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HomeMy WebLinkAboutPP - 345 ANDOVER PARK EAST - DIECUT PRINTERS - PERMITS AND PLANS345 ANDOVER PARK EAST ASSOCIATED PERMITS PW 16-0067 D16-0073 16-S-142 16-F-079 M16-0068 EL16-0349 16-F-231 13-F-233 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** Site Address: S— Ac c i P.(' �' C V E• Tenant Name: Sao r%pecites Property Owner's Name: SRO ?co?e r e_S Mailing Address: [LI t l LI t Akin IZ 6 CONTACT PERSON -if there are questions about the submittal. King Co. Assessor's Tax No.: 022.314007046 Suite Number: Floor: New Tenant? ❑ - Yes Er ---No SGZA kte City ‘/-1A COO State Zip Name: 1\466( frtri (.1+C..r1 Day Telephone: 206- 328.- 3 Company Name: 1VJPEt4` St$l A L 21 \ Mailing Address: 2o3oA r v AL ( B SPC.Ctl� Jr 013 q 1 City State Zip E-mail Address: ilL1eic1()b.Y'4S1lr:(r Y\Ci,C((1). Co111 Fax Number: 206-321"72/y Total number of new/relocated devices or sprinkler heads: I O Valuation of Project (contractor's bid price): $ l S b5 CI' Scope of Work (please provide detailed information): T. ASICA1 (1P,b1 C ikere6 JCtbk cte (Java) conA-rok?ave Ienloke G‘nnoActchimr, Snicvetkeshr 6bov t ?, pl\skawn to} }u at Sowt cll)Ie5)'i.. to/skvbe.. 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 1 iv.A WI -6G; Date: q 2013 Day Telephone: 20(9- 32T- 32 77 1/2/13 TFD FP Form 8 4ttirl Jaz SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 022340-0040 Site Address: 345 Andover Park East, Tukwila, WA 98188 Suite Number: Floor: Tenant Name: Teriyaki Deli and Skate Park New Tenant? ❑ - Yes ❑x - No Property Owner's Name: Avere Investments, LLC Mailing Address: 5436 NE 10th Street Renton, WA 98059 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Tim Eastman Day Telephone: 206-200-2257 Company Name: Fire One, Inc. Mailing Address: 107 Washington Blvd, E-mail Address: thefireguy@harbornet.com Algona, WA 98001 City State Zip Fax Number: 206-735-4976 Contractor's City of Tukwila Business License number: BUS -0994914 Total number of new/relocated devices or sprinkler heads: 22 Valuation of Project (contractor's bid price): $ 5000.00 Scope of Work (please provide detailed information): The scope of this project is to install system components in the Teriyaki/Deli and Skate Park portion of the building that is not connected to the fire system. The spaces are fully sprinkled. We will install audible visual devices, monitor module to connect the existing kitchen hood system, and manual pull stations to accommodate a new tenant build out and city requirements. 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: Tim Eastman Plan Permit App.doc Date: 10/27/2016 Day Telephone: 206-200-2257 8/22/14 TFD FP Form 8 4tit 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.: Site Address: , \S -AiJYer ?arL Suite Number: , Floor: Tenant Name: DAe C 'Tr 1 I(1 ' New Tenant? ❑ - Yes 111- No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: fie Day Telephone: ! 2 '4(f/-741 (51 Company Name: 'h JJY) TiYR, f � Chaq r )nL Mailing Address: % -1t),X 1 Z,\ 1. ¥ 11 \ C5C1 16082 - City State Zip Fax Number: E-mail Address: Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 5;CM :— Scope Scope of Work (please provide detailed information): 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 NER OR A - 1 RIZED AGENT: Signature: s a11 C Date: tQ\z-\ /t(.. nPrint Name: SlaX PiC:Zh I nSCri Day Telephone: W S ` a-7(4961 Plan Permit App.doc 1/2/13 TFD FP Form 8 olar41 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 345 Andover Park East, Tukwila, WA 98188 King Co. Assessor's Tax No.: 022340-0040 Tenant Name: Diecut Printers Suite Number:_Floor: New Tenant? ® - Yes ❑ - No Property Owner's Name: SRO Properties, Inc. 829999 Mailing Address: 1411 4th Avenue, Suite 1315, Seattle, WA 98101 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Tim Eastman Company Name: Fire One, Inc. Day Telephone: 206-200-2257 Mailing Address: 107 Washington Blvd, Algona, WA 98001 City State Zip E-mail Address: thefireguy@harbornet.com Fax Number: 206-735-4976 Contractor's City of Tukwila Business License number: BUS -0994914 Total number of new/relocated devices or sprinkler heads: 23 Valuation of Project (contractor's bid price): $ 6919.89 Scope of Work (please provide detailed information): INSTALL ONE FIRE SIGNAL EXPANDER AND AUDIBLE VISUAL DEVICES, ONE DUCT DETECTOR MONITOR MODULE, AND NEW BACKFLOW PREVENTER MONITORING TO ACCOMMODATE A NEW TENANT BUILD OUT AND CITY REQUIRMENTS. 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: Tim Eastman Plan Permit App.doc Date: 04/15/2016 Day Telephone: 206-200-2257 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Diecut Printers 345 Andover Park East Permit No.: 16-S-142 Date: July 6, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. ( INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit It -t—Z3L PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: ,� P Sprinklers: y i yi _i Type of spection: f 1— �, Address: �,�-� Suite #: 54 / /� ! t I' k Contact Person: Special Instructions: — eshl 66 P' 6Fc&►rY7- — s r-241-7-7 6I rz-e---Pecvz-r— ,dj Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: f /A1,4-aftmori,iprizo,iy- Hood & Duct: -cm/a-) ff-h1/4.6-, ba -13 o- J be-, fe -- dk- Pre -Fire: ge-x l VW poli, s 7� e /,.� ro-") vcA) / EJc.c� r- t Pum 57-6(12-6 — eshl 66 P' 6Fc&►rY7- — s r-241-7-7 6I rz-e---Pecvz-r— ._ err kle t2,JS /i,s 5 Sy/ J'- (b Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: p Date:2ltohq- Hrs.: I - $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. CaII to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.E.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit -tvi p CO(p PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17AS.s �ie-hye,-5 , `6vyvS Needs Shift Inspection: offInsection: Project:--� List! 1....,.401.,sType Address: Suite #: 3eic Ape Contact erson: Special Instructions: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: 17AS.s �ie-hye,-5 , `6vyvS Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: i Inspector:- i- jlis3 Date: ,y2.9//4 Hrs.: / , -is $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /(-oo(0-3 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: .Type U re C. i- Cin 1,,,166 of Inspectio : Ai ea Fig Address: '3.1,-- A1,d6- lac E Suite #: Contact Person: Special Instructions: Phone No.: VIApproved per applicable codes. Corrections required prior to approval. COMMENTS: P.! ti k "t% 1404 Needs Shift Inspection:7 Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: FA1 C3 Date: l —)--o-1 . Hrs.: f $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: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 1 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 7) l b - 00. 73 A- c_ pp/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT riApproved per applicable codes. Corrections required prior to approval. rvv V, " . .V, Project: bl,e CCk± 4 % it)4er _S T p of Inspection: (--' /1"/ t)i-v / Address: c r` � /, Suite #: �1 � Contact Person: Special Instructions: Phone No.: riApproved per applicable codes. Corrections required prior to approval. Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: COMMENTS: Pre -Fire: Occupancy Type: /, /--) 7 /) C—f-e..7 A-)4-, visi 4 /„., c Al 0 7 %) 6 ' IV/ i /ate 1-4 iur) e.r. f—,, 4 i r P I. ,. oG/n9 9a 5` 96 / c? --S Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: -Permits: Pre -Fire: Occupancy Type: Inspector: Date: Hrs.: n $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: Address: City: Company Name: State: Word/Inspection Record Form.Doc 3/14/14 Zip: T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit iLLF - �E — co.- PERMIT o PEiRMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project,:—..D .�. �` w� S Type of Ins ection: Frn Address:C 3y5.- Suite #: � t, � Contact Person: Special Instructions: x:e_ ,-ps-- SSS-- Arkto 3z a Phone No.: i J6Approved per applicable codes. Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: x:e_ ,-ps-- SSS-- Arkto 3z a o — f ass - /A/57 / Ave—e") .STrIC //4/0)e 7D� -- /11k0 /1,¢e,o( Ca,p-K 74 S - -4 .s- 4,64- 1r C.17Qr•ii, #ZK57 - 1b/. - ,41 5 ..fri4e .-.3,e ee"-di Z/l 64,,es fir/ $7Lp,'4.,- 7,,a �Ditrf' oe' Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector• �� p' 1'( 3 S Date: V-7,0 J( Hrs.: A. U $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit D1 - 073 /6-s— Jt/ PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: _ Cal- PC1 AA-tr -S T of In§Pection: / Address: 3 Etc-- Suite #: /'- P 'IP Contact Person: Permits: Special Instructions: n , fib)) b)) Orc--e. —1V /14 /1 Phone No.: ✓() 4 N Approved per applicable codes. M,Corrections required prior to approval. COMMENTS: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: n , fib)) b)) Orc--e. —1V /14 /1 4-1 ✓() 4 N 0, 44A -Lo v,e_ ��10-14 Q, N Corj)-e,-- la, - / z Sp A2.,4-44 Gt noUYf- if /1- J/) 5-- 0-01-S-- 460.4201 Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: j ...--Z Date: 9/ th 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 TUKWILA FIRE MARSHAL'S OFFICE Phone: 206-575-4407 • Fax: 206-575-4439 • Email: FireMarshal@tukwilawa.gov CONTRACTORS MATERIAL AND TEST CERTIFICATE FIRE ALARM AND FIRE DETECTION SYSTEMS Fire alarm System is ready for Fire Department acceptance testing. Failure of test will result in termination of the testing and additional fees will be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date l (<to Permit # I b 03`( Property Address 34 S �1) p,�e ? � r�.'c d Suite # 1 t5 c� City _TUKWILA Zip Code g $ g a Name of Facility ` + t 5 Occupied as LT' ,)-16-1t.)-(\c, "1"-u i Owner or Representative S f o ('i-.�g� '��� S Phone # Installing Company (^ i re_ DA- (. j am_. Installing Contractor's Address to '? c , a 5 •7 7 .. City (r(qa+� al Phone # 47( Installer's Name[[(PRINT) Xaa' - -v�� c' License and/or Certificate F 1' % 0)1 ��f Gj 9 V.--4-t_.)D General Contractor 5P c& le. C - 4-r� - d - T e_ S c,• , r 'e- S rib 'r Electrical Contractor 2c,r FACP Equipment Manufacturer S 'K•14' Model # sr] fl 0 This system has beenystael,!1Apre-t9t_ed and operates in accordance with the standards listed below and was inspected by /(,�.