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HomeMy WebLinkAboutPP - 305 UPLAND DR - UPLAND DISTRIBUTION - PERMITS AND PLANS305 UPLAND DR ASSOCIATED PERMITS 13-F-278 00-F-285 16-5-060 93-5-301 87-5-122 79-5-1031 79-5-1030 95-5-168 MUM 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: 305 UPLAND DR, Tukwila, WA 98188 Tenant Name: HEK Elliot Bay Property Owner's Name: AMB PROPERTY CORP Mailing Address: 60 STATE ST STE 1200 C/O RE TAX BOSTON City CONTACT PERSON -if there are questions about the submittal. Name: 0. Sergeev Day Telephone: 253-826-0099 **PLEASE PRINT** King Co. Assessor's Tax No.: 883650-0050 Suite Number: Floor: 1 New Tenant? 0 - Yes i - No MA 02109 State Zip Company Name: Fire Sprinklers Incorporated Mailing Address: 1524 45th St E. Suite 102 Sumner WA 98390 E-mail Address: olegs@firesprinklersinc.com City State Zip Fax Number: 253 826 1033 Total number of new/relocated devices or sprinkler heads: 10 Valuation of Project (contractor's bid price): $ 4,000 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: Signature: Print Name: 0. Sergeev Plan Permit App.doc Date: 3436 Day Telephone: 253-82#0099 1/2/13 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: HEK Elliot Bay 305 Upland Dr Permit No.: 16-S-060 Date: March 29, 2016 Reviewer: Al Metzler Fire Protection Project Coordinator (206) 575-4407 option # 2 (Inspection Requests) (206) 971-8718 (Plan Review Questions) • Lateral sway bracing is required at a maximum spacing of 40' for all mains, cross mains, and branch lines 2.5" and larger. Bracing is provided for the last length of pipe but within 6' of the end of a feed or cross main. Bracing is required unless all the pipe is supported by rods less than 6" or by 30 ° wrap-around U -hooks for any size pipe, 9.3.5.3. • Minimum clearance around pipes: 2 " for 1"-3.5", 4" for 4" and larger, see 4 exceptions, 9.3.4. • Longitudinal sway bracing is a maximum of 80' for mains and cross mains and within 40 ' of the end of the line, 9.3.5.4. • Provide lateral and longitudinal bracing for changes in pipe direction per section 9.3.5.11.2 for pipe size 2'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). • 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. HYDRAULIC SUMMARY SHEET 2a5-_ 351%- b - 79— to 3/ JOB. N0. , ?9.13 SHEET NO / OF 7 CUSTOMER'S P.O. N0. DRAWING NO 2 of 2 - CUSTOMER'S CUSTOMER'S NAME /7cC ,?