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HomeMy WebLinkAboutPP - 16500 SOUTHCENTER PKWY - DOUBLETREE PLAZA HOTEL - PERMITS AND PLANS16500 SOUTHCENTER PKWY ASSOCIATED PERMITS 19-F-025 15-F-195 15-F-045 15-F-0005 13-F-288 10-F-172 07-F-141 04-F-174 99-F-327 19-S-1025 19-s-199 14-S-273 13-S-273 11-S-191 99-S-254 10-H-220 01-006 PW04-057 CITY OF TUKWILA. FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION Site Address: 16500 Southcenter Parkway Tenant Name: Doubletree Guest Suites 643730-0020 King Co. Assessor's Tax No.: Suite Number: Varies Floor: Varies New Tenant? a - Yes CI - No Property owner's Name: Doubletree Guest Suites Mailing Address: 16500 Southcenter Parkway, Tukwila, WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Pete Stokesberry Day Telephone: (206) 681-7284 Company Name: Cascade Alarm Mailing Address: P.O. Box 7459 Kent WA 98042 E-mail Address: pete@cascadealarm.com Total number of new/relocated devices or sprinkler heads: 40 Valuation of Project (contractor's bid price): $ 4000 City State Zip Fax Number: (253) 6304851 Scope of Work (please provide detailed information): Revise sprinkler piping in ADA renovated rooms & suites (1306,1330,1406,1430,1506,1530 & 1204) 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. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW TFIE SAME TO 13E TRUE UNDER PENALTY OF PERJURY BY THE LAWS 01= THE S'T'ATE OR WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR TH-IIS PERMIT. BUILDING r N 2 )R AtLTHORIZEI) AGENT: if/ �� Signature:_ / Date: 11/25/14 Print Name: Peter Stokesberry!DayTele hone: (206) 767-5800 x111 p Plan Permit App.doc 112/13 TPD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: / / 00 5/2U lf' f or PJ-vvv Suite Number: Floor: Tenant Name: ,D n V()J Lrva' f-c/f Property Owner's Name: Mailing Address: New Tenant? ❑ - Yes 1 X 590 T r - -T I J s- \AM- cT i C� u City CONTACT PERSON-ifrrthere are questions about the submittal. 7� / '7 11 7 �(� Name: L -r/ 1/(% /Ke Tb I U Day Telephone: %1/ (1� / 1- 5 F ii kI wvv✓t-, Mailing Address: T `V ' J7 74; )et ,-rA' l T WO- °K04 City E-mail Address: ID bvi C ae Gl/1 GI v' °L4./ t Fax Number: 2S3 Stat— 1p Total number of new/relocated devices or sprinkler heads: State Zip Company Name: 3 Valuation of Project (contractor's bid price): $ l,Y 0 0 Scope of Work (please provide detailed information): gq1 �, . /(ij. I r tpc/ i r l c ( 2 p owA/1-1-►'p✓ird h&ra'S i i ,Te/17 J2,Yn 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: Print Name: 1 VC/Yi�iS Signature: Plan Permit App.doc Day Telephone: Date: 11221 i3 1/2/13 TFD FP Form 8 40W% SITE LOCATION Site Address: InERN CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 i`° FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Cl Ilo 17 0-Gt. IarAhA King Co. Assessor's Tax No.: tP 43 313 D t5b -d Suite Number: Floor: Tenant Name: SaoLta-New Tenant? 1=1- Yes p- No Property Owner's Name: C Mailing Address: 1 ti? LTD tr/"K'`tf'"`i P.,C.Js ll'`s-6--- `TI�.tL-W; L.L WP+ q8 I Cris City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 0-144 0 R,ea.,(, AjeC.4-ikdwurt.i.5h1Axuv Company Name: N w 44n,L) e- h F- re SL,0 5 Day Telephone: a -bio 1.7 a• • 790 -X Mailing Address: ?›L► 4c7 Z rci Ave.. S. BIdt 0. Kr'vtt- WA 41$D3a. Zip E-mail Address: }(,orear0 ''1i'J '"e s.t�Sk c,..L'►r City Fax Number: eft", State ' S* 4 Contractor's City of Tukwila Business License number: 5 +A.`• . D 611 3105 Total number of new/relocated devices or sprinkler heads: Ii 5 9 Valuation of Project (contractor's bid price): $ Ste • Scope of Work (please provide detailed information): n Ac"Lt TI r� p�c�e. �C e-v.ha f -A P tc2 d d o -17k.. 5t ts,,rv\, O.n�ol a l.P 1.4"1 li 0.ki c p��.v� Ce� . Pic re (b Scpm Lc ¢t 4.17‘c vw .5ve„ 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. PAID BUILDING OWNER OR AUTHORIZED AGENT: r �biJ 2 2019 Signature: K� °:(44'41/1- DYFfn c) El V'e St13� m.d ,,AAII Date: 01• a a • a-13141 Print Name: KAt w t c' E fvR No�tMQEtr Ft9E- SvtrEM Day U FH Day Telephone: Plan Permit App.doc 8.72/14 TFD FP Form 8 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION S -��S Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** SITE LOCATION i,1Y ` A n King Co. Assessor's Tax No.: Site Address: I (o E d O 5 0 vi - C -G i1 +(,r Y v_v/.j Suite Number: Floor: Tenant Name: bo v b l- 1°-r 6j: L{, -c st- 6 `1wi C.5 New Tenant? ❑ - Yes [✓ 'No Property Owner's Name: Sci,Yq% Mailing Address: J UGC 5D) lC> tom✓ T "l 5SI V b City CONTACT PERSON -if there are questions about the submittal. Name: 1 --'ttCu'w , To vu -r3 Company Name: CC/5C C4(, A-1 i✓V✓) Mailing Address: VC 11C 7461 I I n -1 WI ci S(� jp�,� ,p F City State Zip E-mail Address: I�I.D iV)C �G 15UU a6,q,1 arrr) • C-i%1'f Fax Number: Contractor's City of Tukwila Business License number: BU5 DR cl 3 23 c1 Total number of new/relocated devices or sprinkler heads: 4 Valuation of Project (contractor's bid price): $ q �y Scope of Work (please provide detailed information): 1 fit&. It (t of 4- b�CC,►'n5 State Zip Day Telephone: 2D(%SSDO )) 03 Vv' Y kh' t> _ t2.) o vk 3v d -F) . Gw1 d (2) O n 011--11, 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: Date: 1 / 1/2115 Print Name: L�✓UVt ik J( fl{�5 Day Telephone: 24% -7-0-53/11) Plan Permit App.doc 8/22/14 TFD FP Form 8 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 I S�- F cstj S - Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.. Site Address: 16500 Southcenter Parkway Suite Number: Floor: Tenant Name: Doubletree Guest Suites New Tenant? 0- Yes CI- No Property Owner's Name: Doubletree Guest Suites Mailing Address: 16500 Southcenter Parkway, Tukwila, WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Leanne Jones Day Telephone: 206-255-6627 Company Name: Cascade Alarm Mailing Address: P.O. Box 7459 Kent WA 98042 E-mail Address: Ijones@cascadealarm.com City State Zip Fax Number: (253-630-4851 Total number of new/relocated devices or sprinkler heads: 3 Valuation of Project (contractor's bid price): S 600 Scope of Work (please provide detailed information): Add 3 strobes for pool restroom modifications 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: -ko Print Name: Leanne 'clones Plan Permit App.doc 1/2/13 Date: 3/23/15 Day Telephone: (206) 767-5800 x103 TFD FP Form 11 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** /5-.- F -odo King Co. Assessor's Tax No.: Site Address: 16500 Southcenter Parkway Suite Number: Floor: Tenant Name: Doubletree Guest Suites New Tenant? ®- Yes Q- No Property Owner's Name: Doubletree Guest Suites Mailing Address: 16500 Southcenter Parkway, Tukwila, WA 98188 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Leanne Jones Day Telephone: 206-255-6627 Company Name: Cascade Alarm Mailing Address: P.O. Box 7459 Kent WA 98042 E-mail Address: Ijones@cascadealarm.com City State Zip Fax Number: (253-630-4851 Tota] number of new/relocated devices or sprinkler heads: 28 Valuation of Project (contractor's bid price): S 4000 Scope of Work (please provide detailed information): Add horn strobes and power supply as needed to Convert fire alarm in 7 guest rooms to ADA compliant Rooms )204,130 b, )4010,15D6 ,) 3.30,143O, 1530 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: kfutri Leanne Uo ies Date: 12/17/14 Day Telephone: (206) 767-5800 x103 Plan Permit App.doc 1/2/13 FFD FP Forin 11 SITE LOCATION Site Address: Tenant Name: CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 fit -s- r°19 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** I la S o o 50.4.the enact. Paw11.4.4)a.9 170ubtt Tree, King Co. Assessor's Tax No.: to `{ 3 3 0 Da ao Suite Number: SrAte- 2 Floor: `—A FDC /215E-a-- New 215E2New Tenant? ❑ - Yes [r No Property Owner's Name: C HA T IAN.i& 1A, L L C. Mailing Address: l l9 5 00 613tAkkteAAleir ecko-t .\ T LA 1 1$ City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1'4t.. 00. Qom+' Day Telephone: 2t014, } 2,• -moa. Company Name: tJo41u"*e,ul- h "'e Suic ftwk.5 Mailing Address: az1o0+5 3' L Avt. ' MAI) D WA tia b i City State Zip E-mail Address: KortCLYo►7 fwf►rG SySttw,S. Cov). Fax Number: apt, -fi1�'� SC) Contractor's City of Tukwila Business License number: 51 1 S ' Dq 0 $ Total number of new/relocated devices or sprinkler heads: ` 4• *a..i 1_ a - Valuation of Project (contractor's bid price): $ 6+ 1. 25 �►►�� Scope of Work (please provide detailed information): R.ivwuv- . P1 man; ole r ,� swww. ava-- . v.a.otnn..ty •1 -Lt. riSAW rpD C►fib cLe & • Sv'4t-W 1 Angr M-hd.-p:.--. 1.4". 2, 64 '44- a}, �iJW- to �j v -t M�(14-p4•fi w i {L` L,,,�_ IA&f • f eb w� ld Qx.'s h v► vt%S-e r a PERMIT APP ICATION N TES 0. ww.d-. {e b - t.&4 ifir .e); 51i IorAiAtf1QW p art.,4116wKg-4;1t , Value of Construction — In all cases, a value of construction amount should be entered b 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: K ": i R,e �iv' 1%,)."•44^41-3-e44- Print ."•44^v re44-Print Name: 1LATH1 O'Q..E,Ace, f012- NO2THWf-iPT h . ‘/SrrrM.S Date: 10- 01-1011 Day Telephone: -0ip 1• 1 Bo' . ( 1-4) Plan Permit App.doc 8122/14 TFD FP Form 8 t 6 Soo SC 'pL1, _ wow' Project values• Project Name: DoubleTree Southcenter I 24 tSILENT i KNIGHT Project ID: Alarm Mins:I 5 Prepared By:Ron Maynard I Derating Factor: 1.2 5499 Power Expander Calculations Date:112/16/2014 I Voltage Drop Waming Version 02.18.09 Threshold % . 20 Panel ID: ADA Rooms Model: 5499 Power Expander Max NAC Current: 3.0 Amps Location: I2nd floor electrical room I Volts: 24 VDC Max Panel Current: 9.0 Amps Ckt.# Circuit Name Current Draw Wire AWG Ohms Per Length(ft) Actual Volts @ %Drop Standby Alarm & Type 1000 Ft. One -Way Ohms EOL 5499 5499 Pwr Module 1 1 0.075 0.205 NAC #1 FLOOR 2 ADA ROOM 0.000 0.668 #14 Solid 2.52 220 1.11 19.66 3.63% NAC #2 FLOOR 3 ADA ROOMS 0.000 1.190 #14 Solid 2.52 265 1.34 18.81 7.79% NAC #3 FLOOR 4 ADA ROOMS 0.000 1.190 #14 Solid 2.52 310 1.56 18.54 9.11% NAC #4 FLOOR 5 ADA ROOMS 0.000 1.190 #14 Solid 2.52 355 1.79 18.27 10.44% 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 4.443 Total Alarm Current (Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 1.800 0.370 Total Alarm AH Required Total Combined AH Required 2.17 Wire resistances are based upon an ambient temperature 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 2.60 Configure Circuits Print Page suI:xJ iNIGl rr Ss- Cxx9 S- i&, S`or► sc y Circuit Configuration ject In ormation Project Name: DoubleTree Southcenter Prepared By: Ron Maynard Project ID: 0 Date: 12/16/2014 Ckt, Number: NAC #1 Panel ID: ADA Rooms Ckt. Name: FLOOR 2 ADA ROOM Max Circuit Current 3 Amps (1ty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 Gentex GEC24 Horn/Strobe (177cd) 0.000 0.343 0.000 0.343 1 Gentex GCS24 Strobe (75cd) 0.000 0.247 0.000 0.247 1 Gentex GES324 Strobe (15cd) 0.000 0.078 0.000 0.078 Unused 0.000 0.000 0.00Q 0.000 0.000 0.000 Totals 0.000 0.668 Ckt. Number. NAC #2 Panel ID: ADA Rooms Cid. Name: FLOOR 3 ADA ROOMS Max Circuit Current 3 Amps Qty Device Current Draw `Each Current Draw Total Standby Alarm Standby Alarm 2 Gentex GEC24 Horn/Strobe (177cd) 0.000 0.343 0.000 0.686 2 Gentex GES324 Strobe (30cd) 0.000 0.096 0.000 0.192 4 Gentex GES324 Strobe (15cd) 0.000 0.078 0.000 0.312 Unused 0.000 0.000 0.000 0.000 0,000 0.000 Totals 0.000 1.190 Ckt. Number: NAC #3 Panel ID: ADA Rooms Ckt. Name: FLOOR 4 ADA ROOMS Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 Gentex GEC24 Horn/Strobe (177cd) 0.000 0.343 0.000 0.686 2 Gentex GES324 Strobe (30cd) 0.000 0.096 0.000 0.192 4 Gentex GES324 Strobe (15cd) 0.000 0.078 0.000 0.312 Unused 0,000 0.000 0.000 ' 0.000 0.000 0.000 Totals 0.000 1.190 Ckt. Number. NAC #4 Panel ID: ADA Rooms Ckt. Name: FLOOR 5 ADA ROOMS Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 Gentex GEC24 Horn/Strobe (177cd) 0.000 0,343 0.000 0.686 2 Gentex GES324 Strobe (30cd) 0.000 0.096 0.000 0.192 Gentex GES324 Strobe (15cd) 0.000 0.078 0.000 0.312 Unused 0.000 0,000 0.000 0.000 0.000 0.000 Totals 0.000 1.190 Ckt. Number. Aux Panel ID: ADA Rooms Ckt. Name: 5499 Aux Power Out Max Circuit Current 3 Amps Q#y Device Current Draw Standby 0.000 Each Alarm 0;000 Current Draw Standby 0.000 Total Alarm 0.000 Unused Unused 0.000 0.000 0.000 ' 0.000 Unused 0.000 0.000 0.000 0.000 Unused 0.00)9 0.000 0.000 0.000 0.000 0.000 Totals 0.000 0.000 Hydraulic Calculations Project Name: DOUBLE TREE HOTEL RE-CALC Location: 16500 SOUTHCENTER PARKWAY, , TUKWILA, WA Drawing Name: XXXXX FPX.XX (double tree).cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: for 1 - 8TH FLOOR ROOMS 8TH FLOOR ROOMS LIGHT HAZARD SPACING, OH -1 DENSITY DWELLING UNITS Density 0.130gpm/ft2 Area of Application: 2500.00ft2 (Actual 2637.34ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent, Sidewall No. of sprinklers calculated: 27 No. of nozzles calculated: 0 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: 892.49 @ 127.657 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: Authority Having Jurisdiction: Notes: IGt -�r IaZS' Calculation Date: 11/7/2019 Allowance at Source (Safety Margin = 18.873 psi) M.E.P.CAD, Inc. MAutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR 11/7/2019 9:11:18AM Page 1 Hydraulic Graph Job Name: DOUBLE TREE HOTEL RE-CALC Date: 11/7/2019 Remote Area Number: 1 - 8TH FLOOR ROOMS Water Supply Summary Sheet Node: 1 Static Pressure 150.000 Available Supply 892.49 @ 146.5301200.00 @ 144.000 I 642.49 127.657 892.49 with Hose Allowance at Source S stem demand curve 111111111 111111111 111111111 111111111 111111111 111111111 111111111 111111111 1 11111 11111111 0 N 0 OD 0 (O 0 8 8 isd - ainssaad 0 N 8 N 14) N N E 1'- 0 0 0 N 8 0 0 N 0 11/7/2019 9:11:22AM AutoSPRINK 2019 v15.1.15.0 Summary Of Outflowing Devices Job Number: 04774C Report Description: Light Hazard (1 - 8TH FLOOR ROOMS) Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 214 20.77 18.72 5.6 13.751 0.144gpm/ft2 144.00ft2 Sprinkler 215 22.10 14.82 5.6 15.569 0.295gpm/ft2 74.92ft2 Sprinkler 218 23.07 13.00 5.6 16.976 0.231gpm/ft2 100.00ft2 Sprinkler 219 23.10 17.98 5.6 17.019 0.167gpm/ft2 138.33ft2 Sprinkler 222 24.73 13.00 5.6 19.494 0.247gpm/ft2 100.00ft2 Sprinkler 223 21.00 17.86 5.6 14.069 0.153gpm/ft2 137.38ft2 Sprinkler 228 23.75 13.00 5.6 17.980 0.237gpm/ft2 100.00ft2 Sprinkler 229 22.02 13.00 5.6 15.457 0.220gpm/ft2 100.00ft2 Sprinkler 232 24.63 13.00 5.6 19.340 0.246gpm/ft2 100.00ft2 Sprinkler 233 21.57 21.06 5.6 14.839 0.133gpm/ft2 162.00ft2 Sprinkler 236 24.81 13.00 5.6 19.634 0.248gpm/ft2 100.00ft2 Sprinkler 237 21.72 13.00 5.6 15.049 0.217gpm/ft2 100.00ft2 Sprinkler 240 24.77 13.00 5.6 19.562 0.248gpm/ft2 100.00ft2 Sprinkler 241 24.28 24.28 5.6 18.795 0.130gpm/ft2 186.75ft2 y' Sprinkler 265 24.28 24.28 5.6 18.795 0.130gpm/ft2 186.75ft2 Sprinkler 267 24.77 13.00 5.6 19.559 0.248gpm/ft2 100.00ft2 Sprinkler 274 24.77 13.00 5.6 19.560 0.248gpm/ft2 100.00ft2 Sprinkler 275 24.77 13.00 5.6 19.563 0.248gpm/ft2 100.00ft2 Sprinkler 296 24.77 13.00 5.6 19.570 0.248gpm/ft2 100.00ft2 Sprinkler 297 24.29 24.28 5.6 18.814 0.130gpm/ft2 186.75ft2 Sprinkler 298 24.29 24.28 5.6 18.817 0.130gpm/ft2 186.75ft2 Sprinkler 299 24.81 13.00 5.6 19.622 0.248gpm/ft2 100.00ft2 Sprinkler 304 24.83 13.00 5.6 19.652 0.248gpm/ft2 100.00ft2 Sprinkler 305 24.38 24.28 5.6 18.953 0.131gpm/ft2 186.75ft2 Sprinkler 306 24.38 24.28 5.6 18.960 0.131gpm/ft2 186.75ft2 Sprinkler 311 24.90 13.00 5.6 19.770 0.249gpm/ft2 100.00ft2 Sprinkler 312 24.94 13.00 5.6 19.839 0.249gprn/ft2 100.00ft2 c Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 11/7/2019 9:11:23AM Page 3 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/i/2019 Supply Analysis Node Name Static (Psi) Residual Flow (psi) (gpm)(Psi) Available Total Demand (gpm) Required Pressure (Psi) 1 Water Supply 150.000 144.000 1200.00 146.530 892.49 127.657 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 1 -3-0 Supply 127.657 642.49 214 74-1 Sprinkler 13.751 20.77 Density: 0.144gpm/ft2 Coverage: 144.00ft2 215 74-1 Sprinkler 15.569 22.10 Density: 0.295gpm/ft2 Coverage: 74.92ft2 218 73-1 Sprinkler 16.976 23.07 Density: 0.231gpm/ft2 Coverage: 100.00ft2 219 74-1 Sprinkler 17.019 23.10 Density: 0.167gpm/ft2 Coverage: 138.33ft2 222 73-1 Sprinkler 19.494 24.73 Density: 0.247gpm/ft2 Coverage: 100.00ft2 223 74-1 Sprinkler 14.069 21.00 Density: 0.153gpm/ft2 Coverage: 137.38ft2 228 73-1 Sprinkler 17.980 23.75 Density: 0.237gpm/ft2 Coverage: 100.00ft2 229 73-1 Sprinkler 15.457 22.02 Density: 0.220gpm/ft2 Coverage: 100.00ft2 232 73-1 Sprinkler 19.340 24.63 Density: 0.246gpm/ft2 Coverage: 100.00ft2 233 74-1 Sprinkler 14.839 21.57 Density: 0.133gpm/ft2 Coverage:162.00ft2 236 73-1 Sprinkler 19.634 24.81 Density: 0.248gpm/ft2 Coverage: 100.00ft2 237 73-1 Sprinkler 15.049 21.72 Density: 0.217gpm/ft2 Coverage: 100.00ft2 240 73-1 Sprinkler 19.562 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 241 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 265 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 267 73-1 Sprinkler 19.559 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 274 73-1 Sprinkler 19.560 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 275 73-1 Sprinkler 19.563 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 4 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 296 73-1 Sprinkler 19.570 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 297 74-1 Sprinkler 18.814 24.29 Density: 0.130gpm/ft2 Coverage: 186.75ft2 298 74-1 Sprinkler 18.817 24.29 Density: 0.130gpm/ft2 Coverage: 186.75ft2 299 73-1 Sprinkler 19.622 24.81 Density: 0.248gpm/ft2 Coverage: 100.00ft2 304 73-1 Sprinkler 19.652 24.83 Density: 0.248gpm/ft2 Coverage: 100.00ft2 305 74-1 Sprinkler 18.953 24.38 Density:0.131gpm/ft2 Coverage:186.75ft2 306 74-1 Sprinkler 18.960 24.38 Density: 0.131g pm/ft2 Coverage: 186.75ft2 311 73-1 Sprinkler 19.770 24.90 Density:0.249gpm/ft2 Coverage: 100.00ft2 312 73-1 Sprinkler 19.839 24.94 Density: 0.249gpm/ft2 Coverage: 100.00ft2 9 0-11% 82.906 10 -3-0 125.924 11 -3-0 127.650 16 -3-0 126.557 22 74-1 25.417 25 74-1 25.395 28 74-1 25.499 31 74-1 25.425 32 74-1 25.443 52 74-1 25.451 53 74-1 25.449 60 74-1 15.960 62 74-1 17.559 63 74-1 18.804 Al,© M.E.P.CAD, Inc. d1. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 5 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 64 74-1 25.453 66 74-1 21.107 72 74-1 20.794 79 74-1 18.231 94 74-1 16.396 97 74-1 20.628 99 74-1 20.364 100 74-1 20.357 102 74-1 20.300 103 74-1 15.525 107 74-1 20.289 108 74-1 20.285 109 74-1 20.285 110 74-1 20.285 111 74-1 20.286 112 74-1 20.290 113 74-1 20.297 114 74-1 20.306 115 74-1 20.309 116 74-1 20.351 117 74-1 20.383 121 74-1 25.461 123 74-1 25.471 ,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 6 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (9Pm) Notes 128 74-1 25.490 129 74-1 20.454 130 74-1 20.463 131 74-1 20.508 132 74-1 20.580 146 14-0 52.402 149 14-0 52.402 161 1-11% 78.633 181 2-11% 123.031 185 2-11% 116.967 188 -2-2% 97.663 192 2-11% 97.256 193 2-11% 105.101 .,© M.E.P.CAD, Inc. 5` AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 7 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information d[(y © Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Lengtho (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a n j tive v-lue Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 265 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 1 Sprinkler, T(5-0) 5-0 0.186253 109 74-1 24.28 1.0490 8-0 1.490 109 74-1 4 0-6 120 20.285 0.000160 108 74-1 18.45 4.0260 0-6 0.000 108 74-1 24.28 4 5-3 120 20.285 Flow (q) from Route 2 0.000758 107 74-1 42.73 4.0260 5-3 0.004 107 74-1 24.77 4 6-7 120 20.289 Flow (q) from Route 20 0.001766 102 74-1 1- 67.50 4.0260 6-7 0.012 102 74-1 43.30 4 (See Notes) 2-10 120 20.300 Flow (q) from Route 7 E(10-0) 10-0 0.004419 100 74-1 110.79 4.0260 12-10 0.057 100 74-1 66.77 4 0-8 120 20.357 Flow (q) from Route 9 0.010573 99 74-1 177.56 4.0260 0-8 0.007 99 74-1 24.81 4 (See Notes) 9-7 120 20.364 Flow (q) from Route 24 E(10-0) 10-0 0.013468 97 74-1 202.37 4.0260 19-7 0.264 97 74-1 24.63 4 10 0 120 20.628 Flow (q) from Route 16 0.016656 72 74-1 227.00 4.0260 10-0 0.167 72 74-1 24.73 4 (See Notes) 5-6 120 20.794 Flow (q) from Route 17 E(10-0) 10-0 0.020167 66 74-1 251.73 4.0260 15-6 0.313 66 74-1 89.04 4 (See Notes) 101-5 120 21.107 Flow (q) from Route 8 T(20-0) 20-0 0.035315 25 74-1 340.77 4.0260 121-5 4.288 25 74-1 6 8-10% 120 25.395 0.002478 22 74-1 238.36 6.0650 8-10% 0.022 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 8 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 Equiv. Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 22 74-1 6 (See Notes) 306-3'A 120 25.417 2GV(3-0), 2T(30-0), 3E(14-0), tT(30-0) 138-0 0.002111 26.048 149 14-0 218.56 6.0650 444-3'/= 0.938 149 14-0 423.92 6 0-0 120 52.402 Flow (q) from Route 3 0.015517 146 14-0 642.49 6.0650 0-0 0.000 146 14-0 4 (See Notes) 50-4Y2 120 52.402 9fE(13-11), BV(16-8%), sCV(1 3-10), fT(22-3%), fT(27-10%) 206-2 0.081902 5.220 161 1-11Y2 642.49 4.3100 256-6% 21.010 161 1-111/2 4 (See Notes) 20-7 120 78.633 2fEE(5-3), fE(13-2) 23-8% 0.086691 0.434 9 0-11% 642.49 4.2600 44-3% 3.840 9 0-11% 4 (See Notes) 129-3'/= 140 82.906 3LtE(10-0'/=), CV(36-9'/=) 66-11 0.068246 1.366 188 -2-2'/= 642.49 4.2200 196-2/= 13.391 188 -2-21,4 4 (See Notes) 6-0 120 97.663 E(10-0), FDC 10-0 0.114147 -2.233 192 2-11% 642.49 4.0260 16-0 1 826 192 2-11% 4 (See Notes) 50-0 110 97.256 E(8-6) 8-6 0.134083 193 2-11% 642.49 4.0260 58-6 7.845 193 2-11% 4 (See Notes) 64 120 105.101 f(-10.000), E(10-0) 10-0 0.114147 -0.000 185 2-11'/= 642.49 4.0260 16-4 11.866 185 2-11% 4 (See Notes) 50-0 130 116.967 E(11-7) 11-7 0.098436 181 2-11% 642.49 4.0260 61-7 6 064 181 2-11'/= 6 (See Notes) 5-11% 120 123.031 E(14-0) 14-0 0.015517 2.583 10 -3-0 642.49 6.0650 19-11/= 0.310 10 -3-0 6 (See Notes) 12-3Y= 140 125.924 52-0 -0.000 16 -3-0 642.49 6.2800 64-3% 0.009847 0.633 GV(4-8'/=), T(47-3'/=) © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 9 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 ar-ga•k"e "a'"e Equiv. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Length (Foot) Total (Foot) i (Psi) 16 -3-0 8 (See Notes) 358-7 140 126.557 E(30-6%), GV(6-9%), T(59-4%) 96-8% 11 -3-0 642.49 8.3900 455-3 0.002402 1.094 11 -3-0 10 (See Notes) 8-01A 140 127.650 Water Supply 1 -3-0 642.49 10.4000 8-0%0.000844 0.007 250.00 127.657 Hose Allowance At Source Total(Pt) Route 1 1 892.49 241 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 2 Sprinkler, T(5-0) 5-0 0.186254 108 74-1 24.28 1.0490 8-0 1.490 20.285 Total(Pt) Route 2 297 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.814 Route 3 Sprinkler, T(5-0) 5-0 0.186434 114 74-1 24.29 1.0490 8-0 1.491 114 74-1 104.90 4 0-6 120 20.306 Flow (q) from Route 18 0.005871 115 74-1 129.19 4.0260 0-6 0.003 115 74-1 24.29 4 5-3 120 20.309 Flow (q) from Route 4 0.008075 116 74-1 153.48 4.0260 5-3 0.042 116 74-1 24.81 4 3-0 120 20.351 Flow (q) from Route 23 0.010654 117 74-1 178.29 4.0260 3-0 0.032 117 74-1 24.83 4 5-3 120 20.383 25 Flow (q) from Route 129 74-1 203.11 4.0260 5-3 0.013559 0.071 129 74-1 24.38 4 0-6 120 20.454 Flow (q) from Route 5 130 74-1 227.49 4.0260 0-6 0.016723 0.008 130 74-1 24.38 4 2-3 120 20.463 Route Flow (q) from 6 131 74-1 251.88 4.0260 2-3 0.020189 0.045 [4j © M.E P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 10 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Fitting Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ngati••e va'u• (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 131 74-1 24.90 4 3-0 120 20.508 Flow (q) from Route 26 0.024036 132 74-1 276.78 4.0260 3-0 0.072 132 74-1 24.94 4 (See Notes) 116-5% 120 20.580 Flow (q) from Route 27 2EE(4-0), 3E(10-0), T(20-0) 58-0 0.028196 28 74-1 301.72 4.0260 174-5% 4.919 28 74-1 122.20 6 (See Notes) 69-0% 120 25.499 Flow (q) from Route 29 2GV(3-0), T(30-0), E(14-0) 50-0 0.007190 26.048 149 14-0 423.92 6.0650 119-0% 0.856 52.402 Total(Pt) Route 3 298 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.817 Route 4 Sprinkler, T(5-0) 5.0 0.186459 115 74-1 24.29 1.0490 8-0 1.492 20.309 Total(Pt) Route 4 305 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.953 Route 5 Sprinkler, T(5-0) 5.0 0.187702 129 74-1 24.38 1.0490 8-0 1.502 20.454 Total(Pt) Route 5 306 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.960 Route 6 Sprinkler, T(5-0) 5-0 0.187773 130 74-1 24.38 1.0490 8-0 1.502 20.463 Total(Pt) Route 6 233 74-1 5.6 21.57 1 (See Notes) 2-7 120 14.839 Route 7 Sprinkler, E(2-0) 2-0 0.149685 103 74-1 21.57 1.0490 4-7 0.686 103 74-1 21.72 1 (See Notes) 3-9% 120 15.525 Flow (q) from Route 11 T(5-0) 5-0 0.543134 102 74-1 43.30 1.0490 8-9% 4.775 20.300 Total(Pt) Route 7 214 74-1 5.6 20.77 1 (See Notes) 8-10 120 13.751 Route 8 Sprinkler, E(2-0), T(5 0) 7.0 0.139505 60 74-1 20.77 1.0490 15-10 2.209 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 11 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ^.ga'tia va4•e FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 60 74-1 22.10 1 3-0 120 15.960 Flow (q) from Route 13 0.533112 62 74-1 42.86 1.0490 3-0 1.599 62 74-1 23.07 1 Y. 4-0 120 17.559 Flow (q) from Route 14 0.311036 63 74-1 65.94 1.3800 4-0 1.244 63 74-1 23.10 1% (See Notes) 1-0 120 18.804 Flow (q) from Route 10 T(8-0) 8.0 0.255932 66 74-1 89.04 1.6100 9-0 2.303 21.107 Total(Pt) Route 8 223 74-1 5.6 21.00 1 (See Notes) 12-4 120 14.069 Route 9 Sprinkler, 2E(2-0) 4.0 0.142484 94 74-1 21.00 1.0490 16-4 2 327 94 74-1 22.02 1% (See Notes) 7-0 120 16.396 Flow (q) from Route 12 T(6-0) 6-0 0.141174 79 74-1 43.02 1.3800 13-0 1.835 79 74-1 23.75 1% (See Notes) 6-1% 120 18.231 Flow (q) from Route 15 T(8-0) 8-0 0.150260 100 74-1 66.77 1.6100 14-1% 2.126 20.357 Total(Pt) Route 9 219 74-1 5.6 23.10 1 (See Notes) 5-6 120 17.019 Route 10 Sprinkler, T(5-0) 5.0 0.169921 63 74-1 23.10 1.0490 10-6 1.784 18.804 Total(Pt) Route 10 237 73-1 5.6 21.72 1 (See Notes) 1-0 120 15.049 Route 11 Sprinkler, T(5-0) 5-0 0.151641 -0.434 103 74-1 21.72 1.0490 6-0 0.910 15.525 Total(Pt) Route 11 229 73-1 5.6 22.02 1 (See Notes) 1-10 120 15.457 Route 12 Sprinkler, E(2-0), T(5-0) 7-0 0.155438 -0.434 94 74-1 22.02 1.0490 8-10 1.373 16.396 Total(Pt) Route 12 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 12 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) ) Nominal ID Fittings & Devices Equiv. Lengtho (Foot) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ,wortk.e .•21..e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 215 74-1 5.6 22.10 1 (See Notes) 2-6 120 15.569 Route 13 Sprinkler 0.156481 60 74-1 22.10 1.0490 2-6 0.391 15.960 Total(Pt) Route 13 218 73-1 5.6 23.07 1 (See Notes) 1-0 120 16.976 Route 14 Sprinkler, T(5-0) 5-0 0.169519 -0.434 62 74-1 23.07 1.0490 6-0 1.017 17.559 Total(Pt) Route 14 228 73-1 5.6 23.75 1 (See Notes) 1-10 120 17.980 Route 15 Sprinkler, E(2-0) 2-0 0.178771 -0.434 79 74-1 23.75 1.0490 3-10 0.685 18.231 Total(Pt) Route 15 232 73-1 5.6 24.63 1 (See Notes) 2-0 120 19.340 Route 16 Sprinkler, E(2-0), T(5-0) 7-0 0.191248 -0.434 97 74-1 24.63 1.0490 9-0 1.721 20.628 Total(Pt) Route 16 222 73-1 5.6 24.73 1 (See Notes) 2-0 120 19.494 Route 17 Sprinkler, E(2-0), T(5-0) 7-0 0.192656 -0.434 72 74-1 24.73 1.0490 9-0 1.734 20.794 Total(Pt) Route 17 267 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.559 Route 18 Sprinkler, T(5-0) 5-0 0.193247 -0.434 110 74-1 24.77 1.0490 6-0 1.159 110 74-1 5.83 4 3-0 120 20.285 Flow (q) from Route 28 0.000409 111 74-1 30.59 4.0260 3-0 0.001 111 74-1 24.77 4 3-0 120 20.286 Flow (q) from Route 19 0.001224 112 74-1 55.36 4.0260 3-0 0.004 112 74-1 24.77 4 3-0 120 20.290 Flow (q) from Route 21 0.002426 113 74-1 80.13 4.0260 3-0 0.007 �1 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 13 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a ^ja.we va'u• Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Foot Friction(Pf) 113 74-1 24.77 4 2-3 120 20.297 Flow (q) from Route 22 0.003994 114 74-1 104.90 4.0260 2-3 0.009 20.306 Total(Pt) Route 18 274 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.560 Route 19 Sprinkler, T(5-0) 5-0 0.193258 -0.434 111 74-1 24.77 1.0490 6-0 1.160 20.286 Total(Pt) Route 19 240 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.562 Route 20 Sprinkler, T(5-0) 5-0 0.193282 -0.434 107 74-1 24.77 1.0490 6-0 1.160 20.289 Total(Pt) Route 20 275 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.563 Route 21 Sprinkler, T(5-0) 5-0 0.193290 -0.434 112 74-1 24.77 1.0490 6-0 1.160 20.290 Total(Pt) Route 21 296 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.570 Route 22 Sprinkler, T(5-0) 5-0 0.193353 -0.434 113 74-1 24.77 1.0490 6-0 1.160 20.297 Total(Pt) Route 22 299 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.622 Route 23 Sprinkler, T(5-0) 5-0 0.193823 -0.434 116 74-1 24.81 1.0490 6-0 1.163 20.351 Total(Pt) Route 23 236 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.634 Route 24 Sprinkler, T(5-0) 5-0 0.193935 -0.434 99 74-1 24.81 1.0490 6-0 1.164 20.364 Total(Pt) Route 24 304 73-1 5.6 24.83 1 (See Notes) 1-0 120 19.652 Route 25 Sprinkler, T(5-0) 5-0 0.194100 -0.434 117 74-1 24.83 1.0490 6-0 1.165 20.383 Total(Pt) Route 25 (j, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 14 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 9 ja.s..e si..e Equiv. Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Length (Foot) Total (Foot) (psi) Friction(Pf) 311 73-1 5.6 24.90 1 (See Notes) 1-0 120 19.770 Route 26 Sprinkler, T(5-0) 5-0 -0.434 131 74-1 24.90 1.0490 6-0 0.195182 1.171 20.508 Total(Pt) Route 26 312 73-1 5.6 24.94 1 (See Notes) 1-0 120 19.839 Route 27 Sprinkler, T(5-0) 5-0 0.195806 -0.434 132 74-1 24.94 1.0490 6-0 1.175 20.580 Total(Pt) Route 27 109 74-1 18.45 4 2-5 120 20.285 Route 28 Flow (q) from Route 1 0.000019 110 74-1 5.83 4.0260 2-5 0.000 20.285 Total(Pt) Route 28 52 74-1 11.65 4 28-3 120 25.451 Route 29 Flow (q) from Route 33 0.000068 64 74-1 11.65 4.0260 28-3 0.002 6445-4 74-1 7.60 4 120 25.453 Flow (q) from Route 32 0.000173 121 74-1 19.25 4.0260 45-4 0.008 121 74-1 12.44 4 (See Notes) 3-9 120 25.461 Flow (q) from Route 30 T(20-0) 20-0 0.000436 123 74-1 31.69 4.0260 23-9 0.010 123 74-1 70.72 6 (See Notes) 22-1 120 25.471 Flow (q) from Route 31 E(14-0) 14-0 0.000519 128 74-1 102.41 6.0650 36-1 0.019 128 74-1 19.78 6 11-11% 120 25.490 Flow (q) from Route 34 28 74-1 122.20 6.0650 11-111/2 0.000720 0.009 25.499 Total(Pt) Route 29 53 74-1 4 (See Notes) 129-10 120 25.449 Route 30 30-0 121 74-1 12.44 4.0260 159-10 0.000077 0.012 E(10-0), T(20 0) 25.461 Total(Pt) Route 30 k, © M.E.P.CAD, Inc. rd , AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 15 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date" 11 /7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step g) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a.wj 1 e,.a'ue Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 25 74-1 238.36 6 (See Notes) 29-4 120 25.395 Route 31 Flow (q) from Route 1 2E(14-0) 28-0 0.000519 31 74-1 102.41 6.0650 57-4 0.030 31 74-1 6 (See Notes) 165-3 120 25.425 E(14-0) 14-0 0.000262 123 74-1 70.72 6.0650 179-3 0.047 25.471 Total(Pt) Route 31 32 74-1 4 28-3 120 25.443 Route 32 0.000187 53 74-1 20.04 4.0260 28-3 0.005 53 74-1 4 (See Notes)T(20-0) 88-10 120 25.449 4EE(4-0), T(20-0) 56-0 0.000031 64 74-1 7.60 4.0260 144-10 0.004 25.453 Total(Pt) Route 32 31 74-1 4 (See Notes) 3-5 120 25.425 Route 33 T(20-0) T(20-0) 40-0 0.000436 32 74-1 31.69 4.0260 43-5 0.019 32 74-1 4 (See Notes)T(20-0) 84-6 120 25.443 E(10-0) 30-0 0.000068 52 74-1 11.65 4.0260 114-6 0.008 25.451 Total(Pt) Route 33 22 74-1 4 (See Notes)T(20-0) 302-1Y. 120 25.417 Route 34 6E(10-0), T(20-0) 100-0 0.000183 128 74-1 19.79 4.0260 402-1'h 0.073 25.490 Total(Pt) Route 34 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 16 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS IE4uivalent Pipe Lengths of Valva and Fittings (0=120 only) Value Mul ipi er Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Date: 11/7/2019 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 90° FireLock(TM) Elbow FN Floating Node GIoV Globe Valve Hose Hose LtE Long Tum Elbow P1 Pump In PO Pipe Outlet red Reducer/Adapter SFx Seismic Flex T Tee Flow Tum 90° WirF Wirsbo b Bushing BV Butterfly Valve Cr Cross Run DPV Dry Pipe Valve Eel 11%° Elbow fd Flex Drop fEE 45° FireLock(TM) Elbow fT FireLock(TM) Tee GV Gate Valve HV Hose Valve mecT Mechanical Tee P2 Pump Out PrV Pressure Relief Valve S Supply Spr Sprinkler Tr Tee Run WMV Water Meter Valve M.E.P.CAD, Inc. �'� AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 17 Hydraulic Calculations Project Name: DOUBLE TREE HOTEL RE-CALC Location: 16500 SOUTHCENTER PARKWAY, , TUKWILA, WA Drawing Name: XXXXXFPX.XX (double tree).cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: for 1 - 8TH FLOOR ROOMS 8TH FLOOR ROOMS LIGHT HAZARD SPACING, OH -1 DENSITY DWELLING UNITS Density 0.130gpm/ft2 Area of Application: 2500.00ft2 (Actual 2637.34ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent, Sidewall No. of sprinklers calculated: 27 No. of nozzles calculated: 0 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: 892.49 @ 127.657 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: Authority Having Jurisdiction: Notes: lei rS +©2S Calculation Date: 11/7/2019 Allowance at Source (Safety Margin = 18.873 psi) M.E.P.CAD, Inc. MAutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR 11/7/2019 9:11:18AM Page 1 Job Name: DOUBLE TREE HOTEL RE-CALC Date: 11/7/2019 Remote Area Number: 1 - 8TH FLOOR ROOMS Water Supply Summary Sheet Node: 1 Static Pressure 150.000 Available Supply 892.49 146.530 00.00 @ 144.000 642.49 @ 127.657 892.49 with Hose Allowance at Source ystem demand curve iinhili mini!! IIIIIIiiiiiiium IIIIIIiii iiiiiiiii ilium! !ilium 1 hili iii i nP 0 0 o co 0 (0 N isd - aJnssaJd co N 11/7/2019 9:11:22AM AutoSPRINK 2019 v15.1.15.0 ,© M.E.P.CAD, Inc. li Summary Of Outflowing Devices Job Number: 04774C Report Description: Light Hazard (1 - 8TH FLOOR ROOMS) _..- Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 214 20.77 18.72 5.6 13.751 0.144gpm/ft2 144.00ft2 Sprinkler 215 22.10 14.82 5.6 15.569 0.295gpm/ft2 74.92ft2 Sprinkler 218 23.07 13.00 5.6 16.976 0.231gpm/ft2 100.00ft2 Sprinkler 219 23.10 17.98 5.6 17.019 0.167gpm/ft2 138.33ft' Sprinkler 222 24.73 13.00 5.6 19.494 0.247gpm/ft2 100.00ft2 Sprinkler 223 21.00 17.86 5.6 14.069 0.153gpm/ft2 137.38ft2 Sprinkler 228 23.75 13.00 5.6 17.980 0.237gpm/ft2 100.00ft2 Sprinkler 229 22.02 13.00 5.6 15.457 0.220gpm/ft2 100.00ft2 Sprinkler 232 24.63 13.00 5.6 19.340 0.246gpm/ft2 100.00ft2 Sprinkler 233 21.57 21.06 5.6 14.839 0.133gpm/ft2 162.00ft2 Sprinkler 236 24.81 13.00 5.6 19.634 0.248gpm/ft2 100.00ft2 Sprinkler 237 21.72 13.00 5.6 15.049 0.2179pm/ft' 100.00ft2 Sprinkler 240 24.77 13.00 5.6 19.562 0.248gpm/ft2 100.00ft2 Sprinkler 241 24.28 24.28 5.6 18.795 0.1309pm/ft2 186.75ft2 c> Sprinkler 265 24.28 24.28 5.6 18.795 0.130gpm/ft2 186.75ft2 Sprinkler 267 24.77 13.00 5.6 19.559 0.248gpm/ft2 100.00ft2 Sprinkler 274 24.77 13.00 5.6 19.560 0.2489pm/ft' 100.00ft2 Sprinkler 275 24.77 13.00 5.6 19.563 0.248gpm/ft2 100.00ft2 Sprinkler 296 24.77 13.00 5.6 19.570 0.248gpm/ft2 100.00ft2 Sprinkler 297 24.29 24.28 5.6 18.814 0.130gpm/ft2 186.75ft2 Sprinkler 298 24.29 24.28 5.6 18.817 0.1309pm/ft2 186.75ft2 Sprinkler 299 24.81 13.00 5.6 19.622 0.248gpm/ft2 100.00ft2 Sprinkler 304 24.83 13.00 5.6 19.652 0.248gpm/ft2 100.00ft2 Sprinkler 305 24.38 24.28 5.6 18.953 0.131gpm/ft2 186.75ft2 Sprinkler 306 24.38 24.28 5.6 18.960 0.131gpm/t2 186.75ft2 Sprinkler 311 24.90 13.00 5.6 19.770 0.249gpm/ft2 100.00ft2 Sprinkler 312 24.94 13.00 5.6 19.839 0.249gpm/ft2 100.00ft2 b Most Demanding Sprinkler Data r © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 11/7/2019 9:11:23AM Page 3 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Supply Analysis Node Name(psi) Static Residual Flow (psi) @ (gpm) Available Total Demand (Psi) (gpm) Required Pressure (Psi) 1 Water Supply 150.000 144.000 1200.00 146.530 892.49 127.657 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 1 -3-0 Supply 127.657 642.49 214 74-1 Sprinkler 13.751 20.77 Density: 0.144gpm/ft2 Coverage: 144.00ft2 215 74-1 Sprinkler 15.569 22.10 Density: 0.295gpm/ft2 Coverage: 74.92ft2 218 73-1 Sprinkler 16.976 23.07 Density: 0.231gpm/ft2 Coverage: 100.00ft2 219 74-1 Sprinkler 17.019 23.10 Density: 0.167gpm/ft2 Coverage: 138.33ft2 222 73-1 Sprinkler 19.494 24.73 Density: 0.247gpm/ft2 Coverage: 100.00ft2 223 74-1 Sprinkler 14.069 21.00 Density: 0.153gpm/ft2 Coverage: 137.38ft2 228 73-1 Sprinkler 17.980 23.75 Density: 0.237gpm/ft2 Coverage: 100.00ft2 229 73-1 Sprinkler 15.457 22.02 Density: 0.220gpm/ft2 Coverage: 100.00ft2 232 73-1 Sprinkler 19.340 24.63 Density: 0.246gpm/ft2 Coverage: 100.00ft2 233 74-1 Sprinkler 14.839 21.57 Density: 0.133gpm/ft2 Coverage: 162.00ft2 236 73-1 Sprinkler 19.634 24.81 Density: 0.248gpm/ft2 Coverage: 100.00ft2 237 73-1 Sprinkler 15.049 21.72 Density: 0.217gpm/ft2 Coverage: 100.00ft2 240 73-1 Sprinkler 19.562 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 241 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 265 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 267 73-1 Sprinkler 19.559 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 274 73-1 Sprinkler 19.560 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 275 73-1 Sprinkler 19.563 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 [1 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 4 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 296 73-1 Sprinkler 19.570 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 297 74-1 Sprinkler 18.814 24.29 Density: 0.130gpm/ft2 Coverage: 186.75ft2 298 74-1 Sprinkler 18.817 24.29 Density: 0.130gpm/ft2 Coverage: 186.75ft2 299 73-1 Sprinkler 19.622 24.81 Density: 0.248gpm/ft2 Coverage:100.00ft2 304 73-1 Sprinkler 19.652 24.83 Density: 0.248gpm/ft2 Coverage: 100.00ft2 305 74-1 Sprinkler 18.953 24.38 Density: 0.131gpm/ft2 Coverage: 186.75ft2 306 74-1 Sprinkler 18.960 24.38 Density: 0.131gpm/ft2 Coverage: 186.75ft2 311 73-1 Sprinkler 19.770 24.90 Density: 0.249gpm/ft2 Coverage: 100.00ft2 312 73-1 Sprinkler 19.839 24.94 Density: 0.249gpm/ft2 Coverage: 100.00ft2 9 0-11% 82.906 10 -3-0 125.924 11 -3-0 127.650 16 -3-0 126.557 22 74-1 25.417 25 74-1 25.395 28 74-1 25.499 31 74-1 25.425 32 74-1 25.443 52 74-1 25.451 53 74-1 25.449 60 74-1 15.960 62 74-1 17.559 63 74-1 18.804 [j © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 5 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/201,9 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) ®ischarge at Node (gpm) Notes 64 74-1 25.453 66 74-1 21.107 72 74-1 20.794 79 74-1 18.231 94 74-1 16.396 97 74-1 20.628 99 74-1 20.364 100 74-1 20.357 102 74-1 20.300 103 74-1 15.525 107 74-1 20.289 108 74-1 20.285 109 74-1 20.285 110 74-1 20.285 111 74-1 20.286 112 74-1 20.290 113 74-1 20.297 114 74-1 20.306 115 74-1 20.309 116 74-1 20.351 117 74-1 20.383 121 74-1 25.461 123 74-1 25.471 [1 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 6 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 128 74-1 25.490 129 74-1 20.454 130 74-1 20.463 131 74-1 20.508 132 74-1 20.580 146 14-0 52.402 149 14-0 52.402 161 1-11% 78.633 181 2-11% 123.031 185 2-11% 116.967 188 -2-21/4 97.663 192 2-11''A 97.256 193 2-111/4 105.101 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 7 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) ) Nominal ID Fittings & Devices Equiv. Length (Foot) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directlyto (Pf) and shown as II Pegs*z..e „a"..e Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction ( 265 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 1 Sprinkler, T(5-0) 5-0 0.186253 109 74-1 24.28 1.0490 8-0 1.490 109 74-1 4 0-6 120 20.285 0.000160 108 74-1 18.45 4.0260 0-6 0.000 108 74-1 24.28 4 5-3 120 20.285 Flow (q) from Route 2 0.000758 107 74-1 42.73 4.0260 5-3 0.004 107 74-1 24.77 4 6-7 120 20.289 Flow (q) from Route 20 0.001766 102 74-1 67.50 4.0260 6-7 0.012 102 74-1 43.30 4 (See Notes) 2-10 120 20.300 Flow (q) from Route 7 E(10-0) 10-0 0.004419 100 74-1 110.79 4.0260 12-10 0.057 100 74-1 66.77 4 0-8 120 20.357 Flow (q) from Route 9 0.010573 99 74-1 177.56 4.0260 0-8 0.007 99 74-1 24.81 4 (See Notes) 9-7 120 20.364 Flow (q) from Route 24 E(10-0) 10-0 0.013468 97 74-1 202.37 4.0260 19-7 0.264 97 74-1 24.63 4 10 0 120 20.628 Flow (q) from Route 16 0.016656 72 74-1 227.00 4.0260 10-0 0.167 72 74-1 24.73 4 (See Notes) 5-6 120 20.794 Flow (q) from Route 17 E(10-0) 10-0 0.020167 66 74-1 251.73 4.0260 15-6 0.313 66 74-1 89.04 4 (See Notes) 101-5 120 21.107 Flow (q) from Route 8 T(20-0) 20-0 0.035315 25 74-1 340.77 4.0260 121-5 4.288 25 74-1 6 8-10'/2 120 25.395 0.002478 22 74-1 238.36 6.0650 8-10'/2 0.022 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 8 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) ) Nominal ID Fittings & Devices Equiv. Length (Foot) Length 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(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 22 74-1 6 (See Notes) 306-3'/= 120 25.417 2GV(3-0), 2T(30-0), 3E(14-0), fT(30-0) 138-0 0.002111 26.048 149 14-0 218.56 6.0650 444-3'/= 0.938 149 14-0 423.92 6 0-0 120 52.402 Flow (q) from Route 3 0.015517 146 14-0 642.49 6.0650 0-0 0.000 146 14-0 4 (See Notes) 50-4'/= 120 52.402 9fE(13-11), BV(16-8%), sCV(1 3-10), fT(22-3%), fT(27-10'A) 206-2 0.081902 5.220 161 1-11'% 642.49 4.3100 256-6'/= 21 010 161 1-111/2 4 (See Notes) 20-7 120 78.633 2fEE(5-3), fE(13-2) 23-8% 0.086691 0.434 9 0-11% 642.49 4.2600 44-3'/= 3840 9 0-11'/= 4 (See Notes) 129-3% 140 82.906 3LtE(10-01,4), CV(36-9%) 66-11 0.068246 1.366 188 2 2'/= 642.49 4.2200 196-2% 13.391 188 -2-2% 4 (See Notes) 6-0 120 97.663 E(10-0), FDC 10-0 0.114147 -2.233 192 2-11% 642.49 4.0260 16-0 1.826 192 2-11% 4 (See Notes) 50-0 110 97.256 E(8-6) 8-6 0.134083 193 2-11% 642.49 4.0260 58 6 7.845 193 2-11% 4 (See Notes) 6-4 120 105.101 f(-10.000), E(10-0) 10-0 0.114147 -0.000 185 2-11% 642.49 4.0260 16-4 11.866 185 2-11Y 4 (See Notes) 50-0 130 116.967 E(11-7) 11-7 0.098436 181 2-11'/2 642.49 4.0260 61-7 6 064 181 2-11% 6 (See Notes) 5-11% 120 123.031 E(14-0) 14-0 0.015517 2.583 10 -3-0 642.49 6.0650 19-11% 0.310 10 -3-0 6 (See Notes) 12-3% 140 125.924 GV(4-8%), T(47-3%) 52-0 0.009847 -0.000 16 -3-0 642.49 6.280064-3+/= 0.633 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 9 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step q(Foot) ) Nominal ID Fittings & Devices Equiv. Length (Foot) Length C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Presses a Losses, when applicable, are added directly to (Pf) and shown as ati"e v^a••e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 16 -3-0 8 (See Notes) 358-7 140 126.557 E(30 -6Y:), GV(6-91/2), T(59-4%) 96-8% 0.002402 11 -3-0 642.49 8.3900 455-3 1.094 11 -3-0 10 (See Notes) 8-0'% 140 127.650 Water Supply 0.000844 1 -3-0 642.49 10.4000 8-0'/: 0.007 250.00 127.657 Hose Allowance At Source Total(Pt) Route 1 1 892.49 241 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 2 Sprinkler, T(5-0) 5-0 0.186254 108 74-1 24.28 1.0490 8-0 1.490 20.285 Total(Pt) Route 2 297 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.814 Route 3 Sprinkler, T(5-0) 5-0 0.186434 114 74-1 24.29 1.0490 8-0 1.491 114 74-1 104.90 4 0-6 120 20.306 Flow (q) from Route 18 0.005871 115 74-1 129.19 4.0260 0-6 0.003 115 74-1 24.29 4 5-3 120 20.309 Flow (q) from Route 4 0.008075 116 74-1 153.48 4.0260 5-3 0.042 116 74-1 24.81 4 3-0 120 20.351 Flow (q) from Route 23 0.010654 117 74-1 178.29 4.0260 3-0 0.032 117 74-1 24.83 4 5-3 120 20.383 Flow (q) from Route 25 0.013559 129 74-1 203.11 4.0260 5-3 0.071 129 74-1 24.38 4 0-6 120 20.454 Flow (q) from Route 5 0.016723 130 74-1 227.49 4.0260 0-6 0.008 130 74-1 24.38 4 2-3 120 20.463 Flow (q) from Route 6 0.020189 131 74-1 251.88 4.0260 2-3 0.045 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 10 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Fitting 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 a i gag.,e .yI..e Equiv. (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (4) Actual ID Length (Foot) Total (Foot) (pal) Friction(Pf) 131 74-1 24.90 4 3-0 120 20.508 Flow (q) from Route 26 0.024036 132 74-1 276.78 4.0260 3-0 0.072 132 74-1 24.94 4 (See Notes) 116-5% 120 20.580 Flow (q) from Route 27 2EE(4-0), 3E(10-0), T(20-0) 58-0 0.028196 28 74-1 301.72 4.0260 174-5% 4.919 28 74-1 122.20 6 (See Notes) 69-0% 120 25.499 Flow (q) from Route 29 2GV(3-0), T(30-0), E(14-0) 50-0 0.007190 26.048 149 14-0 423.92 6.0650 119-0% 0.856 52.402 Total(Pt) Route 3 298 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.817 Route 4 Sprinkler, T(5-0) 5_0 0.186459 115 74-1 24.29 1.0490 8-0 1.492 20.309 Total(Pt) Route 4 305 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.953 Route 5 Sprinkler, T(5-0) 5.0 0.187702 129 74-1 24.38 1.0490 8-0 1.502 20.454 Total(Pt) Route 5 306 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.960 Route 6 Sprinkler, T(5-0) 5-0 0.187773 130 74-1 24.38 1.0490 8-0 1.502 20.463 Total(Pt) Route 6 233 74-1 5.6 21.57 1 (See Notes) 2-7 120 14.839 Route 7 Sprinkler, E(2-0) 2.0 0.149685 103 74-1 21.57 1.0490 4-7 0.686 103 74-1 21.72 1 (See Notes) 3-9% 120 15.525 Flow (q) from Route 11 T(5-0) 5-0 0.543134 102 74-1 43.30 1.0490 8-9'/2 4 775 20.300 Total(Pt) Route 7 214 74-1 5.6 20.77 1 (See Notes) 8-10 120 13.751 Route 8 7-0 Sprinkler, 60 74-1 20.77 1.0490 15-10 0.139505 2.209 E(2-0), T(5-0) M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 11 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Len Nominal ID Fittings & Devices Equlv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent h) Fixed PressureLosses, when applicable, are added directly to (Pf) and shown as ar.lsti"e "a&U Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2(Foot) Eiev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 60 74-1 22.10 1 3-0 120 15.960 Flow (q) from Route 13 0.533112 62 74-1 42.86 1.0490 3-0 1.599 62 74-1 23.07 1+/, 4-0 120 17.559 Flow (q) from Route 14 0.311036 63 74-1 65.94 1.3800 4-0 1.244 63 74-1 23.10 1% (See Notes) 1-0 120 18.804 Flow (q) from Route 10 T(8-0) 8-0 0.255932 66 74-1 89.04 1.6100 9-0 2.303 21.107 Total(Pt) Route 8 223 74-1 5.6 21.00 1 (See Notes) 12-4 120 14.069 Route 9 Sprinkler, 2E(2-0) 4.0 0.142484 94 74-1 21.00 1.0490 16-4 2 327 94 74-1 22.02 11/4 (See Notes) 7-0 120 16.396 Flow (q) from Route 12 T(6-0) 6-0 0.141174 79 74-1 43.02 1.3800 13-0 1.835 79 74-1 23.75 1% (See Notes) 6-1'% 120 18.231 Flow (q) from Route 15 T(8-0) 8.0 0.150260 100 74-1 66.77 1.6100 14-1'/z 2.126 20.357 Total(Pt) Route 9 219 74-1 5.6 23.10 1 (See Notes) 5-6 120 17.019 Route 10 Sprinkler, T(5_0) 5.0 0.169921 63 74-1 23.10 1.0490 10-6 1.784 18.804 Total(Pt) Route 10 237 73-1 5.6 21.72 1 (See Notes) 1-0 120 15.049 Route 11 Sprinkler, T(5-0) 5-0 0.151641 -0.434 103 74-1 21.72 1.0490 6-0 0.910 15.525 Total(Pt) Route 11 229 73-1 5.6 22.02 1 (See Notes) 1-10 120 15.457 Route 12 Sprinkler, E(2-0), T(5-0) 7-0 0.155438 -0.434 94 74-1 22.02 1.0490 8-10 1.373 16.396 Total(Pt) Route 12 © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 12 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Len Nominal ID Fittings & Devices Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent h Fixed Pressure Losses, when applicable, are added directlyto (Pf) and shown as s n-gati,•e va'u.