�,�-`�. L/ On (date) a ( & — l (,o and includes the devices listed on back. Circe,,: ll that apply: PA 72, Chapter 1 2 4 5 6 7 and/or IFC SEC 907 PA 70, National Electrical Code, Article 760 Manufacturer's Instructions anufacturer's Instructions Other (specify) 7'I'ukwila City Ordinance Numbers 2050, 2051 UL Central Station Monitor y-'2, SIGNED %% "74 - System Firmware: Installed version ( V Initial program Installation G o0A-p Revisions and Reasons System is monitored by ' " - / - ' "'4' 41(4f Date _16 " (, Checksum Date q-/6" 6 r ( co Date Programmed by "Vet i EQUIPMENT INSTALLED AND TESTED: 'GA; "S�n -- Control Panel I of / Make/Model K S7 0 ex• 1 i- Manual Station 3 of '3 Make/Model p L C_ Smoke Detectors 1 of k Make/Model 5 Heat Detectors of _ Make/Model Duct Detectors of Make/Model eA: it: 1 1 4 A/V Devices ('3 04. of etai 13 Make/Model p 2 ) Audio Devices _ of Make/Model Visual Devices q of Make/Model S C U) Auto Door Release _ of _ Make/Model Trouble Indictors of Make/Model Batteries 2 12,V ZAkeadings Battery Z,L. • Full Load 2-6 -Z Charge Zi . Generator _ of _ Make/Model HVAC Controls _ of _ Make/Model Fire Alarm Dialer of Make/Model Monitored by Annunciator j_ of) Make/Model 58 bo (Z ❑ Sprinkler System. (Fire Alarm connections only) Water Flow Sw. 1 of 1 Make/Model V S Valve Tamper Sw. ', of 2 Make/Model 'FZrc.(.ock-- 7o1_ PIV 1 of 4 Make/Model LU S Elec. Alarm Bell of Make/Model Automatic time Delay of Water Flow Alarm 4i0 seconds. None Installed Do you meet audible/visible requirements of WAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes No Test of alarm System on emergency power, satisfactory? Yes _ No NIA " " 'r 54"^46Y Test Witnessed by Title Date Comments: Fire Alarm Certificate.doc Revised: 6/17/14 TFD FP Form #110 TABLE OF CONTENTS 1. SCOPE OF WORK (1 PAGE) 2. EXISTING SILENT KNIGHT CONTROL PANEL SPEC SHEETS (2 PAGES) 3. EXISTING SILENT KNIGHT NOTIFICATION EXPANDER PANEL SPEC SHEET (2 PAGES) 4. SILENT KNIGHT ADDRESSABLE MANUAL PULL STATION SPEC SHEETS (2 PAGES) 5. SILENT KNIGHT MONITOR MODULE SPEC SHEETS (2 PAGES) 6. SYSTEM SENSOR HORN/STROBE & STROBE SPEC ,SHEETS (4 PAGES) TABLE OF CONTENTS 1. SCOPE OF WORK (1 PAGE) 2. SILENT KNIGHT CONTROL PANEL SPEC SHEETS (2 PAGES) 3. SILENT KNIGHT REMOTE ANNUNCIATOR CONTROL SPEC SHEETS (2 PAGES) 4. SILENT KNIGHT MONITOR MODULE SPEC SHEETS (2 PAGES) 5. SYSTEM SENSOR HORN/STROBE & STROBE SPEC SHEETS (4 PAGES) FIRE ONE, INC. 107 WASHIINGTON BLVD. ALGONA WA, 98001 206-575-0331 FAX - 253-735-4976 SCOPE OF WORK FOR: DIECUT PRINTERS 345 ANDOVER PARK EAST TUKWILA, WA 98188 OVERVIEW THE SCOPE OF THIS PROJECT /S TO INSTALL ONE FIRE SIGNAL EXPANDER AND AUDIBLE VISUAL DEVICES, ONE DUCT DETECTOR MONITOR MODULE, AND NEW BACKFLOW PREVENTER MONITORING TO ACCOMMODATE A NEW TENANT BUILD OUT AND CITY REQUIRMENTS. CONTROL PANEL: THE EXISTING CONTROL PANEL /S A SILENT KNIGHT 5700 WIRING: ALL WIRING WILL BE FPLP OR BETTER RATED AND SIZED AS FOLLOWS: INITIATING CIRCUITS WILL BE AWG 16 OR GREATER INDICATING CIRCUITS WILL BE AWG 14 OR GREATER INSTALLATION: INSTALLATION WILL BE PERFORMED IN ACCORDANCE WITH NFPA 70, NFPA 72, IFC CHAPTER 46 AND APPLICABLE PROVISIONS OF THE (WAC) WASHINGTON ADMINISTRATION CODE. TECHNICIANS FROM FIRE ONE, INC., CERTIFIED BY THE STATE OF WASHINGTON AND UNDER PERMIT BY THE AUTHORITY HAVING JURISDICTION WILL PERFORM ALL INSTALLATION. TESTING AND WARRANTY: A COMPLETE TEST WILL BE PERFORMED IN THE PRESENCE OF THE OWNER, AND ANY OTHER AUTHORITY HAVING JURISDICTION DEEMED APPROPRIATE. FOLLOWING AN ACCEPTABLE TEST RESULT, THE OWNER AND FIRE ONE, INC. WILL SET THE TERMS FOR WARRANTY SERVICE AND ARRANGE A CONFIDENCE TESTING SCHEDULE. FIRE ONE, INC. WILL PROVIDE SYSTEMS TRAINING TO THE OWNER TO ENSURE PROPER OPERATIONS. Hydraulic Calculations Sheet 1 of38 for Project Name: DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Location: 345 andover park east tukwila wa Design: Occupancy classification: ORDINARY HAZARD GP 1 Density: 0.15 gpm/sq.ft. Area of application: 900 square feet Coverage per sprinkler: VARIES Type of sprinklers calculated: K=5.6 No. of sprinklers calculated: 12 heads Hose streams: 250.0 gpm Outside Hose Total water required: Including hose streams Date 06/21/16 Job: DIACUT-1 27.29 psi 0 459.0 gpm 0 Supply 139.39 psi available @ 459.0 gpm Below curve by 112.10 psi Type of System: Wet Water Supply Information: 140.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems REMOTE AREA #2 - SEE SHEET #16 www.MicroSpaceSystems.com 0 RMITI C Nov FIRS ~TUITION WRINKLIER sYSTSIMa f Pressure (PSI) N- a- 1 - L J r'---•1 r n 1 L -I 1 Y 1— L r r L L F o l ti r J l J 1. - s 4 J -d j O 8 J N L J Y r 1 Y M I Sd31)INIHdS 1N30N3d M3N - IS V3Nd 3101131:1 DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve: Grinnell F200, F2001, F20 MTR Meter Loss GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 3 Sheet 4 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 1 DR1 1.049 10.00 5.6 8.680 -11.000 0.0 120 32 1T,1E,1FH4 2 DR2 1.049 10.50 5.6 8.680 -11.000 0.0 120 32 1T,2E,1FH4 3 DR3 1.049. 10.50 5.6 10.330 -11.000 0.0 120 32 1T,2E,1FH4 4 DR4 1.049 10.00 5.6 7.000 -11.000 0.0 120 32 1T,1E,1FH6 5 A01 1.049 9.50 5.6 7.000 -10.500 0.0 120 32 1E,1FH4 6 AO2 1.049 13.50 5.6 ,7.000 -10.500 0.0 120 32 1E,1T,1FH4 7 DR5 1.049 1.00 AO1 AO2 0.000 -0.500 0.0 120 32 1T,1E 25 BL1 1.049 8.40 DR1 0.000 0.000 0.0 120 32 26 BL1 1.380 2.50 0.000 0.000 0.0 120 32 27 BL1 1.3.80 6.00 DR2 0.000 0.000 0.0 120 32 28 BL1 1.610 4.00 0.000 0.000 0.0 120 32 1T 30 BL2 1.610 1.00 DR3 0.000 0.000 0.0 120 32 1T 32 BL3 1.049 8.40 DR4 0.000 0.000 0.0 120 32 33 BL3 1.380 8.40 0.000 0.000 0.0 120 32 34 BL3 1.610 4.00 0.000 0.000 0.0 120 32 1T 36 BL4 1.049 8.40 DR1 0.000 0.000 0.0 120 32 37 BL4 1.380 8.40 0.000 0.000 0.0 120 32 38 BL4 1.610 1.00 0.000 0.000 0.0 120 32 39 BL4 1.610 3.00 DR5 0.000 0.000 0.0 120 32 1T 77 RN1 2.469 1.50 BL1 0.000 1.500 0.0 120 32 1T 78 RN2 2.469 1.50 BL1 BL2 0.000 1.500 0.0 120 32 1T 79 RN3 2.469 1.50 BL1 BL2 0.000 1.500 0.0 120 32 1T 80 RN4 2.067 1.50 BL3 0.000 1.500 0.0 120 32 1T 81 RN5 2.067 1.50 BL4 0.000 1.500 0.0 120 32 1T 88 CM1 2.469 0.00 RN1 0.000 0.000 0.0 120 32 89 CM1 3.068 0.00 RN2 0.000 0.000 0.0 120 32 90 CM1 3.548 0.00 RN3 0.000 0.000 0.0 120 32 91 CM1 4.026 0.00 RN4 0.000 0.000 0.0 120 32 92 CM1 4.026 0.00 RN5 0.000 0.000 0.0 120 32 93 CM1 4.026 0.00 0.000 0.000 0.0 120 32 94 CM1 5.047 0.00 0.000 0.000 0.0 120 32 95 CM1 5.047 0.00 0.000 0.000 0.0 120 32 101 RI 6.065 18.00 CM1 0.000 18.500 0.0 120 32 1ALV,1GV 102 UG 8.270 120.00 RI -8 0.000 0.000 0.0 140 32 lUE,1GV,1UT1,1MTR 103 UG 8.270 0.00 0.000 0.000 250.0 140 32 Sheet 5 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 1 C = 120 L 10.0 PT 8.68 1 16.5=5.60(8.68)A.5 F 31.0 PE -4.76 (EL= -11.0 ft) 1 16.5 1.049 1T 1E T 41.0 0.09115 PF 3.74 6.1 1FH4 PT 7.65 25 B1 Jct K -factor for drop 1 = 16.5/(7.65)A.5 = 5.96 at Hyd Ref Pts 25 36 Drop 2 L 10.5 PT 8.68 2 16.5=5.60(8.68)A.5 F 33.0 PE -4.76 2 16.5 1.049 1T 2E T 43.5 0.09115 PF 3.97 1FH4 PT 7.88 27 K -factor for drop 2 = 16.5/(7.88)'.5 = 5.88 Drop 3 L 10.5 PT 10.33 3 18.0=5.60(10.33)A.5 F 33.0 PE -4.76 3 18.0 1.049 1T 2E T 43.5 0.10707 PF 4.66 1FH4 PT 10.22 30 K -factor for drop 3 = 18.0/(10.22)".5 = 5.63 Drop 4 L 10.0 PT 7.00 4 14.8=5.60(7.00)A.5 F 42.0 PE -4.76 4 14.8 1.049 1T 1E T 52.0 0.07470 PF- 3.88 1FH6 PT 6.12 32 K -factor for drop 4 = 14.8/(6.12)x.5 = 5.98 6.1 6.7 5.5 C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct Sheet 6 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Arm -over 1 C = 120 L 9.5 PT 7.00 5 14.8=5.60(7.00)A.5 F 26.0 PE -4.55 (EL= -10.5 ft) 5 14.8 1.049 1E 1FH4 T 35.5 0.07470 PF 2.65 5.5 PT 5.11 7 B1 Jct K -factor for arm -over 1 = 14.8/(5.11)A.5 = 6.55 Arm -over 2 L 13.5 PT 7.00 6 14.8=5.60(7.00)A.5 F 31.0 PE -4.55 6 14.8 1.049 1E 1T T 44.5 0.07470 PF 3.32 1FH4 PT 5.78 7 K -factor for arm -over 2 = 14.8/(5.78)'.5 = 6.16 Drop 5 5.5 C = 120 (EL= -10.5 ft) B1 Jct C = 120 K=12.71=6.55+6.16 L 1.0 PT 5.78 7 AO1 + AO2 30.6=12.71(5.78)A.5 F 7.0 PE -0.22 (EL= -0.5 ft) 30.6 1.049 1T 1E T 8.0 0.28494 PF 2.28 11.3 PT 7.84 39 B1 Jct K -factor for drop 5 = 30.6/(7.84)x.5 = 10.93 Branchline No. 1 C = 120 L 8.4 PT 7.65 25 DR1 16.5=5.96(7.65)".5 F 0.0 PE 0.00 25 16.5 1.049 T 8.4 0.09112 PF 0.77 6.1 L 2.5 PT 8.42 26 F 0.0 PE 0.00 26 16.5 1.380 T 2.5 0.02396 PF 0.06 3.5 L 6.0 PT 8.48 27 DR2 17.1=5.88(8.48)A.5 F 0.0 PE 0.00 27 33.6 1.380 T 6.0 0.08939 PF 0.54 7.2 L 4.0 PT 9.01 28 F 8.0 PE 0.00 28 33.6 1.610 1T T 12.0 0.04220 PF 0.51 5.3 PT 9.52 77 Riser Nipple Jct K -factor for branchline no. 1 = 33.6/(9.52)A.5 = 10.89 at Hyd Ref Pts 77 78 79 Sheet 7 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN =Branchline 1) C = 120 L 1.5 PT 9.52 77 BL1 33.6=10.89(9.52)A.5 F 12.0 PE 0.65 (EL= 1.5 ft) 77 33.6 2.469 1T T 13.5 0.00526 PF 0.07 2.3 PT 10.24 88 Cross main Jct K -factor for riser nipple = 33.6/(10.24)'.5 = 10.50 Branchline No. 2 C = 120 L 1.0 PT 10.22 30 DR3 18.0=5.63(10.22)A.5 F 8.0 PE 0.00 30 18.0 1.610 1T T 9.0 0.01329 PF 0.12 2.8 PT 10.34 78 Riser Nipple Jct K -factor for branchline no. 2 = 18.0/(10.34)'.5 = 5.60 at Hyd Ref Pts 78 79 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=16.49=10.89+5.60 L 1.5 PT 10.34 78 BL1 + BL2 53.0=16.49(10.34)A.5 F 12.0 PE 0.65 (EL= 1.5 ft) 78 53.0 2.469 1T T 13.5 0.01223 PF 0.17 3.6 PT 11.15 89 Cross main Jct K -factor for riser nipple = 53.0/(11.15)A.5 = 15.87 Riser Nipple (Top of RN =Branchline 1 + Branchline 2) C = 120 K=16.49=10.89+5.60 L 1.5 PT 10.34 79 BL1 + BL2 53.0=16.49(10.34)A.5 F 12.0 PE 0.65 (EL= 1.5 ft) 79 53.0 2.469 1T T 13.5 0.01223 PF 0.17 3.6 PT 11.15 90 Cross main Jct K -factor for riser nipple = 53.0/(11.15)'.5 = 15.87 Sheet 8 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 3 C = 120 L 8.4 PT 6.12 32 DR4 14.8=5.98(6.12)A.5 F 0.0 PE 0.00 32 14.8 1.049 T 8.4 0.07454 PF 0.63 5.5 L 8.4 PT 6.75 33 F 0.0 PE 0.00 33 14.8 1.380 T 8.4 0.01960 PF 0.16 3.2 L 4.0 PT 6.91 34 F 8.0 PE 0.00 34 14.8 1.610 1T T 12.0 0.00925 PF 0.11 2.3 PT 7.02 80 Riser Nipple Jct K -factor for branchline no. 3 = 14.8/(7.02)'.5 = 5.59 Riser Nipple (Top of RN =Branchline 3) C = 120 L 1.5 PT 7.02 80 BL3 14.8=5.59(7.02)A.5 F 10.0 PE 0.65 (EL= 1.5 ft) 80 14.8 2.067 1T T 11.5 0.00274 PF 0.03 1.4 ` PT 7.70 91 Cross main Jct K -factor for riser nipple = 14.8/(7.70)x.5 = 5.33 Branchline No. 4 C = 120 L 8.4 PT 7.65 36 DR1 16.5=5.96(7.65)A.5 F 0.0 PE 0.00 36 16.5 1.049 T 8.4 0.09112 PF 0.77 6.1 L 8.4 PT 8.42 37 F 0.0 PE 0.00 37 16.5 1.380 T 8.4 0.02396 PF 0.20 3.5 L 1.0 PT 8.62 38 F 0.0 PE 0.00 38 16.5 1.610 T 1.0 0.01131 PF 0.01 2.6 L 3.0 PT 8.63 39 DR5 32.1=10.93(8.63)A 5 F 8.0 PE 0.00 39 48.6 1.610 1T T 11.0 0.08347 PF 0.92 7.7 PT 9.55 81 Riser Nipple Jct K -factor for branchline no. 4 = 48.6/(9.55)A.5 = 15.73 Sheet 9 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN =Branchline 4) C = 120 L 1 5 PT 9.55 81 BL4 48.6=15.73(9.55)A.5 F 10.0 PE 0.65 (EL= 1.5 ft) 81 48.6 2.067 1T T 11.5 0.02474 PF 0.28 4.6 PT 10.48 92 