- _Piga*, *4ZS �ysttmrr 0,�. ADDRESS�urievyi1 DESCRIPTION OF HAZARD AUTHORITY HAVING JURISDICTION _34G 1,_Li 8• City of7-Aha; a CALCULATIONS BY .Mn a/drewo DATE Mogi "./919 AREA TO BE CALCULATED__, 3 P ___.... SYSTEM REQUIREMENTS REQUIRED DENSITY PER. SQ. FT .13 ALLOWANCE FOR INSIDE HOSE STATIONS /32..._ ALLOWANCE FOR OUTSIDE FIRE HYDRANTS 750 TOTAL WATER REQUIRED: 32240 G.P.M. AT /0/. 41 GPM GPM P.S.I. REMARKS: WATER SUPPLY INFORMATION • STATIC PRESSURE IN P.S.1. /40 RESIDUAL PRESSURE: G.P.M. FLOWING Jet AThIUHta FLOW/ Cueve AT PSI. ELEVATION LOCATION 7)2;ot/cr+,&/6.'d. A ' 4 PUMP DATA: TANK DATA: REMARKS* RATED CAPACITY* G.P.M. AT P.S.I. ELEVATION LOCATION CAPACITY._ LOCATION GAL. ELEVATION ABBREVIATIONS o - FLOW INCREMENT AT SPECIFIC LOCATION Q - FLOW AT A SPECIFIC LOCATION G.P.M. - GALLONS PER MINUTE P.S.I. - POUND PER.SQUARE INCH PT - TOTAL PRESSURE IN P.S.I. PF - PRESSURE LOSS DUE TO FRICTION PE - PRESSURE CHANGE DUE TO ELEVATION EE - 450 ELBOW E - 900 ELBOW L.T.E. - LONG TARN ELBOW TAN FORM 113.!&'1.147 • T - TEE C - CROSS DEL. V. - DELUGE VALVE DRY. V. - DRY VALVE AL, V. - ALARM VALVE GV - GATE VALVE CV - SWING CHECK VALVE AV - ANGLE VALVE GLV - GLOBE VALVE ST - STRAINER ��•" "<O 4,1111.A. Y. • CONTR -`.t: I NO. ?9-35 NAME• tZgann -Pe lect 425' #42(0 ADDRESS:.. r"uKwic.H 0 r 0 ..;'/ CO CO ILI Q.} 1 4- It 1.rt i t. + . 8(.51 .t# 1N.., ,,, Aritit '.y-i.,y + j s y"1• -t'•-, 1_ 'Y,••.t.'T 4' ' , ;..11.1-..'t--t.!..- co 1*' ! r 1# t: OD MULTIPLY SCALE BY � PSI co t1) et M N '.5 GRAPH SHEET NO..2_OF 7 SYSTEM NO ALL Q Zravi DATE: MA9 JO e- 0 t• il ' • 7177i'fi_r +. t 1 1 ) . - Iii .JJ; I 111 :; r t ! i#, I. 1 i hi -1 • { . # �.,.h. .�. 1 r, ,., , . # t#•+,;, j It I ,# t 1 ;•1• r, r. } tit 11- t r ., .{ I. t 1•,/ }14 • 1 .. L.'..; , 4.. I 7 r I . I .. , 1111 . _Tti "„1-74::: + 1 11+ 1 1 + 1{ i It a I. t.'-• t r•:,I.'1 ' t t.i '-4t t4 j TT4 t. •1 }1., 4i t, ,4, 44-74 �i t • 1' 'tilt. t ...4...t.,40,...-,1 i.t,,..1 4 t i.11.1. -:2.441-.+4r .; A Y 1 • '' .-tihL-;titt 11 i3 ;, it, ii, , r:: 4 1 I; i t' '1'.."r fi I • ,.+ I ft , t' ! ti '' i4 f� F '+t 4 1, I +# 4'r '4 iar.# t .t, 4 4.11 .;.4..1'«.: t: r.yt, ISd CONTRACT NO. 2_9 -35 - NAM E : 19-35'NAME: Me- - PrLyk 4fe 425- ADDRESS. 25ADDRESS: %ukWLLa N135 GRAPH SHEET NO-b3__OF S./stun # Z SYSTEM NO DATE MULTIPLY SCALE BY *20 ISd CONTRACT NO ?9"3J HYDRAULIC 'CALCULATIONS NAME 1-ic (-E r. n - Pro jar 4 7 LOCATION T _w:L, SHEET NO 4 OF 7 DATE Moil 7?, I':11 NOZZLE TYPE 8 LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 DEVICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. HYD. REFF..PT ELEV. • NOTES 0 11 .'0 , 054 3 'T 22.59 FTG. PF . 