• Equiv. Length (Foot) Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (4) Actual ID Total (Foot)( Friction 215 74-1 5.6 22.10 1 (See Notes) 2-6 120 15.569 Route 13 Sprinkler 0.156481 60 74-1 22.10 1.0490 2-6 0.391 15.960 Total(Pt) Route 13 218 73-1 5.6 23.07 1 (See Notes) 1-0 120 16.976 Route 14 Sprinkler, T(5-0) 5-0 0.169519 -0.434 62 74-1 23.07 1.0490 6-0 1.017 17.559 Total(Pt) Route 14 228 73-1 5.6 23.75 1 (See Notes) 1-10 120 17.980 Route 15 Sprinkler, E(2-0) 2-0 0.178771 -0.434 79 74-1 23.75 1.0490 3-10 0.685 18.231 Total(Pt) Route 15 232 73-1 5.6 24.63 1 (See Notes) 2-0Sprinkler, 120 19.340 Route 16 E(2-0), T(5-0) 7-0 0.191248 -0.434 97 74-1 24.63 1.0490 9-0 1.721 20.628 Total(Pt) Route 16 222 73-1 5.6 24.73 1 (See Notes) 2-0 120 19.494 Route 17 Sprinkler, E(2-0), T(5-0) 7-0 0.192656 -0.434 72 74-1 24.73 1.0490 9-0 1.734 20.794 Total(Pt) Route 17 267 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.559 Route 18 Sprinkler, T(5-0) 5-0 0.193247 -0.434 110 74-1 24.77 1.0490 6-0 1.159 110 74-1 5.83 4 3-0 120 20.285 Flow (q) from Route 28 0.000409 111 74-1 30.59 4.0260 3-0 0.001 111 74-1 24.77 4 3-0 120 20.286 Flow (q) from Route 19 112 74-1 55.36 4.0260 3-0 0.001224 0.004 112 74-1 24.77 4 3-0 120 20.290 Flow (q) from Route 21 113 74-1 80.13 4.0260 3-0 0.002426 0.007 [A+y © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 13 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Len Nominal ID Fittings & Devices Equly. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent h) Fixed PressureLosses, when applicable, are added direct) to Y (Pf) and shown as a nes aKve spl..e Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction (� 113 74-1 24.77 4 2-3 120 20.297 Flow (q) from Route 22 0.003994 114 74-1 104.90 4.0260 2-3 0.009 20.306 Total(Pt) Route 18 274 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.560 Route 19 Sprinkler, T(5-0) 5-0 0.193258 -0.434 111 74-1 24.77 1.0490 6-0 1.160 20.286 Total(Pt) Route 19 240 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.562 Route 20 Sprinkler, T(5-0) 5-0 0.193282 -0.434 107 74-1 24.77 1.0490 6-0 1.160 20.289 Total(Pt) Route 20 275 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.563 Route 21 Sprinkler, T(5-0) 5-0 0.193290 -0.434 112 74-1 24.77 1.0490 6-0 1.160 20.290 Total(Pt) Route 21 296 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.570 Route 22 Sprinkler, T(5-0) 5-0 0.193353 -0.434 113 74-1 24.77 1.0490 6-0 1.160 20.297 Total(Pt) Route 22 299 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.622 Route 23 Sprinkler, T(5-0) 5-0 0.193823 -0.434 116 74-1 24.81 1.0490 6-0 1.163 20.351 Total(Pt) Route 23 236 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.634 Route 24 Sprinkler, T(5-0) 5-0 0.193935 -0.434 99 74-1 24.81 1.0490 6-0 1.164 20.364 Total(Pt) Route 24 304 73-1 5.6 24.83 1 (See Notes) 1-0 120 19.652 Route 25 Sprinkler, T(5-0) 5-0 0.194100 -0.434 117 74-1 24.83 1.0490 6-0 1.165 20.383 Total(Pt) Route 25 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 14 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 Lenth) Fixed Pressure when applicable, are added directly to (Pf) and shown as a ...1..t've ...1.- Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) Node 2 Eiev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) i (�) Friction(Pf) 311 73-1 5.6 24.90 1 (See Notes) 1-0 120 19.770 Route 26 Sprinkler, T(5-0) 5-0 0.195182 -0.434 131 74-1 24.90 1.0490 6-0 1.171 20.508 Total(Pt) Route 26 312 73-1 5.6 24.94 1 (See Notes) 1-0 120 19.839 Route 27 Sprinkler, T(5-0) 5-0 0.195806 -0.434 132 74-1 24.94 1.0490 6-0 1.175 20.580 Total(Pt) Route 27 109 74-1 18.45 4 2-5 120 20.285 Route 28 Flow (q) from Route 1 0.000019 110 74-1 5.83 4.0260 2-5 0.000 20.285 Total(Pt) Route 28 52 74-1 11.65 4 28-3 120 25.451 Route 29 Flow (q) from Route 33 0.000068 64 74-1 11.65 4.0260 28-3 0.002 64 74-1 7.60 4 45-4 120 25.453 Flow (q) from Route 32 0.000173 121 74-1 19.25 4.0260 45-4 0.008 121 74-1 12.44 4 (See Notes) 3-9 120 25.461 Flow (q) from Route 30 T(20-0) 20-0 0.000436 123 74-1 31.69 4.0260 23-9 0.010 123 74-1 70.72 6 (See Notes) 22-1 120 25.471 Flow (q) from Route 31 E(14-0) 14-0 0.000519 128 74-1 102.41 6.0650 36-1 0.019 128 74-1 19.79 6 11-11% 120 25.490 Flow (q) from Route 34 0.000720 28 74-1 122.20 6.0650 11-11% 0.009 25.499 Total(Pt) Route 29 53 74-1 4 (See Notes) 129-10 120 25.449 Route 30 E(10-0), T(20-0) 30-0 121 74-1 12.44 4.0260 159-10 0.000077 0.012 25.461 Total(Pt) Route 30 k, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 15 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv, Lengthe 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 ^�ga+tie va'••e FittingPf (Foot) Friction Loss Per Unit (PO() Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 25 74-1 238.36 6 (See Notes) 29-4 120 25.395 Route 31 Flow (q) from Route 1 2E(14-0) _ 28-0 0.000519 31 74-1 102.41 6.0650 57-4 0.030 31 74-1 6 (See Notes) 165-3 120 25.425 E(14-0) 14-0 0.000262 123 74-1 70.72 6.0650 179-3 0.047 25.471 Total(Pt) Route 31 32 74-1 4 28-3 120 25.443 Route 32 0.000187 53 74-1 20.04 4.0260 28-3 0.005 53 74-1 4 (See Notes) 88-10 120 25.449 T(20-0) 4EE(4-0), T(20-0) 56-0 0.000031 64 74-1 7.60 4.0260 144-10 0.004 25.453 Total(Pt) Route 32 31 74-1 4 (See Notes) 3-5 120 25.425 Route 33 T(20-0) T(20-0) 40-0 0.000436 32 74-1 31.69 4.0260 43-5 0.019 32 74-1 4 (See Notes)T(20-0) 84-6 120 25.443 E(10-0) 30-0 0.000068 52 74-1 11.65 4.0260 114-6 0.008 25.451 Total(Pt) Route 33 22 74-1 4 (See Notes)T(20-0) 302-1% 120 25.417 Route 34 6E(10 0), T(20-0) 100-0 0.000183 128 74-1 19.79 4.0260 402-1'4 0.073 25.490 Total(Pt) Route 34 g6,, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 16 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Equivale to Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Date: 11/7/2019 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 Ba1V C CV E Ee2 FDC flg 9 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 fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 11'/,° 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 © M.E.P.CAD, Inc. ;1 AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 17 Hydraulic Calculations for Project Name: DOUBLE TREE HOTEL RE-CALC Location: 16500 SOUTHCENTER PARKWAY, , TUKWILA, WA Drawing Name: XXXXX FPX.XX (double tree).cad Design Remote Area Number: Remote Area Location: Occupancy Classification: Commodity Classification: 1 - 8TH FLOOR ROOMS 8TH FLOOR ROOMS LIGHT HAZARD SPACING, OH -1 DENSITY DWELLING UNITS Density 0.130gpm/ft2 Area of Application: 2500.00ft2 (Actual 2637.34ft2) Coverage per Sprinkler: 100.00ft2 Type of sprinklers calculated: Pendent, Sidewall No. of sprinklers calculated: 27 No. of nozzles calculated: 0 In -rack Demand: N/A gpm at Node: N/A Hose Streams: 250.00 at Node: 1 Type: Total Water Required (including Hose Streams where applicable): From Water Supply at Node 1: 892.49 @ 127.657 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: Authority Having Jurisdiction: Notes: icj �--(pts Calculation Date: 11/7/2019 Allowance at Source (Safety Margin = 18.873 psi) M.E.P.CAD, Inc. MAutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR 11/7/2019 9:11:18AM Page 1 Hydraulic Graph z Job Name: DOUBLE TREE HOTEL RE-CALC Date: 11/7/2019 Remote Area Number: 1 - 8TH FLOOR ROOMS Water Supply Summary Sheet Node: 1 Static Pressure 150.000 Available Supply 892'49 � 1110.00 144.000 642.4 @47.65T ri892.49 with Hose Allowance at Source /stem demand curve 111111111 IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII 111111111 111111111 111111111 I 11111 11111111 N O co O f0 N OUOD _ pd - ajnssam co N 8 N 0 N N O N N 1- O N 11/7/2019 9:11:22AM AutoSPRINK 2019 v15.1.15.0 t&©M.E.P.CAD, Inc. ■ Summary Of Outflowing Devices Job Number: 04774C Report Description: Light Hazard (1 - 8TH FLOOR ROOMS Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Density (gpmpft2) Coverage (Foot) Sprinkler 214 20.77 18.72 5.6 13.751 0.144gpm/ft2 144.00ft2 Sprinkler 215 22.10 14.82 5.6 15.569 0.295gpm/ft2 74.92ft2 Sprinkler 218 23.07 13.00 5.6 16.976 0.231gpm/ft2 100.00ft2 Sprinkler 219 23.10 17.98 5.6 17.019 0.167gpm/ft2 138.33ft2 Sprinkler 222 24.73 13.00 5.6 19.494 0.247gpm/ft2 100.00ft2 Sprinkler 223 21.00 17.86 5.6 14.069 0.153gpm/ft2 137.38ft2 Sprinkler 228 23.75 13.00 5.6 17.980 0.237gpm/ft2 100.00ft2 Sprinkler 229 22.02 13.00 5.6 15.457 0.220gpm/ft2 100.00ft2 Sprinkler 232 24.63 13.00 5.6 19.340 0.246gpm/ft2 100.00ft2 Sprinkler 233 21.57 21.06 5.6 14.839 0.133gpm/ft2 162.00ft2 Sprinkler 236 24.81 13.00 5.6 19.634 0.248gpm/ft2 100.00ft2 Sprinkler 237 21.72 13.00 5.6 15.049 0.217gpm/ft2 100.00ft2 Sprinkler 240 24.77 13.00 5.6 19.562 0.248gpm/ft2 100.00ft2 Sprinkler 241 24.28 24.28 5.6 18.795 0.130gpm/ft2 186.75ft2 c Sprinkler 265 24.28 24.28 5.6 18.795 0.130gpmfft2 186.75ft2 Sprinkler 267 24.77 13.00 5.6 19.559 0.248gpm/ft2 100.00ft2 Sprinkler 274 24.77 13.00 5.6 19.560 0.248gpm/ft2 100.00ft2 Sprinkler 275 24.77 13.00 5.6 19.563 0.248gpm/ft2 100.00ft2 Sprinkler 296 24.77 13.00 5.6 19.570 0.248gpm/ft2 100.00ft2 Sprinkler 297 24.29 24.28 5.6 18.814 0.130gpm/ft2 186.75ft2 Sprinkler 298 24.29 24.28 5.6 18.817 0.130gpm/ft2 186.75ft2 Sprinkler 299 24.81 13.00 5.6 19.622 0.248gpm/ft2 100.00ft2 Sprinkler 304 24.83 13.00 5.6 19.652 0.248gpm/ft2 100.00ft2 Sprinkler 305 24.38 24.28 5.6 18.953 0.131gpm/ft2 186.75ft2 Sprinkler 306 24.38 24.28 5.6 18.960 0.131gpm/ t2 186.75ft2 Sprinkler 311 24.90 13.00 5.6 19.770 0.249gpm/ft2 100.00ft2 Sprinkler 312 24.94 13.00 5.6 19.839 0.249gpm/ft2 100.00ft2 b Most Demanding Sprinkler Data © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 11/7/2019 9:11:23AM Page 3 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Supply Analysis Node Name(psi) Static Residual Flow (psi) @ (gpm) Available Total Demand (psi) (gpm) Required Pressure (psi) 1 Water Supply 150.000 144.000 1200.00 146.530 892.49 127.657 Node Analysis Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gpm) Notes 1 -3-0 Supply 127.657 642.49 214 74-1 Sprinkler 13.751 20.77 Density: 0.144gpm/ft2 Coverage: 144.00ft2 215 74-1 Sprinkler 15.569 22.10 Density:0.295gpm/ft2 Coverage: 74.92ft2 218 73-1 Sprinkler 16.976 23.07 Density: 0.231gpm/ft2 Coverage: 100.00ft2 219 74-1 Sprinkler 17.019 23.10 Density: 0.167gpm/ft2 Coverage: 138.33ft2 222 73-1 Sprinkler 19.494 24.73 Density: 0.247gpm/ft2 Coverage: 100.00ft2 223 74-1 Sprinkler 14.069 21.00 Density: 0.153gpm/ft2 Coverage: 137.38ft2 228 73-1 Sprinkler 17.980 23.75 Density: 0.237gpm/ft2 Coverage: 100.00ft2 229 73-1 Sprinkler 15.457 22.02 Density: 0.220gpm/ft2 Coverage: 100.00ft2 232 73-1 Sprinkler 19.340 24.63 Density: 0.246gpm/ft2 Coverage: 100.00ft2 233 74-1 Sprinkler 14.839 21.57 Density: 0.133gpm/ft2 Coverage: 162.00ft2 236 73-1 Sprinkler 19.634 24.81 Density: 0.248gpm/ft2 Coverage: 100.00ft2 237 73-1 Sprinkler 15.049 21.72 Density: 0.217gpm/ft2 Coverage: 100.00ft2 240 73-1 Sprinkler 19.562 24.77 Density:0.248gpm/ft2 Coverage: 100.00ft2 241 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 265 74-1 Sprinkler 18.795 24.28 Density: 0.130gpm/ft2 Coverage: 186.75ft2 267 73-1 Sprinkler 19.559 24.77 Density: 0.248gpmfft2 Coverage: 100.00ft2 274 73-1 Sprinkler 19.560 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 275 73-1 Sprinkler 19.563 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 F&© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 4 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (psi) Discharge at Node (gpm) Notes 296 73-1 Sprinkler 19.570 24.77 Density: 0.248gpm/ft2 Coverage: 100.00ft2 297 74-1 Sprinkler 18.814 24.29 Density: 0.130gpm/ft2 Coverage: 186.75ft2 298 74-1 Sprinkler 18.817 24.29 Density:0.130gpm/ft2 Coverage: 186.75ft2 299 73-1 Sprinkler 19.622 24.81 Density: 0.248gpm/ft2 Coverage: 100.00ft2 304 73-1 Sprinkler 19.652 24.83 Density: 0.248gpm/ft2 Coverage: 100.00ft2 305 74-1 Sprinkler 18.953 24.38 Density: 0.131gpm/ft2 Coverage: 186.75ft2 306 74-1 Sprinkler 18.960 24.38 Density:0.131gpmfft2 Coverage: 186.75ft2 311 73-1 Sprinkler 19.770 24.90 Density: 0.249gpm/ft2 Coverage: 100.00ft2 312 73-1 Sprinkler 19.839 24.94 Density: 0.249gpm/ft2 Coverage: 100.00ft2 9 0-11% 82.906 10 -3-0 125.924 11 -3-0 127.650 16 -3-0 126.557 22 74-1 25.417 25 74-1 25.395 28 74-1 25.499 31 74-1 25.425 32 74-1 25.443 52 74-1 25.451 53 74-1 25.449 60 74-1 15.960 62 74-1 17.559 63 74-1 18.804 k,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 5 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 64 74-1 25.453 66 74-1 21.107 72 74-1 20.794 79 74-1 18.231 94 74-1 16.396 97 74-1 20.628 99 74-1 20.364 100 74-1 20.357 102 74-1 20.300 103 74-1 15.525 107 74-1 20.289 108 74-1 20.285 109 74-1 20.285 110 74-1 20.285 111 74-1 20.286 112 74-1 20.290 113 74-1 20.297 114 74-1 20.306 115 74-1 20.309 116 74-1 20.351 117 74-1 20.383 121 74-1 25.461 123 74-1 25.471 t & © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15. 11/7/2019 9:11:26AM Page 6 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Node Number Elevation (Foot) Node Type Pressure at Node (Psi) Discharge at Node (gPm) Notes 128 74-1 25.490 129 74-1 20.454 130 74-1 20.463 131 74-1 20.508 132 74-1 20.580 146 14-0 52.402 149 14-0 52.402 161 1-11% 78.633 181 2-111,4 123.031 185 2-11% 116.967 188 -2-2% 97.663 192 2-111/2 97.256 193 2-11% 105.101 ©M.E.P.CAD, Inc. ,a. AutoSPRINK 2019 v15.1.15. 1117/2019 9:11:26AM Page 7 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a Daga v- alu.• Fitting (Foot) Pf Friction Loss Per Unit i (Ps) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) 265 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 1 Sprinkler, T(5-0) 5-0 0.186253 109 74-1 24.28 1.0490 8-0 1.490 109 74-1 4 0-6 120 20.285 0.000160 108 74-1 18.45 4.0260 0-6 0.000 108 74-1 24.28 4 5-3 120 20.285 Flow (q) from Route 2 0.000758 107 74-1 42.73 4.0260 5-3 0.004 107 74-1 24.77 4 6-7 120 20.289 Flow (q) from Route 20 0.001766 102 74-1 67.50 4.0260 6-7 0.012 102 74-1 43.30 4 (See Notes) 2-10 120 20.300 Flow (q) from Route 7 E(10-0) 10-0 0.004419 100 74-1 110.79 4.0260 12-10 0.057 100 74-1 66.77 4 0-8 120 20.357 Flow (q) from Route 9 0.010573 99 74-1 177.56 4.0260 0-8 0.007 99 74-1 24.81 4 (See Notes) 9-7 120 20.364 Flow (q) from Route 24 E(10-0) 10-0 0.013468 97 74-1 202.37 4.0260 19-7 0 264 97 74-1 24.63 4 10-0 120 20.628 Flow (q) from Route 16 0.016656 72 74-1 227.00 4.0260 10-0 0.167 72 74-1 24.73 4 (See Notes) 5-6 120 20.794 Flow (q) from Route 17 E(10-0) 10-0 0.020167 66 74-1 251.73 4.0260 15-6 0.313 66 74-1 89.04 4 (See Notes) 101-5 120 21.107 Flow (q) from Route 8 T(20-0) 20-0 0.035315 25 74-1 340.77 4.0260 121-5 4.288 25 74-1 6 8-10% 120 25.395 0.002478 22 74-1 238.36 6.0650 8-101,4 0.022 �+ © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 8 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 a -1...J]ti"e va'u- Equiv. Length (Foot) Fitting (Foot) pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction 22 74-1 6 (See Notes) 306-3% 120 25.417 2GV(3-0), 2T(30-0), 3E(14-0), fT(30-0) 138-0 0.002111 26.048 149 14-0 218.56 6.0650 444-3% 0.938 149 14-0 423.92 6 0-0 120 52.402 Flow (q) from Route 3 0.015517 146 14-0 642.49 6.0650 0-0 0.000 146 14-0 4 (See Notes) 50-4'% 120 52.402 9fE(13-11), BV(16-8%), sCV(1 3-10), fT(22-3A), fT(27-10%) 206-2 0.081902 5.220 161 1-11% 642.49 4.3100 256-6% 21.010 161 1-111/2 4 (See Notes) 20-7 120 78.633 2fEE(5-3), 23-8Y2 0.086691 0.434 0-11% 642.49 4.2600 44-3% 3.840 9 0-11'% 4 (See Notes) 129-31/2 140 82.906 3LtE(10-012), CV(36-9%) 66-11 0.068246 1.366 188 -2-2% 642.49 4.2200 196-2% 13.391 188 -2-2'/2 4 (See Notes) 6-0 120 97.663 E(10-0), FDC 10-0 0.114147 -2.233 192 2-11'/2 642.49 4.0260 16-0 1.826 192 2-11% 4 (See Notes) 50-0 110 97.256 E(8-6) 8-6 0.134083 193 2-11'/2 642.49 4.0260 58-6 7.845 193 2-11% 4 (See Notes) 64 120 105.101 f(-10.000), E(10-0) 10-0 0.114147 -0.000 185 2-11% 642.49 4.0260 16-4 11.866 185 2-11% 4 (See Notes) 50-0 130 116.967 E(11-7) 11-7 0.098436 181 2-11% 642.49 4.0260 61-7 6.064 181 2-11'/2 6 (See Notes) 5-111/2 120 123.031 E(14-0) 14-0 0.015517 2.583 10 -3-0 642.49 6.0650 19-11/2 0.310 10 -3-0 6 (See Notes) 12-3Y2 140 125.924 52-0 -0.000 16 -3-0 642.49 6.2800 64-3Y2 0.009847 0.633 GV(4-81/2), T(47-3%) ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 9 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added thl lgs)tep Nominal ID Fittings & Devices Equw• 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 Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (4) Actual ID Total (Foot)(Psi) Friction(Pf) 16 -3-0 8 (See Notes) 358-7 140 126.557 E(30 -6A), GV(6-9%), T(59-4%) 96-8'/: 0.002402 11 -3-0 642.49 8.3900 455-3 1 094 11 -3-0 10 (See Notes) 8-0% 140 127.650 Water Supply 0.000844 1 -3-0 642.49 10.4000 8-0'� 0.007 250.00 127.657 Hose Allowance At Source Total(Pt) Route 1 1 892.49 241 74-1 5.6 24.28 1 (See Notes) 3-0 120 18.795 Route 2 Sprinkler, T(5-0) 5-0 0.186254 108 74-1 24.28 1.0490 8-0 1.490 20.285 Total(Pt) Route 2 297 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.814 Route 3 Sprinkler, T(5-0) 5-0 0.186434 114 74-1 24.29 1.0490 8-0 1.491 114 74-1 104.90 4 0-6 120 20.306 Flow (q) from Route 18 0.005871 115 74-1 129.19 4.0260 0-6 0.003 115 74-1 24.29 4 5-3 120 20.309 Flow (q) from Route 4 0.008075 116 74-1 153.48 4.0260 5-3 0.042 116 74-1 24.81 4 3-0 120 20.351 Flow (q) from Route 23 0.010654 117 74-1 178.29 4.0260 3-0 0.032 117 74-1 24.83 4 5-3 120 20.383 Flow (q) from Route 25 0.013559 129 74-1 203.11 4.0260 5-3 0.071 129 74-1 24.38 4 0-6 120 20.454 Flow (q) from Route 5 0.016723 130 74-1 227.49 4.0260 0-6 0.008 130 74-1 24.38 4 2-3 120 20.463 Flow (q) from Route 6 0.020189 131 74-1 251.88 4.0260 2-3 0.045 k, © M.E P.CAD, Inc. L AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 10 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step KO 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 directlyto (Pf) and shown as a n.hgati"e ..aiue Fitting (Foot) Pf Friction Loss Per Unit (Psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction ( 131 74-1 24.90 4 3-0 120 20.508 Flow (q) from Route 26 0.024036 132 74-1 276.78 4.0260 3-0 0.072 132 74-1 24.94 4 (See Notes) 116-5% 120 20.580 Flow (q) from Route 27 2EE(4-0), 3E(10-0), T(20-0) 58-0 0.028196 28 74-1 301.72 4.0260 174-5% 4.919 28 74-1 122.20 6 (See Notes) 69-0% 120 25.499 Flow (q) from Route 29 2GV(3-0), T(30-0), E(14-0) 50-0 0.007190 26.048 149 14-0 423.92 6.0650 119-0% 0.856 52.402 Total(Pt) Route 3 298 74-1 5.6 24.29 1 (See Notes) 3-0 120 18.817 Route 4 Sprinkler, T(5-0) 5-0 0.186459 115 74-1 24.29 1.0490 8-0 1.492 20.309 Total(Pt) Route 4 305 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.953 Route 5 Sprinkler, T(5-0) 5-0 0.187702 129 74-1 24.38 1.0490 8-0 1.502 20.454 Total(Pt) Route 5 306 74-1 5.6 24.38 1 (See Notes) 3-0 120 18.960 Route 6 Sprinkler, T(5-0) 5-0 0.187773 130 74-1 24.38 1.0490 8-0 1.502 20.463 Total(Pt) Route 6 233 74-1 5.6 21.57 1 (See Notes) 2-7 120 14.839 Route 7 Sprinkler, E(2-0) 2-0 0.149685 103 74-1 21.57 1.0490 4-7 0.686 103 74-1 21.72 1 (See Notes) 3-9'/z 120 15.525 Flow (q) from Route 11 T(5-0) 5-0 0.543134 102 74-1 43.30 1.0490 8-9'/Z 4 775 20.300 Total(Pt) Route 7 214 74-1 5.6 20.77 1 (See Notes) 8-10 120 13.751 Route 8 Sprinkler, E(2-0), T(5 0) 7-0 0.139505 60 74-1 20.77 1.0490 15-10 2.209 ©M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 11 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information , Node 1 Elev 1 (Foot) K -Factor Flow added this qs, step Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent Length) Fixed Pressure Losses, when applicable, are added directly to (Pf) and shown as a r 3 "eva1u- Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Frictlon(Pf) 60 74-1 22.10 1 3-0 120 15.960 Flow (q) from Route 13 0.533112 62 74-1 42.86 1.0490 3-0 1.599 62 74-1 23.07 1 Y, 4-0 120 17.559 Flow (q) from Route 14 0.311036 63 74-1 65.94 1.3800 4-0 1.244 63 74-1 23.10 1% (See Notes) 1-0 120 18.804 Flow (q) from Route 10 T(8-0) 8-0 0.255932 66 74-1 89.04 1.6100 9-0 2.303 21.107 Total(Pt) Route 8 223 74-1 5.6 21.00 1 (See Notes) 12-4 120 14.069 Route 9 Sprinkler, 2E(2-0) 4-0 0.142484 94 74-1 21.00 1.0490 16-4 2 327 94 74-1 22.02 1' (See Notes) 7-0 120 16.396 Flow (q) from Route 12 T(6-0) 6-0 0.141174 79 74-1 43.02 1.3800 13-0 1.835 79 74-1 23.75 1% (See Notes) 6-1% 120 18.231 Flow (q) from Route 15 T(8-0) 8-0 0.150260 100 74-1 66.77 1.6100 14-1% 2.126 20.357 Total(Pt) Route 9 219 74-1 5.6 23.10 1 (See Notes) 5-6 120 17.019 Route 10 Sprinkler, T(5-0) 5.0 0.169921 63 74-1 23.10 1.0490 10-6 1.784 18.804 Total(Pt) Route 10 237 73-1 5.6 21.72 1 (See Notes) 1-0 120 15.049 Route 11 Sprinkler, T(5-0) 5-0 0.151641 -0.434 103 74-1 21.72 1.0490 6-0 0.910 15.525 Total(Pt) Route 11 229 73-1 5.6 22.02 1 (See Notes) 1-10 120 15.457 Route 12 Sprinkler, E(2-0), T(5-0) 7-0 0.155438 -0.434 94 74-1 22.02 1.0490 8-10 1.373 16.396 Total(Pt) Route 12 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 12 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q) Nominal ID Fittings & DevicesLen Length (Foot) C Factor Total(Pt) Notes Fitting/Device /Device E uivalent 9 (Equivalent Fitting (Foot) Pf Friction Loss Per Unit Elev(Pe) th) Fixed Pressure Losses, Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Equiv. Length (Foot) Total (Foot) (psi) Friction(Pf) when applicable, are added directly to (Pf) and shown as - ao-'vn vwl;.e 215 74-1 5.6 22.10 1 (See Notes) 2-6 120 15.569 Route 13 0.156481 Sprinkler 60 74-1 22.10 1.0490 2-6 0.391 15.960 Total(Pt) Route 13 218 73-1 5.6 23.07 1 (See Notes) 1-0 120 16.976 Route 14 Sprinkler, T(5-0) 5-0 0.169519 -0.434 62 74-1 23.07 1.0490 6-0 1.017 17.559 Total(Pt) Route 14 228 73-1 5.6 23.75 1 (See Notes) 1-10 120 17.980 Route 15 Sprinkler, E(2-0) 2-0 0.178771 -0.434 79 74-1 23.75 1.0490 3-10 0.685 18.231 Total(Pt) Route 15 232 73-1 5.6 24.63 1 (See Notes) 2-0 120 19.340 Route 16 Sprinkler, E(2-0), T(5-0) 7-0 0.191248 -0.434 97 74-1 24.63 1.0490 9-0 1 721 20.628 Total(Pt) Route 16 222 73-1 5.6 24.73 1 (See Notes) 2-0 120 19.494 Route 17 Sprinkler, E(2-0), T(5-0) 7-0 0.192656 -0.434 72 74-1 24.73 1.0490 9-0 1.734 20.794 Total(Pt) Route 17 267 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.559 Route 18 Sprinkler, T(5-0) 5-0 0.193247 -0.434 110 74-1 24.77 1.0490 6-0 1.159 110 74-1 5.83 4 3-0 120 20.285 Flow (q) from Route 28 0.000409 111 74-1 30.59 4.0260 3-0 0.001 111 74-1 24.77 4 3-0 120 20.286 Flow (q) from Route 19 112 74-1 55.36 4.0260 3-0 0.001224 0.004 112 74-1 24.77 4 3-0 120 20.290 Flow (q) from Route 21 113 74-1 80.13 4.0260 3-0 0.002426 0.007 0±,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 13 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this step (q)Len Nominal ID Fittings & Devices Equiv. Length (Foot) Length (Foot) C Factor Total(Pt) Notes Fitting/Device (Equivalent h ) Fixed Pressure Losses, when applicable, are added directlyto (Pf) and shown as 2 ^egathe v""ue Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2(Foot) Elev 2 Total Flow (Q) Actual ID Total (Foot) Friction(Pf) 113 74-1 24.77 4 2-3 120 20.297 Flow (q) from Route 22 0.003994 114 74-1 104.90 4.0260 2-3 0.009 20.306 Total(Pt) Route 18 274 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.560 Route 19 Sprinkler, T(5-0) 5-0 0.193258 -0.434 111 74-1 24.77 1.0490 6-0 1.160 20.286 Total(Pt) Route 19 240 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.562 Route 20 Sprinkler, T(5-0) 5-0 0.193282 -0.434 107 74-1 24.77 