Loading...
HomeMy WebLinkAboutPP - 14240 INTERURBAN AVE S - FAIRWAY CENTER BLDG B - PERMITS AND PLANS14240 INTERURBAN AVE S ASSOCIATED PERMITS 19-F-087 18-F-085 16-F-202 15-F-202 15-F-0003 14-F-176 14-F-175 13-F-295 13-F-144 13-F-031 09-F-114 08-F-395 98-F-140 96-F-274 95-F-176 90-F-169 90-F-144 89-F-013 19-S-118 15-5-186 15-S-180 13-S-270 08-S-403 01-S-237 01-S-222 98-S-057 98-S-056 98-S-055 96-S-257 96-S-156 96-S-102 95-S-155 95-5-131 90-5-135 90-S-118 89-5-219 89-S-212 89-5-183 900327 90-0039 889-235 4latt1531% 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.:'33 5 O test � Site Address: 1141140 , nke(W lit S. Suite Number: Floor: Tenant Name: Fdie b. C.I Cen epi ' New Tenant? ❑ - Yes [o ?e,tlicon \4eskrnervi• (4,c -kers Property Owner's Name: Mailing Address: 2.615(D-. .-. 2re Neil.Ue. * (Zs&_441e City CONTACT PERSON -if there are questions about the submittal. Name: IvlarK 73y State Zip Day Telephone: 26' g.J26 Company Name: WAra[" kirA) NAZI/ d3 . Mailing Address: E-mail Addressili NWILVINdilt5111115 ILt ` '416.r 1 <04 2656 A %4g� � - 3'1 City 2E4- 3%= ni 1f Fax Number: Valuation of Project (contractor's bid price): $ C b" r jr Scope of Work (please provide detailed information): COAtiea 3 c1-AQi'eG +k e iftA5In(1atC56Gbt c 6kbSfer 4.0 tress4 Montle( rAa1ukets z 3ase-- 6ua4c s . 6ivid ddotes 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: 1" L"ta..4 1 Plan Permit App.doc Date: v ' Z� 200 Day Telephone: 206.- S7-- 3Zefr 5/14/10 TFD FP Form 8 •CONFIDENTIAL A WASHINGTON Fairway Center Bldg B FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G ilikDEVICE/ ALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD1 ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CXF1 CONTROL PANEL AND MODULES SD500-APS 4 0.00055 0.0022 0.026 0.104 Silent Knight Fire Control Panel SK5808 1 0.17 0.17 0.325 0.325 Silent Knight Addressable Module SD500-MIM 2 0.00055 0.0011 0.046 0.092 Silent Knight Addressable Modules SD500-MIM 7 0.00055 0.00385 0.00055 0.00385 0 0 Batteries 12v 8 Ah SLA1075 2 0 0 0 0 INITIATING DEVICES Smoke Detector SD500-APS 4 0.00055 0.0022 0.026 0.104 Manual Pull SD505-PS 13 0.00055 0.00715 0.00055 0.00715 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES 0 0 0 System Sensor strobes System Sensor Horn/Strobes SR P2R 5 7 0.094 0.212 0.47 1.484 0 0.212 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.184 24 4.423 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.698 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.423 0.223934 I 4.647 I 1.3 I 6.041 I 8AH SCOPE OF WORK: Connect 3 new roof top HVAC smoke detectors to existing addressable fire alarm system. Add reset key-switchs with LED to 2nd floor hall. Washington Alarm will continue to provide central station monitoring, maintainence, and annual inspections. • - seeo� I..I: REMOTE NNUNCIATOR SBUS 120 VAC (DEDICATED CKT.) TO WASHINGTON ALARM CENTRAL STATION 1= p.m • EZ MOSINCnIght wDDELseD6 ca O= N N DIALER 24V POWER FROM FACP NAC -1 NAC -2 NAC -3 NAC -4 BATTERY BATTERY (TYP. ADDRESSABLE CKT.) 44* MM I EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE an Com 4,� 9 e Great American f� Casino 142nd St Tr co to Cl) S 144th St U, CO outhwest King a County Chamber of Commerce S 143rd St S 143rd PI Christen McDowell X S 144th Sr Fitness E3ootcamp p1G Experience fir. is Hendrix aG i 90 MM DUCT RESET HVAC DUCT DETECTOR -INSTALLED BY OTHERS ADDRESSABLE MODULE -SILENT KNIGHT SD500-MIM REMOTE RESET SWITCH W/ KEY -SYSTEM SENSOR RTS -151 PAID JUN 20 2013 14240 INTERURBAN AVE S TUKWILA FIRE 13-F-144 \Ilk WASHINGTONALARM FAIRWAY CENTER BUILDING B 14240 INTERURBAN AVENUE S. TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 2030Airport Way South Seattle, WA. 98134 Job # 9553 Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 06/1912013 PERMIT SET FIRE ALARM FA - 1 ' ACCEPTED Without Comments O As Noted In Red O Per The Attached Letter These plans have been revietved by The Tukwila Fire revention Bureau r,, conformance with current City 7r ndards. Accep : -•, ::b y ct to errors and omissions which o 'o = L iif :ori €. violations of adopted :andards and or c'r.z is :•3 : •rsco os'niiicy for the adequacy of desi!ti :"'; ' 4vs ; me designer. Additions, deletiaNs rt.;:17h7-!!..; drawings after this date will void to let"Yuire a resubrnittai of revs,,. ;�; :approval. Final acceptance is sucliectis ;f :; ;-+ }:spection by The Tukwila Fire preverni .: Date: ( ? (e -1 3 TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. -til`( and exact address for shut- down or restoration approvals NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing SCOPE OF WORK: Connect new roof top HVAC smoke detector to existing addressable fire alarm system. Add reset key -switch with LED to 2nd floor hall. Washington Alarm will continue to provide central station monitoring, maintainence, and annual inspections. Rp O1t ANNUNCIATOR SOUS 120 VAC (DEDICATED CRT.) TO WASHINGTON AWN CENTRAL STATION i< aroorr inemornight MOM OKI 24V POWER FROM FRCP NAC -1 NAC -2 NAC -3 NAC -4 (TYP. ADDRESSABLE CKT.) t' 00 1 BATTERY BATTERY EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT ew rooftop unit Key reset w/ LED FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE gpoiV Great M.,y 561 ftemide CasIn s I sa s14418St 1441hSt 814 St MM DUCT' RESET HVAC DUCT DETECTOR -INSTALLED BY OTHERS ADDRESSABLE MODULE -SILENT KNIGHT SD500-MIM REMOTE RESET SWITCH W/ KEY -SYSTEM SENSOR RTS -151 PAID 28 23 �lC9J 14240 INTERURBAN AVE SA50�01 13-F-031 at( -W! LA t-! R Vb. WASHINGTONALARM FAIRWAY CENTER BUILDING B 14240 INTERURBAN AVENUE S. TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 9207 Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax 206-322-7214 REVISIONS DATE DiSCRIPIION 0112412013 PERMIT SET FIRE ALARM 1 FA - 1 A El Without Comments 151 As Noted in Red ID Per The Attached Letter These plans have been reviewed by The Tukwila Fire c,!ention Bureau for conformar:ce wii-h current City -..ndards. Accer,-,taoc? is subject to errors and Fissions which it atith,)rize .yloiations of adopted flkciards and The responsibtiity for the Nuacy of desigi'kttS today wit) the deslgner. iitions, deletio e)!• vevi.;loFis to tnese dravongs after kis date will void ths 3:xeptance and will require a resubmittal of revised dravv rigs-. for subsequent approval. Final acceptance is siiolect to fl(qi test and inspection by The Tukwila Fire Prevention Bureau. \ /A) By: AcilvA _5 „4 ati-v_ 4,0 k liceviurf TLIKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. Gv'ef 11,1) r' 11 fie> CONFIDENTIAL A WASHINGTON ALARM Center Bldg B FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C D E F Form: 1/22/01 G MkDEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXDI ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxFI CONTROL PANEL AND MODULES SD500-APS 4 0.00055 0.0022 0.026 0.104 Silent Knight Fire Control Panel SK5808 1 0.17 0.17 0.325 0.325 Silent Knight Addressable Module SD500-MIM 2 0.00055 0.0011 0.046 0.092 Silent Knight Addressable Modules SD500-MIM 4 0.00055 0.0022 0.00055 0.0022 0 0 0 0 Batteries 12v 8 Ah SLA1075 2 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD500-APS 4 0.00055 0.0022 0.026 0.104 Manual Pull 5D505 -PS 13 0.00055 0.00715 0.00055 0.00715 System Sensor Horn/Strobes P2R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.183 24 4.384 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.696 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.384 10.223797051 4.607 I 1.3 1 5.990 1 8AH W 0 0 0 System Sensor strobes SR 5 0.094 0.47 System Sensor Horn/Strobes P2R 7 0.212 1.484 0 0.212 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.183 24 4.384 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.696 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.384 10.223797051 4.607 I 1.3 1 5.990 1 8AH W Fire Alarm Systems Battery Calculation Chart A ' B C D E Device/ Module Model Number Quantity of Device/ Module Standby Current (Amps) Total Standby Current (B x C) Alarm Current (Amps) F Total Alarm Current (B x E) Control Panel & Modules Main Circuit Board Power Supply/Charger Initiating Zone Module Indicating Circuit Module Masterbox/Line Reversal Miscellaneous Module A Miscellaneous Module B T > > 2---- 1 . /64/ 95— . 2 9S"-- 7-* 12-Ca S"-- D 1 92A •ozo otL • 02o o/. -S. • oSo • 050 /01i • log • 206 Initiating Devices Smoke Detector Smoke Detector Smoke Detector Power Supervision Relay 0 0 Notification Appliances I 2---N Horn Strobe Hom/Strobe Combination Bell Miscellaneous Miscellaneous ii1 /4q2N1 0 0 • v22 /31_ 0 0 0 0 0 0 Transfer G&H from above to complete Battery Calculations Sum Column for Standby Load (Amps) Multiply by Required Standby Time (24 or 60 hrs.) Total Standby AH . 303 X z = G Sum Column for Alarm Load (Amps) Multiply by Required Alarm Time (5 min. = .083) X .oe3 Total Alarm AH we. w I L L ti' S t.. 2 /1 ? -1 Z. - j rrr&R i 6S (14 / 13 4-C. E H f2 Vo c, Total Standby AH (G) Total Alarm AH (H) Required AH (G + H) Safety Factor (multiply) Total System Ampere -Hours Required .ZZ- ,o(oR- -4•339- 1.2 sFowo(a 3 TVP. USPO. OFFICE USPO OFFICE 6GQ' , — — /tea Viito. tsaci-v WORK i I I I 'ROOM PRB. ( PRB:, r PRBC. i ' . CLRK SPV� I n I CLRK 'CLRK, CLRK 8'-0" 0.Ota EQUAL1 WAITING USPO OFFICE 4 A , C USPO OFFICE II 0 O DWN. STAIRS 4'-6" LRS ."vr‘l USPO OFFICE 4 � � n 45 --- TO COMMON ARE/ RESTROOMS & EL WILA FIRE DEPARTMENT se call: 575440Z give this job No. �� and e ct address for _shute down • "sigintRYOGORLTO B W/ELECTRIC STRIK TO CLRKSTATION: LOCATON W/TENAI, F�4iK+4//1f GE4/7-67IZ1 13L0• 42.40 1n/7ae cit 6 4n) i4VJE T"Kw't , c/g I alb' ELoA7F i- b -1 - AD D I j7►on.IH cAn) 41c. ci,t1sz‘,-.--xtisrAtA. CONFERENCE 51M. 14240 INTERURBAN AVE S 96-F-274 ELE EtE E E Security & Fire Alarm Systems Ed Fernando WASHINGTON ALARM, INC. (206) 328-3288 (800) 760-0046 U.L. Listed/F.M. Approved Central Station • FAX 322-7214 1253 S. Jackson Street • Seattle, Washington 98144-2018 L ACCEPJFfl ❑ WIr' `:''T" C 3. ❑ PER THE A, E i LrTTER The drawings affixed hereto have been reviewed and acceptej by the City of Tukwila Fire Dept. AidMons, deletions or revisions to thes.._'r :wings after this silee tance and will evised drawings. date will vo' requir • Final acceptanc i+8f tt isisu field - inspection by a representativeectoof this department DATE: 1I CITY OF TUKWILA 575.4407 Teal Polzt Gig SLID dCv II XjI )4741)i enorva� tgSt fox - V71 V y GVIM Y(CL. elelectric-.R c4 ./..z.a s 21,19 5- R i or-►�— 5e ,- 1f. PMD 5)(117 FUR 4NN &- 11.4 PV ccael?-1 ct 7--faohel THAT 7HO V 4 Ct--1 FFram Ir DP -pawl voLoil a L 4 •:G .&WAWA 1 - fi AL 0 • D 75\ 6P-Mlr pe, ,psp- rl►- � -- u-Tt 1_, "Iww7�tpl� •• :1fyV•11•11,w t �• • I - I''o�'1<<0- lo" w I-IE.AD 71-04 AFF c+ 'I..c�ATior4' ) .VV4P VS77 Vo© w • I-& g a- I cQ 25�- 4 rah • koe' �- SEGoI-+D F°100P--' TUK't' ILA FIRE DEPARTMENT Please cal: 575-4407 and give 'this job No. ff, and exact address for shut= down or restoration approval, - ❑ WITHO T � 'i AS IV J 1e( ❑ PER i FfiE PTEA OM MENTS. . i RSD "TAC: ED LETTER The drawings a reviewed and acce; Tukwila Fire De t or revisions to t'; date will voi i th require a resub hi Fin l ptanoe ins.)ec'4i .p re d hereto have been ted by the City of iditions, deletions - 'r -,awi cgs after this • as and will - o regi: vii drawings. su Vii., -3t tp field - sen ative of this DATE:/ --211,1 EY: 4 1'2/ - CITY OF TUKWILA. 575 4407 tial 4 le/Pct nom,/a �✓/I ICZ-71/"TC4-g:314) 14240 INTERURBAN AVE S #100 89-F-013 :oil /4 4a- 7/Ws .2,4 7'C G01j' ON GORR I ✓OR I•-1EN -G' 15'-0' :5 -0' 0 ;7 \) e __ 0 et fF�GE 1 A� t {'5; = • — C=1:: OFF1GE L — r -J OFF 1 E b L17.9 OFF"i0E 5 • C" OFF 4 9t✓ lit 4 t• t>LL x ,41 Y yr - u 0.1.) Sit REFLECTED GE I L I NC FLAN .;&` = 1-0' Lf� t (,tui (kirL�i, T7 . NcOt_ L ric3 C.3 D le -1;4 [_ — i SS r,E.VI� !30 He k G 1:irrlrLy rt"Zhc.s L e L �-•t ra r �4 , ( J. L . FT 0 0 fri of 21 'r1/4 14220 INTERURBAN AVE S #100 99-S-355 Clip Hangers i Hanger Rings: UL Listed & FM Approved ▪ Hanger Rods / Fasteners? Comply with NFPA 13 0 Ali Thread Rods 0 Machine ThreaLf II Finishes: Stan and Components R ods 0 All Galvanized Components 1" 254 mm Components 1. Chp (Ceiling Fianoe; 2. Hex Nut 3. Wood Screw 4. Hanger Rod 5. Adjustable Hanoer Ring Application / Description No. 5 Hangers are designed to support small piping from smooth level wood planking- that has a thickness sufficient to receive the required fasteners. The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration. the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No 5 Hanger: The Nip, 2 wood screws• a hanger rod and locking hex nut, and an adjustable hanoer ring- The rod may be either all thread rod (ATR) or machine thread rod (MTR). All thread rod is considered to be standard. however- As a rule, machine threw rod is provided only when it is a specific require- rnt^.: of the job s ecifrcatrons No. 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisdiction (AHJ). Deviations from standard fas- teners are to be clearly indicated on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations). NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceihng Canoes only for pipe sizes up to 2- and it calls for the use of screws having d.mensions not less than those of No. 15 x 1X"• woad screws. Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. ACETEb Without Comments ❑ As Noted In Red ❑ er_TheAttached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for con'F�; i wi h� rien cit} standards. Acceptance is s bj a rs d omissions wt'llctt do not authorize violetipns_of adopted -A standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions b these drawings after R=its date will void this acceptance and will require a '3submittal of revised drawings forsubsequent approval. 'final acceptance is subject to field test and inspection by 'ne Tukwila Fire Prevention Bureau. • Date: 1 0/2-6/9 f . By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. 9q— x3 -5 -s- and exact address ter down or restoration aa,iruval, CROWN FIRE PROTECTION INCORPORATED P.O. BOX 12113 1ttZ COY,, 11/4:=5-INSTDN 93a82-0113 PH_ (2)5) 4°1-7&69 DEFENSE CNTRCT. AUDIT AGENCY 14220 inilrurba n Avenue So. Suite #100 Seatve, Washington 98168 DATE: 9_-30- DRAW -`4: J A FILE FgM5T7,7 N. OCT 1 4 iqqq SCALE: yS- - ---- --.l OF t N SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: Site Address: 4 �-i 2-7b�fhrlE J R- :fiN pope S Suite Number: 4 OS Floor: I Tenant Name: REN f - Ss (r4 c -t Property Owner's Name: New Tenant? 0(Yes ❑ - No Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Mmi- wink Day Telephone: 2o1.0 q5-21- "1159 Company Name: Fe -a = t -k E Mailing Address: < [ rovrv'Ev11.L.E Ale" SNo H o Ml3K W Y} 'Z -'/D City State Zip E-mail Address: NAT7 ? Pa4) Fax Number: Contractor's City of Tukwila NICET III number: Business License number: SU S— 0®15 (a41. 1 `l Total number of new/relocated devices or sprinkler heads: S isi0v4 �t vac 5 Valuation of Project (contractor's bid price): $ Scope of Work (please provide detailed information): STin L_ 5 fq NO -CA F./C.-And,' CEVtoeS 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: O Print Name: M- M tlt E f Date: H/bl l j, r) Day Telephone: 24) Lo - c? S `� - 9'l Plan Permit App.doc 8/22/14 TFD FP Form 8 Note: This project is the remodel of space in an existing sprinklered building. We are adding notification to meet the new office configuration. The Fire Alarm System is existing and we are adding no new initiation. Device Schedule Symbol Description Mounting Quonity B FACP Fire Alarm Control Panel 18/2 FPL D 14/2 FPL Shielded Aux Pow Sup Auxiliary Power Supply F 18/2 FPL Shielded AR LCD Annunciator Wall Mount, Single Gong Mudring on 4" Sq box at 60" to top 16/2 FPLR CR ANN DR 14/2 FPLR Shielded ER Manual Pull Station Single Gang On Deep 4" Sq Mudring at 48" to center 18/2 FPLR Shielded AP F BP 16/2 FPLP CP 18/2 FPLP DP SD EP Photoelectric Smoke Detector Mounts to 3/0 round mudring On 4" Sq box 18/2 FPLP Shielded HD H Heat Detector, combination RoR and Fixed Temp Mounts to 3/0 round mudring on 4" Sq Box 2— 18 TFFN DD Duct Detector 0.Beam Smoke Detector Sprinkler Water Flow Switch WF Sprinkler Tamper Switch TS Sprinkler Air Pressure Switch PS Addressable Monitor Module Mount to Deep 4 sq box, MM Addressable Dual Monitor Module Mount to Deep 4 sq box DM Addressable Control Module Mount to Deep 4 sq box CM Addressable Relay Module Mount to Deep 4 sq box RM g Ceiling Strobe, Candela as noted Mount to single gang mudring on 4 Sq Box FA Wall Strobe, Candela as noted Mount to single gang mudring on 4" Sq Box, 84" to top UON Ceiling Horn Mount to Single gang mudring on 4" Sq box 01 Wall Horn Mount to Single gang mudring on 4" Sq Box, 90" to top UON Ceiling Horn Strobe, Candela as noted Mount to single gang mudring On 4" Sq Box �ir / \ gl Wall Horn Strobe, Candela as noted Mount to single gang mudring on 4" Sq Box, 84" to top UON 1114 SP Ceiling Speaker Mount to 4 sq box w/ ext Wall Speaker Mount to 4 sqUObox w/ ext. 90" SP )K` SP Ceiling Speaker Strobe, Candela as noted Mount to 4 sq box w/ ext 10 SP Wall Speaker Strobe, Candela as noted Mount to 4 sq box w/ ext, 84" to top UON B Electric Bell Magnetic Door Holder DH Fireman's Phone Jack FP EVAC Voice Evacuation Panel Mini Horn M 4 QM Quad monitor/ Relay Module Mount to 4 11/16" Box Notes: i — Wall mount devices to be at least 6" from ceiling 2— If devices are addressable they will have their address noted Project: Model: NAC 1 -Qty Wire Table Designation Description A 14/2 FPL B 16/2 FPL C 18/2 FPL D 14/2 FPL Shielded E 16/2 FPL Shielded F 18/2 FPL Shielded AR 14/2 FPLR BR 16/2 FPLR CR 18/2 FPLR DR 14/2 FPLR Shielded ER 16/2 FPLR Shielded FR 18/2 FPLR Shielded AP 14/2 FPLP BP 16/2 FPLP CP 18/2 FPLP DP 14/2 FPLP Shielded EP 16/2 FPLP Shielded FP 18/2 FPLP Shielded 2— 14 THHN H 2— 16 TFFN J 2— 18 TFFN Auxilary Power Supply Battery Voltage Drop Calculations Standby Current Alarm Current 2 2 Renaissance Suite Fire Lite FCPS-24FS6 Device Description System Sensor SCL-15 System Sensor SCL-30 System Sensor PC2L-75 Current Draw 0.041 0.063 0.143 0 0.065 0 0.082 0.126 0.143 0 Voltage drop calculations based on 14 gauge wire, starling vdtage 20.4 a e Length of Voltage at circuit one way end of line %Voltagedrop Auxiliary Power Supply Aftt A 30 A 30 r STORE a INCIDENT/ t USE 1345F 1 5-- 4g --A--)125( 11 0 0 0 0 Total NAC 1 NAC 2 -Qty 0.351 0 0 0 0 0 0 1801 19.99691, 1.98 0 0 0 0 0 0 Total NAC 2 NAC 3 -Qty 0 0 0 0 200 20.4 0.00 0 0 0 0 0 0 0 0 Total NAC 3 NAC 4 -Qty 0 0 0 Total NAC 4 Auxiliary Power Draw Total Power Draw 0 0 0 0 0 24 or 60 hrs. Standby Power AH Required 24 5or10min Alarm Power AH Required Total AH Required Total Requred +20% Battery Required Battery Supplied 0 0 0 0 0 20.4 0.00' 1.56 0.03 1.59 1.91 3 7 15 EOL OFFICE 106 75 A OFFICE 105 30 OFFICE 104 )) 30 To Auxiliary Power Supply FIRST FLOOR PLAN SCALE 1/4" = 1-0" ACCEP to o Without Comments oAs Noted in Rett Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau fur conformance with current City standards. Acceptance is subject to errors and .missions which do not authorize violations of adopted -tandards and ordinances. The responsibility for the :adequacy of design rests totally with the designer. Additions, deletions -1' 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: L)—la—I-7 By: /4'`^5'1 TUKWILA FIRE DEPARTMENT Po se e ii 205-575-4407 and give this Fire Permit No. end exact address for shut- down or restion approval. 15 OFFICE 101 .I ALIGHT ///////.//.I//l/!////ll PAID PR 112017 TUKVV1LAFIRE C 21:2e0 — I Pro Tech Electric Box 12755 Everett, WA 98206 Phone (425) 334-9844 terurpan Ave. kwila, WA Revisions Revision # Date Drawn By: Scale: 1/4" 11 Page No. FA -1 Date:4/5/2017 14220 INTERURBAN AVE S #116 17-F-072 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** 3365901881 King Co. Assessor's Tax No.: 14220 Interurban Ave S Site Address: Suite Number: Floor: The Sapphire Club Tenant Name: New Tenant? El - Yes ® - No SHELBY COMPANY LLC-FWC Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name: MATT GREENE Day Telephone: 253-926-2290 Company Name: Patriot Fire Protection, Inc. Mailing Address: 2707 70th Ave E Tacoma WA 98424 City State Zip E-mail Address: mattg@patriotfire.com Fax Number: 253-922-6150 6 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $4,604 Scope of Work (please provide detailed information): Add And Relocate Sprinklers 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 O,W/N "' a'y� HORIZED AGENT: Signature: OIcP, Print Name: MATT REENE !!OV 13 2018 11-13-18 TUKWILA FIRE Date: Day Telephone: 253-377-2272 Plan Permit App.doc 1/2/13 TED FP Ponn 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Sapphire Club 14220 Interurban Ave S Permit No.: 18-S-220 Date: December 4, 2018 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2016 Edition. J CCVF FIRE SPRINKLER PLAN SCALE: 1 =1'-0' D Without Comments • As Noted in Red Per The Attached Letter ese plans have been reviewed by The Tukwila Fire :.ventjon Bureau for conformance with current City 'ndards. Acceptance is subject to errors and fissions which do not authorize violations of adopted ,:dards and ordinances. The responsibility for the quacy of design reg`; totally with the designer. tletions: ievisions to these drawings after is date viii void this:ceptar ce and will require a i esubmittal of revised draviincjs for subsequent approval. Final acceptance Is subjec to field test and inspection by The Tukwila Fire Prevention Bureau. HANGER LEGEND A "U" HOOK B COACH SCREW ROD D BM. CLAMP W/ "STRAP E EYELET F HDIP G CEILING FLANGE H SIDE BEAM BRACKET K SHORT CLIP M ALL THREAD ROD N TOGGLE NUT P POWDER DRIVEN STUD R EXPANSION BOLT S PIPE SPIKE T U V W X Y I �, L) —I f� - � y Date: By: A + ATE CERTIFICATION SPRINKLER LEGEND TUKWILA L:A Ft RE Df,.P _R 4 ` NT Pee c 7C',..7 -5-57'-'7,-4a 37 and give h Liicir2sz for ..:hup�t- 4:v'_b.i or1e3l.:i3:.:;1.:cal ug.:�.Ji-oval. TYP. FLEXIBLE SPRINKLER DETAIL SCALE: NONE HILT! KH -EZ 1 SCREW ANCHOR 3/8" ALL THREAD ROD TOLCO 200 RING HANGER TYP. HANGER DETAIL SCALE: NONE GENERAL NOTES 1. — — — — DENOTES EXISTING FIRE SPRINKLER PIPING. 2. DENOTES NEW FIRE SPRINKLER PIPING. 3. DENOTES EXISTING FIRE SPRINKLER TO REMAIN. 4. ro) DENOTES EXISTING FIRE SPRINKLER TO RELOCATE. SCOPE OF WORK MODIFY EXISTING ARE SPRINKLER SYSTEM FOR T.I. WALLS AND CEILINGS 11"4220Inlerjirban-_ Avenue. South ice'- Tukw'ii VICINITY MAP 14220 INTERURBAN AVE S #110 18-S-220 WASHINGTON STATE ce Y � a� CERTIFICATE OF COMPETENCY I~ FIRE PROTECTION SPRINKLER SYSTEMS r_ Matthew Greene 9819-0311-C Level 3 Patri°t FBF `„°tection, Inc. P. I aI'i°CF moi 17 ❑ El 3/4”14 32 SPRAY pp®: SPRINKLER ORIFICE SIZES AND TYPE W a Z t- 1^ a 5 3 7 1 SPRAY 16 8 16 2 O ® 1/2 QO • 1" 12/31/1 DRY TYPE 2 - WAY EARTHQUAKE BRACE TEMP RATING O 165° -e- 212° 266° 350° 500° 4 - WAY EARTHQUAKE BRACE FITTING LEGEND PIPE -O -LET F PLAIN END FIT FITTING APPROVAL REQUIRED SN GROOVED SHAPED NIPPLE CITY OF TUKWILA TSN THREADED SHAPED NIPPLE SPRINKLER HEADS USED SYM MANUF MODEL TYPE THREAD SIZE ORIFICE SIZE HEAD FINISH ESCUTCH FINISH TEMP QTY Rum F1FR56 QR RECESSED >h° CH 155 6: TOTAL QUALITY CONTROL BY DATE APPROVED FOR FABRICATION BY DATE GENERAL NOTES I. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL LISTED OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISERS AND DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDITION. 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDITION. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO. 13, 2013 EDITION 6. JOINING OF PIPE AND FITTINGS, THREADED & WELDED, SHALL BE IN ACCORDANCE WITH NEPA PAMPHLET NO. 13, 2013 EDITION. 7. OWNER TO PROVIDE ADEQUATE HEAT IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM TO PREVENT WATER IN PIPES FROM FREEZING. 8. ALL WIRING OF ELECTRICAL DEVICES (IF REQUIRED) TO BE PROVIDED BY OTHERS 9. PAINTING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS 10. FURRING OF PIPE & EQUIPMENT (IF REQUIRED) TO BE PROVIDED BY OTHERS DESIGN CRITERIA 1. DESIGN PER NFPA 13 (2013 EDITION). PIPE NOTES 1. ALL THREADED PIPE TO BE SCH. 40 BLK. REVISIONS NO DATE BY DESCRIPTION CONTRACT WITH: NEW LIFE HOMES, LLC 21551 26TH AVE W BRIER, WA 98036 PROJECT NAME: THE SAPPHIRE CLUB 14220 INTERURBAN AVE S TUKWWILA, WA 98168 PAID Nov 13 2018 Lcx307,, TUKWILA ARE ATRIOT FIRE PROTECTION, INC. 2707 70TH AVENUE EAST TACOMA, WA 98424 DESIGNER ATT GREENE SHEET DATE 11/13/18 JOB NO. 12-21513 OF 1 PATRIFPO99CF WWW.PATRIOTFIRE.COM mattg@patriotfire.com TEL: (253) 926-2290 FAX: (253) 922-6150 FP -1 .4 1266 14220 INTERURBAN AVE S #110 06-F-223 PAD OCT 27 2006 Tukwila Fire t• TU;CWILA FIRE DEPARTM!,IvT :'lease call: 5/5.4407 and give this jou F - as 3 and exact address for shut. down or r3^`traUon -1�,.: FAi RviAY Q R W flo 111/411BRURB'v Pius. 5S TUkWiLAI WA. 98188 WA5Hi -ToN AI,ARI�,Tn�. t2.53 50. %Ackao J ST. 5Ean'LE, u?A. q$t yw RIM MATT WELLOSG (206) '32s- 32 g ACCEPTED K 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 standards. Acceptance is s city omissions which do not authorizetviolations of o errors and `:,,t.andaros and ordinances.adopted -., The responsibility for the equacy of design rests totally with the designer. ;,-, ctiors, deletions or revisions9ner. this date will void this acceptance to these drawings atter resubmittal of revised drawings for aubsnd equl eq fire a approval. : Final acceptanCe is subject to field test and in j The Tukwila Fire Prevention Bureau. spection by Date: ( p D 6 TYP. ann KIIW.02 hiVlitinn YAM (118 so ma se owe AC(., 0 Without Comments As Noted In Red Per The Attached Letter -119 Possibtt. vhFro-le ack l q' eft' These plans have been reviewed by The T{u'kwila Fire I Prevention Bureau for coif: ri, nc€: with current city standards. Acceptance is !_. ;:'_;t to errors and I omissions which do not authorize violtions of adopted stanaards and oreinances. The reg en s t ti„ y for the adequacy of design rests totally w ,in trie designer. Additions, deletions or revisions to these drawings after this date will void thio, acceptance and will require a resubmittal of revised drawings for subsequent approval. Final acceptance is subject to field test and1nctlon by The Tukwila Fire -Prevention Bureau. Date: -a-o By: ( RIKWILA FIRE DEPARTMENT. Please call: 575.4402 and give this job No. O� and exact address for shut. a down or restoration approval; GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBILITY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE , DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE SPRINKLER SYSTEM OR ANY APPURTENANCES THEREOF 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 G.P.M./1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH ONES ARE TO MATCH EXISTING PIPE SCHEDULE. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN AS IS. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS. THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 ADDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTANCE OF THIS SYSTEM(S). VASCULAR ACCESS CENTP T.I. FIRST FLOOR PLAN 118° = 1'-O" KEY PLAN BRANCH NE FILE TJ I'S PER STRUCTURAL SAMMY SCREW & HANGER ROD ADJUSTABLE RING HANGER EXIST UPRIGHT TO REMAIN I—I r PENDENT W/ ESCT. SUSPENDED CEILING ,- 90 EL DROP X 1/2- R.C. TYP. PENDENT HEAD RELOCATION GEM F950 BRASS UPRIGHT 1/2", 5.6K (IX I STING) REL IABLE G CHROME REG PEND. 1/2" 5.6 K (RELOCATED OR ADDED) 14220 INTERURBAN AVE S #110 06-S-176 PROJECT: fe Of Your Building SEATTLE 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com FAIRWAY CENTER BUILDING A VASCULAR ACCESS CENIR T.I. 14220 INTERURBAN AVE S TUKW I LA, WASH I NGTON REVISIONS: NO. DATE DESCRIPTION McKINSTRY DMSION: FIRE PROTECTION DESIGNED BY: J.McCLELLAN DRAWN BY: J.McCLELLAN CHECKED BY: R.F. JOB NUMBER: 4356 DATE: 8/30/06 SCALE: 1 /8"=i'-0" SHEET TITLE: FIRE SPRINKLER PARTIAL 1ST FLOOR SHEET NUMBER: PATO SEP - 8 2006 Tukwji Piro 25'3 SITE LOCATIOV 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.: 3365901881 Site Address: 14220 Interurban Ave S. Suite 110 Suite Number: 110 Tenant Name: Fairway Center Property Owner's Name: Belltown Investment Partner Mailing Address: 14220 Interurban Ave S. Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Travis Kinne Day Telephone: 253-826-0099 Floor: 1 New Tenant? 0 - Yes ® - No Company Name: Fire Sprinklers Inc. Mailing Address: 1524 45th Street E. Suite 102 Sumner WA 98390 City State Zip E-mail Address: travis@firesprinklersinc.com Fax Number: 253-826-1033 Total number of new/relocated devices or sprinkler heads: 11 Relocates - 225 quick response change outs Valuation of Project (contractor's bid price): $ 19,630 Scope of Work (please provide detailed information): Add and relocate sprinklers as required for new walls and ceilings. Replace all existing standard response pendents and uprights with new quick response heads PERMIT APPj,ICATION 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 AUT • RIZED AGENT: Signature: Print Name: Travis Kinne, Project Manager - Fire Sprinklers Inc. Plan Permit App.doc Date: 06/18/2014 Day Telephone: (253) 826-0099 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fairway Center 14220 Interurban Ave S Suite 110 Permit No.: 14-S-140 Date: June 30, 2014 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-05, section 13.5.6.2.2. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems, in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. ALL EXISTING STANDARD RESPONSE PENDANT AND UPRIGHT SPRINKLER HEADS IN THIS AREA .4z_ TO BE REPLACED WITH QUICK RESPONSE HEADS AT EXISTING LOCATIONS (U.N.O.) GLU-LAM OR BEAM �— MODEL #SWG 20 ALL THREAD ROD HANGER RING SAMMY SIDEWINDER HANGER TYPE SW NTS RAISE AND RELOCATE SPRINKLER HEADS TO MATCH NEW CEILING HEIGHT DUE TO REMOVED SOFFIT emat 2'-6"± EXISTING UPRIGHT DROP NIPPLE (VARIES) ARM -OVER (VARIES) EXISTING BRANCH LINE — 48" FLEXHEAD CEILING BRACKET APVII2MIZOMILI •••• MOW. MYYSIACKAPACIMMAIYAKRAMSCRAIYAMKI 1/2" SSP FLEX DROP NTS SCOPE OF WORK: 1. ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. 2. REPLACE ALL EXITING STANDARD RESPONSE PENDENT AND UPRIGHT SPRINKLER HEADS WITH NEW QUICK RESPONSE SPRINKLER HEADS AT EXISTING LOCATIONS IN AREA INDICATED ON PLAN. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: oiep I 1. DESIGN AND SPRINKLER SPACING TO BE PER #13 (tiGHT-HAZARD). 2. PLAN SUBMITTAL TO AND APPROVAL BY T• ' CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDAR i : AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND TH ' TY OF TUKWILA. FIELD NOT 1. ALL NEW P ' TO BE BLACK, SCHEDULE 40 WITH DUCTILE IRON THREADED FITTINGS. 2. SPRIN R HEADS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X W' X 48" FLEXHEADS. 3. SP KLERS HEADS IN GWB TYPE CEILINGS TO HAVE 1" X W ADJUSTABLE DROP NIPPLES. PRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 5. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 6. TYPICAL HANGER TO BE SAMMY SUPERSCREW MODEL GST -20 (UNLESS NOTED OTHERWISE). 7. REPLACE 120 EXISTING PENDENT AND 105 UPRIGHTS WITH NEW QUICK RESPONSE HEADS. l SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE = NEW 48" FLEX DROP SPRINKLER HEAD LEGEND: = EXISTING PENDENT SPRINKLER HEAD 0 = RELOCATED PENDENT SPRINKLER HEAD ADJUST SPRINKLER HEAD HEIGHT AS ' NECESSARY FOR NE/II HARD LID CEILINGS FIRE SPRINKLER / KEY PLAN SCALE: 1 /8" =1'-0" ACCEPTED O Without Comments As Rioted 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:" ^/ f By: sl1 TUKV ILA FIRE DEPARTMENT Please calf 206-575-4407 and give this Fire Permit No.and exact address for shut- down or rester : c tion ;approval. WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS Scott Seibert 3322-0107-C Level 3 Fire Sp • I • - I corporated FIRES •88RJ MOISOCHIMBISCHOSIMISINIMEISM mown DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND -ALARM VALVE RISER A_ - FLOW SWTICH RISER • - DRY PIPE RISER - DELUGE/P.A. RISER O - FIRE DEPARTMENT CONNECTION .n. - WATER MOTOR GONG - ELECTRIC BELL - FLEXIBLE GROOVED COUPLING - �}- - RIGID GROOVED COUPLING —D- - THREADED PIPE COUPLING - CONTROL VALVE - - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) - WELDED PIPE TAG O- BRANCHLINE NUMBER 1 9-0 1 (8-10) PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) - HYDRAULIC NODE 10'-10" FF �. - ELEVATION DATUM * 0'-10" TS p - CENTERLINE OF PIPE TO DECK MK DATE BY DESCRIPTION ❑THIS SYSTEM IS HYDRAULICALLY DESIGNED THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED A U -HOOK L "L" ROD SPRINKLER TYPE/ SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY - FLOW TEST - B COACH SCREW ROD N TOGGLE NUT QR STANDARD SPRAY PENDENT / VK302 VIKING VK302 0 5.6 1/2" 155° CHROME CHR/REC 8 STATIC: RESIDUAL: GPM FLOWING: C "C" CLAMP P HDI -P D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR DATE & TIME: E EYE ROD S SAMMY SUPER SCREW (GST20) - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: MAX AREA/HEAD K -FACTOR H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT POST K SHORT CLIP W TOTAL THIS SHEET 8 Fire Sprinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Fairway QR 14220 Interurban Ave S. Suite 110 Tukwila, WA 98108 DESIGNER: Travis Kinne DATE: June 18, 2014 CONTRACT WITH: Pattison General Contractor 4148 148th Avenue NE - Bldg H Redmond, WA 98052 Kevin Huddleston 206-423-4611 14220 INTERURBAN AVE S #110 14-S-140 PAID ' JUN 1 9 2014 TUKWILA FIRE --/.24)// 3 A/ SCALE: As Noted HAZARD: As Noted AHI: City of Tukwila JOB # 3467 SHEET # FP1 OF 1 DOOR' SCHEDULE DOOR -v FRAME i ' ` '79 % [ h•',1 A- \*...g # a L1.•* ,I Sxwt'o i,`� 1 601A Se I vie e, 4 IHF G I. ' POG ; G f i I1/'. V i ill\p1 Ss ' 1(4 D ! - IV D .hs } I GI � 4 1 1 ! G f r i d (� ,Y r 'r .1%1 v v le reGel • 64.40 't'4 5y•10Wn DOOR TYPES rfl2 x.•v. te.•+1•1.^,•:1-fmn t mlaJ f►, 5,4„ ;7_ T A IL ! l _ L___ _ A b G 12 4ravraelmayirff 7.4"-t-fmts 41/4,1,+76oR5 P,i�J.al'+li paofi ��P- tvoP- cmr. ) • WALL TYPES >_anina."Pun. PikA-1171,71 pec , Z e LEGEND • 0 2 - 71 �vtZ `1.7'be..J . moo+ xr /) 6z/on Cie eV 14220-10 (u i✓1uVl Avg I "rih1W4la l 1 .' • W1 tw.©lu defeS %,r• r' trl I .K • PROJECT DATA PROJECT ADDRESS: CONSTRUCTION TYPE: OCCUPANCY: ZONING: 14240 Interurban Avenue South (B) Tukwila, Washington VN SprOldered 5-2 OHos M1 CODE REQUIREMENTS: Al wok shall conform with the 1988 Urrkxm Bulking Cods, Stets Energy Cob • and all applicable codas and ordinances. GENERAL NOTES: 1. Do not scall Mansions from drawings. Use calculated Mansions only. Notify the Architect nn a st.ly it conflict; .mN. Al dm melons as b Moe d framing, unless otherwise noted on a e4 g. 2. Contractor shell verily r existing conditions prior to ircitieting the wok t' / the Architect d any discrepancies. 3. Verify a1 mull -n dimensions kw plumbing, me hanic:8 and electrical equpmert. Provide necessary structural support kx equgmert as required. 4. Al sprinider, medwical and electrical work shall be Bidder -Design and conform with Park Properties requirements. 0 LEGAL DESCRIPTION: Lots 1-7 block 18 of t8l mats Seattks Gamlen Trades ASSESSOR ACCOUNT NUMBER: 336690-1881-06/000280.0001-00 t err r \ vM� 4, f / • zs " \ �. \ • "_' • a I • e..DrYi / ACCEPTED WITHOUT COMMENTS. D AS NJIED IN RE:) LI PER THE ATTAC ED LETTER \ The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these drawings after this date will void this acceptan3 and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: 7 -%?-`7o BY:``�' 'vim CITY OF TURWILA 575-440/ wp 4,� ^• 0 1•u I � Tr • rte`• � '� /e7" • ' ►inn-o-t-PAttrmErit, Please call: 575-4407 and give this job and exact address for shut- down or restoration approvaL a I O� 11�1I��� lana* rw Ion P+. AILING .:I nGTAF11c71t a.• ROGER WI WAMS ARCHITECTS 1201 ALOHA STREET SEATTLE.W\SHING'TON 98109 206343 7916 AIA FAIRWAY CENTER Ml.rorten Awes,* •eethTuhwia. MIA .w•trru. y M M.mra•a W T°! r1® Washington �J'$ = R.eFf.¢ .r7 ,.CT tii-! 1NCTL AID - 4/4/qv- Ns I i I - TFLCr•w•`_�.:O"�G.7-"•°212- ILE - S. ts- 14240 INTERURBAN AVE S 90—F-169 DRAWINGS DRAWN - - CHECKED _ _ C\ DATE '4.- 4L REVISIONS DRAW(NCt COPY'ICMT tr, AvEwa.E det 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. 1/47-1/0 j\5 **PLEASE PRINT** King Co. Assessor's Tax No.: 33" --qt) 5 Site Address: Suite Number: Floor: Fairwal Tenant Name: New Tenant? 111- Yes ID,No Property Owner's Name: t 11rAti(‘ oas k -pr nk Qx--- Mailing Address: 2S 202 Ave, 20 .72GT1�Q City CONTACT PERSON -if there are questions about the submittal. lC Name: M1 6�\ 1" . loa:m Company Name: Vt shtfl� t' oe AIC.M Mailing Address: toff Atroiv4 VfG,,./ Wa eiSla State Zip Day Telephone: 206 -32s -32.15T Ci E-mail Address: Inly1611.W.th VAityit t1t iC 7\ C. n., Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ I'ad Scope of Work (please provide detailed information): Conn.ec,i 2 neir. sok,*del c t7(s /c1 F:re Glccm conkak unA- a Pdc( 2 ItIllntlor +'hold ec g.. 2 (12502* 1iays 1.9/ 1.4s -,Js y ale. W gib t3L4 �►�r- t:17411131 -1 e Z Fax Number: GVV �22.t'721ip Lf 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. v BUILDING OWNER OR AUTHORIZED AGENT: 0 Signature: i�'� ` �%�//" 2C.� 1'� Date: I - Z5- 20/11 Print Name: 1 Y IG{'V` Mc -7-1,14c,;(. ;n Day Telephone: GW - 143frS-, '' H Plan Permit App.doc 1/2/13 TFD FP Form 8 a^ CONFIDENTIAL A 1NA5HINGTONA Fairway Center Building A FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C D E F Form: 1/22/01 G AIM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxFI INITIATING DEVICES Smoke Detector 1 0.00055 0.00055 CONTROL PANEL AND MODULES 0.00055 0 0 0 Radionics/Bosch Control Panel 7412GV3 1 0.225 0.225 0.3 0.3 Radionics/Bosch Keypad 1256 1 0.104 0.104 0.206 0.206 Octo Relay 8129 2 0.02 0.04 0.02 0.04 Popit module 9127 3 0.0008 0.0016 0.0008 0.0016 Battery 12 VOLTS-8AMP SLA -1075 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector 1 0.00055 0.00055 0.00055 0.00055 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES None on this panel 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.371 24 8.908 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 0.548 0.083 0.045 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 8.908 0.0454965 8.953 1.3 11.639 16AH (H) PM DUCT RESET 120 VAC (DEDICATED CKT.) RJ-31X� I HVAC DUCT DETECTOR—INSTALLED BY OTHERS POPIT MODULE—BOSCH D9127 SCOPE OF WORK: Connect new roof top HVAC smoke detector to existing fire alarm system. Add reset key -switch with LED to 2nd floor hall. Washington Alarm will continue to provide central station monitoring, maintainence, and annual inspections. ®BOSCH D7412GV3 BATTERY Annunciator TELCO REMOTE RESET SWITCH W/ KEY—SYSTEM SENSOR RTS -151 JJ J r Battery #1 12v- Bah Battery #2 12v-8ah 27 PM 1256 ZN 27: Duct Detector (NEW) DUCT —11 andDUCT ABET 14240 INTERURBAN AVE S 14-F-176 PAID JUL 3 0 Mk TUKWILA FIRE 4RpZzz ittro Vb. WASHINGTONALARM THE FAIRWAY CENTER /V -Vo BUILDING A -14220- INTERURBAN AVENUE TUKWILA, WASHINGTON 98168 WASHINGTON ALARM INC. 2030Airport Way South Seattle, WA. 98134 Job #10535 Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPIYON 07/29/2014 PERMIT SET FIRE ALARM FA -1 . • Without Comments p As Noted in Red p Per The Attached Letter -ce plans have been reviewed by The Tukwila Fire e.,ention Bureau for conformance with current City -ndards. Acceptance is subject to errors and dons aauthorize violations f adopted and ordinances. hich do not herespons responsibility for th?equacy of design rests totally with the designer. .ri+tions, deletions or revisions to these drawings awia after date will void this acceptance nd wd��nt require approval. .submittal of revised drawings for Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date • By' 11JKWILA FIRE DEPARTMENT Please call 206-575-8407 and give this Fire Permit No. 1" 2 and end addimss for shut- down or rtSt0110011 e proval. NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing Scale is 1/8" H El Cl a 0 0 0 0 0 a a 0 0 0 n d a 0 0 0 0 0 C U 0 a El 0 0 a i 0 0 it 0 El 0 0 0 a 0 0 0 a it a fa i a U 0 U 0 0 it 0 0 0 0 H C— Connects back to existing FACP and Power Supply EM ®oe1 E=11 ,�o0 FERENC ROOM SALES OFFICE 109 SEN. ENG. OFFICE 106 1�1 SALES MGR. OFFICE 105 SALES OFFICE 104 SALES OFFICE 110 OPEN OFFICE 111 DEN 110CD SALES OFFICE 103 0 0 o L_ a U 0 1/4 SALES OFFICE 102 RECEPTION 101 CONFERENCE ROOM 111 n ONSTRATION ROOM 112 I CC PY ROOM 1 6 FILE ROOM 115 0 El U 0 0 0 U 0 0 0 0 0 0 r 0 0 0 VACANT 3,326 SF L.r it L SERVER ROOM HR MGR. OFFICE 117 LAB 118 OPEN OFFICE 123 SERVICE MGR. OFFICE 120 110CD WAREHOUSE 119 INSTALL MGR. OFFICE 121 OPS MGR. OFFICE 122 VOLTAGE DROPS FOR INTER -TEL T.I. B C CIRCUIT DEVICE CURRENT G # OF DEVICES CURRENT FORMULA: OHMS PER FOOT XDISTANCE/1000 X TOTAL CURRENT =VOLTAGE DROP POWER SPLY #1 NUMBER 1 HORN -STROBE .212 X 4 = .848 x 208 J = 1.21 VDC STROBE .202 X 3 = .606 `4.016 .835 X 1.45 1000 TOTAL CURRENT FOR THIS CIRCUIT 1.45 POWER SPLY #1 NUMBER 2 HORN -STROBE .212 X 3 .636 4.016 x 266)—_ = 1.33 VDC STROBE •202 1 3 0.04 .606 ` 1000 1.07X 1.24 TOTAL CURRENT FOR THIS CIRCUIT 1.24 A B C D E F G DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) Inter -Tel Power Supply CONTROL PANEL AND MODULES 0 0 Honeywell Power Supply FF -08 1 0.04 0.04 0.15 0.15 0 0 0 0 Battery 12 VOLTS NP7-12 0 0 0 0 0 0 0 0 0 0 , 0 0 0 NOTIFICATION APPLIANCES Horn 0 Strobe 5 0.142 0.71 Horn/Strobe Combination 8 0.212 1.484 Bell 0 0.111 0 0 0 0 0 Sum Column For Standby Load (Amps) 0.040 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 0.960 (G) Sum Column' For Alarm Load (Amps) 2.344 Multiply By Required Alarm Time (5 min= .083) 0.083 Total Alarm AH 0.195 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE - HOURS PROVIDED 0.960 0.194552 1.155 1.3 1.501 24AH FACP V \ / /0\ /\ FRE ALARM CO\TOL PA\EL POWER SUPPLY VA\UAL_ PULL H0R\/STO3E STO3E FACP 0 \O/ /0\ \ \ / /O\ /O\ \ / /O\ 14240 INTERURBAN AVE S #148 08-F-395 WASHINGT❑N ALARM, INC. 1253 S,JACKS❑N STREET SEATTLE, WASHINGT❑N 98144 PHONE: 206-328-3288 FAX: 206-322-7214 CONTACT: RYAN AAL WWW,WASHINGT❑NALARM,C❑M ACCEPTE C. Without Comments As Noted In Red Per The Attached Letter nese 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 adopte standards and ordinances. The responsibility for the adequacy of design rests totally with the designer. Additions, deletions or revisions io these drawings att this date will void this acceptance and will require a resubmittal of revised drawings for subsequent approv Final acceptance is subject to field test and inspection The Tukwila Fire Prevention Burea Date: By. TU1w,L,A F1f E D p Please E AK tMAr>< call; 575.44 37 and give this job No.m ,3 ,$ .5e ---- and exact address for shut, down or retwration 'PuruvaI. DRAWN BY: M. McILWAIN NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and PA! JUL 2 8 2008 Tukwila Fire termination of the testing, Lam., NEW2 X� FLOUREt( LIGHT FIX IN THIS LC 1 PC.LOG►44E. A 00 3 t 1/R" =1 —11" t 2IiJ&/ LL t.4oOeL G' /LS° 17ErvO -- Za rtoock G- tt.S° PSD — S (30 S ° r -thee v2pl J? Lv 1-1-4Z 2D ALL hAA—T.41.L/L. Mr t t t i t V r t t Fl Lag End Hangers e Hanger Rings UL Listed & FM Approved X Hangar Rods Comply with NFPA 13 6rachrne Thread Rod Only a Finishes 0 Standard Components 0 All Galvansie ACCEPTED 'WITHOUT COMMENTS gAS NOTED ! RED PER THE ATTACIED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Da t Additions, deletions Or revisions b these dtawtrtgs after this date will void thin d;.ce?t-ince and will Yequired resubmittal of revised drawings —Final-acceptance is subject to field inspection by a representative of this department DATE BY :. ComponCtlY OF TUKWILA 575 4407 1"• 25 4 mm e Plate (optional) 2 Hanger Rod 3 Adjustable Hanger Ring ti TUKWILA FIRE DEPARTMENT Please call 575.4407 and give this job No 9-P- nS /3 1 and exact address for shut= down or restoration approval. ▪ Appl et on / Delo pt on No 10 Ranges a e des yard for the support o1 pip ng t om any type o1 wood const act on that 4 of adequate thickness and wd1h lea prima y use howe cr k under sheathed wood const action — that k Linde wood eon atruclron tl at has a in shed cel n, atudree d reedy to Its undersde Lath and plaster on w p t es en teample of such Bonet uet on. There are 2 components k a has t No 10 Hange A hanger rod that has a lag screw (coach screw) th cad on one and and a mac)trne th sad on the other and an adjust able Nitrite' tiny The hanger k secured to the wood st ear turf by means of the lay screw thread provided on the rod No oche attachment k tequ ed As an opt on the hanger may be furnished w th a aprmy el p Belling piste when a more Crushed appta ani k needed in an a ea NEPA Requvamtnts / Limit:tont NFFA 13 has specrfre requiremenu and/or limitat oras for the ase of la; sinew rods The stand. d seeds _ ..r .a The m,nrmurn elusions of plant old the en at mum width of /ow,er face of bears or pews in whist a2 screw rods am vireIshun be Nominal Ppe nook Maness ness i,re kh-hri awn Aomir,al i1- dth of learn face keno snot 71--7" 3 75 2 21$"-311- i 102 1 4" — i" 4 102 3 5— 4 107 4 51 6t J[ /0 tar screw rods *hall not it vied for rapport of pipes &Ayer sh an i" All holes /or bj' veer. rods )hal kr p'edolied 1/8` (1? owe /ea /n d miser than she Isw' d.meter of she k screwthrred n r iirii }a fi.t▪ ---N% \ l i-IT'0W t III�..;• r_______\ \ \ \ \ \ 0\,, �1\ ` 1.11 i 1 1 1 1 1 1 i 11 i \_ : \ . . 111111A =� �v 1. 1 AREA OF WORK 14240 INTERURBAN AVE S #148 95-S-131 reit I ceytotectnon j,a- ♦� to certificate.: , QST ors r' t ADE -WI do FB2E P O VI COtffO[1 4932 WEST INTERURBAN BLVD SOTNEIL, WASHINGTON 98012 PH (206) 481-7669 Business Tax Services 14240 INTERURBAN AVE S FIRST FLOOR LEVEL 8uitdtnp "B^ f=airway Carter TUKWILA. WA 98188 SUiTE ND 148 ..3o„: 1 19 DATES-�3- 9S J DRAWN ZY-1 ] SCALL" won:. T 1 of FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Inter -Tel 14240 Interurban Ave S Suite 148 Permit No.: 08-S-403 Date: August 5, 2008 Reviewer: Al Metzler Fire Protection Project Coordinator (206)575-4407 • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All references are NFPA 13, 2007 Edition. •uogaadsua ue 4uem not aaep Dip jo aouenpe ui smog g1 Jo wnwlulw e suotdsui anon( ainpayas o� LO1*-SLS-90Z IIS peau IHM noA'aaoJa iu •peeye sAep L -E paslooq aae salnpagDs ,scop dsul 4rlo pUewap paseaaou! Jo asneoaJ 2ON .4saj oiaie4swpAy a . OPCI 6uldid luied lo°6uny SI adld OJOjeg papads'U! eq Isnw sdwels plaM 3D ON tenwade uola.eac}saa JO LIMO .�nys 0oj sse ppe :pexa pue Ep/"-) -s 0 'aN got sp.n. enl; pue LOj7b-9L5 Ileo aseald ,au3w1Ndd30 3111) V1IM'4f1l :Ag CLQ - :ilea i -peeing uoiluanaJd al!d ewmini ayl nq uol}oadsul pue lsal plaLJ of loO [qfs }i o ldw.00e leu!d 'le/oxideTuenbascpsieliiwgnsai e a pbas IjlrrS ptb 3;)uz S;'i i, HI/A 8ppp Sigl Jaffe S6ULf. Jp>'t^viil Js !i n' r jt• ic;i) `;Uoillppe. aau4pplsap ai,l',t r l �, to Aaenbepe gall sol Jt%�(� S! UOGe 1 al I `{ t f +' poe Snicoueas priP.:;pe ron, s ,;, ro.rt >, _,, t ; >> ,f.t ' , �UtA SU0!SS!WO puc S.P.,ra o, , , , ,^ �'"�r 'spJCpuels 1za:100 u0gUDAaad • ' 11: „Ilev; ri 1. °;.IL sic` pa• .z1 o.I uasq sueid eseui 3011e1 Pe;lae}1:a ay1 sad pau uI pe;oN 3d _❑ s;uauswoa lnou3�M L i pt 3 4,0 Vii,,,#OPOA74i 414 PI 007; r, %• Fairway Center - First Floor NOT TO SCALE Key Plan El8 a 2 8 a 8 a 2 8 8 8 8 a 8 d 8 8 9 8 8 a 0 a U 9 U a a 2 8 2 B U 8 I a U B a U 8 U U U U 1 U a U U a a U cU a a U a i 0 a 11 5 M21 ern - E2 El EU =MEM EU VA AM UM MA AO BLDG. STANDAR 2x4 TILE N EMS PLUG S. t 5 S S SCOPE OF WORK 7,257 USF- -� • S S S 5. I -I els 4 �qr w S k S FIRE SPRINKLER PLAN SCALE: 1 /8" = 1'—O" SPRINKLER HEADS SYM CNT NcI METAL TEMP K No ORIF MEG. ® \Nb \ 5 REC. PEND \Nb 165 0 \D 1/2 __.._ .,\Y,__... R 39 \I lb CHROME 165 \Nb 1/2" 1/2 GEM F947 I EMUNo Tf 1 112 _,..a , 1\b PLUG S. t 5 S S SCOPE OF WORK 7,257 USF- -� • S S S 5. I -I els 4 �qr w S k S FIRE SPRINKLER PLAN SCALE: 1 /8" = 1'—O" SPRINKLER HEADS SYM CNT NAME METAL TEMP K NPT ORIF MEG. MODEL# P 5 REC. PEND CHROME 165 5.60 1/2" 1/2 TYCO TY—L i R 39 REC. PEND CHROME 165 5.60 1/2" 1/2 GEM F947 I PLUGGED HEADS FILE CO' GENERAL NOTES 1 SPRINKLER SYSTEM DESIGN PER N.F.P.A. #13 2 ALL MATERIALS SHALL BE NEW AND U.L LISTED OR F.M. APPROVED 3 FIRE SPRINKLER SYSTEM TO BE INSTALLED, BRACED AND TESTED IN ACCORDANCE WITH N.F.P.A. #13 4 IN LOCALITIES SUBJECT TO FREEZING CONDITIONS IT IS THE OWNERS RESPONSIBIUTY TO PROVIDE HEAT THROUGHOUT THE WET PIPE SPRINKLER SYSTEM AREAS AND IN ENCLOSURES FOR DRY PIPE, DELUGE AND OTHER TYPES OF VALVES CONTROLLING WATER SUPPLIES TO SPRINKLER SYSTEMS 5 FIRE PROTECTION CONTRACTOR SHALL NOT BE RESPONSIBLE FOR THE ABILITY OF THE STRUCTURE TO ADEQUATELY SUPPORT THE FIRE • SPRINKLER SYSTEM 6 ALL ELECTRICAL, PAINTING OF PIPE, FURRING, CUTTING OR PATCHING TO BE BY OTHERS 7 SPRINKLER HEADS ARE NOT NECESSARILY LOCATED IN CENTER POINT OR QUARTER POINT OF CEILING TILE 8 EXISTING SPRINKLER SYSTEM HYDRAULICALLY CALCULATED AND DESIGNED TO PROVIDE .15 PSI / 1500 SQ. FT. 9 RELOCATED HEADS ARE ON 1" SCH.40 ARM OVERS, ADDED HEADS AND NEW BRANCH LINES ARE TO MATCH EXISTING PIPE SCH. 10 AREAS OUTSIDE SCOPE OF WORK NOT SHOWN, AND ARE TO REMAIN. 11 SPRINKLER HEADS ADDED AND RELOCATED TO ACCOMMODATE TENANT IMPROVEMENTS 12 THE OWNER IS RESPONSIBLE FOR THE PERIODIC INSPECTION, TESTING, AND MAINTENANCE OF THESE FIRE SPRINKLER SYSTEMS IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA 25 1995 EDITION. THIS WORK MUST BE DONE BY QUALIFIED PERSONNEL STARTING AFTER THE WARRANTY PERIOD HAS EXPIRED. THE COMPANY THAT DESIGNED AND INSTALLED THIS SYSTEM IS THE BEST QUALIFIED TO PROVIDE THE ONGOING LONG TERM TESTING, SERVICING, AND MAINTENANCE OF THIS SYSTEM(S). instry ife Of Your Building SEATTLE: 5005 3RD AVENUE S PO BOX 24567 SEATTLE, WA 98124 1-800-669-6223 PORTLAND: 5400 NE COLUMBIA BLVD PORTLAND, OR 97218 503-331-0234 www.mckinstry.com KEY PLAN EXISTING SPRINKLER MAIN PIPING EXISTING SPRINKLER BRANCHLINE PIPING NEW SPRINKLER BRANCHLINE PIPING SIDEWALL STYLE SPRINKLER HEAD EXTENDED COVERAGE SIDEWALL STYLE SPRINKLER HEAD DRY SIDEWALL STYLE SPRINKLER HEAD PENDANT STYLE SPRINKLER HEAD ADDED UPRIGHT STYLE SPRINKLER HEAD ADDED PENDANT STYLE SPRINKLER HEAD. RELOCATED PENDANT STYLE SPRINKLER HEAD. NEW HANGER LOCATION PROJECT: Inter -Tel Fairway Center Bldg. B Suite 148 14240 Interurban Ave. S. Tukwila, Wa. 98168 STRUCTURE 1" X NIPPLE BRANCHLINE 1" X DROP 1" X 1/2" R.C. r-- PENDANT HEAD SUSPENDED CEILING -f RETURN BEND ASSEMBLY REGISTRATION: • BRANCHLINE HILTI HDIP r 2 ‘ig RING y-CONC. DECK 1" X ARMOVER ''■'; (SEE PLAN) SUSPENDED CEILING 1" X 1/2" R.C. PENDENT W/ ESCT. TYP. RELOCATE AS8EMBLX 14240 INTERURBAN AVE S #170 08-S-403 REVISIONS: 1 7/29/08 PERMIT ISSUE NO. DATE DESCRIPTION McKINSTRY DIVISION: FIRE PROTECTION DESIGNED BY: DJ DRAWN BY: Dwayne Johnson CHECKED BY: SS (206)832-8139 JOB NUMBER: L6 ( 7(0 DATE: 07-28-08 SCALE: AS SHOWN SHEET TITLE: Inter -Tel 1st Floor - Fairway Ctr. Tenant Improvement SHEET NUMBER: FAD I JUL 31 2008 Tukwila Fire ■ REARON EA 101 Ar•.,c of \A/or erm it. K Connects back to existing power supply CONFERENCE ROOM 111 OPEN OFFICE 123 15 CONFERENCE ROOM BREAK ROOM SOLUTION CENTER Connects back to existing pull in reception area of Intertel suite. \.41 RECEPTION LOBBY FACP 0 3E E0L Scc e is g Fl ' E LA M SYM = OL LEGEND FIRE ALARM CONTROL PANEL HORN/STROBE MANUAL PULL STROBE POWER SUPPLY END OF LINE RESISTOR Exisitng panel and power supply showing only devicesiisted on this permit. FACP 0 Lti 0 lif Legend 0ESCRIP TION 16 AWG, 4 CONDUCTOR 'FPLP' JACKETED CABLE1 GL_ER/AL c t i [ S. . ORI< IS TO CCNFOR`.' TO NATIONAL ELICI CODE ST r, , `,1.:RINC: METHOD IS TO BE OPEN CABLIL1G EXCEPT 'WHERE IT IS EXPOSED AND OSLO.'.' SEVEN FEET -THEN IT IS TO BE II:1 5050L -i;. 3. ALL JUNCTION 50255, COVERS AND BACL, BOXES APE TO BE TED RED. __ S fA1I0I'iS ARE TO EE MOUNTS AT TO 53" A50`.2 THE :FLOOR ,I\LL INDOOR HORNS, STROBES, HORN STROEES AND HOR.1. STROBES ROBES ARE TO BE _'NTED 00" ABOVE THE FLOOR OR 6" BELO.. THE CEILING, WHICHEVER 15 LOWER. SMOKE DETECTORS TORS SHALL BE INSTALLED IN ACCORDANCE ,E WITH E FOLLOWING: A) 36" WAY FROM ANY AIR HANDLING SYSTE1.1 DIFFUSER 5) NOT IN CLOSE PRO'IMITY TO ANY '. UORESCEN LIGHT FIXTURES TURES 7. EXTERIOR HORN/STROBE SHALL BE MOUNTED CN THE TOP ?0 OF THE OUTSIDE 411PLL C9 T-,! RUILD[NC, AS HIGH AS POSSIBLE FOR 1,5 XIMU'•A VISIEILITY FRO1.,1 THE _ FIRE DEPARTMENT ACCESS RO D',`rAY. 3. ALL 'WIRING PENETRATING ANY FIRE RATED BARRIER SHALL EE SEALED D ` ` MATERIAL ',WHICH WILL PREVENT PASSAGE CE FLAME AND HOT GASSES. 9. SPACE HAS DROPPED CEILING AT 10'0. ,,LLS EXTEND TO 5'6". A B C D E F G WASHINGTONALARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) Fairway Center Building B Mitel CONTROL PANEL AND MODULES 0 0 Silent Knight Fire Panel 5808 1 0.17 0.17 0.325 0.325 Silent Knight Annunciator 5860 1 0.02 0.02 0.025 0.025 Silent Knight Mini Module MIM 5 0.023 0.115 0.0526 0.263 Silent Knight Addressable Module AIM 4 0.023 0.092 0.0471 0.1884 0 0 NOTIFICATION APPLIANCES 0 0 Battery NP7-12 2 0 0 Existing Strobe 5 0 0.142 0 Existing Hom/Strobe Combination 7 0 0.212 0 New Strobes 2 0.077 0.154 INITIATING DEVICES 2 0.212 0.424 Existing Smoke Detectors 4 0.00055 0.0022 0.00055 0.0022 Existing Manual Pull Stations 13 0.00055 0.00715 0.00055 0.00715 New Manual Pull Station 1 0.00055 0.00055 0.00055 0.00055 0 0 0 0 Sum Column For Standby Load (Amps) 0 0 Multiply By Required Standby Time (24 or 60 Hours) 0 0 Total Standby AH 0.960 (G) NOTIFICATION APPLIANCES Hom 17 0.069 1.173 Strobe 0 0.142 0 Horn/Strobe Combination 0 0.212 0 (H) Bell 0 0.111 0 TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) AMPERE-HOUNSIPERE-HOURS TOTAL SYSTEM REQUIRED 0 0.960 0.242526 1.203 1.3 1.563 0 0 0 Sum Column For Standby Load (Amps) 0.407 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 9.766 (G) Sum Column For Alarm Load (Amps) 1.984 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.165 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) TOTAL SYSTEM AMPERE- HOURS REQUIRED TOTAL SYSTEM AMPERE - HOURS PROVIDED 9.766 0.1646969 9.930 1.3 12.909 14AH 14240 INTERURBAN AVE S #170 09-F-114 A B C D E F G WASHINGTONALARM DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) Mitel Power Supply CONTROL PANEL AND MODULES 0 0 Honeywell Power Supply FF -08 1 0.04 0.04 C.15 - 0.15 0 0 0 0 Battery 12 VOLTS NP7-12 0 0 0 NOTIFICATION APPLIANCES Hom 0 Existing Strobe 5 0.142 0.71 Existing Hom/Strobe Combination 7 0.212 1.484 New Strobes 2 0.077 0.154 New Horn/Strobe Combinations 2 0.212 0.424 0 0 0 0 Sum Column For Standby Load (Amps) 0.040 Multiply By Required Standby Time (24 or 60 Hours) 24 Total Standby AH 0.960 (G) Sum Column For Alarm Load (Amps) 2.922 Multiply By Required Alarm Time (5 min = .083) 0.083 Total Alarm AH 0.243 (H) TOTAL STANDBY AH (G) TOTAL ALARM AH (H) REQUIRED AH (G+H) SAFETY FACTOR (Multiply) AMPERE-HOUNSIPERE-HOURS TOTAL SYSTEM REQUIRED TOTAL SYSTEM PROVIDED 0.960 0.242526 1.203 1.3 1.563 24AH -4192/ - n L/ / WASHINGTONALARM WASHINGTON ALARM INC. 1253 S. JACKSON STREET SEATTLE, WASHINGTON 98144 PH: 206-328-3288 FAX: 206-322-7214 www.washingtonalarm.com CONTACT: Ryan AaI email: raal@washingtonalarm.com NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire. Alarm and -Detection Systems. Failure of test will result in aRe-inspection Fee and termination of the. testing. • (f) 00 a) �o U 0 0 5 FLE • d_. v._.. resubrrii City cif adopted :y for the s finer. -: drawings after , r d wiif require a :s tor subsequent approval: nal acceptance is subject to field test and Inspection by ze Tukwila Fire Prevention Bureau. Date: r-2- 2 filKWItA FIRE LIMIT Please call: 575- aid give this and exact address for shut. down or restoration appro VOL PAID JUL 272009 Tukwila Fire 75 5-11-1998 12.11PM FROM MMI SERvICES INC 206 882 2003 s — 1 ANNIMMF n ni ° a� C m � X 0 (- 0 11 :Fq5 11 oX 11 i/ -II —JI P. 2 14) ®X (�1 -ger 11 11 -ft • oxto 000 cn 0 I 3 . J AIM Ica 11 1111 11111.11 mum arriam_... 