Cross main Jct K -factor for riser nipple = 48.6/(10.48)x.5 = 15.01 Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 89) C = 120 L 0.0 PT 11.15 88 RN#77 35.1=10.50(11.15)A.5 F 0.0 PE 0.00 88 35.1 2.469 T 0.0 0.00000 PF 0.00 2.3 L 0.0 PT 11.15 89 RN#78 53.0=15.87(11.15)A.5 F 0.0 PE 0.00 89 88.1 3.068 T 0.0 0.00000 PF 0.00 3.8 L 0.0 PT 11.15 90 RN#79 53.0=15.87(11.15)A.5 F 0.0 PE 0.00 90 141.1 3.548 T 0.0 0.00000 PF 0.00 4.6 L 0.0 PT 11.15 91 RN#80 17.8=5.33(11.15)A.5 F 0.0 PE 0.00 91 158.9 4.026 T 0.0 0.00000 PF 0.00 4.0 L 0.0 PT 11.15 92 RN#81 50.1=15.01(11.15)A.5 F 0.0 PE 0.00 92 209.0 4.026 T 0.0 0.00000 PF 0.00 5.3 L 0.0 PT 11.15 93 F 0.0 PE 0.00 93 209.0 4.026 T 0.0 0.00000 PF 0.00 5.3 L 0.0 PT 11.15 94 F 0.0 PE 0.00 94 209.0 5.047 T 0.0 0.00000 PF 0.00 3.4 L 0.0 PT 11.15 95 F 0.0 PE 0.00 95 209.0 5.047 T 0.0 0.00000 PF 0.00 3.4 PT 11.15 101 Top of Riser K -factor for Cross main 1 = 209.0/(11.15)A.5 = 62.58 Sheet 10 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS 345 andover park east tukwila wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser C = 120 L 18.0 PT 11.15 101 CM 1 F 25.0 PE 8.01 (EL= 18.5 ft) 101 209.0 6.065 1ALV 1GV T 43.0 0.00194 PF 0.08 2.3 PT 19.24 102 B.O.R. K -factor for Riser = 209.0/(19.24)A.5 = 47.64 Under ground C = 140 L 120.0 PT 19.24 102 B.O.R. F 43.0 PE 0.00 102 209.0 8.270 lUE 1GV T 163.0 0.00032 PF 8.05 1.2 1MTR = 8.00# lUT1 1MTR L 0.0 PT 27.29 103 250.0 gpm = Hose F 0.0 PE 0.00 103 459.0 8.270 T 0.0 0.00000 PF 0.00 2.7 PT 27.29 104 Supply Jct Available flow at 27.29 psi is 7733.5 gpm which is 7274.5 gpm from curve. Supply pressure available with 459.0 gpm flowing is 139.39 psi, thus system requirement is 112.10 psi below supply curve. (80.4%) DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Sheet 11 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 104 140.00 20.00 8000.0 139.39 459.0 27.29 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 1 9.00 Orif= 5.60 2 9.00 Orif= 5.60 3 9.00 Orif= 5.60 4 9.00 Orif= 5.60 5 9.00 Orif= 5.60 6 9.00 Orif= 5.60 7 19.50 K=12.71 25 20.00 26 20.00 27 20.00 28 20.00 30 20.00 32 20.00 33 20.00 34 20.00 36 20.00 37 20.00 38 20.00 39 20.00 77 20.00 78 20.00 79 20.00 80 20.00 81 20.00 88 18.50 89 18.50 90 18.50 91 18.50 92 18.50 93 18.50 94 18.50 95 18.50 101 18.50 102 0.00 103 0.00 Hose 104 0.00 AO1 + AO2 8.68 8.68 10.33 7.00 7.00 7.00 5.78 7.65 8.42 8.48 9.01 10.22 6.12 6.75 6.91 7.65 8.42 8.62 8.63 9.52 10.34 10.34 7.02 9.55 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.15 11.15 19.24 27.29 27.29 16.5 16.5 18.0 14.8 14.8 14.8 30.6 250.0 DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Sheet 12 Pipe Information Nodel Elevi Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 1 9.00 5.60 16.5 1" 1T lE L 10.0 120 Pt 8.68 1 1FH4 F 31.0 6.1 Pe -4.76 25 20.00 16.5 1.049 31.0 T 41.0 0.0912 Pf 3.74 DR1:K=5.96 2 9.00 5.60 16.5 1" 1T 2E L 10.5 120 Pt 8.68 2 1FH4 F 33.0 6.1 Pe -4.76 27 20.00 16.5 1.049 33.0 T 43.5 0.0912 Pf 3.97 DR2:K=5.88 3 9.00 5.60 18.0 1" 1T 2E L 10.5 120 Pt 10.33 3 1FH4 F 33.0 6.7 Pe -4.76 30 20.00 18.0 1.049 33.0 T 43.5 0.1071 Pf 4.66 DR3:K=5.63 4 9.00 5.60 14.8 1" 1T 1E L 10.0 120 Pt 7.00 4 1FH6 F 42.0 5.5 Pe -4.76 32 20.00 14.8 1.049 42.0 T 52.0 0.0747 Pf 3.88 DR4:K=5.98 5 9.00 5.60 14.8 1" 1E 1FH4 L 9.5 120 Pt 7.00 5 F 26.0 5.5 Pe -4.55 7 19.50 14.8 1.049 26.0 T 35.5 0.0747 Pf 2.65 AO1:K=6.55 6 9.00 5.60 14.8 1" 1E 1T L 13.5 120 Pt 7.00 6 1FH4 F 31.0 5.5 Pe -4.55 7 19.50 14.8 1.049 31.0 T 44.5 0.0747 Pf 3.32 AO2:K=6.16 7 19.50 12.71 [30.6] 1" 1T 1E L 1.0 120 Pt 5.78 AO1 + AO2 7 F 7.0 11.3 Pe -0.22 39 20.00 30.6 1.049 7.0 T 8.0 0.2849 Pf 2.28 DR5:K=10.93 25 20.00 5.96 [16.5] 1" L 8.4 120 Pt 7.65 DR1 25 F 0.0 6.1 Pe 0.00 26 20.00 16.5 1.049 T 8.4 0.0911 Pf 0.77 26 26 20.00 1 1/4" 27 20.00 16.5 1.380 L 2.5 120 Pt 8.42 F 0.0 3.5 Pe 0.00 T 2.5 0.0240 Pf 0.06 27 20.00 5.88 [17.1] 1 1/4" L 6.0 120 Pt 8.48 DR2 27 F 0.0 7.2 Pe 0.00 28 20.00 33.6 1.380 T 6.0 0.0894 Pf 0.54 28 28 20.00 77 20.00 1 1/2" 1T L 4.0 120 Pt 9.01 F 8.0 5.3 Pe 0.00 33.6 1.610 8.0 T 12.0 0.0422 Pf 0.51 BL1:K=10.89 DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Sheet 13 Pipe Information Nodel Elevi Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 30 20.00 5.63 [18.0] 1 1/2" 1T L 1.0 120 Pt 10.22 DR3 30 F 8.0 2.8 Pe 0.00 78 20.00 18.0 1.610 8.0 T 9.0 0.0133 Pf 0.12 BL2:K=5.60 32 32 20.00 5.98 [14.8] 1" 33 20.00 14.8 1.049 L 8.4 120 Pt 6.12 DR4 F 0.0 5.5 Pe 0.00 T 8.4 0.0745 Pf 0.63 33 33 20.00 1 1/4" 34 20.00 14.8 1.380 L 8.4 120 Pt 6.75 F 0.0 3.2 Pe 0.00 T 8.4 0.0196 Pf 0.16 34 34 20.00 1 1/2" 1T 80 20.00 14.8 1.610 L 4.0 120 Pt 6.91 F 8.0 2.3 Pe 0.00 8.0 T 12.0 0.0093 Pf 0.11 BL3:K=5.59 36 20.00 5.96 [16.5] 1" L 8.4 120 Pt 7.65 DR1 36 F 0.0 6.1 Pe 0.00 37 20.00 16.5 1.049 T 8.4 0.0911 Pf 0.77 37 20.00 1 1/4" L 8.4 120 Pt 8.42 37 F 0.0 3.5 Pe 0.00 38 20.00 16.5 1.380 T 8.4 0.0240 Pf 0.20 38 38 20.00 1 1/2" 39 20.00 16.5 1.610 L 1.0 120 Pt 8.62 F 0.0 2.6 Pe 0.00 T 1.0 0.0113 Pf 0.01 39 20.00 10.93 [32.1] 1 1/2" 1T L 3.0 120 Pt 8.63 DR5 39 F 8.0 7.7 Pe 0.00 81 20.00 48.6 1.610 8.0 T 11.0 0.0835 Pf 0.92 BL4:K=15.73 77 20.00 10.89 (33.6] 2 1/2" 1T L 1.5 120 Pt 9.52 BL1 77 F 12.0 2.3 Pe 0.65 88 18.50 33.6 2.469 12.0 T 13.5 0.0053 Pf 0.07 RN1:K=10.50 78 20.00 16.49 [53.0] 2 1/2" 1T L 1.5 120 Pt 10.34 BL1 + BL2 78 F 12.0 3.6 Pe 0.65 89 18.50 53.0 2.469 12.0 T 13.5 0.0122 Pf 0.17 RN2:K=15.87 79 20.00 16.49 [53.0] 2 1/2" 1T L 1.5 120 Pt 10.34 BL1 + BL2 79 F 12.0 3.6 Pe 0.65 90 18.50 53.0 2.469 12.0 T 13.5 0.0122 Pf 0.17 RN3:K=15.87 DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Sheet 14 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 80 20.00 5.59 [14.8] 2" 1T L 1.5 120 Pt 7.02 BL3 80 F 10.0 1.4 Pe 0.65 91 18.50 14.8 2.067 10.0 T 11.5 0.0027 Pf 0.03 RN4:K=5.33 81 20.00 15.73 [48.6] 2" 1T L 1.5 120 Pt 9.55 BL4 81 F 10.0 4.6 Pe 0.65 92 18.50 48.6 2.067 10.0 T 11.5 0.0247 Pf 0.28 RN5:K=15.01 88 88 18.50 10.50 [35.1] 2 1/2" 89 18.50 35.1 2.469 L 0.0 120 Pt 11.15 RN#77 F 0.0 2.3 Pe 0.00 T 0.0 0.0057 Pf 0.00 89 89 18.50 15.87 [53.0] 3" 90 18.50 88.1 3.068 L 0.0 120 Pt 11.15 RN#78 F 0.0 3.8 Pe 0.00 T 0.0 0.0109 Pf 0.00 90 90 18.50 15.87 [53.0] 4" 91 18.50 141.1 3.548 L 0.0 120 Pt 11.15 RN#79 F 0.0 4.6 Pe 0.00 T 0.0 0.0128 Pf 0.00 91 91 18.50 5.33 [17.8] 4" 92 18.50 158.9 4.026 L 0.0 120 Pt 11.15 RN#80 F 0.0 4.0 Pe 0.00 T 0.0 0.0086 Pf 0.00 92 18.50 15.01 [50.1] 4" L 0.0 120 Pt 11.15 RN#81 92 F 0.0 5.3 Pe 0.00 93 18.50 209.0 4.026 T 0.0 0.0143 Pf 0.00 93 18.50 4" L 0.0 120 Pt 11.15 93 F 0.0 5.3 Pe 0.00 94 18.50 209.0 4.026 T 0.0 0.0143 Pf 0.00 94 18.50 5" L 0.0 120 Pt 11.15 94 F 0.0 3.4 Pe 0.00 95 18.50 209.0 5.047 T 0.0 0.0048 Pf 0.00 95 18.50 5" L 0.0 120 Pt 11.15 95 F 0.0 3.4 Pe 0.00 101 18.50 209.0 5.047 T 0.0 0.0048 Pf 0.00 101 101 18.50 102 0.00 6" 1ALV 1GV L 18.0 120 Pt 11.15 Top of Riser F 25.0 2.3 Pe 8.01 209.0 6.065 25.0 T 43.0 0.0019 Pf 0.08 DIACUT TENANT REMOTE AREA #1 - NEW PENDENT SPRINKLERS Sheet 15 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 102 102 0.00 103 0.00 8" 1UE 1GV L 120.0 140 Pt 19.24 lUT1 1MTR F 43.0 1.2 Pe 0.00 1MTR = 8.00# 209.0 8.270 43.0 T 163.0 0.0003 Pf 8.05 103 103 0.00 104 0.00 8" 250.0 459.0 8.270 L 0.0 140 Pt 27.29 F 0.0 2.7 Pe 0.00 T 0.0 0.0014 Pf 0.00 Supply Hydraulic Calculations Sheet 16 for Project Name: DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Location: 345 andover park east - tukwila, wa Design: Occupancy classification: ORDINARY HAZARD GP 1 Density: 0.15 gpm/sq.ft. Area of application: 900 square feet Coverage per sprinkler: varies Type of sprinklers calculated: K=5.6 No. of sprinklers calculated: 16 heads Hose streams: 250.0 gpm Outside Hose Total water required: Including hose streams Date 06/21/16 Job: DIACUT-2 30.94 psi @ 561.0 gpm @ Supply 139.12 psi available OD 561.0 gpm Below curve by 108.18 psi Type of System: Wet Water Supply Information: 140.00 psi Static, 20.00 psi Residual @ 8000.0 gpm Name of Contractor: CROWN FIRE PROTECTION Address: BOTHELL, WASHINGTON Phone Number: Program: 'HydroCalc' by Micro Space Systems www.MicroSpaceSystems.com Pressure (Pi) 2, I ,,..4,.....,..,...., 5- a - L J r i 1 1 A L T r r L J A L 1 4 if - ir 1 r - r 1 A I- . F J a/ 1 M 1 1 l 11 r ry r J l i - r i N J J r ----y L J r-----a- r A r J A A L 1 J 1- ... -_--1 r 1 T Y A A 1 1 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS CROWN FIRE PROTECTION Description of Fitting abbreviations Code Description T Tee E Ninety degree elbow ALV Alarm valve: Grinnell F200, F2001, F20 MTR Meter Loss GV Gate valve UE Underground ASCA ninety degree elbow UT1 Underground ASCA tee: flow in run, flow out bullhead only FH4 FLEX HEAD - 4' FH6 FLEX HEAD - 6' Description of Other abbreviations Code Description AO Arm -over DR Drop BL Branch Line RN Riser Nipple CM Cross Main PT Total pressure PE Pressure loss due to elevation changes PF Pressure loss due to friction .5 Raised to the power of .5 (Square Root) L Actual pipe length F Fitting equivalent pipe length T Total pipe length Sheet 18 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW 9 DR21 1.049 10.00 5.6 10 AO3 1.049 13.50 5.6 11 DR22 1.049 0.50 AO3 12 DR23 1.049 10.50 5.6 13 DR24 1.049 10.50 5.6 14 DR25 1.049 10.50 5.6 15 DR26 1.049 10.50 5.6 16 DR27 1.049 13.50 5.6 17 DR28 1.049 10.50 5.6 18 DR29 1.049 10.00 5.6 19 DR30 1.049 10.50 5.6 20 DR31 1.049 13.50 5.6 21 DR32 1.049 10.50 5.6 22 DR33 1.049 10.00 5.6 23 DR34 1.049 10.50 5.6 41 BL5 1.049 8.40 DR21 42 BL5 1.380 8.40 43 BL5 1.610 4.00 45 BL6 1.049 8.40 DR22 46 BL6 1.380 1.50 47 BL6 1.380 7.00 DR23 48 BL6 1.610 3.00 49 BL6 1.610 1.00 DR25 51 BL7 1.049 8.40 DR21 52 BL7 1.380 1.00 53 BL7 1.380 7.40 DR24 54 BL7 1.610 3.00 55 BL7 1.610 1.00 DR26 57 BL8 1.049 8.40 DR27 58 BL8 1.380 4.00 59 BL8 1.380 4.40 DR28 60 BL8 1.610 4.00 62 BL9 1.049 8.40 DR29 63 BL9 1.380 4.40 64 BL9 1.380 4.00 DR30 65 BL9 1.610 4.00 67 BL10 1.049 8.40 DR31 68 BL10 1.380 1.40 69 BL10 1.380 7.00 DR32 7.000 7.000 AO3 0.000 7.000 10.560 7.000 7.000 7.000 7.000 9.000 7.000 7.000 7.000 7.000 7.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 - 11.000 - 10.500 -0.500 - 11.000 - 11.000 - 11.000 - 11.000 -11.000 - 11.000 - 11..000 - 11.000 - 11.000 - 11.000 - 11.000 - 11.