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PP - 15450 NELSON PL - LOOMIS - PERMITS AND PLANS
15450 NELSON PL ASSOCIATED PERMITS 25-18 18-F-226 18-F-134 18-S-135 18-S-059 D18-0010 M18-0006 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 20 • -575-4407 SITE LOCATION Site Address: FIRE P' 1 E 1 N SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 1514 5 o N C I Sulo King Co. Assessor's Tax No.: P -4a 3-o ti Suite Number: Floor: l 14i1'1j Tenant Name: Lo DlTM S A rm O r e Gl New Tenant? [ Yes D. No Property Owner's Name: 6nd-1-t,ot' Vi a..1 C, r ti r)J � Pektke hQ Mailing Address: J City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Qt O'Reer Day Telephone: 2-01P 7 '150a Company Name: t'''/Drthwel Fire. StistGnn S Mailing Address: a 1045 $ 5 rd Ave, S. 6k%5 D E-mail Address: KO rearAn IA) f l 11 re. S 6t.e,rv� . c min City 14 era WA a n3 a.. State Zip Fax Number: a Oto "}1o1 •7 GO 4 Contractor's City of Tukwila Business License number: u ' ' 011 310 5 Total number of new/relocated devices or cn�eads: Valuation of Project (contractor's bid price): S 13 0 W? ' ao Scope of Work (please provide detailed information): F i re ,Al airy, j f - - ✓ S k r -Gi t 1't 5 i irkRAA) �i V. aJM, & •yyr t1�' g^t bu,i 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 WASHJNGIQI AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: JUN s 6 2018 N " - stiskwis TUKWILA FIRE Print Name: I4611<t Ol9eL '( IJort4+ulcSt fI re Systetm S Day Telephone: 2.0119 '4-402r Signature: Date: 1 IS 11 Plan Permit App.doc 8,22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 �rvih�hn 1) Piv"'`'i�• s• D5� FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** �j King Co. Assessor's Tax No.: 0).4-D,- 4'Z' 3o L Site Address: ( i5S a tUt yN 12Q' -C- Suite Number: Floor: 'i 't t5 4) . Tenant Name: VDU WL' 5 Airvxercit New Tenant?✓[�- Yes ❑ - No Property Owner's Name: -6 4S1-vi4 CatArn4 Pct-GIl c Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Kt2. hi D eiZtalf Day Telephone: a Oto "7 3-R • 7 50 a. Qbriittotet Aft 94. to't-s garrl Art. S. k?.QdD , tJ Kcwt- L f} et8b32_ State Zitt, 251, 1 -4a -1-50y Company Name: Mailing Address: Ko1(eG.+hriZnu.)6v ec City E-mail Address:S�^ ►� • ati� Fax Number: Contractor's City of Tukwila Business License number: Bus • 0''1 el 3t o 5 Total number of new/relocated devices or sprinkler heads: 1 LD t Valuation of Project (contractor's bid price): $ 13, a $ a . Scope of Work (please provide detailed information): Ft nP Spin. mod 1 -he, ixigi -dirt gprilnkl v St.tSttm It O c.Lbm relDaate, 114.4 tno•�� t cr,�x- ;n pvave.w-E.4tt. A n.e,v n- a n w;11 be Ott into the ems; Sfi•vuj Ovt v h ea.c1 u-05rr1 5cuk .. I D �o ire-tr' tante-r t PERMIT APPLICATION NOTES Yom) I'Y1Gg�tYu v�•t O..vvi_ dAtm .C3 e. Vo..a.ts.t. Vi_e5 irtyr Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be n44..3 reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. yp t. +D be_ r:1a4-t6. "KArtnth. P 5 Provided_ t, Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit o 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 WASHINGTONIM AUTHORIZED TO APPLY FOR THIS PERMIT. I BUILDING OWNER OR AUTHORIZED AGENT: JUN -6 2118 Signature: Ka& bR.i of ANL N 0Ytt•xotdt f r f Sta m,a TUKWILA FIREte: n - 05• ut Print Name: KGS -+illi !flew "61( Nov{hv C- Fi re 5.ittewt5 Day Telephone: 20 (O 112 -1-50 �. Plan Permit App.doc 8:'22/14 TFD FP Form $ 44ittILIv44 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.: 4 3 ° 4 `fof 0 Site Address: 1 4 S 0 I'le'150v1 1? -k -c & JIvLtv I IA-- Suite Number: Floor: Tenant Name: OTh WA Wt oV\td,' J€ qe' New Tenant? ❑ - Yes ❑ No L r\ dtti5ft d GYM' t�aGiLi t Mailing Address: 1 ' 4 Cl D N ei(5 W P,,Q . $v s S City State Zip Property Owner's Name: CONTACT PERSON -if there are questions about the submittal. Name: 1"(-6011‘4' D QeDay Telephone: 2"°1.° 4 7 •7- So Company Name: N 0 OA-4W17'r.-h' g.-- yysr -t. 5 Mailing Address: ?-?-1-1' 4 S 134 J CV1 4• VeloA K wfi q$D3 Z E-mail Address: K-0 reA-r^o)''11'" s'•yF•Gw`S • to►'v\ City Fax Number: 1410 1-7?- State 'd ?- X50 1p Contractor's City of Tukwila NICET III number: 1-1/74-1 • b ? > ' i/ Business License number: U" 5 • O R q 3 t() Total number of new/relocated devices or/sprinkler heads: I 415 Valuation of Project (contractor's bid price): $ l P t ?'3 li • Scope of Work (please provide detailed information): , rc (�'''> ��" T i y.¢ ,e �i r•( ti Qri rNLU'r (tir.A.M .vw F(.•t )6y k (5141)-C- ' 4"t L . mol"A (, e2Q- • 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: KA N^'` ralA^C 4 ti IrWRA uO>k A ,^(a-C.►,,�,� Print Name: KA•ll 612 0 4 w'EST Fid Sysre4AS Plan Permit App.doc Date: 3•Z� Day Telephone: 24 1° } } 5 v 8/22/14 TFD FP Form 8 • Date: 7/11/18 Tukwila Fire Department OPERATIONAL PERMIT 25-18 By virtue of the provisions of the International Fire Code adopted by City of Tukwila Ordinance, Ace Communication Services, Inc. located at 15450 Nelson Place having made application in due form, and as the conditions, surrounding, and arrangements are, in my opinion, such that the intent of the Ordinance can be observed, authority is hereby given and the PERMIT is granted *To conduct hot work per Chapter 35 of Intemational Fire Code 105.6.23. This PERMIT is issued and accepted on condition that all Ordinance provisions now adopted, or that may hereafter be adopted, shall be complied with. THIS PERMIT IS VALID FOR -Life of the Project - This permit does not take the place of any License required by law and is not transferable. Any change in use or nccunancv of nremises shall remiire a new nermit. Fire Marshal THIS PERMIT MUST BE POSTED ON THE PREMISES MENTIONED ABOVE. T.F.D./F.P. #2 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Loomis Armored 15450 Nelson Place Permit No.: 18-S-135 Date: July 10, 2018 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 '/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 7-05, section 13.5.6.2.2. • 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 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. All code references are NFPA 13, 2016 Edition. FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Loomis US 15450 N n P are Permit No.: 18-S-059 Date: April 4, 2018 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 radus 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, 2016 Edition. INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit ar26' PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Lev r Sprinklers: Type of Inspection: A/V/tt, , ,171./- Address:"711, !�� A /) Suite #: ! l� pL Contact Person: Special Instructions: Occupancy Type: Phone No.: I?( Approved per applicable codes. COMMENTS: Ale6 44/24e11;'7 q Corrections required prior to approval. /27N giwlea sur : ,N 6.7W V9//? .cwt fii4•1.? Got A44-.rSily644•LeAttir 't)°r7\J-- ikixejim. • ORMiArt4e Pbt7%.d r-e4faeA/0.el p-1-‘44`? Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: It M Date: fj/Z// g Hrs.: /o $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.I.D. Form F.P. 113 CORRECTION NOTICE/REINSPECTION FEE Inspector: Permit number: 8--' oat) TUKWILA FIRE MARSHAL'S OFFICE Office: 206-575-4407 Fax: 206-575-4439 Email: Fire Marshal ntukwilawa.sov Business Name:/Type 00m -`S of Inspection: Location Address:/"--e7N��s-n-� H..Date : 4"P 3 j 1 s Contact Person : Phone No.: r/ ACTION REQUIRED : Aid 6' ,&-frerti htlf-14- Ar rae 745 CORRECTION 0 ' THE A FAILURE TO CO PLY Signature VE ITEMS ARE REQUIRED BY : lCf Y RESULT IN THE ISSUANCE OF A C MIN CITATION/TICKET. Billing/Mailing Address : Attn: Company Name: Address: City: State: Zip: ❑ A $100.00 Reinspection Fee is required. You will receive an invoice from the City of Tukwila Finance Department. ❑ Ticket Issued. Citation # Correction Notice Reinsp Fee2.doc Revised 6/17/14 T.F.D. Form F.P. 100 y INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit —oo10 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:/Type pprn 41' Sprinklers: of Inspectipn: 4,e h7 4)47 Address:Contact Suite #: /5Y6-0%c�✓I f4-- Person: Specal Instructions: Occupancy Type: Phone No.: I I Approved per applicable codes. Corrections required prior to approval. COMMENTS: /7,ftl2- 414 rs 4sorael l� PAs *stt‘. TCY,- Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: 1 Inspector: FillE3 Date: 3 /7 1/ 9 Hrs.: Z, 0 $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit /t Dia-flora PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i Date: 2../2j/f 9 Type of In ection: Address: Suite#: 5/ j7L. ContactPerson: Special Instructions: iieeel-8c Duct: Phone No.: 711Approved per applicable codes. Corrections required prior to approval. COMMENTS: moms / �¢ .�- //41 ,' -- calls C8 t� s'T1tio Czi/ CAI, (0474- g, cyeac4e /7 4/1:1 Needs Shift Inspection: )fQ4Sprinklers: Date: 2../2j/f 9 Hrs.: ,Qd FireAlarm: y.4 iieeel-8c Duct: ) ye4 Monitor: TrGo /4p / Pre -Fire: Permits: Occupancy Type: Inspecto . iz Date: 2../2j/f 9 Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 3 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit 1a-5 18—C I0 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: i 4h�� C Sprinklers: Type of Ins iorzc Address:R Suite #: _50 A1 / Monitor: Contact Person. Special Instructions: Occupancy Type: Phone No.: 1 Approved per applicable codes. Corrections required prior to approval. COMMENTS: 14, 2C.Jr41,,,,s Cz,tox- .---niv\AA e?---v-s•AAA -Occs Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: O V- FitAS43 Date: c6 \-2.4 \ \cr, Hrs.: 2 _c $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 Z INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit Die" octiD l g_-, - os -9 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project:J ` oma, 'rS yos Type of Inspection: Gi/ilcP V %� Address: Suite #: / 5"0 /7d11 Contact Person. Special Instructions: Monitor: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: tk/i f j�L— "AitsE 2- Fps { wot,� 4 tN r aJ try Needs Shift Inspection: yos Sprinklers: ya —1/31 I 1 $ Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: _ Occupancy Type: S Inspector: Mi 1-3 Date: —1/31 I 1 $ Hrs.: $100.00 REINSPECTION FEE REQUIRED. You will receive an invoice from the City of Tukwila Finance Department. Call to schedule a reinspection. Billing Address Attn: Company Name: Address: City: State: Zip: Word/Inspection Record Form.Doc 3/14/14 T.F.D. Form F.P. 113 INSPECTION NUMBER INSPECTION RECORD Retain a copy with permit b t s -00 t o -5"0._7 PERMIT NUMBERS CITY OF TUKWILA FIRE DEPARTMENT 206-575-4407 Project: Sprinklers: Type of Inspection: Address: Suite #: /5-1(57) A4-z.„...,fL Contact Person: Special Instructions: Occupancy Type: Phone No.: Approved per applicable codes. Corrections required prior to approval. COMMENTS: Needs Shift Inspection: Sprinklers: Fire Alarm: Hood & Duct: Monitor: Pre -Fire: Permits: Occupancy Type: Inspector: 5-3 Date: CA 7// b Hrs.: /. o $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 • Email: FireMarslial atukwilawa.goy 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 Nyill be assessed. Contractor is responsible for supplying manpower for Final Acceptance Test with two-way communications. Date Z-Zfo - q Property Address /5-1/5 A.)eigon PE. City TUKWILA Permit 1g -F -13L/ Name of Facility Loam,, 4rxoreol Zip Code '3$188 Suite # /WA - Occupied as Armored Serape.,/ Owner or Representative �� Phone ;- Installing Company NCO Yr,e Syylest Installing Contractor's Address 781S s IsoTA• Cin I' (tv(, - Phone = Zvi 771 75-oz. Installer's Name (PRINT) License and/or Certificate General Contractor )4d-1' 8'$3—( 9 Electrical Contractor FACP Equipment Manufacturer Shied Xyvt Model = 5707, This system has been installed. pre -tested and operates in accordance with the standards listed below and was inspected bv On (date) and includes the devices listed on back. Circlgall that apply: NFPA 72. Chapter 12 4 5 6 7 and'or IFC SEC 907 / NFPA 70. National Electrical Code. Article 760 Nlanufacturer's Instructions k/ Manufacturer's Instructions Other (specify ) Tukwila City Ordinan e Numbers 2050. 2051 or LL Central SIC;NE S.\ stem firmware: Installed version Initial program Installation. Checksum Re\ isions and Reasons Programmed b\ __,Zb 7 - SI\ stem is monitored L-1 Date 2-2 -19 Date Date EQUIPMENT INSTALLED AND TESTED: Control Panel I of J Manual Station Fj of $' Smoke Detectors t of Heat Detectors 0 of 0 Duct Detectors 5 of 3 AN Devices Audio Devices 0 of e Visual Devices Zl ofz. Auto Door Release v of 0 Trouble Indictors Z- of Z. Batteries 3Zof 3Z Readings Battery Z-7.2 Generator 6 of 0 HVAC Controls o of 0 Fire Alarm Dialer 4 of Monitored by Tye I (- Annunciator / t of j Make/Model Make/Model Make/Model Make/Model �trt� kt1,44-f- 5-700 S i�tri% Ktii&A Sk P 4( yGN/ Sk- /7ofo Make/Model Syg�cv� Make/Model Make/Model Make/Model SysLe„z 5cAser SRL/ 30—Rd- Make/Model .R - Make/Model Sys11-e-m SeSor PC2,�t../pLR/pz V Make/Model .5; 'km/ J(n, S700/C9-6o0 Full Load 7_5"-: r Charge Z(p • (0 Make/Model Make/Model/0/14 Make/Model htoncy wed 1-P-7 DC7 al Sec4.-r . Make/Model '�; %Gn-t- k,„ytf Sprinkler System. (Fire Alarm connections only) Water Flow Sw. - of Z - Valve Tamper Sw. 1 of PIV I of Elec. Alarm Bell 0 of D Make/Model er V:5 j Make/Model a✓ 03 Y.(,¢ Z Make/Model Make/Model Ngd Automatic time Delay of Water Flow Alarm 0/4- seconds. None Installed Do you n et audible/visible requirements of `YAC 51-20, IFC SEC 907., and/or NFPA 72 Chapter 6? Yes V No Test of alann System on emergency power, satisfactory? Yes Test Witnessed by Title Comments: Date Fire Alarm Certificate.doc R,n,ised: 6'17.14 fFD FP Form #1 IO City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #1900, section 12-C and Ordinance #1901, section 10-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Prevention Bureau. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be business. Every two hours they must c state the following: 1. Your name. 2. Location address. 