1111 11111=11111=1111111651111 MOW is= —limmillasnii 7 _ � 11117 4 trPri'- L s J tlat • t '- s 't:.�" "ii -'s"- mss'-acv-tn4ii►�r _c ....� 5 • l s.-� - "v1^_ ;:i= }4'~sg.- -.ia -j ' -=�►-a?'.a4:.0 �`: -s" 4 11 14L 1 Ir Ii___J SII 1- 1 3O' -O Reflected Ceiling Plan 1/8"- 1-0" { a C.Yr5-r /b 6.0 nnc11. L40 eL L- D�nnS?cc) PL^JD 11,<c) l/2. -79z_ (?Clac.t-ic Z� A.D.) — 7 30 os 1 -t A -c iz D r .� >a y f-Ih Z1} 2 0i 1 t- rl GA 114 L t�"/r, F M ALL c..2c PE Z I..>F.7A i3 Clip Hangers ■ Hanger flings UL Listed & FM Approved t Hanger Rods / Fasteners Comply with NFPA 13 O Alt Thread Rods 0 Machine Thread Rods I[ Finishes O Standard Components 0 All Galvanized CQmponents a r ifT ie -2 tr4 1 Q = 25 4 mm Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hdngcr Rod 5 Adjustable Hanger Ring Application / Descnpt on No 5 Hangers are des gned to support small piping from smooth level wood parking that has a thickness sufficient to receive the required fasteners. The hanger is secured to the Wanking by meads of a chp (ceiling flange or hanger flange) that Is provided with a standard thread for the rod and holes for 2 wood screws. To prevent possible loosening of the rod due to vibration the hanger is further secured by a hex nut tightened against the clip There are 6 come clip 2 wood screws an adios able hanger rod (ATR) or machi nents in a basic No 5 Hanger The hanger rod and locking hex nut and ng The rod may be either all thread thread rod (ITR) All thread rod is cons dered to be standard hoNever As a rule machine thread rod Is providgd only when it is a specific require ment of the job spec lications. 14240 INTERURBAN AVE S #230 96-S-257 1 No 5 Hangers may also be used with other types of construction of adequate strength when provided with suitable fasteners — subject to the approval of the authority having jurisd ction (AHJ) Deviations from standard fas teners are to be clearly Ind cared on the plan by detail or in a hanger note (see Hanger Codes / Plan Designations) NFPA Requirements / Limitations t FPA 13 permits the use of 2 screw ceiling flanges only for pipe sites up to 2 and it calls for the use of screams having dimensions not less than those of No 18 x 1 /2 wood screws. Drive screws and nails are not acceptable fasteners and wood screws are not 10 be driven Key Plan NO SCALE ACCEPTED Er WITHOUT COMMENTS 0 AS NuTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to then', 'rawings after this date will void this .4.._,)tance and will require a resubmittal of revised drawings Final acceptance is subject to field inspection by a representative of this department DATE AY -2-1/9L BY 44'1 Sll CITY OF TUKWILA 575 4407 TUKWILA FIRE DEPARTMENT Please call, 575.4407 and give this job No. iG and exact address for shut= down or restoration approval ii OCT 18 1906 • CROWN FIRE PROTECTION INCORPORATED P 0 BOX 12113 WILL CREDO, YrA4-tNGTON 93382-0113 PH. (206) 481-7669 o. U.S. COURTS ING "B" FAIRWAY CENTER TUKWILA WA 142.1v ). ru (b2(LJ DATE 10.17-% DRAWN J A SCALE I/8 1 i D E j_ 13 AA 1 1) - _ 4 • 0 4 - 3 t • . L t 114.:=.:til 1 1 11 i4-ot, I. ti BUILDING COMMON CORRIDOR 1115114, 1 1 1 —E ryV • E • CONFERS ! RH • R. 0 OPett-OPPtCL 1; 0 :n 41.11.111•1111.11•41411V11/11 M Ti D t ADJACENT TENANT t X ENVIRONMENTAL' J FA5F 6.RFA 50 -0" --- j US GOtA�ZT�I , ADJ/�GENT TENANT LEASE Sr'AGE 1 L SPACE. SECOND FLR. REFLECTED GLC. FLAN SCALE: 1!b" • 1 -O" Ater r£ S •E 7 •R. - 77o 7 L]ES/l..ij 1''>t ijp/A elk/ NAI- AA r►'K7l1ALS 4L 02 f A.4 - ApoQat&ft P•voa,1.. lb Be St Pro.t-re. AS S.lvw..J i'.0 1-/.,JGell. Dere+/t_ EAC, Sr-_ /L S. L._t* 2E L Yi 2a--ev% A r..! lLe�o crar& P..* Sea Ms a Pt L~ / SS° tz. rZ 14240 INTERURBAN AVE S #230 01-S-237 1 No. 5 Clip Hangers ■ ■ Hanger Rods ( Fasteners O A1I Thread Rods Hanger Rings UL Listed & FM Approved Comply with NFPA 13 O Machine Thread Rods ■ Finishes O Standard Components ❑ An Galvanized Components • 1 FILE1, 25 4 mrp.., 0 0 Components 1. Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5. Adjustable Hanger ACcpTEo Wtout Comments As Noted In Red Fer The Attached Letter These plans ha,'e been revie4 e y The Tukwfla Prevent on B_reau for confo'anc w to current Fire m standords Accu,?ance 1s st 2ie`t to errors and o'nissio as v hi„n do not 2Ltr'crze v cl-t sns of ago ' standaaas and ordinances Thc rep ;,"S it I ty fbr adequacy of deign r e is 'total)/ Vt t5 ti'e Ce Signe, Add,tiD- S de o..cris or rciz is'ons -1 'hese drawing- - o ,r this oat will vo,o this acceptance aid w 11 royu,re resubmittal of rev sed drawings for subsequerT c� ~ Final acceptance is subiect to fC-ld test and inspec ion The Tukwila Fire P1e‘.entio'i Bureau i f`t 1 C5L"i bl t3y $ 1,0 TUKWILA FIRE DEPARTMEt Please call • 575.440Z and give this job ho 23l �s d -xact address for shut. uuwu or restoration approval, 4 CLOWN FIRE PROTECTION INCORPORATED P 4 BOX 12113 MILL CREEK, WASI11NGTON 98082-0113 P11. (2©6) 481-7669 - Y 4 _ TENANT US COURTS Fairway Center Bldg 'B' 14240 Interurban Ave South Tukwila, Washington 98168 DATE /a of a URAYIIl AA OCT -3 2001 SCALE. Ale re I •F • ACCEPTED Clap Hangers • Hanger Rings UL Listed & FM Approved ■ Hanger Rods 1 Fasteners Comply with NFPA 13 C2 Alt Thread Rods -s Q Machine Thread Rods • Finishes 0 Standard Components 0 All Galvanized Cgmponents Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring 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 Tukwilac�Fire Prevention Bureau Date / By 4 -14, - • 1"•254mm 1ICI If 1/1111/11 1I1IJ11 Application / Description No 5 Hangers are designed to support small piping from smooth level wood planking that has a thickness sufficient to receive the required fasteners The hanger is secured to the planking by means of a clip (ceiling flange or hanger flange) that is provided with a standard thread for the rod end holes for 2 wood screws. To prevent possible loosening of the rod due to vibration the hanger is further secured by a hex nut tightened against the clip. There are 6 components in a basic No 5 Hanger The clip 2 wood screws a hanges rod and locking hex nut and an adjustable hanger ring. The rod may be either all thread rod (ATR) or machine thread rod (MIR) Ad thread rod is considered to be standard however As a rule machine thread rod is provided only when it is a specific require ment of the job specifications No 5 Hangers may also be used with other types of construction of adequate strength when provided with si.ntable fasteners — subject to the approval of the authority having gurisdiction (AHJ) Deviations from standard fas- teners are to be clearly indicated on the plan by detail or es a hanger note (see Hanger Codes / Plan Designations) NFPA Requirements / Limitations NFPA 13 permits the use of 2 screw ceiling flanges only for pipe sizes up to 2" and it calls for the use of screws having dimensions not fess than those of No. 18 x 14" wood screws Drive screws and nails are not acceptable fasteners and wood screws are not to be driven. TUKWILA FIRE DEPARTMENT Please call 575.4407, and give this job No -©1-S--1) and exact address for shut, down or restoration approval EXIST 2x4 SUSPENDED ACOUSTIC CEILING SYSTEM TIT) SITE PLAN oP i) tom.rA .5 143RD ST SITE FLAN WALE Nee e Alt_ Mr!411@f2iAL PARTIAL REFLECTED CEILING PLAN NORTH - TENANT- IMPROVEMENTS ' FOR THE -� - DEFENSE CONTRACT AUDIT AGENCY 14240 INTERURBAN SO, SUITE 218 - �— TUKWLLA, WA , Y Y^' 14240 INTERURBAN AVE S #216 01-S-222 INCORPORATED P0. BOX 12113 - MILL CREEK, WASHINGTON 98082-0113 PH, (206) 481-7669 DATE. 5- 2O -C I DRAM J A SCALE - SEP 2 1 2001 0-(2 zi • c_y s-- � 1 30 -O" 30 —0 1' 5 24 -0' 5'-O" 5 -0" 5-0" 5 -0" . 4 -0" • ISI 24 -0" 5 -0 4'-0 5 -0 5 -0" 5 -0" 5 -0" OFFICE -s- KITCHEN • • CORRIDOR (E. ) OFFICE STORAGE (E -c ST) SPARE OFFICE CORRIDOR CES cT i CONFERENCE ROOM 16 -4" BUILDINS COMMON CORRIDOR 16 -4" `Ew St) OFFICE CLOSET s -r OPEN OFFICE RECEPTION ADJACENT TENANT C�� ST •3C,) 16 -4" 41-0 • FLOOR PLAN SCALE : 1/5" = 1 -0 c TE tilA 1-3 T 1').-Wj , •J:,, 1,....\ c. -1...J VL) n LL. -To C,2 i_ nT E \ P.3 t- OJ 0 C 1 c 4 C_LD / A S -ZLLO ,. t To sit ) LJCAT10.J TL Acc AI07AT1. 1.-.) Ew V.1 P LLS C-4 (S -r- S Pa a U K L L • j,y.0 ,..) w3 Tv VCA_ 1 ,{ of v 1 v,..) A. t_i_ S 1 KAPAcT 0 N SPAC_ ' - - f SP roerr Rc.,L • . • 1�1CritS • No 5 Clip Hangers • ■ Hanger Rings UL Listed & FM Approved ■ Hanger Rods / Fasteners Comply with NFPA 13 O All Thread Rods 0 Machine Thread Rods ■ Finishes O Standard Components 0 All Galvanized Components V -254mm Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring 521. ACCEPTED Without Comments As Noted to 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 AIL c:),% N F Pia t3 Nnz t3o- M A s' ALL MATE rl_ in LS U L F An APP2c\/E A2A-..1,/C& Z- 0 O 2 Lo•.1L,E12 SuVPo(LTh AS Sy0. J 1r.-1 k -G . i� Q �e�it_ `i • K - "C Lo C s.T£ F'N ST C 2 i...I IJ E LL h./ob. F ots o v{ IL Ref_ i 1. rs� 4 � i2 Loc._ 1 TUKWILA FIRE DEPARTMENT Please call 575.4407 and give this job No c)1Z S d5b and exact address for shut' down or restoration approval. VICINITY MAP NO SCALE INTERURBAN AVE KEY PLAN NO SCALE C HOWN FIRE PROTECTION INCORPORATED P 0 BOX 12113 WILL CRUX, 1kiSiNGTOh 98:32---0113 Pt{ (706) 481-7&59 •B s vVPSTE SSTEt•AS •Epsz 4.J PC ( l3 14240 tti-T u1Z3A til fl\ <_a`► 1 L_A 1/JP 14240 INTERURBAN AVE S #212 98—S-056 ,RM@M MAR 13 DATE 3 le '16 DRAM M ►-4 t= SCALE Ib .11-O" 1110. sti WI -t. 41. c c7 _Ns V\ slab n.s AND a-� �� D 00000000000 • SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. Date application accepted: PAID JAN 2813 IUKVvILA 2FIRE **PLEASE PRINT** n ( King Co. Assessor's Tax No.: 33(05-q0 % I Site Address: I"1 Ot`'(O l-n4e UV bC�f\ Ave- . Suite Number: Floor: Tenant Name: Ft�t Jc. ((I (R 1i -2r F.-�Y�.j 8 Property Owner's Name: �' ll` f1 .�.r i8,JlMeAk DTII LLCi Mailing Address: 2&$ 2P Ave. S 520 40 \ -IA GZ121 New Tenant? ❑ - Yes ErNo City CONTACT PERSON -if there are questions about the submittal. Name: 4r V MCI -114C Ips Company Name: ,./a I in31ci' A'e.,rry\ -.L4\c Mailing Address: W5-3 �3 ..c kT �n S1 - State Zip Day Telephone: a)6 Se City State Zip E-mail Address: Fax Number: Valuation of Project (contractor's bid price): $ boa Scope of Work p (please1qprovide detailed information): CON1�Ct TU I�VRC,cowvVe cIelecwr `hs'�CI 1 ecl I '1.(',I . Add jt�0�+l1etofhc%e 'r4 -(A addrn.(536.ble ?o1Pf . P4d remoke `ese) JNIce t, i k Vey & 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: r Signature: i9�h �%`j...r Date: 1 214- ?O'l� v. Print Name: 'AGS' 1\AC-14-6-(1 14-6-l1 Day Telephone: O'D(r Plan Permit App.doc 5/14/10 TFD FP Form 8 • •CONFIDENTIAL A WASHINGTr}N Fairway Center Bldg B FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G IlkDEVICE/ ALARM MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CXD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) CONTROL PANEL AND MODULES SD500-APS 4 0.00055 0.0022 0.026 0.104 Silent Knight Fire Control Panel SK5808 1 0.17 0.17 0.325 0.325 Silent Knight Addressable Module SD500-MIM 2 0.00055 0.0011 0.046 0.092 Silent Knight Addressable Modules SD500-MIM 4 0.00055 0.0022 0.00055 0.0022 0 0 0 0 Batteries 12v 8 Ah SLA1075 2 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD500-APS 4 0.00055 0.0022 0.026 0.104 Manual Pull SD505-PS 13 0.00055 0.00715 0.00055 0.00715 System Sensor Horn/Strobes P2R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.183 24 4.384 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.696 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.384 0.223797051 4.607 1.3 1 5.990 8AH 0 0 0 System Sensor strobes SR 5 0.094 0.47 System Sensor Horn/Strobes P2R 7 0.212 1.484 0 0.212 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.183 24 4.384 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.696 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.384 0.223797051 4.607 1.3 1 5.990 8AH SCOPE OF WORK: Connect new roof top HVAC smoke detector to existing addressable fire alarm system. Add reset key -switch with LED to 2nd floor hall. Washington Alarm will continue to provide central station monitoring, maintainence, and annual inspections. SBUS ‘-'50 120 VAC 5 -- (DEDICATED CKT.) TO WASHINGTON NARY CENTRAL STATION MC o* . .ster. ft yr (TYP. ADDRESSABLE CKT.) 24V POWER FROM FRCP NAC -1 NAC -2 NAC -3 NAC -4 BATTERY I.TTCRT FA 14 New rooftop unit ,� Key reset w/ LED EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE r, S 142nd St, tia to S 1441h St emid '4a 9r Recker loit (Traking � I �o Imo. j S i4dth St �$T43i \ \ \, . 3144dj St rn MM DUCT RESET HVAC DUCT DETECTOR—INSTALLED BY OTHERS ADDRESSABLE MODULE—SILENT KNIGHT SD500—MIM REMOTE RESET SWITCH W/ KEY—SYSTEM SENSOR RTS -151 PAID I OD' JAN 282013 TUKI LA=1t WASHINGTONALARM FAIRWAY CENTER BUILDING B 14240 INTERURBAN AVENUE S. TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 9207 Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax 206-322.7214 REVISIONS DATE DESCRIPTION 011M6013 PERMIT SET FIRE ALARM, C FA - 1 , c Ac o Without Comments As Not,eo in Red o Per The Act:ached Letter • DI?ns have been reviewed by The Tukwila Fire 6on Bureat. cc,Iforrhance WR cunent City ds. ACCV-)tarIc.? s subject to errors and •rns wrozh ytoiations of adopted and ord'7;ic'..i.5. for? res2onsibility for the tocy with the des'!gner. :f-ivi0011S to these draw!ngs after voA!_cce:•:,-)tance.,, and will require a !hn.ottai of r1.7-AseCt ti•vOigs for subsequent approval. ;al acceptance is sirP,fect L field test and inspection by ine Tukwila Fire Pie-yention Bureau. )ate: By: ut,LA- 614k- -to sylecv"vi • TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down or restoration approval. r4 irZiLir SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.a5"tLJ6M t Site Address: '» O 3 Ac),fl A\ 5 Tenant Name: T G� Property Owner's Name: VOA Mailing Address: j5 'EE f Q) 53\ SOD City C CONTACT PERSON -if there are questions about the submittal. Name: 0.,Cd\OCk Company Name: lid jet, L r \ Mailing Address: nk.A. tzk- E-mail Address: Suite Number: Floor: New Tenant? ❑ - Yes') -41z No & e\ cA, \u - State Zip Day Telephone: �-bC1)(6 I State Zip to cgumb�r: Contractor's City of Tukwila Business License number: �`-' S ---v `ia(8.CA Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ : yfrD Scope of Work (please provide detailed information) '����Q�(�oscC '�,� ru0k-o vy-Noci - ` in SAE tar 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:501/46 A \./P t '` Plan Permit App.doc 14240 INTERURBAN AVE S 1 ft_lt=_A1tS Date: "l //3, Tnlnnhnn A•w%S/Rg. �J 5 2c 1 ,a Vo TFD FP Form 8 • 1 AES -7794 IntelliPro FireTM �`�=1AA T§ Full Data Module Overview The AES -7794 IntelliPro FireTM is an add-on module for AES subscribers that enables transmission of full alarm zone data from an alarm panel to a central station over an established AES-IntelliNet network. AES subscribers with IntelliPro Fire can operate in applications with or without a phone line providing full emulation of the phone line for the alarm panel communicator. IntelliPro Fire supports most popular alarm commu- nication protocols including Contact ID and Pulse as well as Modem II and Modem III.* Easy Installation IntelliPro Fire easily installs in the subscriber housing and is powered from the transceiver module, requiring no additional power connections. AES sub- scribers can be ordered with IntelliPro Fire installed. IntelliPro Fire is easy to program using the AES Handheld Programmer. Features • Commercial fire alarm applications - with or without phone lines • Transmits full alarm data from any Contact ID or Pulse format fire alarm panel • Supports expanded event reporting from Bosch Modem 11 and Modem III alarm panels • Universal wireless alarm transmitter - works with most manufacturers' panels • Easy to install in AES subscriber • Easily programs using an AES Handheld Programmer • Option to monitor telephone lines `The AES -7794 IntelliPro Fire converts Modem Ile and Modem 111a2 codes to Contact ID for transmis- sion over the IntelliNet network and supports those alarm panels listed in the table located at www.aes-intellinet.com/AES-IntelliNet_7094lntelliPro.html. This table will be updated as additional panels are tested. AES Corporation 1285 Newbury Street I Peabody, MA 01960 USA Call 800 -AES -NETS (800-237-6387) or +1 978-535-7310 I Fax +1 978-535-7313 Email info@aes-intellinet.com Web www.aes-intellinet.com IntelliNet For Alarm Monitoring Technical Specifications • Transmits full data to AES receiver using Contact ID or Pulse formats • Formats Supported: Contact ID, Pulse 3+1, Pulse 4+1, Pulse 4+2, Modem Ile`, and Modem 111a2* I/O Connections • AES subscriber with power • Handheld/PC programming port • POTS incoming phone line • Phone output from alarm panel • Trouble output (form C relay) Size • 2.8 x 5.0 inches (7.1cm x 12.7cm) Power Requirements • 12 VDC nominal, primary and backup power provided by the AES RF Transceiver Unit How to Order Model 7794 7744F-ULP 7788F-ULP Description IntelliPro Fire UL Fire Subscriber w/7794 (4 reversing polarity & 4 EOL inputs) UL Fire Subscriber w/7794 Wireless mesh networking is an innovative technology adopted by many industries with applications that need to communicate data over a large geographic area with a high level of reliability at a low total cost of ownership. The advanced design and 2 -way commu- nications capability provides easy installa- tion, expansion, and management when compared to alternative communication methods, both wired and wireless. Copyright 2011 AES Corporation AES-IntelliNet is a registered trademark of AES Corporation 7794/11/03 ACCEPTED Without Comments As Noted in Red O Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current Cityt.-;ndarr�s. Acceptance is subject to errors and :: r ;fissions which do not authorize violations of adopted :�:( Edards and ordinances. The responsibility for the ,.: _; quacy of design rests totally with the designer. r ditions, deletions or revisions to these drawings after 'cis mate will void this acceptance and will require a esubmittai of rc'v sec drawings for subsequent approval. r" nal acceptance is si.;o)ect to field test and inspection by (rie Tukwila Fire Prevention Bureau. Date: LI- X.9 " By: '#{WILA FIRE DEPARTMENT z e caul 206-575-4407 and is Fire rmit No. It -LF id exact 2ddress for shut- wn or restoration approval. SITE SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE r75-4407 FIRE PROTECTION SYSTEMS PERMITAPPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** 151-11-il 15X111 PAID SEP ili116 TdkoLVl King Co. Assessor's Tax No.:) 3 65 U vi co Site Address: 14 1-40 Iwkv-t lr vt A _ 5 J el S I C:3B Suite Number:gla Floor: Tenant Name: Y' w C y Le -A V New Tenant? ❑ - Yes ❑ - No Property Owner's Name:►1ee1\0) Cof C4L \)r , L -L.0 Mailing Address: ° � 34. A- Sv ►Te C1 0 V e --)e cJ(� t w A c ((3-i City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1' lCOAAN yr t/`fJ\0.S Day Telephone:( 20 6) t 3 j- 5 3 V 1 C Company Name: W4tV�t t�C�v rs ltiC . ` Mailing Address: O O vJ FN‘' NPoP)O y S _ ,e-eA- ` " - W 4 013 LL ` City State Zip E-mail Address: l.W i� ty v"g5v11h3n A`4V ^" t-�e"` Fax Number: t` (,) 31-2- Contractor's City of Tukwila Business License number: DoS-OC't7- 51 Total number of new/relocated devices or sprinkler heads:Z06— Valuation of Project (contractor's bid price): $ Z -00v 1 1 Scope of Work (please provide detailed information): C flnaec ivtut �. T t'00rs ckv(.'J c),e4ec4ov' Ac.9 YkV-'o w rci,.oJ 1.0(.14 k-ra F�rc Sy . PERMIT APPLICATION NOTES Value of Construction - In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW Signature: Print Name: Date: Day Telephone: C) 6) 13 l' - 5 3 0 1 Plan Permit App.doc TFD FP Form 8 14240 INTERURBAN AVE S 16-F-202 • N WASHINGTON ALARM SCHEDULE OF PROTECTION udry Providing 'Service & Integrity A: Pacific Northwest Since 1943 Agreement #: 15417-1-0 Date: September 22, 2016 Site Address: 14240 INTERURBAN AVE S TUKWILA, WA98188 Fire and / or Sprinkler System - Fire Alarm Control Unit(s) QTY Description 1 EXISTING SILENT KNIGHT 5808 FACP Location LOCATED 1ST FL FIRE ALARM CONTROL ROOM Fire and / or Sprinkler System - DUCT DETECTOR QTY Description 1 INPUT MODULE - ADDRESSABLE Smoke Detector Remote Alarm, LED Pilot & Alarm Lights w/Key Test Reset - Single Gang FINAL FIRE INSPECTION Location TO BE CONNECTED TO THE PULL STATION LOCATED AT THE FRONT DR TO BE LOCATED ON THE CEILING TILE BELOW THE DUCT DETECTOR INSPECTION OF THE DUCT DET ADD rn f o Without Comments o As Noted in Red o Per The Attached Letter _h -'ye plans have been reviewed by The Tukwila Fire • Bureau for conformance with current City IL ras. Acceptance is subject to errors and piss` ins whicri do not authorize vioiations of adopted uaras and Orsi .lances The rest oPs.bility for the of ries r:.; ,'STS totally with the designer. , evision to these drawings after n , ;i 4 > 'PO °, ,cceptance and WIH rec,luire a FeaUi3ll rF Tn'4,-?wings fOr Suosequent -approval. Final accepra• ;4ea to field test and inspection by Tne Tukwila %. € ., r c on Bureau. DaCe: /0 .1:1‘14 T .UK.WILA FIRE DEPARTMENT Piens, 2C3 E 75-4407 and give Fire, arnit No. /(e.— -2 2 and exact cd&ess for shut- down hutdown or Nstora`lon approveR 2030 Airport Way S Seattle WA 98134-1603 PAID e�?Old cA�E UL LISTED CENTRAL STATION LICENSED & BONDED ELECTRICAL CONTRACTOR WASH IA1282C3 www washingtonaiarm.com P: 206-328-3288 F: 206-322-7214 1 • i NIA NAN .if \\ IU 1 r /51..iY5 1 _-,4 s } 1. L i t— may tinct `rc4� Jar.vl y�14�' Y.,M�waew�t5k �'-- 1 F 1 4 4 RSR DfI6Ail Eod or Ii ," cc., f f`1n ric 4 4/1 ACCEPTED ITHOUT COMMENTS AS NOTED IN RED 0 'ER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to these drawings after this date will void this acc,?tance and will require a resubmittal of revised drawings —F'inaTaccepta ce is subject to field inspection by representative of this departm-nt DATE CI OF TUKWILA 575 4407 rt'fit 444, TUKWILA FIRE DEPARTMENT Please call 575-4407 tang give this job No and exact address for shut. down or restoration approval, 1 i9- /1 1 p -r/ v /4- / fi 6 12 % 7 a 9771-15 Cov2/ 5vnon-5 14240 INTERURBAN AVE S 95-F-176 A(/7 FILE po-FiEwal ill JUL 2 1 1995 Fair way Ce terfer'' M/7- /U ZN7 APPROVED BY SCALE DATE DRAWN BY {,t 5iii !kl'i.h» S JK K u..‘ 4-14 c-' S'! r DRAWING NUMBER AP 1?9933 1 2 3 -4 5 6 7 8 10 11 12 STANDARD HANGERS (Circle hanger(s) to be used) 3C 4C 5W 5C 5S a- -FASTENER \--CEI6 LING PLATE I OPTIONAL, COACH SCREW ROD PIPE RING O 0 1• 0 s s l 0 • • 0 e I FASTENER !POWDER STUD L. ROO COUPLING ALL THREAD 1/::!.1:: ROO -PIPE RING \_ CONCRETE ANCHOR DRIL1E01 ROD COUPLING • ALL THREAD ROD - PIPE RING r FASTENER I / O 1Hjiii•SIDE J If AM BRACKET tun ___,.„,.,T,..... A00 - PIPE RING FASTENER 6W %w 8S 9$ \.-- SHORT STRAP S►RING LOAOE0 • TOGGLE u.���a�a aAc• V.../mmonar► • 1OS CEILING PLATE OPTIONAL! All TNRF AO Roo C 8-- PIPE RING QQ MEE NUT FIAT WASHER ALL THREAD ROD +--- PIPE PING TOP HAM C CLAMP --ALL THREAD ROO PIPE RING TOP SEAM C CLAMP ALL THREAD R00 -.PIPE RING °o) I I I CEILING TrFLANGE V ERSTE PIER e• --ALL THREAD R00 \ —PIPE RIN G FASTENER CASTOPP OR TRAPEZE B `DAR 12S CHANNEL PIPE OR ANGLE IRON 13S 14S 14W 14C SD 1 --+ All THREAD ROD 1(%I:\\,) .-PIPE RING • TOP EE AM CLAMP --- THREADED U 1011 1 ASTENER TOtCOCEAMP/1 ...--SelAYRMCE TOE Ne,F16 ROO BRACE FITTING COMPLETE BRACE fITTEP6 COMPLETE W/EASTENER BRACE PITTING EN0 I� / -PIPE CE AMP SWAY BRACE J yyr� 1 PIPE ♦ice 31.0 A ATR WINUTS AND WASHERS YI r o t -+ o_ o I 0 o i✓ 0 I✓ R 0 0 >✓ 7 0 t j -oI 1 f II 7ar-2-14- I'Po('e-r2-11�s TGN.44-1 oe i 1 I o rL,6,41- cart. rz1 t z/ -M- r r I i� 21Jp F L t2- 0 e, Tcl-�/s.t.4J rz. N 1 r_12. "4.-. CDT t �) rest/c, .i LIGN�S �p- TH n- u r.,�-a T rZ 1 ra=,F2. 2) r't✓fi-2- N fir''`. -- 13, a-2 .3 ll 1 F-1 Ie -L C -RS /`r j./L'- �N h i.�1=1�-'a �..,� /� G C -I l., l h•1 C-� 3-" Er ST'G r -.1-24:T 1. �'Ic�ti1 T I H/ 4-1 Ia , 4>' -" r i [ e� ,�.s s�.aa...�+..1 rz u , rLw- ACCEPT'EDEc4b WITHOUT COMNEN&S,.,_,� [j 13 I\JTED IN REID 0 P_R THE ATTACHECILETTC�L.Nr The drawings affixed hereto have been revs. vsd anJ accepted by the City of Tukwila vire Dept Additions, deletions or redi,iDns these dra%Ings after this fat^ will Jni A t 11 accept, nce and will rGgLh'3 a resubmittal of rwised drawings Fin it a;..^ptance is subject to field ins, r- t i )11 by a represent itive of this der Ent DAM. CITY OF TUKWILA )73 575 4407 Tip} -1 of IST r T - u�,ur� .-.,TL-tT • L TION 4r few Hei-fD '"fUKWILA FIRE DEPARTMENT, Please call' 575-440Z and give this job No F`6F--z-) and exact ad down or res iress fors11[1ta >,ra-ttafi -approval: PAIL) F ILE NO DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN 1 1 — IMPORTANT In localities subject to freezing conditions It Is the owner s response bility to provide heat throughout wet pipe sprinkler systems 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 is the property of Grinnell Fire Protection Systems Com pany Inc and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request all information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS CONTRACT RESPONSIBILITIES ITEM CT F PS OTHERS I 1 STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS U DOMESTIC PPE ❑ SCHEDULE 40 O SCHEDULE 80 ❑ F M MATERIAL O GALVANIZED PIPE ❑ GALVANIZED FITTINGS ❑ GALVANIZED MATERIALS ❑ SPECIAL FITTINGS FOREMAN NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT CONTACT PHONE SPRINKLERS TYPE ORIF r`147 I- 11 11 11 TFMP FINISH CANOPY rz '1. 