1.0490 6-0 1.160 20.289 Total(Pt) Route 20 275 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.563 Route 21 Sprinkler, T(5-0) 5-0 0.193290 -0.434 112 74-1 24.77 1.0490 6-0 1.160 20.290 Total(Pt) Route 21 296 73-1 5.6 24.77 1 (See Notes) 1-0 120 19.570 Route 22 Sprinkler, T(5-0) 5-0 0.193353 -0.434 113 74-1 24.77 1.0490 6-0 1.160 20.297 Total(Pt) Route 22 299 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.622 Route 23 Sprinkler, T(5-0) 5-0 0.193823 -0.434 116 74-1 24.81 1.0490 6-0 1.163 20.351 Total(Pt) Route 23 236 73-1 5.6 24.81 1 (See Notes) 1-0 120 19.634 Route 24 Sprinkler, T(5-0) 5-0 0.193935 -0.434 99 74-1 24.81 1.0490 6-0 1.164 20.364 Total(Pt) Route 24 304 73-1 5.6 24.83 1 (See Notes) 1-0 120 19.652 Route 25 Sprinkler, T(5-0) 5-0 0.194100 -0.434 117 74-1 24.83 1.0490 6-0 1.165 20.383 Total(Pt) Route 25 M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 14 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 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 (Pf) directly to and shown as o (Pf). shown ava o Fitting (Foot) Pf Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (Q) Actual ID Total (Foot) Friction Friction( 311 73-1 5.6 24.90 1 (See Notes) 1-0 120 19.770 Route 26 Sprinkler, T(5-0) 5-0 0.195182 -0.434 131 74-1 24.90 1.0490 6-0 1.171 20.508 Total(Pt) Route 26 312 73-1 5.6 24.94 1 (See Notes) 1-0 120 19.839 Route 27 Sprinkler, T(5-0) 5-0 0.195806 -0.434 132 74-1 24.94 1.0490 6-0 1.175 20.580 Total(Pt) Route 27 109 74-1 18.45 4 2-5 120 20.285 Route 28 Flow (q) from Route 1 0.000019 110 74-1 5.83 4.0260 2-5 0.000 20.285 Total(Pt) Route 28 52 74-1 11.65 4 28-3 120 25.451 Route 29 Flow (q) from Route 33 0.000068 64 74-1 11.65 4.0260 28-3 0.002 64 74-1 7.60 4 45-4 120 25.453 Flow (q) from Route 32 0.000173 121 74-1 19.25 4.0260 45-4 0.008 121 74-1 12.44 4 (See Notes) 3-9 120 25.461 Flow (q) from Route 30 T(20-0) 20-0 0.000436 123 74-1 31.69 4.0260 23-9 0.010 123 74-1 70.72 6 (See Notes) 22-1 120 25.471 Flow (q) from Route 31 E(14-0) 14-0 0.000519 128 74-1 102.41 6.0650 36-1 0.019 128 74-1 19.79 6 11-11% 120 25.490 Flow (q) from Route 34 0.000720 28 74-1 122.20 6.0650 11-11% 0.009 25.499 Total(Pt) Route 29 53 74-1 4 (See Notes) 129-10 120 25.449 Route 30 E(10 0), T(20 0) 30-0 121 74-1 12.44 4.0260 159-10 0.000077 0.012 25.461 Total(Pt) Route 30 a6,© M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 15 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 Pipe Information Node 1 Elev 1 (Foot) K -Factor Flow added this gs)tep 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 s peg,t". value FittingPf (Foot) Friction Loss Per Unit (psi) Elev(Pe) Node 2 Elev 2 (Foot) Total Flow (COActual ID Total (Foot) Friction(Pf) 25 74-1 238.36 6 (See Notes) 29-4 120 25.395 Route 31 Flow (q) from Route 1 2E(14-0) 28-0 0.000519 31 74-1 102.41 6.0650 57-4 0.030 31 74-1 6 (See Notes) 165-3 120 25.425 E(14-0) 14-0 0.000262 123 74-1 70.72 6.0650 179-3 0.047 25.471 Total(Pt) Route 31 32 74-1 4 28-3 120 25.443 Route 32 0.000187 53 74-1 20.04 4.0260 28-3 0.005 53 74-1 4 (See Notes)T(20-0) 88-10 120 25.449 4EE(4-0), T(20-0) 56-0 0.000031 64 74-1 7.60 4.0260 144-10 0.004 25.453 Total(Pt) Route 32 31 74-1 4 (See Notes)T(20-0) 3-5 120 25.425 Route 33 T(20-0) 40-0 0.000436 32 74-1 31.69 4.0260 43-5 0.019 32 74-1 4 (See Notes) 84-6 120 25.443 T(20-0) E(10-0) 30-0 0.000068 52 74-1 11.65 4.0260 114-6 0.008 25.451 Total(Pt) Route 33 22 74-1 4 (See Notes) 302-1% 120 25.417 Route 34 T(20-0) 6E(10-0), T(20-0) 100-0 0.000183 128 74-1 19.79 4.0260 402-1% 0.073 25.490 Total(Pt) Route 34 (�, © M.E.P.CAD, Inc. AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 16 Job Name: DOUBLE TREE HOTEL RE-CALC Remote Area Number: 1 - 8TH FLOOR ROOMS Date: 11/7/2019 '[Equivalent Pipe Lengths of Valves and Fittings (C=120 only) C Value Multiplier Actual Inside Diameter 4.87 = Factor Schedule 40 Steel Pipe Inside Diameter Value OfC 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 Turn 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 fT GV HV mecT P2 PrV S Spr Tr WMV Bushing Butterfly Valve Cross Run Dry Pipe Valve 111/4° 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 [y © M.E.P.CAD, Inc. k AutoSPRINK 2019 v15.1.15.0 1 - 8TH FLOOR ROOMS 11/7/2019 9:11:29AM Page 17 to5C Pk -y Configure Circuits Print Page Wire resistances are based upon an ambient temperature of 72 degrees F. Because of Global Pro Va Icti SILENT ,N T ?foJecf Doubletree ,t t t t 24 } ItiN IC:I I"l'arif�� Project Beam.Smoke Add # i 5 5495 Power Expander Calculations 1'rt}pa ��. Ron Ma nard 11/11/2015 ,,1 ,, 1 1 2 Version 02 18 09 -� �0 ,r Model �� 1 .A:5 Z z h Yom'. •1 1 D::: 5495 5495 ��ie ..� _ nL FLOOR 2 1 Volts 24 Ilil ti' .,. � ,mow Clit.# Circuit Name Current Draw Wire AWG Ohms P sr Standby Alarm Typeu 1000Et 6 ft) ct Cl ay, 5 5495 Pwr Module f 1 0.075 0.205 ' 4 nz: '" - `� Spare 0.000 0.000 #12 Solid 959. B.� ���"'""""� '`..r 0.00% 0.00%0 tV1� #2; ` Spare 0.000 0.000 #12 Solid 1.59 .0 Ot �, .it. ; r t , 0.00% 1AC#;i „ Spare 0.000 0.000 #12 Solid 1.59_ 000 .t 20.40 x 0.00% #4' Spare 0.000 0.000 #12 Solid 1'59 000 0.00% Aux Beam Smoke Detectors 0.108 0.194 #14 Solid 252 500 2.52 ... 19.91' 2.40% Total Standby Current (Amps) 0.183 0,399 Total Atarm"Current.kkAmps) : f Standby Time In Hours 24 0.083 Alarm Time In Minutes/0; (5Mins) Total Standby AH Required 4392 0.083 Total Alarm AH ReaQ ., .r.,_ -. Total Combined AH Required 4+43 ;` Multiply By The Derating Factor 1.20 Wire resistances are based upon an ambient temperature of 72 degrees F. Because the difference Minimum Battery AmpHours Required 5.31:.. of minimal between solid and stranded wire no differential was made. Configure Circuits Print Page Wire resistances are based upon an ambient temperature of 72 degrees F. Because of Ckt. Number: Aux Ckt. Name: Beam Smoke Detectors Qty Device 4 2 System Sensor Beam1224 System Sensor EOLR Relay Unused Unused tLQ QO 5c— Piety Panel ID: 5495 Max Circuit Current: Current DrawEach 3tertdby 0.017 0.020 0.000 0.000 arrant Draw Total ey, AI�srin 20 0,000 0.000 Totals 0.108 0.194 January 18, 2019 NORTHWEST 111E SYSTEMS Saving Lives. Protecting Property To: Tukwila Fire Prevention RE: DoubleTree Suites 16500 Southcenter Parkway Tukwila, WA 98188 Subject: Scope of Work for fire alarm systems IT Without Comments 0 As Noted in Red o Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City scandards. Acceptance is subjec toairors and omissions which do not authorize v'oi?loris of adoptee 7tandards and ordinances The respu-slnllity for tre 0 iequacy of design resi_c rJtaily wVth 0,2 4e, finer. ,41oditions, deletions r'- en,tsions to rnest drawings alta this date will void this ,,ccceptance and wiII require a resubmittal or reviser ,;J -alines for subsequent approvQ„ Final acceptance s. lb;eci co field test and inspection o The Tukwila I-, -r. Prevention Bureau. Date: l' By: Non -monitored stand-alone system for guest room smoke detectors: 1. Replace the existing conventional fire alarm control panel (FACP) with a new Silent Knight addressable system. One SLC circuit will monitor floors 1 and 2 smoke detectors. 2. Install three 6815 SLC expanders. Each 6815 will monitor 2 floors each, i.e. 3 & 4, 5 & 6, 7 & 8. 3. Two new power supplies (8 circuits) will be installed to power the notification of the sounders for the smoke detectors. Each NAC circuit will provide power for one floor of the sounders only. 4. Replace remote annunciator at main front desk. 5. Replace all existing smoke detectors within the guest rooms. The new addressable smoke detectors will be report by room number to the remote annunciator. Main monitored system for the building: Replace all existing common area addressable smoke detectors and heat detectors with like for like. Install a new AES Radio for off-site monitoring of main buildings FACP. NOTE: Location of all existing devices that will be replaced are to remain the same. No other existing devices, whether initiating or notification, will be removed, relocated nor will additional devices be added to the systems. J:C... P, FIRE DEN,RT i : r c s< 2O5 -57S-67107 and ji% ' ):; Fir c Permit No. /q -F- ops' pa .slyut- 0.1:'s PAID JAN F 2 2019 TU KWILA FIRE ec 22645 83rd Ave South Bldg. D, Kent, WA 98032 • Office: 206.772.7502 • Fax: 206.772.7504 • www.nwfiresystems.com Project Name: Batte Calculation Worksheet SEI Project No. Calculation by: Circuit �ou41���e.e lei awe\qp (7) vt 4(.1%4s Date: Supervised Current Qty Total Supv. Current Alarm Current Qty 1-zs l X25 129,2 SMw�e ar� 2Sy Neal tf OOCQ4 1 , 0 031 •3,30 Total Alarm Current g0 . vp3\S \11tOp Dvtk b-ytkor ot-111,1 \a 04-, -1,•.\,Q °etc s ,\q Subtotals Total Supv. Amps Supervised Current f)-1.,615 Calculations Total Hours Alarm Current Total Alarm Amp Total Hours Supervised A.H. Safety Factor 5, 411, 1.2 Total Required A.H. Alarm A.H. .83 '.soy I Safety Factor Amphours Batte Size Used ya 316 - Subtotal Amphours �•9l� Am • hours Project Name: SEI Project No. Calculation by: Circuit Batte Calculation Worksheet ',.4'x..\1 ekQ b0,40 Supervised Qty Current Date: Total Supv. Current Alarm Qty Current ,115 2'L � L%51-1 \\j A� 1 coo E.S s .380 Total Alarm Current O(�c�1s Ick 1 ,00BcS D!\L1o0 tlhwuhct,�or �zs � Lk te\(..,\ Ski • a25 e - ._ as 36,o 1 .lye 1g ,3Sp Subtotals Total Supv. Amps Total Hours Supervised A.H. Safety Factor Total Required A.H. Supervised Current y5 g5s Alarm Current \1•O\b Calculations Total Alarm Amp Total Hours Alarm A.H. I Safety Factor Amphours Batte Size Used L*.tk 14„, -- 3'21 2.V gss Subtotal Amphours \z. OA\ 1s•yoq Am hours i Norita Deckard From: Sent: To: Subject: Attachments: Norita, Leanne Jones <Ijones@cascadealarm.com> Thursday, November 14, 2013 3:13 PM Norita Deckard FW: Shutdown Number request NFPA 13 - 8.15.5.pdf FLEPY Thanks for your help on this. We are looking for a shutdown number so we can complete this work tomorrow. In a nutshell, Doubletree is doing an elevator upgrade project. (by Thyssen Krupp). We are looking to remove the sprinklers in the shaft & Pit tomorrow. Capt. McCoy asked for cut sheets, etc (see below) which apparently don't exist. Minho, with Thyssen Krupp, had left a message today for McCoy, but he's not in. The information I received, in response to McCoy's request was: "This is an existing hoistway. Elevators are electric. Elevators are cable traction We are using traditional wire ropes for suspension not fiber belts. The pit is of concrete walls and floor. Nothing is stored there. No oil present.. All other devices are to stay in existing places in shaft. Shaft inspected by owner" For the sprinkler side, I can be reached at 206-255-6627. For elevator questions, Minho, at Thyssen is the expert at 425- 518-7877. 1 have also attached the NFPA spec I had sent to McCoy and Al, in Thanks! Leanne Jones Cascade Alarm, LLC 206-767-5800x103 ljones@cascadealarm.com From: Patrick McCoy [mailto:Patrick.McCoy@TukwilaWA.gov] Sent: Wednesday, November 13, 2013 9:40 AM To: 'Ijones@cascadealarm.com' Subject: RE: Shutdown Number request casfftlla FrittEPARDIENT Please call 206-5754407 and give this Fire Permit No. - s - 271.3 and exact address for sheer down or restoration approval. Hi there! I need the cut sheets for the elevator and its cabling . And what type shaft? Who did the shaft inspection? Thanks Pat From: Leanne Jones[mailto:ljones@cascadealarm.com] Sent: Tuesday, November 12, 2013 4:08 PM To: Patrick McCoy Subject: Shutdown Number request Captain Mccoy, 1 5LA 1 ILL t7/ t 5 Y5 77M5 INC P.O. Box 48019 Seattle, WA. 98148 Office: 206-988-8741 Fax: 206-988-1414 Mobile: 206-601-2387 E-Mail:mversoil @comcast.net August 16, 2011 To: Tukwila Fire Department RE: Doubletree Hotel Southcenter Gentlemen, we were recently asked to take part in a small alteration in the restaurant at the Doubletree Hotel. The alteration required the addition of a single pendent sprinkler head in a corridor due to the extension of the wall from 4'0" high to full height extending to the ceiling. All the work was in an area with a sheetrock ceiling. This prevented us from being able to see the existing sprinkler system piping to allow us to draw an as -built for submittal for permit. There was an access panel (24"X24") we were able to use to access the piping, and luckily there was a branch line within 18" of this panel and where the new sprinkler head was needed. We drilled the 1-1/4" pipe with a 1-1/4"x1" mechanical tee and added a 10" arm over with a 90 degree elbow, and an 8" drop with a 165 degree standard response, chrome, K= 5.6 fusible link pendent sprinkler head to match the sprinkler heads in this area. All of this is normal with the exception of not being able to draw much of the existing system due to limited accessibility and visibility. We have provided a cut sheet of the material we used as a limited submittal package for permit. We hope this will be acceptable given the limited accessibility and scope of work. Owner/Operator Seattle Fire Systems, Inc. WA. State Contractor's license #: SEATTFS99282 PAID AUG 23 2011 TUKWILA FIRE 4f73 x ('v ANNA -Star' FIG. MT -90 Threaded Mechanical Branch Tee Fire Products Division of Anvil International ILWIL Note: Tighten nuts alternately to a recommended torque of 18-22 ft. -Ib . (25-30 Nm) on pipe wall less than schedule 10 (Din 2440) or 23-27 ft. -lbs. (31-37 Nm) on pipe walls schedule 10 (DIN 2440) and above. 5/09 A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok® XtremeT"" Lubricant is required. MT - 90 BSP THREADED MECHANICAL BRANCH TEE Nominal Size Pipe O .D. Hole Dimensions Max. Working Pressure Dimensions Approx. Wt. Ea. Min. Diameter Max. Diameter A 8 E T Take-out In./DN(mm) In./mm In./mm In./mm PSI/bar In./mm In./mm In./mm In./mm Lbs./Kg 1'/e x'/2 1.660 x 0.840 13/16 15/16 300 2'%a 31/2 21/4 1% 0.8 32 x 12 42.4 x 21.3 30 33 20.7 54 89 57.2 42 0.4 11/4 x1/4 1.660 x 1.050 13/46 13/46 300 2'/s 31/2 21/4 15 0.8 32 x 19 42.4 x 26.7 30 33 20] 54 89 57.2 42 0.4 11/4 x 1 1.660 x 1.315 13/46 15/66 300 21/4 31/2 21/4 11/4 1.1 31 x 2.5 47.4 x 33.7 30 33 20.7 58 89 57.7 41 0.5 11/2 x1/2 1.900 x 0.840 13/16 15/16 300 21/4 3/ 21/4 13/4 0.8 40 x 12 48.3 x 21.3 30 33 20.1 57 89 57.7 48 0.4 11/2 x 3/4 1.900 x 1.050 13/16 13/46 300 21/4 31/2 21/4 13/4 0.9 40 x 19 48.3 x 26.7 30 33 20.7 57 89 51.2 48 0.4 11/2 x 1 1.900 x 1.315 13/6 13/46 300 237E 31/2 21/4 13/4 1.1 40 x 25 48.3 x 33.7 3(1 33 20.7 61 89 57.7 48 0.5 2 x1/2 2.375 x 0.840 13116 13/46 300 21/2 3% 21/4 2 0.9 50 x 17 60.3 x 21.3 30 33 20.7 64 95 57.2 51 0.4 2 x 3/4 2.375 x 1.050 13/46 15/6 300 21/2 33/ 21/4 2 0.9 50 x19 60.3 x 26.7 30 33 201 64 95 51.2 51 0.4 2 x 1 2.375 x 1.315 13/6 15/i6 300 25 3% 21/4 2 1.1 50 x 25 60.3 x 33.7 30 33 20.7 6/ 95 57.2 50 0.5 3 0.D. x'h 2.996 x 0.840 13/6 15/16 300 2'/s 41/4 21/4 23 0.9 76.1 x 12 76.1 x 71.3 30 33 20.7 73 108 57.2 59 0.4 3 0.0. x 3/1 2.996 x 1.050 13/6 15/6 300 22 41/4 21/4 2% 0.9 76.1 x 19 76.1 x 16.7 30 33 20.7 73 108 57.2 59 0.4 3 0.0. x 1 2.996 x 1.315 13/6 15/6 300 3 41/4 21/4 21/4 1.1 76.16 25 76.1 x 33.7 30 33 20.7 76 108 57.2 58 0.5 Note: Tighten nuts alternately to a recommended torque of 18-22 ft. -Ib . (25-30 Nm) on pipe wall less than schedule 10 (Din 2440) or 23-27 ft. -lbs. (31-37 Nm) on pipe walls schedule 10 (DIN 2440) and above. 5/09 A WARNING For dry pipe systems and freezer applications lubrication of the gasket is required, Gruvlok® XtremeT"" Lubricant is required. thi Without Comments Q As Noted in Red Q Per The Attached Letter iPce plans have been reviewed by The Tukwila Fire -ention Bureau for conformance with current City ndards. AcceptancF is rub,c: to errors and r+,.,sions which do nct ,,Jt^o+ire violations of adopted -ndards and urdinanc s. The responsibility for the .!quacy of design rests totally with the designer. ,tons, deletions c revisions to these orawings after date will void this ;acceptance and will require a +esubmittai of revised drawincs for subsequent approval. +nal acceptance is subject to field test and inspection by +e Tukwila Fire Prevention Bureau. gate: ).(1`(( By: /1-3_(c1 1 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and g)ie this Fire Permit No. and exact address for shut- d3wn or restoration approvzl. October 11, 2010 Fire Prevention Services, Inc. 10520 SE 200th St., Kent, WA 98031 Tel. (253) 520-8392 - Fax (253) 850-1099 :A•A ALA FIRE DEPART444911 Please catl: 575.4407. Ind give this joie No. I 0 — - 2 Z1p and exact address for shut fir' or restoration approve!: FIRE SUPPRESSION SYSTEM UPGRADE APPLICATION DRY CHEMICAL SYSTEM TO WET CHEMICAL SYSTEM THAT MEETS THE STANDARD OF A UL300 IN COMPLIANCE WITH NFPA 96 /17A. The current kitchen range hood fire suppression system coverage for the kitchen appliances is an ANSUL R101 Dry Chemical System which was grandfathered sometime in the past. The current distribution system piping (Galvanized) will be dismantled and or eliminate completely. Any metal holes originated from the old system will be patched with solid metal plug in compliance with the applicable installation requirement of the system and of the NFPA 96/17A. VA -J. System upgrade location is at: Double tree inn and suites 16500 Southcenter Parkway Tukwila, WA 98188 Attention: Jack Oconner Chief engineer/Facilities Director Application is submitted in three (3) sets of plan for review and approval with the required attachment of the system installation requirement of the ANSUL system for reference. ,cause of increased dement! r'?r inspectors' schedules are boo;.. ., FIRE PREVENTION SVCS, INC. 10520 SE 200 ST. KENT days ahead. Therefore, you w.;, .. • WA. 98031 to call 206-575-4407 or email fireinsprequestC&ci.tukwila.wa.us r .� schedule your inspections a m: of 48 hours in advance of the t. ; �a a nspectiori, PAID OCT 12 2010 TUKWILA FIRE A ho '`Ys voc / Tire Prevention Services, Inc. 10520 SE 200th St., Kent, WA 98031 Tel. (253) 520-8392 - Fax (253) 850-1099 Gas Shut Off Manual Pull 48" above Ground NFPA 96-17A # zW i yw 1N IN N • ?A© a40 • 0 n / / art 210 2.goi 410 'V t.1 0 0 Drs 00 00, 0e // Deep Fat Fryer 16" Griddle 48" V/ 0 0 0 0 Range 60" Nozzle height to top of cooking appliance 15" minimum - 50" maximum All piping "Black" 3/8 diameter pipe with chrome sleeves. FIRE SUPPRESSION SYSTEM UPGRADE APPLICATION FROM DRY CHEMICAL TO WET CHEMICAL UL300 40, System Information: ANSUL AUTOMAN Regulated Release Assembly (Mechanical) Nitrogen Cartridge (Double size or LT -A-101-30) ANSULEX Low ph liquid fire suppressant Two (2) Tank enclosure assembly ( # gallon each SS tank) Discharge Nozzles Detection Components (Existing from previous system R101) Maximum flow points allowed = 33 flow points. Total combined flow points utilized = 30 flow points. APPLICANT DOUBLE TREE INN Sr SUITES 16500 Southc enter Parkway Tukwila, WA 98188 Attention : Jack Occoner Chief Engineer/Facilities Dir. INSTALLER Y Grill 36" FIRE PREVENTION SERVICES, INC. 10520 SE 200th St., Kent, WA 98031 TeL (253) 520-8392 Fax ( 253) 850-1099 Alex Jamito SCPJ06150 FIRE PREVENTION SVCS, INC. 10520 SE 200'" St KENT WA. 98031 • o \t 240 • 290 'coZ{y 2Qa s FoorGDK4 Ho ad Oven Oven Range Fryer Back Prep Hood cook line appliance & aoszie arrangement Tilt Skillet SECTION IV — SYSTEM DESIGN UL EX. 3470 ULC CEx747 Page 4-12 REV. 5 10-1-02 Multiple Nozzle Fryer Protection — Tilt Skillet / Braising Pan Protection for tilt skillets or braising pans is to be based upon the coverage limitations provided for deep fat fryer protection. Refer to Section IV, DESIGN, starting on Page 4-10, for maximum fryer nozzle coverages and maximum fryer nozzle height limitations. Although the maximum 6 sq. ft. total surface cooking area require- ment applies to fryer protection, it does not apply to tilt skillets or braising pans. Each tilt skillet/braising pan protected module must not exceed the fryer limitations for "MAXIMUM SIZE MODULE OVERALL WITH DRIPBOARD" coverage per nozzle as described in Table on Page 4-11. lilt skillets and braising pans generally utilize a hinged cover. Fryer protection nozzles are to be placed toward the front of the appliance to minimize the potential for the tilt skillet or braising pan cover to interfere with the nozzle discharge. See Figure 25. COVER MUST NOT INTERFERE WITH NOZZLE DISCHARGE 4i1PA*14? 000011 THE NOZZLE IS TO BE PLACED TOWARD THE FRONT OF THE APPLIANCE TO MINIMIZE THE POTENTIAL FOR THE SKILLET OR BRAISING PAN COVER TO INTERFERE WITH THE NOZZLE DISCHARGE. COVER MUST NOT �a INTERFERE WITH EDGE i/ OF DISCHARGE PATTERN /� / i ii1 i / FOR MINIMUM i / AND MAXIMUM NOZZLE HEIGHTS, REFER / TO FRYER NOZZLE PARAMETERS / 000071 FRYER NOZZLE USED FOR TILT SKILLET OR BRAISING PAN PROTECTION MUST BE POSITIONED NEAR THE FRONT EDGE OF THE PAN AND AIMED AT THE FRONT TO BACK CENTERLINE OF THE PAN. THE DISCHARGE FROM THE NOZZLE(S) MUST COMPLETE- LY CLEAR THE PAN COVER WITH AN UNOBSTRUCTED VIEW TO THE BACK OF THE PAN. FIGURE 25 CCEPT Without Comments D As Noted in Red D Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current City stzndards. 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, deletions or revisions to these drawingsafter this date will vold this acceptance and will require a resubmittal of revised drawings for subsequent approval. i• final acceptance is subject to field test and inspection by Tree Tukwila Fire Prevention Bureau. Date:,�t0 By: c�'a1 FAA5 ( Cascade Alarm P.O. BOX 7459 - KENT, WASHINGTON 98042 PH: 206-767-5800 EXT # 2 FAX: 253-630-4851 www.cascadealarm.com Letter of Transmittal To: Tukwila Fire Dept. From: Greg Dunk Attn: Fire Prevention Pages: 1 Phone: Date: 8-9-10 Re: DoubleTree CC: 16500 Southcenter Parkway 0 Urgent 0 For Review 0 Please Comment 0 Please Reply 0 Please Recycle • Comments: SCOPE OF WORK LETTER Proposed work for the DoubleTree is to provide 18X4 fire wire for replacement RTU and install SD-500MIM to tie into existing Fire Alarm Panel with unique address. Update central station for new zone and description. Test and call FD when ready for final. Th kktYo��u,,, %)14 Greg Dunk Sales/Service (206) 767-5800 ext.109 PAID AUG - 9 2010 TUKWILA FIRE `#�lelQ37 17Y CUTE Without Comments o As Noted in Red ❑ Per The Attached Letter These plans hP, Prevention Bur. standards. Acc • omissions whh: szandards anc • • i esponsibility for the adequacy of des •ocaliy with the designer. kfditions, deletion ur revisions to these drawingsafter this date will vold this acceptance and will require'a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test a,.1 Inspection by The Tukwila Fire Prevention Bureau.Al/n Date: � -10 1 O By: s,/ f r. ved by The Tukwila Fire . i 16rice with current City ec to errors and voohtions of adopted iliiitMILA FIRE DEPARTt Please call: 575•e and give this job and exact address for shut, flown or restoration aDOMic, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of , Alarm and Dei ems. Failure c -esult in a Re -ink ,, ee and germination of the testina. - Global Project Values. ili Project Name: Standby Hours: 24 tSILENT KNIGI IT Project ID:ISouth Center Double Tree Alarm Mins: 5 Prepared By: SAM Derating Factor. 1.2 5820XL Calculations Date: 6/1/2007 Voltage Drop Warning Threshold %' 10 Panel ID: 5820XL Model: 5820XL Add. Fire Alarm Control Panel Max NAC Current: 3.0 Amps Location: Fire Control Room Volts: 24 VDC Max Panel Current: 5.0 Amps Current Draw Ckt.