3. Time of day. ocati• c an 206-575-4407 must patrol the building following the close of line covered by an answering machine), and 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: W 17 Business Name: Business Address: Business Phone: Inspectors: rJ 0// 1-' I vo S Start time: It 0-0 isy sc� luefso� 5 Person in Charge: J► 4 /'f� Signature: W - Fire Prevention Y - Owner/Manager Rev. 2/13/03 T.F.D. Form F.P. 41 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 /0 --/ 3 4 ifzeiPr Bi17? r S.S F / 3 C5�iW - i --rr;_d.{ of/ City of Tukwila Fire Department FIRE WATCH REQUIRED Due to the inoperative fire protection system(s) in your facility, you are required to provide a fire watch per City of Tukwila Ordinance #1900, section 12-C and Ordinance #1901, section 10-C (see reverse side). The fire watch shall be maintained until the system(s) are operational as determined by the Tukwila Fire Prevention Bureau. FAX paperwork to 206-575-4439 to verify the completion of repair work and/or the restoration of system monitoring, in order to end the fire watch. The fire watch is required 24 hours a day. Designated employees may serve as the fire watch during business hours, while performing their regular job. Fire watch personnel must be aware of, and accept the duties of the fire watch. After hours fire watch personnel must be on location and must patrol the building following the close of business. Every two hours they must call 206-575-4407 (a line covered by an answering machine), and state the following: 1. Your name. 2. Location address. 3. Time of day. 4. If everything is OK, state all clear. If you discover an emergency during your patrol , call 9-1-1 immediately to report it. Date: fd/26 15- Inspectors: 15IL 14-- Start time: Business Name: Business Address: 1966 A/ e 150,E 2/ s' 11 1 2 - Business Phone: 5c)-5— Tv -7 117 —1 Person in Charge: t) h G— For S Signature: = W — Fire Prevention Y — Owner/Manager Rev. 2/13/03 T.F.D. Form F.P. 41 Headquarters Station: 444 Andover Park East • Tukwila, Washi, /o/V/v- /7(34 _ Gc��� ai7�rc� (.2-11<l S ton 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 l5(ij�OJ �y77 MA NM INI DLL 6021 12th Street East Suite 200 Tacoma, WA 98424 Phone: (253) 922-0446 Fax: (253) 922-0896 FIRE PROTECTION SPRINKLER SYSTEM PLAN REVIEW June 29, 2018 Northwest Fire Systems 22645 83rd Ave. S. Bldg. D Kent, WA 98032 Phone: (206) 772-7502 Fax: (206) 772-7504 Attention: Richard Moye Project: Loomis Tenant Improvement, 15450 Nelson Place, Tukwila BCE Project #: 218-203 Richard, The fire protection sprinkler system shop drawings (revised and dated June 21, 2018) hydraulic calculations (dated June 11, 2018), and equipment submittal (received June 25, 2018) for the above-named project have been reviewed and approved. The 2016 Edition of NFPA #13 and the City of Tukwila Municipal Code were used as the basis for this review. Equipment Submittal Comments: 1. No comments. Items from previous review letter have been satisfactorily addressed. Drawing Comments: 2. No comments. Items from previous review letter have been satisfactorily addressed. Seismic Bracing Comments: 3. No comments. Items from previous review letter have been satisfactorily addressed. Hydraulic Calculations Comments: 4. Items from previous review letter have been satisfactorily addressed. 5. Flow test based on results of main drain test is only an approximation, however with the large safety factor in the resulting hydraulic calculations, and the large cross main being connected to, we consider this acceptable in this case. Receiving an acceptance stamp on the drawings does not relieve the Fire Protection Sprinkler System Contractor from meeting the requirements of the specifications, Authority Having Jurisdiction, and N.F.P.A during the installation. This review does not include an extensive coordination review between trades and/or existing conditions. It is assumed that the Fire Protection Sprinkler System Contractor has coordinated the Fire Protection Sprinkler System with other trades and/or existing conditions .such that no conflict exist. Sincerely, Fred Blanchard F.P.E. B.C.E. Engineers, Inc. 6021 12'h Street East Suite #200 Tacoma, WA 98424 Phone: (253) 922-0446 Fax: (253) 922-0896 Co -Z.9-20%8 Hydraulic Calculations for Project Name: Loomis US Location: 15450 Nelson Place, Tukwilla, WA 98188, Drawing Name: 04655C_SPRINKLER PLANS.cad Design Remote Area Number: 1 - LEVEL 1 OFFICE Remote Area Location: UNDER MEZZANINE Occupancy Classification: Ordinary Group I - OFFICE TENNANT SPACE Commodity Classification: OFFICE Density: 0.150gpm/ft2 Area of Application: 1500.00ft2 (Actual 1561.93ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 14 In -rack Demand: Hose Streams: N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 536.48 @ 80.234 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: Northwest Fire Systems Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE DEPARTMENT Notes: Calculation Date: 6/28/2018 Allowance at Source r r WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Northwest Fire Systems NORTHFS928CR Iona 06/28/2018 Oat* ■ I © M.E.P.CAD, Inc. diAutoSPRINK 2018 v14.2.9.0 1 - LEVEL 1 OFF 6/28/201810:38:38AM Page 1 Hydraulic Graph Job Name: Loomis US Date: 6/28/2018 Remote Area Number: 1 - LEVEL 1 OFFICE Water Supply Summary Sheet Node: 1 536.48 with Hose Allowance at Source 138.000 Suppl 36.48 130.976 286.48 @ 80.234 Static Pressure 155.000 System demand curve 7. 111111111 111111111 111111111 111111111 IIIIIIIII 111111111 111111111 111111111 111111111 1111111 Op N O co 8 q N 8 !sd - amssaid co co q N 8 O 8 E rn 3 0 LL 8 M 8 N 8 O 6/28/2018 10:38:40AM AutoSPRINK 2018 v14.2.9.0 el (� ©M.E.P.CAD, Inc. Job Name: Loomis US Date: 6/28/2018 Remote Area Number: 1 - LEVEL 1 OFFICE BOR @ ND 2 Summary Sheet 636.48 with Hose Allowance at Source 138." Suppl 536.48 130.976 286.48 79.895 System demand curve Static Pressure 155.000 IIIIIIIII IIIIIIill Irililtit IIIIIIIII In] IIIII IIIIIIIII 111111111 IIIIIIIII IIIIIIIII Ili!! ti (00 0 0 N O co isd - aJnssaJd co N 0 rn 0 o C r` rn LL 8 0 8 N 6/28/2018 10:38:40AM AutoSPRINK 2018 v14.2.9.0 �h5 © M.E.P.CAD, Inc. RII1 Summary Of Outflowing Devices Job Number: 04655C Report Description: Ordinary Group I - OFFICE TENNANT SPACE(1 - Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) LE\1331YlreffICE; (Foot) Sprinkler 101 26.98 18.44 5.6 23.211 0.219gpm/ft' 122.96ft2 Sprinkler 102 20.55 18.44 5.6 13.464 0.167gpm/ft' 122.96112 Sprinkler 103 24.71 18.44 5.6 19.468 0.201gpm/ft' 122.96ft2 Sprinkler 104 19.74 18.44 5.6 12.430 0.161gpm/ft' 122.96ft2 Sprinkler 105 19.27 18.44 5.6 11.838 0.157gpm/ft' 122.96ft2 Sprinkler 106 26.83 18.44 5.6 22.955 0.218gpm/ft' 122.96ft2 Sprinkler 107 24.57 18.44 5.6 19.250 0.200gpm/ft' 122.96ft2 Sprinkler 108 18.50 18.44 5.6 10.910 0.150gpm/ft' 122.96ft2 Sprinkler 109 18.32 13.48 5.6 10.701 0.204gpm/ft' 89.83ft2 Sprinkler 110 17.41 14.18 5.6 9.664 0.184gpm/ft' 94.56ft2 Sprinkler 111 18.14 13.48 5.6 10.491 0.202gpm/ft' 89.83ft2 Sprinkler 112 17.20 14.18 5.6 9.433 0.182gpm/ft' 94.56ft2 c> Sprinkler 113 17.12 17.12 5.6 9.352 0.150gpm/ft' 114.17ft2 Sprinkler 114 17.14 14.18 5.6 9.369 0.181gpm/ft2 94.56ft2 c> Most Demanding Sprinkler Data M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:38:42AM Page 4 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Date: 6/28/2018 Supply Analysis art Numbe Name Static (psi) Residual Flow (psi•) (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 155.000 138.000 445.00 130.976 536.48 80.234 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node Win) Notes 1 2-2'/2 Supply 80.234 286.48 101 9-11 Sprinkler 23.211 26.98 Density:0.219gpm/ft2 Coverage: 122.96ft2 102 9-11 Sprinkler 13.464 20.55 Density:0.167gpm/ft2 Coverage: 122.96ft2 103 9-11 Sprinkler 19.468 24.71 Density:0.201gpm/ft2 Coverage: 122.96ft2 104 9-11 Sprinkler 12.430 19.74 Density: 0.161gpm/ft2 Coverage: 122.96ft2 105 9-11 Sprinkler 11.838 19.27 Density: 0.157gpm/ft2 Coverage: 122.96ft2 106 9-11 Sprinkler 22.955 26.83 Density: 0.218gpm/ft2 Coverage: 122.96ft2 107 9-11 Sprinkler 19.250 24.57 Density: 0.200gpm/ft2 Coverage: 122.96ft2 108 9-11 Sprinkler 10.910 18.50 Density:0.150gpm/ft2 Coverage: 122.96ft2 109 9-11 Sprinkler 10.701 18.32 Density: 0.204gpm/ft2 Coverage: 89.83ft2 110 9-11 Sprinkler 9.664 17.41 Density: 0.184gpm/ft2 Coverage: 94.56ft2 111 9-11 Sprinkler 10.491 18.14 Density: 0.202gpm/ft2 Coverage: 89.83ft2 112 9-11 Sprinkler 9.433 17.20 Density: 0.182gpm/ft2 Coverage: 94.56ft2 113 9-11 Sprinkler 9.352 17.12 Density: 0.150gpm/ft2 Coverage: 114.17ft2 114 9-11 Sprinkler 9.369 17.14 Density: 0.181gpm/ft2 Coverage: 94.56ft2 BOR2 3-0 Gauge 79.895 9 9-11 26.954 10 9-11 23.846 11 9-11 22.649 D(!,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:38:45AM Page 5 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Date: 6/28/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 12 9-11 22.122 13 9-11 10.427 14 25-0 69.644 141 8-7% 69.519 DI,© M.E.P.CAD, Inc. 411 AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:38:45AM Page 6 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as 5 . 930.0 ..a'ue Equiv.Loss Length (Foot) Fitting (Foot) Pf Friction Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) (psi ) Friction(Pf) 113 9-11 5.6 17.12 1 (See Notes) 4-0 120 9.352 Route 1 Sprinkler, E(2-0), PO(5-0) 7-0 0.097655 13 9-11 17.12 1.0490 11-0 1.075 13 9-11 11/2 7-6 120 10.427 0.008591 111 9-11 17.12 1.7280 7-6 0.064 111 9-11 5.6 18.14 1% (See Notes) 6-5 120 10.491 Sprinkler 0.032686 109 9-11 35.26 1.7280 6-5 0.210 109 9-11 5.6 18.32 11/2 (See Notes) 12-0Y2 120 10.701 Sprinkler, 2LtE(2-0) 4-0 0.070877 105 9-11 53.58 1.7280 16-01/2 1.137 105 9-11 5.6 19.27 11/2 (See Notes) 13-0 120 11.838 Sprinkler 0.125114 102 9-11 72.85 1.7280 13-0 1.626 102 9-11 5.6 20.55 1% (See Notes) 44-5 120 13.464 Sprinkler, P0(8-0) 8-0 0.198126 10 9-11 93.40 1.7280 52-5 10.382 10 9-11 139.27 2 9-5'/2 120 23.846 Flow (q) from Route 2 0.328572 9 9-11 232.67 2.2030 9-5Y2 3.108 9 9-11 53.81 2 (See Notes) 66-6 120 26.954 Flow (q) from Route 5 fT(10-0), 3E(3-6) 20-6 0482821 0.560 141 8-7'/2 286.48 2.2030 87-0 42.005 141 8-7% 2Y2 (See Notes) 19-9Y2 120 69.519 fT(12-0), fE(6-0) 18-0 0.177669 -7.099 186 25-0 286.48 2.7050 37-9% 6.712 186 25-0 4 (See Notes) 0-0 120 69.131 20-0 - 0.025617 14 25-0 286.48 4.0260 20-0 0 512 T(20-0) 14 25-0 6 (See Notes) 139-11 120 69.644 116-11 9.541 BOR2 3-0 286.48 6.3570 256-10 0.002770 0.711 3fE(17-7), LtE(11-4), CV(40-3), BV(12-7), BOR @ ND 2 ©M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - LEVEL 1 OFFICE 6/28/2018 10:38:47AM Page 7 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this 41 ep Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a .,orti..o .,ai..e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (4) Actual ID (Foot) Total BOR2 3-0 6 (See Notes) 0-0 120 79.895 S 0.003482 0.339 1 2-21,4 286.48 6.0650 0-0 0.000 250.00 80.234 Hose Allowance At Source Total(Pt) Route 1 1 536.48 108 9-11 5.6 18.50 1% (See Notes) 13-0 120 10.910 Route 2 Sprinkler 0.116967 104 9-11 70.25 1.7280 13-0 1.521 104 9-11 5.6 19.74 11/2 (See Notes) 44-5 120 12.430 Sprinkler, P0(8-0) 8-0 0.184958 12 9-11 89.99 1.7280 52-5 9.692 12 9-11 2 9-31 120 22.122 0.056680 11 9-11 89.99 2.2030 9-3'% 0.527 11 9-11 49.28 2 9-5 120 22.649 Flow (q) from Route 4 0.127145 10 9-11 139.27 2.2030 9-5 1.197 23.846 Total(Pt) Route 2 114 9-11 5.6 17.14 1% (See Notes) 7-5 120 9.369 Route 3 Sprinkler 0.008606 112 9-11 17.14 1.7280 7-5 0.064 112 9-11 5.6 17.20 1'/: (See Notes) 7-5 120 9.433 Sprinkler 0.031121 110 9-11 34.34 1.7280 7-5 0.231 110 9-11 5.6 17.41 1% (See Notes) 12-9 120 9.664 Sprinkler, LtE(2-0), E(4-0) 6-0 0.066456 108 9-11 51.75 1.7280 18-9 1.246 10.910 Total(Pt) Route 3 107 9-11 5.6 24.57 1% (See Notes) 13-0 120 19.250 Route 4 Sprinkler 0.016752 103 9-11 24.57 1.7280 13-0 0.218 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - LEVEL 1 OFFICE 6/28/2018 10:38:47AM Page 8 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Length) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as v .v j ti ,e .,al... Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (4) Actual ID Total (Foot) Friction(Pf) 103 9-11 5.6 24.71 1% (See Notes) 44-5 120 19.468 Sprinkler, P0(8-0) 8-0 0.060706 11 9-11 49.28 1.7280 52-5 3.181 22.649 Total(Pt) Route 4 106 9-11 5.6 26.83 1% (See Notes) 13-0 120 22.955 Route 5 Sprinkler 0.019714 101 9-11 26.83 1.7280 13-0 0.256 101 9-11 5.6 26.98 1% (See Notes) 44-5 120 23.211 Sprinkler, P0(8-0) 8-0 0.071434 9 9-11 53.81 1.7280 52-5 3.743 26.954 Total(Pt) Route 5 /i!, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - LEVEL 1 OFFICE 6/28/2018 10:38:47AM Page 9 Job Name: Loomis US Remote Area Number: 1 - LEVEL 1 OFFICE Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter 1[C Value Multiplier Date: 6/28/2018 Value Of C Multiplying Factor 100 130 140 0 713 1.16 1.33 150 1 51 Fittings Legend ALV BaIV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Tum 90° Check Valve 90° Elbow 22W Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV Angle Valve BFP Backflow Preventer cplg Coupling DeIV Deluge Valve EE 45° Elbow f Flow Device fE FN GIoV Hose LtE P1 PO red SFx T WirF 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Turn Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Tum 90° Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 111/4° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 1 - LEVEL 1 OFFICE 6/28/2018 10:38:47AM Page 10 se A XL CATLIN GAPS Guidelines A Publication of Global Asset Protection Services LLC WATER MEASUREMENT USING TWO INCH (50 mm) DRAIN TESTS GAP.14.1.2.2 INTRODUCTION A hydrant or other Targe -volume flow test is necessary for proper water supply evaluation. When it is not possible to conduct a proper water test at the desired interval or there are no other means to test a private water supply, a drain test using one or more two inch (50 mm) drains can be used as an interim procedure for measuring the water supply available at a facility. LIMITATIONS A two inch (50 mm) drain test can be used with reasonable accuracy to estimate the water supply available at the test point. The test cannot be accurately extrapolated to larger flows, other risers, or other areas of the facility. The main reason for this is due to the unknown friction loss through an alarm or other type of check valve at low flows. Under these conditions, the valve may only partially open and result in "flutter" or "chatter," and the friction loss may be greater than when larger flows pass through the system. As a result, water test results made by this method will generally be poorer and thus more conservative than those made from hydrants. However, the results are generally acceptable when the flow achieved in this type of test is close to the actual demand of the system. The following limitations or parameters are necessary when using 2 in. (50 mm) drain tests as a means of measuring water availability: • The drain(s) must be 2 in. (50 mm) and free of internal corrosion. • The discharge outlet(s) must be either a reasonably well -reamed 2 in. (50 mm) pipe or a 2 in. (50 mm) 45° elbow, discharging freely to atmosphere. This would include an air -gap device which allows full flow without backup. • The drain(s) must discharge to safe location where no water damage will result when the drain valve is fully opened. • The riser gauge must be accurate, and must be tapped into the riser (or alarm check valve), not the drain line. • Fire pumps, jockey pumps, and/or booster pumps must be shut off during this test if the intent is to test the municipal water supply. Appropriate impairment precautions as outlined in OVERVIEW and GAP.1.1.0 must be taken. 