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 120 Sheet 19 Vel Fittings 32 1T,1E,1FH4 32 1T,2E,1FH4 32 1T 32 1T,2E,1FH6 32 1T,2E,1FH4 32 1T,2E,1FH6 32 1T,2E,1FH4 32 1T,3E,1FH4 32 1T,2E,1FH6 32 1T,1E,1FH4 32 1T,2E,1FH4 32 1T,3E,1FH4 32 1T,2E,1FH6 32 1T,1E,1FH4 32 1T,1E,1FH4 32 32 32 1T 32 32 32 32 32 1T 32 32 32 32 32 1T 32 32 32 32 1T 32 32 32 32 1T 32 32 32 Sheet 20 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Raw data previous to any calculations No. Code Diam Length Kfacl Kfac2 Press Elev Hose HW Vel Fittings 70 BL10 1.610 4.00 0.000 0.000 0.0 120 32 1T 72 BL11 1.049 8.40 DR33 0.000 0.000 0.0 120 32 73 BL11 1.380 1.40 0.000 0.000 0.0 120 32 74 BL11 1.380 7.00 DR34 0.000 0.000 0.0 120 32 75 BL11 1.610 4.00 0.000 0.000 0.0 120 32 1T 82 RN6 2.067 1.50 BL5 0.000 1.500 0.0 120 32 1T 83 RN7 2.067 1.50 BL6 BL8 0.000 1.500 0.0 120 32 1T 84 RN8 2.067 1.50 BL7 BL9 0.000 1.500 0.0 120 32 1T 85 RN9 2.067 1.00 BL10 0.000 1.000 0.0 120 32 1T 86 RN10 2.067 1.00 BL11 0.000 1.000 0.0 120 32 1T 93 CM1 5.047 10.00 RN6 0.000 0.000 0.0 120 32 94 CM1 5.047 10.00 RN7 0.000 0.000 0.0 120 32 95 CM1 5.047 12.00 RN8 0.000 0.000 0.0 120 32 1T,1E 97 CM2 5.047 10.00 RN9 0.000 0.000 0.0 120 32 98 CM2 5.047 4.00 RN10 0.000 0.000 0.0 120 32 1T 99 CM2 6.065 44.00 0.000 0.000 0.0 120 32 1T 101 RI 6.065 18.00 CM1 CM2 0.000 18.500 0.0 120 32 1ALV,1GV 102 UG 8.270 120.00 RI -8 0.000 0.000 0.0 140 32 lUE,1GV,1UT1,1MTR 103 UG 8.270 0.00 0.000 0.000 250.0 140 32 Sheet 21 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 21 C = 120 L 10.0 PT 7.00 9 14.8=5.60(7.00)A.5 F 31.0 PE -4.76 (EL= -11.0 ft) 9 14.8 1.049 1T 1E T 41.0 0.07470 PF 3.06 5.5 1FH4 PT 5.30 41 B1 Jct K -factor for drop 21 = 14.8/(5.30)A.5 = 6.43 at Hyd Ref Pts 41 51 Arm -over 3 L 13.5 PT 7.00 10 14.8=5.60(7.00)A.5 F 33.0 PE -4.55 10 14.8 1.049 1T 2E T 46.5 0.07470 PF 3.47 1FH4 PT 5.93 11 K -factor for arm -over 3 = 14.8/(5.93)A.5 = 6.08 5.5 C = 120 (EL= -10.5 ft) B1 Jct Drop 22 C = 120 K=12.16=6.08+6.08 L 0.5 PT 5.93 11 AO3 + AO3 29.6=12.16(5.93)A.5 F 5.0 PE -0.22 (EL= -0.5 ft) 11' 29.6 1.049 1T T 5.5 0.26888 PF 1.48 11.0 PT 7.19 45 B1 Jct K -factor for drop 22 = 29.6/(7.19)A.5 = 11.04 Drop 23 L 10.5 PT 7.00 12 14.8=5.60(7.00)A.5 F 44.0 PE -4.76 12 14.8 1.049 1T 2E T 54.5 0.07470 PF 4.07 1FH6 PT 6.31 47 K -factor for drop 23 = 14.8/(6.31)A.5 = 5.89 5.5 C = 120 (EL= -11.0 ft) B1 Jct Sheet 22 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 24 C = 120 L 10.5 PT 10.56 13 18.2=5.60(10.56)A.5 F 33.0 PE -4.76 (EL= -11.0 ft) 13 18.2 1.049 1T 2E T 43.5 0.10927 PF 4.75 6.8 1FH4 PT 10.55 53 B1 Jct K -factor for drop 24 = 18.2/(10.55)A.5 = 5.60 Drop 25 L 10.5 PT 7.00 14 14.8=5.60(7.00)A.5 F 44.0 PE -4.76 14 14.8 1.049 1T 2E T 54.5 0.07470 PF 4.07 1FH6 PT 6.31 49 K -factor for drop 25 = 14.8/(6.31)A.5 = 5.89 Drop 26 L 10.5 PT 7.00 15 14.8=5.60(7.00)A.5 F 33.0 PE -4.76 15 14.8 1.049 1T 2E T 43.5 0.07470 PF 3.25 1FH4 PT 5.49 55 K -factor for drop 26 = 14.8/(5.49)A.5 = 6.32 Drop 27 L 13.5 PT 7.00 16 14.8=5.60(7.00)A.5 F 35.0 PE -4.76 16 14.8 1.049 1T 3E T 48.5 0.07470 PF 3.62 1FH4 PT 5.86 57 K -factor for drop 27 = 14.8/(5.86)A.5 = 6.11 5.5 5.5 5.5 C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct Sheet 23 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA *2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 28 C = 120 L 10.5 PT 7.00 17 14.8=5.60(7.00)A.5 F 44.0 PE -4.76 (EL= -11.0 ft) 17 14.8 1.049 1T 2E T 54.5 0.07470 PF 4.07 5.5 1FH6 PT 6.31 59 B1 Jct K -factor for drop 28 = 14.8/(6.31)A.5 = 5.89 Drop 29 L 10.0 PT 9.00 18 16.8=5.60(9.00)A.5 F 31.0 PE -4.76 18 16.8 1.049 1T lE T 41.0 0.09425 PF 3.86 1FH4 PT 8.10 62 K -factor for drop 29 = 16.8/(8.10)'.5 = 5.90 Drop 30 L 10.5 PT 7.00 19 14.8=5.60(7.00)A.5 F 33.0 PE -4.76 19 14.8 1.049 1T 2E T 43.5 0.07470 PF 3.25 1FH4 PT 5.49 64 K -factor for drop 30 = 14.8/(5.49)".5 = 6.32 Drop 31 L 13.5 PT 7.00 20 14.8=5.60(7.00)A.5 F 35.0 PE -4.76 20 14.8 1.049 1T 3E T 48.5 0.07470 PF 3.62 1FH4 PT 5.86 67 K -factor for drop 31 = 14.8/(5.86)".5 = 6.11 6.2 5.5 5.5 C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct Sheet 24 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Drop 32 C = 120 L 10.5 PT 7.00 21 14.8=5.60(7.00)A.5 F 44.0 PE -4.76 (EL= -11.0 ft) 21 14.8 1.049 1T 2E T 54.5 0.07470 PF 4.07 5.5 1FH6 PT 6.31 69 B1 Jct K -factor for drop 32 = 14.8/(6.31)A.5 = 5.89 Drop 33 L 10.0 PT 7.00 22 14.8=5.60(7.00)A.5 F 31.0 PE -4.76 22 14.8 1.049 1T 1E T 41.0 0.07470 PF 3.06 1FH4 PT 5.30 72 K -factor for drop 33 = 14.8/(5.30)A.5 = 6.43 Drop 34 L 10.5 PT 7.00 23 14.8=5.60(7.00)A.5 F 31.0 PE -4.76 23 14.8 1.049 1T 1E T 41.5 0.07470 PF 3.10 1FH4 PT 5.34 74 K -factor for drop 34 = 14.8/(5.34)A.5 = 6.41 5.5 5.5 C = 120 (EL= -11.0 ft) B1 Jct C = 120 (EL= -11.0 ft) B1 Jct Branchline No. 5 C = 120 L 8.4 PT 5.30 41 DR21 14.8=6.43(5.30)A.5 F 0.0 PE 0.00 41 14.8 1.049 T 8.4 0.07455 PF 0.63 5.5 L 8.4 PT 5.93 42 F 0.0 PE 0.00 42 14.8 1.380 T 8.4 0.01961 PF 0.16 3.2 L 4.0 PT 6.09 43 F 8.0 PE 0.00 43 14.8 1.610 1T T 12.0 0.00926 PF 0.11 2.3 PT 6.20 82 Riser Nipple Jet K -factor for branchline no. 5 = 14.8/(6.20)A.5 = 5.94 Sheet 25 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser Nipple (Top of RN=Branchline 5) C = 120 L 1.5 PT 6.20 82 BL5 14.8=5.94(6.20)A.5 F 10.0 PE 0.65 (EL= 1.5 ft) 82 14.8 2.067 1T T 11.5 0.00274 PF 0.03 1.4 PT 6.88 93 Cross main Jct K -factor for riser nipple = 14.8/(6.88)A.5 = 5.64 Branchline No. 6 C = 120 L 8.4 PT 7.19 45 DR22 29.6=11.04(7.19)A.5 F 0.0 PE 0.00 45 29.6 1.049 T 8.4 0.26868 PF 2.26 11.0 L 1.5 PT 9.45 46 F 0.0 PE 0.00 46 29.6 1.380 T 1.5 0.07066 PF 0.11 6.3 L 7.0 PT 9.55 47 DR23 18.2=5.89(9.55)A.5 F 0.0 PE 0.00 47 47.8 1.380 T 7.0 0.17160 PF 1.20 10.3 L 3.0 PT 10.75 48 F 0.0 PE 0.00 48 47.8 1.610 T 3.0 0.08100 PF 0.24 7.5 L 1.0 PT 11.00 49 DR25 19.6=5.89(11.00)A.5 F 8.0 PE 0.00 49 67.4 1.610 1T T 9.0 0.15269 PF 1.37 10.6 PT 12.37 83 Riser Nipple Jct K -factor for branchline no. 6 = 67.4/(12.37)A.5 = 19.16 Sheet 26 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 7 (Beginning pressure increased due to Hyd Ref Pt 53) C = 120 L 8.4 PT 9.46 51 DR21 19.8=6.43(9.46)A.5 F 0.0 PE 0.00 51 19.8 1.049 T 8.4 0.12736 PF 1.07 7.3 L 1.0 PT 10.53 52 F 0.0 PE 0.00 52 19.8 1.380 T 1.0 0.03350 PF 0.03 4.2 L 7.4 PT 10.56 53 DR24 18.2=5.60(10.56)A.5 F 0.0 PE 0.00 53 38.0 1.380 T 7.4 0.11208 PF 0.83 8.1 L 3.0 PT 11.39 54 F 0.0 PE 0.00 54 38.0 1.610 T 3.0 0.05291 PF 0.16 6.0 L 1.0 PT 11.55 55 DR26 21.5=6.32(11.55)A.5 F 8.0 PE 0.00 55 59.5 1.610 1T T 9.0 0.12121 PF 1.09 9.4 PT 12.64 84 Riser Nipple Jct K -factor for branchline no. 7 = 59.5/(12.64)A.5 = 16.74 Branchline No. 8 C = 120 L 8.4 PT 5.86 57 DR27 14.8=6.11(5.86)A.5 F 0.0 PE 0.00 57 14.8 1.049 T 8.4 0.07455 PF 0.63 5.5 L 4.0 PT 6.49 58 F 0.0 PE 0.00 58 14.8 1.380 T 4.0 0.01961 PF 0.08 3.2 L 4.4 PT 6.56 59 DR28 15.1=5.89(6.56)".5 F 0.0 PE 0.00 59 29.9 1.380 T 4.4 0.07201 PF 0.32 6.4 L 4.0 PT 6.88 60 F 8.0 PE 0.00 60 29.9 1.610 1T T 12.0 0.03399 PF 0.41 4.7 PT 7.29 83 Riser Nipple Jct K -factor for branchline no. 8 = 29.9/(7.29)'.5 = 11.07 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Sheet 27 Notes Riser Nipple (Top of RN =Branchline 6 + Branchline 8) C = 120 K=30.24=19.17+11.07 L 1.5 PT 12.37 83 BL6 + BL8 106.4=30.24(12.37)A.5 F 10.0 PE 0.65 (EL= 1.5 ft) 83 106.4 2.067 1T T 11.5 0.10529 PF 1.21 10.2 PT 14.23 94 Cross main Jct K -factor for riser nipple = 106.4/(14.23)'.5 = 28.21 Branchline No. 9 C = 120 L 8.4 PT 8.10 62 DR29 16.8=5.90(8.10)A.5 F 0.0 PE 0.00 62 16.8 1.049 T 8.4 0.09424 PF 0.79 6.2 L 4.4 PT 8.89 63 F 0.0 PE 0.00 63 16.8 1.380 T 4.4 0.02479 PF 0.11 3.6 L 4.0 PT 9.00 64 DR30 19.0=6.32(9.00)A.5 F 0.0 PE 0.00 64 35.8 1.380 T 4.0 0.10025 PF 0.40 7.7 L 4.0 PT 9.40 65 F 8.0 PE 0.00 65 35.8 1.610 1T T 12.0 0.04732 PF 0.57 5.6 PT 9.97 84 Riser Nipple Jct K -factor for branchline no. 9 = 35.8/(9.97)A.5 = 11.34 Riser Nipple (Top of RN =Branchline 7 + Branchline 9) C = 120 K=28.08=16.74+11.34 L 1.5 PT 12.64 84 BL7 + BL9 99.8=28.08(12.64)'.5 F 10.0 PE 0.65 (EL= 1.5 ft) 84 99.8 2.067 1T T 11.5 0.09364 PF 1.08 9.5 PT 14.37 95 Cross main Jct K -factor for riser nipple = 99.8/(14.37)A.5 = 26.33 Sheet 28 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 10 C = 120 L 8.4 PT 5.86 67 DR31 14.8=6.11(5.86)A.5 F 0.0 PE 0.00 67 14.8 1.049 T 8.4 0.07455 PF 0.63 5.5 L 1.4 PT 6.49 68 F 0.0 PE 0.00 68 14.8 1.380 T 1.4 0.01961 PF 0.03 3.2 L 7.0 PT 6.51 69 DR32 15.0=5.89(6.51)A.5 F 0.0 PE 0.00 69 29.8 1.380 T 7.0 0.07175 PF 0.50 6.4 L 4.0 PT 7.02 70 F 8.0 PE 0.00 70 29.8 1.610 1T T 12.0 0.03387 PF 0.41 4.7 PT 7.42 85 Riser Nipple Jct K -factor for branchline no. 10 = 29.8/(7.42)A.5 = 10.94 Riser Nipple (Top of RN =Branchline 10) C = 120 L 1.0 PT 7.42 85 BL10 29.8=10.94(7.42)A.5 F 10.0 PE 0.43 (EL= 1.0 ft) 85 29.8 2.067 1T T 11.0 0.01000 PF 0.11 2.8 PT 7.96 97 Cross main Jct K -factor for riser nipple = 29.8/(7.96)A.5 = 10.56 Sheet 29 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Branchline No. 11 C = 120 L 8.4 PT 5.30 72 DR33 14.8=6.43(5.30)A.5 F 0.0 PE 0.00 72 14.8 1.049 T 8.4 0.07455 PF 0.63 5.5 L 1.4 PT 5.93 73 F 0.0 PE 0.00 73 14.8 1.380 T 1.4 0.01961 PF 0.03 3.2 L 7.0 PT 5.95 74 DR34 15.6=6.41(5.95)A.5 F 0.0 PE 0.00 74 30.4 1.380 T 7.0 0.07440 PF 0.52 6.5 L 4.0 PT 6.47 75 F 8.0 PE 0.00 75 30.4 1.610 1T T 12.0 0.03512 PF 0.42 4.8 PT 6.90 86 Riser Nipple Jct K -factor for branchline no. 11 = 30.4/(6.90)x.5 = 11.58 Riser Nipple (Top of RN =Branchline 11) C = 120 L 1.0 PT 6.90 86 BL11 30.4=11.58(6.90)A.5 F 10.0 PE 0.43 (EL= 1.0 ft) 86 30.4 2.067 1T T 11.0 0.01039 PF 0.11 2.9 PT 7.45 98 Cross main Jct K -factor for riser nipple = 30.4/(7.45)A.5 = 11.14 Cross main 1 (Beginning pressure increased due to Hyd Ref Pt 95) C = 120 L 10.0 PT 14.35 93 RN#82 21.4=5.64(14.35)A.5 F 0.0 PE 0.00 93 21.4 5.047 T 10.0 0.00007 PF 0.00 0.3 L 10.0 PT 14.35 94 RN#83 106.9=28.21(14.35)A.5 F 0.0 PE 0.00 94 128.2 5.047 T 10.0 0.00193 PF 0.02 2.1 L 12.0 PT 14.37 95 RN#84 99.8=26.33(14.37)A.5 F 37.0 PE 0.00 95 228.1 5.047 1T 1E T 49.0 0.00559 PF 0.27 3.7 PT 14.65 101 Top of Riser K -factor for Cross main 1 = 228.1/(14.65)A.5 = 59.60 Sheet 30 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT. REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Cross main 2 C = 120 L 10.0 PT 7.96 97 RN#85 29.8=10.56(7.96)A.5 F 0.0 PE 0.00 97 29.8 5.047 T 10.0 0.00013 PF 0.00 0.5 L 4.0 PT 7.96 98 RN#86 31.4=11.14(7.96)A.5 F 25.0 PE 0.00 98 61.2 5.047 1T T 29.0 0.00049 PF 0.01 1.0 L 44.0 PT 7.98 99 F 30.0 PE 0.00 99 61.2 6.065 1T T 74.0 0.00020 PF 0.01 0.7 PT 7.99 101 Top of Riser K -factor for Cross main 2 = 61.2/(7.99)A.5 = 21.65 Sheet 31 CROWN FIRE PROTECTION Sprinkler Systems Hydraulic Flow Calculations DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS 345 andover park east - tukwila, wa Pipe Flow Dia Fitting Length Fr Loss Press Hyd Vel No (gpm) (inch) and Dev (ft) (psi/ft) (psi) Ref (fps) Notes Riser K=81.25=59.60+21.65 L 18.0 PT 14.65 101 311.0=81.25(14.65)A.5 F 25.0 PE 8.01 101 311.0 