1c r7-ri 111 E 11 SYMB 0 • OTY 2O 4 TOTAL THIS SHEET IS .10 •13 A Hydraulic Reference Point Line Designation rt of Pipe Below Bottom of Deck Ct. of Pipe Above Ref Plane Main Designation 4- Earthquake Bracing 2 & 4 Way -ri- Hanger -4►- Union --4 Screwed Cap ---0 Grooved Cap _.1 Screwed Plug = Elevation Change in Pipe (not thru fiOOr) SYMBOLS •mo- Gate Valve N R S (GVI -0I0- OS & Y Gate Valve (OS & Y) Flow Switch (FS) C 'Monitor Switch Butterfly Valve 0 Alarm Valve (ALV) E Electric Bell Water Motor Gong (WMG) -0f Wafer Check Valve -fi/- Swing Check Valve ® System Riser Fire Dept Conn (Standard) (FDC) Fire Dept Conn (Flush) (FDC) tj Fire Dept Conn (Sidewalk) (FDC) Post Indicator Valve (PIN) "4" Fire Hydrant (3 Way) Thrust Block 4- Key Gate Sectional Valve with Roadway Box orzmi Fire Hose Assembly (see notes) --f. Inspectors Test -.0- Grooved Coupling (GC) -Q)- Flanged Connection -4- Globe Valve - Angie Valve Dry Pipe Valve BOB BOD BOP DO HV N&C NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIATIONS Bottom of Beam Bottom of Deck Bottom of Pipe Ditto Hose Valvtf Nipple ant Cap Not in Col tract Not to Sca e Open Bar oists Pressure R d Valve Roof Man old Standplp€ Top of Be m Top of Pip Top of Ste Unless Oth 1 2 5 7 8 SYSTEM TYPE WET DELUGE__, DRY 1 PREACTION i1=1 ISO IRI APPROV ALS OUT iN GRINNELL nRE PROUCTION SYSTEMS 14240 INTERURBAN AVE S #216 CONTRACT NAME 1r a/4 -rE9I-�12I21 t=1:DR- 42a.c' I L r trzU r- -1 ^yr,_s - TU SCALE DESCRIPTION SYSTEM DESIGN DATA HAZARD CLASSIFICATION DRAWN BY - . CHECKED BY SYSTEM AREA HYDRAULIC DENSITY DESIGN DATA GPM/SQ FT SQ FT /HD AREA OF APPLICATION SO FT HOSE ALLOWANCES DATE 12--11 , '89 TOTAL SYSTEM REQUIREMENTS GPM AT PSI AT WATER SUPPLY INFORMATION STATIC PRESSURE GPM PSI RESIDUAL PRESSURE IrwiSe N,T89-S-219 "(10 -1-19g-frArjr; C2M4 TEST TAKEN AT T PSI WITH GPM FLOWING BY DATE THESE PLANS PREPARED AT ENGINEERINI DEPARTMENT DRAWING NO I�r1 CONTRACT NO 41- /41 12 \ ,� B c r- STANDARD HANGERS (Circle haner(s) to be ued) 3C ••• 0 r ° n i‘.__CORCRM 4C \ ROO COUPIING -AU ThREAD 00 5W 5W 5C 5S rifq !IAC s.SEkER 1 - SIDE rts•rt.ita 6W 1.011 S1441 7W 8S Sr ' &C*0I0 FOCCLI 01 .0 Fl•If 0.7,CA AL, ALI. Is.FIAD 00 .LJT - is'iAD DO 1Cf E :ScP D 10S 11W 11S s117A"f •CI 00 .1 ESA - 12S - 'IF r.".FS0 DO \)- is I:1311 14S 14W 14C 'Pt "•`•G li)rectur/ FIG ICU° S B-2 t" -RCI 11'744yV C0••••1(11 0A, I'sCI --• Ns( . 1 a • a 1 1 A AUTS •F•C ASAI RS 0;k� . TOE lE V,IkSIESER I.ACI FIT7"MC •--141.1 1 C t LI I 1-:11 1*, j 514P 141 11 100 I 11 10-0 -9 4 7 9 1 p " 11 C -0 I 4-69 1. • I 10-0 It 10-0 ".to 10-0 ± -7-60 • umciltAle rit4611S1011 4 01;4/L1 C'Er N&1 No<A's Q •.4:4) 7 11 t31' -411.ausrammax.-.01rmoraimossoim.--410amomearaiserall• 4) • • PC • r- ----v----.\-------\. • Ni\idifV\,(NT iviA1).1 t Ir. iffljj 4,14: > ' Liis t4il f‘---. ....' 4t.2. 1 iit• 6 .\ Al' . .1- ‘,:•` ) -.4)i .1?,m-c:-1E, 14- 9 Vi- " 10-0 • 4 10417,,\:: 1-- , ( WW 1\4 17,•:;,E7 -C'(% -.9('-?J .1e(.0-49 • 4) 4 --.01e.os • -7 ig(u-s i842- 5.1 6"rki4c;,i. a 7- Ty.r, 4,t4o-s) • • ••- •••-• •••••-•1•,• • • •• 43 • 4 • • . • • • : '.. !. Pa.., -4.1L).• . • ! • 1: ..• .- t i..!: • • ... I 47'5 • 4. 'kr - • '1241' ' ' • '..-47-• ....L.i_____,•_ /21 „ Lg.: • ,•..4 of • -TY2 ts-9(.-Is • . 2<4- L..11L-1:1, 97-4-4512 ILIkk TE vi 6 -yr -1 A. _0 •• •-( )- -I-- Li - 6, 67p D L.-4-1?-% PA 1.-cv eliof -0" I 1 -OG 10t--1 IMPORTANT In localities subject to free7ing conditrons. it is the ownrs responsi bIlity to provide heat throL2chout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of .als corn, ollino water supplies to sprinkier systems. This drawing and the information and design application heiein contairied is the property of Grinnell Fire Protection Systems Com partyInc. and/or its subsidiaries and is loaned upon the express conditions that the sarne be returned to GFPS upon request: all information herein contained shalt be treated as secret and confidential. no reproduction of this drawing or arty part thereof shall be made without the written consent of GFPS. 41 .44.444. CONTRACT RESPONSIBILITIES ITEM STREET WTER CONNECTION GF PS OTHERS UNDERGROUND •V•'Al E R MAINS EXCAVATION BACKFILL WIRING PAINTING 2 1 3 -00 ,->cJ4c7 T tF7ULA1FJ- - HI-h1 4'4 SPECIAL REQUIREMENTS DOMES1IC PPE SCHF DUe,..E 40 0 DLL E EO 0 F. M. MATERIAL 4 o GALVANIZED PIPE • 0 GALVANIZED ET; TINGS 0 GALVANIZED ktAlERIALS 0 SPECIAL 011 r4GS ANY DE REQUI AND 0 CONTAC PHONE: EX.ITC13r2,"1-.1.H L .4 1 "se...1-1-1-- kt t2-U-44:)ve. r LUG - "t -lb .4-4 H T>IP c/M... Arztt-1 2"L 1) 17-,-1 C4 re.1"2 t -i 1 .e,r2P1 F -V\ -1--16'r40 ctDu 2) /4-L 11-X Tiuel .1" L-E-GIEN 0 urrlG.f3T Ftr_Ar› i" rprzcv rk=ra-- • ruurzr., pcp-treIT- • 1-4 r.\,/ -,-1 '-'T 14 tdo. .01-4 FOREMAN NOTE MATERIAL CLEARED DEPT . SPRINKLERS TYPE F-147 ORIF. • z•-• TEMP. ICLP5' FINISH CANOPY SYMB OTY. SIGN CHANGES OR ADDITIONAL ED FOR THIS PROJECT MUST BE DERED THRU THE ENGINEERING . T: Crif21-11Zrc..,<14 - a __, a. • .i' 10TAL THIS SHCET Hydraulic Reference Pornt .40 Line Ds,-aton •13 ot Ppe Sec,‘ Bottom of Deck 67.•-•70 c. of Ppe Above Ref Plane A (Yan Dsgnaton Earthquake Bracrng 2 & Way •sre r linron Screw -d Cap ooved Cap Sce,..ed Plug Eleton Cne in PiPe (not thru floor) Mr,•tV SYMBOLS Gate Valve • Ni.R.S IGV) OS Y Gale Vatve (OS & Y) Fes, Sich IFS) monitor S,tch Butterfly Valve Alarm Valve (ALV) Elecr,c Bell Water Motor Gong (WMG) Wafer Check Valve Swing Ceck Valve System Riser Fre Dept. Conn. (Sandard) (FOCI Fire Dept. Conn. (Flush) (FDC) 4_ Post Indicator Vake IPIV) FF,ree HD:pdt,a,Cion(3n,rvIa7)erwalk) IF DC) -jtor Thrust Block Key GRaota%S,eacyiosnoa:,, valve E,7z Frre Hose Assembhi (se notes) --A, Inspectors Test FGroovedlar,gcicCoonurp,eIcint --3-- Globe Valve InIGC) r Angle Valve r Dry Pre Vatve BOB BOD BOP DO HV N & C NIC NTS OBJ PRV RM SP TO8 TOP 10S UON 10 4,. '-; •2• 0 •••"'' ''.. 0 , i:, gi \.\\41 WITHOUT CO. MMENTS. A AS N-3TED li'',i RED 0 PER THE ATTACHED LETTER ,. •••••••••0......1•••••••••••••••••........00*F.....................14...........•••••••••• The drewings affixed h.,,re.to have been • reviewed and ace.pted by the City of • Tukwila Fire De...it. Alditions, deletions or revisions to ti. -:•_3e lri%,ings after this Sto will voil thi.. :;...:1';1h:.": and will require a resub..itt..loi revised drawings.• Fin1 aose;.:;4.1se i.3 SI.) b :•'.t..flt, 4C-"" _ _ inspection Ly a reprezei dative of tniS deportment ' DATE: CITY OF TUKWILA 573 • r 554407 ABBRE /IATIONS Bow Boni Both Dri Hose 00 rn ot Beam m of Deck M Q1 Ppe Va,ve ar0 CaP Not t, Contract Not tL. Scale Oper Bar JCPSIS Press ;re Red Valve Root Mantold Stant PPE Top 5 Barn Top 5 Pre Top i•l Siehl /.-w< e.xceedi e Ime SYSTEM TYPE WET__ _21 DELUGE____E; DRY_ .,:72 PRE ACTION L.2 PROJECT DATA PROJECT ADDRESS: CONSTRUCTION TYPE: OCCUPANCY: ZONING: 12 14240 Interurban Avenue South (B) Tukwila, Washington VN Sprinklered B-2 Office M1 CODE REQUIREMENTS: All work shall conform with the 1988 Uniform Building Code, State Energy Code and all applicable codes and ordinances. GENERAL NOTES: • 1. Do not scale dimensions from drawings. Use calculated dimensions only. Notify the Architect immediately if conflicts exist. All dimensions are to face of framing, unless otherwise noted on drawing. 2. Contrac-tor shall verify all existing conditions prior to initiating the work. Notify the Architect of any discrepancies. 3. Verify all rough -in dimensions for plumbing, mechanical and electrical equipment. Provide necessary structural support for equipment as required. 4. All sprinkler, mechanical and electrical work shall be Bidder -Design and conform with Park Properties requirements. LEGAL DESCRIPTION: Lots 1-7 block 18 of Hillman's Seattle Garden Tracts. ASSESSOR ACCOUNT NUMBER: 336590-1881-96/000280-0001-00 •N_JI L1HG' • •s e • SAT • • •!',' 1;1 :-•1 '7';.• 11 ra s /lititon • A 1 • 1:1 LIC .1. S.1 !e. 14 11 7.,•••••-•• •••‹ • 1 4„, • .1-E344:41e. seir i4••••11 1 • .'•t: '-'27-•-•.'-'10• 1 • • 'i c 'i -;•:1-s-lx..--.-2,Fi'l• - -0--..14o ; •••• 1 ...i- •----T.-•-a. --.• `-•- ,;,---11, L.( aLLL ./KWILA RI -RE DEPARTMENT case cll: 575-4407 ;d giVO t.111.3 PDb ..77f.? exact address for shut. A:lown or restoration approval. ;2 ISO E. IRI APPROVALS OUT OUT IN 14240 INTERURBAN AVE S #216 CONTRACT NAME NO DATE _Tr -cit- - __ r , . BY j REVISIONS - SEE FLAGGED AREA ON PLAN - - •• DRAWN BY - CCA4C,..7,0 CHECKED BY DESCRIPTION Tc.44,444 1-11(...Lta SYSTEM DESIGN DATA HAzARo sYsTc NA AREA CLASSIFICATION HYDRAULIC Dr ':S:TY GPmSO. T. SQ. FT/HD, S GN 'AT AREA CF APPLICATION TOTAL SYSTEhil RE OutRE ME NTS GPM AT PSI. AT WATER SUPPE Y INF CliMATION STATIC PRESSURE PSI RESIDUAL PRESSURE PI WITH GPM F LovoNo HOSE SO FT. Al LOWANCES. GPM 2 I TEASKTEN AT BY Unle s Clher, 89-S-212 DATE ,......„,.......,,,............,,...,.....„. .....,...-0..1.A.L -..,.... %• 441 ..1,/• 1.414.4 . 4.....S, ......4,......•,.rs1.P.... • VI ,...,,,,.., -- it., .0.....7 -1..., , ... 0 r .., . . • , .., ........... ,./..• 0, .1,. 1... , ...,.....,...., ,., , ....,...., , , a ..............,..,.. ,....,..,,, ,..,.... ...Mt ,..• ..... .... VI. ....., ir i al,..S.A ,.., -• 1...1........-1I,-....s...s.s .., ......a.................saso..,-.414,14-41741.401,4e1S4S-414,....44.,44...-If ',Kr.. .......444,.. ••-...,-1- •,1..........- .s..-4-• l'4411a41.-....-^4ArtA-, .......w... -44.-4.4.4.44...4.4.....--..4..e. .........n....,4,........- .1.4,..,a.....4.....,-.14. s--..- ...*- .....-,-.... -111,4-- - ) 5 6 fl, A I 7' 1 8 1 9 10 11 'SI ?-7-7, /72'' 07,e&" ` ,°°4 •-•,.,67e,i/ .1.:----- DATE 12-7 -SI THESE PLANS PREPARED AT ei-1 po EN [r NE ERFNG DEPARTMENT DRAWING NO. CONTRACT NO 4k - 1 -53Co•61 /Al " T"'''',"'"^"'"'",r"'""Tr • "'"'"'""7""r"'"1",","'"" 4tr 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.: 33:0 5901881 Suite Number: p Floor: Site Address: 14 24 b I NTE. U €.1;1\i RV E S. Tenant Name: PIA g.‘14 Am CENTEe_ Property Owner's Name: DA E SCA -RAT ET'. Mailing Address: 2502 21up R'i E - si E New Tenant? ❑ - Yes to- No Group 52.o , SEA Vt. G v414 91181 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 11.P► -4 1 AW'1 Oc ) Company Name: VJ fir -% 1 N C4`r mj A{,1' 12ri\ Mailing Address: 20 30 Ave. Potts \JUAN+ $, SEATTLE City E-mail Address: hi 4L.) tDY W 4S1. r rtyfianalevi rr corA Total number of new/relocated devices or sprinkler heads: 2. Day Telephone: 2b(o - 322 - 32 Z Fax Number: WA -Ater 98I34 State Zip fob- 322-1-Zt' Valuation of Project (contractor's bid price): $ USD . 62 Scope of Work (please provide detailed information): I r(1 S\ 41,1101 fit DY-) (3-6' (Irv_ ACICA\110-0Cd re e 4 S w0 -e >-, C r \\VAC- 1x - v TC Stk.: 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 OVyi1VER OR AUTHORIZED AGENT: Signature: Print Name: 1 Gc(V\ L Q Iqj tjjl1 Plan Permit App.doc 1/2/13 Date: 12/ 2 R / 261 N Day Telephone: 2049- 322 -1214 TFD FP Form 8 ACCEPTED Without Comments SCOPE PF . . edd nect i-iew roof top HVAC smoke detector toexisting; addressable fire alarm plans have been l evleweu E - system nn, ep,nc..: ,�:��,e_ ° `key—swr itch with LED to 2nd floor Vis, Acc hall. wpm4.u; a+ i°'Aiarm: al continue to provide central 4�. 3i . '` ,, ni�i�naintainence, and annual inspec tTli�vd the will require a vised drawings for subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Fire Prevention Bureau. Date: 1(12 �S By: .-N‘51 MODEL 5860 I I$ REMOTE ANNUNCIATOR SBUS 120 VAC (DEDICATED CKT.) TO WASHINGTON ALARM CENTRAL STATION f<% SW7 inoliKnight IMEL MOS 1,► 'r;iifCi (E Da, . ),T 1ENT wase call 206-575-4407 and ive this Fire Permit No. akci and exact as for shut- Down or restoration approval. (TYP. ADDRESSABLE CKT.) New rooftop units DI DIAL R L 24 POWER FROM FACP NAC -1 NAC -2 NAC -3 NAC -4 O BATTERY BATTERY CT DUCE RESET Key resets w/ LED EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT FILE EIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE DUCT MM DUCT RESET HVAC DUCT DETECTOR -INSTALLED 3Y OTHERS ADDRESSA3LE MODULE -SILENT KNIGHT SD500-MIM REMOTE RESET SWITCH W/ KEY -SYSTEM SENSOR RTS -151 PAID 1,,N!, ` I 14240 INTERURBAN AVE S 15-F-003 T'UKWILA FIRE WAS HI NGTONALARM (i) ao w CC W Z O ~ca >O z Q� w CD oz < H m >- 0 ?� I-1 �m z Q O N WASHINGTON ALARM INC. 2030 Airport Way S. Seattle, WA. 98134 Job # 12362 Drawn by: Ian Stewart Ph: 206-328-3288 Far:206-322-7214 REI ISIONS ma' M WIPDO. 12/29/2014 PERMIT SET FIRE ALARM FA —1 CONFIDENTIAL A WAS N1NGTON Fairway Center Bldg B FIRE ALARM SYSTEMS BATTERY CALCULATION CHART B C DE F Form: 1/22/01 G ASR DEVICE/ MODULE MODEL NUMBER QUANTITY OF DEVICE/ MODULE STANDBY CURRENT (AMPS) TOTAL STANDBY CURRENT (CxD) ALARM CURRENT (AMPS) TOTAL ALARM CURRENT (CxF) CONTROL PANEL AND MODULES SD500-APS 4 0.00055 0.0022 0.026 0.104 Silent Knight Fire Control Panel SK5808 1 0.17 0.17 0.325 0.325 Silent Knight Addressable Module SD500-MIM 2 0.00055 0.0011 0.046 0.092 Silent Knight Addressable Modules SD500-MIM 9 0.00055 0.00495 0.00055 0.00495 0 0 0 0 Batteries 12v 8 Ah SLA1075 2 0 0 0 0 0 0 0 INITIATING DEVICES Smoke Detector SD500-APS 4 0.00055 0.0022 0.026 0.104 Manual Pull SD505-PS 13 0.00055 0.00715 0.00055 0.00715 System Sensor Horn/Strobes P2R 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 NOTIFICATION APPLIANCES Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.185 24 4.450 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.699 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.450 0.2240253 4.674 1 1.3 6.076 8AH (H) 0 0 0 System Sensor strobes SR 5 0.094 0.47 System Sensor Horn/Strobes P2R 7 0.212 1.484 0 0.212 0 0 0 0 0 0 0 0 0 Sum Column For Standby Load (Amps) Multiply By Required Standby Time (24 or 60 Hours) Total Standby AH 0.185 24 4.450 (G) Sum Column For Alarm Load (Amps) Multiply By Required Alarm Time (5 min = .083) Total Alarm AH 2.699 0.083 0.224 TOTAL TOTAL REQUIRED SAFETY TOTAL TOTAL STANDBY ALARM AH AH (G+H) FACTOR SYSTEM SYSTEM AH (G) (H) (Multiply) AMPERE- AMPERE - HOURS HOURS REQUIRED PROVIDED 4.450 0.2240253 4.674 1 1.3 6.076 8AH (H) SCOPE OF WORK: Connect 2 new roof top HVAC smoke detectors to existing addressable fire alarm system. Add reset key -switch with LED to 2nd floor hall. Washington Alarm will continue to provide central station monitoring, maintainence, and annual inspections. SBUS 120 VAC . (DEDICATED CKT.) TO WASHINGTON ALARM CENTRAL STATION 1 L :dir MXMODEL MX 8 =R 24V POWER FROM FACP NAC -1 NAC -2 NAC -3 WIC -4 MTTGn MTTMT (TYP. ADDRESSABLE CKT.) 41> New rooftop units MM FL DUCT DICT RESET REIT Key resets w/ LED EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT EXISTING NOTIFICATION CIRCUIT FIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE MM DUCT RESET HVAC DUCT DETECTOR -INSTALLED BY OTHERS Paik ADDRESSABLE MODULE -SILENT KNIGHT SD500-MIM REMOTE RESET SWITCH W/ KEY -SYSTEM SENSOR RTS -151 PAID JUi. 30 014 14240 INTERURBAN AVE S TUKWILA FIRS 14-F-175 x23 S/tV VbiA WASH INGTONALARM FAIRWAY CENTER BUILDING B 14240 INTERURBAN AVENUE S. TUKWILA, WASHINGTON 98188 WASHINGTON ALARM INC. 1253 S. Jackson Street Seattle, WA. 98144 Job # 9207 Drawn by: Mark Mcllwain Ph: 206-328-3288 Fax: 206-322-7214 REVISIONS DATE DESCRIPTION 07/29/2014 PERM/T SET FIRE ALARM 1 L FA — 1 bi\C Tx' Without Comments o As Noted in Red O Per The Attached Letter ;'hese plans have been reviewed by The Tukwila Fire -evention Bureau for conformance with current City -;ndards. Acceptance is subject to errors and nis,ions which do not authorize violations of adopted =�3ndards and ordinances. The responsibility for the -.equacy of design rests totally with the designer. 4dditions, deletions r,r 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: - PI" - (K By: ( 1 TUKWILA Fikr DEPARTMENT Please call 205-575407 and give this Fire Per inti No. and exact address for shut- down or restoration approval. 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 termination of the testing SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: 336590-1881 Site Address: 14240 Interurban Ave S Suite Number: 100 Floor: lst Tenant Name: Eaton Fairway Center New Tenant? T Yes ❑ - No Property Owner's Name: Shelby Company, LLC. Mailing Address: 1015 3rd Ave Suite 900 Seattle, WA 98104 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Matt Carlman Day Telephone: 253-951-6005 Company Name: Fire Systems West Mailing Address: 206 Frontage Rd N. Suite C Pacific WA, 98047 City State Zip E-mail Address: MattC@firesystemswest.com Fax Number: 253-735-0113 Contractor's City of Tukwila BUS -0994434 NICET III number: 146053 Business License number: Total number of new/relocated devices or sprinkler heads: 35 Valuation of Project (contractor's bid price): $ 7500 Scope of Work (please provide detailed information): Improvement. Install Fire Alarm Notification Devices for Tenant 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 PE • JURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. (t BUILDING OWNER 1 ' f THORIZED AGENT: APR 2 4 219 Signature: TUKV/ILA FIRE Date: 04/23/2019 Print Name: Matt Carlman Day Telephone: 253-951-6005 Plan Permit App.doc 8/22/14 TFD FP Form 8 Symbol Legend SYMBOL DESCRIPTION MANUFACTURER PART NUMBER i MODEL QUANTITY UL EX 1 INTELLIKNIGHT, FACP, 4 PROGRAMMABLE OUTPUTS SILENT KNIGHT 5808 XL 15808 i 1 864 1 20.4V INTELLIGENT PWR EXPANDER, 6 -AMR 4 -NAC SILENT KNIGHT 5496 15496 1 864 NAC ,, 160.0000mA Ex fl SMOKE, PHOTOELECTRIC, ADDRESSABLE SILENT KNIGHT SK -PHOTO 1PHOTO 1 Listed Total Panel Alarm PULL STATION, DOUBLE ACTION, ADDRESSABLE SILENT KNIGHT SK -PULL -DA PULL -DA 4 15'-0 P EX 19.846V H HORN/STROBE, 2 WIRE, M -C, RED, CEILING GENTEX CORPORATION GCC24-CR 1GCC24CR 5 464, 1971 ):%C HORN/STROBE, 2 WIRE, M -C, RED, CEILING GENTEX CORPORATION GCC24-CR (GCC24CR 7 464, 1971 O\ STROBE, M -C, RED, CEILING GENTEX CORPORATION GCS24CR 1GCS24CR 14 464, 1971 ):.:C HORN/STROBE, 2 WIRE, M -C, RED, CEILING GENTEX CORPORATION GCC24-CR GCC24CR 1 464, 1971 0.0000mA HORN/STROBE, 2 WIRE, M -C, RED, WALL GENTEX CORPORATION GEC3-24WR GEC3-24WR 1 464, 1971 ;0;4 0.0000mA HORN/STROBE, 2 WIRE, M -C, RED, WALL GENTEX CORPORATION GEC3-24WR 1GEC3-24WR 7 464, 1971 '0' 4 Mr ri EOL 4.7K SILENT KNIGHT EOL -4.7 j EOL -4.7 4 i 0 Battery Calculations for Panel: P1 Part No:5496 - INTELLIGENT PWR EXPANDER, 6 -AMP, 4 -NAC Job number: 817-0590 Job name: EATON FAIRWAY CENTER Address 1:14240 INTERURBAN AVE S Address 2: TUKWILA, WA98168 Phone: 253-833-1248 Fax: Designing engineer: MATT CARLMAN Authority having jurisdiction: CITY OF TUKWILA Part No. Qty. Description Standby Total Standby Alarm Total Alarm Voltage Drop 5496 Panel Equipment 0 0 20.4V 20.4V 5496 MB 1 INTELLIGENT POWER MODULE MAIN BOARD 40.0000mA 40.0000mA 160.0000mA 160.0000mA MANUAL PULL STATION GCC24-CR .ie Total Panel Stby 40.0000mA Total Panel Alarm 160.0000mA 3 GEC3-24WR Peripheral Devices 15'-0 182.0000mA 19.846V i GCC24-CR 5 HORN/STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 222.0000mA 1110.0000mA GCC24-CR 7 HORN/STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 142.0000mA 994.0000mA GCS24CR 14 STROBE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 120.0000mA 1680.0000mA GCC24-CR 1 HORN/STROBE, 2 WIRE, M -C, RED, CEILING (Notification) 0.0000mA 0.0000mA 242.0000mA 242.0000mA GEC3-24WR 1 HORN/STROBE, 2 WIRE, M -C, RED, WALL (Notification) 0.0000mA 0.0000mA 85.0000mA 85.0000mA GEC3-24WR 7 HORN/STROBE, 2 WIRE, M -C, RED, WALL (Notification) 0.0000mA 0.0000mA 182.0000mA 1274.0000mA 10 j i 0 Total Peripheral Stby 0.0000mA Total Periph Alarm 5385.0000mA 11 GCC24-CR 1 I 142.0000mA FIRE ALARMTROUBLE(OPEN, SHORTS, OR GROUNDS) OH INITIATION OR SIGNALING CIRCUITS (0.0279V) 12 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 30CD Total Standby Amps 40.0000mA Total Alarm Amps 5545.0000mA Standby time: 24 Hrs 0.96Ah Alarm time: 5 Min 0.462Ah Battery requirement: 1.422Ah Compensation Factors - Standby: 1.2 Alarm: 1.2 Requirement with compensation: 1.706Ah 30CD :Oi 15CD 15CD • 8 FIRE ALARM SYSTEM OPERATIONAL MATRIX Circuit Calculations Panel: P1 Card: 02 Circuit:SIG1 ALARM TROUBLE SUPERVISORY MISCELLANEOUS i CAUSE v , a �, ' a J0' �' 144 '" '� �'` � Q ' t, � � � �' - REMARKS SMOKEIHEATDETECTORS Voltage A Voltage Drop 5496 Panel 0 0 20.4V 20.4V 1 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD I 142.0000mA 20.2818V (0.1182V) MANUAL PULL STATION GCC24-CR .ie 0 0 19.9972V 4e, 0 I 3 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 15'-0 182.0000mA 19.846V i 4 1 HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD SYSTEM RESET 222.0000mA 19.6042V (0.2419V) 5 GCC24-CR I 33'-0 242.0000mA 19.3535V (0.2506V) 6 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 39'-0 (2 i 19.1153V SIGNAL SILENCE 7 GCS24CR STROBE, M -C, RED, CEILING, 15CD 24'-0 120.0000mA 1 i ( 1 8 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 24'-0 142.0000mA 18.8933V e 1 fl 9 GEC3-24WR AC POWER FAILURE 24'-0 182.0000mA 18.8121V (0.0812V) 10 j i 0 0 142.0000mA 18.7623V (0.0498V) 11 GCC24-CR 1 I 142.0000mA FIRE ALARMTROUBLE(OPEN, SHORTS, OR GROUNDS) OH INITIATION OR SIGNALING CIRCUITS (0.0279V) 12 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 30CD 9'-0 I 18.7297V (0.0047V) 273-0 j Total Current: 1925.0000mA (Total VDrop Percent:8.19%) Total Voltage Drop : 1.6703V TAMPER SWITCHES 1 I 0 0 01 I `WATERFLOW SWITCH :L 0 0 ¢1 O 1 I i I 1 Circuit Calculations Panel: P1 Card: 02 Circuit:SIG1 Circuit Name: SIG1 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Voltage Drop 5496 Panel Panel 20.4V 20.4V 1 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 10'-0 142.0000mA 20.2818V (0.1182V) 2 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 26'-0 142.0000mA 19.9972V (0.2846V) 3 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 15'-0 182.0000mA 19.846V (0.1511V) 4 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD 27'-0 222.0000mA 19.6042V (0.2419V) 5 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 95CD 33'-0 242.0000mA 19.3535V (0.2506V) 6 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 39'-0 182.0000mA 19.1153V (0.2383V) 7 GCS24CR STROBE, M -C, RED, CEILING, 15CD 24'-0 120.0000mA 18.9955V (0.1198V) 8 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 24'-0 142.0000mA 18.8933V (0.1021V) 9 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 24'-0 182.0000mA 18.8121V (0.0812V) 10 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 22'-0 142.0000mA 18.7623V (0.0498V) 11 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 20'-0 142.0000mA 18.7344V (0.0279V) 12 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 30CD 9'-0 85.0000mA 18.7297V (0.0047V) 273-0 1925.0000mA Total Current: 1925.0000mA (Total VDrop Percent:8.19%) Total Voltage Drop : 1.6703V Circuit Calculations Panel: P1 Card: 02 Circuit:SIG2 Circuit Name: SIG2 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 14/2 SOL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop Voltage Drop 5496 Panel Panel 20.4V 20.4V 1 GCS24CR STROBE, M -C, RED, CEILING, I5CD 31'-0 120.0000mA 20.2158V (0.1842V) 2 GCS24CR STROBE, M -C, RED, CEILING, 15CD 15'-0 120.0000mA 20.1377V (0.0781V) 3 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 12'-0 182.0000mA 20.084V (0.0536V) 4 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 40'-0 182.0000mA 19.9499V (0.1341V) 5 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 109'-0 182.0000mA 19.7063V (0.2436V) 6 GEC3-24WR HORN/STROBE, 2 WIRE, M -C, RED, WALL, 110CD 89'-0 182.0000mA 19.6068V (0.0995V) (0.0492V) 7 GCC24-CR 296'-0 968.0000mA 142.0000mA 19.1807V Total Current: 968.0000mA (Total VDrop Percent:3.89%) Total Voltage Drop : 0.7932V 75CD 75CD 15CD 15CD \ / \ / 15CD 15CD \ / \ / 15CD 15CD \ / \ / Circuit Calculations Panel: P1 Card: 02 Circuit:SIG3 Circuit Name: SIG3 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: Cable: 14/2 SQL JKT FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating vo 3.0000A tage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop 5496 5496 Panel 20.4V 20.4V 1 1 GCS24CR STROBE, M -C, RED, CEILING, 15CD 83'-0 120.0000mA 19.7232V (0.6768V) 2 GCS24CR STROBE, M -C, RED, CEILING, 15CD 8'-0 120.0000mA 19.6639V (0.0593V) 3 GCS24CR STROBE, M -C, RED, CEILING, I5CD 13'-0 120.0000mA 19.577V (0.0868V) 4 GCS24CR STROBE, M -C, RED, CEILING, 15CD 24'-0 120.0000mA 19.4344V (0.1426V) 5 GCS24CR STROBE, M -C, RED, CEILING, 15CD 27-0 120.0000mA 19.3199V (0.1145V) 6 GCC24-CR HORNISTR©BE, 2 WIRE, M -C, RED, CEILING, 15CD 11'-0 142.0000mA 19.2707V (0.0492V) 7 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 15CD 25'-0 142.0000mA 19.1807V (0.09V) 8 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD 3T-0 222.0000mA 19.0799V (0.1009V) 9 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD 50'-0 222.0000mA 19.0117V (0.0682V) 273'-0 1328.0000mA Total Current: 1328.0000mA (Total VDrop Percent:6.81 %) Total Voltage Drop : 1.3883V Circuit Calculations Panel: P1 Card: 02 Circuit:SIG4 Circuit Name: SIG4 Circuit Type: Notification Terminal Voltage: 20.4V:DC Amperage: 3.0000A Cable: 142 SOL MCI' FPLR 1M RL RED #14 Calculations based on Running Total Length. Design Criteria: Ambient temperature: 167°F Max. operating voltage drop: 10% Device Part No Appliance Desc Distance Current Voltage Voltage Drop FAX: 5496 Panel WAST LICENSE: FIRESWI055LW 20.4V 1 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD 83'-O 222.0000mA 19.8068V (0.5932V) 2 GCS24CR STROBE, M -C, RED, CEILING,'15CD 51'-O 120.0000mA 19.5118V (0.295V) 3 GCS24CR STROBE, M -C, RED, CEILING, 15CD 16'-0 120.0000mA 19.4311V (0.0808V) 4 GCS24CR STROBE, M -C, RED, CEILING,I5CD 11'-0 120.0000mA 19.3837V (0.0474V) 5 GCS24CR STROBE, M -C, RED, CEILING,I5CD 32'-0 120.0000mA 19.2693V (0.1144V) 6 GCS24CR STROBE, M -C, RED, CEILING, I5CD 12'-0 120.0000mA 19.2353V (0.034V) 7 GCS24CR STROBE, M -C, RED, CEILING,I5CD 36'-0 120.0000mA 19.1597V (0.0756V) 8 GCC24-CR HORN/STROBE, 2 WIRE, M -C, RED, CEILING, 75CD 30'-0 222.0000mA 19.1188V (0,0409V) 271'-0 1164.0000mA Total Current: 1164.0000mA (Total VDrop Percent:6.28%) Total Voltage Drop : 1.2812V 1412 75CD 75CD 15CD 15CD co 110CD 15CD lair 8 15CD \ / so 110CD 15CD 15CD \ / \ / 110CD 110CD :0:( 8 95CD 15CD 15CD \ / \ / / \ fhb y 14/2 15CD \ / 110CD 110CD 75CD \ ,0, (-0/ Q 0 75CD co - 8 0 14/2 75CD \ / oev 110CD C?* 4 15CD WIRING DIAGRAM ti 4- 14/2 15CD SK 496 120V 20 AMP o Without Comments W As Noted in Red o Per The Attached Letter ese plans have been reviewed by The Tukwila Fire 'ention Bureau for conformance with current City ;dards. Acceprancc15 subject to errors and !-ssiOns which Cc =-torizi^ violations of adopted ,dards and orotr '}C 11-1(.=' responsibility for the -aquacy of did; ;1'; the designer. , r drawings after .lis date will require a esubmittai of n tcYe-quent approval. Final acceptance _ j... r ; . ± .est and inspection by The Tukvvila Fire Prevent ' ' Bureau. Date:.- 3 -1 9 By: S( Area 0 IOTICE A complete: • ,ed, Tukwila Fire Deparr:me°�,. ire -test Certificate mils -L. o' sented to the `r .- ^cr prior to comrne c �,a. of Acceptance T es inr Fire Alarm and I ._- -. - Systems. Failure 01: test will result in a Re-inso,2ction Fee and termin7.tion of the testir ed i JKLVI'E1 2Ied i -F-09 7 Ind e; pct aCdrcss for shut- down or restoration approval. GENERAL NOTES f SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9.FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. 10. FIRE SYSTEMS WEST WILL BE REUSING AN EXISTING FIRE ALA POWER SUPPLY. 11. THERE IS AN EXISTING SMOKE DETECTOR LOCATED ABOVE THE EXISTING POWER SUPPLY. 