100 Constitution Plaza, Hartford, Connecticut 06103 Copyright' 2015, Global Asset Protection Services LLC Global Asset Protection Services LLC and its affiliated organizations provide loss prevention surveys and other risk management, business continuity and facility asset management services. Unless otherwise stated in writing, our personnel, publications, services, and surveys do not address life safety or third party liability issues. The provision of any service is not meant to imply that every possible hazard has been identified at a facility or that no other hazards exist. Global Asset Protection Services LLC and its affiliated organizations do not assume, and shall have no liability for the control, correction, continuation or modification of any existing conditions or operations. We specifically disclaim any warranty or representation that compliance with any advice or recommendation in any document or other communication will make a facility or operation safe or healthful, or put it in compliance with any law, rule or regulation. If there are any questions concerning any recommendations, or if you have alternative solutions, please contact us. GAP.14.1.2.2 TABLE 1 Equivalent Length Computations Fitting Equivalent Length (ft) Angle valve 29 Globe valve 58 Gate valve 1 90° Elbow 5 45° Elbow 2 Tee where flow turns 10 Cross where flow tums 10 SI Units: 1 m = 0.305 ft METHOD To make a water test from a 2 in. (50 mm) drain, the following procedure should be used: • Determine the equivalent length of the 2 in. (50 mm) drain from the sprinkler riser to the outlet. Equivalent lengths for several common drain line fittings are shown in Table 1. • Examine the discharge outlet to be sure it is 2 in. (50 mm) and either reasonably well reamed or provided with a 45° elbow. • Open the drain valve wide, and allow it to flow until the pressure on the riser gauge(s) stabilizes. Check visually for full discharge at the outlet. Record the residual pressure and close the drain valve. • Using Figure 1, read horizontally across at the riser gauge residual pressure to the curve indicating the equivalent length of the drain. It is acceptable to interpolate where necessary. A vertical Zine from this intersection will indicate the flow from the drain. The curves in Figure 1 have been developed by calculation and test. By following the above instructions and the parameters previously indicated, it is possible to establish a flow with an accuracy that is within acceptable limits (± 5%). When using this method, care must be taken to be sure that: • A true static pressure is recorded. Artificially high pressures, such as those of "jockey" or excess - pressure pumps or those trapped by check valves, must be bled off to get this true static pressure. • A true residual or flowing pressure is recorded. The reading must not be taken until this pressure has stabilized. This could take a considerable length of time in many systems. While it is possible to develop a reasonably accurate flow test using one 2 in. (50 mm) drain, even greater accuracy will result from the flowing of 2 or more drains simultaneously, provided the drains are not cross connected. EXAMPLE PROBLEM: Determine the water supply available for the two riser plant arranged as shown in Figure 2. The drain on riser "A" consists of 8 ft (2.4 m) of 2 in. (50 mm) pipe, 1-2 in. (50 mm) angle valve, 1-2 in. (50 mm) elbow, and a 45° elbow on the discharge outlet. The drain on riser "B" consists of 22 ft (6.7 m) of 2 in. (50 mm) pipe, 1-2 in. (50 m) angle valve, 3-2 in. (50 mm) elbows, and a 45° elbow on the discharge outlet. GAPS Guidelines 2 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 150 140 130 120 110 100 0. 90 80 1 70 60 E 50 40 30 20 10 0 90 80 70 Equivalent Length (ft) 60 50 40 30 250 300 350 400 450 500 550 600 650 700 Flow From Drain (gpm) Figure 1. Flow Through 2 in. (50 mm) Drains. SI Units: 1 bar = 0.069 psi; 1 L = 3.78 gal. Riser "A" Riser "B" 750 Figure 2. Example Riser Layout. A drain test at riser "A" results in a static of 100 psi (6.8 bar) and a residual pressure of 86 psi (5.8 bar). 20 GAPS Guidelines 3 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 While the drain on riser "A" is open, the drain on riser "B" is opened also. The resulting residual pressures are 64 psi (4.3 bar) at Riser "A" and 70 psi (4.8 bar) at Riser "B." Find the amount of water being discharged in gpm, and plot the water test. Answer: The equivalent lengths of the drains must first be determined. These are: Drain "A" Drain "B" Length of 2 in. (50 mm) pipe 8 22 1 Angle valve 29 29 90° elbows (1) 5 (3) 15 45° elbows 2 2 TOTALS 44 68 Using the drain test at riser "A" alone, with the residual pressure of 86 psi at the equivalent length of 44 ft (13 m), the flow from drain "A" is 450 gpm (1700 L/m). Next, using simultaneous flows from "A" and "B", the flow at "A" = 390 gpm (1470 Um), the flow at "B" (with equivalent length of 68') = 335 gpm (1270 Um). Thus the total flow is 725 gpm (2740 Um). Using riser "A" for the point of static -residual pressure in both cases results in the following 2 points on the water supply curve: (1) S = 100 psi (6.9 bar) (2) S = 100 psi (6.9 bar) R = 86 psi (5.9 bar) R = 64 psi (4.4 bar) Flow 450 gpm (1700 Um) Flow 725 gpm (2740 Um) These points will plot as a straight line on N185 semiexponential graph paper as shown in Figure 3. BACKGROUND For any given flow through a 2 in. (50 mm) drain on a sprinkler system, the pressure on the riser gauge will be greater than the pressure at the outlet by the amount of friction Toss between the two points and the elevation difference. This elevation difference is usually only a couple of feet (meters) and results in only a minimal pressure difference and is ignored for simplicity. In addition, the total pressure at the riser gauge is slightly higher than the normal pressure indicated by the gauge due to the velocity pressure within the riser. With the stipulation that the gauge be placed on the riser, the velocity pressure will be minimal (approximately one psi [0.065 bar]). This is also ignored to eliminate a trial and error solution to the problem. Placement of the gauge on the 2 in. (50 mm) drain will introduce significant error if velocity pressure is not taken into account. In order to be able to measure the water supply available by using a 2 in. drain test, it is necessary to determine the drain flow (Q0), for a given pressure at the riser (PR). GAPS Guidelines 4 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 LOC. ID. RISK LOCATION DATE BY YS 140 135 110 Elfi1111 iiillinillillillilliiiiiilliiii iniiiiiiiillifilliiilliMIHIMIIHIllifill li1iigillIIIIIIlifi iHtllllliilllllll!1llilll111$Illluu$$IllilillI#ffillD liltIB CE Odd Pi '��" s 11111R 111111 1i1111111IH11111111111111 H1H1HHHHH1H 1lHHl1H i.• . ..u-. 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IIE=iiEseiigHIE 'il i. 111 ii i ,' IU 110 is asa ac: cu 5. 100 400 000 000 1000 li00 400 000 Ileo PLOW QP. MMLYIPLY SCALI BY,_ 1000 Figure 3. Straight -Line Graph For Water Supplies. Tests were conducted to determine the outlet coefficients for typical 2 in. (50 mm) drain configurations. These were found to be approximately 0.9 for a reamed 2 in. (50 mm) outlet, and 0.85 for either an unreamed 2 in. (50 mm) outlet or discharge through the outlet on a 45° elbow. Using the more conservative coefficient of 0.85 and hydraulic tables or formulas, the outlet pressure for a given flow can be calculated. In order to relate this information to the riser gauge (P), it is necessary to determine the friction loss in the 2 in. (50 mm) pipe between the outlet and the riser. To do this, a C factor of 120 was used for the pipe, and various equivalent lengths of pipe were used to develop friction losses for various flows. The friction Toss plus the outlet pressure equals the riser pressure. The flow vs. riser pressure curves for several equivalent lengths are plotted in Figure 1 for easy reference and can be used to determine the drain flow by knowing only the riser gauge reading and the equivalent length and outlet configuration of the 2 in. (50 mm) drain. GAPS Guidelines 5 A Publication of Global Asset Protection Services LLC l�-S- els Hydraulic Calculations for Project Name: Loomis US Location: 15450 Nelson Place, Tukwilla, WA 98188, Drawing Name: 04655C_SPRINKLER PLANS.cad Design Remote Area Number: 2 - VAULT STORAGE Remote Area Location: VAULT Occupancy Classification: Ordinary Group II - VAULT STORAGE Commodity Classification: MISC STORAGE TO 8-0 Density: 0.200gpm/ft2 Area of Application: 1500.00ft2 (Actual 1590.15ft2) Coverage per Sprinkler: 121.53ft2 Type of sprinklers calculated: Upright No. of sprinklers calculated: 14 In -rack Demand: Hose Streams: N/A gpm at Node: N/A 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 640.43 @ 74.006 Type of System: WET Volume of Dry or PreAction System: N/A Name of Contractor: Northwest Fire Systems Address: 22645 83rd Ave S. Bldg D, Kent, WA 98032 Phone Number: 425.902.6697 Name of designer: Richard Moye Authority Having Jurisdiction: TUKWILLA FIRE DEPARTMENT Notes: Calculation Date: 6/28/2018 Allowance at Source WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Northwest Fire Systems NORTHFS928CR loll 06/28/2018 Data f.© M.E.P.CAD, Inc. diAutoSPRINK 2018 v14.2.9.0 2 - VAULT STOR 6/28/201810:39:25AM Page 1 Hydraulic Graph Job Name: Loomis US Date: 6/28/2018 Remote Area Number: 2 - VAULT STORAGE Water Supply Summary Sheet Node: 1 Available Supply 640.43 121.661 640.43 with Hose Allowance at Source co0i — g 390.43 @ 74.006 - Static Pressure 155.000 tem demand II„,„. 111,11111, 111111111 111111111 111111111 111111111 111111111 111111111 111111111 1111111 CO 0 0 0 N 8 isd - ainssaid co 0 m N 10:39:27AM AutoSPRINK 2018 v14.2.9.0 (Q5 ©M.E.P.CAD, Inc. Hydraulic Graph Date: 6/28/2018 W 0 0 H co N E E O Z J < E Z o 0 E BOR @ ND 2 Summary Sheet Available Supply 640.43 121.661 • 640.43 with Hose Allowance at Source coCO _ S 390.43 73.667 _ I System demand Static Pressure 155.000 111111111 111111111 111111111 'mini, 111/11111 111111111 111111111 111111111 111111111 11111111 0 CO 0 g m pd- ainssaJd 0 6/28/2018 10:39:27AM AutoSPRINK 2018 v14.2.9.0 �M,©M.E.P.CAD, Inc. 114 Summary Of Outflowing Devices Job Number: 04655C Report Description: Ordinary Group II - VAULT STORAGE (2 - VAULT Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Co`4GE; (Foot) Sprinkler 201 39.90 24.31 5.6 50.770 N/A N/A Sprinkler 202 28.84 24.31 5.6 26.521 N/A N/A Sprinkler 203 28.11 24.31 5.6 25.200 N/A N/A Sprinkler 204 39.77 24.31 5.6 50.430 N/A N/A Sprinkler 205 27.17 24.31 5.6 23.539 N/A N/A Sprinkler 206 26.48 24.31 5.6 22.359 N/A - N/A Sprinkler 207 26.04 24.31 5.6 21.618 N/A N/A Sprinkler 208 25.37 24.31 5.6 20.527 N/A N/A Sprinkler 209 25.36 24.31 5.6 20.508 N/A N/A Sprinkler 210 24.71 24.31 5.6 19.470 N/A N/A Sprinkler 211 25.04 24.31 5.6 19.989 N/A N/A Sprinkler 212 24.39 24.31 5.6 18.975 N/A N/A Sprinkler 213 24.95 24.31 5.6 19.845 N/A N/A 14> Sprinkler 214 24.31 24.31 6.6 18.838 N/A N/A c Most Demanding Sprinkler Data ,, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:39:28AM Page 4 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 Supply Analysis art Numbe Name(psi) Static Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 155.000 138.000 445.00 121.661 640:43 74.006 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (9Pm) Notes 1 2-2h/2 Supply 74.006 390.43 201 7-3% Sprinkler 50.770 39.90 Density: N/A Coverage: N/A 202 7-3% Sprinkler 26.521 28.84 Density: N/A Coverage: N/A 203 7-3% Sprinkler 25.200 28.11 Density: N/A Coverage: N/A 204 7-3'/2 Sprinkler 50.430 39.77 Density: N/A Coverage: N/A 205 7-3'/2 Sprinkler 23.539 27.17 Density: N/A Coverage: N/A 206 7-3'/2 Sprinkler 22.359 26.48 Density: N/A Coverage: N/A 207 7-3% Sprinkler 21.618 26.04 Density: N/A Coverage: N/A 208 7-3% Sprinkler 20.527 25.37 Density: N/A Coverage: N/A 209 7-3'% Sprinkler 20.508 25.36 Density: N/A Coverage: N/A 210 7-3'/2 Sprinkler 19.470 24.71 Density: N/A Coverage: N/A 211 7-3'/2 Sprinkler 19.989 25.04 Density: N/A Coverage: N/A 212 7-3'/2 Sprinkler 18.975 24.39 Density: N/A Coverage: N/A 213 7-3% Sprinkler 19.845 24.95 Density: N/A Coverage: N/A 214 7-3% Sprinkler 18.838 24.31 Density: N/A Coverage: N/A BOR2 3-0 Gauge 73.667 3 8-7 54.739 4 8-7 44.000 5 8-7 43.822 (A3,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:39:31 AM Page 5 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 6 7-3''h 53.141 7 7-3% 36.958 8 7-3'Y 37.134 14 25-0 62.865 184 8-7% 53.950 186 25-0 61.957 219 8-7% 57.741 285 8-7% 54.626 [,©M.E.P.CAD, Inc. di AutoSPRINK 2018 v14.2.9.0 6/28/2018 10:39:31AM Page 6 