43 I 0X8.5 TOT 8.0 PE AD.1, FLOW C 38.9 2 s o 2�. Q = 3E5.5 2. Q 77,4 FTG. O5$Z PFPT 4T z. hozt?...- SS `TOT. 8_,o ' PE Qn = 38.9 k b F -ow 0 39.3 LGTH. 8. o ' 12 PT 2349_ = 38.5x . 3 Q 11(0,1 (DoFTG. PF ►. o 4-2 39,3 s9 `SOT. 8 . o PE ACS .F1 ow Q 40, t 2. 8.0 2.► 4g , 3318 PT 2449 QA : 58-5-X2 LGTH. FTG. Q 154$ PF 1.12 -424.42/ z,2..554 Qfb,a 40,1 313. S x TOT. 8.0 GTH. 4,0 PE PT 214.2.1 Asp . Glow Q 41, 5 T TG. PF 4,105 5 Q 19a�3 N ,2.v zz.s QA a-41.5 OT, 4 a LGTH. PE P T 30.8 (0 o FT. PF A Ctop) 0 0T PE 4 LGTH. IS PT x .433s .34 ' 7 4 PF , 39 ,-q Si"b up - co 438.5 TOT -r 9 PE , 34 Q �4 LGTH. 8,o ,I149 23.28 ATG• pF , 9 8 Q 38.5 TOT. 8, o PE Aty,�t_ow x39:8 12 LGTH.8.o 201$ PT 24.10 Oh:438,sx PF I �( '7 0/8.3 'v2. g.' 3 .z.sq QA � 3.'ill, TOT. 8,0 PE AC�.FLnW gg1�2 2 LGTH.8,0 i 30p PT 25,81 � QP= 38.5x 25.81 , QA'41. z FTG. PF 1. ,D4 A 01‘9.5 TOT. 8. o PE Aa!,1=toW a 42.0 C- LGTH. 4,b ,2--)-10 PT 244.85 Q, : 38.sx . ,� QR 420 o T FTG • 1 a o PF 3,18 3 Q1141.5 _ TOT. (4 0 PE 0 LGTH. PT 30,03 A (..00p) Q FTG. PF TOT. PE 0 LGTH. PT 1!o /-sx A Licp) Q 198,3 FTG. pF 30,86+/30.03 "` Ko3.'7 TOT. PE AOS. FLOW o 1(4.1LGTH 2 2 1 33 q 2-1(4 �T 8Z.; , 33x r,330, ,s-8 T FTG. 12, o PF 5 7o 031,010 TOT. 13,3 PE , -a o PT.17,'4- L.GTH• G PF A ('Lan0 Q TOT. PE o LGTH. PT FTG. PF 4 Q 1 TOT. LGTH. PE PT o FTG. PF Q TOT. PE o LGTH. PT FTG. - PF TOT. PE P-------� P 'CONTRACT NO.. `1` "35 NAME (nc.Cann LOCATION TRK(AJILA HYDRAULIC' CALCULATIONS SHEET NO. S OF_7,._ 1-1,4c v.. -- DATE Icy/ Pro je.ct it 425 NOZZLE TYPE S LOCATION FLOW IN G.P.M. 0 PIPE SIZE Lid 4 FITTING a DEVICES PIPE EQUIV. LENGTH /LATH. /2.33 FRICTION LOSS PSI/FT ' REQUIRED P.S.I. 'PIT _.)7, /4 HYD. REF PT 0 ELEV. .....,�...� NOTES FTG. PF .08 Q /443 TOT.'/7.33 .60 PE A r, i, t t_�>r� 0.3lv?� 4 LGTH./ 2, 2S PT 37*. r, r i).} 2 FTG. 0!n5. PF -An .3;1 - 37 37-_i4-._ % E 0 506,7 o at��3 TOT. /2.2s- LGTH. cp,i7 , PE 'PT 3Y,02... q V 4 Qlf , 342..x Ate! . Fcow , .2‘03:.‘.;.tPE _._ q 95.0 OT. ton GTH. 6,, /7 PE PT 39,/2 (DA= . a1 , 3 Q4 x 1Icb5A /tir��r'��ast ' G. !' CC Q998.o TOT. (p./7 PT 4,,41 o iZ4.tn ADJ.1=p kv r'TH..55-7' za,S ,2l,i PF /6,04 ;: iJS�i;T4-1L/ ►G• 01072.fa T. fol.21 LGTI Tz.o 0,3.4 PE PT <,.45 OA- I24,;i+ Fl• PF 2. 4_9 I 01077. % 7z. o PE -5.P01 our Q344.8 Lt)..) LGTH.TCG(04,0 05c� PT 58.94 • TOt• 3.71} 701411.4 (04,0 PPE 0 .