12. FIRE SYSTEMS WEST WILL BE RELOCATING FRON PULL STATION TO NEW WALL AS REQUIRED. FIRE ALARM SYSTEM INFORMATION INSTALLERISUPPLIER SITE CONTACT: EATON FAIRWAY CENTER DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 14240 INTERURBAN AVE S 206 FRONTAGE ROAD NORTH, STE TUKWILA,'WA 98168 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253)833-1248 FAX: FAX: (253) 735-0113 WAST LICENSE: FIRESWI140B1 WAST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735-0113 X NICET LEVEL II 146053 WORK AREA Drawing reviewed by: Rodrigo G. Quinteros NICET Certification No. 125166 Fire Alarm Systems - Level III Certification Expires: October 1, 2019 A 1412 FPLP B 1612 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHER PROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLC. HT. 15 cd =20'x20' 30 cd = 20420' 75 cd = 20'x20' 30 cd = 30x30' 75 cd = 30'x30' 95 cd = 30'x30' 75 cd .40440' 95 cd =40'x40' 110 cd = 40'x40' 95 cd =50150' 110 cd = 50450' 115 cd = 50450' Riverside casino' ' 7 -Eleven Aflac Seattle Region&lOffice :KellyTransportation y `seth v.: TUKWILA WA 14240 Interurban Avenue South India Pentecostal Church Of Seattle Premier Autobx Specialists; VICINITY MAP SCALE: N.T.S. 14240 INTERURBAN AVE S #100 19-F-087 Calibur Mortgage PAI Purcell APR 24 2019 �cj c_ FU IPA I I n r 63.0 vIta 0 4111 rikN 206 FRONTAGE ROAD CO CO00 z c V Eo_ Fax: (253) 735-0113 WA ECL# FIRE; T m W a a Q 5 DEVICE COUNT v ISSUED FOR REVIEW al 4J) uu.. J W O EATON FAIRWAY CENTER FIRE ALARM PLAN P• 00 cS w 0 O V SYSTEM SENSOR CEILING HORN STROBE O W1 - SYSTEM SENSOR LL HORN STROBlf tY. O O W 1- SYSTEM SENSOR W ec 1- u, 0 O W 1- 3 cin SYSTEM SENSOR WALL STROBE W a) 1- J 5. ▪ J V COV `z o 83 w CI - CO w Z "' V d >- z cr, <m o 03 tai55n ,ctc • oh F C Iw:lc 0) COCt II O W PRODUCT DEMOSTRATION TRAINING ROOM SIGN 75CD SIG1.5 95CD OFFICE VISITOR SIG1.10 15CD OFFICE SIG1.2 SIG1.3 SIG1.6 110CD SIG1.9 110CD SIG •1 15CD MEN'S 110CD AIMPAIW EOL 4.7Ki2 B-- :o: SIGN 110CD SIG2.3 110CD SIG2.4 110CD SIGN J,/07 frxdor iifor AiiArz Afr/ d, #' #',. EATON! FAIRWAY CENTER KIM p z��� 8' 12' SCALE: 118'=1'-0" 20' SUITE 100 1ST FLOOR FIRE ALARM PLAN // EX ENE!ALL !;OYES 1 SCOPE � TJ� 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISK!! 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9.FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. 10. FIRE SYSTEMS WEST WILL BE REUSING AN EXISTING FIRE ALARM POWER SUPPLY. 11. THERE IS AN EXISTING SMOKE DETECTOR LOCATED ABOVE THE EXISTING POWER SUPPLY. 12. FIRE SYSTEMS WEST WILL BE RELOCATING FRON PULL STATION TO NEW WALL AS REQUIRED. FIRE ALARM SYSTEM INFORMATION INSTALLERISUPPLIER SITE CONTACT: EATON FAIRWAY CENTER DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 14240 INTERURBAN AVE S 206 FRONTAGE ROAD NORTH, STE f TUKWILA, WA 98168 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: FAX: (253) 735-0113 WA ST LICENSE: FIRESWI140B1 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833-1248 FAX: (253) 735.0113 NICET LEVEL 11 146053 WORK AREA A 1412 FPLP B 16/2 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHER PROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15 cd = 20x20' 30 cd . 20x20' 75 cd = 20x20' 30 cd = 30x30' 75 cd = 30x30' 95 cd = 30130' 75 cd = 40x40' 95 cd = 40140' 110 cd = 40140' 95cd=50150' 110 td =50150' 115cd=50150' •'47rrsl� p liver Aflac Seattle ,'. Rtgior»i_Office RCG': Kelly Transportation TUKWILA WA S142adST 14240 Interurban Avenue South India Pentecostal Church Of Seattle ;`A'Yd SI G6 -s 143rd P/. e Air9flow Systems Premier Autobt Specialists S 144th St S 144th St VICINITY MAP SCALE: N.T.S. S i44thSt S144th St _- Calibur Mortgage s Purcell • o 0 z 0 z Q U a Fax: (253) 735-0113 WA ECL# FIRES 0 co 0 w 1-" t4 0.65 W ISSUED_FOR_REVIEW 0 z NEW DEVICE COUNT 0 0 0 0 0 0 w x u. UI F w w 0 U.1 z w F w w_ J w 0 0 0 MS•7 SERIES 1 a NLL 0 a SYSTEM SENSOR SYSTEM SENSOR CEIUNG HORN STROBE OUTDOOR WALL HORN STROBE SYSTEM SENSOR SYSTEM SENSOR GAMEWELL FCI GAMEWELL FCI GAMEWELL FCI w 0 cc z zce O J ct WALL STROBE PULL STATION SMOKE SENSORS HEAT SENSORS N Z 0 0) N a EATON FAIRWAY CENTER FIRE ALARM PLAN CONTRACT WITH: ce w I— (l) Lu <L C(0 MCC CS) L < LL F_ g 0 cp ZH N V W-I— ON-SITE CONTACT: IAN JOHNSON 206.361.2989 0! 4C► CO v" O 11 O LL 1- W ict Li Cl C.) [A W W fA r -- co 00 N (D w 1— rn 0 0 c0 0 0 0. m a) T U. -65 w w J li SIG4.8 EOL 4.7K S2 75CD CONFERENCE \ / SIG4e7 /0\ 15CD MANAGER TO POWER SUPPLY STORAGE SIG3.1 15CD G/a9.adm/A/.01'.D///.b///d//� wor.sr///r.,8.9/.da9/.rogrMrg.r n Aar CONFERENCE SIGN 16CD • \a SIG3.4 \ 15CD WOMEN'S / \SIG3.3 15CD AZ/.. BREAK O\ SIG3.5 15CD SIG3.6 15CD OFFICE SIG3.7 15CD \ / SIG4.6 /•\ 16CD SIG4.1 75CD OFFICE \ /SIG4.5 / \ 15CD • A.A3/dar/2S rj 150 45 MANAGER EZE MANAGER \ / SIG4.4 / \ 15CD • \ / SIG4.3 •\ 15CD 'ar®®ar/,xvres--:riarR>rOra/rr42,07caa/rss�sl�,. PRINT/MAIL \ / EATON FAIRWAY CENTER 0 2' 4' ` 6' 8' SCALE: 118"=1'-0" 2' 20' mcSIGNSIG 75CD • SIG4.2 15CD EOL 4.7K CI SUITE 100 2ND FLOOR FIRE ALARM PLAN SIG3.9 75CD J 6 r74 GENERAL NOTES 1 SCOPE OF WORK 1. SYSTEM WIRING NOTED ON THE DRAWINGS IS PER MANUFACTURE AND CODE REQUIREMENTS. ANY ALTERATION TO SYSTEM WIRING, WITHOUT APPROVAL, IS AT ELECTRICAL CONTRACTOR'S OWN RISKII 2. SYSTEM WIRING SHOWN ON DRAWINGS IS DIAGRAMMATIC AND ONLY USED FOR REFERENCE PURPOSES. ACTUAL WIRE AND DEVICE INSULATION MAY VARY DUE TO OBSTRUCTIONS. 3. WIRE SHOWN IN THIS DRAWING SET IS PERMITTED IN RACEWAYS LEADING TO FIRE PROTECTION EQUIPMENT. OTHER WIRE SHALL NOT BE PERMITTED IN THE SAME RACEWAY. 4. FIRE ALARM SYSTEM INSTALLATION SHALL CONFORM WITH THE LATEST U.L., N.E.C., N.F.P.A., W.A.C., AND OTHER STANDARDS AS APPLICABLE TO THE CITY STANDARDS. 5. WHEN NECESSARY, DUE TO CHANGING DESIGN REQUIREMENTS, FACTORY AVAILABILITY, ETC. FIRE SYSTEMS WEST RESERVES THE RIGHT TO SUBSTITUTE EQUIPMENT HEREIN MENTIONED OR SPECIFIED, WITH EQUIPMENT OF EQUAL OR BETTER QUALITY, FUNCTION AND DESIGN. 6. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ALL NOTIFICATION APPLIANCE CIRCUITS SHALL NOT BE PERMITTED. 7. PARALLEL BRANCHING (T -TAPPING) OF WIRE TO ANALOG INITIATING DEVICE CIRCUITS IS PERMISSIBLE. 8. THIS SPACE IS EQUIPPED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM. 9.FIRE SYSTEMS WEST WILL BE INSTALLING NEW FIRE ALARM NOTIFICATION DEVICES FOR TENANT IMPROVEMENT. 10. FIRE SYSTEMS WEST WILL BE REUSING AN EXISTING FIRE ALARM POWER SUPPLY. 11. THERE IS AN EXISTING SMOKE DETECTOR LOCATED ABOVE THE EXISTING POWER SUPPLY. 12. FIRE SYSTEMS WEST WILL BE RELOCATING FRON PULL STATION TO NEW WALL AS REQUIRED. FIRE ALARM SYSTEM INFORMATION INSTALLERISUPPIJER SITE CONTACT: EATON FAIRWAY CENTER DESIGNISUPPLIER: FIRE SYSTEMS WEST, INC. 14240 INTERURBAN AVE S -TU 206 FRONTAGE ROAD NORTH, STE 1 ILA, WA 98168 PACIFIC, WASHINGTON 98047 PHONE: PHONE: (253) 833-1248 FAX: FAX: (253) 735-0113 WA ST LICENSE: FIRESWI14081 WA ST LICENSE: FIRESWI055LW DESIGNER MATT CARLMAN FIRE SYSTEMS WEST, INC 206 FRONTAGE ROAD NORTH, STE C PACIFIC, WASHINGTON 98047 PHONE: (253) 833.1248 FAX: (253) 735-0113 NICET LEVEL 11146053 WORK AREA A 1412 FPLP B 16/2 FPLP EX EXISTING LOCATION (SWAP FOR NEW DEVICE) WP WEATHER PROOF N NEW DEVICE R RELOCATE • STROBE COVERAGE AREA SHALL BE DEFINED AS 10 FT. CLG. HT. 20 FT. CLG. HT. 30 FT. CLG. HT. 15cd=20540' 30cd=20520' 75cd-20620' 30 cd = 30'30' 75 cd = 30130' 95 cd = 30'x30' 75 cd = 40140 95 cd .40140' 110 cd =40X40 95cd=50150' 110 cd =50150' 115cd=50150 ttiversioe casino Aflac Seattle`. Fteglona' Office S 142nd S y Transportation seih TUKWIL:A W. 14240 Interurb Avenue South India Pentecostal Church Of Seattle Mrd 5t O,p SNa3rd n+ Airflow Systems Premier Atittobi Specialists VICINITY MAP SCALE: N.T.S. _s,144th $t Purcell y 0 z 1- z 0 W 3O vta w ISSUED_FOR_REVIE 3 03 -J W 0 2 Iu 1 a SYSTEM SENSOR CEILING HORN STROBE a 206 FRONTAGE RO 2 0) z 0 Q v a 0 F ILI a 0) 0 0 03 � W W On = 0 re MS -7 SERIES c3 uL J PULL STATION 0 W a 0 LL J J SMOKE SENSORS 0 W L7. 0 Q 1 J J 0 HEAT SENSORS 09 WA ECL# FIRESWI 055LW W LL 0 0 co 0 z a EATON FAIRWAY CENTER FIRE ALARM PLAN W r 4.3 Ce N- W co CO § J'S 146 L-9 8o1,3 ON-SITE CONTACT: IAN JOHNSON 206.361-2989 0 LL c.) W ce I- W W ut ai (D W 1= rn 0 st0 'O 0 o . O' 0 'u. T To - u_ 0 J_ 1 HANGER 1W U -HOOK \JHOOK HANGER 2W COACH SCREW 'COACH SCREW ROD ;ROD COUPLING 1 ALL THREAD ROD PIPE RING HANGER 4C CONCRETE ANCHOR ice;. CONCRETE ANCHOR ALL THREAD ROD PIPE RING HANGER 5W, 5C, 5S SIDE BEAM BRACKET SIDE BEAM BRACKET (CLIP) FASTENER NUT AND WASHER ALL THREAD ROD f PIPE RING HANGER 6W SHORT STRAP I-1 1.1 VFASTENER SHORT STRAP HANGER 8S NUT AND WASHER I =1HEX NUT AND WASHElf ALL THREAD ROD I PIPE RING HANGER 10S \ TOP BEAM CLAMP i (INVERTED POSITION) ] RETAINER STRAP 1 TOP BEAM CLAMP (INVERTED POSITION) ALL THREAD ROD PIPE RING • E HANGER 11W, 11S CEILING FLANGE ® CEILING FLANGE FASTENERS '? ALL THREAD ROD PIPE RING HANGER 12S TRAPEZE NUT ALL THREAD ROD PIPE RING HANGER 14W, 14C, 14S EYE ROD EYE ROD ROD COUPLING ALL THREAD ROD PIPE RING SWAY BRACE SB -2 }"x 4" BOLT NUT & 2x2x4 SQUARE WASHER TOPCO #225 QUICK END (2) SCHED.40 PIPE I}" X 9'-0" UON SCHED.40 PIPE 1+" X 7'-0" UON FIG.1000 TOLCO FAST CLAMP TOPCO #240 QUICK FOUR SWAY BRACE SB -1 }"x 4" BOLT NUT & 2x2x} SQUARE WASHER SCHED.40 PIPE 1}" X 9'-0" UON TOPCO #225 QUICK END FIG.1000 TOLCO FAST CLAMP -11 pit + t, Ji it/v Ofj TYPI CAL SPRK DROP NTS WAY • 30' 0" pi 2i 0 Z _4_1- 27.- y.- 0 4_1-0 iw — 0 Li 2L L --�-*-----moi--- --a e -- i 0 0 tl —1 —�— - L --- Z - _ -- -- I 1 �L 0 JILL L • —fit— 1 —I- — �_►—--- -`� ! i 1 I •1 1 I1 1 4 CI i 0 --r F Vii' -e L_ 4 _ - _ --__- -_ ---,I.__ I 4p t5;0 F -- Z 11. MMMNI 1►a L� _ { 1 i i I '1, 1 .__r z) - - _.... - I• ( 3 i -t Zt ; Z -- —►�1-- -- - 1 .•1 IG i \11 /05 /03 ti• 1 4b V � V _i— - --- 1Ty-- - -.- -� - — - rt) ; It 1 -.....---( 212 teA EA OF NEW CEI LI A1C VIEW FIRESPR1t\KLE�_ scALt. v..1:0" ( (4 4 (Y) Site Plan MSI LOCATION BUILDING "B" NTS } — • \ \l , 12 \ \ ixi 5 , 5/f . 0 i y- .4, \\ sr \ \ i fix/ /9 1y�,Pt�.,�! so J 5CM ___ )04.)....,,_,.. ,iI ��?tt„i_i_y_cM ----)(---1,--,, , _ , 1 k€ , 1 Vicinity Map _Project Gontact _ --- =..OWNEWAGENT: ARCHITECT: R.J Ifeilissey Co Ferran DeS'^^ (rrs'r' P 4 12835 Bei -Red Rd , Suite 140 12277 -1: Bellevue, WA• 98005 Redmond (206)455-9292 (206)821 Contact. Mr Dan Matthews Contact TENANT: CONTRA Measurement Systems, Int. TBD 14240 Interurban Avenue South Seattle, WA 98168 (206)433-0199 Contact:' Mr John Brozovich TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. l„, --7,4/s-& and exact address for shut- down or restoration ro r ..„„,0 Project Data .7P14.,k/>1's 94 -of -o58) WA98N0A'GTEPTED 383 WITHOUT COMMENTS. . Fra i+ h ffe o IN RED 0 PER THE ATTACHED LETTER Paii. drawings affixed hereto have been reviewed and acc^ )ted by the City of Tukwila Fire D `ions, deletions or revisions t . Ings after this date will J)1 Tie and will require a reg. . _:ised drawings. Final , c,e t - • - to field- inspec ii ,y a (E..,,,,e,itab tie of this dep. e . era DATE 2 /I BY CITY OF TUKWILA 575.4407 SITE ZONING CONSTRUCTION TYPE OCCUPANCY LEGAL DESCRIPTION TAX LOT NO ADDRESS BLDG_ S ECT O M SROWI G CM5TR ' T 1»I 3CL LI I'f . t M1 VN SPRINKLERED GROUP B DIV F •1 LOTS 1-7 OF BLOCK 18 HILMANS SEATTLE GARDEN TRACTS 336590-1811-06/00280-0001-00 14240 INTERURBAN AVE S TUKWILA. WA 98168 FILE pg =711r LE JUN 2 7 1996 3.70 IMPORTANT In localities subject to freezing conditions. It Is the owner's responsibility to provide heat throughout wet pipe sprinkler systems areas and In enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkler systems This drawing and the Informatlon and design application herein contained Is the property of Grinnell Fire Protection Systems Company. Inc and/or Its subsidiaries and Is loaned upon express conditions that the some be returned to GFPS upon request, all Information herein contained shall be treated as secret. and confidential, no reproduction of this drawing or any part thereof shall be mode without written consent of GFPS Created by the Grinnell Design System O. "Ali rights reserved". Copyright by Grinnell Corporation 1990. CONTRACT RESPONSIBILITIES SPRINKLERS ITEM G.F.P.S. OTHERS TYPE ORIFICE TEMP. FINISH CANOPY SYMBOL QTY. STREET WATER CONNECTION GEK Mo A %z I55 ou C+-1 REcEss 45 UNDERGROUND WATER MAINS SYSTEM TYPE WET DELUGE ❑ DRY ❑ PREACTIONO EXCAVATIONS BACKFILL - WIRING PAINTING NO DATE BY REVISIONS 1- SEE FLAGGED AREA ON PLAN A APPROVALS [/ria OUT IN 14240 INTERURBAN AVE S #100 96-S-156 OUT IN GRINNELL FIRE PROTECTION SYSTEMS COMPANY 1215 CENTRAL AVENUE SOUTH SJITE 128 0, ENT WA 98032 7425 (206) 874-5010 CONTRACT NAME: ,VEAsUREMENTSYs. IkITERHAT1ONAL )42.40 1KITERURBAN AVE. souTH SEATTLE. WA 581G8 SCALE: AS NOTED DRAWN BY: CHECKED BY: SYSTEM DES I GN DATA SYSTEM AREA HA:21\GPRMISQ. FT. SQ. FT /HD DES I GN DATA. DENS I TY AREA OF APPLICATIONt SO. HOSE FT* ALLOWANCES: GPM DATE: co, -275G ralEqNS REPAR5 AT ENG I NEER I NG DEPARTMENT TOTAL SYSTEM GPM AT PS I AT WATER SUPPLY INFORMATION: STATIC PRESSURE PSI RES I DUAL PRESSURE PSI. WITM GPM FLOWING TEST TAKEN AT BY DATE CONTRACT NO: THE COMPLETE LNE 166902 \ • I j— iM al L 4 4 RA QUO FR e4 lJEN Y TEST' 600TH T b Co \+w- 914 0 w0 kkt ti TUK;:7L.4 FIRE DEPARTMENT ARTiV1ENT Cd .1: 575-4407 ritj „''iV L.l�$ job exact ` ).•:(1-ess for (.4Ain • ar rosLaration approval. £Z 6 T fO A \114 WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these dr.?wings after this date will void this accept n;; _r: tiiil require a resubmittal of rayl,: .; ;;..wings. Final acceptance is;ield- inspection by a representative of this department CCEPTED DATE:3 90BY: CITY OF TUKWILA 575.440 Ti•42---- fir.. 19?,0 t� t v 14240 INTERURBAN AVE S #100 90-S-039 KEY PLAN 11ldon7u/ 'Sprinkler c _________ 0 Of f Y 1 11 l C L -MEASUREMENTS YSTE_I_ 5 14140 IN_ TERURLAN AVE" 5. HT1 K WIZ -A- _ WA DRAWN BY .1 N DAVE: 3 / S / 90 tI re:Gg -78077 SIAM N' 1 OF I 1 STANDARD HANGERS (Circle hanger(s) to be used) 1w 3C 4C 5W 5C 5S U HOOK LFASTEMER CEILING KATE IOPTI0NAL1 COACH SCREW R00 PIPE RING FASTENER IPOWOER ST50, LRO0 COWLING •--ALL TMREA0 (1::‘) R00 —PIPE RING •:• 1 .eo• DO • o P 0 0 CONCRETE ANCHOR 104111E01 ROO COUPLING —At I THREAD R00 PIPE RING 1 ASTENER S104 IE AM I8RACAEICII►I7 --ALL THREAD R00 PILE RING FASTENER 6W 1 7W 8S 9s t- S.005 STRAP -_ ALL TMRE AO 400 411E 4140 11E0 NUT FLAT WASHER ALL TMREAO R00 1: -- TOS 11w 11S 4.1 12S 13S TOP SEAM C CIA 4P -AIL THREAD R00 ••- PIPE RING -TOP SEAM C CLAMP --A11 THREAD 6R00 -PIP( RING (e oo) 11 F i CEILING r!LANCE ^fASrE NFR -ALL THREAD ROD rte\ 414E RING 10 11 F " i • 1.- 1 v—. -2017. •-•?5 1'A I`t'Ei t� )�C, II. tr t 1-!r y, -?-I L l% ,1(.1 1:•' t1. ` 0 WOO tOIE •l. All comments and *ept ;ti:r, various conditions FFi P # r,I strued as bearing in TtywaB dx up has been exercised ith respes e)'*r s.. jury or damage to property. It s rei;r>gTrfz result in loss still e' ist. -• , FASTENER. _E —CI OR +a STOP TRAPEZE SAR- CHANNEL PIPE OR ANGLE IRON 14S 14W 14C *11144EAD R00 -- PIPE RING - TOP IEAM CL AM, THREA0E0 U 4001 58-1 ..FASTENER 1�L 11 5....101 ROO 41PE RINC u7.fr• in pcCUpap ow: • i laup �Tr t7ri icl 1 tri• whether d y e iabilify for peisor ,Iethat hazards which :} SB -2 T AST[NEP -- I4ACE FITTING COMPLETE ISAAC( FITTING r_ EMU r - PIPE CLAMP Slr AFAR ACE 1 PIPE 3'I • 5 S" A T R W'NUTS AND WASHERS IMPORTANT 1 $• 4 S t eV,, ••_, I hinkton :•:"DIF,CO2...:,:y .:: .2., (1. ,V' ..,,_____f_ c. :1 s ,, n.L._.,_!: ,....c,,t : In P r V. Pr 2:if::: .—I: :„....:12:ri6:!'-",.: -5". ..:.: ',I ! RI' . 1 !1 7fig's ..°:,till_ IF I SITE • 1•44 4.441 sr In localities subject to freezing conditions, it is the owner's responsi bility to provide. heat throughout wet pipe sprinkler systems areas and in enclosures for dry pipe deluge and other types of valves controlling water supplies to sprinkter systems. This drawing. and the information and design application herein contained is the property of Grinnell Fire Protection Systems Corn• pany. Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned tO GFPS upon request; all information herein contained shall be treated as secret and confidential. no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. CONTRACT RESPONSIBILITIES r. ITEM GFPS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS O DOMESTIC PIPE O SCHEDULE 40 O SCHEDULE 130 O F. M. MATERIAL O GALVANIZED PIPE O GALVANIZED FITTINGS ID GALVANIZED MATERIALS, 4 • FOREMAN NOTE .SINAPAI.:Itr Fim . +r1..EUF.. 111s.Rnimw -FA LAS, €3-—'l sn1lA.rwrN.l-t► .. .,- .,(F? t J,/\ )�°'t i. F 11 . . • • *get tri% -r - .ti E • • Fi ACCEPTED YI WITHOUT COMMENTS. IN RED THE ATTAC,-iED LETTER The dra.„,vings affixed hereto have been reviewed :and accepted by the City of TulovilI Fire A deletions require vi CITY OF TUKWILA 517---- 575-4407 Please call: 575.4407 and give this job . address for shut. tia" PI 4')F rendOntS in 1.1•14. foSo tion A • • .11 "I‘ 'j LI .11 • 142-ziro 111171 FL [EMEONED OCT 23 1989 ANY DESIGN CHANGES'OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. CONTACT: PHONE: SPRINKLERS TYPE ORIF. TEMP FINISH 04141 CANOPY SYMB 6 TOTAL THIS SHEET C) Hydraulic Reference Point •i0 Line Designation C.. of Pipe Below Bottom of Deck Ct. of Pipe Above Ref. Plane Hanger Union Screwed CaP Grooved Cap —<:3 Screwed Plug Elevation Change in Pipe (not thru floor) 0 8 SYMBOLS Flow Sientch (FS) 'Butterfly Valve Alarm Valve (ALVI Water Motor Gong (VvMG) Water Chec k Valve Sw.ng Check Valve Fire Dept. Conn. (Standard) (FDCI Fire Dept. Conn. (Flush) (FDC) Fire Dept. Conn. IS.dewalk) (FOC) Post Ind.cator Valve (PIV) Fire Hydrant (3 Way/ Thrust Block Key Gate Sectional Valve with Roadway Box F.re Hose Assembly (see notes) Inspectors Test Grooved Coupling (GC) Flanged Connection Globe Valve Angle Valve Dry Pipe Valve BOB BOO BOP DO HV NIC NTS OBJ PRV RM SP TOB TOP UON ABBREVIATIONS Bottom of Beam Bottom of Deck Bottom of Pipe Ditto Hose Valve Nipple and Cap ' Not in contract Not to Scale Open Bar Joists Pressure Red Va noof mar,. fold Top of Beam Top of P.re Top of Steel Unless Otherw,se S'rSTEM TYPE WET DELUGE -3 DRY 0 PRE ACTION 0 3 iso IRI APPROVALS OUT IN GRINNainJ PROMION SYSTEMS 14240 INTERURBAN AVE S #100 NO DATE GRINNELL F.P. ENG. RENTON -666 REVISIONS - SEE FLAGGED AREA ON PLAN CONTRACT NAME 511‘` IDG. SYSTEM DESIGN DATA SCALE. DRAWN BY CHECKED BY HAZARD SYSTEM AREA CLASSIFICATION H YD RAU LIC DENSITY DESIGN DATA. AREA OF APPLICATION. TOTAL SYSTEM REOWRE ME NTS. HOSE ALLOWANCES. GPM GPm AT PSI AT THESE PLANS PREPARED AT: ENGINEERING DEPARTMENT WATEFI SUPPLY INFORMATION STATIC PRESSURE RESIDUAL PRESSURE PSI PSI. WITH 89-S-183 TEST 11 BY GPM FLOWING DATE DRAWING NO. CONTRACT NO • 12 1]0073 STANDARD HANGERS f1 2 4 8 10 11 12 r), at (Circle hsnger(sl to be used) Imo) FASTENER 1►0*0E R STOW -R00 COUPLING. •- ALL THAI AO ,.f.).i::) 100 + -PIPE RING 21,1t7 F- t ► i LW IP 1a1 IS -1,11 ( I 1 I)11 t 1rrr 4002K CP :':—.L 4 N } -t- 0 i I A B '._ CONCRETE ANCHOR , IORIL LE 01 ti ROD COUPLING +--All THREAD ROO • PIPE RING rFASTENER 1 6...___ All THRE AO 100 • PIPE RING SIDE BEAM, BRACKET ICL I►1 \\4\ .\\.e ITifTl TUii 1 f1N'flt T \\.\\ 111111 ll1111t 111 ) �-� 514017 STRAP SIRING LOAM 0 TOGGLE TENANT Lac4 TIC2h4 6415TG ,.... procucHLiwe, All TH1EA0 R00 li(Ir1everP s u %m.o..... sheerva t for in ion sod,Occu!► Isubmoded midntninstion s b $ct to Inspection for tinct *cc All comments and acceptances tatate exclusively to relative effect of various conditions upon fire Insurance rates They ere not to be gen has been exercised any th way to pesaible liability whether perrsotial in, fury or damage to property It is recognsied that hatatde which msy result m loss still exist �-- PIPE RING TOP BEAM C CLAMP . ALL THRFAO PIPE RING �--- TOP TEAM C CLAMP --AIL T14REA0 11w 11s I I [FILING 7 ..- FIANCE EASTENER INN 00 4•0114•1 _WW._.... .4.1.1,16.... .. - . .. .PIPE RING FASTENER 570► ~'TRAPEZE TE BAP 12S CHANNEL ►1►E DR ANGLE IRON IG G L.C, T N 1 g /''i''-- t ACCEPTED %WITHOUT COMMENTS IDAS NJTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire De,?t Additions, deletions or revision.) to thesA drawings after this date will 1 this acceptance and will require ,a Eo.,'io-nittal of revised drawings Final a^ ince is subject to field inspect , + Jf a representative of this depart est% P A I J) /-& - 16 DATE 6-7O Byr,,ar CITY OF TUKWILA 575 4407 !�+ TOP SEAM CL AMP ,_FASTENER TUKWILA FIRE DEPARTMENT Please call 575 4407 and give this lob h10 et??-7--5C- 14W 3 C- and I..,xact address for shut dawsn or restoration approval. 14W 14C EYE 1400 r PILE RING G SB 2 FASTENER A z"2 -tom rired 2� AAA.. pi T' rte, AL, uc*J Hr.../uo Lcc TIoN r 1.1 c' 'L,7' �> ALL. - <-14.M—rag. TO r 1 1 L -el.! S� ALL CLC, - NTS.. AF LUN _ 'RACE FITTING —� COMPLETE BRACE FITTING , ENU SWAY JRACE PIPE CONTRACT NAME IMPORTANT CONTRACT RESPONSIBILITIES fi In localities subject to freezing Conditions it Is the owner s response bility to provide heat throughout wet pipe sprinkler systems 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 is the property of Grinnell Fire Protection Systems Com pany Inc and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request ail information herein contained shall be treated as secret and confidential no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS (,FPS OTH.RS SPECIAL REQUIREMENTS FOREMAN NOTE SPRINKLERS TYPE ORIF TEMP FINISH CANOPY tZZaG c.4412 STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING O DOMESTIC PPE O SCHEDULE 40 O SCHEDULE 00 O F M MATERIAL O GALVANIZED PIPE ❑ GALVANIZED FITTINGS O GALVANIZED MATERIALS O SPECIAL. FITTINGS ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT CONTACT SYMB QTY ® 11ei 0 Hydraulic Reference Point -{XI- •i0 Line Designation -{ }- •13 `. of Pipe Below Bottom of Deck ,_ Ct of Pipe Above Ref Plane 117 Ma n Deslgnatlon -44- Earthquake ,%Earthquake Bracing 2 & 4 Way 0 -,- Hanger -sir- Union --1 Screwed Cap —ID Grooved Cap —c3 Screwed Plug Jsr.issiurs Elevation Change in Pipe (not thru floor) SYMBOLS Gate Valve N R S (GV) OS & Y Gate Valve (OS & Y) Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve (ALV) Electric Bell Water Motor Gong (WMG) Wafer Check Valve Swing Check Valve System Riser Fire Dept Conn (Standard) (FDC) Fire Dept Conn (Flush) (FDC) ABBREVIATIOt)S le Fire Dept Conn (Sidewalk) (FDC) ...4_. Post Indicator Valve (PIN) F re Hydrant (3 Way) --` Thrust Block 4_. Key Gate Sectional Valve with Roadway Box oEZMI Fire Hose Assembly (see notes) --Is Inspectors Test --0- Grooved Coupling IGC) -41J- Flanged Connection - a-- Giobe Valve "q' Angle Valve ,��1 Dry Pipe Valve SYSTEM TYPE REVISIONS - SEE FLAGGED AREA ON PLAN tf•suLt-4 T sysTE,.MS FAI Ft.w�.y c,44 14'240 I IJTe sz.0 rJ ti•�c.. s . Tu I Ll� r wp �•ytrC. IO) t ©CY e> SCALE tf,st 1 DRAWN BY G CHECKED BY 80B BOD BOP DO HV N&C NIC NTS 08J PRV RM SP TOB TOP TOS UON Bottom of Bed Bottom of De4k Bottom of PipeB Ditto Hose Valve Nipple and Ca Not in Contra'. Not to Scale Open Bar Jo s Pressure Red alve Roof Manifoll'I Standpipe Top of Beam Top of Pipe Top of Steei Unless Otherwse Not WET it DELUGE__ DRY U PRE ACTION U APPROVALS HAZARD CLASSIFICATIONCLASSIFICATION SYSTEM DESIGN DATA SYSTEM AREA DATE THESE PLANS PREPARED AT GPM/SO FT SO FT /HD AREA OF APPLICATION TOTAL SYSTEM REOUIREMENTS HOSE ALLOWANCES GPM GPM AT PSI AT WATER SUPPLY INFORMATION STATIC PRESSURE PSI 14240 INTERURBAN AVE S #100 89-S-235 RESIDUAL PRESSURE TEST TAKEN AT PSI WITH GPM FLOWING BY GATE ENGINEERING DEPARTMENT DRAWING NO ISI CONTRACT NO 41-I33' 2' 8 10 11 12 ( //x/90 i4) 441=44 CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. SITE LOCATION Site Address: 14240 Interurban Ave S **PLEASE PRINT** King Co. Assessor's Tax No.: 3365901881 Suite Number: Floor: 1-2 Tenant Name: Eaton New Tenant? X❑ - Yes ❑ - No Property Owner's Name: Shelby Company LLC-FWC Mailing Address: 14220 Interurban Ave S Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Brooke Hamilton Day Telephone: 206-455-4217 Company Name: Western States Fire Protection Mailing Address: 14690 NE 95th St, Unit 101 Redmond WA 98052 E-mail Address: Brooke.Hamilton@WSFP.us City State Zip Fax Number: 425-881-3030 Contractor's City of Tukwila NICET III number: See plan set for stamp Business License number: BUS -0100140 Total number of new/relocated devices or sprinkler heads: 125 Valuation of Project (contractor's bid price): $ 46,500 Scope of Work (please provide detailed information): Upgrade 82 standard response sprinkler heads to quick response, relocate 4 sprinklers and plug one sprinkler in the second floor offices, plug 14 sprinklers and add 46 sprinklers on first floor. 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. BUILDIN Si ture: AU AGENT: Date: 21 MAY 2019 Print Name: Brooke Hamilton Day Telephone: 206-455-4217 Plan Permit App.doc 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Eaton 14240 Interurban Ave S Permit No.: 19-S-118 Date: June 4, 2019 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1 "-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1,4 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2019 Edition. 19-s-1/3 Western States Fire Protection Co. Plate -am, Iiue4 aacd Pwfte'ttet a subsidiary of API Group, Inc. 14690 NE 95th Street, Unit 101 Redmond, WA 98052 WA CL# WESTESF136QF FIRE SPRINKLER HYDRAULIC CALCULATIONS EATON - FAIRWAY CENTER 14240 INTERURBAN AVE S TU KW I LA, WA 98168 WSFP JOB #KG0925 WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS ANTHONY MICHAEL GEIST 6781-0715-C LEVEL 3 WESTERN STATES FIRE PROTECTION COMPANY WESTESF136QF Signature Of O N N Y N A 0 0 iExpires 12/31119 1 X99 Hydraulic Overview Job Number: KG0925 Report Description: Ordinary GrouD I Job Job Number Design Engineer KG0925 , BROOKE HAMILTON Job Name: __— i EATON - FAIRWAY CENTER Plane I FAX 206-455-4217 Address 1 14240 INTERURBAN AVE S State Ca cation/Umree Number WESTESF136QF Address TUKWILA, WA 98168 ARJ CITY OF TUKWILA Address 3 Job SiteBuiding BUILDING B System Density 0.15gpm/ft2 } Area of AppllcatIo 1500ft2 (Actual 1503ft2) Most Demanding Sprinkler Data Nose Streams 5.6 K -Factor 15.60 at 7.760 250.00 Coverage Per Sprinkler Number Of Sprinklers Calculated104ft2 19 System Pressure Demand 35.178 System flan Demand 358.16 Total Denwnd 608.16 @ 35.178 Pressure Result +112.620 (76.2%) Supplies Check Point Gauges Node llama Flow(aoml }lose Flow(aoml Static(osil Residual(osil Jdentifier Fressure(osil K-Factor(Kl Flow(goml 1 Water Supply 5513.00 250.00 150.000 20.000 KG0925-DWG Water Supply at Node 1 (5513.00, 250.00, 150.000, 20.000) •'eM Pressure, psi 6 8 8 8 8 6 8 8 E liminluuuwluuuuiluuuwluunwluuuwluuuwlunnwlununiluuuwd Static Pressure 150.000 A . gas -a-- ------ -- • 358.16 @ 35.178 1613.00 r •------ 111 @ 20.000 System demand curve lgnunuuu11uuuuiIuuku uncut 111111111 111111111 111111111 v 1 15200 5250 7350 8400 9450 10500 Water flow, gpm © M.E.P.CAD, Inc. �i AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:39AM Page 1 8111 Hydraulic Summary Job Number: KG0925 Report Description: Ordinary Grouo I Job Job Number KG0925 Design Engineer BROOKE HAMILTON Job Name: EATON - FAIRWAY CENTER State Certif moa Number WESTESF136QF Address,14240 INTERURBAN AVE S CITY OF TUKWILA Address 2 TUKWILA, WA98168 Job Site/Bolding BUILDING B Address 3 - Drawing Neale ' KG0925-DWG System Remote Area(s) Most Dementing Sprinkbr Date 5.6 K -Factor 15.60 at 7.760 Occupancy Ordinary Group I Job Suffix Nose Allowance At Source Density 0.15gpm/ft2 Area of Application250.00 1500ft2 (Actual 1503ft2) Additional Nose Supplies - - - - — Node Flow(gom) Number Of Sprinklers Calculated 19 Coverage Per Sprinkler 104ft2 AutOPeek Results: Pressure For Renata Ame(e) Adjacent To Most Remote Area Total Nose Streams 250.00 System Flow Demand 358.16 I Total Water Required (I 'op Nose Allowance) 608.16 - Maxenu 0 Pressure Unbalance In Loops 0.000 Maximum Velocity Above Ground.