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot)Friction(Pf) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a 3.t "e "a1..O Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID (Foot) Total 214 7-3'/2 5.6 24.31 11/2 (See Notes) 8-4 120 18.838 Route 1 Sprinkler 0.016420 212 7-31/2 24.31 1.7280 8-4 0.137 212 7-3'% 5.6 24.39 11/2 (See Notes) 8-4 120 18.975 Sprinkler 0.059392 210 7-3'/ 48.70 1.7280 8-4 0.495 210 7-3'/2 5.6 24.71 114 (See Notes) 8-4 120 19.470 Sprinkler 0.126897 208 7-314 73.41 1.7280 8-4 1.057 208 7-314 5.6 25.37 114 (See Notes) 8-4 120 20.527 Sprinkler 0.219766 206 7-3'/2 98.78 1.7280 8-4 1.831 206 7-314 5.6 26.48 11/2 (See Notes) 8-4 120 22.359 Sprinkler 203 7-314 125.26 1.7280 8-40.341013 2.842 203 7-3'/2 5.6 28.11 11'2 (See Notes) 12-0'% 120 25.200 Sprinkler, 3E(4-0) 12-0 0.495961 8 7-314 153.37 1.7280 24-0%2 11.934 8 7-3'/2 11/2 (See Notes) 2-41/2 120 37.134 2E(4-0) 8-0 -0.560 5 8-7 153.37 1.6100 10-4%0.699913 7 247 5 8-7 11/2 (See Notes) 8-5'/2 120 43.822 E(4-0), P0(8-0) 12-0 0.495961 -0.018 184 8-714 153.37 1.7280 20-5% 10.147 184 8-714 2% 12-1 120 53.950 0.055928 285 8-714 153.37 2.7050 12-1 0.676 285 8-71h 157.39 214 15-1 120 54.626 Flow (q) from Route 2 0.206533 219 8-714 310.76 2.7050 15-1 3.115 219 8-714 79.67 21,4 (See Notes) 17-11 120 57.741 Flow (q) from Route 3 fT(12-0), fE(6-0) 18-0 0.315033 -7.099 186 25-0 390.43 2.7050 35-11 11.315 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - VAULT STORAGE 6/28/2018 10:39:34AM Page 7 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv.Loss Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as a e0,tiwe -0,-. Fitting (Foot) Pf Friction Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 186 25-0 4 (See Notes) 0-0 120 61.957 T(20-0) 20-0 0.045423 14 25-0 390.43 4.0260 20-0 0 908 14 25-0 6 (See Notes) 139-11 120 62.865 3fE(17-7), LtE(11-4), CV(40-3), BV(12-7), BOR © ND 2 116-11 0.004911 9.541 BOR2 3-0 390.43 6.3570 256-10 1.261 BOR2 3-0 6 (See Notes) 0-0 120 73.667 S 0.006175 0.339 1 2-21/2 390.43 6.0650 0-0 0.000 250.00 74.006 Hose Allowance At Source Total(Pt) Route 1 1 640.43 213 7-3% 5.6 24.95 11/2 (See Notes) 8-4 120 19.845 Route 2 Sprinkler 0.017230 211 7-3 '/2 24.95 1.7280 8-4 0.144 211 7-3% 5.6 25.04 1'/2 (See Notes) 8-4 120 19.989 Sprinkler 0.062323 209 7-3'/2 49.98 1.7280 8-4 0.519 209 7-3% 5.6 25.36 11/2 (See Notes) 8-4 120 20.508 Sprinkler 0.133153 207 7-31/2 75.34 1.7280 8-4 1.110 207 7-31/2 5.6 26.04 11/2 (See Notes) 8-4 120 21.618 Sprinkler 0.230586 205 7-3 '/2 101.38 1.7280 8-4 1.922 205 7-31/2 5.6 27.17 11/2 (See Notes) 8-4 120 23.539 Sprinkler 0.357767 202 7-3 '/2 128.55 1.7280 8-4 2.981 202 7-3% 5.6 28.84 1'/ (See Notes) 12-1 120 26.521 Sprinkler, 2LtE(2-0), E(4-0) 8-0 0.520258 7 7-3% 157.39 1.7280 20 1 10.438 7 7-3'1/ 1% (See Notes) 2-41/2 120 36.958 8-0 -0.560 4 8-7 157.39 1.6100 10'/2 0.734201 7.602 2E(4-0) M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - VAULT STORAGE 6/28/2018 10:39:34AM Page 8 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 4 8-7 1'/2 (See Notes) 8-5'% 120 44.000 E(4-0), P0(8-0) 12-0 0.520258 -0.018 285 8-7% 157.39 1.7280 20-5% 10.644 54.626 Total(Pt) Route 2 204 7-3Y2 5.6 39.77 1% (See Notes) 8-4 120 50.430 Route 3 Sprinkler 0.040827 201 7-3% 39.77 1.7280 8-4 0.340 201 7-3'/2 5.6 39.90 1% (See Notes) 12-0%2 120 50.770 Sprinkler, E(4-0) 4-0 0.147640 6 7-3% 79.67 1.7280 16-0% 2.371 6 7-3'/2 11/2 (See Notes) 24'/2 120 53.141 2E(4-0) 8-0 0.208353 -0.560 3 8-7 79.67 1.6100 10-4'/z 2.157 3 8-7 11/2 (See Notes) 8-5'/2 120 54.739 E(4-0), P0(8-0) 12-0 0.147640 -0.018 219 8-7'/2 79.67 1.7280 20-5% 3.020 57.741 Total(Pt) Route 3 k, ©M.E.P.CAD, Inc.t AutoSPRINK 2018 v14.2.9.0 2 - VAULT STORAGE 6/28/2018 10:39:34AM Page 9 Job Name: Loomis US Remote Area Number: 2 - VAULT STORAGE Date: 6/28/2018 T -1C Value Multiplier Equivalent Pipe Lengths of Valves and Fittings (C=120 only) Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter ) Value Of C Multiplying Factor 100 130 140 0.713 1.16 1.33 150 1.51 Fittings Legend ALV BalV C CV E Ee2 FDC flg g Ho Hyd Noz PIV PRV sCV St U z Alarm Valve Ball Valve Cross Flow Tum 90° Check Valve 90° Elbow 22W Elbow Fire Department Connection Flange Gauge Hose Hydrant Nozzle Post Indicating Valve Pressure Reducing Valve Swing Check Valve Strainer Union Cap AngV BFP cplg DeIV EE fE FN GIoV Hose LtE P1 PO red SFx T WirF Angle Valve Backflow Preventer Coupling Deluge Valve 45° Elbow Flow Device 90° FireLock(TM) Elbow Floating Node Globe Valve Hose Long Tum Elbow Pump In Pipe Outlet Reducer/Adapter Seismic Flex Tee Flow Tum 90° Wirsbo b BV Cr DPV Eel fd fEE fr GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11W Elbow Flex Drop 45° FireLock(TM) Elbow FireLock(TM) Tee Gate Valve Hose Valve Mechanical Tee Pump Out Pressure Relief Valve Supply Sprinkler Tee Run Water Meter Valve g6,© M.E.P.CAD, Inc. AutoSPRINK 2018 v14.2.9.0 2 - VAULT STORAGE 6/28/2018 10:39:33AM Page 10 XL CATLIN GAPS Guidelines A Publication of Global Asset Protection Services LLC WATER MEASUREMENT USING TWO INCH (50 mm) DRAIN TESTS GAP.1 4.1.2.2 INTRODUCTION A hydrant or other Targe -volume flow test is necessary for proper water supply evaluation. When it is not possible to conduct a proper water test at the desired interval or there are no other means to test a private water supply, a drain test using one or more two inch (50 mm) drains can be used as an interim procedure for measuring the water supply available at a facility. LIMITATIONS A two inch (50 mm) drain test can be used with reasonable accuracy to estimate the water supply available at the test point. The test cannot be accurately extrapolated to larger flows, other risers, or other areas of the facility. The main reason for this is due to the unknown friction Toss through an alarm or other type of check valve at low flows. Under these conditions, the valve may only partially open and result in "flutter" or "chatter," and the friction loss may be greater than when larger flows pass through the system. As a result, water test results made by this method will generally be poorer and thus more conservative than those made from hydrants. However, the results are generally acceptable when the flow achieved in this type of test is close to the actual demand of the system. The following limitations or parameters are necessary when using 2 in. (50 mm) drain tests as a means of measuring water availability: • The drain(s) must be 2 in. (50 mm) and free of internal corrosion. • The discharge outlet(s) must be either a reasonably well -reamed 2 in. (50 mm) pipe or a 2 in. (50 mm) 45° elbow, discharging freely to atmosphere. This would include an air -gap device which allows full flow without backup. • The drain(s) must discharge to safe location where no water damage will result when the drain valve is fully opened. • The riser gauge must be accurate, and must be tapped into the riser (or alarm check valve), not the drain line. • Fire pumps, jockey pumps, and/or booster pumps must be shut off during this test if the intent is to test the municipal water supply. Appropriate impairment precautions as outlined in OVERVIEW and GAP.1.1.0 must be taken. 100 Constitution Plaza, Hartford, Connecticut 06103 Copyright' 2015, Global Asset Protection Services LLC Global Asset Protection Services LLC and its affiliated organizations provide loss prevention surveys and other risk management, business continuity and facility asset management services. Unless otherwise stated in writing, our personnel, publications, services, and surveys do not address life safety or third party liability issues. The provision of any service is not meant to imply that every possible hazard has been identified at a facility or that no other hazards exist. Global Asset Protection Services LLC and its affiliated organizations do not assume, and shall have no liability for the control, correction, continuation or modification of any existing conditions or operations. We specifically disclaim any warranty or representation that compliance with any advice or recommendation in any document or other communication will make a facility or operation safe or healthful, or put it in compliance with any law, rule or regulation. If there are any questions concerning any recommendations, or if you have alternative solutions, please contact us. GAP.14.1.2.2 TABLE 1 Equivalent Length Computations Fitting Equivalent Length (ft) Angle valve 29 Globe valve 58 Gate valve 1 90° Elbow 5 45° Elbow 2 Tee where flow turns 10 Cross where flow tums 10 SI Units: 1 m = 0.305 ft METHOD To make a water test from a 2 in. (50 mm) drain, the following procedure should be used: • Determine the equivalent length of the 2 in. (50 mm) drain from the sprinkler riser to the outlet. Equivalent lengths for several common drain line fittings are shown in Table 1. • Examine the discharge outlet to be sure it is 2 in. (50 mm) and either reasonably well reamed or provided with a 45° elbow. • Open the drain valve wide, and allow it to flow until the pressure on the riser gauge(s) stabilizes. Check visually for full discharge at the outlet. Record the residual pressure and close the drain valve. • Using Figure 1, read horizontally across at the riser gauge residual pressure to the curve indicating the equivalent length of the drain. It is acceptable to interpolate where necessary. A vertical line from this intersection will indicate the flow from the drain. The curves in Figure 1 have been developed by calculation and test. By following the above instructions and the parameters previously indicated, it is possible to establish a flow with an accuracy that is within acceptable limits (±5%). When using this method, care must be taken to be sure that: • A true static pressure is recorded. Artificially high pressures, such as those of "jockey" or excess - pressure pumps or those trapped by check valves, must be bled off to get this true static pressure. • A true residual or flowing pressure is recorded. The reading must not be taken until this pressure has stabilized. This could take a considerable length of time in many systems. While it is possible to develop a reasonably accurate flow test using one 2 in. (50 mm) drain, even greater accuracy will result from the flowing of 2 or more drains simultaneously, provided the drains are not cross connected. EXAMPLE PROBLEM: Determine the water supply available for the two riser plant arranged as shown in Figure 2. The drain on riser "A" consists of 8 ft (2.4 m) of 2 in. (50 mm) pipe, 1-2 in. (50 mm) angle valve, 1-2 in. (50 mm) elbow, and a 45° elbow on the discharge outlet. The drain on riser "B" consists of 22 ft (6.7 m) of 2 in. (50 mm) pipe, 1-2 in. (50 m) angle valve, 3-2 in. (50 mm) elbows, and a 45° elbow on the discharge outlet. GAPS Guidelines 2 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 Riser Pressure (psi) 150 140 130 120 110 100 90 80 70 60 50 40 30 20 10 0 Equivalent Length (ft) 90 80 70 60 50 40 30 250 300 350 400 450 500 550 600 650 700 Flow From Drain (gpm) Figure 1. Flow Through 2 in. (50 mm) Drains, SI Units: 1 bar = 0.069 psi; 1 L = 3.78 gal. Riser "A" Riser "B" 750 Figure 2. Example Riser Layout. A drain test at riser "A" results in a static of 100 psi (6.8 bar) and a residual pressure of 86 psi (5.8 bar). 20 GAPS Guidelines 3 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 While the drain on riser "A" is open, the drain on riser "B" is opened also. The resulting residual pressures are 64 psi (4.3 bar) at Riser "A" and 70 psi (4.8 bar) at Riser "B." Find the amount of water being discharged in gpm, and plot the water test. Answer: The equivalent lengths of the drains must first be determined. These are: Drain "A" Drain "B" Length of 2 in. (50 mm) pipe 8 22 1 Angle valve 29 29 90° elbows (1) 5 (3) 15 45° elbows 2 2 TOTALS 44 68 Using the drain test at riser "A" alone, with the residual pressure of 86 psi at the equivalent length of 44 ft (13 m), the flow from drain "A" is 450 gpm (1700 Um). Next, using simultaneous flows from "A" and "B", the flow at "A" = 390 gpm (1470 Um), the flow at "B" (with equivalent length of 68') = 335 gpm (1270 Um). Thus the total flow is 725 gpm (2740 Um). Using riser "A" for the point of static -residual pressure in both cases results in the following 2 points on the water supply curve: (1) S = 100 psi (6.9 bar) (2) S = 100 psi (6.9 bar) R = 86 psi (5.9 bar) R = 64 psi (4.4 bar) Flow 450 gpm (1700 L/m) Flow 725 gpm (2740 Um) These points will plot as a straight line on N1 85 semiexponential graph paper as shown in Figure 3. BACKGROUND For any given flow through a 2 in. (50 mm) drain on a sprinkler system, the pressure on the riser gauge will be greater than the pressure at the outlet by the amount of friction loss between the two points and the elevation difference. This elevation difference is usually only a couple of feet (meters) and results in only a minimal pressure difference and is ignored for simplicity. In addition, the total pressure at the riser gauge is slightly higher than the normal pressure indicated by the gauge due to the velocity pressure within the riser. With the stipulation that the gauge be placed on the riser, the velocity pressure will be minimal (approximately one psi [0.065 bar]). This is also ignored to eliminate a trial and error solution to the problem. Placement of the gauge on the 2 in. (50 mm) drain will introduce significant error if velocity pressure is not taken into account. In order to be able to measure the water supply available by using a 2 in. drain test, it is necessary to determine the drain flow (QD), for a given pressure at the riser (PR). GAPS Guidelines 4 A Publication of Global Asset Protection Services LLC GAP.14.1.2.2 LOC. ID. RISK LOCATION DATE BY IAS 140 us 110 las 20 HMI Iii111 !€1€€€111€11111illiiiiiiiiii6 11111111111111111M111111111111111 11N11111111 111i111111111/11111 Itif1111II111I111111111111111111111MMIII111#III111111�illPIhIH8 ��0���scelP�! i�sekces 11111 l111111UW1UUUIIN11ii1111111111 . i ' HII1111111111 1111 e= 111 t -a== 11111. 