# Circuit Name Qty Standby Alarm Wire AWG Ohms Per Length(ft) Actual Volts & Type 1000 Ft. One -Way Ohms EOL �oDrop 5820XL 5820XL CTRL Panel 1 0.215 0.385 , SLC -DEV Addrsbl SLC Devices 251 0.138 0.138 5815XL SLC Loop Expander 2 0.110 0.110 5860 LCD Remote Annunc 1 0.020 0.025 5824 Serial/Parallel Module 0.000 0.000 5895XL Power Expander 0.000 0.000 5865-4 LED Annunciator (4G) 0.000 0.000 5865-3 LED Annunciator (3G) 0.000 0.000 5880 LED Driver Module 0.000 0.000 SD505-6SB Sounder Base 0.000 0.000 SD505-6RB Relay Base 0.000 0.000 SD -Duct Duct Hsg w/Relay 0.000 0.000 5883 Relay Module 0.000 0.000 PGM -I/O #1 Notification Appl Circuit 0.000 0.980 #14 Solid 2.52 300 1.51 18.92 7.26% PGM -I/O #2 Notification Appl Circuit 0.000 0.980 #14 Solid 2.52 350 1.76 18.67 8.47% PGM -I/O #3 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #4 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #5 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% PGM -I/O #6 Notification Appl Circuit 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% Total Standby Current (Amps) 0.483 2.618 Total Alarm Current Amps) Standby Time In Hours 24 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 11.593 0.218 Total Alarm AH Required Total Combined AH Required 11.81 Command Shortcuts Multiply By The Derating Factor - 1.20 r - - Minimum Battery AmpHours Required 14.17 Configure Circuits I Print Page SILENT KNIGII'I' 5499 Power Expander Ca;culations - Global Project Values. Project Name: Project ID: Prepared By: Date: South Center Double Tree SAM 6/13/2007 Standby Hours: Alarm Mins: Derating Factor: Voltage Drop Waming Threshold % 60 5 1.2 10 Panel ID: Location: Model: Silent Knight 5499 Power Expander Max Circuit Current: 3 Amps Volts: 24 VDC Max Panel Current: 9 Amps 5499(1) Current Draw Wire AWG Ohms Per Length(ft) Actual Volts © %Drop Circuit Name Standby Alarm & Type 1000 Ft. One -Way Ohms EOL p 1 5499(1) Circuit 1 0.000 1.477 #14 Solid 2.52 180 0.91 19.06 6.57% 2 5499(1) Circuit 2 0.000 2.651 #14 Solid 2.52 150 0.76 18.40 9.82% 3 5499(1) Circuit 3 0.000 1.474 #14 Solid 2.52 260 1.31 18.47 9.47% 4 5499(1) Circuit 4 0.000 1.266 #14 Solid 2.52 160 0.81 19.38 5.00% Aux 5499(1) Aux Power Out 0.000 0.000 #12 Solid 1.59 1.59 0.00 20.40 0.00% 5499 5499 Power Expander 0.075 0.205 6.868 (Amps) Total Output Power Required Total Standby Current (Amps) 0.075 7.073 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Time In Hours 60 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Standby AH Required 4.500 0.589 Total Alarm AH Required Total Combined AH Required 5.09 Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire Multiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 6.11 Panel ID: 15499(2) L. -tion: Model: Silent Knight 5499 Power Expander Max Circuit Current 3 Amps Volts: 24 VDC Max Panel Cu - . • Amps Ckt. • Current Draw Wire AWG Ohms Per Length r • ctual Volts @ %Dro Circuit Name Standby Alarm & Type 1000 Ft. 1 • ' ay Ohms EOL p 1 . ' •(2) Circuit 1 0.000 0.000 #12 Solid 1. • 0.00 20.40 0.00% 2 5499 - Circuit 2 0.000 0.000 #12 Solid 1.59 0.00 20.40 0.00% 3 5499(2) it 3 0.000 0.000 #14 Soli • = 1.59 0.00 20.40 0.00% 4 5499(2) Cir ' 4 0.000 0.000 olid 1.59 0.00 20.40 0.00% Aux 5499(2) Aux Po , Out 0.000 6 • .1 #12 Solid 1.59 0.00 20.40 0.00% 5499 5499 Power Expan. - 0.6 = 0.205 0.000 (Amps) Total Output Power Required Total Standby Current (• • • 0.075 0.205 Total Alarm Current (Amps) of 72 degrees F. Because of no differential was made. Standby Ti ou 60 0.083 Alarm Time In Minutes / 60 (5 Mins) Total Sta • . H Required , . 66 0.017 Total Alarm AH Required To .- ' • mbined AH Required Wire resistances are based upon an ambient temperature the minimal difference between solid and stranded wire ultiply By The Derating Factor 1.20 Minimum Battery AmpHours Required 5.42 .I::11 Circuit Configuration Project Information Project Name: South Center Double Tree Prepared By: SAM Project ID: 0 Date: 6/13/2007 Ckt. Number: 1 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 1 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 1 SSPK 15 CD 0.000 0.078 0.000 0.078 2 SSPK 30 CD 0.000 0.096 0.000 0.192 2 SSPK 15/75 CD 0.000 0.180 0.000 0.360 3 SSPK 110 CD 0.000 0.224 0.000 0.672 1 GEC -23 30 CD 0.063 0.063 1 WGEC Weather proof Strobe 0.112 0.112 2 GEC -23 110 CD 0.136 0.000 0.000 Totals 0.000 1.477 Ckt. Number: 2 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 2 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 5 SSPK 15 CD 0.000 0.078 0.000 0.390 2 SSPK 30 CD 0.000 0.096 0.000 0.192 4 SSPK 15/75 CD 0.000 0.180 0.000 0.720 3 SSPK 110 CD 0.000 0.224 0.000 0.672 1 GEC -23 15 CD 0.055 0.055 2 GEC -23 30 CD 0.063 0.126 2 GEC -23 110 CD 0.136 0.272 2 GEC -23 75 Cd 0.112 0.000 0.224 Totals 0.000 1.474 0.000 0.000 Totals 0.000 2.651 Ckt. Number: 3 Panel ID: 5499(1) Ckt. Name: 5499(1) Circuit 3 Max Circuit Current: 3 Amps Qty Device Current Draw Each Current Draw Total Standby Alarm Standby Alarm 2 SSPK 15 CD 0.000 0.078 0.000 0.156 4 SSPK 15/75 CD 0.000 0.180 0.000 0.720 1 SSPK 30 CD 0.000 0.096 0.000 0.096 1 SSPK 110 CD 0.000 0.224 0.000 0.224 1 GEC -23 110 CD 0.136 0.136 1 WGEC weather proof Strobe 0.112 0.112 1 Wheelock 10" bell 0.030 0.030 0.000 0.000 Totals 0.000 1.474 Ckt. Number: 4 Ckt. Name: 5499(1) Circuit 4 Panel ID: 5499(1) Max Circuit Current: 3 Amps Current Draw Each Current Draw Totat Device Standby Alarm Standby Alarm 2 SSPK 15 CD 0.000 0.078 0.000 0.156 4 SSPK 15!75 CD 0.000 0.180 0.000, 0:720 1 GEC -23 15 CD 0.000 0.055 0.000 0.055 1 GEC -23 30 CD 0.000 0.063 0.000 0.063 2 GEC -23-110 CD 0.136 0.272 0.000 - 0.000 Totals 0.000 1.266 1SigCom DVS+ Battery & Power Calculation Total I BS Current 000000000 88o888888 000o00000 0.000 0 °r°, 0 24 Hour Standby minimum min + SF Power From Supply ... 1.1 1.3 amps Battery Rating 4.6 6.5 AH 60 Hour Standby minimum min + SF Power From Supply ... 1.1 1.3 amps Battery Rating ... 11.1 13.3 AH • Alarm Current �I��pp O O O 0.840 O Op� 0 0 0 100 0 0 O 0 0 0.000 0.000 0 0 0 0 0 0 O 0 0 0 O 0 0) 0 Current per Watt ' co O C 11 To' H Speaker 1 Q. E 0 d Ws Q Batt Save o C 0.050 C C C C C $ O 3 .`aC Alarm Current I SDI 0.060 0.000 0 O O 0.050 0.050 I 0�p0 0 0 CCC 0 1 - 0 Na) 1� O r 10.80 1 p `' r" m 'p .Z* iikl a N Backup Battery 0 25 N 'Backup Battery W. 3 's 2' U' 2 ¢ IZM4 OL T 6 a o N IDM8 RM .=.. o 'other Safety Factor m E 1= al ¢ (Standby TimeJ m E i= ca Q 'Standby Time DVS+SIG-Quote.XLS SMOKE DETECTOR SYSTEM PLANS CHECK SHEET. Business Name 171c.l9( t..4 4-VC\ Address /(_5--0 G 2 c, pri, K Plans Submitted By: Si 14k f7t— Complete Information Package Presented? YES NO [7 1. Blueprints , showing; A. Building Layout (with head location shown). low A B. C. Wiring Diagram. Elevation (Showing false ceiling area). Equipment Locations. g El ,C S .S eets, showing; AS tfOTED Alarm Cie. The dra" accep'led asSinb t�' or reviewed and rninimu�n requirements oof Fire exceeding Fire •Dept-, DAy8fo f Fires City of Tukwila revisions I t be Prevention. Additions or after tits dat�iZAlf e. �ie drawings roved or revte constrd as being apP c ,� ILA ----CITY TU�a`ta�$�N BUREAU OF FIRE Wire type (or conduit). 1 Panel. er Source. (Battery oke and/or heat). for Lights. or terior and or Exterior). • )• Date CJ C] 7 C� L] 3. Electrically Supervised by: [1 C) 4. Comments GC,'a��/ftp_ r�� A.2-0X1/4 f oa/Ze/./14€F-4g i%?4/4 Gf�/ rei(�`/ A 2 _ Aeg - c–`7` b�- /4'0 -72/ xe /e0 -4..6 -5 Cvha-Y- 6 [G -e 017/-frP"-oe,i5D etio et r pvte 1? 77) /1?di CelLe '74 / / 3//10 /6e Smoke De - o,) AiriW tc 71) c4 0/1 rc,P, 10•14.1'.. g.Y /c Business Name Address SMOKE DETECTOR SYSTEM PLANS CHECK SHEET. Plans Submitted By: s:c pci-uv ac-ArId, • - tert4 14r-10 /1 (6&P( '(� i (( Complete Information Package Presented? YES NO 1. Blueprints , showing; A. Building Layout (with head location shown). B. C. D. Wiring Diagram. Elevation (Showing false ceiling area). Equipment Locations. ,,tO ereto �•iixe' Qeting or The drawing as4ytlo ed and aooe��require Fire review minimum ureau of exceeding m'iia Fir& Dept., gettso re City of Tn. Additions or revise% 11 not b Prevention. Add date sha drawings after t��s ���e�i' _ being aPprov� Z 'r constr E . �C .E.0 1-1---B ox a s) . --._... F TUKW� ELATION BUREAU OFCITY �fIRE P `r - s (Interior and or Exterior). heets, showing; 1 Panel. er Source. (Battery or €.g -c— ) . moke and/or heat). tor Lights. ype (or conduit). Date 3. Elect caljy..•Supervised by: 1‘.1040F -R F�``V,..,ttON 6URr CJ CJ 4. Comments id�� e - ,e c/ &I -61-4:6e - ro%S 7`V % C,, re,. 44/ Ml- --D-7--G- AL5 'tiV - e o Cb/4-6, r ke / o?'C % se. CDAcid ekkon,e_ 3-ac_ks 1A riie,e_ 1 trtme 1-00 #,-‘ and /0.-drpa.se . Add Pal I s`f-cChn r, r e./eve , Le,,hy. 85 CO-Dvii nw"%� 'LA -51-a-1 LA- tI' e✓� 61 1�t.61LC A4S(r ; ?SSyi-e/✓! 5`Ai ,A rye 4Qe (- A-(Pc9 Snto le-42GiF -r:--ec:+0 r I n : house g:g •e. f.e;- y-00-012 r p I. "Di ri kt i rtm) 012 -4:(c --e; taco( Q& (p. i co i gift- shop) �c��6- �amj �. ca,ej` ey:e�. �R /a 4by,' above L(•ev tz.i�-Frt5 (i-• c.t.eies S/�det ..) he4.-�- Ct.e` =e,c- -0 c- .,n -6 r Pu � ar,p i--od.v� i c,5+1, --o ryCe4AAv-a ( Sit_ pe r --v ist-c tsv. re(rete,. �(.1-I I T.7C_ h Li, Z., .1,---/--f; / -1.--:%,.:t /U DUo r ,---A,.,, /, /a , .r, 5 .,, MAIN FACP (EXISTING) NAC 1 NAC 2 SLC 1 SLC 2 NAC 3 NAC 4 MM GUEST ROOM FACP TROUBLE NAC 1 NAC 2 SLC 1 SLC 2 NAC 3 NAC 4 1ST FLR 2ND FLR 3RD FLR 4TH FLR 5TH FLR 6TH FLR 7TH FLR 8TH FLR DMM 5499 ALARM / TROUBLE NAC1 NAC2 NAC3 NAC4 5499 ALARM / TROUBLE NAC1 NAC2 NAC3 NAC4 THIS DRAWING CONTAINS CONFIDENTIAL PROPRIETARY INFORMATION OF NORTHWEST FIRE SYSTEMS. ALL RIGHTS ARE EXPRESSLY RESERVED. IT IS SUBMITTED UNDER A TRUST RELATIONSHIP FOR YOUR USE IN CONSIDERING THE PURCHASE OF THE EQUIPMENT DESCRIBED HEREON FROM NORTHWEST FIRE SYSTEMS. THIS DRAWING IS NOT TO BE USED FOR ANY OTHER PURPOSE NOR COPIED IN WHOLE OR PART NOR ITS DESIGN FEATURES USED IN OTHER PRODUCTS WITHOUT OUR WRITTEN CONSENT. IT IS TO BE RETURNED WHEN NO LONGER REQUIRED, OR UPON REQUEST. LEGEND ITEM PART NUMBER QTY. DESCRIPTION A(` 1 SK -6820 2 FIRE ALARM CONTROL PANEL 2 12V8AH 6 12VDC BAHR BATTERIES Cit 3 SK -PHOTO 440 SMOKE DETECTORS (X=TYPE, P=PHOTO, 1=10N) '�'7 4 B200S-LF 440 DETECTOR SOUNDER BASE Q 5 SK -5499 2 BOOSTER POWER SUPPLY ® 6 SK -5860 1 ANNUNCIATOR '® 7 SK -MONITOR -2 1 DUAL INPUT MONITOR MODULE ® 8 SK-MINIMON 1 MNI MONITOR MODULE a frilf)0L4000 .10'.040•00),, I&IV &owltc>•vtlt ItIff c011-10 SITE MAP SCALE: NTS 1 / YO QO Lij WFWO) CC maw0C SMD." �yY O� N CO �--cN (n3^Yn WWO�N N LiNNWO 1-014 (1) Z hs (f) won •z �M^ U F-4) • cal z 1 1 SUBMITTAL DRAWING O Dns BY: ds enc 61h _ SCAM N.T.S. nom flUMDZ 0461SL Daft 1/17/19 77-01 GCS/GCC 24VDC SERIES UL Listed Control Panel Supervised Signal Circuit \ O 0 Conventional GC Series Wiring Diagrams UL Listed Control Panel Supervised Signal Circuit O O Signal 8+ S+ S- H* H - q Ain ,1 END OF LINE RESISTOR END OF LINE RESISTOR NOTES: • All strobes are designed to flash as specified with continuous applied voltage. Strobes should not be used on coded or pulsing signaling circuits. However, use of the Gentex AVSM control module or Gentex synchronization protocol is permitted to synchronize the strobe, horn and/or mute the horn. See Technical Bulletin 014 for additional information. • FOR SYNCHRONIZATION WIRING INFORMATION, REFERENCE AVSM CONTROL MODULE DATA SHEET (551-0031) AND/OR AVSM CONTROL MODULE MANUAL (550-0284) FOR SYNCHRONIZATION MODULE WIRING DIAGRAMS. AVSM CONTROL MODULE DATA SHEET AND MANUAL CAN BE OBTAINED AT http://www.gentex.com OR CALL GENTEX CORPORATION AT 1-800-436-8391. Architect & Engineering Specifications The visible and audible/visible signal shall be Gentex model GCS or GCC or approved equal and shall be listed by Underwriters Laboratories Inc. per ANSI/UL 1971 for the GCS and ANSI/UL 464 for the GCC. The notification appliance shall also be listed with the California State Fire Marshal (CSFM) and the Bureau of Standards and Appeals (NYC). The notification appliance (combination audible/visible units and audible units only) shall produce a peak sound output of 90dBA or greater as measured at 24VDC in an anechoic chamber. The signaling appliance shall also have the capability to silence the audible signal while leaving the visible signal energized with the use of a single pair of power wires. Additionally, the user shall be able to select either continuous or temporal tone output with the temporal signal having the ability to be synchronized. The audible/visible and visible signaling appliance shall also maintain a minimum flash rate of 1 Hz or up to 2Hz regardless of power input voltage. The appliance shall have an operating current of 72mA or less at 24VDC for the 15 candela strobe circuit. The appliance shall be polarized to allow for electrical supervision of the system wiring. The unit shall be provided with a mounting bracket with terminals with barriers for input/output wiring and be able to mount to a single gang or double gang box or double workbox with the use of an adapter plate. The unit shall have an input voltage range of 16-33 volts with either direct current or full wave rectified power. The appliance shall be capable of test supervision without disconnecting wires, verify voltage without removing unit and be capable of mounting to a surface back box. 24 units per carton 29 pounds per carton GENTEX CORPORATION Fire Protection Products Group • www.gentex.com 10985 Chicago Drive • Zeeland, Michigan 49464 616.392.7195 • 1.800.436.8391 • 616.392.4219 Fax Gentex Corporation reserves the right to make changes to the product data sheet at their discretion. Important Notice: These materials have been prepared by Gentex Corporation ('Gentex') for informational purposes only, are necessarily summary, and are not purported to serve as legal advice and should not be used as such. Gentex makes no representations end warranties, express or implied, that these materials are complete and accurate, up-to-date, or in compliance with all relevant local, state and federal laws, regulations and rules. The materials do not address all legal considerations as there is Inevitable uncertairRy regarding interpretation of laws, regulations and rules and the application of such laws, regulations and rules to particular fact patterns. Each person's activities can differently affect the obligations That exist under applicable laws, regulations or rules. Therefore, these materials should be used only for informational purposes and should not be used as a substitute for seeking professional legal advice. Gentex will not be responsible for any action or failure to act in reliance upon the information contained in this material. 551-0051-06 Without Comments o As Noted in Red D Per -rile Attached Letter The& plans have Deer reviewed by The Tukwila Fire "re-J,tion Bureau to ronformance with current Cty r.�cards. Acceptant- F5 subject to errors and missions which du our }norize violations of adopted 'awards and ordlnarice.. rhe responsibility for the Jeq.racy of desiq' • ncaliy with the designer. :additions, deletions r . ,cions to these drawings after this uate will void tr:: ,rceptartce and will require a resubmlttai of revisec dr?wings or subsequent approval. Final acceptance is suoject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 - - By: JAI •.� .. r_ 't FIRE DEPARTMAT lc '7 . J1:I 206-575-4407 and Fire Permit Noe is - -o y 5.- ct adaress for shut- or huto< rostOrLtJon 110 5- scWAr 1 ¶'-F-DL1S lapowaa UJOO.U.Sak1 food X 00 2 00 • X .Nr O� ii n Z1 IQ MIN 11 i 8A IA JA v. a 0 Q A A Cascade Alarm' P.O. BOX 7459 Kent, Washington 98042 Phone: (206) 767-5800 Fax: (253) 630-4851 www.cascadealarm.com 0 PAID WiAll 24.7015 TUKWILA FIRE .2J'2 Doubletree Guest Suites 16500 Southcenter Parkway Tukwila, WA 98188 SIZE FSCM NO DWG NO REV SCALE NTS SHEET 1 OF 1 i ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY BE REROUTED PER FIELD REQUIREMENTS. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE PROTECTION CIRCUITS (MOST FIRE DETECTION CKT'S ARE NEC CLASS 3) 4) ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, FIRE ALARM CABLE OF THE PROPER RISER AND / OR PLENUM TYPE. 5) CONVENTIONAL FIRE DETECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARAI I FI BRANCHED (u± TAPPED) TO ENSURE SUPERVISION OF (MIRING. ADDRESSABLE CLASS "B" FIRE DETECTION SIGNALING UNE CIRCUITS (SLC) MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM PLANS. 6) OBSERVE POLARITY OF ALL FIRE DETECTION WIRING. POLARITY SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE ARE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, GROUNDS, & PROPER END OF UNE RESISTOR (ELR) VALUES BEFORE SCHEDULING CASCADE ALARM FOR SYSTEM CHECK OUT. DOCUMENT CIRCUIT READINGS AND PRESENT TO CASCADE ALARM TECHNICIAN UPON INITIAL ARRIVAL ON SITE. PROVIDE CASCADE ALARM A MIN. OF 2 WEEKS NOTICE PRIOR TO CHECK OUT. 9) ARE ALARM PANEL AND ANY OTHER ARE DETECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER OTHER (NON -FIRE DETECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM aRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "ARE ALARM CIRCUIT CONTROL". 120VAC POWER BY OTHERS. GENERAL NOTES: 1) NOTIFY CASCADE ALARM OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT' DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL ANAL CLEANING HAS BEEN PERFORMED. 7) FIELD DEIEHMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, ARE DAMPERS, ELEVATOR CONTROLS, & FAN CONTROLS.) 1:4 0: 0 C,> EarthDetect round Qutt ion IHRHHHm®u EOL 0 *ala ass * «'4 Ikaar * wit EWA 11 2:1735 7 191 = C 1611A = MA AIR NCI -4 U I-3 WC1-2 I I SPINE WM SPITE SPINE t—)I I(+) 7 A/H BATTERY (-) 7 A/1 BATTERY (+) 8 A + - SDsoo-Mit,// SLC (+) ac (-) WIRE SCHEDULE CODE DESCRIPTION / FUNCTION MODEL NUMBER DESCRIPTION A 2C#16 TW. UNSH. JACKETED PAIR, SLC LOOP B 2014, UNSH. HORN/STROBE OR NAC TRIGGER OCT.'S C 2C#16, UNSH. POWER OR AUX. CONNECTION D 2016, UNSH. MODULE INITIATION ZONE E 2C#16 UNSH. TW PR., SYSTEM BUS F 2#14, THHN - FOR USE IN U.G. CONDUIT & WET LOCATIONS G 2016 SH. W/ AUDIO TWIST — FOR SPEAKER CKT. WIRING TO MEET NEC 760 STANDARDS COORDINATION ITEMS THESE ARE TYPICALLY THE ITEMS THAT GET OVERLOOKED AND MAY LEAD TO DELAYS IN THE COMPLETION OF THE FIRE ALARM SYSTEM AND PROJECT. 1. SITE ELECTRICAL CONTRACTOR SHALL PROVIDE DEDICATED 120VAC POWER CIRCUIT WITH BREAKER LOCK—OUT FOR ALL FIRE ALARM EQUIPMENT. 2. ELECTRICAL FINAL SHALL BE COMPLETED PRIOR TO SCHEDUUNG CASCADE ALARMS FOR CHECK—OUT, UNLESS REQUIRED BY AHJ. 3. NOTIFY CASCADE ALARM A MIN. OF 2 WEEK, PRIOR TO FINISHED INSTALLATION OF ALL WIRING, DEVICES AND POWER, FOR SCHEDULING OF SYSTEM CHECK—OUT AND PROGRAMMING. CASCADE ALARM REQUIRES A MIN. OF 2 DAYS FOR CHECK—OUT AND PROGRAMMING PRIOR TO SCHEDUUNG A FIRE ALARM FINAL. LARGER SYSTEMS WILL REQUIRE MORE TIME. FAILURE TO HAVE WORK COMPLETED WILL REQUIRE RESCHEDULING AND ADDITIONAL COSTS. LJ eit% lc.;" �v'- �w :� •-i•c' INR ;pi 43 \ ith( U Cornir erits L. plane •rte.\: :tion Bu wh C -, • •t oanti or :.) •;-;:icy of ne.stq ?vk;,..;ei by 7112 Tukv,,ila Fire lf"iance ct'r rcni. City v?oiar ior.• J,Jopted espot _ ::!K1. io the : }hwings after cceptnce and recuirc: a •. awinc4s fu ,ub equent approval acceptance is s..irteot to tieic test and Inspection by i ukwila Fire FPi +v,:Tifton Bureau. • I;e: 11-11-15.- 5495 I-11-1.5 INSTALL NO CONDUITS I) BOTTOM OF CABINET. TW. 5495 SNAC PANEL WIRING DETAIL (FLOOR 2) 50500 -MIM SLC () Ste (+) x 0 SD500—ARM O O ADDRESSABLE RELAY MODULE OUT -1 EYP. BEAM 1224 (TYPICAL) I ALARM Cal ALARM NO ® • ALARM COW ay. 'CI I t r FIRE' 206-57544107 a d his Fire Permit Nit I o. a ct:`_'Fd "tsa for S 1Ut RESISTOR .:own approval. 8 r POWER OUT - I POWER OUT + POWER IN �I POWER C4 + ros cm - ,i r RESET INPUT TEST MUT AUX - REMOIE ALARM OUT NOT USED MOM TROUBLE OUT TROUBLE COW 1ROIBLE N.C. AMU COM ALARA NO WEN oar ALMIM NO r r I IZ 111 POWER OUT - POWER OUT + POWER IN - POWER ?1 + f RESET MUT TEST MUT i AUX - �/ REMOTE ALARM OUT of + NOT USED REMOTE TROUBLE OUT TROUBLE COW ®, TROUBLE N.C. TYPICAL BEAM SMOKE TYPICAL WIRING DETAIL PER FLOOR O SCALE NIS EOLR-1 !NI OTTCE A com o'ece-`- , is ed, Fire Department Pre-test Cer'JficEEte msi 10 the .ii , = ct;o! prig- iTo -..r Acceptance i�., ,:1rstc.rns. La) iui'i _}r test. result in a Re-inspeccicn Fee and termination of the testing SD5oa-M1M Ste (+) Sc (-) BILL OF MATERIALS (BOM) ITEM SYM QTY MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 .�.►.t 1 5495 POWER SUPPLY SILENT KNIGHT PROVIDED WITH PANEL 2 2 PS -1270 BATTERY, 12V 7AHR FOR SNAC PANEL POWER SONIC IN SNAC 3 elm 4 BEAM1224 BEAM SMOKE DETECTOR SYSTEM SENSOR PROVIDED WITH BEAM SMOKE 4 eat 4 REFLECTOR, COMES WITH BEAM1224 SYSTEM SENSOR SURFACE MOUNT 5 . 4 BEAMMMK WALL OR CEILING MOUNT KIT SYSTEM SENSOR SURFACE MOUNT 6 mai 5 SD500—MIM ADDRESSABLE SINGLE INPUT MODULE SILENT KNIGHT SINGLE OR 4" SQUARE BOX 7 0 2 SD500—ARM ADDRESSABLE RELAY MODULE SILENT KNIGHT SINGLE OR 4" SQUARE BOX 8 VouRj 2 EOLR-1 END OF UNE RELAY SYSTEM SENSOR SINGLE OR 4" SQUARE BOX 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 MOUNT HORN/STROBES AND STROBE ONLY AT +80" ABOVE FINISHED FLOOR WITH A MAXIMUM OF 96" AFF FROM THE BOTTOM OF THE STROBE. ALL PANELS, TOP AT 6'—O" AFF. O►- FOR ADDITIONAL MOUNTING OPTIONS SET STROBE CANDELA OUTPUT AS SHOWN ON PLANS. SEE DATA SHEETS, PROVIDED. LABEL EOL DEVICES 7TH FLOOR 6TH FLOOR 5TH FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR SLC LOOP 1A 1A COSTING 10 O 2C 1A.2D 1A,2C,2D 1A,1C 1A,1C 1A,1C 1A,1C 1A,1C,2D 1C.2D®B1R I MBA I 1A,1C.2D 2C 1A,20 1A.2C,2D 1A,1C 1A,2C SN ACI 120VAC O ®BR 1A,1C,2D 1C 10 ®BTR 1C,2D MJM 1A,1C,2D O 1C 10 —ISI FIRE ALARM RISER DIAGRAM 0 SCALE: NTS PAID --N-B4 1j 2015 TUKWILA FIRE 27o rfaa P.O. BOX 7459 KENT, WA 98042 (206) 767-5800 ISSUE COMMENTS ce a Q z c u) N SCALE: NTS W F-- (1) LL! LL —J L.J LL TYPICAL WIRING UJ (n LU 0 z c0 CXo � W >- 0 LU LU U 0 CDO L[) TUKWILA, WA FA -01 1 OF 5 l BED �n prom CE 0 N — HOSP N—HOSP 1 iO..144041 — F N — WISP r 1 N — HOSP — HOSP IE 1 TO STH FLOOR 1A,1C SMAC I )1D 02 1A EXISTING N — HOSP N OHMS tift x NI I 10 ELM KM mil _l_ i—� 1C UP TO 3RD FLRECM N SMOKE DET. N UP TO 3RD FUR BEAM SMOKE DET. ci lV — WISP e a N — HOSP \, N — HOSP 1 1 1 1 a C 1 3D 1i aC 3D 11 1 Q 0 N — HOSP 1 1 1 _,P N—HOSP o71 2nd FLOOR PLAN NOR ISSUE COMMENTS —J Le 0 O. a (206) 767-5800 P.O. BOX 7459 KENT, WA 98042 1111111111111 Nz FW --- d' N_ W O SCALE: 1/8" LLJ ( F- bJ (J.) J LLJ LLJ O 0 J Li z N FLOOR PLAN 16500 SOUTHCENTER PARKWAY TUKWILA, WA FA -02 20F5 2C,2D DOWN TO FLOOR 2 RACEWAY ............. ...._... ISSUE COMMENTS WA 98042 (206) 767-5800 BOX 7459 KENT, 0 a 1— Ci A cl w 0 11 —J v M 0 0 J Li z J 0 0 0 J LL o� cn 16500 SOUTHCENTER PARKWAY TU K WI LA, WA FA -03 3 OF 5 v \x\ ISSUE COMMENTS ISSUED FOR APPROVAL in w 1- 0 O II W -J 0 w w (1) LL LL w L.L._ Ln 0 O J L FLOOR PLAN 16500 SOUTHCENTER PARKWAY TU K WI LA, WA FA -04 4 OF 5 ) MEM 00OR PEEP .0.C. 1V - HOSP 2C,2D DOWN TO FLOOR 5 RACEWAY 711 43) 2C,3D DOWN TO FLOOR 5 RACEWAY H NORTH 6th FLOOR PLAN P.O. BOX 7459 KENT, WA 98042 (206) 767-5800 ISSUE COMME ISSUED FOR APPROVAL w 1- U) 1 > w 0 L1J U) (i) F- L.IJ LL W LL J LL1 C LL CO O 0 Li FLOOR PLAN 16500 SOUTHCENTER PARKWAY TUKWILA, WA FA -05 5 OF 5 ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY BE REROUTED PER FIELD REQUIREMENTS. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE PROTECTION CIRCUITS (MOST FIRE DETECTION CKT'S ARE NEC CLASS 3) 4) ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, FIRE ALARM CABLE OF THE PROPER RISER AND / OR PLENUM TYPE. 5) CONVENTIONAL FIRE DETECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. ADDRESSABLE CLASS "B" FIRE DETECTION SIGNALING UNE CIRCUITS (SLC) MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM PLANS. 