6.065 1ALV 1GV T 43.0 0.00405 PF 0.17 PT 22.83 102 K -factor for Riser = 311.0/(22.83)A.5 = 65.08 Under ground L 120.0 PT 22.83 102 F 43.0 PE 0.00 102 311.0 8.270 lUE 1GV T 163.0 0.00067 PF 8.11 lUT1 1MTR L 0.0 PT 30.94 103 250.0 gpm = Hose F 0.0 PE 0.00 103 561.0 8.270 T 0.0 0.00000 PF 0.00 PT 30.94 104 C = 120 CM 1 + CM 2 (EL= 18.5 ft) 3.5 B.O.R. C = 140 B.O.R. 1.9 1MTR = 8.00# 3.4 Supply Jct Available flow at 30.94 psi is 7597.1 gpm which is 7036.1 gpm from curve. Supply pressure available with 561.0 gpm flowing is 139.12 psi, thus system requirement is 108.18 psi below supply curve. (77.8%) DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 32 Supply Analysis Node at Static Residual Available Total Required Source Pressure Pressure Flow Pressure Demand Pressure 104 140.00 20.00 8000.0 139.12 561.0 30.94 Node Analysis Elevation Node Type Pressure Discharge Node (ft) K -Value Source (psi) (gpm) Notes 9 9.00 Orif= 5.60 10 9.00 Orif= 5.60 11 19.50 K=12.16 12 9.00 Orif= 5.60 13 9.00 Orif= 5.60 14 9.00 Orif= 5.60 15 9.00 Orif= 5.60 16 9.00 Orif= 5.60 17 9.00 Orif= 5.60 18 9.00 Orif= 5.60 19 9.00 Orif= 5.60 20 8.50 Orif= 5.60 21 8.50 Orif= 5.60 22 8.50 Orif= 5.60 23 8.50 Orif= 5.60 41 20.00 42 20.00 43 20.00 45 20.00 46 20.00 47 20.00 48 20.00 49 20.00 51 20.00 52 20.00 53 20.00 54 20.00 55 20.00 57 20.00 58 20.00 59 20.00 60 20.00 62 20.00 63 20.00 64 20.00 65 20.00 67 19.50 68 19.50 AO3 + AO3 7.00 7.00 5.93 7.00 10.56 7.00 7.00 7.00 7.00 9.00 7.00 7.00 7.00 7.00 7.00 5.30 5.93 6.09 7.19 9.45 9.55 10.75 11.00 9.46 10.53 10.56 11.39 11.55 5.86 6.49 6.56 6.88 8.10 8.89 9.00 9.40 5.86 6.49 14.8 14.8 29.6 14.8 18.2 14.8 14.8 14.8 14.8 16.8 14.8 14.8 14.8 14.8 14.8 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Node Analysis Elevation Node Type Pressure Discharge Node (ft) K-Value Source (psi) (gpm) Sheet 33 Notes 69 19.50 6.51 70 19.50 7.02 72 19.50 5.30 73 19.50 5.93 74 19.50 5.95 75 19.50 6.47 82 20.00 6.20 83 20.00 12.37 84 20.00 12.64 85 19.50 7.42 86 19.50 6.90 93 18.50 14.35 94 18.50 14.35 95 18.50 14.37 97 18.50 7.96 98 18.50 7.96 99 18.50 7.98 101 18.50 14.65 102 0.00 22.83 103 0.00 Hose 30.94 104 0.00 30.94 250.0 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 34 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 9 9.00 5.60 14.8 1" 1T lE L 10.0 120 Pt 7.00 9 1FH4 F 31.0 5.5 Pe -4.76 41 20.00 14.8 1.049 31.0 T 41.0 0.0747 Pf 3.06 DR21:K=6.43 10 9.00 5.60 14.8 1" 1T 2E L 13.5 120 Pt 7.00 10 1FH4 F 33.0 5.5 Pe -4.55 11 19.50 14.8 1.049 33.0 T 46.5 0.0747 Pf 3.47 A03:K=6.08 11 11 19.50 12.16 [29.6] 1" 1T L 0.5 120 Pt 5.93 A03 + A03 F 5.0 11.0 Pe -0.22 45 20.00 29.6 1.049 5.0 T 5.5 0.2689 Pf 1.48 DR22:K=11.04 12 9.00 5.60 14.8 1" 1T 2E L 10.5 120 Pt 7.00 12 1FH6 F 44.0 5.5 Pe -4.76 47 20.00 14.8 1.049 44.0 T 54.5 0.0747 Pf 4.07 DR23:K=5.89 13 9.00 5.60 18.2 1" 1T 2E L 10.5 120 Pt 10.56 13 1FH4 F 33.0 6.8 Pe -4.76 53 20.00 18.2 1.049 33.0 T 43.5 0.1093 Pf 4.75 DR24:K=5.60 14 9.00 5.60 14.8 1" iT 2E L 10.5 120 Pt 7.00 14 1FH6 F 44.0 5.5 Pe -4.76 49 20.00 14.8 1.049 44.0 T 54.5 0.0747 Pf 4.07 DR25:K=5.89 15 15 9.00 5.60 55 20.00 14.8 1" 1T 2E L 10.5 120 Pt 7.00 1FH4 F 33.0 5.5 Pe -4.76 14.8 1.049 33.0 T 43.5 0.0747 Pf 3.25 DR26:K=6.32 16 16 9.00 5.60 57 20.00 14.8 1" 1T 3E L 13.5 120 Pt 7.00 1FH4 F 35.0 5.5 Pe -4.76 14.8 1.049 35.0 T 48.5 0.0747 Pf 3.62 DR27:K=6.11 17 17 9.00 5.60 59 20.00 14.8 1" 1T 2E L 10.5 120 Pt 7.00 1FH6 F 44.0 5.5 Pe -4.76 14.8 1.049 44.0 T 54.5 0.0747 Pf 4.07 DR28:K=5.89 18 18 9.00 5.60 62 20.00 16.8 1" 1T 1E L 10.0 120 Pt 9.00 1FH4 F 31.0 6.2 Pe -4.76 16.8 1.049 31.0 T 41.0 0.0943 Pf 3.86 DR29:K=5.90 19 19 9.00 5.60 64 20.00 14.8 1" 1T 2E L 10.5 120 Pt 7.00 1FH4 F 33.0 5.5 Pe -4.76 14.8 1.049 33.0 T 43.5 0.0747 Pf 3.25 DR30:K=6.32 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 35 Pipe Information Node]. Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 20 20 8.50 5.60 67 19.50 14.8 1" 1T 3E L 13.5 120 Pt 7.00 1FH4 F 35.0 5.5 Pe -4.76 14.8 1.049 35.0 T 48.5 0.0747 Pf 3.62 DR31:K=6.11 21 21 8.50 5.60 69 19.50 14.8 1" 1T 2E L 10.5 120 Pt 7.00 1FH6 F 44.0 5.5 Pe -4.76 14.8 1.049 44.0 T 54.5 0.0747 Pf 4.07 DR32:K=5.89 22 22 8.50 5.60 72 19.50 14.8 1" 1T 1E L 10.0 120 Pt 7.00 1FH4 F 31.0 5.5 Pe -4.76 14.8 1.049 31.0 T 41.0 0.0747 Pf 3.06 DR33:K=6.43 23 8.50 5.60 14.8 1" 1T lE L 10.5 120 Pt 7.00 23 1FH4 F 31.0 5.5 Pe -4.76 74 19.50 14.8 1.049 31.0 T 41.5 0.0747 Pf 3.10 DR34:K=6.41 41 20.00 6.43 [14.8] 1" L 8.4 120 Pt 5.30 DR21 41 F 0.0 5.5 Pe 0.00 42 20.00 14.8 1.049 T 8.4 0.0746 Pf 0.63 42 20.00 1 1/4" L 8.4 120 Pt 5.93 42 F 0.0 3.2 Pe 0.00 43 20.00 14.8 1.380 T 8.4 0.0196 Pf 0.16 43 43 20.00 82 20.00 1 1/2" 1T L 4.0 120 Pt 6.09 F 8.0 2.3 Pe 0.00 14.8 1.610 8.0 T 12.0 0.0093 Pf 0.11 BL5:K=5.94 45 20.00 11.04 [29.6] 1" L 8.4 120 Pt 7.19 DR22 45 F 0.0 11.0 Pe 0.00 46 20.00 29.6 1.049 T 8.4 0.2687 Pf 2.26 46 46 20.00 1 1/4" 47 20.00 29.6 1.380 L 1.5 120 Pt 9.45 F 0.0 6.3 Pe 0.00 T 1.5 0.0707 Pf 0.11 47 20.00 5.89 [18.2] 1 1/4" L 7.0 120 Pt 9.55 DR23 47 F 0.0 10.3 Pe 0.00 48 20.00 47.8 1.380 T 7.0 0.1716 Pf 1.20 48 20.00 1 1/2" L 3.0 120 Pt 10.75 48 F 0.0 7.5 Pe 0.00 49 20.00 47.8 1.610 T 3.0 0.0810 Pf 0.24 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 36 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 49 20.00 5.89 [19.5] 1 1/2" 1T L 1.0 120 Pt 11.00 DR25 49 F 8.0 10.6 Pe 0.00 83 20.00 67.4 1.610 8.0 T 9.0 0.1527 Pf 1.37 BL6:K=19.16 51 20.00 6.43 [19.8] 1" L 8.4 120 Pt 9.46 DR21 51 F 0.0 7.3 Pe 0.00 52 20.00 19.8 1.049 T 8.4 0.1274 Pf 1.07 52 52 20.00 1 1/4" 53 20.00 19.8 1.380 L 1.0 120 Pt 10.53 F 0.0 4.2 Pe 0.00 T 1.0 0.0335 Pf 0.03 53 20.00 5.60 [18.2] 1 1/4" L 7.4 120 Pt 10.56 DR24 53 F 0.0 8.1 Pe 0.00 54 20.00 38.0 1.380 T 7.4 0.1121 Pf 0.83 54 54 20.00 1 1/2" 55 20.00 38.0 1.610 L 3.0 120 Pt 11.39 F 0.0 6.0 Pe 0.00 T 3.0 0.0529 Pf 0.16 55 20.00 6.32 [21.5] 1 1/2" 1T L 1.0 120 Pt 11.55 DR26 55 F 8.0 9.4 Pe 0.00 84 20.00 59.5 1.610 8.0 T 9.0 0.1212 Pf 1.09 BL7:K=16.74 57 20.00 6.11 [14.8] 1" L 8.4 120 Pt 5.86 DR27 57 F 0.0 5.5 Pe 0.00 58 20.00 14.8 1.049 T 8.4 0.0746 Pf 0.63 58 58 20.00 1 1/4" 59 20.00 14.8 1.380 L 4.0 120 Pt 6.49 F 0.0 3.2 Pe 0.00 T 4.0 0.0196 Pf 0.08 59 59 20.00 5.89 [15.1] 1 1/4" 60 20.00 29.9 1.380 L 4.4 120 Pt 6.56 DR28 F 0.0 6.4 Pe 0.00 T 4.4 0.0720 Pf 0.32 60 60 20.00 1 1/2" 1T 83 20.00 29.9 1.610 L 4.0 120 Pt 6.88 F 8.0 4.7 Pe 0.00 8.0 T 12.0 0.0340 Pf 0.41 BL8:K=11.07 62 20.00 5.90 [16.8] 1" L 8.4 120 Pt 8.10 DR29 62 F 0.0 6.2 Pe 0.00 63 20.00 16.8 1.049 T 8.4 0.0942 Pf 0.79 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 37 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 63 63 20.00 1 1/4" 64 20.00 16.8 1.380 L 4.4 120 Pt 8.89 F 0.0 3.6 Pe 0.00 T 4.4 0.0248 Pf 0.11 64 64 20.00 6.32 [19.0] 1 1/4" 65 20.00 35.8 1.380 L 4.0 120 Pt 9.00 DR30 F 0.0 7.7 Pe 0.00 T 4.0 0.1003 Pf 0.40 65 65 20.00 84 20.00 1 1/2" 1T L 4.0 120 Pt 9.40 F 8.0 5.6 Pe 0.00 35.8 1.610 8.0 T 12.0 0.0473 Pf 0.57 BL9:K=11.34 67 19.50 6.11 [14.8] 1" L 8.4 120 Pt 5.86 DR31 67 F 0.0 5.5 Pe 0.00 68 19.50 14.8 1.049 T 8.4 0.0746 Pf 0.63 68 19.50 1 1/4" L 1.4 120 Pt 6.49 68 F 0.0 3.2 Pe 0.00 69 19.50 14.8 1.380 T 1.4 0.0196 Pf 0.03 69 69 19.50 5.89 [15.0] 1 1/4" 70 19.50 29.8 1.380 L 7.0 120 Pt 6.51 DR32 F 0.0 6.4 Pe 0.00 T 7.0 0.0717 Pf 0.50 70 19.50 1 1/2" 1T L 4.0 120 Pt 7.02 70 F 8.0 4.7 Pe 0.00 85 19.50 29.8 1.610 8.0 T 12.0 0.0339 Pf 0.41 BL10:K=10.94 72 19.50 6.43 [14.8] 1" L 8.4 120 Pt 5.30 DR33 72 F 0.0 5.5 Pe 0.00 73 19.50 14.8 1.049 T 8.4 0.0746 Pf 0.63 73 19.50 1 1/4" L 1.4 120 Pt 5.93 73 F 0.0 3.2 Pe 0.00 74 19.50 14.8 1.380 T 1.4 0.0196 Pf 0.03 74 19.50 6.41 [15.6] 1 1/4" L 7.0 120 Pt 5.95 DR34 74 F 0.0 6.5 Pe 0.00 75 19.50 30.4 1.380 T 7.0 0.0744 Pf 0.52 75 19.50 1 1/2" 1T L 4.0 120 Pt 6.47 75 F 8.0 4.8 Pe 0.00 86 19.50 30.4 1.610 8.0 T 12.0 0.0351 Pf 0.42 BL11:K=11.58 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 38 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 82 20.00 5.94 [14.8] 2" 1T L 1.5 120 Pt 6.20 BL5 82 F 10.0 1.4 Pe 0.65 93 18.50 14.8 2.067 10.0 T 11.5 0.0027 Pf 0.03 RN6:K=5.64 83 20.00 30.24 [106.3] 2" 1T L 1.5 120 Pt 12.37 BL6 + BL8 83 F 10.0 10.2 Pe 0.65 94 18.50 106.4 2.067 10.0 T 11.5 0.1053 Pf 1.21 RN7:K=28.21 84 20.00 28.08 (99.8] 2" 1T L 1.5 120 Pt 12.64 BL7 + BL9 84 F 10.0 9.5 Pe 0.65 95 18.50 99.8 2.067 10.0 T 11.5 0.0936 Pf 1.08 RN8:K=26.33 85 19.50 10.94 [29.8] 2" 1T L 1.0 120 Pt 7.42 BL10 85 F 10.0 2.8 Pe 0.43 97 18.50 29.8 2.067 10.0 T 11.0 0.0100 Pf 0.11 RN9:K=10.56 86 19.50 11.58 [30.4] 2" 1T L 1.0 120 Pt 6.90 BL11 86 F 10.0 2.9 Pe 0.43 98 18.50 30.4 2.067 10.0 T 11.0 0.0104 Pf 0.11 RN10:K=11.14 93 93 18.50 5.64 [21.4] 5" 94 18.50 21.4 5.047 L 10.0 120 Pt 14.35 RN#82 F 0.0 0.3 Pe 0.00 T 10.0 0.0001 Pf 0.00 94 94 18.50 28.21 [106.9] 5" 95 18.50 128.2 5.047 L 10.0 120 Pt 14.35 RN#83 F 0.0 2.1 Pe 0.00 T 10.0 0.0019 Pf 0.02 95 18.50 26.33 [99.8] 5" 1T 1E L 12.0 120 Pt 14.37 RN#84 95 F 37.0 3.7 Pe 0.00 101 18.50 228.1 5.047 37.0 T 49.0 0.0056 Pf 0.27 97 97 18.50 10.56 [29.8] 5" 98 18.50 29.8 5.047 L 10.0 120 Pt 7.96 RN#85 F 0.0 0.5 Pe 0.00 T 10.0 0.0001 Pf 0.00 98 18.50 11.14 [31.4] 5" 1T L 4.0 120 Pt 7.96 RN#86 98 F 25.0 1.0 Pe 0.00 99 18.50 61.2 5.047 25.0 T 29.0 0.0005 Pf 0.01 99 18.50 6" 1T L 44.0 120 Pt 7.98 99 F 30.0 0.7 Pe 0.00 101 18.50 61.2 6.065 30.0 T 74.0 0.0002 Pf 0.01 DIACUT TENANT REMOTE AREA #2 - NEW PENDENT SPRINKLERS Sheet 39 Pipe Information Nodel Elevl Kfactor Qadd Nominal Fittings L (ft) Cfac Total Pt Pipe (ft) Hose ID F (ft) Vel Elev Pe Node2 Elev2 Qtot Actual Length T (ft) Psi/Ft Fric Pf Notes 101 18.50 6" 1ALV 1GV L 18.0 120 Pt 14.65 Top of Riser 101 F 25.0 3.5 Pe 8.01 102 0.00 311.0 6.065 25.0 T 43.0 0.0041 Pf 0.17 102 0.00 8" lUE 1GV L 120.0 140 Pt 22.83 102 lUT1 1MTR F 43.0 1.9 Pe 0.00 1MTR = 8.00# 103 0.00 311.0 8.270 43.0 T 163.0 0.0007 Pf 8.11 103 103 0.00 104 0.00 8" 250.0 561.0 8.270 L 0.0 140 Pt 30.94 F 0.0 3.4 Pe 0.00 T 0.0 0.0020 Pf 0.00 Supply KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART # MANUFACTOR MOUNTING SPEC Ey- NEW EXISTING FIRE ALARM CONTROL PANEL SUPPLEMENTARY 5700 SILENT KNIGHT WALL TOP @ 66" 1 FACPJ M N O P EXISTING REMOTE ANNUNCIATOR . 