1im UU1UI1111111i11i11Un1 11111111#1 11111911'trt 1€14 i=1'tt= 1 1111N11N II11111111M1 111 11g1 111 111111111HiIWRIl;l:l€i ==Bili 11111111 - €111111i111111 1111111111111 11!1111111 1111111€11! 11111111i,t 911 rig iiiii .IKH1111#1!99'II1a111111illiiiiiiiiiii11i111i111iliI1l11111 I-I€IIIIII lI1�= i1114.111h 1IA1i111i1111111I111111111111111111i11111111111IJIIL 111::11€11ll1:lllgm rg 1 iff111i111€1gm1 II1IU11i1i11iti1iii€iii61i€11i1i11;11'igil 11. s 111151411WmIWiI 111Uf11i1111111111111111i1111191111111111€.. ..11€1 OM1 :: iJi1111411A11111II111111111111111111111111€d1111iIn�li € :1=1 it 1!!111 laii111 UIN111111111111I1111111/ili:11iII1i11111111 ili11=k?:::2 €_. rig 11111 IM111111111100.41111191111111111111111111111111111g11101111.1iiiiiii non 111111111 1111,11€111i111ii1:11111ii:111111°:741211it{'-Pi;ui; u "i"i'i rig iiio mI �ggiIi 1IUllili11lIi;:!!111iie:'1p"!1!_11'11"J i' - alt l;..i MIS 1110 Illi = i1731;"11I111111`1i11111i111' H11 "ii1111 ilil=_li €111 H11 i1l'l11111iiiir 1 !iii:iiiiii=€'1_1;11`1`::°° li;ulltll='iii== rim 111111 I1 111.M 111I11111111I111111I1111111111'1°1.111:1'1= i=l< 1=iii€I izix: i==1111 11111111111111111111111111111111111;11111it11Qin1i1111? 1111- !11!11119 s ;111111111111 11 =1S1111111111/IIi11111111111111111111t1111€€1111111==;;Illi€€=1 1111111€it 11I =1:1:1:1 Ii 1=1111111111111111111111111111111111111111i11 H1111i1111111Ii111111€€11111:€€€I=him l IJ 111111111€1€11111111111111111111111111lliliiilili1il111ilii='-=1.1= i !JHl1l1I=IIIIIlli1;111111'€.1iii1::11111111I=.lullllill 11111111ii11. $ E ' A s=iliii€IMM Iiiiiiiiliiiiiiiii`=_M11 EMI€11111111x1€1i1111€"1=€11111€i 11111111111111111111691111111111€11111011111111111 11H11 11 II111111111111I11111111 11111 I1 i 1!1ll 111111111€111111111101111®11111111111111111111111111111111I1111111111€i 1111111MIL 11111113111€i!HiiINIUi11i11111111 I €111!1111€111111.1,1.2 1111 'MUM 111111111HII11111111111111HIW Ill «11 . 11 Ii i 111 1111111 i 11111111111=111111111111911_{_ ria 1 ilr _€ ' J1i €iii=iiiiigNIISPlig !g'i'gEnn Pi i nli. 200 400 000 100 1000 1100 400 1100.L 1000 PLOW OP.K I1*TIPLY SCALE BY'I' 1000 Figure 3. Straight -Line Graph For Water Supplies. Tests were conducted to determine the outlet coefficients for typical 2 in. (50 mm) drain configurations. These were found to be approximately 0.9 for a reamed 2 in. (50 mm) outlet, and 0.85 for either an unreamed 2 in. (50 mm) outlet or discharge through the outlet on a 45° elbow. Using the more conservative coefficient of 0.85 and hydraulic tables or formulas, the outlet pressure for a given flow can be calculated. In order to relate this information to the riser gauge (P), it is necessary to determine the friction loss in the 2 in. (50 mm) pipe between the outlet and the riser. To do this, a C factor of 120 was used for the pipe, and various equivalent lengths of pipe were used to develop friction losses for various flows. The friction loss plus the outlet pressure equals the riser pressure. The flow vs. riser pressure curves for several equivalent lengths are plotted in Figure 1 for easy reference and can be used to determine the drain flow by knowing only the riser gauge reading and the equivalent length and outlet configuration of the 2 in. (50 mm) drain. GAPS Guidelines 5 A Publication of Global Asset Protection Services LLC A TOLBraceTM Seismic Calculations Project Address: LOOMIS TUKWILLA Northwest Fire Systems 22645 83rd Ave S Kent, WA 98032 FrailriM 206.772.7502 Powering Business Worldwide NORTHFS928CR on 2013 NFPA Pamphlet #13 _ _ _ 15450 NELSON PLACE TUKWILLA, WA 98188 Job # 04655C Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 20' 0" (6.1 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) `Calculation Based on CONCENTRIC Loading Please Note: These calculations are for TOLCO"" components only. Use of any other components voids these calculations and the listing of the assembly. 7' 0" 2 13 m Maximum Brace Length( ) Bracing Material 1" Sch.40 Angle from Vertical 45° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO SWAY UNIVERSAL ATTACHMENT STEEL Detail FIG. 98' BRACE UR Value 200 Max Horizontal Load 1310 lbs (594 kg) Force Factor (Cp) 0.6745 PIPE .0 ,`�%�� Fastener Information / / 4�/�. , * Fastener Orientation NFPA Type B _ _ Maximum Load 190 lbs (86 kg)e TOLCO FIG. 1001 FAST CLAMP Diameter 3/8in. Length 3-1/2in. Type Lag -Screw Brace Identification on Plans SB -1 Orientation of Brace Lateral Size and Type of Pipe [Total Length I Total Calculated Load 151 2" Sch.7 Steel Pipe (50.8 mm) 20ft (6.1 m) lbs (23 kg) 2" Sch.7 Steel Pipe (50.8 mm) 20ft (6.1 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 15 lbs (6.81 kg) Total Adjusted Load of all pipe within Zone of Influence 118 lbs (54 kg) (TOLBraceTM Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations LOOMIS TUKWILLA 15450 NELSON PLACE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 04655C SB -1 NFPA Type B 2" Sch.7 Steel Pipe 20' 0" (6.1 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 3/8in. x 3-1/2in. Lag -Screw 3-1/tin. Summary of Pipe within Zone of Influence Powering 8usinessWoridwr?a 2" Sch.7 Steel Pipe (50.8 mm) 20ft (6.1 m) 2" Sch.7 Steel Pipe (50.8 mm) 20ft (6.1 m) G -Factor Used 0.6745 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 118 lbs (54 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 190 lbs (86 kg) Fig. 1001 Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member WOOD GLU LAM Calculations prepared by RICHARD MOPE * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace" 8 Visit us at www.tolco.com Size and Type of Pipe TOLBraceTM Seismic Calculations Project Address: LOOMIS TUKWILLA Northwest Fire Systems 22645 83rd Ave S o Kent, WA 98032 az 206.772.7502 Powering Busrness414widwde NORTHFS928CR on 2013 NFPA Pamphlet #13 15450 NELSON PLACE TUKWILLA, WA98188 Job # 04655C Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing Maximum Brace Length Bracing Material Angle from Vertical Least Rad. of Gyration L/R Value Max Horizontal Load Force Factor (Cp) 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) "Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCO'" components only. Use of any other components voids these calculations and the listing of the assembly. 7' 0" (2.13 m) 1" Sch.40 45° Min. 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL Detail FIG. 98i BRACE 200 1310 lbs (594 k9) 0.6745 PIPE , 40 -, Fastener Information it— TOLCO FIG. 1001 "(7 FAST CLAMP' '''i� ' / Fastener Orientation Maximum Load Diameter Length Type NFPA Type B _ _ 190 lbs (86 kg) i e �• 3/8in 3-1/2in. Lag -Screw Brace Identification on Plans SB -2 Orientation of Brace Lateral Size and Type of Pipe Total Length Total Calculated Load 1.5" Sch.7 Steel Pipe (38.1 mm) 40ft (12.2 m) 73 lbs (33 kg) 1.5" Sch.7 Steel Pipe (38.1 mm) 40ft (12.2 m) 73 lbs (33 kg) Percentage added for Fittings and Sprinklers 15% 22 lbs (9.98 kg) Total Adjusted Load of all pipe within Zone of Influence 168 lbs (76 kg) (TOLBraceTM Version 8} Use of TOLBrace"" Is subject to terms and conditions per the end user license agreement ti TOLBraceTM Seismic Calculations LOOMIS TUKWILLA 15450 NELSON PLACE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 04655C SB -2 NFPA Type B 1.5" Sch.7 Steel Pipe 40'0" (12.19 m) Lateral 1" Sch.40 7'0"(2.13m) 200 45° 3/8in. x 3-1/2in. Lag -Screw 3-1/tin. Summary of Pipe within Zone of Influence Fl Maargiril Powering Business Wortdw.de 1.5" Sch.7 Steel Pipe (38.1 mm) 40ft (12.2 m) 1.5" Sch.7 Steel Pipe (38.1 mm) 40ft (12.2 m) G -Factor Used 0.6745 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 168 lbs (76 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 190 lbs (86 kg) Fig. 1001 Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member tji bottom chord Calculations prepared by RICHARD MOPE *The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Northwest Fire Systems Project Address: LOOMIS TUKWILLA 22645 83rd Ave S Kent, WA 98032 a 15450 NELSON PLACE 206.772.7502 Powering Business Wbrldw4de TUKWILLA, WA 98188 NORTHFS928CR Job # 04655C Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 40' 0" (12.19 m) TOLCOTM Component Fig. Number Adjusted Load Maximum Brace Length 7' 0" (2.13 m) Fig. 4LA Clamp 707 lbs (321 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42" (11 mm) UR Value 200 Assembly Detail Max Horizontal Load 1310 lbs (594 kg) Taco 140 NO wvt Lsr*T riveti4.17,== Force Factor (Cp) 0.6745 .t*" YIUCE PIP Fastener Information Fastener Orientation NFPA Type B 0.1.11K I TOL. nil *u SIR ACM -TV= , , _ Maximum Load 355 lbs (161 kg) ifl +# Diameter 1/2in. ."— Length 9 4-1/2in. MI &A rou (I' �' ,�.�IP" Type Lag -Screw Brace Identification on Plans SB -3 Orientation of Brace Longitudinal Size and Type of Pipe Total Length l Total Calculated Load 2" Sch.7 Steel Pipe (50.8 mm) 40ft (12.2 m) 102 lbs (46 kg) 2" Sch.7 Steel Pipe (50.8 mm) 80ft (24.4 m) 205 lbs (93 kg) Percentage added for Fittings and Sprinklers 15% 46 lbs (20.87 kg) Total Adjusted Load of all pipe within Zone of Influence 353 lbs (160 kg) {TOLBrace"* Version 8) Use of TOLBracerm is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations LOOMIS TUKWILLA 15450 NELSON PLACE Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 04655C SB -3 NFPA Type B 2" Sch.7 Steel Pipe 40'0"(12.19m) Longitudinal 1" Sch.40 7'0"(2.13m) 200 45° 1/2in. x 4-1/2in. Lag -Screw 4-1/2in. Summary of Pipe within Zone of Influence F T. N Powering 8ussriess thddasde 2" Sch.7 Steel Pipe (50.8 mm) 40ft (12.2 m) 2" Sch.7 Steel Pipe (50.8 mm) 80ft (24.4 m) G -Factor Used 0.6745 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 353 lbs (160 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 355 lbs (161 kg) Fig. 4LA Clamp 707 lbs (321 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member Wood Glu Lam Calculations prepared by RICHARD MOYE * The description of the Structural Member is for informational purposes only. TOLBrace•" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Northwest Fire Systems Project Address: Loomis US _ _ 22645 83rd Ave. S, Bldg. D Kent, WA 98032 EffoN 15450 Nelson Place 206-772-7502 Poweling Business Waldo/do Tukwila, WA 98188 NORTHFS928CR Job # Calculations based on 2013 NFPA Pamphlet #13 Brace Information TOLCOTM Brace Components Maximum Spacing 26' 0" (7.92 m) TOLCOTM Component Fig. Number Adjusted Load 7 0" 2.13 m Maximum Brace Length ( ) Fig. 1001 Clamp 1425 lbs (646 kg) Bracing Material 1" Sch.40 Fig.980 Universal Swivel 1425 lbs (646 kg) Angle from Vertical 45° Min. 'Calculation Based on CONCENTRIC Loading 'Please 85 lbs (39 kg) Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.42".(11 mm) _ 35 lbs (16 kg) LIR Value 200 Assembly Detail 1310 lbs (594 k Max Horizontal Loadg) TOLCO FIG. 980 UNIVERSAL SWAY BRACE Percentage added for Fittings and Sprinklers Force Factor (Cp) 0.701 ATTACHMENT Total Adjusted Load of all pipe within Zone of Influence 417 lbs (189 kg) STEEL PIPE Fastener Information Fastener Orientation NFPA Type E - Maximum Load 600 lbs (272 kg) a ♦* Diameter 1/2in. (13 mm) F Length Minimum 4x Wood Member TOLCO FIG. 1001 , FAST CLAMP r' Type Dual Through Fig.906 -Bolts - _ Brace Identification on Plans Four Way Lat Orientation of Brace Lateral Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe I Total Length I Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 26ft (7.9 m) 107 lbs (49 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 16ft (4.9 m) 66 lbs (30 kg) 2" Sch.10 Steel Pipe (50.8 mm) 6ft (1.8 m) 18 lbs (8 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 40ft (12.2 m) 85 lbs (39 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) 20ft (6.1 m) 35 lbs (16 kg) 1" Sch.10 Steel Pipe (25.4 mm) 40ft (12.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 54 lbs (24.5 kg) Total Adjusted Load of all pipe within Zone of Influence 417 lbs (189 kg) (TOLBraceT'" Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement (/) TOLBraceTM Seismic Calculations Loomis US 15450 Nelson Place Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # FA•N Powering 8usnessWatdw.'da Four Way Lat NFPA Type E 2.5" Sch.10 Steel Pipe 26' 0" (7.92 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 45° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9( Minimum 4x Wood Member Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 26ft (7.9 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 16ft (4.9 m) 2" Sch.10 Steel Pipe (50.8 mm) 6ft (1.8 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 40ft (12.2 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 20ft (6.1 m) 1" Sch.10 Steel Pipe (25.4 mm) 40ft (12.2 m) G -Factor Used 0.701 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 417 lbs (189 kg) Material Capacity 1310 lbs (594 kg) Fastener Capacity 600 lbs (272 kg) Fig. 1001 Clamp 1425 lbs (646 kg) Fig.980 Universal Swivel 1425 lbs (646 kg) Structural Member Wood Beam Calculations prepared by Bryan Shaver * The description of the Structural Member is for informational purposes only. TOLBrace"" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: Loomis US Northwest Fire Systems 22645 83rd Ave. S, Bldg. D Kent, WA 98032 El.' alit ,rirtgBar."nrssWtrrldk%de 206-772-7502 NORTHFS928CR on 2013 NFPA Pamphlet #13 _ _ - _ _ 15450 Nelson Place Tukwila, WA 98188 - Job # Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 50' 0" (15.24 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTm components only. Use of any other components voids these calculations and the listing of the assembly. _ _ _ Maximum Brace Length 7' 0" (2.13 m) Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL TOLCO FIG. 4L I PIPE CLAMP FOR SWAY BRACING FIG. Detail LIR Value 200 Max Horizontal Load 926 lbs (420 kg) 981 BRA O 4 PIPE %•�, �� 0 , J Force Factor (Cp) 0.701 49 lbs (22.23 kg) Fastener Information Fastener Orientation NFPA Type A Maximum Load 424 lbs(192 k 9) — 1/2in. (13 mm)_ Diameteri' Length Minimum 4x Wood Member — - Type Dual Through -Bolts - Fig.906 Brace Identification on Plans Four Way Long Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe I Total Length l Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 50ft (15.2 m) 206 lbs (93 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 29ft (8.8 m) 120 