6) OBSERVE POLARITY OF ALL FIRE DETECTION WIRING. POLARITY SHALL BE MAINTAINED THROUGHOUT ENTIRE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, GROUNDS, & PROPER END OF UNE RESISTOR (ELR) VALUES BEFORE SCHEDULING CASCADE ALARM FOR SYSTEM CHECK OUT. DOCUMENT CIRCUIT READINGS AND PRESENT TO CASCADE ALARM TECHNICIAN UPON INITIAL ARRIVAL ON SITE. PROVIDE CASCADE ALARM A MIN. OF 2 WEEKS NOTICE PRIOR TO CHECK OUT. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER OTHER (NON -FIRE DETECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 120VAC POWER BY OTHERS. GENERAL NOTES: 1) NOTIFY CASCADE ALARM OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. 7) FIELD DE 'ERMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, FIRE DAMPERS, ELEVATOR CONTROLS, & FAN CONTROLS.) 0 C;> Earthround Fault Detection mom 47K Ea. RESSiOR 0 I' 8 •3I 1:42CIA 1 C LJ LJ Wet -4 LJ� LJ IUIC1-3 tad 2 MC1-1 e e 1 SVC - FRCS FIR 2 11061 MKT SRC + SVC - RETURN RR 2 HORN EWE 0+ • (-) 7 A/H BATTERY (-) 7 A/H BATTERY f INSTALL NO CONDUITS IN BO A CF CABINET.TYP. 5499 SNAC PANEL WIRING DETAIL (FLOOR 2) SCME Its OUT -1 OUT -2 4.7K OHM 1/2 WATT 4.7K OHM 1/2 WAIT TYPICAL NAC WIRING DETAIL° SCALE IRS SET STROBE CANDELA OUTPUT AS SHOWN ON PLANS. SET HORN SETTINGS TO HIGH TEMPORAL 4.7K OHM 1/2 WATT 4.7K GW 1/2 WATT WIRE SCHEDULE CODE DESCRIPTION / FUNCTION MODEL NUMBER DESCRIPTION A 2C#16 TW. UNSH. JACKS I Et) PAIR, SLC LOOP B 2014, UNSH. HORN/STROBE OR NAC TRIGGER CKT.'S C 2016, UNSH. POWER OR AUX. CONNECTION D 2016, UNSH. MODULE INITIATION ZONE E 2C#16 UNSH. TW PR., SYSTEM BUS F 2#14, THHN - FOR USE IN U.G. CONDUIT & WET LOCATIONS G 2016 SH. W/ AUDIO TWIST - FOR SPEAKER CKT. WIRING TO MEET NEC 760 STANDARDS COORDINATION ITEMS THESE ARE TYPICALLY THE ITEMS THAT GET OVERLOOKED AND MAY LEAD TO DELAYS IN THE COMPLETION OF THE FIRE ALARM SYSTEM AND PROJECT. 1. SITE ELECTRICAL CONTRACTOR SHALL PROVIDE DEDICATED 120VAC POWER CIRCUIT WITH BREAKER LOCK—OUT FOR ALL FIRE ALARM EQUIPMENT. 2. ELECTRICAL FINAL SHALL BE COMPLETED PRIOR TO SCHEDULING CASCADE ALARMS FOR CHECK—OUT, UNLESS REQUIRED BY AHJ. 3. NOTIFY CASCADE ALARM A MIN. OF 2 WEEK, PRIOR TO FINISHED INSTALLATION OF ALL WIRING, DEVICES AND POWER, FOR SCHEDUUNG OF SYSTEM CHECK—OUT AND PROGRAMMING. CASCADE ALARM REQUIRES A MIN. OF 2 DAYS FOR CHECK—OUT AND PROGRAMMING PRIOR TO SCHEDUUNG A FIRE ALARM FINAL LARGER SYSTEMS WILL REQUIRE MORE TIME. FAILURE TO HAVE WORK COMPLETED WILL REQUIRE RESCHEDULING AND ADDITIONAL COSTS. 511-1 FLOOR 4TH FLOOR 3RD FLOOR 2ND FLOOR SLC LOOP 1A 1A ROOM 1530 FILE COPY BILL OF MATERIALS (BOM) s 4 x 4d ".r 1i RS .( ITEM SYM QTY MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 . • * 1 5499 POWER SUPPLY SILENT KNIGHT PROVIDED WITH PANEL 2 2 PS -1270 BATTERY, 12V 7AHR FOR SNAC PANEL POWER SONIC IN SNAC 3 i+-' 1 SD500-MIM ADDRESSABLE SINGLE INPUT MODULE SILENT KNIGHT SINGLE BOX 4 1114 7 GEC24-177WR HORN/STROBE, RED, WALL, LOW FREQ., HI—CD GENTEX SINGLE OR 4" SQUARE BOX 5 19 GES3-24WR STROBE ONLY, RED, WALL MOUNT, MULTI—CD GENTEX SINGLE OR 4" SQUARE BOX 6 )1 1 GCS24CR STROBE STROBE, RED, CEILING, MULTI—CD GENTEX SINGLE OR 4" SQUARE BOX 7 8 9 10 .. - - s 11 12 14 15 I - l Without CouiNiICris 16 ! U A5 Noted inRod Attached letter 17 isPer The 1 18 ' -r -A °lens have been reviewed by The Tukwila Hre OW 19 ` Prevention Bureau for cont0rrn ;rice'4thnd,i Is subject to errorss and 20 ;ta;IuaRls. nm;ssionc u q.co pt-ancc hid; do not authorize vl laUons of adopted 21 standards aid ordinances. The respollt,iutiiql lly° \vi for the the ole igner. 22 adequary 0' r.-olc�y d: siyi I rests y nr rvi5i01to 3e drawings after 23 . ariv4�iuns, this date Wil t void thisa+!R e bce nt approval. will require d25 24 1 resubmittal of revised dra'wirig5 far ; Plnl accepznce is sub . ,.t to field '.est and Inspection by 26 1 The Tukwila Fire Prevention Bureau. c. 27 ate. 1 Z- 28 29 30 MOUNT HORN/STROBES AND STROBE ONLY AT +80" ABOVE FINISHED FLOOR WITH A MAXIMUM OF 96" AFF FROM THE BOTTOM OF THE STROBE ALL PANELS, TOP AT 6'-0" AFF. FOR ADDITIONAL MOUNTING OPTIONS SET STROBE CANDELA OUTPUT AS SHOWN ON PLANS. LABEL EOL DEVICES SEE DATA SHEETS, PROVIDED. ROOM 1430 bP EXISTING 10 SNAG 120VAC ROOM 1330 ROOM 1206 FIRE ALARM RISER DIAGRAM SCALE NTS ROOM 1506 ROOM 1406 ROOM 1306 m EOL SNAC2 DEVICE ADDRESS 99 SMOKE DET'S. MAX./SLC LOOP 99 MODULES MAX./SLC LOOP DEVICE TYPE DESIGNATION. S = SMOKE DETECTOR M = MODULE 1 = SLC LOOP -1 TYPICAL ADDRESS DESCRIPTION 80" 72" Ell FCP 1 48" ////////////////////////// / //// /// // /// / / / /// EQUIPMENT MOUNTING DETAIL SCALE_ NTS NOTES: 1. DETAIL NOT INTENDED TO SHOW SPATIAL RELATIONSHIP OF DEVICES. REFERENCE FLOOR PLANS FOR ACTUAL LOCATIONS. 98042 (206) 767-5800 P.O. BOX 7459 KENT, WA ISSUE COMMENTS ISSUED FOR APPROVAL 0 CC CC 1 0 i w EC 0 SCALE: NTS LTJ LL LTJ L.L NOTES, MATRIX, W z Ll 0 O O TU K WI LA, WA FA -01 1 OF 2 E.O.L. 1 177 0 4B ' •/ Q 4B 0 h �i 4B TABLE 1206 (FLOOR 2) - ADA SCALE: 1/4'=1'-0' 0 2B O.L. TYPICAL 177 I>E0 4B 4B ' • r / w` \ / 0 E 0 Q •/ 4B 30 1306,1406,1506 (FLOORS 3,4,5) SCALE: 1/4"=1'-0" 0 2B 2B TO POWER SUPPLY ON FLOOR 2 \ 2B IN ELECTRICAL ROOM ROOMS 1206,1306,1406,1506 ROOMS 1330 1430 1530 ELECTRICAL ROOM FLOOR 2 0 BUILDING KEY norm SCALE 4B • / 4B /30 ._/ / 4B `15 2B \/ / 177 15 L, 4B HVAC u 1330,1430,1530 (FLOORS 3,4,5) SCALE: 1/4'=1'-0' TO POWER SUPPLY ON FLOOR 2 IN ELECTRICAL ROOM PAID DEC 1 8 2014 TUKWILA FIRE ://=-438e s P.O. BOX 7459 KENT, WA 98042 (206) 767-5800 ISSUE COMMENTS ISSUED FOR APPROVAL 1 c N LU 0 MODIFICATIONS 0 0 16500 SOUTHCENTER PARKWAY TU K WI LA, WA FA -02 2 OF 2 16,s(ZSC_Cif c ) L. t 0 Rhtit KB -d 7 0 rte; {_b tc 4±O i 4..�. 0— t 'CCor • s i 14PLS, t)>`C 'b 'LOCK is 1:101 I 717(0 £tomt"i1.3 L `„ VA VJ/ rC FOV. -0KAI M .ENit TE AR .13/2)5(30 A "3" 2crI4bS Z1 Hydraulic Information Remote Area 1 - OCCUPANCY CLASSIFICATION DENSITY (ppm/ft') TOTAL HOSE STREAMS TOTAL HEADS FLOWING 'TOTAL WATER REQUIRED TOTAL PRESSURE REQUIRED SAFETY MARGIN (psi) 8TH FLOOR ROOMS Ltght Hazard 0.13 far 2500.00ft2 (Actual 2637.34ft2) 1250.00 127 892.49 127.657 1 +18.873 (12,9%) F EMc`V :. A4 ti t - ? -" AZ :1t 47 HrY . - 1 [LCi"J L1+ o \-21T`A L Pti- : ; ►pit . :HAM. ��l Ctrp. i, , . 4 1!'`.N A A I1. I 0 -to HANGS EXPANSION SHELL, ROD & RING SPRINKLERS --- C. CLAMP, ROD & RING --POWDER STUD, ROD & RING 4, —ANGLE CUP, ROD & RING t5. L ROD & RING EYE ROD & RING 7.—COACH SCREW, ROD & RING 08. --- CEILING FLANGE, ROD, & RING /to 'oc> 3 c `'cant TOTAL SPRINKLERS THIS DRAWING iD5.kt F' TO F TitL3v1i', ThStl SLAB '1"VAW/ RE,MCNT EAkEA OCK:. A-1l:tt/t•'+ Ltt [t? 1.41:)f . - I r F14 rill 17L4 J Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION DENSITY (gpm/ft') TOTAL HOSE STREAMS TOTAL HEADS FLOWING TOTAL WATER REQUIRE — • ! TOTAL PRESSURE REQUIRED SAFETY MARGIN (psi) - 8TH FLOOR ROOMS 1 -Light Hazard - 1 0.13 for 2500.00fta (Actual 2637.34112)250.00 27 D 1892.49 127.657 +18.873 (12.9%) TANLPul ir. .STA A A SION SHELL, ROD & RING . --'C. CLAMP, ROD & RING —POWDER STUD, ROD & RING #4.— ANGLE CUP, ROD & RING L;ROD & RING EYE ROD & RING 7.—COACH SCREW, ROD & RING &-- CEILING FLANGE, ROD & RING TOTAL SPRINKLERS TI'IIS DRAWING t' 6 MOT �. A k E A - 7 T t+ �•{.. Oc`�. �? H )Y. - I z',(,PN MIN {`L.04 Hydraulic Information Remote Area 1 OCCUPANCY CLASSIFICATION DENSITY (gpmfft2) TOTAL HOSE STREAMS TOTAL HEADS FLOWING TOTAL WATER REQUIRED — • ' TOTAL PRESSURE REQUIRED SAFETY MARGIN (psi) - 8TH FLOOR ROOMS !Light Hazard 10.13 far 2500.001t2 (Actual 2637.34ft2) 1250.00 27 892.49 127.657 +18.873 (12.9%) 6, 7.—COACH SCREW, ROD & RING CEIUNG FLANGE, ROD & RING EXPAI SI t N SHELL, ROD 84 RINC —» C. CLA IIP, ROD & RING -- POWD R STUD, ROD & RING —ANGLE CUP, ROD & Rf -- L -ROD & RING TOTAL 'MU. S Tl SING 61-2.5 INT LNDG RED Ni 52-7 NT LNDG —EXISTING 1' BRANCHLINE NEW 2.5' HOSE VALVE W/ 2.5 x 1.5 REDUCING CAP TYP. ALL FLOORS 44-0.5 INT LNDG aok 35-5.5 NT LNDG 26-10.5 NT LNDG RISER CLAMP cg RISER CLAMP INSTALL AT UNDERSIDE AT TOP/BOTTOM AND EVERY OTHER FLOC) 65-6 ignk LVL 8 1111 6 48-4 ink LVL6 WI c6 ti �d 39-9 Arik LVL 5 6 6 6 ROUTE THROUGH GAP IN STAIR _ TREAD 1 NT LNDG 0 ob 1 1.-3' _ FP .0 1.5' AUX DRAIN PIPE STAN FACING SOUTH STANDPIPE ELEVATION 0-6•-- a TO UNDERGROUND CONNECTION 8-0 14-0dah LVL.2 MU 1 2 4 8 SCALE 1/4"=1'-0" AREA OF (WORK KEY PLAN 0 T 1 0 2-2 EXISTING ELBOW 8 010 0 c� [.4 — 8' OUTLET AT BACK r (6) 2.5' HOSE VALVES TEST HEADER DETAIL. 1 ROUTE MAIN DRAIN TO �TO EXISTING FLOOR DRAIN _ VICTAULIC 707C -MONITORED CLOSED 4 a Kt FACING EAST 6 WAY TEST HEADER LEAVE CAPPED AND STORE HEADER IN RISER ROOM WHEN NOT IN USE ---- SEE DETAIL ABOVE EXISTING 8' MAIN REMOVE AND REPLACE EXISTING��\ CORRODED RISER r - - REMOVE EXISTING 1 POST INDICATING VALVE REPLACE WITH FILLER PIECE—'—j INSPECT AND REPAIR ANY CORODED SECTIONS OF UNDERGROUND EXISTING UNDERGROUND RISER REBUILD PLAN 0 1 2 4 8 SCALE 1/4"=1'-0" NOTES 1 2 DEMO ALL EXISTING PUMP EQUIPMENT. REBUILD SYSTEM RISER PER PLAN DEMO EXISTING PIV PER PLAN 1 CUT A MINIMUM 2-0 x 2-0 CLEARANCE IN SLAB FILL WITH GRAVEL FOR CLEARANCE AND DRAINAGE 4 Ii /•-EXISTING ELBOW FACING SOUTH KEY PLAN STANDING AT STAIRWELL DOOR ON LVL 1 LOOKING UP TO THE SOUTHWEST STANDPIPE PERSPECTIVE NTS FP .0 4 .671.1.Y4. 0-7 1:)T0 0-7 A 1 a 3-4 ISTING CLEA FIRE TRUCK 10PSI PRESSURE LOSS ASSUMED FOR CALCS 5' STORZ HOSE 50-0 LENGTH FIGURED IN CALCS FROM HYD TO TRUCK EXISTING EDG 1 OF RAILING EXISTING HYDRANT .� FLOOR PLAN SCALE 1/4"=1'-0" .............._3-4....__.-... ISTING CLEA IZ EXISTING EDG OF RAILING 2ND FLOOR PLAN SCALE 1/4"=1'-0" 4' FLANGE 6' ABOVE GRADE ALL PIPE AT EXTERIOR TO BE GALV. 4 27-6 CL52 D.I. 4x5 STORZ CONNECTION 36' MIN ABOVE GRADE 5' STORZ HOSE 50 0 LENGTH FIGURED IN CALCS FROM TRUCK TO FDC EXISTING 8' SITE MAIN • J■■■■■■I■■ . 1■■11 • mi ■e■■■III INSTALL BALL DRIP IN GRAVEL DRAIN BED 8 co J 0 LOCATE CORE FROM EXTERIOR OF BUILDING. PLACE 0-9IFOW OF OUTSIDE ENCLOSURE AND 2-6 FROM TOP OF WALL FTG 1ST FLOOR/SITE PLAN SCALE 1/4"=1'-0" AREA OF WORK YSTEMS 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR N ICET Stamp Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: Phone: Fax: Contract Name: DOUBLETREE INN TUKWILA 16500 SOUTHCENTER PARKWAY TUKWILA, WA Drawing Title DRY STANDPIPE Key Plan Date: Job Number: Designer: Building Permit: November 07, 2019 04774C Kyle Whitt Drawing No. �Z-°�-S-),1 '3L 75 075 91 61-2.5 65-6 aak LVL 8 11,1 INT LNDG RED Niue" 56-11 Aix LVL 7 NV 52-7 NT LNDG —EXISTING 1' BRANCHLINE •••••••.0‘. NEW 2.5' HOSE VALVE cs4 W/ 2.5 x 1.5 REDUCING CAP c TYP. ALL FLOORS 61,,, 44-0.5 LNDG 48-4 ilk LVL 6 111) 39-9 doh LVL 5 IN,1 alk 35-5.5 MP-11NT LNDG 26-10.5 NT LNDG RISER CLAMP INSTALL AT UNDERSIDE AT TOP/BOTTOM AND EVERY OTHER FLOC) 22-7 LVL 3 alik 18-3.5 LNDG LVL 2 14-0 ank LVL 2 MI 8-0 NT LNDG <IA* ROUTE THROUGH GAP IN STAIR TREAD co TO UNDERGROUND c CONNECTION _1 FP1.0 1.5' AUX DRAIN PIPE STAN 0-6 0-8 8-0 FACING SOUTH STANDPIPE ELEVATION 0 1 2 4 8 6111•1.....61111111111.1110.""111111 SCALE 114=1'-D AREA OF WORK ak KEY PLAN 0-0 Ank LVL 1 NV EXISTING • ELBOW — 8' OUTLET AT BACK (6) 2.5HOSE VALVES TEST HEADER DETAIL ROUTE MAIN DRAIN TO TO EXISTING FLOOR DRAIN VICTAULIC 707C MONITORED CLOSED FACING EAST 6 WAY TEST HEADER LEAVE CAPPED AND -- STORE HEADER IN RISER ROOM WHEN NOT IN USE SEE DETAIL ABOVE REMOVE AND REPLACE EXISTING CORRODEDRISER REMOVE EXISTING POST INDICATING VALVE REPLACE WITH FILLER PIECE INSPECT AND REPAIR ANY CORODED SECTIONS OF UNDERGROUND EXISTING 8' MAIN EXISTING UNDERGROUND RISER REBUILD PLAN 4 SCALE 1/4"=1'-0" NOTES 1 2 DEMO ALL EXISTING PUMP EQUIPMENT. REBUILD SYSTEM RISER PER PLAN DEMO EXISTING PIV PER PLAN CUT A MINIMUM 2-0 x 2-0 CLEARANCE IN SLAB FILL WITH GRAVEL FOR CLEARANCE AND DRAINAGE /— EXISTING ELBOW FACING SOUTH \--AREA OF WORK KEY PLAN STANDING AT STAIRWELL DOOR ON LVL 1 LOOKING UP TO THE SOUTHWEST STANDPIPE PERSPECTIVE NTS 4k* ercini G L_._1PE. LOCATE CORE FROM EXTERIOR OF BUILDING. PLACE 0-9IFOW OF OUTSIDE ENCLOSURE AND 2-6 FROM TOP OF WALL FTG Or - FIRE TRUCK 10PSI PRESSURE LOSS ASSUMED FOR CALCS 5' STORZ HOSE 50-0 LENGTH FIGURED IN CALCS FROM HYD TO TRUCK EXISTING EDG OF RAILING =8 FLOOR 0-7 SCALE 1/4"=1.-0" EXISTING EDG rOF RAILING I I 3- XISTING4CLEAF EXISTING HYDRANT - N 2ND FLOOR PLAN 0 1 2 4 8 SCALE 1/4"=1'-0" 4' FLANGE 6' ABOVE GRADE ALL PIPE AT EXTERIOR TO BE GALV. 4 27-6 CL52 D.I. 4x5 STORZ CONNECTION 36' MIN ABOVE GRADE 5' STORZ HOSE LENGTH FIGURED IN CALCS FROM TRUCK TO FDC EXISTING 8' SITE MAIN au0000000B III III II • II 1411111 INSTALL BALL DRIP IN GRAVEL DRAIN BED '1ST FLOOR/SITE PLAN 1 2 4 8 SCALE 1/4"=1'-0" AREA OF WORK KEY PLAN IMI M Eh" gEJ ' MINS" ty EJ 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: • Phone: Fax: Contract Name: DOUBLETREE INN TUKWILA 16500 SOUTHCENTER PARKWAY TUKWILA, WA Drawing Title DRY STANDPIPE Key Plan Date: Job Number: Designer: Building Permit: November 07, 2019 04774C Kyle Whitt Drawing No. 61-2.5 INT LNDG 56-11 LVL 7 52-7 NT LNDG 48-4 NEW 2.5' HOSE VALVE (11 W/ 2.5 x 1.5 REDUCING CAP th TYP. ALL FLOORS ob 44-.0.5 'LINT LNDG 35-5.5 INT LNDG A 26-10.5 FrINT LNDG 18-3.5 RISER CLAMP INSTALL AT UNDERSIDE - AT TOP/BOTTOM AND EVERY OTHER FLOC, 01•110011 IMMO ••••• IMMO 111.1.11:116 INT LNDG LVL 2 ,giussomagegoisigmt. ED LVL 2 3t1 8-0 ur NT LNDG ROUTE THROUGH GAP IN STAIR TREAD o't "55 `‘,.!?" • FP1.0 1.5' AUX DRAIN PIPE STAND 0-8 +NU TO UNDERGROUND CONNECTION 8-0 FACING SOUTH STANDPIPE ELEVATION 0 1 2 4 8 SCALE 1/4"=1-0" AREA OF WORK L., /A KEY PLAN 0-0 LVL 1 ( EXISTING ELBOW — 8' OUTLET AT BACK (6) 2.5' HOSE VALVES TEST HEADER DETAIL ROUTE MAIN DRAIN TO TO EXISTING FLOOR DRAIN VICTAULIC 707C MONITORED CLOSED FACING EAST 6 WAY TEST HEADER LEAVE CAPPED AND — STORE HEADER IN RISER ROOMWHEN NOT IN USE SEE DETAIL ABOVE REMOVE AND REPLACE EXISTING CORRODED RISER REMOVE EXISTING POST INDICATING VALVE REPLACE WITH FILLER PIECE -0 -- INSPECT AND REPAIR ANY CORODED SECTIONS OF UNDERGROUND EXISTING UNDERGROUND EXISTING 8' MAIN RISER REBUILD PLAN 0 1 2 4 8 SCALE 1/4"=1'-0" NOTES 1 DEMO ALL EXISTING PUMP EQUIPMENT. REBUILD SYSTEM RISER PER PLAN DEMO EXISTING PIV PER PLAN 2 CUT A MINIMUM 2-0 x 2-0 CLEARANCE IN SLAB FILL WITH GRAVEL FOR CLEARANCE AND DRAINAGE ,"--.EXISTING ELBOW FACING SOUTH KEY PLAN. STANDING AT STAIRWELL DOOR ON LVL 1 LOOKING UP TO THE SOUTHWEST STANDPIPE PERSPECTIVE NTS co 0 -7P - FIRE TRUCK 10PSI PRESSURE LOSS ASSUMED FOR CALCS 5' STORZ HOSE 50-0 LENGTH FIGURED IN CALCS FROM HYD TO TRUCK _ EXISTING EDG iOF RAILING 3-4 XISTING CLEAR EXISTING HYDRANT --- 378 FLOOR PLAN ime"antegemiLmmodil""inm••••••••••■•mommomommommi 0-7 SCALE 1 /4"=1 '-0" EXISTING EDG EDG rOF RAILING I I XISTING • 2ND FLOOR PLAN 0 1 2 4 8 185 5' STORZ HOSE 50-0 LENGTH FIGURED IN CALCS FROM TRUCK TO FDC EXISTING 8' SITE MAIN ' 4x5 STORZ CONNECTION 36' MIN ABOVE GRADE • IIII 11111111 m El* INSTALL BALL DRIP IN GRAVEL DRAIN BED SCALE 1/4"=V-0" 4' FLANGE 6ABOVE GRADE ® 9, 0 4 Q' aWMI grOMPB "fflagn 1-3040.0 ININN efflear MEW Man SOW Eli 1101012..11111,411.i 15151111.116019 ging* 1"1411F 27-6 CL52 D.I. > 6-1.1.1h • F._ a...PE. FP1.0 1-6% • 1 LOCATE CORE FROM EXTERIOR OF BUILDING. PLACE 0-9IFOW OF OUTSIDE ENCLOSURE AND 2-6 FROM TOP OF WALL FTG ALL PIPE AT EXTERIOR TO BE GALV. 0W FLOOR/SITE PLAN SCALE 1/4"=1'-0" AREA OF WORK KEY PLAN 11-ZJ 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp Approvals Required CITY OF TUKWILA OWNER /ARCHITECT Revisions Contract With: Phone: Fax: Contract Name: DOUBLETREE INN TUKWILA 16500 SOUTHCENTER PARKWAY TUKWILA, WA Drawing Title DRY STANDPIPE Key Plan Date: Job Number: Designer: Building Permit: November 07, 2019 04774C Kyle Whitt Drawing No. 61-2.5 INT LNDG —EXISTING 1" BRANCHUNE NEW 2.5" HOSE VALVE W12.5 x 1.5 REDUCING CAP TYP. ALL FLOORS 44-0.5 OINT LNDG d 35-5.5 NT LNDG 26-10.5 INT LNDG ch 18-3.5 NIA NT LNDG LVL 2 RISER CLAMP, RISER CLAMP INSTALL AT UNDERSIDE AT TOPIBOTTC41 AND EVERY OTHER FLOOR 22-7 LV 14-0 LVL 2 as ROUTE THROUGH 7- GAP IN STAIR TREAD ti 1 TO UNDERGROUND CONNECTION PIPE STAND FP1 0 0-6► 0.8 .00 8.0 FACING SOUTH STANDPIPE ELEVATION 0 1 2 4 8 SCALE 1/4"=1'-0" AREA OF WORK KEY PLAN 0-0 igh LVL 1 MU AC Without Comments As Noted in Red Per The Attached Letter 1-ese plans have been reviewed by The Tukwila Fire , ntjon Bureau for conformance ear til current City Toar ls. Acceptance is subject to errors and • . iissians which do not au t orizr violations of adopted :ndards and ordinances. '"^F responsibility for the ;;nequacy of design rests totally 'witn tne designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to Iield test and inspection by The Tukwila Fire Prevention Bureau. Date: 7-t �1 By: JIB qhs I► {G>~��C tats o4- hYd ahA hos-e. co frikveu4D0K5 EXISTING ELBOW FACING EAST i — 8" OUTLET AT BACK (6) 2.5" HOSE VALVES TEST HEADER DETAIL 6 WAY TEST HEADER LEAVE CAPPED AND STORE HEADER IN RISER ROOM WHEN NOT IN USE SEE DETAIL ABOVE REMOVE AND REPLACE EXISTING FLANGE AND STUB IN REMOVE EXISTING POST INDICATING VALVE REPLACE WITH REPAIR SLEEVE INSPECTAND REPAIR ANY CORODED SECTIONS OF UNDERGROUND RISER REBUILD PLAN SCALE 1/4"=1'-0" NOTES 1 DEMO ALL EXISTING PUMP EQUIPMENT. REBUILD SYSTEM RISER PER PLAN 2 DEMO EXISTING PIV PER PLAN FACING SOUTH CUT A MINIMUM 2-0 x 2-0 CLEARANCE IN SLAB FILL WITH GRAVEL FOR CLEARANCE AND DRAINAGE AREA OF WORK 4 a /A KEY PLAN FROM LVL 1 LOOKING UP TO THE SOUTHWEST STANDPIPE PERSPECTIVE NTS Fire Permit Number 11 - S - TO SChedUie inspections call 206-575-4407 FP1.0 0.7-- d _ EXISTING EDGE OF RAILING :XISTI 3.4 NG CL EXISTING HYDRANT 0-7 SCALE 1/4"=1'-0" EXISTING EDGE rOF RAILING 3-4 EXISTING CLEAR 2ND FLOOR PLAN 1 2 4 8 SCALE 1/4"=1'-0" 4" FLANGE 6" ABOVE GRADE 4 4x5 STORZ CONNECTION 36" MIN ABOVE GRADE o ; 0 ALL PIPE AT EXTERIOR TO BEGALV. 27-6 CL52 D.I. er 2-4 5_ 1 STAID 2 ors LOCATE CORE FROM EXTERIOR OF BUILDING. PLACE 0-9FOW OF OUTSIDE ENCLOSURE AND 2.6 FROM TOP OF WALL FTG 1ST FLOOR/SITE PLAN 1 2 4 8 SCALE 1/4'=1'-0" AREA OF WORK SCOPE OF WORK NORTHWEST FIRE SYSTEMS (NWFS) WILL PROVIDE ONE DRY CLASS 1 STANDPIPE IN STAIR 2 AS SHOWN ON THE PLAN. IT WILL BE INSTALLED ON THE INTERMEDIATE LANDING. WORK WILL COMMENCE ON SITE ATA NEW FDC LOCATED IN A PLANTER AS SHOWN ON THE SITE PLAN. NWFS WILL ALSO DECOMMISSION AND DEMOLISH THE EXISTING PUMP EQUIPMENT IN THE RISER ROOM, REBUILD THE EXISTING SYSTEM RISER AND ADDA FORWARD TEST HEADER FOR THE EXISTING BACKFLOW PREVENTION DEVICE. NWFS WILL START WORKATA 6" FLANGE 6" AFF IN MECHANICAL ROOM 141. ALL AREAS PROTECTED BY WET SYSTEM MUST BE MAINTAINED BY OTHERS ATA MINIMUM 40°F TO PREVENT FREEZING. EXCLUSIONS PAINTING OR LABELING OF PIPE AND/OR EQUIPMENT ELECTRICAL WIRING OF ANY KIND INCLUDING BUT NOT LIMITED TO WATERFLOW SWITCH, ELECTRIC BELL, AND TAMPER SWITCHES CENTRAL STATION MONITORING EQUIPMENT, WIRING AND SERVICES ALL UNDERGROUND WORK INCLUDING BUT NOT LIMITED TO: BACKFILL, SELECT FILL, BREAKING PATCHING, SAW CUTTING, LAWN REPAIR, LANDSCAPING, TREE REMOVAL, STERILIZATION, DEVELOPMENT FEES AND CITY CONNECTION. DESIGN CRITERIA PER NFPA14, 13 AND THE CITY OF TUKWILA SPRINKLER COVERAGE NOT BEING MODIFIED. SYMBOLS SPRINKLER PLAN SYMBOLS �s SWAY BRACING RDXX REI ww -oWM/MI WNW - Ix -x BB PIPE HANGER FLEXIBLE COUPLING RIGID COUPLING HYDRAULIC NODE LINE PIPE DESIGNATION LABEL MAIN PIPE DESIGNATION LABEL FLOW SWITCH (FS) CHECK VALVE BUTTERFLY VALVE BALL VALVE HOSE VALVE GROOVED ELL (LOOKING SIDEWAYS) GROOVED ELL (LOOKING DOWN) GROOVED 45° ELL VERTICAL OFFSET GROOVED 45° ELL LATERAL OFFSET THREADED PIPE VERTICAL OFFSET EXISTING SPRINKLER PIPING NEW SPRINKLER PIPING CENTERLINE OF PIPE TO BOTTOM OF DECK CENTERLINE OF PIPE TO BOTTOM OF BEAM OR JOIST CENTERLINE OF PIPE ABOVE FINISHED FLOOR THRUST BLOCK NEW UNDERGROUND PIPING BY RHFP UNDERGROUND NOTES 1. PIPE TYPE AND CLASS TO MEET LOCAL JURISDICTION APPROVAL. 2. ALL UNDERGROUND PIPING SHALL HAVE 3 FEET MINIMUM BURY (TO TOP OF PIPE). 3. ALL UNDERGROUND PIPING SHALL BE UL LISTED AND/OR FM APPROVED FOR FIRE PROTECTION. ALL PIPING WITHIN 5'-0" OF BLDG TO BE MIN CLASS 52 DUCTILE IRON. 4. ALL UNDERGROUND PIPING SHALL BE RESTRAINED IN ACCORDANCE WITH THE SPECIFICATIONS AND NFPA 24 (LATEST EDITION). 5. ALL UNDERGROUND PIPING SHALL BE HYDRO -STATICALLY TESTED AT NOT LESS THAN 200 PSI OR 50 PSI ABOVE STATIC PRESSURE IN EXCESS OF 150 PSI FOR TWO HOURS IN ACCORDANCE WITH NFPA24 (LATEST EDITION). 6. ALL UNDERGROUND PIPING SHALL BE FLUSHED IN ACCORDANCE WITH NFPA 24 (LATEST EDITION). FLOW THE REQUIRED RATE UNTIL WATER IS CLEAR AS INDICATED BY NO COLLECTION OF FOREIGN MATERIAL IN BURLAP BAGS AT OUTLETS. 4" - 490 GPM 6" - 880 GPM 8" -1,560 GPM 10" - 2,400 GPM 12" - 3,520 GPM 7. ALL UNDERGROUND PIPING SHALL BE STERILIZED PER LOCAL JURISDICTION REQUIREMENTS. kt7S 9:299T b 1-) \-'S -.101 I YSTIM 22645 83rd ave. S., Bldg D *Kent, WA 98032 Ph: 206.772.7502 * Fax: 206.772.7504 www.nwfiresystems.com LIC # NORTHFS928CR NICET Stamp f WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Byron Richard Moye 9419-0815-C Northwest Fire Systems NORTHFS928CR rn 0 0 0 12131/19 a Approvals Required CITY OF TUKWILA OWNER / ARCHITECT Revisions Contract With: • Phone: Fax: Contract Name: DOUBLE TREE HOTEL STANDPIPE AND RISER 16500 SOUTHCENTER PARKWAY TUKWILA, WA Drawing Title STANDPIPE/RISER DESIGN Key Plan Date: Job Number: Designer: Building Permit: October 01, 2019 04774C Kyle Whitt Drawing No. FP 1.0 10000 . Um r -- C:) ELECTRICAL NOTES: 1) INSTALLATION SHALL COMPLY WITH NFPA 70, PARTICULARLY ARTICLE 760, AND SHALL ALSO COMPLY WITH NFPA 72, AND ALL LOCAL ELECTRICAL CODES AND LOCAL JURISDICTION REQUIREMENTS. 2) CONDUIT INDICATED ON PRINTS IS DIAGRAMMATIC AND MAY BE REROUTED PER FIELD REQUIREMENTS. 3) AC POWER SHALL NOT OCCUPY THE SAME CONDUIT AS FIRE PROTECTION CIRCUITS (MOST FIRE DETECTION CKT'S ARE NEC CLASS 3) 4) ALL SLC LOOP WIRING SHALL BE 2 CONDUCTOR #16, UNSHIELDED, FIRE ALARM CABLE OF THE PROPER RISER AND / OR PLENUM TYPE. 5) CONVENTIONAL FIRE DETECTION INITIATING DEVICE CIRCUITS OR NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PARALLEL BRANCHED (TEE TAPPED) TO ENSURE SUPERVISION OF WIRING. ADDRESSABLE CLASS "B" FIRE DETECTION SIGNALING LINE CIRCUITS (SLC) MAY BE PARALLEL BRANCHED (TEE TAPPED) IF SO INDICATED ON THE SYSTEM PLANS. 6) OBSERVE POLARITY OF ALL FIRE DETECTION WIRING. POLARITY SHALL BE MAINTAINED THROUGHOUT ENURE SYSTEM; WIRE SHALL BE MARKED AND IDENTIFIED WHERE SPLICED, AND AT ANY JUNCTION BOXES. 7) THE FIRE ALARM PANEL GROUND SHALL BE A SEPARATE CONTINUOUS GROUND WIRE BACK TO THE SOURCE GROUND; CONDUIT GROUND IS NOT ACCEPTABLE PER MANUFACTURER'S SPECIFICATIONS. 8) ALL FIELD WIRING SHALL BE CHECKED FOR SHORTS, GROUNDS, & PROPER END OF LINE RESISTOR (ELR) VALUES BEFORE SCHEDULING CASCADE ALARM FOR SYSTEM CHECK OUT. DOCUMENT CIRCUIT READINGS AND PRESENT TO CASCADE ALARM TECHNICIAN UPON INITIAL ARRIVAL ON SITE. PROVIDE CASCADE ALARM A MIN. OF 2 WEEKS NOTICE PRIOR TO CHECK OUT. 9) FIRE ALARM PANEL, AND ANY OTHER FIRE DETECTION EQUIPMENT REQUIRING 120VAC, SHALL BE SUPPLIED BY A DEDICATED CIRCUIT BREAKER OTHER (NON—FIRE DETECTION) EQUIPMENT SHALL NOT SHARE THE FIRE ALARM CIRCUIT(S). THIS BREAKER SHALL BE LOCKED AND CLEARLY MARKED "FIRE ALARM CIRCUIT CONTROL". 120VAC POWER BY OTHERS. 10) POWER SHALL NOT BE APPLIED TO THE FIRE ALARM PANEL UNLESS A REPRESENTATIVE FROM CASCADE ALARM IS PRESENT. GENERAL NOTES: 1) NOTIFY CASCADE ALARM OF ANY DESIGN QUESTIONS OR CHANGES PRIOR TO INSTALLATION OR FABRICATION. COMPARE DRAWINGS WITH CURRENT CONTRACT DRAWINGS PRIOR TO INSTALLATION. 2) ANY ALTERATIONS OR VARIATIONS FROM DRAWINGS SHOULD BE APPROVED PRIOR TO WORK PROCEEDING AND DOCUMENTED ON THE AS BUILT DRAWINGS. VERIFY DEVICE LOCATIONS PRIOR TO INSTALLATION. 3) REFERENCE FACTORY INSTRUCTION MANUALS DURING INSTALLATION OF FIRE CONTROL EQUIPMENT. 