�PcJrouT 448•ra �� (p �L.GTH• 72. o FTG• .09(:4 PT ary< ‘� 5 PF (0,94 ...---- N . 01,644,,c TOT. 1 Z.0 PE 0 LGTH. 0137'1 DSA2 2087E ► 3893 . a514 PT (.03. 53 ./FTG• OA = "3402.)1.Q� PF L Q TQT LGTH. I Z.2 PE PT 37.14 4 LW '1 AC FTG PF , 1 D 0 217.7 o3(a2,$ .5 0 7 8 --• TOT 12.23 LGTH. [2.33 PE P1 3'1,� AUL Mut .T• TT PF I.o4 3-�•1/i'10 C4 ,.3002,$ `t a 3�z n rLGTH, O 1?.33 m.4z PE PT 38.5 AW . FLo., B 0948.5 FTG• 2.59• /'t« 14 �PT.8 OA . •3.z' x :.. ti14Q.94/$7.14` ' ©A ¢ 35Q LI 4 LIA 6 TOT. LGTH. 1.17 PE PT 40.94 ;Ag'. AW • FtAW 09$0►1 T FTG. 21.5 PF 9,22 A 01328.4 TOT. 23,0 LGTH nz.o PE PT 5n.. Ito 0 TOT. PPS 3.70 013284 'iz.0 SPLIT Ovr 4t LWTH• tA4.0 PT 53.81q � G• PF i, 64 Q9�dv Q 10 TOT w -o .oZ95 PE 5PU7 ooT 0 3Z3. W, 1. W LGTH.1z . o P155 .15 FTG. 4e0122 PF 130 N 0 1x10.0 TOT` IOW WS PE q,- T�.H. i►3.8 PT Si, os ! FTG• 24.3 .0923 PF Iz.57 0 M 0(p10.0 4 TOT. 13to.3 PE o LATH. PT (09. cot FTG• - PF L Q TOT. PT CONTRACT NO. 19 -35 NAME Inc Ca rry, LOCATION TL)* WWI L HYDRAULIC CALCULATIONS Project . 4 25 - SHEET NO..4?.OF.7 DATE 1%cr.,/ 2L-30 ‘.17q NOZZLE TYPE & LOCATION FLOW IN P G.M. 0 PIPE SIZE Lw FITTING a DEVICES PIPE EQUIV. LENGTH LGTH. 113,8 FRICTION LOSS P.S.I./FT REQUIRED P.S.I. PT 5 ,844, HYD. REF. PT ELEV. ' NOTES ••• 9 r 2 FTG. A5,0 0321 PF 5. 10 Z Q Q 344.8 TOT. ( 58.8 PE 0 LGTH. PT 58,9 Go ✓ TG. PF Q 0 _OT. LGTH. PE PT FTG. PF Q TOT. PE IQ 0 373.6 o ?5, a 4 L W g GTH. (49.92. ,03-72 .05z3 PT 55,75 T TG. 22.5 PF 3,41 N IOT. 61.42 LGTH. 44.88 PE PT 59 . PL,r oar FTG.1' 2,z,5 PF 3.52 P 04gedo OT. Vt35 LGTH. PE PT 62 48 �© 0 FTG. PF K Q TOT. PE o LGTH. PT FTG• PF Q TOT. PE 0 LGTH. PT FTG. PF 0 TOT. PE 0 , LGTH. PT FTG. PF 0 .' 0 TOT. LGTH. PE PT FTG. PF 0 TOT. PE 0 LGTH. T FTG. PF 0 TOT.PE o FGGTH PF 0 TOT. PE 0 LGTH. PT FTG. PF 0 TOT. PE 0 LGTH PT FTG. PF 0 TOT.G PE 0 LGTH PT G PF Q TOT. P 0 _LG H. PT FTG• PF 0 TOT. PE 0 FT PF 0 _TOT.. PE 0 LGTH. PT FTG. PF Q _ TOT• E PT CON'T'RACT NO. 79-35 HYDRAULIC CALCULATIONS NAME tik-Cann - Projcct *425 LOCATION TurW1t-A SHEET NO 7._OF.,? DATE M.., Z8, l01?9 NOZZLE TYPE a LOCATION FLOW IN G.P.M. PIPE SIZE FITTING 8 • VICES PIPE EQUIV. LENGTH FRICTION LOSS P.S.I./FT REQUIRED P.S.I. PF HYD. REF PT 0 ELEV. NOTES - FTG. Q 6210. TOT PE Q � � ��, LL'') B lW b LGTH. z.1. o PT col • (0 TG• 14.4to 04 it PF h 49 L Q 2471,9 Q OT. 35 .4(.0 GTH. 19.o • o421 PE 1,T 71 .11 TG. PF , 60 S Q 24Th OT. is. o PE Q 5TO ob 0 U4 4 JO Uta AVEU.-2 GTH. . 