lbs (54 kg) Percentage added for Fittings and Sprinklers 15% 49 lbs (22.23 kg) Total Adjusted Load of all pipe within Zone of Influence 375 lbs (170 kg) {TOLBrace" "" Version 8) Use of TOLBrace TH is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Loomis US 15450 Nelson Place Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # Poring Basn,.ss Wb fay.rla Four Way Long NFPA Type A 2.5" Sch.10 Steel Pipe 50' 0" (15.24 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° 1/2 (13 mm) Dual Through -Bolts Perpendicular to Beam - TOLCO Fig 9( Minimum 4x Wood Member Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 50ft(15.2m) 2.5" Sch.10 Steel Pipe (63.5 mm) 29ft (8.8 m) G -Factor Used 0.701 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 375 lbs (170 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 424 lbs (192 kg) Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Structural Member Wood Beam Calculations prepared by Bryan Shaver * The description of the Structural Member is for informational purposes only. TOLBrace" software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: Loomis US Northwest Fire Systems 22645 83rd Ave. S, Bldg. D Kent, WA 98032 206-772-7502 RmurmgBusiness INcridw9Q NORTHFS928CR on 2013 NFPA Pamphlet #13 - - 15450 Nelson Place -- — — Tukwila, WA 98188 Job # Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 25' 0" (7.62 m) _ - __ Maximum Brace Length 7' 0" (2.13 m) TOLCOTM Component Fig. Number Adjusted Load Fig. 1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM' components only. Use of any other components voids these calculations and the listing of the assembly. Bracing Material 1" Sch.40 Angle from Vertical 9 30° Min. Least Rad. of Gyration 0.42" (11 mm) Assembly Detail TOLCO FIG. 981 UNIVERSAL SWAY BRACE ATTACHMENT STEEL PIPE 40ft (12.2 m) LIR Value 200 Max Horizontal Load 926 lbs (420 kg) Force Factor (Cp) 0.701 o 1" Sch.10 Steel Pipe (25.4 mm) Fastener Information / '�/f` , // i " e �• Fastener Orientation NFPA Type A Maximum Load 685 lbs (311 kg) c TOLCO FIG. 1001 FAST CLAMP' Diameter 3/8in. Length 4in. Type Undercut Anchor (3000 psi Normal Brace Identification on Plans Lateral Orientation of Brace Lateral Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe I Total Length I Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 25ft (7.6 m) 103 lbs (47 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 16ft (4.9 m) 66 lbs (30 kg) 2" Sch.10 Steel Pipe (50.8 mm) Eft (1.8 m) 18 lbs (8 kg) 1.5" Sch.10 Steel Pipe (38.1 mm) 40ft (12.2 m) 85 lbs (39 kg) 1.25" Sch.10 Steel Pipe (31.75 mm) 20ft (6.1 m) 35 lbs (16 kg) 1" Sch.10 Steel Pipe (25.4 mm) 40ft (12.2 m) 51 lbs (23 kg) Percentage added for Fittings and Sprinklers 15% 54 lbs (24.5 kg) Total Adjusted Load of all pipe within Zone of Influence 412 lbs (187 kg) {TOLBrace"" Version 8) Use of TOLBrace " is subject to terms and conditions per the end user license agreement TOLBraceT"" Seismic Calculations Loomis US 15450 Nelson Place Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job* EatiN Pawing 8u, nessWwldw'ia Lateral NFPA Type A 2.5" Sch.10 Steel Pipe 25' 0" (7.62 m) Lateral 1" Sch.40 7' 0" (2.13 m) 200 30° 3/8in. x 4in. Undercut Anchor (3000 psi Normal Weight Concrete) 4in. Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 25ft (7.6 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 16ft (4.9 m) 2" Sch.10 Steel Pipe (50.8 mm) 6ft (1.8 m) 1.5" Sch.10 Steel Pipe (38.1 mm) 40ft (12.2 m) 1.25" Sch.10 Steel Pipe (31.75 mm) 20ft (6.1 m) 1" Sch.10 Steel Pipe (25.4 mm) 40ft (12.2 m) G -Factor Used 0.701 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 412 lbs (187 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 685 lbs (311 kg) Fig. 1001 Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Structural Member Concrete Pan Calculations prepared by Bryan Shaver * The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com TOLBraceTM Seismic Calculations Project Address: Loomis US Northwest Fire Systems 22645 83rd Ave. S, Bldg. D Kent, WA 98032 206-772-7502 NORTHFS928CR on 2013 NFPA Pamphlet #13 2.5" Sch.10 Steel Pipe (63.5 mm) - ____ ___ , 15450 Nelson Place Tstil T Pam fingBesuressWwldn=.de Tukwila, WA 98188 Job # Calculations based Brace Information TOLCOTM Brace Components Maximum Spacing 50' 0" (15.24 m) TOLCOT"" Component Fig. Number Adjusted Load Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) *Calculation Based on CONCENTRIC Loading *Please Note: These calculations are for TOLCOTM' components only. Use of any other components voids these calculations and the listing of the assembly. Maximum Brace Length 7' 0" (2.13 m) f Bracing Material 1" Sch.40 Angle from Vertical 30° Min. Least Rad. of Gyration P.42"_(11 mm) Assembly TOLCO UNIVERSAL SWAY ATTACHMENT STEEL TOLCO FIG. 4L PIPE CLAMP FOR SWAY BRACING , - FIG. O — Detail UR Value 200 J - Max Horizontal Load 926 lbs (420 kg)__ 98" BRACE PIPE -.�, i �i C) , ___ 1 -------I � — Force Factor (Cp) 0.701; Fastener Information Fastener Orientation NFPA Type A Maximum Load 685 lbs(311 k 9) Diameter 3/8in. Length 4in. — — -- Type Undercut Anchor (3000 psi Normal Brace Identification on Plans Longitudinal Orientation of Brace Longitudinal Braced Pipe: 2.5" Sch.10 Steel Pipe Load Information Size and Type of Pipe I Total Length I Total Calculated Load 2.5" Sch.10 Steel Pipe (63.5 mm) 50ft (15.2 m) 206 lbs (93 kg) 2.5" Sch.10 Steel Pipe (63.5 mm) 29ft (8.8 m) 120 lbs (54 kg) Percentage added for Fittings and Sprinklers 15% 49 lbs (22.23 kg) Total Adjusted Load of all pipe within Zone of Influence 375 lbs (170 kg) {TOLBrace " Version 8} Use of TOLBraceT"" is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculations Loomis US 15450 Nelson Place Brace Identification Brace Type (Per NFPA#13) Braced Pipe Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # EasT•N Pbstrnnp BuxnessWorMw.'ia Longitudinal NFPA Type A 2.5" Sch.10 Steel Pipe 50' 0" (15.24 m) Longitudinal 1" Sch.40 7' 0" (2.13 m) 200 30° 3/8in. x 4in. Undercut Anchor (3000 psi Normal Weight Concrete) 4in. Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 50ft (15.2 m) 2.5" Sch.10 Steel Pipe (63.5 mm) 29ft (8.8 m) G -Factor Used 0.701 Allowance for Heads and Fittings Conclusions 15% Total Adjusted Load of Pipe in Zone of Influence 375 lbs (170 kg) Material Capacity 926 lbs (420 kg) Fastener Capacity 685 lbs (311 kg) Fig. 4L Clamp 1007 lbs (457 kg) Fig.980 Universal Swivel 1007 lbs (457 kg) Structural Member Concrete Pan Calculations prepared by Bryan Shaver * The description of the Structural Member is for informational purposes only. TOLBrac&' software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBraceTM 8 Visit us at www.tolco.com F-- 13 y Global Project Values: SILENT Project Name: LOOMIS - TUKWILA Standby Hours: 24 KN I C I IT El Project ID: 4580L Alarm Mins: 5 Prepared By: KLM Derating Factor 1.2 5700 Calculations Date: 7/2/2018 Voltage Drop Waming Version 10.24.14 Threshold % : 10 Panel ID: 5700 Model: 5700 Add. Fire Alarm Control Panel Max NAC Current: 2.5 Amps Location: DATA ELEC 112 Volts: 24 VDC Max Panel Current: 2.5 Amps Ckt.# Circuit Name Qty Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm &Type 1000 Ft. One -Way Ohms EOL 5700 5700 CTRL Panel 1 0.200 0.365 ,. - SK Photo, Photo -T, PhotoR 3 0.001 0.001 SK Ion 0.000 0.000 SK Heat, Heat -HT, ROR 0.000 0.000 SK Beam, Beam -T 0.000 0.000 SK Duct 0.000 0.000 SK Acclimate 0.000 0.000 SK FIRE -CO 0.000 0.000 SK Control 0.000 0.000 SK Control -6 0.000 0.000 SK RelayMon-2 0.000 0.000 SK Monitor, Minimon 8 0.003 0.003 SK Monitor -2 0.000 0.000 SK Monitor -10 0.000 0.000 SK Pull -SA, Pull -DA 1 0.000 0.000 SK Relay 3 0.001 0.001 SK Relay -6 0.000 0.000 SK Zone 0.000 0.000 SK Zone -6 0.000 0.000 SK Isolator Module 0.000 0.000 B224B1 Isolator Base 0.000 0.000 B200SR Sounder Base 0.000 0.000 B200S Intelligent Sounder Base 0.000 0.000 B200SR-LF Low Freq Sounder Base 0.000 0.000 B200S-LF Low Freq Sounder Base 0.000 0.000 B224RB Relay Base 0.000 0.000 RTS151 Magnetic Remote Test 0.000 0.000 RTS151 KEY Key Activated Test 0.000 0.000 RA100Z Remote LED 0.000 0.000 5860 LCD Remote Annunc. 0.000 0.000 5824 LCD Remote Annunc. 0.000 0.000 5496 Power Expander 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 5883 Relay Module 0.000 0.000 NAC1-D WIRE Notification Appl Circuit 0.000 1.037 #14 Solid 2.52 330 1.66 18.68 8.45% NAC2-E WIRE Notification Appl Circuit 0.000 1.131 #14 Solid 2.52 262 1.32 18.91 7.32% Total Standby Current (Amps) 0.205 2.500 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 4.921 0.208 Total Alarm AH Required Total Combined AH Required 5.13 Command Shortcuts Multiply By The Derating Factor 1.20 ( Configure Circuits J ( Print Page ) Minimum Battery AmpHours Required 6.16 SILENT la Circuit Configuration Project Information Project Name: LOOMIS - TUKWILA Prepared By: KLM Project ID: 4580L Date: 7/2/2018 Ckt. Number: NAC1-D WIRE Ckt. Name: Notification Appl Circuit Panel ID: 5700 Used Aux Power Circuit v 1 Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.198 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 3 System Sensor P2/PC2 Horn/Strobe (110cd) 0.000 0.221 0.000 0.663 3 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 1.037 Ckt. Number: NAC2-E WIRE Panel ID: Ckt. Name: Notification Appl Circuit Use: 5700 Aux Power Circuit v I Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 0 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.000 1 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.116 2 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.352 3 System Sensor P2/PC2 Horn/Strobe (110cd) 0.000 0.221 0.000 0.663 0.000 0.000 Totals 0.000 1.131 Configure Circuits J [ Print Page J Global Project Values: Project Name:I LOOMIS ARMORED 1 Standby Hours:I 24 itSILENT KNIGI-I'l' Project ID: 4580L Alarm Mins: 5 Prepared By: KLM Derating Factor: 1.2 5499 Power Expander Calculations Date: 7/2/2018 Voltage Drop Warning Version 02.18.09 Threshold %• 10 Panel ID: 5499 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: (DATA ELEC 112 I Volts: 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ o Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL °Drop 5499 5499 Pwr Module 1 1 0.075 0.205 NAC1-H 5499 Circuit 1 0.000 1.123 #14 Solid 2.52 228 1.15 19.11 6.33% NAC2-I 5499 Circuit 2 0.000 1.108 #14 Solid 2.52 260 1.31 18.95 7.12% NAC3-J 5499 Circuit 3 0.000 0.931 #14 Solid 2.52 307 1.55 18.96 7.06% NAC4-K 5499 Circuit 4 0.000 0.789 #14 Solid 2.52 175 0.88 19.70 3.41% Aux 5499 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 4.156 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.346 Total Alarm AH Required Total Combined AH Required 2.15 Wire resistances are based upon an ambient tempera ure of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.58 Configure Circuits J [ Print Page J .111. \ 1 ',Mt.!!! Circuit Configuration Project Information Project Name: LOOMIS ARMORED Prepared By: KLM Project ID: 4580L Date: 7/2/2018 Ckt. Number: NAC1-I-I Panel ID: 5499 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.198 1 System Sensor P2/PC2 Hom/Strobe (110cd) 0.000 0.221 0.000 0.221 4 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.704 1 Unused 0.000 0.000 0.000 0.000 0.255 0.000 0.000 Totals 0.000 1.123 Ckt. Number: NAC2-I Panel ID: 5499 Ckt. Name: 5499 Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 6 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.396 2 System Sensor S/SC Strobe (30cd) 0.000 0.094 0.000 0.188 3 System Sensor P2/PC2 Horn/Strobe (30cd) 0.000 0.116 0.000 0.348 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 0.255 0.000 0.000 Totals 0.000 1.108 Ckt. Number: NAC3-J Panel ID: 5499 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 4 System Sensor S/SC Strobe (30cd) 0.000 0.094 0.000 0.376 1 System Sensor P2/PC2 Hom/Strobe (30cd) 0.000 0.116 0.000 0.116 1 System Sensor S/SC Strobe (115cd) 0.000 0.210 0.000 0.210 1 System Sensor P2/PC2 Horn/Strobe (115cd) 0.000 0.229 0.000 0.229 0.255 0.000 0.000 Totals 0.000 0.931 Ckt. Number: NAC4-K Panel ID: 5499 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.066 1 System Sensor P2/PC2 Hom/Strobe (30cd) 0.000 0.116 0.000 0.116 2 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.352 1 System Sensor P2/PC2 Horn/Strobe (135cd) 0.000 0.255 0.000 0.255 0.000 0.000 Totals 0.000 0.789 Ckt. Number: Aux Panel ID: 5499 Ckt. Name: 5499 Aux Power Out Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Configure Circuits I Print Page J Global Project Values: 410 SILENT Project Name: LOOMIS ARMORED Standby Hours: 24 KNIGHT Project ID: 4580L Alarm Mins:I 5 Prepared By: KLM Derating Factor: 1.2 5499 Power Expander Calculations Date: 7/2/2018 Voltage Drop Waming Version 02.18.09 Threshold %' 10 Panel ID: 5499 Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: IDATA ELEC 112 I Volts: 24 VDC Max Panel Current: 9.0 Amps Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ ° Ckt.# Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL °Drop 5499 5499 Pwr Module I 1 0.075 0.205 NAC1-L 5499 Circuit 1 0.000 1.058 #14 Solid 2.52 297 1.50 18.82 7.76% NAC2-M 5499 Circuit 2 0.000 0.735 #14 Solid 2.52 217 1.09 19.60 3.94% 5499 Circuit 3 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% 5499 Circuit 4 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Aux 5499 Aux Power Out 0.000 0.000 #14 Solid 2.52 0.00 20.40 0.00% Total Standby Current (Amps) 0.075 1.998 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.167 Total Alarm AH Required Total Combined AH Required 1.97 Wire resistances are based upon an ambient tempera ure of 72 degrees F. Because of the minimal difference between solid and stranded wire no differential was made. Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 2.36 Configure Circuits I Print Page J au. Circuit Configuration Project Information r Project Name: LOOMIS ARMORED Prepared By: KLM Project ID: 4580L Date: 7/2/2018 Ckt. Number: NAC1-L Panel ID: 5499 Ckt. Name: 5499 Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.330 1 System Sensor S/SC Strobe (30cd) 0.000 0.094 0.000 0.094 1 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.176 2 System Sensor P2/PC2 Horn/Strobe (115cd) 0.000 0.229 0.000 0.458 0.255 0.000 0.000 Totals 0.000 1.058 Ckt. Number: NAC2-M Panel ID: 5499 Ckt. Name: 5499 Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 3 System Sensor S/SC Strobe (15cd) 0.000 0.066 0.000 0.198 1 System Sensor S/SC Strobe (30cd) 0.000 0.094 0.000 0.094 1 System Sensor P2/PC2 Hom/Strobe (15cd) 0.000 0.091 0.000 0.091 2 System Sensor P2/PC2 Horn/Strobe (75cd) 0.000 0.176 0.000 0.352 0.255 0.000 0.000 Totals 0.000 0.735 Ckt. Number. 0 Panel ID: 5499 Ckt. Name: 5499 Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.255 0.000 0.000 Totals 0.000 0.000 Ckt. Number. 0 Panel ID: 5499 Ckt. Name: 5499 Circuit 4 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alann Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Ckt. Number: Aux Panel ID: 5499 Ckt. Name: 5499 Aux Power Out Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.000 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 1 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.: 2423049090 Site Address: 15450 NELSON PL 98055 Suite Number: Tenant Name: LOOMIS ARMORED US INC New Tenant? Property Owner's Name: Mailing Address: CONTACT PERSON -if there are questions ab Name: Tjy Helms Company Name: Floor: - Yes ❑ - No Johnson Controls Security out the submittal. Solutions City State Zip Day Telephone: 971-294-1320 Mailing Address: 6305 SW Rosewood St. E-mail Address: Tjy.Helms@JCl.com NICET III number: Total number of new/relocated devices or sprinkler heads: 1 Valuation of Project (contractor's bid price): $ 5227 Lake Oswego OR 97035 City State Zip Fax Number: Contractor's City of Tukwila Business License number: BUS -0993778 Scope of Work (please provide detailed information): Install new Honeywell IPGSM-4 Dual Path Alarm Fire No modifications to the existing fire alarm system or its operation shall be made under this scope of work 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 WASH 1 ; D I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Tjy Helms Print Name: Tjy Helms Plan Permit App.doc DEC -32O18 TW ILA FIRE Date: 11/28/18 Day Telephone: 971-294-1320 8/22/14 TFD FP Form 8 id 14.P.,)-7(# 05L Johnson Af Controls National Center of Excellence 14200 E Exposition Ave Aurora, CO 80012 303-338-8200 TUB'' f t DTE S Pi'e .*'+ S75 -4K07 Po tits RraPelat '9 end. exact tridr^. s ibr Ncifeia `` +' tt.1441 cppr 'r .. Subject: Fire Alarm Communicator Addition Loomis Armored US Inc 15450 Nelson Place Tukwila, WA 98188 To whom it may concern, Cl Without Comments As Noted in Red Pe.. The Httached Leiter These plans h , • Tjkw'°c Fire Prevention B ct• ,•rLrr t�, ,,qty • stanc'ards. Hcc,. • ,:macs and I omissions Wrnc i{, ,;t:. „ : - : ar c' noaras 1equacy • f\Oditions• . t 1` this date vita rn! - - re:,ubmittal . • r ri111 real.: -,,ose%4t4.JIt pp'"ova Final acceptance •5 SL test and inspection by The Tukwila Fire Prevention bureau. Date: / )- - L tv -1 By: II This letter is to request fire alarm communications permit for the above-mentioned location. A new Honeywell IPGSM-4 Dual Path Alarm Fire Communicator will be added to transmit the existing Silent Knight 5820 fire alarm panel's alarm and trouble events to a central station. This scope of work is for the monitoring of the fire alarm system to JCI's U.L Central Station monitoring center. No modifications to the existing fire alarm system or its operation shall be made under this scope of work. Occupancy Group — B Once work is completed, the system will be tested in accordance with NFPA 72. An updated record of completion shall be provided and left at the fire records cabinet The following items have been included for your review: • Single line riser diagram • Battery Calculations • Data Sheets for sheets for the Honeywell IPGSM-4G communicator. Please feel free to contact me with any questions you have. Respectfully, Kevin A. Berry NICET# 134193 Johnson Controls 14200 E. Exposition Ave, Unit 1A Aurora, CO 80012 Nona A completed, signed, Tukwila Fire Department Pre-test Certificate must tv. presented to the ins "'CsCY prior to commencement. «2 Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing PAID IJKWILA FIi f- COMMUNICATOR BATTERY CALCULATIONS Qty Part # Description Standby Alarm Total Standby Total Alarm 1 IPGSM-4G Single or Dual Path Communicator 0.02300 0.95000 0.0230 0.9500 0.0230 0.9500 Standby Current Total Hours = 0.0230 X 24 = 0.5520 (Hours) Alarm Current Total Minutes = 0.9500 X .083 = 0.0789 (5 Mins) Total = 0.6309 20% Battery Safety Margin = 0.1262 Total AH Rated Batteries Needed = 0.7570 Total AH Rated Batteries Supplied 7 ANTENNA NUT, WASHER ANTENNA MOUNTING ADAPTER CABINET DOOR WALL OUTLET BOX (K14358) TRANSFORMER (N8167) socom 13161131,11 roni 00 Malin capture Module TO Facility Ground CONDUIT SG T8 1 ❑ I 02 04 ❑a ❑s 06 07 ❑e ❑4 ❑18 O 11 ■I 7 ■1 ■ c '' 000000 Communicator FUSE Perdu Mire BATTERY 7AH (1101 supplIed) Wiring for Grounds, Power, and RF DRAWING DIRECTORY SHEET #: SHEET TITLE: FAPS FIRE ALARM POWER SUPPLY FA -01 COVER SHEET, BILL OF MATERIALS AND GENERAL INFORMATION FA -02 ELECTRICAL SCHEMATICS FA -03 BUILDING - 1ST FLOOR - FIRE ALARM LAYOUT FA -04 BUILDING - 2ND FLOOR - FIRE ALARM LAYOUT H HEAT DETECTOR R ADDRESSABLE RELAY ABBREVIATIONS r FACP FIRE ALARM CONTROL PANEL FAPS FIRE ALARM POWER SUPPLY WP WEATHER PROOF H/S HORN STROBE S SMOKE DETECTOR F MANUAL PULL H HEAT DETECTOR R ADDRESSABLE RELAY M MONITOR MODULE EOLR END OF LINE RESISTOR 1 CONSULTANTS PROIECT NAME: LOOMIS ARMORED 15450 NELSON PLACE TUKWILA, 98188 FIRE ALARM SUPPLIER: NORTHWEST FIRE SYSTEMS 7815 SOUTH 180TH ST. KENT, WA 98032 PHONE: (206)772-7502 UWVW.NWFIRESYSTEMS.COM INTERNAL PROIECT #04580L REFERENCES: NFPA 70 NATIONAL ELECTRICAL CODE (2008) NFPA 72 NATIONAL FIRE CODE (2010) UL -864 AND OTHER APPLICABLE STANDARDS COMPLETE FIRE PROTECTION SYSTEM, UL LISTED CONFORM TO REQUIREMENTS OF NFPA APPLICABLE SECTIONS THE AMERICAN DISABILITIES ACT (ADA) CITY OF EDGEWOOD MUNICIPAL CODE, ORDINANCE 15.05.110 FIRE CODE ALL MANUFACTURER GUIDELINES AND REQUIREMENTS STANDARD MOUNTING HEIGHT DETAIL Q MOUNT NOTIFICATION DEVICES 80" ABOVE FLOOR OR 6" BELOW CEILING, WHICHEVER IS LOWER, PER ADA REQUIREMENTS. 36" "T" BAR CEILING MAX. DIFFUSER I I ® DOOR OUTSIDE OF ROOM FIRE PANEL 72" NOT LESS THAN 3'-6" NOT MORE THAN 4'-6" 1 BOTTOM OF LENS NOT LESS THAN 80" AND NO GREATER THAN 96" (7.5.4) FINISHED FLOOR LOOMIS ARMORED FIRE ALARM INSTALL 15450 NELSONPLACE TU ILA, WA. 98188 SCOPE OF WORK: NORTHWEST FIRE SYSTEMS TO FURNISH AND INSTALL NEW FIRE ALARM SYSTEM FOR THIS BUILDING. FLAG NOTES DUCT SMOKE DETECTORS WITHIN THE ROOF TOP UNITS PROVIDED BY HVAC CONTRACTOR rUKWi:LA FIRE, DEPARTMENT Please call 206-575-4107 and �siwe this Fire errnit No. If -F -1 `t Id exact address for shut- or hun or rte_ . n approval. O Without Comments As Noted In Red © Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevent on Bureau for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, d�:ietions revisions to these drawings after this date will void trtI ; ::.cceptance and wlii require a resubmittal of revis o �riwings for subsequent approval. Final acceptance is suoject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 7'1 o"i 9 Bv: 1154;1 I v, v wct.1 i,.I I s c, -,e •,s (AA- r .e ,e 4tm v c x; -l-S 44 top 04 s Ar5 ye' 1,s ,11 a ret,.oc 444- c+- 4ftiA,`, -C -4 .c li,dioI av, e4ei•-so 1N P 4II/s oSe -Li'- - dtF4'. CicC.-c s S . �G Ttij ,i1 6►->•a�C� 1q,r►.d�1-c. c141,10 0►, ck twLcI t 4/Ps 6ivc,,,,� 6�ctic . LJ CO0 0 crv SEQUENCE OF OPERATIONS FACP FUNCTIONS 1 CO 0 i CO cr it 4 44, Q- v CO 14 0co ct 4r� Z Q- 4v M ° �z - w'Z os ilft.CO<v gp JJ 1CO ' A B C D E F G H i CONDITION Y' OF TO BE USED REQUIRED, rnvr„ic�ru,1 ,I rvrcrv�r,nvrn ur riuiCInwtJ1 rRtt SYJItMS. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS OR UPON REQUEST. DEVICE A LEGEND LEGEND IITMI PART NUMBER r 1 STANDBY CONDITION • 14 GAUGE - 2 CONDUCTOR - FPLR E FACP #1 - NAC CIRCUIT #2 14 GAUGE - 2 CONDUCTOR - FPLR FACP 1 SK -5700 I 1 2 SYSTEM TROUBLE CONDITION FAPS-1 2 SK -5499 FAPS #1 - NAC CIRCUIT #4 2 FIRE ALARM POWER SUPPLY FAPS #2 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR 3 SLAA12-7.5F 3 SMOKE DETECTOR 12VDC BAHR BATTERIES ANN 4 SK -5860R 1 FIRE ALARM ANNUNCIATOR Ox 5 SK -PHOTO 4 PULL STATION SMOKE DETECTOR (X=TYPE, P=PHOTO, I=ION) F 6 SK -PULL 1 MANUAL PULLSTATION M 7 SK -MONITOR 5 WATER FLOW SWITCH SINGLE MONITOR MODULE R 8 SK -RELAY 3 -' ADDRESSABLE RELAY 0 CD 9 SS-SCRL 6 SPRINKLER TAMPER SWITCH STROBE (CEILING MOUNT) (CD=CANDELA RATING) EI CD 10 SS -SRL 9 STROBE (WALL MOUNT) (CD=CANDELA RATING) KJCD 11 SS-PC2RL WIRE LEGEND .,..,,..' vv,.,n„w vv,u-luL.r.nru. ALL RIGHTS ARE EXPRESSLY RESERVED. USE IN CONSIDERING THE PURCHASE SYSTEMS. THIS DRAWING IS NOT PART NOR ITS DESIGN FEATURES TO BE RETURNED WHEN NO LONGER OF TO BE USED REQUIRED, rnvr„ic�ru,1 ,I rvrcrv�r,nvrn ur riuiCInwtJ1 rRtt SYJItMS. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS OR UPON REQUEST. DEVICE A LEGEND LEGEND IITMI PART NUMBER FACP #1 - SBUS FOR ANNUNCIATOR/FAPS IQTY.I DESCRIPTION FACP #1 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR E FACP #1 - NAC CIRCUIT #2 14 GAUGE - 2 CONDUCTOR - FPLR FACP 1 SK -5700 I 1 FIRE ALARM CONTROL PANEL J FAPS-1 2 SK -5499 FAPS #1 - NAC CIRCUIT #4 2 FIRE ALARM POWER SUPPLY FAPS #2 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR 3 SLAA12-7.5F ; 14 GAUGE - 2 CONDUCTOR - FPLR 6 12VDC BAHR BATTERIES ANN 4 SK -5860R 1 FIRE ALARM ANNUNCIATOR Ox 5 SK -PHOTO 3 SMOKE DETECTOR (X=TYPE, P=PHOTO, I=ION) F 6 SK -PULL 1 MANUAL PULLSTATION M 7 SK -MONITOR 8 'i" SINGLE MONITOR MODULE R 8 SK -RELAY 3 -' ADDRESSABLE RELAY 0 CD 9 SS-SCRL 12 STROBE (CEILING MOUNT) (CD=CANDELA RATING) EI CD 10 SS -SRL 9 STROBE (WALL MOUNT) (CD=CANDELA RATING) KJCD 11 SS-PC2RL 29 `' HORN STROBE (CEILING MOUNT) (CD=CANDELA RATING) ENcd 12 SS-P2RL 2 HORN STROBE (WALL MOUNT) (CD=CANDELA RATING) 0 Wp 13 SS-SRK 1 STROBE (CEILING MOUNT) (CD = CANDELA RATING) (WP = WEATHER PROOF) WIRE LEGEND WIRE DESCRIPTION TYPE A FACP #1 - SLC 16 GAUGE - 2 CONDUCTOR -FPLR B FACP #1 - SBUS FOR ANNUNCIATOR/FAPS 16 GAUGE - 4 CONDUCTOR - FPLR D FACP #1 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR E FACP #1 - NAC CIRCUIT #2 14 GAUGE - 2 CONDUCTOR - FPLR H FAPS #1 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR I FAPS #1 - NAC CIRCUIT #2 14 GAUGE - 2 CONDUCTOR - FPLR J FAPS #1 - NAC CIRCUIT #3 14 GAUGE - 2 CONDUCTOR - FPLR K FAPS #1 - NAC CIRCUIT #4 14.GAUGE - 2 CONDUCTOR - FPLR L FAPS #2 - NAC CIRCUIT #1 14 GAUGE - 2 CONDUCTOR - FPLR M FAPS #2 - NAC CIRCUIT #2 ; 14 GAUGE - 2 CONDUCTOR - FPLR SITE MAP SCALE: NTS PAID JUN 6 2018 UKWILA FIRE c.G�.2�' r 44co Co wH oz 114 cn °""1 Z • 104 0 4`4 a rzld C.) E 0 61 DWG BY: K L M ENG BY: — SCALE: AS NOTED REVISION: — 1 OF �I� DATE: PAGE: 07/03/18 F A — 01 FPS #1 SK -5499 LOCATED DATA ELEC 112 I>I IC>I 0 CPO 010 Earth ground Fault !Detection HOSHOGEI NEEEEREE An,nra0 1ourI ®®®®®®® x* 11_1. 144'2 i'L ip A C A NAC -4 - K WIRE NAC -3 - I WIRE 30cd 15cd 75cd 75cd 135cd 30cd 30cd 30cd 30cd 115cd 115cd 30cd I� T 0 NAC -1 - H WIRE NAC -2 - I WIRE Co 75cd 75cd 75cd 15cd ► C$1 Erj Co 141 Co Wcd 15cd 30cd 30cd 30cd 30cd 30cd 15cd 75cd 75cd 75cd 110cd El15cd L 1L 1ST FLOOR 1ST FLOOR 1 t FLOOR ELEV MECH 114 SPRINK RISER 2nd FLOOR TDDDIJ1' J OP NAC2 - E WIRE 1ST FLOOR r NAC1 - D WIRE SLC,,, SLC L J ROOF f 1 RTU RTU RTU RTU 1 © 0 L _J SLC 5INPUT SIGNAL FROM FACP SBUS 75cd 110cd 110cd 110cd 110cd 30cd 75cd 15cd 110cd 110cd 15cd 110cd 75cd ►+1/ +1 ►+1'/ ►+1411 L J REMOTE ANNUNCIATOR SK -5860R LOCATED — 1ST FLOOR — LOBBY 101 SBUS SBUS SBUS B 0 0 0 FPS #1 SK -5499 LOCATED DATA ELEC 112 ICI It'i�1 a;a CD Omit Earth ground Fault Detection BAT ®M®®®®ESEEMM®®®®® 14+5= 1 17 H5-�Ihf Il���lf 117���1.1f f �1 S I I W1Ii f I K (�ll� AO A NAC -1 - L WIRE NAC -2 - M WIRE 11 I1 15cd 30cd 11 Co 75cd 15cd 15cd 8t 1�1 1dor 15CD 75cd 15cd ErA 11 �: 15cd 15cd 75CD 15cd 15cd 15cd 30cd 115cd 115cd L J 2ND FLOOR 5INPUT SIGNAL FROM FACP 0-4 co w��~� oma°' ArA4d Q W krz w.r4H 0 a z 0.4 Ci) L) r4"4 1�1 V W 1"4 V 1 DWG BY: KLM ENG BY: SCALE: NTS REVISION: — — OF DATE: 07/03/18 PAGE: FA— 02 © l© I © © © 0 0 0 0 (❑lU(❑l H 0 NAC2 - E WIRE 1ST FLOOR r NAC1 - D WIRE SLC,,, SLC L J ROOF f 1 RTU RTU RTU RTU 1 © 0 L _J SLC 5INPUT SIGNAL FROM FACP SBUS 75cd 110cd 110cd 110cd 110cd 30cd 75cd 15cd 110cd 110cd 15cd 110cd 75cd ►+1/ +1 ►+1'/ ►+1411 L J REMOTE ANNUNCIATOR SK -5860R LOCATED — 1ST FLOOR — LOBBY 101 SBUS SBUS SBUS B 0 0 0 FPS #1 SK -5499 LOCATED DATA ELEC 112 ICI It'i�1 a;a CD Omit Earth ground Fault Detection BAT ®M®®®®ESEEMM®®®®® 14+5= 1 17 H5-�Ihf Il���lf 117���1.1f f �1 S I I W1Ii f I K (�ll� AO A NAC -1 - L WIRE NAC -2 - M WIRE 11 I1 15cd 30cd 11 Co 75cd 15cd 15cd 8t 1�1 1dor 15CD 75cd 15cd ErA 11 �: 15cd 15cd 75CD 15cd 15cd 15cd 30cd 115cd 115cd L J 2ND FLOOR 5INPUT SIGNAL FROM FACP 0-4 co w��~� oma°' ArA4d Q W krz w.r4H 0 a z 0.4 Ci) L) r4"4 1�1 V W 1"4 V 1 DWG BY: KLM ENG BY: SCALE: NTS REVISION: — — OF DATE: 07/03/18 PAGE: FA— 02 LOBBY 101 75 1 2 1 3 ! 4 6 8 I MECH. OFFICE 140B 2 PARTS 110cd 1 cd COIN TRAP4B 3 1 D2 110cd 75cd i>01=rit TRUCK STORAGE OUTGOING COIN ( 142 COIN (143A COIN MANAGER \( 14303 COIN OPERATION OFFICE (143M) o DRIVER TRAP ( 144 30c COIN CHECK IN ( 132 ,." TRUCK BAY DRIV TRA 111111111$3t111111 EMn ,TRAP A,D,E,H STAIR DATA ELEC SECURIT OFFICE INTERVIEW CMS CHECK IN OFFICE LOCKERS 102 OFFICE il 3 VAULT OFFICE LUNCH ROOM ( 105 VAULT CHECK-IN CMS BULK 30c OFFICE OFFICE TSA ROOM MA! 11M61 2 I 3 ! 4 ! L, 6 LOOMIS ARMORED - FIRE ALARM FLAN- I ST FLR SCALE: 3/32 - jiI 110 M1 < AVI3 Nom DWG BY: KLM ENG BY: SCALE: NTS REVISION: — — OF DATE: 07/03/18 PAGE: A - 0 3 (4' ROOF BELOW ROOMS BELOW DOWN TO f 15T FI C)C)R �.4 ,M M -�----DOWN STAFF 222 IANITOR 215 WOMEN 221 J MEN 220 15cd 75<d STAIR 201 �a 0 ism , BRANCH al MANAGER 205 OFFICE 214 ) 1� r OFFICE 209 OFFICE 223 RECEPTION 205 FILE ROOM 216 15 OFFICE 1212 ism OFFICE 211 `A,M OPERATIONS 206 75`00Q OFFICE 208 HALL 4M OFFICE ( 207 Ism FILE ROOM 213 CONFERENCE 210 -L VAUL I t3L_LOW FILE STORAGE 204 115cd LI 115cd DOWN I STAIR ;203 J LOOMIS ARMORED - FIRE ALARM PLAN -2ND FLR SCALE: 3/32' — I' - O' [MA1 iM131 D i 0-10co g=404.44-4 00 E, oz am 1--4z • 0410E w;2h VJ rl o 00 0) �C) (Dgc`im- >- NOLr) Cl)1-oUi� WYNWLU �,LL(/)I=- LL (') N W o W `-Nzz =oo:-J p O Z N 1 z DWG BY: K L M ENG BY: SCALE: NTS REVISION: - - 40F4 4 DATE: 07/03/18 PAGE: FA -OL EXISTING RECEPTIO OF ICE F_F CE OFFICE ///„/"7.