5860R SILENT KNIGHT WALL TOP @ 66" ANN I 4j EXISTING WEATHERPROOF HORN/STROBE ,V P2RK SYSTEM SENSOR WALL @ 80"-96' )2( WALL MOUNT STROBE ONLY SW SYSTEM SENSOR WALL @ 80°-96" ISI WALL MOUNT HORN/STROBE X P2W/P2WH SYSTEM SENSOR WALL @ 80"-96' Iii CEILING STROBE ONLY 2< SCW SYSTEM SENSOR WALL @ 80°-96° AI CEILING MOUNT HORN -STROBE PULL STATION PC2W SYSTEM SENSOR WALL @ 80"-96" F EXISTING MANUAL PULL STATION SK -PULL SILENT KNIGHT WALL @ 48" MM MINIATURE MONITOR MODULE / SK-MINMON SILENT KNIGHT FIELD VERIFY © EXISTING SMOKE DETECTOR SK -PHOTO SILENT KNIGHT CEILING - 3' FROM AIR DEFUSER DR 135° RATE OF RISE HEAT DETECTOR / SK-HEAT-ROR SILENT KNIGHT CEILING M MONITOR MODULE >,,i' SK -MONITOR SILENT KNIGHT FIELD VERIFY =r CONVENTIONAL DUCT DETECTOR V BY MECHANICAL BY MECHANICAL FIELD VERIFY SPRINKLER TAMPERS DIECUT PRINTERS SYSTEM OUTPUTS CONTROL UNIT ANNUNCIATION ABCDEFGHI NOTIFICATION SUPPLEMENTARY ABCDEFGHI J K L M N O P Q R S T U V VV4 X TUKWILA FIRE DEPARTMENT ci-2:9',205-575-1407 and Jit this Fire Piesmit N- tc-l=-o7ci nd exact a=J;7;p;-,7;i s r9for s hLt- :i�Y`vn c ;st :i -.fit o 7Lppr 3V3l. �j 345 ANDOVER PARK EAST TUKWILA, WA 98188 0 w PERMIT SUBMITTAL Strafnde Blvd SYSTEM INPUT LEGEND XOFF NORMAL CONDITION ® ALARM CONDITION atrander Blvd. age Nahh- 8 Toad Win. a hWrr O z w 0 SYSTEM INPUTS Description ABCDEFGHI JKLMNOPQRSTUVWX SMOKE DETECTOR ®0 e ® ® e PULL STATION 0 e ..� e SPRINKLER WATERFLOW ®tH.♦ �.� ®® SPRINKLER TAMPERS ®®.. DUCT SMOKE DETECTOR ®® WithoutLJ Comments As Noted in Re 0 Per The Aitacrieca Letter w CO 0 O i. 1 C $ plans havee.:,-: tvi��,ss�ed by The TUkwi.i a Fre =.,-ent. Bi reau rr' `r' -,fo1:narce i it l current City =rd : =-3.:,i EJ s. - - `+oject tc eicr nd -_ ',.��•; l,'I SS V'Y 1'1i,`i - �. - _ -, n:jrize vici? ::%r Of . dcr'.ed _ - S'irj': yT�s;L�+.lain Y tor° the -__-= i•: u3 L..I112'-- �-- i':� qua r-r o- ('= - - 'L Nth n t e dezigner. '1eie,:io :y C 'r tr etc drawings after i.':ic L' Li• ir'yi' vac tn.i.:_e iraoc = and will re J re n = ,' r r: -)r suC3: quest approval. Fl -a a_ceptar = _ Jo; b rein test and Inspection by The T t kwlia F 3: -:en :o+P 5u eau: Date: `/ -)s - A, By: ■ ci 206-575-0311 360-478-0428 0 O O O N c0 0) zz z -Icc aW o� • w c0 CO Z O 0 z =oc `n¢ a ._ .- O IRE ONE FIRE ONE, INC. BATTERY CALCULATIONS BATTERY CALCULATIONS STANDBY TOTAL STANDBY TOTAL ALARM STANDBY GFPS-9 NAC CKT. #1-S1 TOTAL STANDBY TOTAL ALARM 0.075 1 0.205 NOTIFICATION CIRCUITS OHM KFT.I STANDBY NOTIFICATION _ NAC CKT.- # 1 - N1 - CIRCUITS STANDBY I ALARM 0.176 0.025 0.000 WIRE LENGTH TOTAL OHM VD IN CIRCUIT EOL VOLTS TOTAL SYSTEM STANDBY 24 HOUR STANDBY TOTAL STANDBY + ALARM 5.369 ADD 20% DERATING 6.443 TOTAL AMP HOUR TO BE USED: TOTAL SYSTEM ALARM 5 MIN. ALARM NAC CKT. # 4 - Sd AUX POWER CKT 0.000 0.000 0.000 0.000 0.000 WIRE LENGTH TOTAL OHM 0.820 0.529 0.604 0.000 0.000 199 114 230 1.22 0.70 1.41 0.00 0.00 VD IN CIRCUIT EOL VOLTS 23.00 23.63 23.15 24.00 24.00 VD% TOTAL SYSTEM STANDBY 24 HOUR STANDBY TOTAL STANDBY + ALARM 1.979 ADD 20% DERATING 2.375 TOTAL AMP HOUR TO BE USED TOTAL SYSTEM ALARM 0.179 5 MIN. ALARM Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. 1 Low Voltage Electrical Final Completion Date: _ 2 Line Voltage Electrical Final Completion Date: 3 Sprinkler System (100% Complete) Completion Date: All Valves in normal condition. El4 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 5 UL Listing (See Special Notes) Completion Date: 6Approved Set of plans and permit on site Completion Date: Radio Communicator must be installed and active. ❑ 7 Fire Alarm Monitoring a Dual Line Communicator Completion Date: a AES RADIO Completion Date: c Contract Signed Completion Date: Completion Date: Fire One, Inc. Asbuilt- Requirements INSTALLER IS RESPONSIBLE FOR PROVIDING FIRE ONE, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: CONTRACTOR: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS -ADDRESSABLE/SIGNAUZONE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS FIRE ONE, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. FIRE ONE, INC. WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. FACP - BATTERY & VOLTAGE DROP CALCULATIONS SCALE: NOT TO SCALE FSE- BATTERY & VOLTAGE DROP CALCULATIONS SCALE: NOT TO SCALE AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN - DELETED BLUE - NOTES TO DRAFTER N H W CC 0 CC W 0 z Ln M TUKWILA, WA 98188 f 1 NEW DEVICES EXISTING FACP MAIN SPRINKLER BACKFLOW PREVENTER EOL 4.7K0 EXISTING DEVICES MAIN SPRINKLER WATERFLOW & TAMPE NEW DEVICES FIRE ALARM WIRE LEGEND : A - AWG # 16/2 FPLP B - AWG # 14/2 FPLP C - AWG # 16/4 FPLP INITIATING CIRCUIT WIRING. INDICATING CIRCUIT WIRING. ANNUNCIATOR CIRCUIT WIRING. PROPERTY: SILOdrKNIGHT SK -5700 EOL 4.7Kf2 wF EXISTING EOL 4.7Kf2 A AE EXISTING FSE#1 - @ FACP FIRE ALARM SIGNAL EXPANDER EXISTING S1-1 S1-2 S1-3 15cd 15cd 15cd S1-4 S1-5 15cd 15cd S1-6 110cd SCOPE OF WORK .079mA .066mA .212mA .066mA } jx EOL4.7KQ 107mA 079mA TOTAL CIRCUIT CURRENT .820mA EXISTING FIRE ALARM SYSTEM EXPANSION DIGITAL DIALER S2-2 S2-3 15cd 15cd #16/2 .079mA .066mA .066mA .079mA EOL4.7K0 O68mA 068mA TOTAL CIRCUIT CURRENT .529rnA EXISTING AES #16/4 ' EOL4.7KO 75cd EXISTING .176mA NEW DEVICE SUPPLIED & INSTALLED BY MECHANICAL CONTRACTOR POWERED BY 120VAC MONITORED BY FIRE ALARM SYSTEM **** MUST COORDINATE WITH**** MECHANICAL CONTRACTOR FOR LOCATION .107mA .066mA S3-4 1 35cd 2� The scope of this project is to install one fire signal expander and audible visual devices, one duct detector monitor module, and new backflow preventer monitoring to accommodate a new tenant build out and city requirements. It�ll EOL4.7K0 107m.4 TOTAL CIRCUIT CURRENT .604mA < O O In J I%; C/)CO CC CNI 0 N EOL4.7KQ IN FROM FACP - N2 TRIGGER - FACP NAC 2 #14/2 BATTERY 12V-7AI-1 BATTERY 12V -7/W PAGE INDEX #14/2 W < • 0 Z Z I- I- UCD as Z Z O 0 BATTERY 12V-7AH BATTERY 12V-7AH MAIN FLOOR MAIN FLOOR DEVICE LEGEND - DEVICE MATRIX - MAP OF LOCATION - NFPA PRINT NOTES - BATTER CALCS. - RISER DIAGRAM T.T. FIRE ALARM LAYOUT PLAN - DEVICE DETAILS RISER DIAGRAM NOT TO SCALE APPROVED BY : ER DRAWN BY: TE DATE: 04/14/16 JOB# 135219 1 1 C'22 LEVEL IV 10 -r **** MUST COORDINATE WITH**** MECHANICAL CONTRACTOR FOR LOCATION OF DUCT SMOKE DETECTOR SEE RISER FOR ADDITIONAL NOTES **** MUST COORDINATE WITH**** SPRINKLER CONTRACTOR FOR LOCATION OF NEW BACKFLOW PREVENTER. A'AWAZ IAA59••.14WWA14565551Yttw.w....M...Jw.w.NASSW4&: Y'•57W.YS•r r.::Y.Yrr:s.'.:.Y.Yh».•S•J4,Yrr,515P'Y••• F ,PRESIDENTS OFFICE 113 I_ S2-4 1 5cd S� DADS OFFICE EOL 4.71<0 L OS&Y SWITCHS TO BE SUPPLIED BY OTHERS CONNECT ADDRESSABLE MODULE TO MONITOR FOR VALVE CLOSURE - ---- ---------E- SALES ADVISORS DEPT. 109 11 I1i1111I ROOM COPE TIONS MANAGER 111ii VP OFFICE 1:115 2I Ss d __ MARKETING DEPT. 110 S1-4 15cd DIGITAL SUPERVISO WAREHOUSE] SUPERVISOR �/ I DIECUT SUPERVISOR F CONFERENCE ROOM B 107 r. RESTROOM 1 G_ ' 4- S5-5 1 od S1-6 '110cd S1-9 1 5cd B-1? WAITING 1 LOBBY e_ 5-0' X 10 -0 WORK TABLE 4'-0" X 8' 0" WORK TABLE 4' 0'X WORK TABLE 4"0'X 8' 0" WORK TABLE _- — tr,-uxw TO FSE CIRCUIT 3 ELECTRICAL RM 124 RELOCATE TO NEW LOBBY PER CITY OF TUKWILA REQUIREMENTS MUST REMOVE AND RELOCATE BEFORE NEW ELECTRICAL ROOM WALL CAN BE BUILT. S3-1 15cd rl » LAMINATOR L •mrxur.55:�uY:s:rrsu5� ».• :••• W 5w. PR'NT_R PRINTERS & EQUIPMENT I - L R F- F'ER I 116 30ccd Ito - - `.ARGG0R- PFTTTTLR - - - - /\ k-2 PRE-PRES • ART DEPT. s� B� 0LOTTERs Iw DIGI AL DEPARTMENT 11-118 II 5'-0" X 10-0 i I I 5-0" X 10' -0 - WORK TABLE ; I I WORK TABLE - — - — - t - --t- - — - — 1 4 -0" X 8'-0' WO .OPK TABLE 4'-0" X 8 -0' 'WORK TABLE 4' 0' X 8' 2' WORK TABLE 4'-0" X 8 -0 -ABLE 1 4'0"2 8' Q WORK TABLE 4 0 X 8'_0' TABLE S1 2"-5'XLEc-0" I I IPING2ORK TABII TABLE QUALITY CONTROL 121 I SHIPPING AREA 123 1 2-6' X5 0 TABLE -6 XT -6" S..a INK APPING MA„ 1 Nc - ' SEALER 240 -'. I; II ROLLING STANDS I 4'-0' X e0"2 8 n. WORK — - i ANL* II I 4' 0" X 8'-0' WORK TABLE co 0 z z VERTICAL HOLDING VERTICAL HOLDIN li S3-4 13 .11 I I —11 III. 11 S3 - 30c E( 111=11 L 4.7K0 STORAGE 122 I Sy, -41 H is ----741 ;r-- --7 1 \ \z 'N i 1 I N i 1 N / 1 \ / I� N i I z N I 1 7 N II 1 / N 1 1 7 \ I I / N i j O9 10 MAIN FLOOR FIRE ALARM LAYOUT PLAN SCALE: 1/8” =1'-0" TO NAC CKT. IN FSE PANEL, TYP. HORN/STROBE HORN 25Vrms HORN/STROBE (-) (+) (+) 9 1B, TYP. HORN/STROBE WIRING DETIAL SCALE: N.T.S. 4.7K EOL RESISTOR WALL STROBE MOUNTING Sidewall A 111El— / A 2m (80 in.) minimum / / / - - 2.4 m (96 in.) maximum Lens Finished floor VISUAL DEVICE MOUNTING DETAIL SCALE: N.T.S. EXISTING WALL POST INDICATOR VALVE PIV EOL 4.7kf 1/2" RACEWAY TO FACP EXISTING BACKFLOW PREVENTER o. 1/2" STEEL FLEX EOL4.7kS NEW BACK FLOW PREVENTER DETAIL SCALE: N.T.S. 4.7K EOL RESISTOR DUCT DETECTORS AND SPRINKLER TAMPERS ON BACKFLOW DEVICE N.O. DRY CONTACT DEVICE. MONITOR MODULE WIRING DETIAL �2�SCALE: N.T.S. SIGNAL UNE CKT. (-) SIGNAL LINE CKT. 1 (+) SIGNAL UNE CKT. (+) SIGNAL LINE CKT. 1 (-) FIRE ALARM WIRE LEGEND : A - AWG # 16/2 FPLP INITIATING CIRCUIT WIRING. B - AWG # 14/2 FPLP INDICATING CIRCUIT WIRING. C - AWG # 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING. PAGE INDEX FA -01 FA -02 DEVICE LEGEND - DEVICE MATRIX - MAP OF LOCATION - NFPA PRINT NOTES - BATTER CALCS. - RISER DIAGRAM T.T. FIRE ALARM LAYOUT PLAN - DEVICE DETAILS TIN EASTV A \ICET#110522 LEVEL IV 0 C W PERMIT SUBMITTAL O z W cc 0 w 0 to I0 0 0 d c ail O N O Q co Z pZ J • cr Q W mg �• w mm 2 o 0 1- g=1 5 a I= = 4 -I Q To W .- co 206-575-0311 360-478-0428 CONTRACTOR: DI EC UT PRINTERS PROPERTY: 345 ANDOVER PARK EAST TUKWILA, WA 98188 w U CC 0 w CC z 0 U �WCV CC N Z ▪ Cr) I— O ¢ O _ 'n WSW (/)N norr CC - >- "' r-1 CO �Q)) U N CONTRACT IS W/: • <0 Z Z O 0 Q Q I— Z Z O 0 APPROVED BY: ER DRAWN BY: TE DATE: 04/14/16 JOB# 135219 DWG. NO. : FA -02 J WET SYSTEM: REMOTE AREA #2 NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER OCCUPANCY CLASSIFICATION 16 .15 GPM/SF 900 SF 311.0 GPM 22.83 PSI ORD HAZARD GP 1 10' MAX CEIUNG HEIGHT AREA OF REDUCTION FOR QUICK RESPONSE SPRINKLERS & 10' C.H.: -(3 x 10) /2 + 55 = 40% AREA REDUCTION: 1500 SF - (.40 x 1500)= 900 SF MINIMUM REQUIRED REMOTE AREA #2 900 S.F. REMOTE AREA #1 NEW CEILING AREA WET SYSTEM: REMOTE AREA #1 NO. OF SPRINKELRS DENSITY DESIGN AREA WATER FLOW RATE RESIDUAL PRESSURE @ BASE OF RISER OCCUPANCY CLASSIFICATION 12 .15 GPM/SF 900 SF 209.0 GPM 19.24 PSI ORD HAZARD GP 1 10' MAX CEILING HEIGHT AREA OF REDUCTION FOR QUICK RESPONSE SPRINKLERS & 10' C.H.: -(3 x 10) /2 + 55 = 40% AREA REDUCTION: 1500 SF - (.40 x 1500)= 900 SF MINIMUM REQUIRED THIN DASHED LINE AREA = 900 .F. 32 1 c' I 0 9x,0=. 7.00 PSI 26 4,10'=90 SF 7.00 PSI 11 \ 8. OPER ONS FMANI '33 1 EN CEILINIGS 25 a17=110 5r- 11k1.0'=110 SF P5: 8.68 PSI 1 IN "- IN m 1 PRINTERS AND EQUIP 1 , ART DM• PSI 7.00 PSI O° ' DIGITAL csi 00 EPT 1°O 0 12k S'=96.0 SF tk 44"=112.0 5F 7.00 PSI 00 PSI BREAK RM 1 F RM 0 N O° LI) 4 7 10-0 h, ti+ nk. 4 DIAC? DEPT 1 1 . IN _1N 1� 1 1 aIN aIN aIN ^1°O 103 -I°° (1? (ii) (I? -4- 31i 3 �� l 0 10-0 ,o l o— 0-1 o t o 1 1 10-0 21 10-0 HYDRAULIC CALC REFERENCE PLAN 0 0 SCALE: 1/8' 57, Without Comments As Noted in Red Per The Attached Letter T^se plans nev : :viewed by The Tukwila Fire Prevention Bu'e=5..; ,• .a'`tor anCe wIth current City y 3 Cards. Accu •: .