4) DETECTORS SHALL NOT BE MOUNTED IN A DIRECT AIR STREAM. DO NOT INSTALL DETECTORS WITHIN 3'-0" OF AIR SUPPLY DIFFUSERS. 5) USE ONLY U.L. LISTED DEVICES. 6) DO NOT INSTALL DETECTOR HEADS UNTIL FINAL CLEANING HAS BEEN PERFORMED. 7) FIELD DETERMINE INTERFACE REQUIREMENTS AND LOCATIONS OF EQUIPMENT SUPPLIED BY OTHER TRADES. ( i.e.. SPRINKLER DEVICES, HVAC UNITS, FIRE DAMPERS, ELEVATOR CONTROLS, & FAN CONTROLS.) Without: C,ornrnents As Notk-,,S In Red ❑ Per The A_ta ched Letter These plans have been reviewed by The Tukwila Fire • -"ertti'n Bureau for coryi'orrner,.cce wftb current City .--;dards. Acce.otance subjeci errors and ^tons whici. do ;,c )ut_horize violet a„S of adopted -f :-aand ordinances. T i.,. ;z:: ; ,t;;ty for the nU. rds .. Atia cy or de igrt rest.F, totally \:\•;n the designer. ?-,loris, deletion; or ra inion the:;e drawings after date will void this c c .it t. 'ill require a esubmittai of r.✓ : iF,.3` �;, � i . o- yuent approval. nai acceptance is sub e.ct to field t :;t and inspection by rie Tukwila Fire~ Prevention Bureau. Pte: / )- - ( By: (by,/ w► -i I, W.4 c /(0- 9(..- 0 3.17 ROOF rUKWILAFIR- Please. I -Pleas c...`...�. give t :sand . m down or C ti SHNT E.O.L. r>crr and NOTICE 4 completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and ermination of the testing SHNT SHNT 1D SHU E.O.L. 1D 1D MM -1 1A 1D 1D MM -1 1A P 1A EXISTING SLC CIRCUIT \T DIAGAV SCALE: NTS WIRE SCHEDULE CODE DESCRIPTION / FUNCTION A 2C#16 TW. UNSH. JACKETED PAIR, SLC LOOP B 2C#14, UNSH. HORN/STROBE OR NAC TRIGGER CKT.'S C 2C#16, UNSH. POWER OR AUX. CONNECTION D 2C#16, UNSH. MODULE INITIATION ZONE E 2C#16 UNSH. TW PR., SYSTEM BUS F 2#14, THHN — FOR USE IN U.G. CONDUIT & WET LOCATIONS G 2C#16 SH. W/ AUDIO TWIST — FOR SPEAKER CKT. WIRING TO MEET NEC 760 STANDARDS USE SHIELDED WIRE ON SLC LOOP ONLY. ALL SHIELDS MUST BE TIED THROUGH, ISOLATED, AND TERMINATED. COICHDI\ATIO\ ITEVS THESE ARE TYPICALLY THE ITEMS THAT GET OVERLOOKED AND MAY LEAD TO DELAYS IN THE COMPLETION OF THE FIRE ALARM SYSTEM AND PROJECT. 1. SITE ELECTRICAL CONTRACTOR SHALL PROVIDE DEDICATED 120VAC POWER CIRCUIT WITH BREAKER LOCK—OUT FOR ALL FIRE ALARM EQUIPMENT. 2. ELECTRICAL FINAL SHALL BE COMPLETED PRIOR TO SCHEDULING CASCADE ALARMS FOR CHECK—OUT, UNLESS REQUIRED BY AHJ. 3. NOTIFY CASCADE ALARM A MIN. OF 2 WEEK, PRIOR TO FINISHED INSTALLATION OF ALL WIRING, DEVICES AND POWER, FOR SCHEDULING OF SYSTEM CHECK—OUT AND PROGRAMMING. CASCADE ALARM REQUIRES A MIN. OF 2 DAYS FOR CHECK—OUT AND PROGRAMMING PRIOR TO SCHEDULING A FIRE ALARM FINAL. LARGER SYSTEMS WILL REQUIRE MORE TIME. FAILURE TO HAVE WORK COMPLETED WILL REQUIRE RESCHEDULING AND ADDITIONAL COSTS. TO SHUNT TRIPS SEPARATE HIGH & LOW VOLTAGE PER NEC REQUIREMENTS 47K EOL RESISTOR TO FIRE ALARM TYPICAL HEAT D E TE C TO WRING 9 SCALE NTS BILL OF MATERIALS (BOM) ITEM SYM QTY MODEL NUMBER DESCRIPTION MANUFACTURER MOUNTING 1 ® 1 SD505—APS ADDRESSABLE SMOKE DETECTOR W/ BASE SILENT KNIGHT MOUNTS ON SD505-6AB BASE 2 ®c 2 5621 CONVENTIONAL HEAT DETECTOR, DUAL CIRCUIT SYSTEM SENSOR 4" OCTAGON OR 3.5" OCTAGON 3 MM -I 2 SD500—MIN ADDRESSABLE SINGLE INPUT MODULE SILENT KNIGHT SINGLE OR 4" SQUARE BOX TROUBLE 1. FACP 4 SINT SHUNT TRIP EQUIPMENT, PROVIDED BY OTHERS 5 6 SUPV. @ FACP X X 7 8 9 10 11 12 13 14 15 TRANSMIT ALARM TO MONITORING 16 17 18 TRANSMIT TROUBLE TO MONITORING 19 20 TRANSMIT SUPV. MONITORING X 21 22 23 24 25 SHUNT SIGNAL TO ELEVATOR EQUIP. X 26 27 28 29 30 LABEL EOL DEVICES FOR ADDITIONAL MOUNTING OPTIONS SEE DATA SHEETS, PROVIDED. ELEVATOR SHUNT TRIP SYSTEM SEQUENCE OF OPERATIONS SYSTEM OUTPUT SYSTEM INPUT HEAT DETECTOR ELEV. SHUNT ALARM cFACP TROUBLE 1. FACP SUPV. @ FACP X X ACTIVATE NOTIFICATION DEVICES TRANSMIT ALARM TO MONITORING TRANSMIT TROUBLE TO MONITORING TRANSMIT SUPV. MONITORING X XTO SHUNT SIGNAL TO ELEVATOR EQUIP. X PAID !P'! 22 ?f113 27d pcv 767-5800 0 cV N 0 0o rn P.O. BOX 7459 KENT, WA ISSUE COMMENTS ISSUED FOR APPROVAL z rr cc cc H N UJ Cr 0 SCALE: NTS LTJ (f) ›— LLJ LL LiJ LL W O z 0 00 V') 4.0 CL 0 � H � Qi U) 0 I C]0 W —J W 16500 SOUTHCENTER PARKWAY TU K WI LA, WA ST -01 1 OF 2 1'-1" 3'-11" 9'-3" 3' 4" 4'-3" 7" 4' 6" 2' 2" 11 4' 2" 28'-5" 5'-5" 7" 4'-6" 2' 2" 4' 2" 5' 5" 7" 4' 6" 2'-2" 3' 5" 3' 8" Q LL C 1D MM 1A TAC50-04M CONTROLLER WT = 600 LBS 1D TAC50-04M CONTROLLER WT = 600 LBS HEAT RELEASE DUE TO ELEVATOR EQUIPMENT =29,355 BTU/HOUR 1 1 C.O.L. 1D 1D E.O. L 1D TAC50-04M CONTROLLER WT = 600 LBS w REPLACE EXITING ADDRESSABLE HEAT WITH ADDRESSABLE SMOKE DETECTOR REPROGRAM PANEL FOR SMOKE DETECTOR SIZE AND TYPE OF WIRE TO BE DETERMINED 3Y ELECTRICAL CONTRACTOR TO MEET SHUNT EQUIPMENT REQUIREMENTS LOCATE HEAT DETECTOR WITHIN 18" OF SPRINKLER HEAD, SP. INKLER HEADS ARE 165 DEGREES 767-5800 P.O. BOX 7459 KENT, WA 98042 (206) ISSUE COMMENTS ISSUED FOR APPROVAL z CC CC LLi w 0 SCALE: 1/2" = (f) (f) W LL J LiJ Li LL 0 0 J 0 0 U 1 0 LLI J L,J 16500 SOUTHCENTER PARKWAY TU K WI LA, WA ST -02 2 OF 2 L 2 FREEZER KITCHEN HOOD SWITCH FAN ROOM 12 WALL OUTSIDE STORAGE KITCHEN HOOD SLC M33 TO =ACP 3 FOOD STORAGE OUTSIDE TERRACE PINNACLE R EXEC. CHIEF ELECTRICAL HOUSEKEEPER BEV. SERVICE SUMMIT ROOM 2 LIQUOR. STORAGE OFFICE SUMMIT ROOM I BANQUET STORAGE BREAKROOM 15cd HOUSEKEEPER RANIER ROOM OL SPK. I STB I 15/75cd — SHORT WALL VESTIBULE CORRIDOR IIOcd WOMEN M EN I 5cd MONTEREY 3 MONTEREY 2 PK. 2 EOL PARTITIONS SUNRISE ROOM 14'-4" 58 -9" SLC MOI TO FACP SIC M33 TO FACP NORTHWEST LANDING I50-0 PARADISE ROOM MONTEREY I BANQUET OFFICE 28' 15r75cd I,D TO FACP CIRCUIT #3 PREFUNCTION CORRIDOR 13 -2° WOMEN GIFT SHOP FRONT DESK ATION STORAGE 27 30-0" GLAS WALL OFFICE USINESS CENTER OFFICE WOMEN EO STOK. VESTIBULE OFFICE OFFICE OFFICE TO FACP S BUS 40 FIREMAN! PHONE CIRCUIT # 1 41' IO' RAQUETBALL SWIMMING PRINKLER RISER ROOM 10 43' 47 2 1 3 SLC M33 TO FACP FIREMAN PHONE CIRCUIT #2 4 — Mg 4 These 'revention standards. )missions standards adequacy additions, his esubmittal =final Ehe )ate: ACCEPTED ❑ WithoutComments A l As Noted In Red ❑ Per The Attached Letter plans have been reviewed by The Tukwila Fire Bureau for conformance with current city Acceptance is subject to errors and which do not authorize violations of adopted and ordinances. The responsibility for the of design rests totally with the designer. deletions or revisions to these drawings atter date will void this,acceptance and will require a of revised drawings for subsequent approval. acceptance is subject to fieki test and inspection by Tukwila Fire Prevention Bureau. (').1-0 7 By: Al .c I I Y fuKWILA FIRE DEPAR' Please call: 575.4407 and give this job No.()7-r_/y/ and exact address for 5 auwn or restoration apf . C lived A p✓11 S4u-hahS rets ivtA 1 i 10(.6(.4* deirtec o+• Cied►cA,-( NOTICE A completed, signed, Fire Department Pre-test Certificate must be presented to the Inspector prior commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee termination of the testing. a4 g j I e kris . CortvA 6 rev kir Tukwila to and WIRE LEGEN D A=16-2 ADDR. INITIAT. CKT B= 16-2x2 ADDR. INITIAT. CKT LOOP C= 14-2 INDICATING CKT. D D= I4 -2x2 INDICATING CKT. LOOP E= 16-2 CONVEN. INITIAT. CKT. F= 16-2x2 CONVEN. INITIAT. CKT. LOOP G=14-2 24VDC POWER CKT. H= 14-2 TWISTED/SHIELDED SPEAKER. CKT. 1= 1 4-2x2 TWISTED/SHIELDED SPK. CTK. LOOP J= 1 6-4 ANNUNCIATOR CTK. K= 16-2 CONTROL CTK. KEY LEGEND FIRE ALARM CONTROL PANEL FACP KEYPAD ANNOUCIATOR K PULL STATION P ® SMOKE DEFECTOR ® HEAT DETECTOR O THERMAL DETECTOR POWER SUPPLY, NAC PS WATERFLOW FIRE SPRINKLER VF SUPERVISORY SWITCH POST INDICATOR VALVE SWITCH iE =11 SPEAKER STROBE STROBE ONLY END OF LINE DEVICE EOL gBELL STROBE ❑Q HORN STROBE ® DUCT SMOKE DEFECTOR BEAM DETECTOR R MEDT, hut. rovot UNDESIGNATED WIRES INDICATE DATA L R N.F.P.A. 72 ITh DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INST NOTES ta a) 0111: en'—N m oma Irti 1- (.2 Ul�lf)0 , .... 4 E 3 6 .; « • -0 U O = e0 al s- 4 (12 o 9 J CDCD C O M ( \ I u u SHEET TITLE SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: I/16'= I' DATE: 5/7/07 PROJECT: DOUBLETREE SHEET IDENTIFICATION FI 1 OF 9 D B A r FREEZER WALK-IN FREEZER KITCHEN HOOD FAN ROOM 12 WALL OUTSIDE STORAGE SIL M33 TO FACE' KITCHEN HOOD FOOD STORAGE OUTSIDE TERRACE PINNACLE R EXEC. CHIEF ELECTRICAL HOUSEKEEPER BEV. SERVICE SUMMIT ROOM 2 LIQUOR STORAGE OFFICE SUMMIT ROOM I BANQUET STORAGE IIOcd HOUSEKEEPER OL SPK.1 1 5/75c.1 RANIER ROOM — SHORT WALL CORRIDOR FOYER 15/75cd ST 3 SPK 2 WOMEN 15cd MEN 15cd MONTEREY 3 MONTEREY 2 PK. 2 EOL PARTITIONS (TIP.) 75. SUNRISE ROOM 58-9' SLC MOI TO FACP SIC M33 TO FACE' NORTHWEST LANDING PARADISE ROOM MONTEREY I I5/75cd EOL STB. #2 TO FACP CIRCUIT N3 I,D PREFUNCTION CORRIDOR WOMEN 11,C FRONT DESK ti C,11 GIFT SHOP ADMINISTRATION STORAGE 2T GLASS WALL OFFICE USINESS CENTER OFFICE EO STOR. VESTIBULE OFFICE OFFICE OFFICE TO FACP SBUS NINE lig klOir SOW And F� FIREMA PHONE CIRCUIT N I 4d RAQUETBALL SWIMMING PRI NKLER RISER ROOM L_ 1 3' I G' 98 2 28'-4" 27' 3 FIREMAN PHONE CIRCUIT //2 SLC M33 TO FACE' `3 afIY,Od 'i'Je it . .__ R_ .'I T L l ;.`:ILA C WIRE LEGEND A= 16-2 ADDR. INITIAT. CKT B=16 -2x2 ADDR. INITIAT. CKT LOOP C= 14-2 INDICATING CKT. D D= 1 4-2x2 INDICATING CKT. LOOP 1 E= 1 6-2 CONVEN. INITIAT. CKT. F= 1 6-2x2 CONVEN. INITIAT. CKT. LOOP G= 14-2 24VDC POWER CKT. H=14-2 TWISTED/SHIELDED SPEAKER. CKT. I=14 -2x2 TWISTED/SHIELDED SPK. CTK. LOOP J=16-4 ANNUNCIATOR CTK. K= 16-2 CONTROL CTK. KEY LEGEND FIRE ALARM CONTROL PANEL FACE' K KEYPAD ANNOUCIATOR P PULL STATION • SMOKE DETECTOR ® HEAT DETECTOR 0 THERMAL DETECTOR PS POWER SUPPLY, NAC iM WATERFLOW FIRE SPRINKLER FS SUPERVISORY SWITCH IV POST INDICATOR VALVE SWITCH SPEAKER STROBE STROBE ONLY END OF LINE DEVICE EOL gBELL STROBE ❑Q HORN STROBE DUCT SMOKE DETECTOR R BEAM DETECTOR UNDESIGNATED WIRES INDICATE DATA LOOP DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 NOTES L 4� j9]d-03O 4 cn co a) c)E „v0 ceOO IL V Ill W - 1\ 1\ Cii C) N V V SHEET TITLE SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: I' DATE: 4/1 I /O6 PROJECT: DOUBLETREE SHEET IDENTIFICATION FI OF .c4eAlre e4 7 5 FROM FACP CKT. #4 FEED TO 3RD FL. FEED FROM 1ST FL. 232 231 0 0 D EED TO 3RD FLOOR CKT. # I 2 202 203 3 FEED FROM 1ST FL. EED TO 3RD FLOOR CKT. 3 204 FP l 230 0 229 228 u c� 0 0 227 226 0 0 225 224 0 0 c� 0 223 d 0 0 L 238 0 0 0 1 IOcd FROM FACP CKT. #5 FEED TO 3RD FL. 0 0 0 0 [1 DOUBLETREE 2ND FLOOR 217 0 El M33 SLC LOOP TO 3RD FLOOR M33 SLC LOOP TO FACP 231 230 0 0 0 ti 229 228 0 0 0 212 213 0 0 n 214 215 FEED FROM 1ST FL: im FEED TO 3RD FLOOR CKT. #2 2 I G 4 D C WIRE LEGEND A=16-2 ADDR. INITIAT. CKT B= 1 6-2x2 ADDR. INITIAT. CKT LOOP C= 14-2 INDICATING CKT. D=14 -2x2 INDICATING CKT. LOOP E=16-2 CONVEN. INITIAT. CKT. F=16 -2x2 CONVEN. INITIAT. CKT. LOOP G= 14-2 24VDC POWER CKT. H=14-2 TWISTED/SHIELDED SPEAKER. CKT. 1= 14-2x2 TWISTED/SHIELDED SPK. CTK. LOOP J=16-4 ANNUNCIATOR CTK. K= 16-2 CONTROL CTK. KEY LEGEND FIRE ALARM CONTROL PANEL FACP PULL STATION P KEYPAD ANNOUCIATOR K ® SMOKE DETECTOR POWER SUPPLY, NAC PS WATERFLOW FIRE SPRINKLER Wil LI SUPERVISORY SWITCH SQQ SPEAKER STROBE STROBE ONLY END OF LINE DEVICE EOL ® HEAT DETECTOR BELL STROBE EK HORN STROBE ® DUCT SMOKE DETECTOR BEAM DETECTOR R 2 THRU 8 FLOOR -M33 F.A.C.P. SLC 1 RST FLOOR 5815 SLC NOTES INDICATE DATA LOOP UNDESIGNATED WI DEVICES ARE FOR REFERENCE ONLY AND SHALL DE INSTALLED PER N,F.P.A. 72 0 U W to 0 0 zuJ0 ILI aci a 0 z 0 �m 00- z < za 0- 0< D a2 (V SHEET TITLE LLI DZ 11-1 z z0 0 o 9 W 0 SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: I/8'= I' DATE: 7/2 1 /O6 PROJECT: DOUBLETREE SHEET IDENTIFICATION 2 2 OF 9 2 3 FEED TO 8Th FL CKT. #1 M33 SLC LOOP TO 4Th FLOOR TOWN SLC LOOP TO 2ND FLOOR FEED TO 8Th FL. ROM FACP CKT. #5 FROM FAO') CKT. #4 FEED TO 8Th FL. FEED TO 8Th FL: 3 16 LIVING KING FROM 3RD FL CKT. #2 322 I I 321 320 1 319 STAIRS 338 STORAGE VENDING 2 DOUBLETREE 3RD FLOOR 3 4 D C WIRE LEGEND A= 1 G-2 ADDR. INITIAT. CKT B= I G -2x2 ADDR. INITIAT. CKT. LOOP C= 14-2 INDICATING CKT. D= 14-2x2 INDICATING CKT. LOOP E= 16-2 CONVEN. INITIAT. CKT. F= 16-2x2 CONVEN. INITIAT. CKT. LOOP G=14-2 24VDC POWER CKT. 11= 14-2 TWISTED/SHIELDED SPEAKER. CKT. 1= I4 -2x2 TWISTED/SHIELDED SPK. CTK. LOOP J=16-4 ANNUNCIATOR CTK. K= I G-2 CONTROL CTK. KEY LEGEND (FACP FIRE ALARM CONTROL PANEL El FULL STATION El KEYPAD ANNOUCIATOR SMOKE DETECTOR PS POWER SUPPLY, NAC WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH D SPEAKER STROBE STROBE ONLY EOL END OF LINE DEVICE NEAT DETECTOR BELL STROBE 2 THRU 8 FLOOR -M33 F.A.C.P. SLC I RST FLOOR 5815 SLC INDICATE DATA UNDESIGNATED W NOTES DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 SHEET TITLE SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: 1/8'= I' DATE: 4/1 1/06 PROJECT: DOUBLETREE SHEET IDENTIFICATION F3 3 OF 9 2 FEED TO 8Th FL CKT. #1 33 SLC LOOP TO 5Th FLOOR OWN SLC LOOP TO 3RD FLOOR FROM 1ST FL. FEED TO 8Th FL. ROM FACP CKT. #5 FROM FACP CKT. #4 FEED TO 8TH FL. FEED TO 8T1-1 FL 41 6 LIVING KING ROM 3RD FL CKT. #2 422 421 420 415 STAIRS 438 ELECTRICAL RM. 2 DOUBLETREE 4Th FLOOR 3 1 D C WIRE LEGEND A=16-2 ADDR. INITIAT. CKT B= 1G -2x2 ADDR. INITIAT. CKT. LOOP C= 14-2 INDICATING CKT. D= 14-2x2 INDICATING CKT. LOOP E= 1 G-2 CONVEN. INITIAT. CKT. F= I G -2x2 CONVEN. INITIAT. CKT. LOOP G= I 4-2 24VDC POWER CKT. h= 14-2 TWISTED/SHIELDED SPEAKER. C.T. I= I 4-2x2 TWISTED/ShIELDED SM. CTK. LOOP J=16-4 ANNUNCIATOR CTK. K= I 6-2 CONTROL CTK. KEY LEGEND FIRE ALARM CONTROL PANEL FACP PULL STATION P YPAD ANNOUCIATOR K • SMOKE DETECTOR POWER SUPPLY, NAC PS PH WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH 5 EKI SPEAKER STROBE STROBE ONLY F..;.. END OF LINE DEVICE EOL 0 HEAT DETECTOR 0 BELL STROBE 2 THRU 8 FLOOR -M33 F.A.C.P. SLC I R5T FLOOR 58 I 5 5LC INDICATE DATA LOOP UNDESIGNATED W NOTES DEVICES ARE SHEET TITLE SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: 1/5*=-- I' DATE: 4/1 1/OG PROJECT: DOUBLETREE -SHEET I DENT' F I CATI ON F4 4 °F 9 2 3 O 532 FEED TO 8TH FL CKT. #1 U D FROM 1ST FL. 531 c� 0 530 a 529 528 O 527 526 O 525 524 O 523 V51 FROM FACP CKT. #4 .44 FEED TO 8Th FL. 501 0 i 502 503 O cQ O 504 505 O O 506 O O M33 SLC LOOP TO 6TH FLOOR OWN SLC LOOP TO 4TH FLOOR FEED TO 8Th FL 507 508 509 ROM FACP CKT. #5 O R 510 538 ELECTRICAL RM. O 0 0 O FEED TO 8TH FL. 51I 512 513 514 515 DOUBLETREE 5Th FLOOR Al ROM 4Th FL CKT. #2 UP 516 LIVING KING 4 D C WI KE LEGEND A= 1 6-2 ADDR. INITIAT. CKT B= I G -2x2 ADDR. INITIAT. CKT. LOOP C= 14-2 INDICATING CKT. D= 14-2x2 INDICATING CKT. LOOP E= I G-2 CONVEN. INITIAT. CKT. F= 1 G -2x2 CONVEN. INITIAT. CKT. LOOP G= 14-2 24VDC POWER CKT. H= 14-2 TWISTED/SHIELDED SPEAKER. CKT. 1= 1 4-2x2 TWISTED/SHIELDED SPK. CTK. LOOP J= 16-4 ANNUNCIATOR CTK. K= I G-2 CONTROL CTK. KEY LEGEND FACP FIRE ALARM CONTROL PANEL PULL STATION KEYPAD ANNOUCIATOR SMOKE DETECTOR PS POWER SUPPLY, NAC WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH EKI SPEAKER STROBE STROBE ONLY EOL END OF LINE DEVICE HEAT DETECTOR BELL STROBE 2 THRU 8 FLOOR -M33 F.A.C.P. SLC 1 RST FLOOR 5815 SLC INDICATE DATA LOOP UNDESIGNATED WI NOTES DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 t O U 0 U 0 z N z U 0 0 LUJ � m 0 �w 2m 0 0- d of 0< a01 D d2 v U SHEET TITLE LLJ W LLQ 0 Wz0 Uzi 0 SHEET DATA DRAWN BY: PD CHECKED BY: KOC SCALE: I /8'= 1' DATE: 4/1 1/06 PROJECT: DOUBLETREE SHEET IDENTIFICATION F5 5 OF 9 O 632 FEED TO 8TH FL. CKT. # I FROM 5TH FL. 631 O 630 O 629 4a O 628 O 627 R U O 626 O n 625 624 423 638 STORAGE O O FROM 5Th FL. CKT #4 FEED TO 8Th FL. • FP 2 3 601 0 602 603 604 605 O 606 1 IOcd 1IOcd 33 SLC LOOP TO 7TH FLOOR TOWN SLC LOOP TO 5TH FLOOR O 607 O R 608 O FEED TO 8Th FL. I°FROM 5TH FL. CKT. #5 609 O 610 U O O G22 621 ri 620 619 618 61 IFF x STAIRS 61I O 612 613 614 615 FEED TO 8Th FL. VENDING IU 2 DOUBLETREE 6T1-1 FLOOR 3 FROM 5Th FL. CKT. #2 6 I G LIVING KING 4 D C WIRE LEGEND A= 16-2 ADDR. INITIAT. CKT B=16 -2x2 ADDR. INITIAT. CKT LOOP C= 14-2 INDICATING CKT. D=14 -2x2 INDICATING CKT. LOOP E= 16-2 CONVEN. INITIAT. CKT. F=16 -2x2 CONVEN. INITIAT. CKT. LOOP G=14-2 24VDC POWER CKT. 11=14-2 TWISTED/SHIELDED SPEAKER. CKT. I=14 -2x2 TWISTED/SHIELDED SPK CTK. LOOP J=16-4 ANNUNCIATOR CTK. K=16-2 CONTROL CTK. KEY LEGEND FACP FIRE ALARM CONTROL PANEL PULL STATION El KEYPAD ANNOUCIATOR SMOKE DETECTOR PS POWER SUPPLY, NAC WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH SPEAKER STROBE STROBE ONLY EOL END OF LINE DEVICE HEAT DETECTOR BELL STROBE D HORN STROBE DUCT SMOKE DETECTOR BEAM DETECTOR 2 THRU 8 FLOOR -M33 F.A.C.P. SLC I RST FLOOR 5815 SLC INDICATE DATA LOOP UNDESIGNATED WI NOTES DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 N trtO U U U) N z z 1- w U 0 0 W N m ° FU tu H U H 3N C Q L HORN STROBES AND FIREMAN PHONES 3RD THRU 8Th FL TYP. O co m co 1— cm co LO 5m�c°o do t)O dap 1L U NZ 02 J N. t\ 0 N SHEET TITL SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: 1/16'=1' DATE: 4/1 1/06 PROJECT: DOUBLETREE SHEET IDENTIFICATION F6 G OF 9 0 732 0 FEED TO 8Th FL CKT. #1 731 CD 701 702 703 704 705 706 0 0 0 M33 SLC LOOP TO 8Th FLOOR OWN SLC LOOP TO GTH FLOOR 0 0 0 0 730 t� 729 O 728 O 727 R C-.7) 726 n O v 725 724 u O O n 723 738 ELECTRICAL RM. FROM 6T11 FL CKT. #4 C FEED TO 8Th FL. 1 1 Ocd D 707 708 FEED TO 8TH FL O 709 ROM 6Th FL CKT. #5 710 711 712 0 0 FEED TO 8TH FL. 713 714 715 Fi 2 DOUBLE -TREE 7Th FLOOR 3 ROM 6TH FL CKT. #2 STAIRS UP 716 LIVING KING 4 D C WIRE LEGEND A=I G-2 ADDR. INITIAT. CKT B= 16-2x2 ADDR. INITIAT. CKT. LOOP C= 14-2 INDICATING CKT. D= 1 4-2x2 INDICATING CKT. LOOP E= 16-2 CONVEN. INITIAT. CKT. F= 16-2x2 CONVEN. INITIAT. CKT. LOOP G= 14-2 24VDC POWER CKT. H=14-2 TWISTED/SHIELDED SPEAKER. CKT. I= 1 4-2x2 TWISTED/SHIELDED SPK. CTK. LOOP J= I G-4 ANNUNCIATOR CTK. K= 16-2 CONTROL CTK. KEY LEGEND FACP FIRE ALARM CONTROL PANEL PULL STATION El KEYPAD ANNOUCIATOR SMOKE DETECTOR PS POWER SUPPLY, NAC WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH ❑4 SPEAKER STROBE 0 STROBE ONLY EOL END OF LINE DEVICE HEAT DETECTOR BELL STROBE 2 THRU 8 FLOOR -M33 F.A.C.P. SLC I RST FLOOR 5815 SLC UNDESIGNATED WIRES INDICATE DATA LOOP NOTES DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 O co 0 m 1— m 0 CO aiUtfl00 co pQt��co ttl Li) QUO• �� v ;L in O (V SHEET TITLE Lu LU (Z wz0 z 0 I- n SHEET DATA DRAWN BY: PD CHECKED BY: KBC SCALE: I/8'= I' DATE: 4/1 1/06 PROJECT: DOUBLETREE SHEET IDENTIFICATION F7 7 OF 9 D C B A 0 832 U DN FROM 7TH FL. 831 R 0 830 a 0 829 828 827 Q 826 Zi 0 825 -DN R 0 FROM 7TH FL CKT. #4 41ZON 824 0 823 n 838 ELECTRICAL RM. 2 0 801 i 802 803 804 805 806 0 0 0 1 I Ocd DOWN SLC LOOP TO 7TH FLOOR 0 807 Thf 808 0 809 ROM 7TH FL CKT. #5 R 810 D 811 0 O 812 813 0 0 0 0 2 DOUBLE -TREE 8T1-1 FLOOR 3 5 Al U ROM 7TH FL CKT. #2 814 815 816 LIVING KING 0 4 D C WIRE LEGEND A= 1 6-2 ADDR. INITIAT. CKT B=16 -2x2 ADDR. INITIAT. CKT. LOOP C= 14-2 INDICATING CKT. D= 1 4-2x2 INDICATING CKT. LOOP E= 16-2 CONVEN. INITIAT. CKT. F=16 -2x2 CONVEN. INITIAT. CKT. LOOP G= 14-2 24VDC POWER CKT. 11=14-2 TWISTED/SHIELDED SPEAKER. CKT. 1= I 4-2x2 TWISTED/SHIELDED SPK. CTK. LOOP J=16-4 ANNUNCIATOR CTK. K= 16-2 CONTROL CTK. KEY LEGEND FIRE ALARM CONTROL PANEL FACP PULL STATION P KEYPAD ANNOUCIATOR K SMOKE DETECTOR POWER SUPPLY, NAC PS ® WATERFLOW FIRE SPRINKLER SUPERVISORY SWITCH FS EKI SPEAKER STROBE STROBE ONLY r. END OF LINE DEVICE EOL ® HEAT DETECTOR SBELL STROBE 2 THRU 5 FLOOR -M33 F.A.C.P. SLC I RST FLOOR 5815 SLC INDICATE DATA LOOP UNDESIGNATED WI NOTES DEVICES ARE FOR REFERENCE ONLY AND SHALL BE INSTALLED PER N.F.P.A. 72 z z 0 0 U 0 0 f) z U 0 J N F_ m� 0 1u D (13 1- n 1U :� ocL Q ozf of z 3� D 72 2 O 1-- m (jN�a <0 LO O OS ca °0 011 cu VIO g)O 1� mcil J � O N CO V SHEET TITLE SHEET DATA DRAWN BY: PD CHECKED BY: MC SCALE: I /8''= I' DATE: 4/1 1/06 PROJECT: DOUBLETREE SHEET IDENTIFICATION F8 8 OF w 0 m G U 0 1- 0 -I0 w0 u -m PROPERTV LINE 30 LIMIT OF 15' EASEMENT TO 8E OBTA/NED BY0JiWEFi' 8 X 8 TEE 01/ET TAP) 8 "6ATE !/'9L VE ASPHALT PAR/f/416 AREA 25 EX/5T. GROUND 1! 20 24' OPENING AB0/15 SECTION R- A HORIZONTAL 1"= /0' VERT/CAL.• /"=5' PROPOSED SAN. SEWER PREFABRICATED MANHOLE LADDER PLAN ELEU. 32.0 4 "ADJUST/NG RINGS M. H. / R/M 24 90 LE /737, f /WATCH CROWN OF EX./2" EX/5T/NG POWER VAULT A EX/STING CONCR5TE.CURS z 8x8 TEE " PLUG 8',6ATE GAL!/E L, 250 L. F, 5=0..0028 FT/FT PRECAST (IRI/LT #5/06 8Y UTILITY VAULT CO. OR EQUAL WFP 8"BEND5 ,95 REQ'D TO AI/O/D VAULT 5 MH? �/ 8"D. I, 616}5 INSTALL MANHOLE ON EX/STING /2" RC SEWER L/NE BACH CURB WASHER f NUT FUTURE CONNECT/ON C8 --1 ®5LOPE /0 • 42) eo 3%2" F 4" ORR/MUNE; CONNECT TO STORM DRAIN (LEUATION EX/ST/NG ASPHALT SURFACE OUTS/DE WALL OF PRECAST PRESSURE REDUCING' STAT/ON 8"t FIRE HYDRAkT ASSEMBLY • GALU. P/PE CLAMP CR/NEL L F/6 261 FOR 3"C/P BOLTS SUPPLIED WITH CLAMPS 2/8 L. F. 5= 0 00 28 FT/ F7 S /0" 5,94/ SE'Eft N113 1..E. /9.05 /N 1E, /8.95 OUT EX/ST GRADE 20 0 14 FINAL GRADE 29,51 MI/4 /F /9.95'/N /E. 2005 OUT (FUTURE) 4" EX/ST/NG GRADE 20.0 f FINAL GRADE/ 30.0 - 4iL CHANNEL FOR FUTURE EXTENSION SOUTH 320-L:F S'= ODB FTiP 5 _ /0 " is O'x 78.34,_ PVC, .50R 35 OR /.5. ,-(euT) 18.24 CONCRETE, ASTM C/4, CL 2 EX/B r/N6 GRADE 22.0 t FINA(; O'RADE 30.5 ± 45'4 8"PLu6-- 541/MVO FIRE HYDRANT ,QSSE/VI FSLY SPRINKLER P/T ,15 ,PER C/TY OF TLX1f/LA STANDARDS t a Coo ° BEND 3'i 5TANDP/PE 3" GYP 1/2" SOLT THROUGH CLAMP 1 AND EYE BOLT 1/2" THREADCD Sys BOLT TURNBUC/fLE THRUST R00 DETA/L NOT TO SCALE CONCRETE THRUST BLOCK 4 SOFT: BEAR/NG ON UND/STUBBED SO/L 4 " 0/ TO 8U/1 0/N6 POURED /N PLACE CONCRETE, SLOPE TO DRA/N. WOOD FLOAT FINISH PRESSURE REDUC/NG 57)9T/ON SCALE • //2" _ f' -O" GENERAL NOTES 1. ALL WORK TO BE PERFORMED ANI) MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH THE APWA "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION," 1977 EDITION, AND CITY OF TUKWILA REQUIREMENTS. 2. LOCATION OF,EXISTING UTILITIES SHOWN HEREON IS APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF -EXISTING FACILITIES WITH RESPECTIVE UTILITY COMPANY PRIOR TO CON- STRUCTION. 3. PROJECT BENCH MARK CHISELED SQUARE ON CONCRETE BASE OF LIGHT STANDARD AT SOUTHEAST CORNER OF SOUTHCENTER PARKWAY AND STRANDER BOULEVARD, ELEVATION 45.89, CITY OF TUKWILA DATUM. 4. CONTRACTOR SHALL RESTORE ALL SURFACES DAMAGED IN THE COURSE OF CONSTRUCTION. 5 FIRE HYDRANTS SHALL COII4PL Y W TH CITY OF RA-Ill/LA ORD///MANCE /V0.729, LIST OF M\TERIALS M H3 // CHANNEL FOR FUTURE 8"CONNECT/ONS NORT// AND SOUTH S/Df, /. E. RIM EL. 32.0 PRESSURE REDUCING STAT/ON *4I (SEE -DETAIL TI/I5-51/EfT)- - FIRE HYDRANT 6 "WATER SERI//CE /1S5EMBL Y LINE 8'X30 ° BEND 0 FIRE //YDRANT ASSEM,BL Y • .5k11 MVO F/RE //YDR T ASSEM/3L Y 144 61.! 1 r LTAC a.. 1- r crs �z t� o a . r a CJ 0 U U r • 2- 8"GATE !/AL IVES /-8x8 TEE ell PLU6 (Fo, CONNECT/ON TO PFr9POSED OFF/CE BU/L D/N6 V t WFC"'"', 8"K30 ° BEND 1. SIX-INCH DUCTILE IRON ADAPTOR, FLXPE. (1) 2. 6" l 4" REDUCER, FL., WITH BLIND FLANGE ON FOUR -INCH SIDE, TAPPED THREE-INCH IPT. (1) 3. THREE-INCH GIP. 4. "Y" STRAINER, THREE-INCH, SCREWED, 1/16 -INCH PERFORATED BRASS SCREEN, MUESSCO #11, OR EQUAL. (1) 5. THREE-INCH GIP TEE, 3" X 11�" REDUCER GIP, IPT. (2) 6. THREE-INCH GATE VALVE, SCREWED IPT, HANDWHEEL, 0 -RING SEALS, MUELLER NO. A-2380-8, OR EQUAL. (2) 7. THREE-INCH PRESSURE REDUCING AND CHECK VALVE, CLASS 125, CLAYTON NO. 91G-01AS, SCREWED IPT, FURNISH WITH VALVE POSITION INDICATOR. (1) 8. 1'.. -INCH GIP. 9. 11, -INCH 90° ELBOW. (2) 10. 114 -INCH GATE VALVE, 300 PSI WOG, IPT, GRINNELL NO. 3080, OR EQUAL. (2) 11. 1 -i -INCH PRESSURE REDUCING AND CHECK VALVE, CLASS 125, CLAYTON NO. 91G-01AS, SCREWED IPT, FURNISH WITH VALVE POSITION INDICATOR. (1) 12. 