>">"//41 EXISITING PIPING REPLACE SSP'S WITH RECESSED SUPPLIES SSP'S ONLY HEADS, EXTEND TO NEW CEILIGN ELEVATION SCALE 1/8"=1'-0" EXISTING COVERAGE TO REMAIN, SHOWN FOR REFERENCE ONLY VERIFY CORRECT COVERAGE IN THE FIELD CUT INTO EXISTING 6" MAIN WITH MECH TEE DROP DOWN TO VAULT LID. SEE SHEET FP1.00 FOR CONTINUATION SPRINKLER LEGEND SYM MAKE SIN K -FACT ORIENT THD RESP TEMP FIN NOTE QTY Reliable RA1414 5.6 Pendent V2 Quick 155°F Chrome REC 16 Reliable RA1425 5.6 Upright '/2 Quick 155°F Bronze 14 Total = 30 3/8" ALL ...................... . THREAD ROD ,, -SAMMY SCREW PRE -BRILL HOLE HANGER DETAIL 'B' SCALE: NTS LEVEL FP1.10 2 0-1/8" =1 Foot NORT I l if S 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp • WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Northwest Fire Systems NORT):IFS928CR w Approvals Required TUKWILLA FIRE DEPARTMENT OWNER /ARCHITECT Revisions 1 - 06.28.18 Engineer Review Contract With: ACE COMMUNICATIONS wr+►r •IIrr►rw PO BOX 286 PROJECTMANAGER: JOSHUA FORRESTER Phone: (503) 807-1477 Fax: Contract Name: Loomis US 15450 Nelson Place Drawing Title LEVEL 2 T.I. SPRINKLER PLAN Key Plan AREA OF WO/ Date: Job Number: Designer: Building Permit: June 28, 2018 04655C Richard Moye Drawing No. FP1.10 SCOPE OF WORK: 1) REPLACE THE EXISTING PENDENT FIRE SPRINKLER HEADS IN THE FRONT OFFICE AREA WITH NEW QUICK RESPONSE SPRINKLER HEADS. 2) SPRINKLER SYSTEM DESIGN PER.3013 EDITION OF NFPA 13. 3) LIGHT/ORDINARY HAZARD OCCUPANCY. 4) EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLER HEADS. GENERAL NOTES: 1) DESIGN PER N.F.P.A. #13 - 2013 AND LOCAL STANDARDS ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 2) ALL HANGERS AND TO BE BY N.F.P.A. STANDARDS 3) SYSTEM SHALL BE INSTALLED, AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 - 2013 4) ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ.) TO BE DONE BY OTHERS. 5) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY NORTHWEST FIRE SYSTEMS PROTECTION TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 6) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. IN ALL AREAS WITH WATER FILLED FIRE SPRINKLER PIPING. INSULATION INSTALLED TO MAINTAIN THIS TEMPERATURE (SUCH AS ATTICS, CEILINGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PIPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PIPE FACING THE HEATED INTERIOR. 7) FIRE ALARM SYSTEM DEVICES, INSTALLATION OR MONITORING IS NOT INCLUDED IN THIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY , EITHER EXPRESSED OR IMPLIED, FOR THE CONDTTION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY OTHER WATER OR FIRE PROTECTION SYSTEM(S) ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY NORTHWEST FIRE SYSTEMS UNDER THE SPECIFIC SCOPE OF OF THIS CONTRACT. 9) ALL PIPING WITH THREADS TO BE SCHEDULE 40 BLK. STL PIPE WITH C.I. OR D.I. SCREWED FITTINGS 10) LIGHT HAZARD OCCUPANCY - OPEN OFFICE AREA, OFFICES, GAME ROOM. (SPRINKLERS SPACED AT 225 SQ.FT. MAX.) 11) SPRINKLER PIPE PENETRATIONS THROUGH SUSPENDED CEILINGS SHALL MEET THE REQUIREMENTS OF ASCE 7-05 SECTION 13.5.6.2.2.. PENETRATIONS TO HAVE A 2 INCH OVERSIZE RING OR ADAPTER THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. SPRINKLER ATTACHED OR BRACED TO CEILING (SUCH AS SPRINKLERS AND CEILINGS ATTACHED TO THE SAME JOIST) DO NOT REQUIRE THIS ALLOWANCE FOR MOVEMENT 12) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2013 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM. EXCLUSIONS: 1) OVERTIME WORK 2) FIRE EXTINGUISHERS OR ALARM DETECTION 3) CENTER OF TILE 4) DRAIN FEES & TIE-IN FEES 5) PREP FOR OR PAINTING OF PIPE 6) DEMOLITION 7) RELOCATION OF MAINS OR BRANCHLINES 8) FIRE CAULKING 9) ANY EXIS11NG DEFICIENCIES 10) ACCESS PANELS 11) WIRING, (FIRE ALARM) MONITORING OF VALVES, SUPERVISORY AND WATERFLOW SWITCHES, ETC... NFPA 13 (2013) — TABLE 9.2.2.1(a) MAX. DISTANCE BETWEEN HANGERS Wood Joist Al Thread Ro NOTE: Wood Anchor Attachments to be drilled Into Top Chord of Wood Joist (if applicable) Wood SammyScrew (Horizontal) Wood SammyScrew (Vertical) Pipe Swivel Rin • /-��� Swivel Ring All l Thread R S 1.42 } ev Ct2 e tic) da .mfr st ns few of ups to th gn ra ua .•ns tt1 ., d- es mi del w rc'i esu d nd • or REPLACE THE EXISTING PENDENT SPRINKLER HEADS WITH NEW I" QR 155 DEGREE CHROME PENDENT HEADS HANGER DETAILS WOOD ANCHOR ATTACHMENTS 1".j: PRODUCT LEGEND 1" 14„ h 2" 22„ 3" 4" 6" STEEL PIPE EXCEPT THREADED LIGHTWALL 12-0 12-0 15-0 15-0 15-0 15-015-0 NUT 15-0 Wood Joist Al Thread Ro NOTE: Wood Anchor Attachments to be drilled Into Top Chord of Wood Joist (if applicable) Wood SammyScrew (Horizontal) Wood SammyScrew (Vertical) Pipe Swivel Rin • /-��� Swivel Ring All l Thread R S 1.42 } ev Ct2 e tic) da .mfr st ns few of ups to th gn ra ua .•ns tt1 ., d- es mi del w rc'i esu d nd • or REPLACE THE EXISTING PENDENT SPRINKLER HEADS WITH NEW I" QR 155 DEGREE CHROME PENDENT HEADS HANGER DETAILS WOOD ANCHOR ATTACHMENTS 1".j: PRODUCT LEGEND 1 INLET NIPPLE (1" MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD HIIING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE (1" NOMINAL DIAMETER) (LENGTHS AVAILABLE 31", 36" 48", 60 , & 72") 6 COLLAR / WELD I-II IING 7 NUT 8 REDUCING OUTLET (AVAILABLE 1/2" OR 3/4" FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24" AND 48" LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) SEE VICTAULIC SUBMITTAL NUMBER 10.85 { ,AigoriLp% rquir lily Airtatv4PrArdOvirairr, Amimphs pop pr pr r p p Ad1/11,PritIPPiPPOPPINittliiiiiil■Atigetr4717400PAtiordrAirrAireiiirediirdiiiiirii� ins A A Ammo AvAlfir.41.1, �s 411/21WANthillilliPli 1°Irqdrr vvj r APP' P" 11 Pr ire-- an' AAKialtdrAWAPAPF "I Am!". SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS C LISTED AB2 DROP CEILING TILE CEILING COVER PLATE SPRINKLER HEAD BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS Arrovw mow rim Aiiirmw AgIMEIMILMINEEMILMiliMINUMMEMINIF Sirdmorirdridopmerifirimmiiimiiii� VAULT 125 ," [12'-0'J ® ,M" 9-4 w -4 IMO rAIWOMILAKEPPINIVAPIW Aar ArririersurAraortoormir ri:fr:PoodarAd Arourear Aria on wry fairOPELKIMPAMENETRWArtrez a SI Ed °.g.,__ I it Army .7. 0 reemotempownoltormr 164m... 0(d...A „,, At, wAnnimmon• IMPIIMMEINMI MAMODEANNOW 1 INSTALL NEW HEADS AND PIPING TO PROTECT THE NEW VAULT, 4:01 AWAAPAIWAMPIETOPPI gAitfrotatimiirstauraiiiirit ArAfrdrtrirdrAriaaPFAIOPAWIMEPvArdPrArdraralrnr [12'-o'1 a 1] -4 �I -4 w 9 11 la� p 1 APARENTOW111"Pairorder OFIRST FLOOOR X14 :1111 -11111MMIMMW— -- ONS SCALE 1/8"=1'-0" SCALE REVISIONS HYDRAULIC DESIGN CRITERIA N/A SPRINKLER LEGEND SPRINKLERS ON SHEET: 36 SPRINKLERS ON JOB: 48 SYMBOLS NO. DATE WATER FLOW TEST INFORMATION SYM MAKE K MODEL SIN ORIFICE TEMP. FINISH ESC. QTY. DATE: TIME: PERFORMED BY: STATIC HYD ADDRESS: FLOWING HYD ADDRESS: STATIC PSI: FLOWING GPMS: CALCULATIONS SOURCE NODE: RESIDUAL PSI: 0 TYCO TYCO 5.6 5.6 TY -FRB PENDENT TY -FRB PENDENT TY323 TY313 1/ 2 " 1/2" 155F 155F CHROME BRASS CHROME N/A 30 18 [X" Rt] BELOW TOP STEEL [X' -X"] ABOVE FIN FLR /or Main X BRANCH UNE NO. MAIN PIECE ID. CEILING HEIGHT CN/I HYDRAULIC NODE OS&Y GATE VALVE BUTTERFLY VALVE • WATER FLOW SWITCH -- UNE BREAK —t PLUGED END CAPPED END -7/- HANGER LOCATION NORTHWEST FIRE SYSTEMS LIC # NORTHFS928CR 22645 83RD Ave. S., Bldg D KENT, WASHINGTON 98032 PHONE NO. (206) 772-7502 FAX NO. (206) 772-7504 Loomis US 15450 Nelson Place TUKWILA, WA 98188 FIRE SPRINKLER PLAN DRAWN . BY: BS PERMIT NO. PAID (A3 23 3 Gary: remich 7226.0592-C L ve Northt Fire Syste 2018 NOR H • :CR' KVVILA FIR:'_ cc P76. - DATE: 3-20-18 ,E "-"ia.w rwM; PETENCY a<Et9 $Yss s, L.L.:C. Sht No. 1 of 2 s dj2/?/ a,C,1// SCOPE OF WORK: 1) REPLACE THE EXISTING PENDENT FIRE SPRINKLER HEADS IN THE FRONT OFFICE AREA WITH NEW QUICK RESPONSE SPRINKLER HEADS. 2) SPRINKLER SYSTEM DESIGN PER.3013 EDITION OF NFPA 13. 3) LIGHT/ORDINARY HAZARD OCCUPANCY. 4) EXISTING SYSTEM HYDRAULICS ARE NOT EFFECTED BY ADDED SPRINKLER HEADS. GENERAL NOTES: 1) DESIGN PER N.F.P.A. #13 - 2013 AND LOCAL STANDARDS ALL MATERIALS SHALL BE NEW AND U.L. LISTED OR F.M. APPROVED 2) ALL HANGERS AND TO BE BY N.F.P.A. STANDARDS 3) SYSTEM SHALL BE INSTALLED, AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 2013 4) ALL PAINTING OF FIRE SPRINKLER PIPING (IF REQ.) TO BE DONE BY OTHERS. 5) OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILLIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY NORTHWEST FIRE SYSTEMS PROTECTION TO SUPPLIMENT THE STRUCTURE TO ACCOMODATE FIRE SPRINKLER PIPING LOADS. 6) OWNER IS RESPONSIBLE TO PROVIDE ADEQUATE HEAT TO MAINTAIN 40 DEG. F. MINIMUM AT ALL TIMES YEAR ROUND. IN ALL AREAS WITH WATER FILLED FIRE SPRINKLER PIPING. INSULATION INSTALLED TO MAINTAIN THIS TEMPERATURE (SUCH AS ATTICS, CEILINGS AND AT WALLS) SHALL BE LOCATED ON THE COLD SIDE OF THE PIPE ONLY WITH NO INSULATION ON THE WARM SIDE OF THE PIPE FACING THE HEATED INTERIOR. 7) FIRE ALARM SYSTEM DEVICES, INSTALLATION OR MONITORING IS NOT INCLUDED IN THIS CONTRACT (DONE BY OTHERS) 8) NORTHWEST FIRE SYSTEMS ASSUMES NO RESPONSIBILITY , EITHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF ANY OTHER WATER OR FIRE PROTECTION SYSTEM(S) ON SITE EXCEPT FOR WORK PERFORMED DIRECTLY BY NORTHWEST FIRE SYSTEMS UNDER THE SPECIFIC SCOPE OF OF THIS CONTRACT. 9) ALL PIPING WITH THREADS TO BE SCHEDULE 40 BLK. STL PIPE WITH C.I. OR D.I. SCREWED I-11 1INGS 10) LIGHT HAZARD OCCUPANCY - OPEN OFFICE AREA, OFFICES, GAME ROOM. (SPRINKLERS SPACED AT 225 SQ.FT. MAX.) 11) SPRINKLER PIPE PENETRATIONS THROUGH SUSPENDED CEILINGS SHALL MEET THE REQUIREMENTS OF ASCE 7-05 SECTION 13.5.6.2.2.. PENETRATIONS TO HAVE A 2 INCH OVERSIZE RING OR ADAPTER THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. SPRINKLER ATTACHED OR BRACED TO CEILING (SUCH AS SPRINKLERS AND CEILINGS ATTACHED TO THE SAME JOIST) DO NOT REQUIRE THIS ALLOWANCE FOR MOVEMENT 12) OWNER IS RESPONSIBLE TO ARRANGE FOR THE PERIODIC INSPECTION, TESTING AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF N.F.P.A. 25-2013 BY QUALIFIED PERSONNEL COMMENCING AFTER WARRANTY PERIOD HAS EXPIRED. THE FIRM THAT DESIGNED AND INSTALLED THIS SYSTEM IS BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, MAINTENANCE AND SERVICING OF THIS SYSTEM. EXCLUSIONS: 1) OVERTIME WORK 2) FIRE EXTINGUISHERS OR ALARM DETECTION 3) CENTER OF TILE 4) DRAIN FEES & TIE-IN FEES 5) PREP FOR OR PAINTING OF PIPE 6) DEMOLITION 7) RELOCATION OF MAINS OR BRANCHLINES 8) FIRE CAULKING 9) ANY EXISTING DEFICIENCIES 10) ACCESS PANELS 11) WIRING, (FIRE ALARM) MONITORING OF VALVES, SUPERVISORY AND WATERFLOW SWITCHES, ETC... NFPA 13 (2013) — TABLE 9.2.2.1(a) MAX. DISTANCE BETWEEN HANGERS Wood Joist Alt Thread—,, Rod NOTE: Wood Anchor Attachments to be drilled into Top Chord of Wood Joist (if applicable) .Wood SammyScrew (Horizontal) Pipe Swivel Ringer Swivel Ring Wood SammyScrew (Vertical) Al Threa Ro —Wood Joist Pipe HANGER DETAILS WOOD ANCHOR ATTACHMENTS PRODUCT LEGEND 1" 14" 12" 2" 22" 3" 4" 6" STEEL PIPE EXCEPT THREADED LIGHTWALL 12-0 12-0 15-0 15-0 15-0 15-0 15-0 15-0 Wood Joist Alt Thread—,, Rod NOTE: Wood Anchor Attachments to be drilled into Top Chord of Wood Joist (if applicable) .Wood SammyScrew (Horizontal) Pipe Swivel Ringer Swivel Ring Wood SammyScrew (Vertical) Al Threa Ro —Wood Joist Pipe HANGER DETAILS WOOD ANCHOR ATTACHMENTS PRODUCT LEGEND 1 INLET NIPPLE (1" MPT) 2 NUT 3 ISOLATION RING 4 COLLAR / WELD FITTING 5 STAINLESS STEEL FLEXIBLE BRAIDED HOSE (1" NOMINAL DIAMETER) (LENGTHS AVAILABLE 31", 36" 48", 60 , & 72") 6 COLLAR / WELD FITTING 7 NUT 8 REDUCING OUTLET (AVAILABLE 1/2" OR 3/4" FMPT) 9 CENTER BRACKET ASSEMBLY 10 SQUARE BAR (AVAILABLE IN 24" AND 48" LENGTHS) 11 END BRACKET ASSEMBLY 12 SHEET METAL SCREW 13 VIC MECHANICAL -T OUTLET STYLE 922 FIRELOCK (1" FMPT) SEE VICTAUUC SUBMITTAL NUMBER 10.85 A ■ fr1"e-' 1 I 1 1 1 Pr "v. 10rej", Ar 0 ""4rr 90 fir— Air / ..... /AI AAIr 1r" „Iv AL, A/ AArV/AtAAIVAIA Adre/rz,-- Ar ir. or AfAddArrA# Att441 Or Or Ai .4r/. Alr, Or Alr7 ter AfAI "Pr AdA41 Oro. Arr AIALAte," A .41111 -ow "Fr Ir A1r A. A/Ar Ir fri,171 40„ jiirj Cipir Ahr Al logrev _0_ ___ 44.4 lor Alr AteArAttAr Airr 's yr- r"-- Air I'vr", trA, Atr 4"1"1111V4111111111.er A...144°.r AlimmmewA".".". Ar Arti,Air.Atticti #1,,./...rrA",:/AArdArilvAr A‘v'ANFA.•.0 Ag*A,14tr,A N. A 1"41 e :14A 11411r lier A retr, • IA 14MME Wgrrtlitt r SEE SUBMITTAL 10.85 FOR MAXIMUM TOTAL BENDS cwiwus LISTED AB2 l --I AB2 NOM DROP CEIUNG TILE CEIUNG COVER PLATE SPRINKLER HEAD IIg BRAIDED VICFLEX FLEXIBLE HOSE SPRINKLER ASSEMBLIES FOR STANDARD PENDENT SPRINKLERS r REPLACE THE EXISTING PENDENT SPRINKLER HEADS WITH NEW ,' QR 155 DEGREE CHROME PENDENT HEADS 0SECOND FLOOR AT 714 4 6 [i .11 r rr•irrr SCALE 1/8"=1'-0" tforl;Suites Aitpo. Grady WaY - -. I terurta Hampton 1t i Seattle/South cenre Rainier Rubber. Bayvrlew ' Limousine Service 0 VICINITY MAP ' REVISIONS HYDRAULIC DESIGN CRITERIA N/A SPRINKLER LEGEND SPRINKLERS ON SHEET: 12 SPRINKLERS ON JOB: 48 SYMBOLS NO. DATE WATER FLOW TEST INFORMATION SYM MAKE K MODEL SIN ORIFICE TEMP. FINISH ESC. QTY. /0t DATE: 11ME: TYCO 5.6 TY -FRB PENDENT TY323 1/2" 155F CHROME CHROME 30 Sz\ PERFORMED BY: O TYCO 5.6 TY -FRB PENDENT TY313 1/2" 155F BRASS N/A 18 L STATIC HYD ADDRESS: FLOWING HYD ADDRESS: STATIC PSI: RESIDUAL PSI: A FLOWING GPMS: CALCULATIONS SOURCE NODE: [X' et] BELOW TOP STEEL [X' -X"] ABOVE FIN FLR Main X 0 BRANCH UNE NO. MAIN PIECE ID. CEILING HEIGHT HYDRAUUC NODE OS&Y GATE VALVE BUTTERFLY VALVE WATER FLOW SWITCH —Sj UNE BREAK —C PLUGED END - CAPPED END -f- HANGER LOCATION NORTHWEST FIRE SYSTEMS LIC # NORTHFS928CR 22645 83RD Ave. S., Bldg D KENT, WASHINGTON 98032 PHONE NO. (206) 772-7502 FAX NO. (206) 772-7504 Loomis L S 15450 Nelson Place TUKWILA, WA 98188 FIRE SPRINKLER PLAN FOIE PROVE Gary reiw 7226-0592-C Level3 Northwest Fire Systems, L.L. C. NORM F 8011 DRAWN BY: BS PERMIT NO. DATE: 3-20-18 Sht No. 2 of 2