO BE AS FOLLOWS UNLESS NOTED OTHERWISE: Steel Pipe ASTM 1-795 or Better . Size Description . End Prep Types H2O Wgt/FT Capacity 1 Schedule 40 Threaded, Cut and Roll Grooved, Plain End 2.053 0.044ga1 1% Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 1.870 0.098gal 1% Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 2.710 0.122gal 2 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) . 3.790 0.198ga1 21A Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 5.100 0.298ga1 3 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 7.180 0.448gal 4 Eddy Flow (BMT) Roll Grooved, Plain End (Butt Welding) 10.86 0.758ga1 6 Schedule 10 Roll Grooved, Plain End (Butt Welding) 17.30 1.649ga1 8 Schedule 10 Roll Grooved, Plain End (Butt Welding) 40.08 2.780ga1 DESIGN CRITERIA PER NFPA 13(2016), CITY OF TUKWILAAND PROJECT SPECIFICATION TENANT IMPROVEMENT THIS PROJECT IS A TENANT IMPROVEMENT. THIS FACILITY. HAS ALREADY BEEN PROTECTED BYA FIRE SPRINKLER SYSTEM. RED HAWK FP IS ADDING AND/OR RELOCATING 8PRINI:,! ER HEAC•S -17)ACCOMMODATE THE -NEW TEN1.NT WALL, .CEILING, LIGHTING AND HVAC LAYOUT. ALL WORK WILL BE DONE WITHOUT AFFECTING THE CAPABILITY CF T i-iE EXi •i iNG SYSTEM. SYMBOL LEGEND - REPRESENTS EXISTING SPRINKLER PIPE. REPRESENTS NEW SPRINKLER PIPE. IX- REPRESENTS NEW BRANCHLINE RESTRAINT. FITTER /Ll STER NOTES ALL CEILING HEIGHTS TO BE VERIFIED BY FITTER PRIOR TO CUTTING DROPS. ALL HANGERS TO BE TYPE 'D' U.N.O. DROPS TO BE PER TYP DROP DETAIL THIS SHEET VICINITY MAP • 'sisethst '. ALLENTO.WN 5 :245' si Gat ::ay Q Corporate Center 4600 South 134tti-P?ace y n • FOSTER Faster Gots Links T a,k,;nia C Rento Ste RED HAWK FIRE PROTECTION, LLC 801 VALLEY AVE NW, SurrE D PUYALLUP, WA 98371 PHONE: (253) 840-9900 FAX (800) 591-4382 WA CL# REDHAHF90 1 QP NICET Stamp WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS David Fox 0121-0409-C Level 3 Red Hawk Fire Protection, LLC REDHAWHF901 QP 06/25/18 Slguaturo Data Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: HOLADAY PARKS 4600 SOUTH 134TH PLACE TUKWILA, WA 98168 CONTACT: DUSTY RHODES Phone: 206-248-9700 Contract Name: HOLADAY PARKS CANOPY 4600 SOUTH 134TH PLACE TUKWILA, WA 98168 Drawing Title FIRE SPRINKLER TI PLAN Key Plan 4- C C Date: Job Number: Designer: Building Permit: June 22, 2018 40122 KYLE WHITT Drawing No. Fj1O TUKVVkLA rIRE