- :;,acjecl. to c-rrlors and omissions fissions whic - o !0! `! violatio,ns of adopted :standards and C. ,'- ~ , teSirlSibfiity for the d•dequacy GI tiz!- i Z:.!! designer, er, Additions, d, . ins. after this date viol .. : - - _ G71:r.eua .and will 'require a resubrrlitcai ° ,� ,,s_,_, ! 1 r st o egder approval, Final acceptance 1E c c<, `.V i teat and inspection by The Tukwila Fire PrevC1-:°C 1 Date: 7-(0 - I TUKWILA FIRE'A,RTMEtt-- s' cci 205-575-4407 and > a t :s Fie Permit No. - nd ezx1+«3 a'..f.r ess for shut j clown or tti-.sA,Vi" AL 1 approval. 1 = 1'-0" 11111 0 4' 8' 16' 24' EXISTING LOW MARKET 3.772 SF EDSTE4G STORAGE 4 203 SF SITE PLAN NO SCALE 0 REMOTE AREA #2 900 S.F. REPLACE END OF LINE 90 WITH 1"x 1/2"x 1" TEE REMOTE AREA #1 NEW CEILING AREA WITHIN DASHED LINE AREA = 900 S.F. lialwarmil. 0. I SIN aIN 1 til WPM103 TI ILET --; 1671611111_ .►� 4 10-0 - , i ? - .*MI 0-0 1111ffiltiMik 3$ i �� • ALES ADVISEROR' 1. 1 • 11; 1 1 I civ OIO 1 1 11 ■ 1 REPLAC .rn . 1 1 1 1 CO 1 b 1 1�1 (0 J 0_ En CD 1= N W 470 411, 5 10-0 0 ti. 0 0 a • I aIN1 1 OPEN CEILINGS 4 I 3/ 110-0 t7r. 10-0 o SIN aIN (1? (1? END OF LINE 90 :1/2"x 1" TFF --IN -IN 1°° 1- 1 ot °°Ib b 1 -1N I 1°D — o CON F RM -ry 000 5: 1)-0 (I? OPEN CEILINGS^ I N II 00 b LOBBY 4 OMO 10-0 0 ti+ aIN 0 IN • N m 10,0 ,0 Io - •-- f�. . _: .tr.:::::::: I°° ELECT ram_ R� 10-0 rte+ v I OPEN aIN -I� -IN b OD MINIM aIN _,;I i:•. SS A' T DEP _ ing • ■ - - 0 ;,�__ I k 10-) I-0 k 14 ME 464 I m•..�c,.,:;- 1 I alb I I .— IN I I°° b • 1- (N DIGITAL DEPT a I N I -IT -I O ONID b DIACUT DEPT II1 1 I 1 _IN -IN _1N I� a Id (11) (i) (;) aIN >IN aIN -1.1.-I°° --I°° (11) (1? (1? .14 Flo Io Floir 3 � , 21h ,� 0 10-) ,0 0 10-0 ,� 0 titi.I. (V_I- q- 'il''. T CEILINGS 1 I -IN°113 -I0 gi (11) (I? IN .-IN I- 106 b b 9'-0" CEILINGS - TYPICAL - 1 "x 9-0 drops to flex connections except as noted TENANT SPRINKLER PLAN 1- CD 0 CD z N LEGEND W \I ,4OR 11i" MECH TEE WI =1 1x 9-0 DROP UI z Q co m CD z cn t= 1x 0-6 NIPPLE SPRINKLERS • REUABLE FIFR56 QUICK RESPONSE RECESSED CHROME PENDENT 155' 1/2" R1425 PROJECT QUANTITY: 38 SCALE: 1/8* = 1'-0" 11111 I 0 4' 8' 16' 24' cd 11/41 11/2 bottom of existing glu-lam be ma (20'-0" o.0■) EXISTING 1/2" UPRIGHTS TO REMAIN existing riser NO SCALE 112 EXISTING CROSSMAIN NEW MECHANICAL TEE NEW 1" DROP NEW FLEX CONECTION NEW 10' WALLS 1 1 REPLACE END OF LINE 90 WITH 1"x1/2"x1"TEE NEW CHROME RECESSED PENDENT: SPRINKLERS CD NEW CEILINGS BUILDING SECTION SCALE: 1/4• = 1'-O" 11111 1 0 2' 4' 8' 12' TO FLEX CONNECTION SITE VICINTY MAP N.T.5. w,.a.Pre( FlexHead Sprinkler Drop ii,':',%11111.111144, Corrugated stainless steel hose with stainless steel brald available In 2', 3',4',5' & 6' legnths `i, Multi -Port Brackel_\ Adjustable Hub FLFJCHEAD INOUSIRIES Flexheadommercial Ceiling Unit T -Bar Ceiling Installation Model #2024,2036,2048,2060,2072 REDUCING COUPLING 3/8" MIN. 1" MAX. 1 Recessed Pendent Sprinkler 1-1/4" or 1-1/2" MECH. TEE - 1" OUTLET FLEX -HEAD DROP W/ 1/2" OUTLET FOR STD COVERAGE PENDENTS RECESSED PENDENT SPRINKLER HEAD EXISTING BRANCH LINE SUSPENDED CEILNG Configuration With Mechanical Tee GENERAL NOTES SPRINKLER SYSTEM DESIGN PER N.F.P.A. f13 - 2010 ALL MATERIALS SHALL BE NEW AND U.L USTED OR F.M. APPROVED FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. 113 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBIUTY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROWNG WATER SUPPLIES TO SPRINKLER SYSTEMS ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS NEW PENDENT SPRINKLERS CALCULATED FOR ORDINARY HAZARD GP 1 .15/ 1500 W/ AREA REDUCTIONS FOR CEIUNG HT & Q.R. SPRINKLERS 130 SF MAXIMUM PER SPRINKLER NEW PENDENT SPRINKLERS TO BE QUICK RESPONSE NEW 1" THREADED PIPING TO BE SCHEDULE 40 OR 'DYNA-THREAD' CITY OF TUKWILA FLOW TEST: 140 PSI STATIC / 20 PSI RESIDUAL FLOWING 8000 GPM WASHING N STXTE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS John J. Abel 9710591 -CG Level 3 rdown Dire Protection, Inc. t'a Signature • •L • CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 MILL CREEK WASHINGTON 98082-0113 PH. (425) 481-7669 DIECUT PRINTERS TENANT IMPROVEMENT 345 ANDOVER PARK EAST TUKWILA, WA PA `.;;i 2- JJKWJLv DAZE: 06/20161 DRAWN: C.O. 1 SCALE: AS NOTED 1 1 OF 1 2 FIRE WORKOUT AREA PITCHING TUNNELS «AES RADIO 2 #12 (FOR POWER), - 1 #18 (EACH FOR ALARM, TROUBLE & SUPERVISORY) & 1 CAT -5E (DIALER DATA) 120 VAC (DEDICATED CKT.) r FCP SYMBOL DESCRIPTION MOUNTING ACTIVATE I J''i 'S'LE TROUBLE INDICATOR 4 WALL -TOP 0 66" FCP 24 J FIELD VERIFY FPS V) 5 ECS SILENT KNIGHT FSA 1.2 IntelliKnight MODEL 5700 SMOKE DETECTOR J NAC 1 NAC -2 S- BUS BY OTHERS 01 k. .A-1. Ern L. ` FIELD VERIFY BATTERY I BATTERY STORAGE L LOUNGE JL BATTING CAGES J L WP EOL 0110 5 FROM FCP NAC- 1 #14/2 AWG F /_116/4 AWG FROM FCP S -BUS 33 -M02 33-M03 33-M04 L J L J ( ADDRESSABLE CKT. ) FIRE ALARM PLAN SCALE: 1/8"= l'-0" 0 4' 8' 16' 33-M01 33-D01 33-M02 33-M03 33-M04 # 16/2 AWG (STYLE 4) ( INDICATING CKT. ) WP 110 E0 #14/2 AWG (STYLE Y) SPARE #16/4 AWG MODEL 58608 REMOTE ANNUNCIATOR FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 2. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY. 4. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. 5. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 6. POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER -LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER -LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND/OR SEPARATE CONDUITS. 7. WHEN UTILIZING CLASS "A" CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS "A" CIRCUITS BY A MINIMUM OF 12" WHERE RUN VERTICALLY AND 48" WHERE RUN HORIZONTALLY. 8. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 10. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN-UP IS COMPLETED AND FINAL. 11. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. WALL -MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4" AND A MAXIMUM OF 12" FROM CEILING. CEILING -MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON THE BOTTOMS OF BEAMS OR JOISTS. 12. PROVIDE SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. 13. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 14. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 15. PROVIDE OFF-SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.15 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 16. INSTALLING CONTRACTOR SHALL, PHYSICALLY, LABEL ALL INITIATING DEVICES AND NOTIFICATION APPLIANCE CIRCUIT END OF LINE (WHEN WIRING CLASS "B"). THESE LABELS SHALL BE IN PLACE PRIOR TO START-UP AND TESTING. ACC p T.oUt Comments 15r As Notee R d p Per The A tac ttd Letter These plans have been reviewed by The Tukwila Fire -eve.}tion Bureau for conformance with current City -_ nd3rds. Acceptanct= is subject to errors and o n„r authorize violat=t'r,S of adopted nissions which d =-�= :ndards end •d n aces The responsibility pforthe n;uacy of �ey_ j f;'3 r' ?Qt>;iy v ;tit i ;r designer. ,•tranf s d .i' . cj! ,_ _.V gjTOWS to tio..e drawings after ' Date .,, �� ���.- - z;.-�ce and will require a wig. : � �... � - submittal of r; -v sv _ drawings tor subsequent approval. nal acceptance is subject to field test and Inspection by ne Tukwila Fire Prevention Bureau. Date: l0 -1- 13 By: 1 f FIRE ALARM SYMBOL LEGEND NOTE: ALL SYMBOLS MAY NOT BE USED ON THIS PROJECT SYMBOL DESCRIPTION MOUNTING ACTIVATE I J''i 'S'LE TROUBLE INDICATOR FIRE ALARM CONTROL PANEL WALL -TOP 0 66" FCP 24 FIRE ALARM POWER SUPPLY FIELD VERIFY FPS Alarm Mins: 5 FIRE SYSTEM ANNUNCIATOR WALL -TOP 0 66" FSA 1.2 02 SMOKE DETECTOR CEILING Q - DUCT SMOKE DETECTOR BY OTHERS 01 HEAT DETECTOR CEILING ADDRESSABLE CONTROL MODULE FIELD VERIFY E lR ADDRESSABLE MONITOR MODULE FIELD VERIFY 5700 CTRL Panel MANUAL PULL STATION WALL © 48" P • CONTROL RELAY (MULTI -VOLTAGE) FIELD VERIFY R 0.000 ADDRESSABLE RELAY MODULE FIELD VERIFY RM _a_ MAGNETIC DOOR HOLDER FIELD VERIFY - _ - - WATER FLOW SWITCH BY OTHERS _ - VALVE TAMPER SWITCH BY OTHERS R BELL BY OTHERS 0 CEILING MOUNT STROBE FIELD VERIFY ;Q; CEILING MOUNT HORN / STROBE FIELD VERIFY 0 CEILING MOUNT SPEAKER / STROBE FIELD VERIFY Ell HORN WALL 0 10'-0 24 HORN / STROBE WALL 80"-96" Q FSIt<1 SPEAKER / STROBE WALL 80"-96" MI SPEAKER WALL CO 90" Multiply By The Derating Factor STROBE WALL 80"-96" X Minimum Battery Size to be Supplied ABBREVIATION DESCRIPTION SPEAKER --,,gill ACE E EXISTING "(W) 75 ' CANDBELA "30 G WITH GUARD P PENDENT MOUNT 02 /- DEVICE ADDRESS- O Ll D001 OR DO1 - TES LOOP DENODETECTOR 0t) MODULE 1) (D or M - DENOTES R RESIDENTIAL (110V) S SOUNDER BASE WP WEATHER PROOF(L EOL END OF LINE RESISTOR EOLR END OF LINE RELAY 1-#16/2 TWP \---- WIRE TYPE ABBREVIATED CONDUCTOR COUNT AWG AMERICAN WIRE GAUGE TWP TWISTED PAIR TWSP TWISTED SHIELDED PAIR WIRE SIZE FPLP FIRE POWER LIMITED PLENUM 13 tCABCALESBLE DEDD FPLR FIRE POWER LIMITED RISER m t., • Na 0,,4,.,jc 0t V St. F` rn- Wart,k.o v4_ 54s.&atLL1i1 rot; P:.•1) D! -kt % *Ittv t 1.,, ri b rgke- � �t hal! c t.l.o.y 0�. dcj : �.0 FA c ,�L...� Thi kc.' 4 �ir4 �c.yf►t'- kr►ol k 1S., . NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing 1 TUK`i' ILA FIRE DEPARTNE,NT Please co!! 206-575-4407 and give this Fire Permit No. 13-F- x. and/ n i e Yct addres33s for shut- down or retcr t on a oroval. LE OPERATIONS MATRIX i- 0 0 Q Lil FIRE ALARM INPUT L ACTIVATE ALARM INDICATOR ACTIVATE AUDIBLE ALARM ACTIVATE TROUBLE INDICATOR ACTIVATE I J''i 'S'LE TROUBLE INDICATOR C5SILENT TRANSMIT TROUBLE SIGNAL Standby Hours: 24 • KNIGHT Alarm Mins: 5 PULL STATIONS CALCULATIONS Derating Factor: 1.2 BATTERY MODEL 5700 WATER FLOW SWITCHES Panel ID: FCP - 5700 Fire Control Panel Max NAC Current: 2.5 Amps Model: 5700 Add. Alarm Volts: 24 VDC Max Panel Current: 2.5 Amps • Ckt.# Circuit Name Qt)Current Draw Standby Alarm 5700 5700 CTRL Panel 1 0.200 0.325 • SK Photo, Photo -T 1 0.000 0.000 SK Monitor, Minimon 3 0.001 0.001 SK Pull -SA, Pull -DA 1 0.000 0.000 5860 LCD Remote Annunc. 