__. - 16.30 between nodes 60 and 63 — .— Maximum Velocity Under Ground Volume capacity of Wet Pipes 946.04gal Volume ea pacdy of Dry Pipes Supplies Node Hose Flow I Static Name (gpm) (psi) Residual Flow (psi) oe (gpm) Available Total Demand (psi) (gpm) Required (psi) Safety Margin (psi) 1 Water Supply 250.00 150.000 20.000 5513.00 147.798 ! 608.16 35.178 112.620 Contractor 1ConinwWr Number — _ Name of Contractor: Address 1 - Address 2 1 Address 3 Address Contact Name Pian FA% + Email - Web -Site Contact Title Extension f, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:42AM Page 2 yid Hydraulic Graph Job Number: KG0925 Report Description: Ordinary GrouD I Water Supply at Node 1 200 180 160 Static Pressure 150.000 140 120 ill 100 E ci a 80 60 40 358.16@35.178 608.16 with hose streams demand curve— 13.00 @20.000 20 —System iii tinull lilliilli IiiIIiIIi 11111111_1 11_1 I I 11 111111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 1 0 90502100 3150 4200 5250 6300 7350 8400 9450 10500 Water flow, gpm Hydraulic Graph Water Supply at Node 1 - ------ static: Pressure 150.000 Residual: Pressure - 20.000 @ 5513.00 — Available Pressure at True of Test - - 147.798 @ 608.16 byslem Demme 35.178 @ 358.16 System Demand (including (lose Allowance .I Source) 35.178 @ 608.16 M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:44AM Page 3 9111 Summary Of Outflowing Devices Job Number: KG0925 Report Description: Ordinary Group I Device Actual Flow (gpm) Minimum Flow (gpm) K -Factor (K) Pressure (psi) Sprinkler Sprinkler 391 19.72 392 19.91 Sprinkler 393 19.63 Sprinkler 394 19.45 Sprinkler 395 19.11 Sprinkler 396 19.18 Sprinkler 398 19.75 Sprinkler 399 19.92 Sprinkler 400 19.65 Sprinkler 401t 19.44 Sprinkler 402 19.13 Sprinkler _ 403 19.28 Sprinkler 417 20.43 Sprinkler 418 18.61 Sprinkler 419 17.03 Sprinkler 420 16.07 c> Sprinkler 421 15.60 Sprinkler 422 _ 15.67 Sprinkler 441 20.59 b Most Demanding Sprinkler Data 15.60 15.60 15.60 5.6 5.6 5.6 12.401 12.641 12.282 15.60 15.60 15.60 15.60 15.60 15.60 15.60 5.6 5.6 5.6 5.6 12.063 11.642 11.727 12.433 5.6 5.6 5.6 12.651 12.312 12.047 15.60 15.60 15.60 15.60 15.60 15.60 15.60 15.60 15.60 5.6 5.6 5.6 5.6 5.6 5.6 5.6 11.671 11.853 13.308 11.046 9.250 5.6 5.6 8.236 7.760 7.833 13.519 m, © M.E.P.CAD, Inc. AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:51AM Page 4 Node Analysis Job Number: KG0925 Report Description: Ordinary Group I Node Elevation(Foot) Fittings Pressure(psi) Discharge(gpm) 391 392 393 394 395 396 398 399 400 401 402 403 3'-6 S 10'-0 Spr(-12.401kfd(55'-0) 10'-0 Spr(-12.641), fd(55'-0) 10'-0 Spr(-12.282), fd(55'-0) 10'-0 SPr(-12.063), fd(55'-01 10'-0 Spr(-11.642), fd(55'-0) 10'-0 Spr(-11.727), fd(55'-0) 10'-0 Spr(-12.433), fd(55'-0) 10'-0 Spr(-12.651] fd(55'-01 10'-0 Spri 12.3121 fd(55'-0J 10'-0 Spr(-12.047), fd(55'-0) 10'-0 S -11.671 , fd 55'-0 10'-0 Spr(-11.853), fd(55'-0) 10'-0 Spr(-13.308), fd(55'-0) 10'-0 Spr(-11.046), fd(55'-0) 10'-0 Spr(-9.250fd5'-00 10'-0 Spr(-8.236), fd(55'-0) 10'-0 Spr(-7.760), fd(55'-0) 10'-0 Spr(-7.833), fd(55'-0) 10'-0 S.r -13.519 , fd 55'-0 13'-6 T(5'-0) 13'-6 T(5'-0) 13'-6 T(5'-0) 417 418 419 420 421 422 441 5 6t! 71 8+ 9 10+ 38 39 40 41 42 43 60 63 66 70 72-- 75+- 35.178 12.401 12.641 12.282 12.063 11.642 11.727 12.433 12.651 12.312 12.047 11.671 11.853 13.308 11.046 9.250 8.236 7.760 7.833 13.519 20.910 20.329 19.854 13'-6 13'-6 13'-6 13'-6 13'-6 13'-6 T(5'-0) 19.578 358.16 19.72 19.91 19.63 19.45 19.11 19.18 19.75 19.92 19.65 19.44 19.13 19.28 20.43 18.61 17.03 16.07 15.60 15.67 20.59 T(5'-0) 19.144 E(2.-01 T(5'-0) T(5'-0) 13'-6 TL' -01 13'-6 T(5'-0) 13'-6 E(2'-0) 13'-6 _ PO(7'-). 13'-6 PO(5'-0) 13'-6 P0(5'.1)) 13'-6 PO(5'-0) 18.888 21.059 20.476 20.000 19.722 13'-6 PO(5'-0) 13'-6 E(2'-0) 88 13'-6 PO(5'-01 89 + 13'-6 _ T( -p 117t 13'-6 C(20.-2). 185 6'-6 19.286 19.028 21.322 16.704 13.821 12.188 11.430 11.290 21.968 21.935 24.606 33.780 M.E.P.CAD, Inc. 4n AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:53AM Page 5 Hydraulic Analysis Job Number: KG0925 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings GI Route 1 DR 1.0490 15.60 5.79 120 0.082178 J 3'-1'/2 Pf 5.188 421 10'-0 15.60 5.6 7.760 Sprinkler, I 60'-0 Pe -1.517 72 13'-6 11.430 P0(5'-0), fd(55'-0) 63.-1% Pv BL 1.4420 31.27 6.14 120 0.063178 12'-0 Pf 0.758 72 13'-6 15.67 11.430 Flow (q) from Route 2 Pe 70 13'-6 12.188 12'-0 Pv BL 1.4420 47.34 9.30 120 0.136065 12'-0 Pf 1.633 70 13'-6 16.07 12.188 Flow (q) from Route 3 l Pe 66 13'-6 13.821 12'-0 Pv BL 1.4420 64.38 12.65 120 0.240234 12'-0 Pf 2.883 _ 66 13'-6 17.03 13.821 Flow (q) from Route 4 -i Pe 63 13'-6 16.704 12'-0 Pv BL 1.4420 82.99 16.30 120 0.384301 4'-7 Pf 4.617 63 13'-6 18.61 16.704 Flow (q) from Route 5 T-5 Pe 60 13'-6 21.322 PO(7'-5) 12'-0 Pv CM 3.2600 337.57 12.98 120 0.096996 6-8 Pf 0.647 60 13'-6 234.15 + 20.43 21.322 Flow (q) from Route 6 and 18 Pe 88 13'-6 21.968 6-8 Pv CM 3.2600 358.16 13.77 120 0.108224 4'-2Y2 Pf 2.638 88 13'-6 20.59 21.968 Flow (q) from Route 19 20'-2 Pe 117 13'-6 24.606 C(20.-2) 24'-4'/2 Pv CM 6.3570 358.16 3.62 120 0.004187 161'-4 Pf 6.139 _ 117 13'-6 24.606 _ 110'-7'/2 Pe 3.035 185 6-6 33.780 4E(17-7), CV(40'-3), BFP(-5.000 271'-11Y2 Pv CM 8.4500 358.16 2.05 140 0.000787 91'-10 Pf 0.097 185 6'-6 33.780 31'-7'/2 Pe 1.301 1 3'-6 35.178 E(31 -7Y2) S 123'-5V2 Pv 250.00 Hose Allowance At Source 1 608.16 OP Route 2 DR 1.0490 15.67 5.82 120 0.082894 3'-0 Pf 4.974 422 10'-0 15.67 5.6 7.833 Sprinkler, 57'-0 Pe -1.517 75 13'-6 11.290 E(2'-0), fd(55'-0) 60'-0 Pv BL 1.4420 15.67 3.08 120 0.017601 8.-01 Pf 0.141 75 13'-6 11.290 Pe 72 13'-6 11.430 8'-0 1Pv OD Route 3 DY 1.0490 16.07 5 97 120 0.086833 3'-0 Pf 5.469 420 10'-0 16.07 5.6 8.236 Sprinkler, 60'-0 Pe -1.517 70 16-6 12.188 PO(5'-0), fd(55'-0) 63'-0 Pv o Route 4 DY 1.0490 17.03 6.32 120 0.096669 3'-0 Pf 6.089 419 10'-0 17.03 5.6 9.250 Sprinkler, 60'-0 Pe -1.517 66 13'-6 13.821 P0(5'-0), fd(55'-0) 63'-0 Pv OD Route 5 DY 1.0490 18.61 6 91 120 0.113917 3'-0 Pf 7.175 418 10'-0 18.61 _ 5.6 11.046 Sprinkler, 60'-0 Pe -1.517 63 13'-6 16.704 PO(5.-0), fd(55'-0) 63'-0 Pv v Route 6 FR 1.0490 19.11 7.09 120 0.119590 8'-5 Pf 9.019 395 10'-0 _ 19.11 5.6 11.642 Sprinkler, 67'-0 Pe -1.517 9 13'-6 19.144 E(2'-0), 2T(5'-0), fd(55'-0) 75'-5 Pv BL 1.6820 38.28 5.53 120 0.043397 10'-0 Pf 0.434 _ 9 13'-6 19.18 19.144 Flow (q) from Route 8 Pe 8 13'-6 19.578 10'-0 Pv BL 2.1570 57.73 5.07 120 0.027634 10'-0 Pf 0.276 _ 8 13'-6 19.45 19.578 _ Flow (q) from Route 11 Pe 7 13'-6 19.854 10'-0 Pv BL 2.1570 77.36 6.79 120 0.047484 10'-0 Pf 0.475 7 13'-6 19.63 _ 19.854 Flow (q) from Route 12 Pe 6 13'-6 20.329 10'-0 Pv CM 2.6350 97.27 5.72 120 0.027366 4'-9 Pf 0.581 6 16-6 19.91 20.329 Flow (q) from Route 16 16'-5Y2 Pe 5 13'-6 20.910 T(16. -5Y2) 21'-2Y2 Pv 61, © M.E.P.CAD, Inc. q�gAutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:55AM Page 6 Hydraulic Analysis Job Number: KG0925 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss I Length Eq. Length Total Length Pressure Summary Downstream Upstream Elevation Discharge K -Factor Pt Pn Fittings CM 3.2600 116.99 4.50 120 0.013657 10'-11 10'-11 Pf Pe Pv 0.149 _ 5 38 13'-6 13'-6 19.72 20.910 21.059 Flow (q) from Route 14 CM 3.2600 234.15 9.00 120 0.049301 5'-4 5'-4 Pf Pe Pv 0.263 38 60 13'-6 13'-6 97.42 + 19.75 21.059 21.322 Flow (q) from Route 7 and 15 Oil Route 7 FR 1.0490 19.13 7.10 120 0.119870 9'-2 67'-0 76'-2 Pf Pe Pv 9.132 -1.517 402 42 10'-0 13'-6 19.13 5.6 11.671 19.286 Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) • BL 1.6820 38.41 5.55 120 _ 0.043665 Flow (q) from Route 9 _ 10'-0 10'-0 Pf Pe Pv 0.437 I42 41 13'-6 13'-6 19.28 19.286 19.722 BL 2.1570 57.85 5.08 120 0.027736 10'-0 10'-0 Pf Pe Pv 0.277 41 40 13'-6 13'-6 19.44 19.722 20.000 Flow (q) from Route 10 BL 2.1570 77.50 6.80 120 0.047642 10'-0 10'-0 Pf Pe Pv 0.476 _ __ _ 40 39 13'-6 13'-6 19.65 20.000 20.476 Flow (q) from Route 13 CM 2.6350 97.42 5.73 120 0.027442 4'-9 16'-5Y2 21'-2Y: Pf Pe Pv 0.582 39 38 13'-6 13'-6 19.92 20.476 21.059 _ Flow (q) from Route 17 PO(16.-51/2) ® Route 8 FR_ 1.0490 19.18 7.12 120 0.120396 J 8'-1 64'-0 72'-1 'Pv Pf Pe 8.679 -1.517 396 10 10'-0 13'-6 19.18 5.6 11.727 18.888 Sprinkler, 2E(2'-0), T(5'-0), fd(55'-0) BL 1.4420 19.18 3.77 120 0.025564 i 10'-0 10'-0 Pf Pe Pv 0.256 10 9 13'-6 13'-6 18.888 19.144 OD Route 9 FR 1.0490 19.28 7.16 120 0.121598 7'-51/2 64'-0 71'-5Y= Pf Pe Pv 8.692 -1.517 403 43 _ _ 10'-0 13'-6 19.28 5.6 11.853 19.028 Sprinkler, 2E(2'-0), T(5'-0), fd(55'-0) BL 1.4420 19.28 3.79 120 0.025819 10'-0 10'-0 Pf Pe Pv 0.258 43 42 13'-6 13'-6 19.028 19.286 o Route 10 FR 1.0490 19.44 7.22 120 0.123433 7'-5% Pf 67'-0 Pe 74'-5Y: Pv 9.193 -1.517 _ 401 41 10'-0 13'-6 19.44 5.6 12.047 19.722 _ Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) OD Route 11 FR 1.0490 19.45 7.22 120 0.123585 6'-1 67'-0 73'-1 Pf Pe Pv 9.032 -1.517 394 8 10'-0 13'-6 19.45 5.6 12.063 19.578 Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) o Route 12 FR 1.0490 19.63 7.29 120 0.125659 5'-4 67'-0 72'-4 Pf Pe Pv 9.089 -1.517 393 7 10'-0 13'-6 19.63 5.6 12.282 19.854 Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) OD Route 13 FR 1.0490 19.65 7.29 120 0.125948 6'-1 67'-0 73'-1 Pf Pe Pv 9.205 -1.517 400 40 10'-0 13'-6 19.65 5.6 12.312 20.000 Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) liiiii Route 14 BL __ 391 5 1.0490 19.72 7.32 120 0.126782 10'-1 Pf 69'-0 Pe Pv 10.026 -1.517 10'-0 13'-6 19.72 5.6 _ 12.401 20.910 Sprinkler, 2E(2'-0), 2T(5'-0), fd(55'-0)79'-1 OD Route 15 BL 1.0490 19.75 7.33 120 12.433 21.059 0.127086 10'-10 69'-0 79'-10 Pf Pe Pv 10.143 -1.517 398 38 10'-0 13'-6 19.75 5.6 Sprinkler, 2E(2'-0), T(5'-0), PO(5.-0), fd(55' -0) CD Route 16 FR 392 6 1.0490 19.91 7.39 120 12.641 20.329 0.129050 Sprinkler, E(2'-0), 2T(5'-0), fd(55'-0) 4'-4 67'-0 71'-4 Pf Pe Pv 9.206 -1.517 10'-0 13'-6 19.91 5.6 OD Route 17 © M.E.P.CAD, Inc. %'. AutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:55AM Page 7 Nil Hydraulic Analysis Job Number: KG0925 Report Description: Ordinary Group I Pipe Type Diameter Flow Velocity HWC Friction Loss Length Pressure Summary _ _ Downstream Elevation Discharge K-Factor Pt Pn Fittings Eq. Length Upstream Total Length FR 1.0490 19.92 7.39 120 0.129153 5'-4 Pf 9.342 Pe -1.517 Pv _ _ 399 10'-0 19.92 5.6 12.651 Sprinkler, 67'-0 39 13'-6 20.476 E(2'-0), 2T(5'-0), fd(55'-0) 72'-4 ea, Route 18 BL 10490 20.43 7.58 120 0.135344 8'-5 62'-0 70'-5 Pf 9.531 Pe -1.517 Pv 417 10'-0 20.43 5.6 13.308 Sprinkler, 60 13'-6 21.322 E(2'-0), P0(5.-0), fd(55'-0) iiii Route 19 _ FR 10490 20.59 7.64 120 0.137327 5'-4 67'-0 72'-4 Pf 9.933 Pe -1.517 Pv 441 10'-0 20.59 5.6 13.519 Sprinkler, 89 13'-6 21.935 E(2'-0), 2T(5'-0), fd(55'-0) CM 2.6350 20.59 1.21 120 0.001548 4'-9 16'-5% 21'-21/2 Pf 0.033 Pe Pv _ 89 13'-6 21.935 88 13'-6 21.968 P0(16'-5Y2) Equivalent Pipe Lengths of Valves and Fittings (C=120 only) ` C Value MultiplierII 4.87(Actual Inside Diameter Value Of C 100 130 140 150 Multiplying Factor 0.713 1.16 1.33 1.51 Schedule 40 Steel Pipe Inside Diameter ) = Factor Pipe Type Legend Units Legend Fittings Legend AO Arm-Over BL Branch Line CM Cross Main DN Drain DR Drop DY Dynamic FM Feed Main FR Feed Riser MS Miscellaneous OR Outrigger RN Riser Nipple SP Sprig ST Stand Pipe UG Underground Diameter Inch Elevation Foot Flow gpm Discharge gpm Velocity fps Pressure psi Length Foot Friction Loss psi/Foot HWC Hazen-Williams Constant Pt Total pressure at a point in a pipe Pn Normal pressure at a point in a pipe Pf Pressure loss due to friction between points ALV Alarm Valve AngV Angle Valve b Bushing Ba1V Ball Valve BFP Backflow Preventer BV Butterfly Valve C Cross Flow Tum 90° cplg Coupling Cr Cross Run CV Check Valve DeIV Deluge Valve DPV Dry Pipe Valve E 90° Elbow EE 45° Elbow Pe Pressure due to elevation difference between indicated points Pv Velocity pressure at a point in a pipe - Eel 111/2° Elbow Ee2 221/2Elbow f Flow Device fd Flex Drop FDC Fire Department Connection fE 90° FireLock(TM) Elbow fEE 45° FireLock(TM) Elbow flg Flange FN Floating Node fT FireLock(TM) Tee g Gauge GIoV Globe Valve GV Gate Valve Ho Hose Hose Hose HV Hose Valve Hyd Hydrant LtE Long Tum Elbow mecT Mechanical Tee Noz Nozzle P1 Pump In P2 Pump Out PIV Post Indicating Valve PO Pipe Outlet PrV Pressure Relief Valve PRV Pressure Reducing Valve red Reducer/Adapter S Supply sCV Swing Check Valve SFx Seismic Flex Spr Sprinkler St Strainer T Tee Flow Tum 90° Tr Tee Run U Union WirF Wirsbo WMV Water Meter Valve Z Cap M.E.P.CAD, Inc. ciAutoSPRINK 2018 v14.3.10.0 5/22/2019 5:16:55AM Page 8 SAI Y X -PRESS 20 ALL THREAD ROD - MECHANICAL TEE TO SPRINKLER BRANCH LINE- VICFLEXP' STAINLESS _ STEEL BRAIDED HOSE METAL DECK PIPE 1"ORM" DROP - i/( SEMI -RECESSED .-ty! PENDENT SPRINKLER VICTAULIC 922 =—MECHANICAL TEE BRANCHLINE RESTRAINT METAL DECK SAMMY XP20 SWIVEL RING --- 318" ROD O • CADDY BRANCHLINE RESTRAINT ATTACHMENT BRANCHLINE PIPE MECHANICAL CROSS DETAIL 1"ORI'/<"X1" 90 HOSE BRACKET ATTACHMENT DROP CEILING TILE OR SUSPENDED GYP SYSTEM FLEXIBLE DROP TO SPRINKLER VICFLEXTM STAINLESS STEEL BRAIDED HOSE l a EXISTING UPRIGHT EXISTING SPRIG — NEW 1" ARM OVER NEW 1" 90 - NEW 1" DROP SEMI -RECESSED .r PENDENT SPRINKLER r� t; EXISTING 1" TEE EXISTING 1" NIPPLE EXISTING BRANCH LINE NEW 1" 90 HOSE BRACKET ATTACHMENT DROP CEILING TILE OR SUSPENDED GYP SYSTEM INSTALLATION DETAILS __. VICTAULIC 920N MECHANICAL CROSS -- 114" BRANCH LINE 3" CROSS MAIN OVERHEAD DOOR SPRINKLER DETAIL EXISTING 1" TEE – EXISTING UPRIGHT — EXISTING SPRIG -- NEW 1" ARM OVER NEW 1" 90 -= NEW 1" DROP EXISTING r NIPPLE EXISTING BRANCH UNE OVERHEAD GARAGE DOOR } I 4N , i 1" 90° ELBOW 1" SCH.40 NIPPLE HSW SPRINKLER VICINITY MAP AREA OF WORK SITE PLAN PROJECT INFORMATION GENERAL SCOPE OF WORK: START POINT OF WORK: OCCUPANCY HAZARD CRITERIA OF: WATER SUPPLY DATA: SOURCE OF WATER SUPPLY DATA: LOCATION OF RISER: BUILDING CONSTRUCTION: ROOF: SLAB: STRUCTURAL MEMBERS: WALLS: MATERIALS: PIPE: FITTINGS: SPRINKLER HEADS: CONTROL VALVE: SUPERVISION: ALARM: WATERFLOW SWITCH: GENERAL NOTES MODIFICATIONS OF EXISTING FIRE SPRINKLER SYSTEM (S) IN ACCORDANCE WITH NFPA 131 CITY OF TUKWILA SEE PLAN ORDINARY GROUP 1- OFFICE 5513 GPM FLOW, 150 PSI STATIC, 20 PSI RESIDUAL CITY OF TUKWILA PUBLIC WORKS AS INDICATED ON DRAWINGS CORRUGATED METAL DECK 4" - 3000 PSI CONCRETE 13" METAL CORRUGATED DECK STEEL JOIST STEEL FRAMING UL LISTED SCHEDULE 40 BLACK PIPE VICTAULIC MECHANICAL TEES AND FLEX HOSES SEE SPRINKLER LEGEND ON FP -01 EXISTING EXISTING EXISTING EXISTING 1. ALL THREADED PIPE TO BE SCHEDULE 40 REGARDLESS OF SIZE. 2. ALL ROLL GROOVED PIPE TO BE SCHEDULE 10 REGARDLESS OF SIZE. 3. ALL DRY SYSTEM PIPE TO BE GALVANIZED, C FACTOR = 100 PER NFPA 13 REQUIREMENTS. 4. EARTHQUAKE BRACING TO BE PROVIDED IN ACCORDANCE WITH NFPA 13. 5. ALL COMPONENTS SHALL BE UL LISTED 1 FM APPROVED. 6. ALL ELECTRICAL WIRING SHALL BE PERFORMED BY OTHERS. 7. ALL FLEXHOSES TO BE VICTAULIC AH2 EITHER 48" OR 72" IN LENGTH. 8. ALL HANGERS TO BE IN ACCORDANCE WITH NFPA 13. 9. ALL PIPING DIMENSIONS ARE CUT LENGTH. 10. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND THEIR STRUCTURAL REPRESENTATIVE. 11. OWNER IS RESPONSIBLE FOR PROVIDING ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING FOR AREAS PROTECTED BY WET PIPE SPRINKLER SYSTEMS. 12. OWNER IS RESPONSIBLE FOR ALL MAINTENANCE AND PROTECTION OF THE FIRE SPRINKLER SYSTEM(S). 13. THE FIRE SPRINKLER SYSTEMS SHALL BE MONITORED 24 HOURS A DAY BY A CENTRAL STATION AND IS EXCLUDED FROM THIS CONTRACT. 14. PAINTING OF SPRINKLER PIPE AND PROTECTION OF PIPE FROM PAINT OR CONSTRUCTION ACTIVITIES (SUCH AS FIRE PROOFING) IS BY OTHERS AND EXCLUDED FROM THIS CONTRACT. DETAILED SCOPE OF WORK 1. REPLACE EXISTING STANDARD RESPONSE PENDENTS WITH QUICK RESPONSE PENDENTS. 2. ADD!RELOCATE SPRINKLERS AS INDICATED IN SECOND FLOOR OFFICES. 3. PLUG SPRINKLERS IN DEMOLISHED WAREHOUSE ROOMS. 4. ADD SPRINKLERS IN NEW OFFICE SPACES IN FIRST FLOOR OFFICES. 5. ADD SPRINKLER BELOW NEW OVERHEAD DOOR IN WAREHOUSE. SYMBOL LEGEND INDICATES A HANGER -INDICATES A GROOVED COUPLING (EXCEPT WHERE FLEXIBLE COUPUNGS ARE REQUIRED PER NFPA 13) - INDICATES A HYDRAULIC NODE TAG - INDICATES PIPE ELEVATION (CENTERLINE) - INDICATES A 4 -WAY SWAY BRACE - INDICATES A LATERAL SWAY BRACE (PERPENDICULAR TO PIPE) - INDICATES A LONGITUDINAL SWAY BRACE (PARALLEL TO PIPE) x - INDICATES LOCATION OF HANGER AND UNE RESTRAINT - INDICATES A FLEXHOSE - • INDICATES ADDED SPRINKLER - • INDICATED SPRINKLER TO BE RELOCATED - INDICATES SPRINKLER TO BE PLUGGED 'z1L4 - INDICATES A FULL HEIGHT WALL A Without Comments As Noted ;n Re: Per The Attached Letter Th^se plans have been reviewed by The Tukwila Fire Pr: ention Bureau for conformance with current City st- bards. Acceoi ancj3 i. subject to errors and o .;.Ions which do authorize violations of adopted s` ,dards and orc in? ++ce The respons!bllity for the a:: 4uacy of des;! : ; ;_`, '.otaily with the designer. A1' .tions, deletio : -visions to these drawings after th s date will void tri ::ept+ce and will require a resubmittai of r v+ss. • cif., `:,'ngs for subsequent approval. Final acceptance is ub ect cc• deld test and Inspection by The Tukwila Fire P everito Bureau. Date: By: TUIGVILA FIRE DEPARTMENT Peas call 206--575y-'� 07 and givP this F Permit l erre t F o. 161,5-1Q and exact iy`"dre}s ice shut- down hu -Own or restoration c.ppi ova . 14240 INTERURBAN AVE S #100 19-S-118 PAID HAY La 2019 TUKWILA FIRE 'Western States Fire Protection Co. Pro:fatal . ae,...1 Burd PTO,X.C1t9 14690 NE 95TH ST, UNIT 101 REDMOND, WA98052 TEL. 425.881.0100 WWW.WSFP.COM STATE LICENSE # WESTESF1S6QF OWNERSHIP OF DOCUMENTS Aa DRAVN:15, SPEW. ICATO'fs. AND OTHER WORK PRODUCT OP /NE E,C HrEN FOR T,IS PRO:ECTAPE INSTRUMENTS OF SERVICE FOR /NO MRJIEOTONLY 34D SHALL REMAIN THE PROPERTY OF Tlf_F ENGINEER WHETHER THE PROJECT S CCMR.ETEDCR NOt REUSE OF ANY OF TNT'. INSTRUMENTS OF SERVICE OF Tiff ENG:NEER. BY THE CNHER CR EXTERSLOHs OP THE PROJECT V NW, .R TTEN FE 61T4Sso'. OF NE ENGNEER ENAII BE AT THE C::t:ENG FiSK FRO T1iE OVRLER AGREES/0 :RENO. RC EN' rND /OLD HARMLESS TPE ERSPLEER=PCIALC 1f' •t NI%D YEI` E -• ..... . MAI MUII."IN XI MI 1111111113 61-0Z/ZZ/90 w 4 I- x 0 O 2 Ih z z 4 2 0 0 0 f- 0 0 I— O Cd V) a- ir) i1 T,W_ 0 141 LL > 07 IJ, -u. 200M ujziZ z}�y , 0 zw-0uuJi REVISIONS NO. DATE DESCRIPTION 05/22/19 FOR APPROVAL 5' DRAWN BY BNH WSFP PROJECT NUMBER KG0925 NORTH NOT TO SCALE Y CENTER EATON - FA URBAN AVE S F z 0 et TUKWILA, WA 98168 0} PRINT DATE 05/22/19 FP-CVR q o Hydraulic Information OCCUPANCY CLASSIFICATION ORDINARY GROUP I DENSITY (GPMfFT2) 0.15 FOR 1500FT2 (ACTUAL 1503FT2) TOTAL HOSE STREAMS 250.00 TOTAL HEADS FLOWING 19 TOTAL WATER REQUIRED 608.16 TOTAL PRESSURE REQUIRED 35.178 SAFETY MARGIN (PSI) +112.620 (76.2%) ORDINARY GROUP 1■0.15GPM/FT2 FOR 1503FT2 GYP a3 21'- 0" AFF 0.^-0- 21/2/.2.+gyp 1Lr 1 FQ GYP © 12'- 0" AFF 17CTi��'�F G _��/'/ice ,. NOT IN CONTRACT (N.I.C.) ` — I 5 -0% ff`% __jj i 1X4'/ 12 0 P 4'41/2 l' -21,4\I Q:Q' 1/. Jr',P 12'-0 , p'1' -9Y: 6 2'h; Q 114) a ® Off` — + >Csa�- O,p,c � s di 7.......411/4.._____! C)' epi t Pt ; Pt fi�tb��-- - ' '`+ P 3i, _ I.`94'. '<(n E (t. g I '�f _ I It 2 11 _e— 21/2 0 ' 1 `3- 1 ._.:_LLT, L _-.__.. /' GYP © 8'-O" AFF G 1'/ -0- O 1'/ 1'h 2 -a 1 1 ay 1 1 —E— 2 — 2'is -.p.. 4 -0— 2 11 11 11 0 El 21/2 ET 2 $ 2 $--1/ — $ NON -FULL HEIGHT WALLS @10'- 0" TYP-- 2 2 2 -e- 2 2 2 2er0 .-104". ^ 2 S' AIS NEW OVERHEAD DOOR FIRST FLOOR - FIRE SPRINKLER PLAN -e---1—/z --$ ace - 1Y —J---1—/=-- O -0- _e- +moi C Aar 707 -- -___ moi' { 1> • wi":tj c. 8 � SECOND FLOOR —FIRE SPRINKLER PLAN -0 OTS @ 15'- 0" AFF �Q *Q -0 --O mq -0- 1'/z -0 - -- 2 1Yz 1Yz 11/2 2 1'h 12. _ -0- 1'/2 2 — 2%a 2 — -0 2 -e /77 1% _e- -e- -e i`7 f 9-s 1/F Western States Fire Protection Co. Pwt'cetieg .Gliaea aird 7)^.apcity 14690 NE 95TH ST, UNIT 101 REDMOND, WA98052 TEL. 425.881.0100 WWW.WSFP.COM STATE LICENSE # WESTESF136QF OWNERSHIP OF DOCUMENTS ALt ORAWUJGS, SPECIFCATICN ,, ANO C?i+ER WORK PROCUCT OF THE ENOIHEER FCR 'RES PROF_CTARE INSTRUMENTS OF SERVICE FOR TNS PROJECT ONLY AHD SHALL REMAIN THE PROPERTY CF THE ENGINEER WNETNEI THE PROJECT IS COMPLETED OR NOT REUSE OF ANT OF TRE NEER UNMIR O SERVICE OF THE ENOINEER. BY THE OWNER OR EXTENSIONS OF THE PROJECT WI'IMO;JT WRMYER PER M:SSK)N OF THE ENGINEER $HALL BE AT THE 7 V'LEAS R>AKANO THE ' .'EER AOREES TO DEFEND. I'DE.WrY, A+.O 40,0 (HARMLESS Mt ENGV+EER FROM ALL CLAMS, LAVAC;ES AI:O E.2P=4SL$ B.LLONG ATCR'.ET5 Fr- BS hG OIIT'X c4QEO PF.USE T.E.C=Et, r:r=4Y p --_Owls Ripa--yRA alga 6 L0Z/ZZ/50 ammaii REVISIONS NO. DATE DESCRIPTION 05/22/19 FOR APPROVAL DRAWN BY BNH WSFP PROJECT NUMBER KG0925 Sprinkler Legend - Total For This Level 0 z OLD TO UPGRADE OLD PLUG NEW HSW NEW ADDED NEW RELOCATED EXISITNG UPRIGHT G. 192 u_ -. 1LL LL U. U. r Li. te W Chrome Chrome Chrome I O U O 0 eyt e m Resp L Quick .9 5 Quick V 5 Quick I Y .9 V CO _ a Pendent ai ate. a L S fO tO tD E0 EO (O "' es u O ru 2 RELIABLE F1FR56 l RELIABLE FIFR56 RELIABLE FIFR56 RELIABLE Fi FR56 l SIN v a , < vv ¢v '. v < , 15 CO 00 n 4. 000 2 0 4 8 SCALE 1!8" = 1' 0 IRWAY CENTER w Q 2 CV 2 INKLER PLAN w PRINT DATE 05/22/19 FF -01 }a _ _•a t 1_ e, �e�i�ct�c� Ceiling 2cLoctai+f 1/8" =1'-O" . rLISTItJL 1J1) C.•tkvbE ` 6- (s.Zr4luCtl t--ttiDeL D- ItcS t'e-ND '/,_r- IIL 71-30 S %AA -,t ct2rD i.sie"ret,1 H►1zArLi) ALL MArc.ZtAt_ LJ L. -i\-1. N Vci n Clip Hangers • Hanger Rings UL Listed & FM Apprewed s Hanger Rods / Fasteners Comply wit., N▪ EPA 13 O All Thrted Rods D Machine Thread Rods ir Finishes: D Sta•rdard Components 0 Ali Galsanired Components 1'" 25 4 mm Components 1 Ciip (Ceiling Flange) 2 Hex Nut 3 V.uoci Scree: 4. Hanger Rod 5. Arhus'able Hanger Ring Ap p!,u t.on / D. it ipt.on ho 5 Hang es are designed to support yr '1 p.p.n; born arsuotl, k.el wood p.. -ting Thal has a thirinrss a.if.cirot to racier the required fas:rr.er& The ha•+r • is eared to the planting by means of a clip ((Jelling P o• ta•sp-r fa .rr) .tut is pro.•drd ler rib a na' lord tl,.ead 10• the and and holt. fur 2 ..;.d anew. To p,r.ent pussiblr too., Hing o' the rue rive to ribrat.on, the ha-.r•r is funhe• v-a,'rd by • hen rut t; -tr•.ed ,.gamsl the clip There eve E components in a t.au: N E Having 1hr [Ilei 2 ••• CI s-. •rw•s a to e,•r roc' and Iur.l..; hre r..rc a -rd a-. adwseabte hv,�r nng Thr roe n•a, (x r,:•hr• a" fieri: rod (ATF; n• r..rc! ,nr tl..e.d rc.d (M1 F:i At' th•ea,1 foe.' is • o••rd to t• 1•a-,-1e•c howe.r A• a 'oh • _tit K ere e ,s�� ..11 11 Ii1I1I1..04 O _ill I I1 I,_1 x� 1A -41[i: Nu. 5 Hanprw rs mat a`sr, tee ud with other type. of Qcnst•uction o1 aritpuate et•enyth when p•r•.id•d yeah natat.le fattenrs - a.ttj ci to the asp •o.a' of et.e 1..,tl.oni1 heoo-c ur..3 ction (AHJ). De.ria:.ons fiom a:ands,d fas Tr nr't s•e 10 tr N•rIy ir.d,utrd on thil ,re p!an br deta in a ha -.r note (ve Ha-,ra:.� rr �Codrt/Pun Drsig-.nt) ...NI FA Requirements / L .nitatiom h i FA 13 permuv OI the uo' 2 scree. 1.a•.r•-s on'e ft, -C:< t res ur to 2 - a •d rt cabs fu• the uv of sr.Ir.,h:. ..,• C^•r•s•=,•. r.-• 1•c' t '.z- t'•-•. cf E. 1F a 1" • \e\\ tin Jib `1� � ♦ e\• L 1 U 11 r•'1� i1r1.Tl 111.:,/�'F \ I I f I I• // \ •' I AREA OF WORK IE - -- s NO SCALE FILE ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED ❑ PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A•i:iitions, deletions or revisions to t i:: •_iwings after this date :will voi.I till-, Jtince and will requite a ui revised drawings. Final acceptance is subject to field- inspecNon by a re,1resentative of this depart:':ent DATE: CITY OF TUKWILA 575-4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this job No. /S�C and exact address for shut- down or restoration approval. J,(0)C Md :L I DEC liP)C ni'Egrii3DOM 4932 WEST INTERURBAN BLVD. BOTHELL WASHING1ON 98012 PH. (206) 481-7669 RIARC LTD. 14240 INTERURBAN AVENUE SOUTH SUITE NO 136 BUILDING B FAIRWAY CENTER TUKWILA WA INGTON 98188 DAIE:6-14-93 DRAWN: J J 14240 INTERURBAN AVE S #136 95-S-155 OFI I;ii JUN G31995Li bcs=005- -raitriA/64 CIL( kivii()ItbLrEf.lif`''''65 1122U'4b 11,11-nufbcctil iv)1 qLB 7+ 7 \V pLLc c Le ;LOU R ENT- I�3 w= _- -- E#2.4... Lc., LovR� 2 SMP woL� ��;��T 1 w 11 11 - 1 \V c t F --ACC I NCAN r,--E-N-T- IQ W 11 1' trAL. rgovl pep . we. ().9 c? -4 UN t i l t Tx.'Nci Jof o„ AFF. �V (Wim- -' 0N U 1417ER- M cE4uNei .1 a1 .-V-.0" a,.F.F. w ISG, iNG (TYP e RIZ 2 LAMP PI-ouR. \vain r;423 c r 1 Via �Gc;.2\V Z(,&"1 300 \V 4So w 1 w 100 \v 6 2&e, kV 2x4 - 3l.06.1-11" C-rtp • IJSPONL7F,47 ACoUc5(1ca CEI LA T I LZ V-0" AFF 1 V 1 hl(.,4*1 2Ec,Y,eN r LAM �w/ ruLL, 1 N61 - ELOJ1T- A AS NOTED D -PER THE wings affix review _,i'and accei. Dept. tprxe' 0 they f 4 Gate will void this Tequife a res a: ,itta of revised drawings. a+ ,±fie is subject to field- - inspecti3n by a Ce., eparj TUKW,M FIRE DEPARTMENT Please call: _ give 575.4407 -� this •-• r enact address Or restorationouv' - 4- --- . - - OttaRI approval. c=t4 E H aU K- EV. CZJr ctrl f t. rr 14240 INTERURBAN AVE S #132 90-F-144 129933 10 11 12 • STANDARD HANGERS (Circle hanger(s) to be used) 3C 4C 5W 5C 5S .Vwa.•Ar N- CEILING PLATE IOrt10NAl) COACR SCREW c- 600 PIPE RING a \- FASTENER , Ir0'ROER STUOI L-900 COUPLING -011 TMNEA0 iii:,,.\) R00 - ►VE RING • 0 0 \- CONCRETE ANCHOR 109111601 R00 COUPLING -All TRREAO R00 PIPE RING rFASTENER n 0 ►--- 1 L S10E 6EAM RRACx Er ICl1Pl ALL THREAO ROO - PIPE RING !-FASTENER sw TW 8S 9S R: `-- s)ORr STRAP SPRING 10A0E0 TOGGLE CEILING PLATE 'OPTIONAL, -_ NIL T.)RE40 RO0 9196 RING MES NUT FIAT 90.9141R 1 T I 10S 11w 11s ALL TMREAO R00 -PIPE RING TOP REAM C CLAMP -ALL THREAD R00 PIPE RING TOP REAM C CLAMP +-All TM9E00 R00 -PIPE RING i 1 CEILING FIANCE ��1 ``�����'''��, r_ j --,-FASTENER ^All TMRE AO R00 �IIPf RING 12S 13S 14S 14W 14C s8-1 FASTENER, ._CAP. OR STOP `TRAPEZE RAR_ CHANNEL LVE, 0R ANGLE IRON 6 *1109REA0 R00 +-PIPE RING - TOP REAM CLAMP 0HREA0E0 U 5016 afAtiro _Ns:1' .--•6RACF Fir IINB COMr1ErE WfFASTENER TOLCO CLAMP/ FIG. 1000 SB -2 FASTENER BRACE FITTING COMPLETE S1NAT BRACE - 7. PIPE 3/0 • 0'4" ATR VI/NUTS ANO WASHERS BRACE FITTING rENU x9110 CLAMP MAY 2 91990 As meeting requirements of thiS !WNW to classification as apri k 1' however, system changes or additions s recommended attached sheet(s) w n result In improved rates. Acceptance applies to plans lis submitted end occupancy shown thereon. Installation subject to inspection tor e ceta• wt s upon fire insurance rates. They of hether to becn Nil comments and acceptances relate exclusively to relative effect o "trued conditions any way upon the 4personal care" in - 'has ld a bearinghazards which may been exercised operty. It is tocog Bible liability or jury or damage top property. WAR in loss Still E!xrst5 S Nt • (0 tit'cb �xIsTG� �P�`,I-k-H�I►d� LI61 H T1 FJ Po.,, r2 J c7C. 1.1 \V /gF x 2.7 4 Sp 7+1 \V ALL.o\tYA' L.i:. i6if-i-r1 N61 vI l52 I 41 — 122 \V 2X 4 L.a 4 P FL-61-02.554--11- 1-11- LoU K.EENT1-11- 1 NC.1 2 — I. 3 \V 4' -12 ).AMP \VAL.L ��oUl��.f�'•E \v/ tT -3 - I co A' 1 d �Y 11� It 9._" 2. - ?' \V 2 J g-FAG� I NC.'