1' -q -INCH GROUND JOINT UNION, IPT. (2) 13. FOUR -INCH BLIND FLANGE, TAPPED THREE-INCH IPT. (1) 14. FOUR -INCH TEE, FL. (1) 15. FOUR -INCH GATE VALVE, FLXIJ, WITH VALVE BOX. (1) 16. FOUR -INCH ADAPTOR, FLXMJ. (1) 17. THREE-INCH GROUND JOINT UNION, IPT. (2) 18. 11 ---INCH CORPORATION STOP, IPT. (1) 19. GAGE ASSEMBLY WITH TAPPING SADDLE FOR THREE-INCH GIP, REDUCING BUSHING AS REQUIRED, -INCH GAGE COCK, 3 -INCH PRESSURE GAGE. UP- STREAM GAGE 0-300 PSI, DOWNSTREAM GAGE 0-160 PSI, MARSH SERIES J, OR EQUAL. 20. GIP NIPPLES, SIZE AND LENGTH AS REQUIRED. 21. 24 -INCH DIAMETER C.I. FRAME AND COVER, STAMPED WATER, OLYMPIC FOUNDRY NO. 5943, OR EQUAL. (1) 22. ADJUSTABLE PIPE SADDLE SUPPORT, 2 -INCH, GRINNELL FIGURE 264, OR EQUAL. (2) 23. THRUST ROD ASSEMBLY AS DETAILED ON THIS SHEET. 1 C/ass -5 Z 11' 0 01 cO 6"OL, 0150 !HATER METER 7.95 REQUIRED BY CITY Th ryS 7 /'J Q C/ cT/lam---,�,- h� e� I'TJds EX/ST/N6 /0110,1 F W 1'1 NEW 5 w EX/ST/NG CURB AND GUTTER ll/FP EX/ST/I/6' /O"( /. WATER MAIN LEGEND WET TAP EX/ST/NG MA/N. INSTALL 6N`- GATE WILY( FIND VALUE BOX. PATCH h'SPHAL T TO C/TY STANDARDS FOLLOW - /N6 CONSTRUCTION. .5AN/TARY SEWER WATER LINE - DOMEST/C H/6'/PRESSURE PETROLEUM PRODUCT UNE STORM DRAIN UNDERGROUND POWER LINE UNDERGROUND TEL. LINE ORS L/A/E WATER L /NE - FIRE PROTECT/ON EX/ST/NG --- 5 - - - W F P T G SOUTHCENTER 8'"GATE VALVE /0 x 8 TEE WET TF/P. GI/,9TER AND SEGV.el? SCALE: 1"= 40' PAR/(GW Y ss/0.1)t'.L eA'i,1 y.•IS47 t -1' DOUBLETREE, INC. 2345 EAST UNIVERSITY DRIVE PHOENIX, ARIZONA 85034 REVISIONS DATE NO. DESCRIPTION BY 3/6/79 1 EXT, SAN. SWR TO MH¢ R.B. .322/7? e ADDED FRE Plt'DT. I1TR. Sys1 R5 DOUBLETREE SOUTHCENTER 11 WATER AND SEWER PLAN DES. BY J.H.W. DWN. BY H.L.H. OORE,ALLACE & KENNEDY, INC. ENGINEERS LAND SURVEYORS & PLANNERS 1932 FIRST AVENUE SEATTLE, WASHINGTON 98101 • 624.2623 CK'D BY APP'D BY DATE FEB. 1979 DRAWING NO. SCALE AS SHOWN 6379.012 SHT. CI \l,-- /0'-6" Zn PIPING ) PLAN ELEU. 32.0 4 "ADJUST/NG RINGS M. H. / R/M 24 90 LE /737, f /WATCH CROWN OF EX./2" EX/5T/NG POWER VAULT A EX/STING CONCR5TE.CURS z 8x8 TEE " PLUG 8',6ATE GAL!/E L, 250 L. F, 5=0..0028 FT/FT PRECAST (IRI/LT #5/06 8Y UTILITY VAULT CO. OR EQUAL WFP 8"BEND5 ,95 REQ'D TO AI/O/D VAULT 5 MH? �/ 8"D. I, 616}5 INSTALL MANHOLE ON EX/STING /2" RC SEWER L/NE BACH CURB WASHER f NUT FUTURE CONNECT/ON C8 --1 ®5LOPE /0 • 42) eo 3%2" F 4" ORR/MUNE; CONNECT TO STORM DRAIN (LEUATION EX/ST/NG ASPHALT SURFACE OUTS/DE WALL OF PRECAST PRESSURE REDUCING' STAT/ON 8"t FIRE HYDRAkT ASSEMBLY • GALU. P/PE CLAMP CR/NEL L F/6 261 FOR 3"C/P BOLTS SUPPLIED WITH CLAMPS 2/8 L. F. 5= 0 00 28 FT/ F7 S /0" 5,94/ SE'Eft N113 1..E. /9.05 /N 1E, /8.95 OUT EX/ST GRADE 20 0 14 FINAL GRADE 29,51 MI/4 /F /9.95'/N /E. 2005 OUT (FUTURE) 4" EX/ST/NG GRADE 20.0 f FINAL GRADE/ 30.0 - 4iL CHANNEL FOR FUTURE EXTENSION SOUTH 320-L:F S'= ODB FTiP 5 _ /0 " is O'x 78.34,_ PVC, .50R 35 OR /.5. ,-(euT) 18.24 CONCRETE, ASTM C/4, CL 2 EX/B r/N6 GRADE 22.0 t FINA(; O'RADE 30.5 ± 45'4 8"PLu6-- 541/MVO FIRE HYDRANT ,QSSE/VI FSLY SPRINKLER P/T ,15 ,PER C/TY OF TLX1f/LA STANDARDS t a Coo ° BEND 3'i 5TANDP/PE 3" GYP 1/2" SOLT THROUGH CLAMP 1 AND EYE BOLT 1/2" THREADCD Sys BOLT TURNBUC/fLE THRUST R00 DETA/L NOT TO SCALE CONCRETE THRUST BLOCK 4 SOFT: BEAR/NG ON UND/STUBBED SO/L 4 " 0/ TO 8U/1 0/N6 POURED /N PLACE CONCRETE, SLOPE TO DRA/N. WOOD FLOAT FINISH PRESSURE REDUC/NG 57)9T/ON SCALE • //2" _ f' -O" GENERAL NOTES 1. ALL WORK TO BE PERFORMED ANI) MATERIALS TO BE USED SHALL BE IN ACCORDANCE WITH THE APWA "STANDARD SPECIFICATIONS FOR MUNICIPAL PUBLIC WORKS CONSTRUCTION," 1977 EDITION, AND CITY OF TUKWILA REQUIREMENTS. 2. LOCATION OF,EXISTING UTILITIES SHOWN HEREON IS APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF -EXISTING FACILITIES WITH RESPECTIVE UTILITY COMPANY PRIOR TO CON- STRUCTION. 3. PROJECT BENCH MARK CHISELED SQUARE ON CONCRETE BASE OF LIGHT STANDARD AT SOUTHEAST CORNER OF SOUTHCENTER PARKWAY AND STRANDER BOULEVARD, ELEVATION 45.89, CITY OF TUKWILA DATUM. 4. CONTRACTOR SHALL RESTORE ALL SURFACES DAMAGED IN THE COURSE OF CONSTRUCTION. 5 FIRE HYDRANTS SHALL COII4PL Y W TH CITY OF RA-Ill/LA ORD///MANCE /V0.729, LIST OF M\TERIALS M H3 // CHANNEL FOR FUTURE 8"CONNECT/ONS NORT// AND SOUTH S/Df, /. E. RIM EL. 32.0 PRESSURE REDUCING STAT/ON *4I (SEE -DETAIL TI/I5-51/EfT)- - FIRE HYDRANT 6 "WATER SERI//CE /1S5EMBL Y LINE 8'X30 ° BEND 0 FIRE //YDRANT ASSEM,BL Y • .5k11 MVO F/RE //YDR T ASSEM/3L Y 144 61.! 1 r LTAC a.. 1- r crs �z t� o a . r a CJ 0 U U r • 2- 8"GATE !/AL IVES /-8x8 TEE ell PLU6 (Fo, CONNECT/ON TO PFr9POSED OFF/CE BU/L D/N6 V t WFC"'"', 8"K30 ° BEND 1. SIX-INCH DUCTILE IRON ADAPTOR, FLXPE. (1) 2. 6" l 4" REDUCER, FL., WITH BLIND FLANGE ON FOUR -INCH SIDE, TAPPED THREE-INCH IPT. (1) 3. THREE-INCH GIP. 4. "Y" STRAINER, THREE-INCH, SCREWED, 1/16 -INCH PERFORATED BRASS SCREEN, MUESSCO #11, OR EQUAL. (1) 5. THREE-INCH GIP TEE, 3" X 11�" REDUCER GIP, IPT. (2) 6. THREE-INCH GATE VALVE, SCREWED IPT, HANDWHEEL, 0 -RING SEALS, MUELLER NO. A-2380-8, OR EQUAL. (2) 7. THREE-INCH PRESSURE REDUCING AND CHECK VALVE, CLASS 125, CLAYTON NO. 91G-01AS, SCREWED IPT, FURNISH WITH VALVE POSITION INDICATOR. (1) 8. 1'.. -INCH GIP. 9. 11, -INCH 90° ELBOW. (2) 10. 114 -INCH GATE VALVE, 300 PSI WOG, IPT, GRINNELL NO. 3080, OR EQUAL. (2) 11. 1 -i -INCH PRESSURE REDUCING AND CHECK VALVE, CLASS 125, CLAYTON NO. 91G-01AS, SCREWED IPT, FURNISH WITH VALVE POSITION INDICATOR. (1) 12. 1' -q -INCH GROUND JOINT UNION, IPT. (2) 13. FOUR -INCH BLIND FLANGE, TAPPED THREE-INCH IPT. (1) 14. FOUR -INCH TEE, FL. (1) 15. FOUR -INCH GATE VALVE, FLXIJ, WITH VALVE BOX. (1) 16. FOUR -INCH ADAPTOR, FLXMJ. (1) 17. THREE-INCH GROUND JOINT UNION, IPT. (2) 18. 11 ---INCH CORPORATION STOP, IPT. (1) 19. GAGE ASSEMBLY WITH TAPPING SADDLE FOR THREE-INCH GIP, REDUCING BUSHING AS REQUIRED, -INCH GAGE COCK, 3 -INCH PRESSURE GAGE. UP- STREAM GAGE 0-300 PSI, DOWNSTREAM GAGE 0-160 PSI, MARSH SERIES J, OR EQUAL. 20. GIP NIPPLES, SIZE AND LENGTH AS REQUIRED. 21. 24 -INCH DIAMETER C.I. FRAME AND COVER, STAMPED WATER, OLYMPIC FOUNDRY NO. 5943, OR EQUAL. (1) 22. ADJUSTABLE PIPE SADDLE SUPPORT, 2 -INCH, GRINNELL FIGURE 264, OR EQUAL. (2) 23. THRUST ROD ASSEMBLY AS DETAILED ON THIS SHEET. 1 C/ass -5 Z 11' 0 01 cO 6"OL, 0150 !HATER METER 7.95 REQUIRED BY CITY Th ryS 7 /'J Q C/ cT/lam---,�,- h� e� I'TJds EX/ST/N6 /0110,1 F W 1'1 NEW 5 w EX/ST/NG CURB AND GUTTER ll/FP EX/ST/I/6' /O"( /. WATER MAIN LEGEND WET TAP EX/ST/NG MA/N. INSTALL 6N`- GATE WILY( FIND VALUE BOX. PATCH h'SPHAL T TO C/TY STANDARDS FOLLOW - /N6 CONSTRUCTION. .5AN/TARY SEWER WATER LINE - DOMEST/C H/6'/PRESSURE PETROLEUM PRODUCT UNE STORM DRAIN UNDERGROUND POWER LINE UNDERGROUND TEL. LINE ORS L/A/E WATER L /NE - FIRE PROTECT/ON EX/ST/NG --- 5 - - - W F P T G SOUTHCENTER 8'"GATE VALVE /0 x 8 TEE WET TF/P. GI/,9TER AND SEGV.el? SCALE: 1"= 40' PAR/(GW Y ss/0.1)t'.L eA'i,1 y.•IS47 t -1' DOUBLETREE, INC. 2345 EAST UNIVERSITY DRIVE PHOENIX, ARIZONA 85034 REVISIONS DATE NO. DESCRIPTION BY 3/6/79 1 EXT, SAN. SWR TO MH¢ R.B. .322/7? e ADDED FRE Plt'DT. I1TR. Sys1 R5 DOUBLETREE SOUTHCENTER 11 WATER AND SEWER PLAN DES. BY J.H.W. DWN. BY H.L.H. OORE,ALLACE & KENNEDY, INC. ENGINEERS LAND SURVEYORS & PLANNERS 1932 FIRST AVENUE SEATTLE, WASHINGTON 98101 • 624.2623 CK'D BY APP'D BY DATE FEB. 1979 DRAWING NO. SCALE AS SHOWN 6379.012 SHT. CI Smoke_ De.._ ec.\-o r ll 0 Typic.a1 Room Orn ls- Floor . TypicA1 o -F 31 ROOMS (9- 4 _Power—%i%y iSSL ,0 0 Scope Of Work Remove all obsolete 12VAC smoke detectors from first floor. Install one Altronix 12VDC power supply and replace first floor smoke detectors with new Gentex 449CSRH Single Station Smoke Detectors. Test all smoke detectors with the local authority having jurisdiction: Verify annunciation of all smokedetectors at front desk. _ ojo 010 1410 :0111-131. TREE E. G U 5T ..SUITE S `t -UAW -it 1V WA_ 1818 TyPicA\ . 04 6_5 CCE TE Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention 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,deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: O 11©R is I By: Revisions. Date: 1 Drawing : _To ex{ DevIcE..' To AnnunctaAor From Desk, NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate roust be presented to the inspector pear to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in $40 Re - Inspection Fee and termination of the testing. TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. Ott— 6 c* and exact address for shut= down or restoration approval, DEC 21 ' Sheet # io 1 Project: _i�ov o\�- Trac Gu nk Svi s SEI Job No. Date: IZ 3,Q -O4 Drawn bv: Checked bv: b, Customer: Engineer: Scale: N)g Signa: Equipment,Inc. Emergency Power & Life Safety Communications since 1947 3616 East Marginal Way South Seattle, WA 98134 Phone: 206 623 8400 Fax: 206 623 0510 Cl vea5 NEW TERRACE or%Ai'/!,Offe//7a////./4!Z %/liri/�//7/!/��� BOARD RM. 102 EXISTING TERRACE /-de 6c-frtA-0rs �,,TA -{J dregs COUNTER PHONE I( TO KITCHEN FOAMMWJANO S PREFUNCTION © RM. 104 MEETING ROOM \/ RM. 101 41 J -J 3 J O MEETING ROOM O RM. 100 RAMP DN STAIRS P EW- OL-UMN – — 3 0 VETT BULE FIRE ALARM PLAN SCALE: 1/8"=1'-0" U rii 0 PARKING CCFP ED (] Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for cori` olma..nce with current city 1 dards. -Acceptance is subject to errors and ,:. ssions which do not authorize violations of adopted ; ndards and ordinances. The resics,cns:bility for the aequacy of design rests totally with the designer. .cdditions, deletions or revisions 'to these drawings after t pis date will void this acceptance and will require a esubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: By: ELECTRICAL SYSTEM NOTES 1. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72, AS WELL AS ALL APPLICABLE LOCAL CODES. 2. ALL WIRING SHALL CONFORM TO NEC, ARTICLE 760. 3. HIGH AND LOW VOLTAGE WIRE SHALL BE RUN IN SEPARATE CONDUIT, IF USED. 4. ALL AUDIBLE/VISUAL DEVICES SHALL BE MOUNTED 80 INCHES ABOVE THE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. 5. MANUAL PULL STATIONS SHALL BE SECURELY MOUNTED. THE BOTTOM OF THE BOX SHALL BE NOT LESS THAN 42 INCHES AND NOT MORE THAN 60 INCHES ABOVE THE FLOOR. EQUIPMENT LEGEND PART NO. DESCRIPTION D7024 Di D423A D D461 O D254 O D282 O DH400 TO EXISTING BUILDING FACP RADIONICS FIRE ALARM CONTROL PANEL (FACP) RADIONICS HORN STROBE — 75 CANDELA RADIONICS PULL STATION RADIONICS HEAT DETECTOR — 135 DEGREE RATE OF RISE RADIONICS SMOKE DETECTOR — PHOTO SYSTEM SENSOR DUCT DETECTOR WITH REMOTE LED TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. 76/'F-3)-) and exact address for shut- down or restoration approval. .5)\151 F4G P req (ii re ptml-"Fi,( qyv, eOrva-- i Oi,� rt tf.Areet c -1-C', KO O 18GA FPLP FIRE WIRE PLENUM RATED 16GA FPLP FIRE WIRE PLENUM RATED FIRE ALARM RISER DIAGRAM NO SCALE EOL A lea SS'.td3S DEQ SEI Signal Equipment, Inc. Emergency Power and Life Safety Communications since 1947 3818 East Marginal Way South Bus. 208-823-8400 Seattle, WA 98134 Fax. 206-823-0510 DATE: DRAWN: CHECKED: APPROVED BY: SCALE: NO. DATE 9-16-99 CEA JD PROJECT NAME: Doubletree — Guest Suites 16500 Southcenter Parkway Tukwila, WA 98188 AS NOTED REVISION BY SHEET TITLE: FIRE ALARM SYSTEM JOB NUMBER: 24211 FA1- of 1 I 1< FAN ROOM NEW TERRACE RM. 102 EXISTING TERRACE PHONE 1 TCHEN REFUNC RM. 104 MEETING\ ROOM RM. 101 DINING MEETING 1700 MEET 00 RAMP DN RM. 100 RM. 106 STAIRS W COL-UMN- — — • ifiir%iiiiiii, RESTAURANT RM. 106 RAILING L. W WALL 0 z J STORAGE J O J JI RAMP DN LOW WALL FLOOR TILE FIRE ALARM PLAN SCALE: 1/8"=1'-0" TO EXISTING BUILDING FACP (3) B 4#22 REMOTE ANNUNCIATOR FACP A 2 B 2 EOL A(2) A(2) EOL B TO PARKING ,- EOL (--(11)---Hi-SHL---ih—--1H---�H�----(S�— —�S -- iS`—�S�—�M/ 120VAC 18GA FPLP FIRE WIRE PLENUM RATED 16GA FPLP FIRE WIRE PLENUM RATED FIRE ALARM RISER DIA RAM NO SCALE EXISTING WALL NEW WALL ELECTRICAL SYSTEM NOTES 1. FIRE ALARM SYSTEM SHALL BE INSTALLED AND TESTED IN ACCORDANCE WITH NFPA 72, AS WELL AS ALL APPLICABLE LOCAL CODES. 2. ALL WIRING SHALL CONFORM TO NEC, ARTICLE 760. 3. HIGH AND LOW VOLTAGE WIRE SHALL BE RUN IN SEPARATE CONDUIT, IF USED. 4. ALL AUDIBLE/VISUAL DEVICES SHALL BE MOUNTED 80 INCHES ABOVE NE HIGHEST FLOOR LEVEL WITHIN THE SPACE OR 6 INCHES BELOW THE CEILING, WHICHEVER IS LOWER. 5. MANUAL PULL STATIONS SHALL BE SECURELY MOUNTED. THE BOTTOM OF THE BOX SHALL BE NOT LESS THAN 42 INCHES AND NOT MORE THAN 60 INCHES ABOVE THE FLOOR. FLAG NOTES THIS IS AN EXISTING ZONE TAKEN OFF OF THE EXISTING SIMPLEX FACP AND ADDED TO THE NEW D7024 FACP. EQUIPMENT LEGEND QTY. PART NO. DESCRIPTION 1:21 1 D7024 RADIONICS FIRE ALARM CONTROL PANEL (FACP) 04 5 D423A RADIONICS HORN STROBE — 75 CANDELA O 2 D461 RADIONICS PULL STATION 0 1 D254 RADIONICS HEAT DETECTOR — 135 DEGREE RATE OF RISE OO 15 D282 RADIONICS SMOKE DETECTOR — PHOTO 0 2 DH400 SYSTEM SENSOR DUCT DETECTOR WITH REMOTE LED ® 1 D7033 RADIONICS REMOTE ANNUNCIATOR W/RESET EOL A Irmo SEI Signal Equipment, Inc. Emergency Power and Life Safety Communications since 1947 3618 East Marginal Way South Bus. 206-623-8400 Seattle, WA 98134 Fax. 206-823-0510 DATE: 9-16-99 DRAWN: CEA CHECKED: JD APPROVED BY: PROJECT NAME: Doubletree — Guest Suites 16500 Southcenter Parkway Tukwila, WA 98188 SCALE: AS NOTED NO. DATE REVISION BY 10-7-99 AS -BUILT SHEET TITLE: FIRE ALARM SYSTEM JOB NUMBER: 24211 FA -1 0,/, B 5 uLT)TETAIL5A-A -.PHASE-1":"J-4 • • aoLD 112. r SCOPE OF WORK: SPRINKLER VAULT 1 RELOCATE EXISTING 8" N.R.S. GATE VALVE AND POST INDICATOR TO THE OUTSIDE OF THE VAULT IN PLANTER. 2 RE -USE EXISTING VAULT, INSTALL NEW COVER PER CITY OF TUKWILA STANDARDS AND INSTALL NEW LADDER IN VAULT. 3 REPLACE THE EXISTING 8" FEBCO WITH NEW 8" WILKENS MODEL #350DA WITH BYPASS. 4 CERTIFY BACKFLOW PER TUKWILA WATERDEPA.RT1VIENT. 5 INSTALL 2 NEW TAMPER SWITHCES ON THE NEW OS&Y'S IN VAULT PER TUKWILA FIRE DEPARTMENT. 6 INSTALL 1 NEW TAMPER SWITCH ON THE EXISTING POST . INDICATOR VALVE PER TUKWILA FIRE DEPARTMENT. • 7 INSTALL A NEW 5" STORTZ ADAPTER PER PUBLIC WORKS AND REMOVE EXISTING F.D.C. 8 INSTALL NEW PIPE STANDS ON THE NEW 8" DDCV AND THE 6" CHECK. 9 FLUSHING AND TESTING PER TUKWILA PEBLIC WORKS. 10 ELECTRICAL WIRING FOR 3 SWITCHES BY CASCADE ALARM, LLC (ALARM DIVISION). HOOK UP TO EXISTING PANEL OR INSTALL NEW. • L . . • •• • • REVISIONS • -" ZONE REV DESCRIPTION DATE APPROVED . * - • • • e • •• •______ •....• •. Suffix HC —Fire Hydrant Fittings dim nsion."A"=23ve (594mm) SIZE (0) Mt EtISIONS (APPROX.) F In. mm 6' in. . mm H In. mm I In. mm 7 WEIGHT lbs. kg. in. mm A In. mm , hi. B inni In. G mm 1h: 15 10 - 254 4% 117 2M6 62 5 127 VI 85 ' Vs 59 21As 52 4.5 2 1/4 20 111/4 282 4 102 TA 79 61/46 157 37A6 87 21/4 54 15,46 33 5 2.3 11 25 131/4 337 51/2 130 4 102 Ph 191 We ' 85 111,46 43 111/46 43 12 5.4 11/4 32 166- 416 5 127 331s 84 91/4 241 • 5 127- 3- 76 2 50 15 6.8 .1% 40 161/4 425 47 124 31/4 89 93/4 248 5%6 148 31/4 79 2"M 68 15.86 7.2 2, 50 191/4 495 61A 159 4 102 133A3 340 6%1 156 37A6 87 21M 68 25.75 11.7 Note: Strainer sold separately • : • , W Nilt41,L1* SCOPE OF WORK: IRRIGATION VAULT 1 REMOVE AND REPLACE EXISTING VAULT WITH NEW SIZE AS NEEDED FOR NEW 2" DOUBLE CHECK 2 REMOVE EXISTING SINGLECHECK 3 INSTALL NEW AMES 2" 2000B DOUBLE CHECK W/BYPASS 3_ CERTIFY,BACKFLOW PER TUKWILA WATER DEPARTMENT. ••• ACCEPTED Without Comments As Noted In Red Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention 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, deletions or revisions to these drawings after this date will void this,acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 3 -03 -)- By: *I xd( 1 3 Job Site Address Double Tree Suites 16500 S. CenterPkwy. Tukwila,.WA Cascade Alarm, LLC Post Office Box 7459, Kent, WA 206-767-58W, ext License: CASCAAS175CZ SIZE F.SCM NO. DWG NO, REV SCALE 0E0 SHEET I OF2- 3 1 TUKWILA FIRE DEPARTMENT, Please call: 575-4407, and give this job No. 0'1 - and exact address for shut- ( • or restoration approval. NOTICE A completed, signed, Tukwila Fire artment Pre-test Cell -Mt -4+f ,vitist be presented to the . ,`o commencement of -gof any Fire Alarrn and Detee1J(,, ; Failure of test will result in $B0 c(e- Inspection Fee and termination of the testing. FILE AUG 2 0 2004 1 3 A ET 7 \G PFV, 0 ••••••••••••••...•••• 2.•-9" Q FITST T N GIMILDIA6) ti LT Imo Y OBATECTT- Dfi IISJING_LLTi.L.iJTULI YURI. SIDE WAI• 7O" 4,J0.•••...m.ii...•••••••••••••Ww•• • . (New Maur L11)4 LIn 41b0Pro& -SELTT71"= Q REVISIONS ZONE REV DESCRIPTION DATE APPROVED 110111TrOi • W.:711'14" 19n-..-CpN.GENTRIC; • • 1 . 4±? U:I.CUTLT 2" FLOOR RANGE GtILVANiz-E1) VOULT F'L0014. • 054Y <OLVLING (SCREWED) WELOED FLANGE 38OCKET.5 2" git ROLE 40 PIPE 641,0)(760 14§4 0.1.10ES 8OLT Wk11511 sm- DIDET.. IL.. Cascade Alarm, LLC Post Office Box 74E9, Kent, WA 206-767-5800, ext 2 License: CASCAAS175CZ z_ SIZE ESCM NO. DWG NO. SCALE: NOTEP SHEET 2 0F2., REV 2 1 4 IEEE EXPOSED STRUCTURE 6' 4 • CIDIM Mr 'IR can wog MIMI DEM DMZ r -I —:II I • EXPOSED STRUCTURE it 1 5'-6' 1204 (PLAZA KING) - EXISTING PIPING PLAN (1) SCALE: 1/4"=1'-0" EXPOSED STRUCTURE 1204 PLAZA KING) - NEW PIPING PLAN SCALE: 1/4" = 1'-0" EXPOSED ?/-- STRUCTURE 4 /1 A 6'-6' 4 I EXPOSED STRUCTURE 09 1306,1406,1506 (K) - EXISTING PIPING PLAN FPI SCALE: 1/4" =1'-0" 1 6'-102' EXPOSED STRUCTURE REMOVE EXISTING DROP AND PLUG 1' OUTLET 6'-6' 1' SCH40 OR REX-DROP \\__ EXPOSED STRUCTURE 09 4 1306,1406,1506 (K) - NEW PiPING PLAN FPI SCALE: 1/4" = 1'-0" 1 6'-l* EXPOSED STRUCTU 1 6r-■ 4 A T L_ 4 0 Igo,IOm \_ EXPOSED STRUCTURE "e- _ 1330,1430,1530 (DID) - EXISTING PIPING PLAN SCALE 1/4" =1'-0" T EXPOSED "Z--- STRUCTURE 6-3' REMOVE EXISTING DROP AND PLUG 1' OUTLET 6'-6' 1' SCH40 OR FLEX -DROP N\_ EXPOSED STRUCTURE 09 C) 1330,1430,1 530 (D/D) - NEW PIPING PLAN SCALE: 1/4" = 1'-0" D SPRINKLER CROP MULTI -PORT BRACKET SELF TAPPING SCREWS U -j CORRUGATED STAIM.ESS STEEL HOSE WITH STAINLESS SSEF1 BRAID AVAILABLE IN r, 3',4',S' & G LEGNTHS ADJUSTABLE HUB ii II : 1 s�iiiiiiiiiiiiiiiiiiniiiiiiiiiiiiiiiiiiiiiiiiiii /7.///iii. PENDENT OR SIDEWALL SPRINKLER HEAD/ METAL OR WOODEN STUD (OR APPROPRIATE RIGID SURFACE) FLEXIBLE DROP DETAILS FPI SCALE: NTS NOTE: RODS LESS THAN 6" LONG ACT AS A LATERAL RESTRAINT HANGER WITH TO 2ND ATTACHMENT GENERAL NOTES . DESIGN AND INSTALLATION SHALL CONFORM TO NFPA PAMPHLET 13 AND THE CITY OF TUKWILA REQUIREMENTS. THERE SHALL BE NO DEVIATIONS FROM THE PLANS WITHOUT THE APPROVAL OF THE AUTHORITY HAVING JURISDICTION (AHJ) 2. ALL MATERIALS SHALL BE NEW AND U.L APPROVED. 3. DESIGN PARAMETERS; a. CHANGE OUT ALL EXISTING SPRINKLERS IN UNIT TO MATCHING QUICK RESPONSE TYPE HEADS 4. OWNER IS RESPONSIBLE TO ASSURE THAT STRUCTURE AS IT IS SHOWN ON THE CONTRACT DRAWINGS CAN ADEQUATELY SUPPORT ALL FIRE SPRINKLER PIPING LOADS. NO AUXILIARY DEVICES OR ATTACHMENTS SHALL BE PROVIDED BY CASCADE TO SUPPLEMENT THE STRUCTURE TO ACCOMMODATE FIRE SPRINKLER PiPING LOADS. 5. CASCADE ALARM ASSUMES NO RESPONSIBILITY, EiTHER EXPRESSED OR IMPLIED, FOR THE CONDITION, PERFORMANCE OR CURRENT CODE COMPLIANCE OF THE EXISTING SYSTEM TO BE MODIFIED OR ANY OTHER EXISTING FIRE PROTECTION SYSTEM ON SiTE EXCEPT FOR WORK PERFORMED DIRECTLY BY CASCADE ALARM. G. ALL DIMENSIONS ARE TO CENTERLINE OF PIPE. 7. All ADDED (A) OR RELOCATED (R) SPRINKLER DROPS IN GRID CEILINGS TO UTILIZE I' FLEX DROPS MOUNTED TO CEILING GRID PER MANUFACTURERS INSTALLATION INSTRUCTIONS. 8. ALL ADDED (A) OR RELOCATED (R) SPRINKLER DROPS IN HARD -LID OR DRYWALL CEILINGS TO UTILIZE STANDARD I SCh 40 PIPING WITH ADJUSTABLE DROP NIPPLES 9. SYMBOLS/ABREVIATIONS: [X'—X'] - DENOTES CENTER LINE OF SPRINKLER PIPE AFF. x'—x' 1 AFF BDK o F MT FD } A7 ©A —1R - DENOTES CEILING HEIGHT. - CENTERLINE OF PIPE ABOVE FINISHED FLOOR. - CENTERLINE OF PIPE BELOW BOTTOM OF DECK. - FLEXIBLE GROOVED COUPLING. - MECHANICAL TEE - FLEXABLE DROP NIPPLE. SEE PLAN FOR LEGNTH. - THREAD END PLUG - HYDRAULIC REFERENCE NODE. = EXISTING PIPE = NEW PIPE = ADDED SPRINKI Fiz nFF EYISTINC PIPING I UKWILA FIRE DEPARTMENT call 206-575 t 7 and rePermit NO0 -5 -Z73 = RELOCATED SPRINKLER OFF EXISTING PIPING = EXISTING TENANT SPRINKLER Without Comments ❑ As Noted in Red ❑ Per The Attached Letter These. plans have been reviewed by The Tukwila Fire ,rev'ention Bureau for conformance with current City t ndards. Acce ar.0 e is subject to errors and nlsslons which do not1. orize violations of adopted c : ndards and ordinance.. The responsibility for the d quacy of design re to ally with the designer. i �„tions, deletions , x, .iSit.115 to these drawings after this date will void this .c.v.. ,-enc e and will require a resubmittal of revise drawings for subsequent approval. 1 -nal acceptance is sub3aa to field test and inspection by The Tukwila Fire Prevention Bureau. Date: 11 25 `( BYlWA 45 . off,, !• COSTING PARKING ("o 5/16' DRILL -IN EXPANSION ANCHOR MINIMUM STEEL STRAP 1' WIDE X 2' LONG X 12 GAUGE GALVANIZED MINIMUM FOUR TIGHT TURNS NO. 12, 440 LB. SPLAYED SEISMIC RESTRINT WIRE `--- 2 WRAPS AROUND PIPE WiTHiN 2'-0' OF HANGER END OF BRANCHLINE LATERAL WIRE RESTRAINT 8 \ EQ BRACING DETAILS FPI SCALE: NTS REVIEWER NOTE: • ALL SPRINKLERS IN A SPACE ARE BEING UPGRADED TO QR • ALL HANGERS SHALL CONFORM TO END -OF -LINE STANDARDS NO SYSTEM HAS MORE THAN (10) SPRINKLERS AFFECTED SO A HYDROSTATIC TEST IS NOT REQUIRED EXISTING WARM (NO WORK) COSTING PARKING (NO WORK) SITE PLAN SCARE: V_4 - NOTE). COWIE% A„ VICINITY MAP m SOUTHCENTER PARKWAY STRANDER BLVD. PROJECT AREA MINKLER BLVD. CONTRACT NAME DOUBLETREE SUITES 16500 SOUTHCENTER PARKWAY TUKWILA, WA 98188 NOV 26 2014 KWILA FIRE 1/4"=V-0” IMPORTANT NOTE In localities subject to freezing conditions, it is the owners responsibility to provide heat throughout wet sprinkler system areas and in enclosures for dry pipe; deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the information and design application herein contained in the property of Cascade Alarm, LLC and is loaned upon express conditions that the same be returned to Cascade Alarm, LLC upon request All information contained shall be be treated as private and confidential. No reproduction of this drawing or any part thereof shay be made. without written consent of Cascade Alarm, LLC. CONTRACT RESPONSIBILITES SPRINKLERS SYSTEM TYPE ITEM CASCADE OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL TYCO FRB SSP 5.56K 155 CHROME REC. WHITE • TYCO FRB EC HSW 5.56K 155 CHROME REC. WHITE N QTY WET ® PREACTION ❑ 3 13 DRY ❑ ❑ • • TOTAL THIS SHEET 38 APPROVALS OUT OUT OUT OUT iN IN IN IN P.O. BOX 7459, KENT, WASHINGTON PHONE: (2(k) 767-5800 FAX: (253) 630-5851 www. CascadeAlarm.com CONTRACT WiTH: Level Builders, Inc. PO Box 8, Hobart WA 98025 DRAWN BY: P. STOKESBERRY 1101* A.D.A. GUESTROOM IMPROVEMENTS CHECKED BY: R. CRAINE SYSTEM DESIGN DATA IMAM fTATf c,ATsi,CalI iS CSMPIVUCT sum M•TVCTNS. VPVIAs<LT* airman: ■ 111 Michael C. Maguire 2 1440-0791-C Level 3 •Cascade Alarm, LLC CAS HAZZARD CLASSIFICATION: SYSTEM AREA: ORIGINAL HYDRAUUC DESIGN DATA DENSITY: SO FT AREA OF APPIJCAT1ON: SO FT HOSE ALLOWANCE GPM TOTAL SYSTEM REO 1REMENTS: GPM AT: PSI AT: BASE OF RISER WATER SUPPLY INFORMATION: STATIC PRESSURE: DATE 11.24.14 RESIDUAL PRE : PSI YAOH: GPM FLOWING DRAWING NO: FP -1 •" rr.504.41.11 ;r FAIR ($u..0 VESTIBULE �m u414LI^,',11'0444oro k/ VW 444PAPI 0404, iPR'*i%SN 2#t4 --Q 04 r®va.a,.lioo, "ow morooloww, Li 54} ediN " 1851-k { Ft-, a 164.1.4 1111111111111 rrOI ISDM(1.I10 . 2 PR# 1$ �►� 2.90k iSH TIS 1' CHECKED TM 0AV/thfie' ave been reviewe . and Qacepted as meeting or eoeddlng minimum requirements of the city df Tukwild i=ire dept., Bureau of Fire Preventloni Additions or revisions to these n 'i after this date shall not be drd! being approved or reviewed.' ®nsirg''° % OCT 16 1979 .."�:�CITY+. 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