1 0.020 0.025 NAC -1 Notification Appl Circuit 0.212 0.000 0.212 NAC -2 Notification Appl Circuit 0.000 0.000 0.000 Total Standby Current (Amps) 0.222 0.564 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 5.322 0.047 Total Alarm AH Required Total Combined AH Required 5.37 Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 6.44 Minimum Battery Size to be Supplied 7 AH OPERATIONS MATRIX i- 0 0 Q Lil FIRE ALARM INPUT L ACTIVATE ALARM INDICATOR ACTIVATE AUDIBLE ALARM ACTIVATE TROUBLE INDICATOR ACTIVATE I J''i 'S'LE TROUBLE INDICATOR TRANSMIT ALARM SIGNAL TRANSMIT TROUBLE SIGNAL SMOKE DEFECTORS • • • PULL STATIONS • • • WATER FLOW SWITCHES • • • FIRE ALARM AC POWER FAIL • • • FIRE ALARM LOW BATTERY • • • OPEN CIRCUIT • • • GROUND FAULT - • • • NAC SHORT CIRCUIT • •, • LOSS OF AC TO BUILDING • • • NAC Circuit Voltage Drop Calculation 8/28/2013 Project Name Circuit Number Nominal System Voltage Minimum Device Voltage Distance from source to 1st device Wire Gauge for balance of circuit Max Output Current Total Circuit Current SRO BUILDING NAC -1 20.4 16 50 2.5 volts volts amps 0.212 amps Wire Gauge 14 14 Resistance Per 1000 6.14 6.14 Circuit is within limits Device 1 Totals Distance Device previous Voltage at Drop from Current device Device source 0.212 0.212 50 20.33 0.07 Percent Drop 0% shop drawings created by: 5794 W. 4600 So. Hooper, UT 84315 Office: 801.985.0410 www.unicad.net ICAOInc. w Q DESCRIPTION ISSUED FOR REVIEW & APPROVAL z 0 U) w 0 Z 0 u z z 6 co 0 345 ANDOVER PARK EAST NGTON 98188 PAID SEP -9 2013 TUKWIL . FIRE DRAWN JPB UNICAD JOB #13501 CHECKED WAYNE B. HAWS NICET IV 90496 DATE 8/28/2013 REVISION 0 SCALE 1/8"=r-0" FA -1 SKATE PARK & TERIYAKI DELI KEY LEGEND AND COMPONENT LIST SYMBOL DESCRIPTION QTY PART# MANUFACTOR MOUNTING SPEC EXIS NEW N EXISTING FIRE ALARM CONTROL PANEL X SK -5700 SILENT KNIGHT WALL TOP @ 66" I FACP I U V FIRE SIGNAL EXPANDER PANEL SK -5499 SILENT KNIGHT WALL TOP @ 66" FSE I EXISTING REMOTE ANNUNCIATOR X SK -5860R SILENT KNIGHT WALL TOP @ 66" I ANN I PCI EXISTING WEATHERPROOF HORN/STROBE X P2RK SYSTEM SENSOR WALL @ 80"-96" WALL MOUNT STROBE ONLY / SW SYSTEM SENSOR WALL @ 80"-96' >El WALL MOUNT HORN/STROBE 10 P2W/P2WH SYSTEM SENSOR WALL @ 80"-96' (j CEILING STROBE ONLY Vii SCW SYSTEM SENSOR CEILING IMI CEILING MOUNT HORN -STROBE 3 6 PC2W SYSTEM SENSOR CEIUNG IIAUwp OUTDOOR CEILING HORN -STROBE X PC2WK SYSTEM SENSOR CEIUNG F EXISTING MANUAL PULL STATION 4 6 SK -PULL SILENT KNIGHT WALL @ 48" KH KITCHEN HOOD SYSTEM -. EXISTING EXISTING BY OTHERS © EXISTING SMOKE DETECTOR X SK -PHOTO SILENT KNIGHT CEILING - 3' FROM AIR DEFUSER OR 135° RATE OF RISE HEAT DETECTOR/ SK-HEAT-ROR SILENT KNIGHT CEILING M MONITOR MODULE 5 1 SK -MONITOR SILENT KNIGHT FIELD VERIFY CONVENTIONAL DUCT DETECTOR SPRINKLER TAMPERS BY MECHANICAL BY MECHANICAL FIELD VERIFY I DD r ... SYSTEM OUTPUTS CONTROL UNIT ANNUNCIATION NOTIFICATION SUPPLEMENTARY ABCDEFGHI J K L M N O P Q R S T U V VVI X @ DI EC UT STICKERS BUILDING 345 ANDOVER PARK EAST TU KWI LA, WA 98188 z 0 0) w PERMIT SUBMITTAL SYSTEM INPUT LEGEND ADDITIONS PER APPROVED PLANS - ADDED MANUAL STATIONS RECORD DRAWING SET SKATE PARK & TERIYAKI DELI - PERMIT SUBMITTAL Strander Bh'd- XOFF NORMAL CONDITION ALARM CONDITION O z w 0 N w co 0 0 r0 01 N 0 CO 0 0 m 0 N 0 SYSTEM INPUTS Description ABCDEFGHI JKLMNOPQRSTUVWX SMOKE DETECTOR ® ® ® ® ® PULL STATION ®® ... ®® . SPRINKLER WATERFLOW ®® .•♦ ®® SPRINKLER TAMPERS 0 0 ... DUCT SMOKE DETECTOR ®® ❑ As I ii . r_11 ❑ Per Tht ,etter These dans have been renew'_. rhe conform-0-1r, Tukw`l3Fire Frs.,i-'-:orBurL.a for c.rrent (ity I s:dards. cs. ACcea[ar';:r i5 suL:Ye_ s and r om ss'•ons which not autho iz - '7,i -ions of adopted -;tandaros and ordinances_ TeeespcpSibiliw for the design ��-ts.. tai `- "�:y;�-,�(i7 of �i��)fjr, I'e3i,7 i0« ''iY yYtg,(: i7:� t.'es!gi Ter. aFL v "'lI_ deieton$ ,-.)r revisions to ri :_= t= drawings after . Ciat? wdli ti ici this acceptance dr a3 'I raq ;ire a r. subrnitt?f OF .... Sed drawings for 4iibseq.,_;er t apprcvai Final accepta'Ce rd suoject to field test and inspection b;, The Tukwtia -Fife Pievention Bureau. Tr eck Dr 345 Andover Park E Date: 11-1 ' 1 �' By: ��' 5 TUKWILA FIRE DEPARTMENT ca ! 206-575-4407 and give t s Fie Permit. No. 14 - F - and exact iddrms for shut- down hutdown or Froman bpproval. BATTERY CALCULATIONS - BATTERY CALCULATIONS -' : Fed Dar Corporation 09j VI(�IN I Y MAF' VICINTY MAP SCALE: NOT TO SCALE Fire Alarm System Check Off List For Final Inspection Following is a list of items that must be completed before the Fire Department will perform a final inspection. DEVICE STANDBY TOTAL STANDBY TOTAL ALARM DEVICE GFPS-9 QTY STANDBY ALARM TOTAL STANDBY TOTAL ALARM 0.075 0.205 NOTIFICATION CIRCUITS NAC CKT. # NOTIFICATION CIRCUITS ` - OHM KFr STANDBY I ALARM AUX POWER 0.431 0.413 0.000 TOTAL SYSTEM STANDBY 0.226 1.201 24 HOUR STANDBY 5.417 0.100 TOTAL STANDBY + ALARM 5.516 ADD 20% DERATING 6.620 TOTAL AMP HOUR TO BE USED: 7.0 AH WIRE LENGTH 200 207 0 TOTAL OHM VD IN CIRCUIT EOL VOLTS 23.47 23.48 24.00 VD% 2.6% 2.6% 0.0% TOTAL SYSTEM ALARM 5 MIN. ALARM NAC CKT. # STANDBY NAC CKT. #1-S1 NAC CKT. # 2 = S2 - NAC CKT. #3-53 NACCKT.#4-S4 :AUX POWER CKT 0.000 0.000 0.000 0.000 0.000 WIRE LENGTH 0.741 0.529 0.604 1.354 0.000 199 114 230 373 0 TOTAL OHM TOTAL SYSTEM STANDBY 24 HOUR STANDBY TOTAL STANDBY + ALARM 2.085 ADD 20% DERATING 2.502 TOTAL AMP HOUR TO BE USED 1.22 0.70 1.41 2.29 0.00 0.075 3.433 TOTAL SYSTEM ALARM 1.800 0.285 5 MIN. ALARM VD IN CIRCUIT EOL VOLTS VD% 1 Low Voltage Electrical Final Completion Date: 2 Line Voltage Electrical Final Completion -Date` 3 Sprinkler System (1 00% Complete) Completion Date: All Valves in normal condition. 4 Interior Building Construction. (i.e. doors, floor covering, ceiling covers, ceiling tiles, windows, etc.) 5 UL Listing (See Special Notes) Completion Date: 6 Approved Set of plans and permit on site Completion Date: Radio Communicator must be installed and active. 7 Fire Alarm Monitoring a Dual Line Communicator Completion Date: a AES RADIO Completion Date: c Contract Signed Completion Date: Completion Date: Fire One, Inc. Asbuilt- Requirements CONTRACTOR: ci C 206-575-0311 360-478-0428 ELECT, FIREOI*099KW 0 O 03 0) z 0 fD -J d J CO z 0 z Q 0 M c0 0) 0 CC W CC ce 0 0 cc eo cD INSTALLER IS RESPONSIBLE FOR PROVIDING FIRE ONE, INC. WITH ACCURATE REDLINE DRAWINGS. DRAWINGS SHALL BED REDLINED AS NECESSARY TO SHOW THE FOLLOWING: DEVICE LOCATIONS - ADDS/DELETES CIRCUIT NUMBERS - ADDRESSABLE/SIGNALIZONE/AUXILIARY WIRE/CONDUIT - ACCURATE ROUTING WIRE FILL - USING WIRE LEGEND EOL - RESISTOR LOCATIONS FIRE ONE, INC. WILL PROVIDE (UPON REQUEST) A BLANK SET OF FLOOR PLANS TO BE REDLINED. FIRE ONE, INC. WILL INCORPORATE ALL REDLINED CHANGES INTO THE RECORD AUTOCAD SET OF DRAWINGS. FACP - BATTERY & VOLTAGE DROP CALCULATIONS SCALE: NOT TO SCALE FSE- BATTERY & VOLTAGE DROP CALCULATIONS SCALE: NOT TO SCALE AUTOCAD ASBUILT COLOR STANDARDS RED - NEW GREEN - DELETED BLUE - NOTES TO DRAFTER MAIN SPRINKLER MAIN SPRINKLER BACKFLOW PREVENTER WATERFLOW & PIV EXISTING FACP EOL EOL 4.7K0 4.7KD (1M-001) WF PIV (1M-007) EXISTING A AC EXISTING NEW DEVICES (1M-015) (1M -o16) FIRE ALARM WIRE LEGEND : LALI a z w a O 345 ANDOVER PARK EAST TUKWILA, WA 98188 A - AWG # 16/2 FPLP INITIATING CIRCUIT WIRING. B - AWG # 14/2 FPLP INDICATING CIRCUIT WIRING. C - AWG # 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING. FSE#1 - FACP SILENT KNIGHT SK -5700 (1M-010) (1M-011) (1M-012) (1M-013) (1M-014 NEW DEVICES FIRE ALARM SIGNAL EXPANDER S1-1 S1-2 S1-3 15cd 15cd 15cd S1-4 S1-5 15cd 15cd S1-6 S1-7 110cd 15cd DIGITAL DIALER SLC SLC EXISTING AES #16/2 n(1M-002) HOD F O D co3.) J I F IF I(1D-004H) LI IFI(1 D-005 ) .066mA .066mA .212mA .066mA S18 30cd Ca EOL4.7K0 107mA TOTAL CIRCUIT CURRENT .741 mA SCOPE OF WORK EOL4.7K0 N2-3 95cd (1M-006 (_ 120vac S2-4 S2-5 15cd 15cd S2-6 15cd EOL4.7K0 .079mA .066mA .066mA .079mA .066mA .066mA TOTAL CIRCUIT CURRENT .529mA ANN I EXISTING #16/4 N1-1 N1-2 N1-3 75cd 15cd 75cd .176mA .079mA EOL4.7K0 TO UNIT SHUTDOWN DETECTOR SUPPLIED & INSTALLED BY MECHANICAL CONTRACTOR .176mA POWERED BY 120VAC MONITORED BY FIRE ALARM SYSTEM S3-5 30cd EOL4.7K0 .066mA .245mA .107mA TOTAL CIRCUIT CURRENT .604mA NEW DEVICES EXISTING FIRE ALARM SYSTEM EXPANSION - TERIYAKI DELI AND SKATE PARK The scope of this project is to install system components in the Teriyaki/Deli and Skate Park portion of the building that is not connected to the fire system. The spaces are fully sprinkled. We will install audible visual devices, monitor module to connect the existing kitchen hood system, and manual pull stations to accommodate a new tenant build out and city requirements. 2 0LU 0) 09 J co w� ZI O N OUT TO I SKATE PARK NV S4-5 75cd S4-8 30cd S4-9 S4-10 S4-11 75cd 75cd 120 VAC s (DEOICJIIED CKT.) IN FROM FACP - N2 TRIGGER - FACP NAC 2 INP -1 1 .079mA .066mA .176mA .094mA .094mA .176mA .176mA S4-13 15cd EOL4.7K0 TOTAL CIRCUIT CURRENT 1.354mA .066mA #14/2 PAGE INDEX BATTERY BATTERY MAIN FLOOR MAIN FLOOR DEVICE LEGEND - DEVICE MATRIX - MAP OF LOCATION - NFPA PRINT NOTES - BATTER CALCS. - RISER DIAGRAM T.T. FIRE ALARM LAYOUT PLAN - DEVICE DETAILS RISER DIAGRAM NOT TO SCALE CONTRACT IS W/: w < • 0 ZZ I- 1- O 0 Q Q 1- I - Z Z O 0 APPROVED BY : ER DRAWN BY: TE DATE: 10/25/16 JOB# \ICET#110622 LEVEL IV 137734 DWG. NO.: FA -01 DS OFFICE i14=: ONS lYfA� [+lr4iR i TO NAC CKT. IN FSE PANEL, TYP. HORN/STROBE 25Vrms HORN/STROBE (—) (+) (+) 1B, TYP. HORN NA/Vs- 4.7K EOL RESISTOR (HORN/STROBE WIRING DETIAL 3 SCALE: N.T.S. v`.'C R.:. ABLE -0" X ,a-0. V CRSC TAB_E EOL4.7KO 4 -3 X T.AB,E -0'X CR,. TA__E d a' X VvORK Tke_E 4 -Cr X 8 TABLE 4-0' X A'-cf 4 _ v EXISTING KITCHEN HOOD SUPPRESSION SYSTEM TO BE CONNECTED TO THE FIRE ALARM SYSTEM. HOOD SUPPRESSION SYSTEM LI TO BE MADE OPERATIONAL BY _ SEPERATE HOOD COMPANY 4 7 X WALL STROBE MOUNTING Sidewall 2.4 m (96 in.) maximum Lens / / 2m (80 in.) //minimum / / Finished floor ////////////// VISUAL DEVICE MOUNTING DETAIL SCALE: N.T.S. -X4-0" SKATE PARK AREA OF WORK KITCHEN HOOD SYSTEM N.O. DRY CONTACT DEVICE. 1 EXISTING BACK FLOW PREVENTER DETAIL FA -01 FA -02 FIRE ALARM WIRE LEGEND : A - AWG # 16/2 FPLP INITIATING CIRCUIT WIRING. B - AWG # 14/2 FPLP INDICATING CIRCUIT WIRING. C - AWG # 16/4 FPLP ANNUNCIATOR CIRCUIT WIRING. PAGE INDEX DEVICE LEGEND - DEVICE MATRIX - MAP OF LOCATION - NFPA PRINT NOTES - BATTER CALCS. - RISER DIAGRAM T.T. FIRE ALARM LAYOUT PLAN - DEVICE DETAILS T v EASTIvA • ICET#110522 LEVEL IV z 0 w PERMIT SUBMITTAL ADDITIONS PER APPROVED PLANS - ADDED MANUAL STATIONS RECORD DRAWING SET SKATE PARK & TERIYAKI DELI - PERMIT SUBMITTAL 0 z w cc 0 N w 0 0 m N 0 co 0 0 m N 0 CONTRACTOR: — co ▪ N 0o rs o(0 N c+) O N O CO Ch 00 Q 0) z O • Z O _ cc < w D w w osi0)mm OOp Oo CC w CC JLL10 (0 Lu 'cc oes Q Lu w 0 @ DIECUT STICKERS BUILDING F— w co a0) cc z D LO c) U J J ca w w w1� Mico rn j W ZCC I— c) a�cc CONTRACT IS W/: wcn0� p o J co w Z 0 • N < •0 Z Z F- O 0 Q Q F- F— Z Z O 0 APPROVED BY: ER DRAWN BY: TE DATE: 1 0/25/1 6 JOB# 137734 DWG. NO.: FA -02