+J r -NiT [ ..179:9 pgovl MP 5411�j,\ve (X) CI-4L•INr ill t or r�tLU r lc/ .1G1 ` -ire-, \`/t� • (.\v - - � f i ri GN U N�ER- �I I-1 E✓T�-L1 Nei J 014/r• -‘3'-D" 4 . r, F. 7\V'PGF 1NG, TL•p 1212- 21.4 M P LrUR. vP U- racr-e1"(T-CF 1 OVOID (Vb yE 11-1 'Up ''T1ft t__ src., 12-1A4-11r'r-r' N> _ Loc�•TtaN , TYr c c_.11... - 2los kV (2x4 - L..44-4F7L..44-4F7 ctW D 1-�FF5r. (1• ) V t fir- b V" • ,z$_ *U' N ,°IF�lxJ�1C. L c T1 L c v -on AFP I lac.N•1 fJEc �N LAI`�i wi 77 - H rr44.1 =°l • 1 IMPORTANT In localities subject to freezing conditions, it is the owner's responsi- bility to provide heat throughout wet pipe sprinkler systems 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 is the property of Grinnell Fire Protection Systems Com- pany, Inc. and/or its subsidiaries and is loaned upon the express conditions that the same be returned to GFPS upon request; all information herein contained shall be treated as secret and confidential: no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. C')NTRACT RESPONSIBILITIES ITEM GF PS OTHERS STREET WATER CONNECTION UNDERGROUND WATER MAINS EXCAVATION BACKFILL WIRING PAINTING SPECIAL REQUIREMENTS 0 DOMESTIC PPE 0 SCHEDULE 40 0 SCHEDULE BO 0 F. M. MATERIAL 0 GALVANIZED PIPE 0 GALVANIZED FITTINGS 0 GALVANIZED MATERIALS 0 SPECIAL FITTINGS FOREMAT • NOTE ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. TYPE ORIF. TEMP SPRINKLERS FINISH CANOPY cN tzrt Ez c CN RM PHONE: TOTAL THIS SHEET PROJECT DATA PROJECT ADDRESS: CONSTRUCTION TYPE: OCCUPANCY: ZONING: 14240 Interurban Avenue South ‘B) Tukwila, Washington VN Sprinklered B-2 Office M1 CODE REQUIREMENTS: All work shall conform with the 1988 Uniform Building Code, State Energy Code and all applicable codes and ordinances. GENERAL NOTES: 1. 'Do not scale dimensions from drawings. Use calculated dimensic,ns only. Notify the Architect immediately if conflicts exist. All dimensions are to face of finish, unless otherwise noted on drawing. 2. Contractor shalt verify all existing conditions prior to initiating the work. Notify the Architect of any discrepancies. 3. Verify all rough -in dimensions for plumbing, mechanical and elec ,rical equipment. Provide necessary structural support for equipment gas required. 4. All sprinkler, mechanical and electrical work shall be Bidder -Desi, n and conform with Park Properties requirements. LEGAL DESCRIPTION: Lots 1-7 block 18 of Hillman's Seattle Garden Tracts_ ASSESSOR ACCOUNT NUMBER: 336590-1881-06/000280-0001-00 C) Hydraulic Reference Point "C)":1 - •i0 Line Designation --1>t<}- •13. of Pipe Below BottOm of Deck CL of Pipe Above Ref. Plane A Main Designation Earthquake Bracing: 2 & 4 Way scHarnegewred Cap Gs;:l rneor loveroalvt t hei ndrd un F iCf cal uohl agoe rn )9e in pipe 0 4,14 v 6130%D J1 (-.DI i-� - `I, MP —.. • c51 -r -E-1 F1L, NTS 1,1 Tr _ S PI PM n < C E4-'�Ta T 1 1— I i ngton M• ACCEPTED D. WITHOUT COMMENTS. AS NOTED IN RED PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revision's to these drawings after this date will void this acceptance and will require a resubrnittal of revised drawings. Fin l ac:ej)tance is subject to field- inspf,c7'1..l l ay a representative of this dep.;; ent 3./ .�✓Id BY: N CITY OF TUKWILA 575.440) TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job and •••�,•.�=--�?1.-..�._.�___.___ exact address for shut- down or restoration approval. S 5-12.L.12•9 SANGCN >p .I � 5 5 IKTie I• -Illi" s S "Sr. 5T - 240 u PYP Ir4P ST T• 17= ti I A • VR EAR R1 N3"# 5T 0961 IAPTPN, • l FPL r' cI Ii I I -; IFLIN ST SYMBOLS Flow Switch (FS) Monitor Switch Butterfly Valve Alarm Valve (ALV) Electric Bell VVater Motor Gong (VVMG) Wafer Check Valve Swing Check Valve System Riser Fire Dept. Conn. (Standard) (FOCI Fire Dept. Conn. (Flush) (FOC) '2' Fire Hydrant (3 Way) -Iv, Thrust Block Key Gate Sectional Valve with Roadway Box EZMI Fire Hose Assembly (see notes) -A, Inspectors Test -0- Grooved Coupling (GC) --111-- Flanged Connection -3-- Globe Valve Angle Valve Dry Pipe Valve 1 BOB BOD BOP 00 HV NIC NTS OBJ PRV RM SP TOB TOP TOS UON ABBREVIA Botta', c Bot tom o Bottom o Ditto Hose Val e Nipple ar 1 Cao Not in Co Not to Sc Open Bar Pressure I ,ed. Valve Roof Marutold Top of Bi.,am Top of Pi )e Top of Steel TIONS Beam Deck tract le Joists 8 KO I SYSTEM TYPE DRY PFIE ACTION 0 0 ISO 0 IRI APPROVALS OUT IN OUT IN rr - i - 3 rpt til 1.J.11/4 ray H ' (2.1.- nL s- 2. . ,,74414\--) I LA ' J . " - I2-. e - 3...p *.a.'--12 �-1 L .1. e ) u Q L s/N1 M - rNtrt2'S Te> (I 1...c,C f 1" I � til S.. ;. T 1, r '�. � ,6. r.11 1 y .�� The Lt.co Nth N Lw r>✓N t7>rt� t-� 1-1 t � Lc c .1cDt-1 ur- V- ruTM1Z-b tr. r›C.1-4T I til orz rr t (CS). F it (o E@ROVE V, 1-N 30 1990 L,NINIVtLL EN _ NTON GRINNELL FIRE PROTECTION 14240 INTERURBAN AVE S #132 90-S-118 r 10 5 D E MAY '11J 1990 G NO. DATE BY REVISIONS - SEE FLAGGED AREA ON PLAN CONTRACT NAME 1424c) it-iTerzurzr-A+4 Ave.. s. r DRAWN BY: DESCRIPTION 7.4" WT. frt rr2CM:r.ri 9" CHECKED BY - SYSTEM DESIGN DATA HAZARD SYSTEM AREA: HYDRAULIC DENSITY DESIGN DATA: GPM/SQ. FT. AREA OF APPLICATION. HOSE SQ. FT. ALLOWANCES: GPM TOTAL SYSTEM GPM. AT PSI AT THESE PLANS PREPARED AT: ENGINEERING DEPARTMENT WATER SUPPLY INFORMATION: STATIC PRESSURE RESIDUAL PRESSURE PSI. WITH GPM FLOWING DRAWING NO. TEST TAKEN AT 11 DATE CONTRACT NO 12 SITE LOCATION CITY OF TUKWILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: LA2© Q c- f 1q k, -t King Co. Assessor's Tax No.: 33 ` C% (t f Suite Number: / / 0 Floor: / Tenant Name: M-e.cli New Tenant?] - Yes ❑ - No Property Owner's Name: Mailing Address: City State Zip CONTACT PERSON -if there are questions about the submittal. Name. Day Telephone: 425 -1-10'S- c) x `b -3 Company Name: l -i . LVc- 1 e. a. \ \ ` C . n eji (3 ev,,QJLL C Mailing Address: P o 13 0 C`�') W\\ CC -CC A L) A o -6 -cd 7,. hc 5 �\ e L, City State Zip E-mail Address: C� �- k. t cy ��- � l•� Fax Number: Total number of new/relocated devices or sprinkler heads: 3' Valuation of Project (contractor's bid price): $ OCC) Scope of Work (please provide detailed information): rk.AA . 7 VV, t -n cA.,i 010..e..c 0 r Ski.. JO{ 5 "d.)C1 4)\--‘ nod � .� -42X j cA p t.1 PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW OUT RIZED AGENT: / Signature: /'/ Date: / e / ive 0/3 Print Name: CA, i 6 au's- Day Telephone: ZO ' (73 / - 3 / z T Plan Permit App.doc 1/2/13 TFD FP Form 8 o Without Comments As Noted in Red 12 Per The Attached Letter These plans have been reviewed by The Tukwila Fire c. -evention Bureau for conformance with current City ::-_ndards. Acceptance is subject to errors and :.;ni:ions which do not authorize violations of adopted 77,ndards and ordinances. The responsibility for the eouacy of design rests totally with the designer. iitions, deletion_: or revisions to these drawings after ti date will vc-:d this acceptance arid wiii require a 1 -=submittal of revised drawings for subsequent approval. =inai accepten e _ r, `I .c and InEpection by "r ne i;.Yreeau. Date: /a --C113 `�":�� ` l --�y ( Lawrence Houston Architect 1719 First Avenue North Seattle, Washington 98109 Tel: 206.8191279 Fax: 206.283 9801 9S �"i--!'• Lib's.`+ FIRST FLOOR TEN T OCCUPANCY TYPES 5 1 System Sensor P2/PC2 Hom/Strobe (110cd) System Sensor S/SC Strobe (30cd) Unused Unused Totals NOTICE A completed, signed, Tukwila Fire Drartrner.t Pre-test he presented to -.. .. - .. -... prior to \ ceotance T , • - . -i-e Alarm GI -.t 3'Stef ls. Failu:: of i:est will result in a Re -inspection Fee and term nation of the testing 14240 INTERURBAN AVE S #190 13-F-295 PAID DEC -4 2013 TUKWILA FIRE iZni)� Media Index. Building B. Suite 190 Fairway Center, Int rban Ave S. T 4r•1a. WA NUMBER. BY DATE REYLSfON For Permit SHEET TITLE SITE PLAN DATE 08/30/2013 DRAWN L.H. s AS NOTED A1.0 CO X6/4 /�� 4/ +.? I.1. �x d,V 1 4 � Pr f Papa arzdraicura4��s�s S .�-,-.�' N. .. ,- 1' '�- J' t<``*` ";} ct tafame :+, ..� iy, ... .. .:.. � ,a,3=� f �s yt �..�5 }' ��„�-�is Hours: �r.��t�.-<s' i4 •, y '�` .'. JMEDIA INDEX i�, � � Standby 24 49 Powerx } K d $ "c .,�,�" 3 t 95:Pow 4 # � .�✓h ^-„�" !Chris Davis y12- 11/29/13 �e' ` � `' -�' k Max Panel 6 x', S 1' .,z i x ?• i a,.. '�-s> r a * s$ ''y#',. Y� H3 v. fir-, y�c � Y ? ,-" r .�.. rc e. 0 '� U Y3.. r. 2 Sy3 '.tom r'" %r "^> 4 d. r `' A s n Ctrett 6 O Amps �r+�,'� {?5i 's'an's ...�` sr S ce.'*• � }�° Pett IDT 5495 l Mod I 1 t #oat Main Electrical Room :` Volt"s a f r � a x si4 { t k.,`!*7.""�'—r:�".� 'i, ..; 5495 r 5495 Pwr Module 1-1 Oa175 0.205 ,., . . : AC 5495 Circuit 1 .0. 0.000 0.000_; #12 Solid v° sic S? t?S= X30 O.aO l a 5495 Circuit 2 O 000 0.000--- #12 Solid ' X 0 0 ef0 . 0.00% NAC 3 5495 Circuit 30 000 O 04b--., #12 Solid " . ,2h - o iAC #4 ; 5495 Circuit 4 0 000 1 1799 - #12 Solid + 325' -� a� } ` �1�� y ° 5 az i° -'--'•ux 5495 Aux Power Out 0 000 0 000 #12 Solid lam(}"i}p = 4 . .0.a0%.:�- v- of 1 Standar tat (Ar`rips a 075 14t 4 rrptal arta C rrer�{ a) t temperature of 72 between solid and t x -�����m�.f � R�iW.I� F i. r x : "II,� j{ x � L 60 yy � �ebiY / �''l�,{pi+.%F 3 Y t tiii 1 arra %4 >y�} q y 4 3 2y" mow'^£ lU � `��✓ Wire resistances are based upon an ambient degrees F. Because of the minimal difference -- 9-� • § 7 Multiply � � Y �� �" 4i � W+C# '� {, '$$ „{gi Q �` tau Y Mtn rn�i� attery rs Rea ret 5 1 System Sensor P2/PC2 Hom/Strobe (110cd) System Sensor S/SC Strobe (30cd) Unused Unused Totals NOTICE A completed, signed, Tukwila Fire Drartrner.t Pre-test he presented to -.. .. - .. -... prior to \ ceotance T , • - . -i-e Alarm GI -.t 3'Stef ls. Failu:: of i:est will result in a Re -inspection Fee and term nation of the testing 14240 INTERURBAN AVE S #190 13-F-295 PAID DEC -4 2013 TUKWILA FIRE iZni)� Media Index. Building B. Suite 190 Fairway Center, Int rban Ave S. T 4r•1a. WA NUMBER. BY DATE REYLSfON For Permit SHEET TITLE SITE PLAN DATE 08/30/2013 DRAWN L.H. s AS NOTED A1.0 CO X6/4 /�� 4/ 0 100 101 I Office 103 (E) 102 (E) Vt-0 ti s. s Office 120 CO CNI 8'ar. Typ Office 128 Office 127 NI. (E) Office 126 rn o' u Office 121 rs )pen Office (E) 106 o Office 119 lL{j2 j/Lo- s (E) l 5� OfEe 105 Office 103 8'Typ. Office N 122 Office 118 Illdll M N (E) Kitchen 125 Break 124 Approx. Location of (E) existing electrical pEnel Office 114 113 116 115 Office 113 o (qIZ 112 'itc2 cI Shipping/Receiving CO O 108 109 �L( Open Office 110 Zo 1 112 Office 111 New stud watt, match existing wall thickness, see Detail B and Detail 2 A5.1 Existing watts to remain. Symbols AUX Auxiliary Power Supply Multiple Candela Horn Strobes Multiple Candela Strobes Media Index Fairway Center, x er Interurban Ave S. T s,,r la. WA NUMBER BY DATE REVISION 1 07-184013 FOR SHEET TITLE FLOOR PLANS DATE 3 DRAWN L.H. SCALE 1/4"=1'-O" A2.O 0 • 1 EMOLITION FLOOR P kls,/ 0 DEMOLITION NOTES: t Ronan adtattig .a. 2. Ramsay Extallny dberlreUts and we for roma 3. Rama catty floor (Manes and base. Typ. aR rooms except S. Reales eadsttg man tits and Wtat fbdmes ar! sem for ream 5. "Ong as req*e to install a pear of 30x70 doors 6. Remo no. 7. Remy Man 8 Denseati estalln0 YET 9. WIRY) YET to teach ia 1 x. Building B. Suite 190 Fairway Center, it -go Interurban Ave S. T . z. •la. WA NUMBER BY DATE REYLSION 07-16 -2013 N Comments StiEETITNE Demolition Plan 13- -zps' DATE Al 3 DRAWN L.H. SGLE 1/4"=1a-0" A2.O 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. Site Address: 14022 Interurban Ave S **PLEASE PRINT** King Co. Assessor's Tax No.: 3365901881 Suite Number: 6190/B180 Floor: 1 Tenant Name: Fairway New Tenant? p - Yes El - No Property Owner's Name: Belltown Investment Partner Mailing Address: 14220 Interurban Ave S Tukwila WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Travis Kinne Company Name: Fire Sprinklers Incorporated Day Telephone: 253-826-0099 Mailing Address: 1524 - 45th St E Suite 102 Sumner WA 98390 City State Zip E-mail Address: travis@firesprinklersinc.com Fax Number: 253-826-1033 Total number of new/relocated devices or sprinlder heads: 42 Valuation of Project (contractor's bid price): $ 5340 Scope of Work (please provide detailed information): Add and relocate sprinklers as required for new walls and ceilings. 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: Signa : ��� ��Date: 10/29/2013 Print Name: Travis Kinne Plan Permit App.doc Day Telephone: 253-826-0099 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fairway Center 14240 Interurban Ave S Suite 180 Permit No.: 13-S-270 Date: November 7, 2013 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'h inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. All code references are NFPA 13, 2010 Edition. • a////////I /I, - • 111111 GLU-LAM OR BEAM MODEL #SWG 20 ALL THREAD ROD HANGER RING SAMMY SIDEWINDER HANGER TYPE SW NTS GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS 2'-6"± (E) UPRIGHT -' DROP NIPPLE (3'-0") -- _ .::::::::211 44*;;''s I� t 2'-6"± DROP NIPPLE (3'-0") -- (E) ARM -OVER (0-4) -t (E) BRANCH LINE - 48" FLEXHEAD CEILING BRACKET iV//•YA///NN ,'.',' MYNA/!/N///YHN/YNA//YH 17121 r//YH/V/ 1/2" SSP TYP. FLEX DROP NTS ARM -OVER (VARIES) MECH. TEE INTO (E) BRANCH LINE 48" FLEXHEAD CEILING BRACKET ■ 20,22010ZMW/Gi V/YHi(//YHA//YNA//YNA//MNA///NA///HA// 1/2" SSP TYP. MECH TEE I // _ // I I I AREA OF WORK 1 ,r - I\..�� Office .v �.\."�.`��.�..� . I I 00 I Office! I 129 ! Kik en Office Office Office ' 1 R• I 728 I R I 127 = R I 126 125 1 _` Office =1 1 ,�� A Hall I 101 I �" 1127 I �i ; t t I { - �.6,666.�������� ! 1 �. i1iuI' . ,T i Il e Break 1 : ti a , , , , I , , , „, r Office Office ? ffice Office Rf :, 120 121 122 123 Rece•tion y I c. a : : S e I 102 Hall, I '`� I 126 I rr. I 1 1 Ojfice \ 1 I c 19 Conferen e I '`� co '`"� ' ' llffice \ • 17 I !; ,114 4. i Office Op•nOfice ,,l .` 103 106 j a ` e o Off •. s Office a R erver 115 $ ® „$ ` �. 1776 I -----0 I ................. ...............s.... ............N.,. ................................\....�...� figs 13 aI � �1 II is YI _ z Of ice f I • Offi a Shi.ping/Receiving Opgn Of ice ^ , 2 - 107 10P 1110��►} 6 i I I e Office r e f - Of ice iOff ce ffic 1 r- i o 100 i 111 e e 100 R J 1 FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" NTS NOTE: EXISTING UPRIGHTS IN COMBUSTIBLE BLIND SPACE TO REMAIN. WALL LEGEND: NEW FULL HEIGHT WALL (UNO) - EXISTING FULL HEIGHT WALL (UNO) SPRINKLER PIPE LEGEND: = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE +` = NEW 48" FLEX DROP SPRINKLER HEAD LEGEND: 0A = EXISTING PENDENT SPRINKLER HEAD = RELOCATED PENDENT SPRINKLER HEAD = ADD NEW PENDENT SPRINKLER HEAD = ADD NEW HIGH TEMP PENDENT SPRINKLER HEAD SCOPE OF WORK: ADD AND RELOCATE SPRINKLERS AS REQUIRED FOR NEW WALLS AND CEILINGS. GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UL AND/OR FM APPROVED. 2. PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET #13. 4. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 6. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET #13. 7. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 8. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 9. ALL FIRE ALARMS, WIRING AND MONITORING ARE TO BE INSTALLED BY OTHERS. DESIGN NOTES: 1. DESIGN AND SPRINKLER SPACING TO BE PER NFPA #13 (ORDINARY HAZARD). 2. PLAN SUBMITTAL TO AND APPROVAL BY THE CITY OF TUKWILA. 3. MATERIALS PER NFPA #13 STANDARDS AS SELECTED BY FSI. 4. TESTING PER NFPA #13 AND THE CITY OF TUKWILA. FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK, SCHEDULE 40 WITH BLACK, DUCTILE IRON THREADED FITTINGS. 2. SPRINKLER HEADS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X Y2 X 48" FLEXHEADS. 3. SPRINKLERS HEADS IN GWB TYPE CEILINGS TO HAVE 1" X %" ADJUSTABLE DROP NIPPLES. 4. SPRINKLER HEADS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 5. ARMOVERS LONGER THAN 1'-0" SHALL HAVE A HANGER. 6. TYPICAL HANGER TO BE SAMMY WOOD TYPE (UNLESS NOTED OTHERWISE). 7. CEILING GRID TO REMAIN AT EXISTING HEIGHT (8'-10"). 8. EXISTING BRANCH LINES AT 13'-0". • i KEY / SITE PLAN AREA OFWORK 1�fifi�}�Y 19 f inents ��syi J i Letter F.t It /These plans have ben , v,r d by The Tukwlia Fire -Prevention Bureau ro, r Of IL1 with current City F.-3ndards. ':74i.yL, L, en -ors and flissiOns which Go no t' 1 , t. ':'oLLdons of adopted : idard ; and ordinances. . Tiic resp3nsibility for the , ivacy of to'; the designer. scions : e! v:wi .. to tt.c..`.e drawings after uk.tc veli'. void a, wl:1 require a ,'submitta: of r&,./iS :{3 ..,.av t., >, .sdb: rit.(.;rtt approval. ',nal acceptance is si,ii uc rO fik ld test and inspection by ne Tukwila Fir Pr;:vj + I io i but -eau. )ate: 1I - 7-() 5'I� TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. I3 -S- and exact address for shut- down or restzion approval.. z SCALE: 1 /64" = 1'-0" lough DCce DRAWING SYMBOLS REVISIONS HYDRAULIC DESIGN INFO. HANGER LEGEND SPRINKLER HEAD LEGEND A_ALARM VALVE RISER A_ FLOW SWTICH RISER • - DRY PIPE RISER 0 - DELUGE/P.A. RISER - FIRE DEPARTMENT CONNECTION .8. - WATER MOTOR GONG - ELECTRIC BELL FLEXIBLE GROOVED COUPLING -�- - RIGID GROOVED COUPLING -0- -THREADED PIPE COUPLING - CONTROL VALVE - CHECK VALVE - PIPE HANGER (SEE CHART) - SEISMIC BRACE (SEE CHART) 9-0 (8-10) - WELDED PIPE TAG - BRANCHLINE NUMBER PIPE SIZE & LENGTH - PIPE SIZE & LENGTH (CUT) 100 - HYDRAULIC NODE * 10'-10" FF . - ELEVATION DATUM * 0'-10" TS . - CENTERLINE OF PIPE TO DECK MK DATE BY DESCRIPTION THIS SYSTEM IS pi THIS SYSTEM IS NOT HYDRAULICALLY DESIGNED HYDRAULICALLY DESIGNED A U -HOOK L "L" ROD SPRINKLER TYPE / SIN NUMBER MFG MODEL SYMBOL K -FAC THREAD TEMP FINISH CANOPY QTY - FLOW TEST - STATIC: B COACH SCREW ROD N TOGGLE NUT STANDARD SDRAY PENDENT/ R1015 RELIABLE MODEL G A 5.6 1/2" 155° CHROME CHR/REC 8 RESIDUAL: C "C" CLAMP P HDI -P STANDARD SDRAY PENDENT / F950 GRINELL F950 5.6 112" 155° CHROME CHR/REC 33 GPM FLOWING: D TOP BEAM CLAMP W/ STRAP R WEDGE ANCHOR STANDARD SDRAY PENDENT / R1015 RELIABLE MODEL G • 5.6 112" 286° CHROME CHR/REC 1 DATE & TIME: E EYE ROD S SAMMY SUPER SCREW (GST20) EXISTING STANDARD SPRAY PENDENT / F950 GRINELL F950 5.6 1/2" 155° CHROME CHR/REC N/A - SYSTEM DESIGN - F FLUSH SHELL SW SAMMY SIDEWINDER (SWG20) REMOTE AREA: G CEILING FLANGE SX SAMMY X -PRESS DENSITY: MAX AREA/HEAD H SIDE BEAM BRACKET T TRAPEZE J "J" BOLT U UNISTRUT POST K -FACTOR K SHORT CLIP W TOTAL THIS SHEET 42 Fire S srinklers WA CL# FIRESI*988RJ 1524 45th St E - Suite 102 Sumner, WA 98390 (253) 826-0099 PROJECT: Fairway TI y41822 -Interurban Ave S Suite yrs-) Tukwila, WA 98168 DESIGNER: Travis Kinne DATE: October 29, 2013 CONTRACT WITH: Pattison General Contractor 4148 148th Avenue NE - Bldg H Redmond, WA 98052 Kevin Huddleston - 206-423-4611 14240 INTERURBAN AVE S #190 13-S-270 SCALE: As Noted HAZARD: Ordinary Hazard PAID OCT 29 2013 JOB # TUKWILA FIRS 3332 ./7/4)0 3 SHEET# FP1 OF 1 AHJ: City of Tukwila 46,VAN SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** King Co. Assessor's Tax No.: J�J (a S c7 0 / g r l Site Address: 14240 INTERURBAN AVE S TUKWILA, WA 98168 Tenant Name: FAIRWAY SUITE 170 T.I. Property Owner's Name: BELLTOWN INVESTMENTS PARTNER Mailing Address: 14220 INTERURBAN AVE S TUKWILA WA 98168 City State Zip CONTACT PERSON -if there are questions about the submittal. Suite Number: / 7 Floor: New Tenant? ❑ - Yes ❑ - No Name: TRAVIS KINNE Company Name: ARCHER CONSTRUCTION, INC. Day Telephone: 253-872-7222 Mailing Address: 7855 S. 206TH STREET KENT City E-mail Address: tkinne@archerconstruction.com WA 98032 State Zip Fax Number: 253-872-7277 Contractor's City of Tukwila Business License number: BUS0992634 Total number of new/relocated devices or sprinkler heads: Valuation of Project (contractor's bid price): $ 3,404.00 Scope of Work (please provide detailed information): Add or relocated sprinklers as requested for the new ceiling and walls. 33 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 THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER Signature: AUT ORIZED AGENT: 2 Print Name: Travis Kinne Plan Permit App.doc Date: 10/21/15 Day Telephone: 253-872-7222 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Fairway Center Suite 170 14240 Interurban Ave S Permit No.: 15-S-186 Date: October 30, 2015 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods Tess than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ` of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2 1/2 inches and larger. • Restrain branch lines at the end sprinkler of each line, restrain against vertical and lateral movement, 9.3.6.3. • Restraints for branch lines shall be at intervals per table 9.3.6.4 and section 9.3.6.4, and restrain sprig ups greater than 4', 9.3.6.6. • Comply with ASCE 7-02, section 9.6.2.6.2 (e). • Ceilings used for flex drop attachments shall comply with ASTM C 635 and ASTM C 636 per section 9.2.1.3.3.2. • Where flexible sprinkler hose fittings exceed 6ft. in length and are supported by a suspended ceiling, a hanger(s) attached to the structure shall be required to ensure that the maximum unsupported length does not exceed 6 ft.(9.2.1.3.3.3). • Flexible sprinkler hose bends shall not exceed the maximum radius permitted by the listing. • Provide sprinkler protection beneath all obstructions greater than 4 ft. in width. • Extend sprinkler protection to all combustible concealed spaces. • Comply with NFPA 13 obstruction tables. • All valves controlling the water supply for automatic sprinkler systems and waterflow switches on all sprinkler systems shall be electrically supervised. • All interior control valves shall be readily accessible, labeled and located not more than 6 ft. above the floor. • Comply with obstructed/non-obstructed construction rules for sprinkler head placement. • Sprinkler heads spaced closer than 6 ft. apart must be baffled. • Modifications involving 20 or more sprinkler heads require hydrostatic test and system isolation if necessary. • For dry pipe and double interlock preaction systems in addition to the standard hydrostatic test, an air pressure leakage test at 40 psi shall be conducted for 24 hours. Any leakage that results in a loss of pressure in excess of 1.5 psi for the 24 hours shall be corrected. These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. • These conditions apply to all sprinkler piping exposed as necessary to accomplish the permitted scope of work. All code references are NFPA 13, 2013 Edition. II IIIIIIHIIIIIII[H •1I GLU-LAM OR BEAM MODEL #GST 2D ALL THREAD ROD \ HANGER RING SAMMY SUPERSCREVV HANGER TYPE S20 NTS FIRE SPRINKLER LEGEND = NEW PARTIAL HEIGHT WALL (EXTENDS 6" ABOVE CEILING GRID TYPICAL) = NEW PARTIAL HEIGHT WALL • — — = EXISTING SPRINKLER PIPE - NEW SPRINKLER PIPE =1"X 314" (ORM") X 48" FLEX DROP ▪ = EXISTING EC UPRIGHT SPRINKLER • = NEW RECCESED PENDENT SPRINKLER A = ADD NEW SPRINKLER R = RELOCATE EXISTING SPRINKLER NOTE: SPACE ABOVE CEILING IS COMBUSTIBLE. NO CHANGES TO AREA ABOVE THE CEILINGS EXISTING UPRIGHT COVERAGE TO REMAIN UNCHANGED CONFERENCE ,Pryf ,ff,f✓,,,,,f„f„ff,,,l. SCALE: 1/8” = 1'-0" FIRE SPRINKLER PLAN SCALE: 1/8" = 1'-O" HANGER ATTACHMENT ABBREVIATIONS SYMBOLS SPRINKLER BOLS 150 PSI AREA HAZARD CLASSIFICATION TYPE DENSITY AREA SIZE COVERAGE PER SPRINKLER HOSE SYSTEM DEMAND A BEAM CLAMP CL CENTERLINE OF PIPE * FF (CL) ABOVE FINISHED FLOOR SYM MAKE MODEL SIN# TYPE FINISH K -FAC. THREAD TEMP CANOPY QTY - PSI B SIDE BEAM BRACKET CTS CUT TO SUIT * BB (CL) BOTTOM OF BEAM 0 RELIABLE F156 RA1314 RECESSED PENDENT CHROME 5.6 112" 155° CHRIREC 15 - GPM C EYE SOCKET FO FIELD ORDER * TB (CL) TOP OF BEAM RELIABLE F156 RA1314 RECESSED PENDENT CHROME 5.6 112" 155° CHRIREC 4 D NUT & PLATE WASHER IFOW INSIDE FACE OF WALL * TS E KWIK-BOLT OFOW OUTSIDE FACE OF WALL F HDI•P NAS RIGID COUPLING —4— FLEXIBLE COUPLING G SAMMY SIDEWINDER UNO UNLESS NOTED OTHERWISE ARCHE SCOPE OF WORK: ADD OR RELOCATED SPRINKLERS AS REQUIRED FOR NEW CEILINGS AND WALLS. CLARIFICATIONS: 1. ALL AREAS PROTECTED BY A WET SYSTEM MUST BE MAINTAINED AT A MINIMUM OF 40°F (BY OTHERS) IN ORDER TO PREVENT THE PIPE FROM FREEZING. EXCLUSIONS: 1. TAXES OF ANY TYPE. 2. ELECTRICAL OF ANY TYPE. 3. UNDERGROUND PIPING OF ANY TYPE 4. STRUCTURAL VERIFICATION & ABATEMENT OF ANY TYPE. 5. LABELING, PREP FOR & PRIMING OR PAINTING OF ANY TYPE. DESIGN CRITERIA: 1. CRITERIA BASED ON NFPA #13 AND CITY OF TUKWILA. 2. DESIGN CRITERIA AND SPRINKLER SPACING TO BE PER NFPA 13 - ORDINARY HAZARD. FIELD NOTES: 1. HANGERS TO BE SAMMY WOOD SCREW (UNO). SEE HANGER TYPE H ON SHEET FP1. 2. ALL THREADED PIPE TO BE BLACK SCHD 40, JOINED WITH THREADED FITTINGS. 3. ALL NEW GROOVED PIPE TO BE BLACK FLOW PIPE, JOINED WITH GROOVED COUPLINGS AND FITTINGS. 4. EXISTING WATER PRESSURE EXCEEDS 100PSI, ALLARMOVERS.OVER 1'-0" TO HAVE HANGER. 5. PER CITY OF TUKWILA HEAD SPACING NOT TO EXCEED ORDINARY HAZARD SPACING (130 SQ. FT. PER SPRINKLER). 6. SPACE ABOVE CEILING IS COMBUSTABLE. EXISTING UPRIGHT COVERAGE TO REMAIN UNCHANGED. 7. ALL CEILING GRID IS EXISTING. CEILING HIEGHT IS 9'-0". 8. EXISTING BRANCHLINE PIPING @ 13'-3" +/-. VICINITY MAP SCALE: NTS RE DEPARTMENT T :fuse call 206-5754407 and give thls Fire Permit No, d exact addles for v't- o o1' restoration approval. WSCL#: ARCHEI*219DR s CCy FIRE SPRINKLER PLAN SCALE: 1/64” =1'-0" Without Comments As Noted in Rei Per The Attached Letter -hese plans ha er, i 'viewed by The Tukwila Fire •„«9ntion Bureau for conformance with current City -..,cards. Acceprz,c <' :s 5ubj t.7to , i-rors and :li;sions which do not „I;;torize wiolations of adopted -..ndards and ordinances. FhE resounsibility for the cequacy of design rest-.- totalis' with tate designer. ,dditlons, deletions or rdViSiOnS Ito h se drawings after ti is date will void this acceptance aid will require a resubmittal of revised drawings fo'• subsequent approval. Final acceptance Is subject to field test and Inspection by The Tukwila Flre Prevention Bureau. Date: / -30 l By: 14240 INTERURBAN AVE S #170 15-S-186 PROJECT: CONTACT: Fairway Suite 170 Ti 14240 Interurban Ave S Tukwila, WA 98168 FIRE SPRINKLER PIPING PLAN PERMIT NO: - JOB NO: S15-175 H SAMMY SUPERSCREW COJ CUT ON JOB COACH SCREW ROD K CEILING FLANGE T TRAPEZE TOTAL PROJECT SPRINKLERS =19 TOTAL SPRINKLERS THIS SHEET 19 FIRE SPRINKLER DIVISION 7855 S 206TH STREET, KENT, WA 98032 PHONE 253-872-7222 FAX 253-872-7277 CONTRACT W/: EDI CONTACT: PAIDChuck Lindberg PHONE: OCT23 2015 425-255-5467 k 3 1,23r AUTHORITY: City of Tukwila DESIGNER: Travis Kinne SCALE: As Noted DATE: October 14, 2015 REVISED / / PLOTTED FP 1 OF 1 0G/ SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: ) Ho2 Li O iNA .2uRC3AN AU E S. King Co. Assessor's Tax No.: 33 to 59 I n1 1 /70 Suite Number: 1 Floor: N /Fl Tenant Name: FAi YsJTo.01 CENTEP` — iN U Q New Tenant? - Yes - No Property Owner's Name: net -LTD WN 1N V EST MEN Mailing Address: .2 502 -2 AVE S 41.52 ID 3EATrt_e vvA c a�► City State Zip CONTACT PERSON -if there are questions about the submittal. Name: 1LP - L AVJ'O IU Day Telephone: (2 U (o) 13 (0— 6:3 L4 Company Name: \Af Sli ALA eM) 1 N C Mailing Address: .:2 030 A IR FOR-7 IAL) s- 3 EF'ZYLE WA A 0I S q CityState Zip E-mail Address: H t—RAWLS WT) tv "' ASH t i ON • t. -e, [ Fax Number: (2Ox, 72 l'-/ Contractor's City of Tukwila Business License number: BV.S — 099 S 5 Total number of new/relocated devices or sprinkler heads: 1 1 Valuation of Project (contractor's bid price): $ o?, QS() Scope of Work (please provide detailed information): Ce. to Ca t,r s3 no ti fico. her" oL- Ytce4 e ncl in �tUtLt Sltiubet, l loots � ► DUAL)* dD 4u() L 2 roNyes\-c. - /-iib — R crkc to•e,ctCckfon a-vLCQ-o fieb neN O- i PERMIT APPLICATION NOTES Value of Construction — In all cases, a value of construction amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Fire Marshal to comply with current fee schedules. Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER OR AUTHORIZED AGENT: Signature: Print Name: ft \ Cuni +'� Plan Permit App.doc Date: 10 ice. i 201 S - Day Telephone: A)0 L(3()- 5.344c) 8/22/14 TFD FP Form 8 4974v SITE LOCATION CITY OF TUKWILA FIRE MARSHAL'S OFFICE 206-575-4407 FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRINT** Site Address: 1421-0 I NTC2U28AN AVF S' King Co. Assessor's Tax No.: i'365' O I S81 Suite Number: fl 0 Floor: Tenant Name: 951-1R\A14_CEN i EK eU 1 l WV G New Tenant? ❑ - Yes g- No Property Owner's Name: k3ELLTDLuty iN VCS -i- etVS Mailing Address: 02505 2 NC) Me Ste ,52D. - City CONTACT PERSON -if there are questions about the submittal. Name: N \ t? L) L 1� * Day Telephone: (ZOb) '(3(c• - 58Y9 Company Name: W fll+I N 6T2) (U A -L °1 _yyl 1 iV C Mailing Address: .2O 30 (-}(R 'R - W S- JFfi1'LE sM\ 9'$13 L) City State Zip E-mail Address: H 4t.v Y'. @ Loci S h ��� t�(�Qict Yrt . Coop.) Fax Number: (260) 32 2' 7 Zt L. Contractor's City of Tukwila Business License number: 1 U S - 0'192S 5 Total number of new/relocated devices or sprinkler heads: foZ- Valuation of Project (contractor's bid price): $ 2,560 Scope of Work (please provide detailed information): VPD -t ioYvAttaa- i v0a.A3 aextXCQir- tN wbe. 'insAatk,rvX g ho((, SrD1=7) 1 5Whiz_1 ec,fCl sa‘- wc,. ,r Si- ppL3 PERMIT APPLICATION NOTE 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. 1/1/41-A 4)%12.1 State Zip Expiration of Plan Review -Every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 180 days after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 180 days after the time the work is commenced. The Fire Marshal is authorized to grant, in writing, one or more extensions of time, for periods not more than 180 days each. The extension shall be requested in writing and justifiable cause demonstrated. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OR WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OW ER OR AUTHORIZED AGENT: Signature: _ � i %�� Date: 1 1 / 30 /?__61 5 -- Print Print Name: ft OL \ Let .LA_"njrl Day Telephone: ( 2-0(o) 1-13b-- 6 3 (. moi Plan Permit App.doc 8/22/14 TFD FP Form 8 - AREA OF WORK 185 - FROM E FPS NO (DEVICE, ORIGINAI STING `ICA110N CKT. ARE EXISTING LEFT IN LOCATION OR RELOCATED) As Per i"s' I' plans have been v+ vt __ , s +,Vl a Fire f . t City: L:iriorl BGre�.: for ct�n:� r� � _ i ci!ds. Accer,+_ancE.. ? suty,e:-: F and `signs which do!lot authc1ize ‘!: adopte .,c arils and ordinal.ces. The -eS. -,1Stili! _, for the r uacy r7.2 +t::i' PS, tial _ ,'eVisiOls to teesc ,:rawino,s a date WIi a o c ,,vebtan `e a, ieduire a J_+J`-I?iiac�f t:c r a �JViisys (of appro FPS1 Battery Calculation PROJECT NAME: Required Standby Time: Required Alarm Time: 11/30/2015 FAIRWAY CENTER BLDG B 24 Hours 5 Minutes FPS Device Type Regulated Load in Standby Number of Devices - 5495 Power Module 1 X Current (Amps) TOTAL STANDBY LOAD 0.07500_ Total Current (Amps) 0.07500 0.07500 Regulated Load in ALARM Device Type Number of Devices FPS ,SPS FPS FPS FPS - 5495 Power Module -1 (See Voltage Drop Calculations) -2 (See Voltage Drop Calculations) -3 (Spare) -4 (Spore) Current (Amps) 0.20500 0.85200 0.59400 0.00000 0.00000 _ Total Current (Amps) 0.20500 0.85200 0.59400 0.00000 0.00000 :?a! accepta is : to field test and inspectio Tukwila Firs. Pie.vrItlon Bureau. ate: 0185 #14/2 FPLR FROM NEW FPS1-1 TUKWILA FIRE.'LE7'PARTl`= ENT -:r1! 236-575-4407 and No. q.ti e this ti Perrifc Noe 30 EOL 30 FROM FPS1 OMNI .111.110 WINO 11111MO c7exactd 1:: ss for ut- on or 1 s oaticn approval. SHEET NOTES: 0 FIELD VERIFY LOCATION OF NEW POWER SUPPLY. kN DEMO kN� DEMO E'P A 30 I 115 roc DEMO (2 DEVICES) rNNl DEMO EOL 115 DEMO NOTE: DEVICES ARE EITHER HANGING FROM CEILING OR ABOVE THE GRID FIRE ALARM PLAN SCALE: 1 /8"=1'-0" 0 4' SCOPE OF WORK - EXISTING CKT DEVICES TO REMAIN IN ORIGINAL LOCATION OR RELOCATED AS NEEDED. - INSTALL NEW HORN STROBES/STROBES AS INDICATED. INSTALL NEW POWER SUPPLY (5495) FOR NEW DEVICES. - DEMO NOTIFICATION DEVICES AS INDICATED 'FACP CKT. 3 NOTICE A completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to commencement of Acceptance Testing of any Fire Alarm and Detection Systems. Failure of test will result in a Re -inspection Fee and termination of the testing \_#16/2 FPLR \J' 5�`� POWER EXPANDER FPS EXISTING CKT. 120 VAC (DEDICATED CKT.) 5495 POWER EXPANDER NEW FPS1 3 4 ellll 00000 61, TOTAL ALARM LOAD 1.65100 r Sta dby Load Orient (Amps) Alarm Load Current (Amps) TotDerc Battery Requirements Required 0.07500 X 24. Standby Time in Hours 00000 = 1.80000 Ampere Hours (before derating factor) ing Factor Required 1.65100 X 0. Alarm Time in Hours 08333 = 0.13758 TOTAL AMPERE HOURS REQUIRED ATTERIES TO BE PROVIDED (2 - 12v) 1.93758 X 1.2 2.32510 7 AH Point to Point NAC Voltage Drop Calculation 11/3012015 Project Name Circuit Number Nominal System Voltage Minimum Device Voltage Distance from source to 1st device Wire Gauge for balance of circuit Max Output Current Total Circuit Current End of Line Voltage DESCRIPTION FAIRWAY CENTER BLDG B FPS1-1 EXISTING FPS CKT. volts volts feet amps amps volts Wire Gau•e Resistance Per 1000 3.07 3.07 20.4 16.0 125 14 Gauge 14 Distance from source to 1st device 1.50 0.852 19.21 Circuit is within limits I Device Current Distance previous device 125 Voltage at Drop from Percent Device source Drop 19.75 0.654 3.21% 19.41 0.992 4.86% 19.26 1.139 5.58% 19.23 1.175 5.76% 19.21 1.192 5.84% Device 1 Device 2 Device 3 Device 4 Device 5 0.066 0.286 70 0.286 48 0.107 27 0.107 26 Totals 0.852 296 Device 1 Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 11/30/2015 Project Name Circuit Number Nominal System Voltage Minimum Device Voltage Distance from source to 1st device Wire Gauge for balance of circuit Max Output Current Total Circuit Current End of Line Voltage DESCRIPTION FAIRWAY CENTER BLDG B FPS1-2 EXISTING FPS CKT. volts volts feet amps amps volts Wire Gauge Resistance Per 1000 3.07 3.07 20.4 16.0 175 14 Gauge 14 Distance from source to 1st device 1.50 0.594 19.54 Circuit is within limits I Device Current Distance previous device 175 Voltage at Drop from Percent Device source Drop 19.76 0.638 3.137. 19.72 0.676 _._ _ 3.31% 19.59 0.807 3.96% 19.54 0.856 4.19% Device 1 Device 2 Device 3 Device 4 0.079 0.079 12 0.218 49 0.218 36 Totals 0.594 272 Current Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). Point to Point NAC Voltage Drop Calculation 11/30/2015 Project Name DESCRIPTION FAIRWAY CENTER BLDG B Circuit Number EXISTING FPS CKT. Nominal System Voltage EXISTING PULL STATIONS volts Wire Resistance 20.4 Minimum Device Voltage 16.0 volts Gauge Per 1000 Distance from source to 1st device 100 feet 14 3.07 Wire Gauge for balance of circuit Max Output Current Total Circuit Current End of Line Voltage SMOKE DETECTOR amps amps volts 14 3.07 BY OTHERS 1.50 1.208 18.57 Circuit is within limits I Distance nal) VERIFY Device previous Voltage at Drop from Percent ADDRESSABLE MONITOR MODULE Current device Device source Drop Device 1 0.107 100 19.66 0.742 3.64% Device 2 0.176 17, 19.54 0.857 4.20% Device 3 0.079 45 19.29 1.112 5.45% Device 4 0.079 32 19.12 1.278 6.27% Device 5 0.079+ 2 19.11 1.288 6.31X Device 6 0.079 40 18.94 1.457 7.14% Device 7 0.079 2 18.94 1.464 7.18% Device 8 0.107 24 18.86 1.542 7.56% Device 9 0.079 36 18.76 1.636 8.02% Device 10 0.079 46 18.67 1.733 8.50% Device 11 0.107 32 18.61 1.785 8.75% Device 12 0.079 22 18.59 1.806 8.86% Device 13 0.079 46 18.57 1.829 8.96% Totals 1.208 444 END OF UNE RESISTOR Notes: Wire resistance is doubled in the calculations for two wires (Positive and Negative). The voltage calculated to the last device must not be lower than the manufactures listed minimum operating voltage (IE: rated operating voltage 16-33 VDC (24 VDC nominal)). 30 875 a 15 a 15 i.15 p 15 15 a 30 \] 15 15 C7 30 C7 15 �715 ® ®174/242424.12. rc�r�atyt EXISTING ( INDICATING CKT. ) 15 185 #14/2 FPLR (CLASS B) 15 15 #14/2 FPLR (CLASS B) SPARE SPARE FIRE ALARM RISER SCHEMATIC: NO SCALE 185 115 ,®,11 5 E. DIAGRAM 30 14240 INTERURBAN AVE S #170 15-F-202 FIRE ALARM SYMBOL LEGEND HOSE: ALL SYMBOLS MY NOT BE USED ON THIS PROJECT SYMBOL DESCRIPTION MOUNTING ng FIRE ALARM CONTROL PANEL WALL -TOP 0 66" EXISTING PULL STATIONS FPS FIRE ALARM POWER SUPPLY FIELD VERIFY FSA FIRE SYSTEM ANNUNCIATOR WALL -TOP 0 66" RTS REMOTE TEST STATION FIELD VERIFY 0 SMOKE DETECTOR CEILING Oz -r- DUCT SMOKE DETECTOR BY OTHERS 01 HEAT DETECTOR CEILING E ADDRESSABLE CONTROL MODULE nal) VERIFY E ADDRESSABLE MONITOR MODULE FIELD VERIFY 0 MANUAL PULL STATION WALL 0 48" R CONTROL RELAY (MULTI -VOLTAGE) nap VERIFY Z ADDRESSABLE RELAY MODULE FIELD VERIFY __.<7.)___ WATER FLOW SWITCH BY OTHERS _. - VALVE TAMPER SWITCH BY OTHERS `r CEILING MOUNT STROBE FIELD VERIFY 0 CEIUNG MOUNT HORN / STROBE FIELD VERIFY al HORN WALL 0 10'-0 HORN / STROBE WALL 80"-96" SPEAKER / STROBE - WALL 80"-96" al SPEAKER WALL 0 90" co STROBE WALL 80"-96" al NOTIFICATION DEVICE (TO BE DEMO'D) FIELD VERIFY ABBREVIATION DESCRIPTION VA -‘ GW) 3 E EXISTING DEVICE N NEW DEVICE R RELOCATED DEVICE 2 DEVICE ADDRESS L1D001 OR DO11 - D L ' #1 (Dau - bEHorEs oElEcroRt MODULE WP WEATHER PROOFtL EOL END OF UNE RESISTOR EOLR END OF UNE RELAY 1- 16 2 1WP AWG AMERICAN WIRE GAUGE TWP TWISTED PAIR t+nRE CT0 0UNT +gal Cot>x1 TWSP TWISTED SHIELDED PAIR FPLP a FIRE POWER LIMITED PLENUM cAetEs (rF 0#1trIED lY 1 CABLE NEEDED) FPLR ARE POWER UMITED RISER GENERAL NOTES: 1. THESE DRAWINGS ARE DIAGRAMMATIC. REFER TO THE ARCHITECTURAL DRAWINGS FOR EXACT DIMENSIONS. 2. INSTALLATION SHALL COMPLY WITH NEC, NFPA 72 AND ALL OTHER APPLICABLE CODES AS REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION. 3. WIRING DEPICTED ON THESE PLANS IS SCHEMATIC - ACTUAL WIRE LOCATIONS MAY DIFFER FROM THESE PLANS. WIRING SHALL BE PERFORMED AS ACTUAL BUILDING CONSTRUCTION CONDITIONS ALLOW AND TO MINIMIZE PENETRATIONS THROUGH AREA SEPARATION WALLS AND FIRE WALLS. THE USE OF A RACEWAY IS PERMITTED AS LONG AS NO 110V OR HIGHER VOLTAGE CABLES ARE IN THE SAME RACEWAY. 4. FIRE RATINGS SHALL BE MAINTAINED FOR ALL PENETRATIONS THROUGH FIRE -RATED CONSTRUCTION. _ 5. POWER FOR ALL FIRE ALARM PANELS AND FIRE ALARM POWER SUPPLIES MUST BE PROVIDED BY A DEDICATED AC BRANCH CIRCUIT. 6. POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST REMAIN SEPARATED IN CABINET. ALL POWER -LIMITED CIRCUIT WIRING MUST REMAIN AT LEAST 0.25" AWAY FROM ANY NONPOWER -LIMITED CIRCUIT WIRING. FURTHERMORE, ALL POWER -LIMITED AND NONPOWER -LIMITED CIRCUIT WIRING MUST ENTER AND EXIT THE CABINET THROUGH DIFFERENT KNOCK OUTS AND/OR SEPARATE CONDUITS. 7. WHEN UTILIZING CLASS "A" CIRCUITS, SEPARATE OUTGOING AND RETURN CONDUCTORS OF CLASS "A" CIRCUITS BY A MINIMUM OF 12" WHERE RUN VERTICALLY AND 48" WHERE RUN HORIZONTALLY. 8. WHEN UTILIZING SHIELDED CABLE TIE SHIELDS THROUGH AND INSULATE AT EACH JUNCTION BOX. INSULATE AND TAPE BACK AT END. 9. ALL FIRE ALARM CABLING SHALL BE ACCEPTABLE TO THE FIRE ALARM EQUIPMENT MANUFACTURER FOR THE INTENDED PURPOSE. 10. SMOKE DETECTORS SHALL NOT BE INSTALLED UNTIL AFTER CONSTRUCTION CLEAN-UP IS COMPLETED AND FINAL. 11. LOCATE SMOKE DETECTORS A MINIMUM OF THREE (3) FEET FROM MECHANICAL DIFFUSERS. WALL -MOUNTED SMOKE DETECTORS SHALL BE LOCATED A MINIMUM OF 4" AND A MAXIMUM OF 12" FROM CEILING. CEILING -MOUNTED SMOKE DETECTORS SHALL BE MOUNTED ON CEILINGS AND NOT ON THE BOTTOMS OF BEAMS OR JOISTS. 12. PROVIDE . SYNCHRONIZATION OF ALL VISUAL NOTIFICATION APPLIANCE CIRCUITS. PROVIDE ALL REQUIRED SYNC MODULES. PROVIDE A MULTI -SYNC MODE SLAVE CONNECTION BETWEEN ALL SYNC MODULES. 13. VERIFY ALL FIELD SELECTABLE AUDIBILITY SETTINGS OF NOTIFICATION APPLIANCES WITH FIRE ALARM CONTRACTOR. 14. UPON COMPLETION OF THE FIRE ALARM SYSTEM INSTALLATION AND PROGRAMMING, THE INSTALLING CONTRACTOR SHALL PERFORM FINAL TESTING OF THE ENTIRE SYSTEM, PER ALL APPLICABLE CODES, AND SHALL COORDINATE AND PERFORM A FINAL FIRE ALARM SYSTEM INSPECTION. 15. PROVIDE OFF-SITE MONITORING AS REQUIRED BY THE INTERNATIONAL FIRE CODE, SECTION 907.15 AND THE LOCAL AUTHORITY HAVING JURISDICTION. 16. INSTALLING CONTRACTOR SHALL, PHYSICALLY, LABEL ALL INITIATING DEVICES AND NOTIFICATION APPLIANCE CIRCUIT END OF LINE (WHEN WIRING CLASS "B"). THESE LABELS SHALL BE IN PLACE PRIOR TO START-UP AND TESTING. TI OPERATIONS MATRIX D 0a- 0 w ix FIRE ALARM INPUT ACTIVATE ALARM INDICATOR ACTIVATE AUDIBLE ALARM 1 ACTIVATE TROUBLE INDICATOR ACTIVATE AUDIBLE TROUBLE INDICATOR TRANSMIT ALARM SIGNAL TRANSMIT TROUBLE SIGNAL EXISTING PULL STATIONS 0 FIRE ALARM AC POWER FAIL 0 FIRE ALARM LOW BATTERY 0 0 OPEN CIRCUIT 0 0 0 GROUND FAULT 0 0 0 NAC SHORT CIRCUIT 00 0 LOSS OF AC TO BUILDING 0 0 n PAID DEC -1 2015 TUKWILA FIRE 5794 W. Hooper, UT 84315 Office: 801.985.0410 frilSo. www.uncad.net LICA tnc. 0 .2s 0 8 0 CO CO CV CvD CO CD Z C ea o L O I� V I Z Lel CO E Q r.▪ T4a 03 z 6 CO 1 W 1- z w URBAN AVENUE SOUTH NGTON 98188 Z J 0 2 J W LL DRAWN JPB UNICAD JOB #15770 CHECKED WAYNE B. HAWS NICET N 90496 DATE 11/12/2015 REVISION 1 SCALE 1/8"=V-0" FA -1 133924 1 10 1 STANDARD HANGERS (Circle hanger(s) to be used) 1w L-•- FASTENER U.N00a 2W `CEILING PLATE (OPTIONAL, 3C COACH SCREW R00 —PIPE RING P.e •;0'.: •,ol FASTENER (POWDER STUDI LROD COUPLING -.--ALL THREAD ROD (!)--P1PE RING 4C 5W 5C 5s C D F G • o, 0 01 CONCRETE ANCHOR t0RIl1E01 R00 COWLING ---ALI.THREAO R00 PIPE RING FASTENER E_ - -• SIDE BEAM .RACK(T ICLIPI -- ALL THREAD R00 • -PIPE RING FASTENER 6W SNORT STRAP SPRING 10A0E0 • TOGGLE \—CEILING PLATE IOPTIONALI 7W — ALL THREAD R00 PIPE RING gg HEX NUT F_ ---q FLAT HASHER L -- 8S 9S 1OS ALL THREAD R00 �- WE RING TOP BEAM C CLAMP . —All THREAD 11W 11S 12S 13S R00 PIPE RING TOP BEAM C CLAMP ALL•TNAEAO R00 -.PIPE RING _ALI THREA0 R00 14S 14W 14C SB -1 *PIPE RING FASTENER. CAP OR STOP TRAPEZE BAR. CHANNEL PIPE. OR ANGLE IRON +— ALL THREAD R00 -.--PIPE RING fl..... TOP BEAM CLAMP — THREADED U SOLT FASTENER TOLCO CLAMP/ FIG, Kw SB -2 FASTENER -- BRACE FITTING COMPLETE 0 BRACE • TOE +ORACF rfTnnc COMRETE WIFASTENER BRACE FITTING r-ENU PIPE CLAMP SWAT BRACE PIPE LB .O A.. A 1 R WINUTS ARO HASHERS • : JUN 81990 Tinklercd: As meeting requirements of this Iwreau rot classification as the attach however, system changes or vedrrrate ons as recommended applies to plans S sue ml t will and in true shown th001011. submitted and for construction and tlu final Dance. instillation subl to inspection t All co s conditiand ons upon tire insurance rates. Threlate ey arelnot to bye con- strued oo sverious wayupon the quo ton of whether "due care" has been as bearing in any p oss le liability fors personal ch may relto o props with t It is recog ,Fsvr+� Z ly result indamagetill exls l 1n toss IMPORTANT In localities subject to freezing ,conditions, it is the owner's responsi- bility to provide heat throughout wet pipe sprinkler systems 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 is the property of Grinnell Fire Protection Systems Com- pany. Inc. and/or its subsidiaries and is loaned upon the express conditions that the same *be returned to GFPS upon request; all information herein contained shall be treated as secret and confidential; no reproduction of this drawing or any part thereof shall be made without the written consent of GFPS. •• CONTRACT RESPONSIBILITIES G.F.P.S. OTHERS ITEM STREET WATER CONNECTION UNDERGROUND WATER MAINS • .4..-_-- b r • PROJECT DATA :. PROJECT ADDRESS: CONSTRUCTION TYPE: OCCUPANCY: ZONING: 14244 Interurban Avenue South (B) Tukwila; Washington • VN Sprinklered . ` • B-2 Office M1•' • CODE REQUIRI=MENTS: All work shall conform with the 1988 Uniform Building Code, State Energy Code and, alt applicable codes and ordinances. • GENERAL NOTES: 1. Do not scale dimensions from drawings. Use calculated dimensions only.. Notify the Architect immediately if conflicts: exist: All dimensions are toface of framing, unless otherwise noted orf drawing. 2. Contractor: shall verify all existing conditions prior to initiating the work.. Notify. the Architect of any discrepancies•• t• 3. Verify all rough -in dimensions for plumbing, mechanical and electrical . - . equipment.. Provide necessary structural support for equipment as required 4. All sprinkler, mechanical and electrical work shall be Bidder -Design and - conform with Park Properties requirements. :. LEGAL DESCRIPTION: .Lots 1-7 block 18 of Hillman's Seattle Garden Tracts. ASSESSOR ACCOUNT NUMBER: • 336590-1881-06/000280-0001-00 • • P 1 IL, 6`ITG 1 PHLII O / \Cs \QX f!/ =v-"T • 1 i -I , up. rio h l Tl,c:4-1 L1-2.6..,t,,,V- E>4 1 SPG roUcv 4D Ptitr,1 rIrt✓ T° W /•- 49 • > \ \Q/ >44,s# .44r147* ve r \c• 'Veal' •I •t, 7 1> t isrGti: pct Nrr' -t3 r '117>e 1TY ter" ) _. ram t LcvG/1-T to -1.`I ,... _. 1-441' G�.�-lT�r� c� TIr...c� • . s:sts ru• eANGCR FLv:N-AII 51 A •.F4, S PN Fi4IZ'Z. -2.'b 1JtC.0 43440'.• Washinis on •fiUkwlLA FIR DEPARTMEt4t Please cant 575.4407 =--aid-- -thisjob o► 9() 0/3 .s ,,. • exact address for shut= a'�n*,r restoration appy© ��. � ..•AIS • • fi— u_. �:1 ®s 1 Pa 71, to WITHOUT COMMENTS. ❑� I-. •-�J i''I „.� i ice:) ll�:! _) ❑ PZiR THE A'i-•IACriED LETTER The drawings affixed hereto have been revi wei and a'cl epte•1 by the City of Tul.•vit.1 Fire O:: ..:1 dek,tipris or re✓ision.; t) ;� `'1 will date . ,,;�i .1 ;• require :: Fin:,! ;a i:> , (�'•}• G iul•e'n� :'Y: CITY 3F 1 1i<V/ LA 5i5 441 C D F G 5Tn 'F t�� 1 �?rff J _,...1. -..ii. � tI JUN /71930 m..4tt q .1 J LJ \_t -.2L1.7)13 t-.t.rata-t N r� R o4is - c> N oKt•,�'`.GP. ur-N�t�r.�uT�l�- rr.:. I,j14 No At 4990 • ii),E-k-4. ' Y fs �t /S. 1 144 -7_12.0p EXCAVATION SPECIAL REQUIREMENTS FOREMAN NOTE BACKFILL • WIRING PAINTING 0 DOMESTIC PIPE 0 SCHEDULE 40 E M. MATERIAL. O GALVANIZED PIPE O GALVANIZED FITTINGS O GALVANIZED MATERIALS • O SPECIAL FITTINGS ANY DESIGN CHANGES OR ADDITIONAL MATERIAL REQUIRED FOR THIS PROJECT MUST.BE CLEARED AND ORDERED THRU THE ENGINEERING DEPT. TYPE fn41 se' ORIF. taN SPRINKLERS TEMP. FINISH •CANOPY GHRH SYMB. QTY. ( L.- c.1-tru 1 TOTAL THIS SHEET • 0 Hydraulic Reference Point •I0 Line Designation • .. • •13• Ct of Pipe Below Bottom of Deck Q of Pipe Above Ref. Plane A• Main Designation +. Earthquake Bracing: —PL- Hanger --10-- Union — i Screwed Cap •. —41 Grooved Cap — 4 Screwed Plug Elevation Change in Pipe • (not thru floor) • • 2 & 4 Way . r • SYMBOLS •*C}- Gate Valve - N.R.S. (GV) -*Q- OS & Y Gate Valve (OS & Y) Flow Switch (FS) O Monitor,Switch - Butterfly Valve • Alarm Valve (ALV) Electric Bell g e Water Motor Gong (WMG) - (e Wafer Check Valve -f-4- Swing Check Valve ® System Riser ' Fire Dept. Conn. (Standard) (FDC) Fire Dept. Conn. (Frush) (FDC) ty' Fire Dept. Conn. (Sidewalk) (FDC) —� Post Indicator Valve (PPV) F� Fire Hydrant (3 Way) -�, Thrust Block .4. Key Gate Sectional Valve with Roadway Box old Fire Hose Assembly (see notes)' - , .Inspectors Test —a- Grooved Coupling (GC) — Q)- Flanged Connection -a- Globe Valve Angle Valve Dry Pipe•Valve ABBREVII.TIONS BOB Bottom f Beam BOD Bottom of Deck BOP Bottom <i11 Pope DO Ditto HV Hose Va Fe N & C Nipple a. d Cap NIC • Not on C mtract NTS Not to S•:ale OBI Open Ba Joists PRV Pressure ,led. Valve RM Roof Ma,ifold SP StandpIF: TOB Top of a tam TOP Top of P pe TOS Top of Steel UON Unless Otherwise Noted BY REVISIONS - SEE FLAGGED AREA ON PLAN r - t2w.A-�✓ : Cr.„1.41T-12. 14.240 It4T E- RU rzse4 4- Ave.. S. Tu kwtt,r w. - DRAWN BY: CHECKED BY: SYSTEM TYPE WET 0 DE LUG DRY ❑ PREACTION ❑ • APPROVALS O ISO OUT IN O IRI OUT IN GRL;lNELL FIRE PROZ'EC7'ION 14240 INTERURBAN AVE S #156 DESCRIPTION: TEN/4.11 HAZARD CLASSIFICATION: SYSTEM DESIGN DATA SYSTEM AREA: DENSITY • HOSE SQ. FT. ALLOWANCES: TOTAL SYSTEM GPM. AT PSI. AT %TER SuPPLY INFORMATION: STATIC PRESSURE SiOuAL PRESSURE AKEN AT DATE* Ca -r -ct© THESE PLANS PREPARED AT: ENGINEERING DEPARTMENT PSI. WITH GPM FLOWiNG DRAWING NO.. Oct. 21 2015 2:49PM ARCHER. - CONSTRUCTION, INC No. 3395 P. 1 7855 S. 206th Street. Kent, WA 98032 253.872.7222 • Fax 253.872.7277 ARCHEI-219*DR FIRE PROTECTION DIVISION October 23, 2015 Tukwila Fire Department M Metzler, I am requesting a shutdown number for the demo work ONLY at the Fairway Suite 170 TI, located at 14240 Interurban Ave S. Complete fire sprinkler drawings are currently submitted for permit. Please let me know of any other questions or concerns you may have. Sincerely, Travis Kinne, Project Manager 144/24i. _ (.44.2)), i ref]Ki n Nat: P,i! TT *°.; j^+ (TA 0C 575 and :.,aaof Permit No. ..i�oi nd ` = '� .... shut- � �.� ;.,.�� 'IvIn or r; storf'on approval. UTILITIES -FIRE PROTECTION oz/-e &f'Jj 11, REFLECTED CEILING FAN tJ '1 tsA 'Res R'^ EX ST ) T LYS S F2.. >✓ ' 4er 1 4 1 i SCALE I/8' = I -O' 0 urLie 75 • 11• ...or... IBJ OTE S l�t5tc.v•.1 E tZ F?!� �Qr/\oJ�Ls 2 —o R. "r -Ft iI— A I-M1.�¢ IALS Lk L r M A,??IZ°tie 13 O i? A i-laz 13ota 4c L6•Jc,tR Surr'oQ t As • - 8 IZ- rzElcG.ptTE •a - ASD Tom 1 l CI LL- K.a 11 1So TU Q�„,Ai.J LoL. Al1 'r10� 1(o is •—"Al E I 1 Zrt mt.) "1--t-kir.►.T vJi'L No 5 Clip Hangers ■ Hanger Rings UL Listed & FM Approved ■ Hanger Rods / Fasteners Comply with NEPA 13 O All Thread Rods • Finishes O Standard Components O Machine Thread Rods O All Galvanized Components 1 -25•mm Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring • VICINITY MAP NO SCALE ACC Without Co As Noted In Per The Att These plans have been rev Prevention Bureau for conf standards Acceptance is s omissions which do not au Istandards and ordinances adequacy of design rests to j Additions, deletions or revis II this date wilt void this acce resubmittal of revised drawl 1 Final acceptance Is subject The Tukwila Fire Prevent* Date `-?//V9 e B PTED merits Red ched Letter wed by The Tukwila Fire ance with current city bject to errors and orize violations of adopted he responsibility for the ally with the designer ns to these drawings after ance and will require -a gs for subsequent approval o field test and inspection by Bureau rUKw,LA FIRE DEPARTM Please call 575-4407 and give this job No 9M -,S'06 - \and exact address for shut 'down or restoration approv INTERURBAN AVE KEY PLAN GROWN FIRE PROTECTION INCORPORATED P O BOX 12113 uILL 0R K 1kt.1tNGTON 9Bv32-0113 PK (206) 481-7669 NO SCALE VVPSrE MArJP<GEN`cQT- TrJc C.AJ�1 Z3`t� C) -8 I LF 2-1{ 0 1.01-E. 1)t�1 \vUp kJE /"s P 14240 INTERURBAN AVE S #244 98-S-057 DATE 3 10 C DRAWN EFA SCALE 'b" _ i'. - c Su frt.- 45 3... rt.-tz prom 'A 1 p MGEIIBE�\ MAR 13 1998 �� ,o Q 0 ,47,7z.. 31 e • X=-�� T GC./ U iG 11 t ! —1-E-1 f rpmFT rt • { { . ADO- 3- Ce1.r72►41. I toot L. tt- It, 5° Retro Y-�Yz l3D s >-4+tx t-‘4-2. R.1 d F�.�1 R l_L M 14Ttit_vL ft..I r LiL • Clip Hangers • Hanger Rings UL Lnted & FM Approved • Hanger Rods / Fasteners Comply with NFPA 13 U All Thread Rods O Machine Thread Rods I Finishes O Standard Components 0 All Galvanized Components 1'-254mm Components 1 Clip (Ceiling Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring Application / Description No 6 Hangers are designed to support small piping from smooth level wood planking that has a thickneu sufficient to receive the required fasteners. The hanger is wooed to the planking by means of • clip (ceiling flange or harper flange) that is provided with a standard thread for the rod and holes is 2 wood screws. To prevent possible loosening of the rod due to vibration the hanger Is further secured by • hex nut tightened against the alp There are 6 components in a basic No 6 Hanger The dip 2 wood screws a hanger rod and locking hex nut and In ad{urtable hanger ring Thr rod may be ehher ail thread rod (ATR) or machine thread rod IMTR) All thread rod is considered to be standard however As • ruk rradsine thread rod n provded only when h h a specific require \i, No 6 Hangers may also be used with other types of construction of adequate strength when provided with •uhable fasteners — subject to the approval of the authority having jurrsdictton (AHJ) Deviations from standard fas Wrier' are to be clearly kidicated on the plan by detail or 1n • hanger note (see Hanger Codes/Kin Designations) NFPA R.quiramenu /Limit/hone NFPA 13 permhs the use of 2 screw ceiling flanges only for pipe titer up to 2" and it calls for the use of *crews having dimensions not less than thow of No 16 • 1)s wood screws Drwe screws and na It a e not •r►ep'e'•i .\\4 14 • \ 1' Key Plan 1st Floor ,i "));3?' 1 t ( y\ "s3J4Z13,0b -- } r• y L . --ice q r ht` 71 v 1 .- M M • 1. Zc .�, Site Plan f. • 7.1`1, a ,k ;. E71Vicinity Map li tints tt"bY 18' t RFACH ACCEPTED WITHOUT COMMENTS. AS NOTED IN RED 0 PER THE ATTACHED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept Additions, deletions or revisions to th2s9, irawings after this date will void thi , stance and will require a resubniiti_I Jr revised drawings Final acceptance is subject to field - inspection by a representative of this department DATE Y1_6711 By`_T'Z CITY OF TUKWILA 575-440/ TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No 9(P /01— and exact address for shut- down or restoration approval. FILE VE@E-gAV/Z::: APR 151995 JJ=CEFij do 1 ✓ IH[1,3 POD[PODE PQOVCC gTOON 4932 WEST INTERURBAN BLVD BOTHE L WASHINGTON 98012 PH. (206) 4.81-7669 14240 INTERURBAN AVE S #256 96-S-102 AST COPUTERS 1240 INTERU6BA N AVE 50- • Luxes A , .S H DATE.4- 1C-96 E3J I L D INC COt VON CORRIDOR ALIGN CORRIDOR WALLS W1TH CEILING GRID NTHIS AREA MEN UJOf-1EN REFLECTED CEILING PLAN - I\ SFR E,zs Flo.." Vit SZ 0 UTC -1 SCALE r 1/5' = 1 -0- 6 1 • 1 I � L 11 11 � SIc,ti1�C7L (- p A 13 2 1 -le. -z 1-36 Au ATt_12I r L -S t1� t r M A - z cr.l t %r1 nnbJc/lS 2r—U oQ uoe S‘.tPeoert_ A--/ArJcic2 nc(E',,"xT7) G20-36LL LA0 t-sc. C•--ta c. 1(s' h � 0 E To Q.avh ..1 Q L6CATIs3 No 5 Clip Hangers ■ Hanger Rings UL Listed & FM Approved ■ Hanger Rods / Fasteners Comply with NFPA 13 ❑ All Thread Rods 0 Machine Thread Rods ■ Finishes 0 Standard Components 0 All Galvanized CQmponents 3 1"-254mm Components 1 Gip (Cei l i ng Flange) 2 Hex Nut 3 Wood Screw 4 Hanger Rod 5 Adjustable Hanger Ring 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 31O'\ By' 5l� 11) TUKWILA FIRE DEPARTMEN1 Please call 575-4407 and give this job No '8 3 0S5 and exact address for shut= down or restoration approval. 0 4 WEST Y ALLEY VICINITY MAP NO SCALE INTERURBAN AVE KEY PLAN C H O W N FIRE PROTECTION (INCORPORATED PD BOX 12113 WILL MIK M1SiNSICh Sg)S2-O 13 P{ (2D6) 4E1 -76E9 41, NO SCALE lOr E F MM ISS o T' 11LS40 l i t R. LA r1 13A13 AJc S �l IAV \ J ILP , vJt t•- 14240 INTERURBAN AVE S #224 98-S-055 IWCYMEMEN 111 MAR 131998 DATE 3 io g y DFAW4 Nc r r SCALE '6 = 1r-oi 1 b 1