0 . o44o8 .0193 PT 11.51 . q 3 3 x 25 . -141 . 10.3 433 X .0? 2.44410 De.t•• C.he.cic. 1.2 lTE TG. 52.0 PF 2.57 T 0247co ' -IPSO. i •T. 5s.0 GTH. PE 10.30 PT 84, 7& OUT 51DF 14%, PF 2.69 RB 0 322 (0 Q Iapl OT.149.7$ GTH. 1550 PE 2.4(a PT 90,13 �Pt.1t OUT T-2 FT . i86.8to0o42 PF 10.08 01 01425 10 4v-4 OT. ?372.8(0 PE 1.2.0 0 TH. PT 101.41 AT Gomm Eat0PI ATANDOVER. PR& -mac. PF U'S 0 QT. ,P Q GTH. PT T. T PF 0 OT. PE Q Vp TG.• TH. PF R6 Q 322to TOT• PE PuTou'f; Q r425 U �i 10 40•Eu.-2 LGTH. 1350 DDVV PT 90.13 ocb . chock. 1.2 T-2 := - PF io.05 UL Q ISO' c44-2 TOT 1s58.810 PE I.2o Q • LGTH. PT 101.41 AT c oNEc'noN Ar Aatkrraa Niue FTG• 15F Q . TOT PE o TH. PT FTG• PF 0 -LGTH• TOT. PE PT Q FTG. PF Q TOT. PE o TH PT PF 0 � TOT. PE Q � FTG• PF 0 Q � TOT. TH. PE PT TG• PF 0 �L TOT. TH. PE PT o FTG• PF 0 TOT. PE o GTH. - PT FTG• PF Q TOT• PT Tellular Transmitter To 12vac transformer • REVIEW VANS ALM SLPEIMSORT 1RIALE S HOMO PGMBI 0 0 0 0 0 RESET SaienCs ACK MOO A M=1<1> oaa V TERMINAL BLOCK 2 > Form C Relays SK 5700 FACP R INAL,41LOCK 1 o®o PROGRTAILMG PCRT COOTISOSCONNECTOR 0 RRo1E1 �HC0�3 rP10EJ Thome SIC PI SLC OUT 3CPIMSBU7--L IML 1 RAC 2 ;IMO TA. 120 VAC (DEDICATED CKT.) Tellular Transmitter Telguard TG -7F SIM CARD 120 v.c (Omc.R0 011.) SILENT KNIGHT PANEL MONITORS FOR ALARMS, TROUBLES AND SUPERVISORIES. TELGUARD TRANSMIT IER WILL SEND SIGNALS TO CENTRAL STATION IN CONTACT ID FORMAT. SCOPE OF WORK: Installation of a new Silent Knight control panel to monitor addressable system and a Tellular communicator to transmit to Central Station. EIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE s Ei7 inteNKrdgm MODEL 5700 SLC .a EUA (TYP. ADDRESSABLE CKT.) W T Er = x CC 0000 Power' code in conduct to tronslormer DIAL_R 24V POWER FROM FACP NAC- 1 NAC -2 00 BATTERY BATTERY U O iL FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING IFACPI FIRE ALARM CONTROL PANEL -SK 5700 ADDRESSABLE WALL -TOP 0 66" FIRE SYSTEM TRANSMITTER-TELGUARD TG7-FS WALL -TOP 0 66" IFAT I ® Telguard TG -7F IM CARD Ell El Willi CEILING JII To 12vac transformer • REVIEW VANS ALM SLPEIMSORT 1RIALE S HOMO PGMBI 0 0 0 0 0 RESET SaienCs ACK MOO A M=1<1> oaa V TERMINAL BLOCK 2 > Form C Relays SK 5700 FACP R INAL,41LOCK 1 o®o PROGRTAILMG PCRT COOTISOSCONNECTOR 0 RRo1E1 �HC0�3 rP10EJ Thome SIC PI SLC OUT 3CPIMSBU7--L IML 1 RAC 2 ;IMO TA. 120 VAC (DEDICATED CKT.) Tellular Transmitter Telguard TG -7F SIM CARD 120 v.c (Omc.R0 011.) SILENT KNIGHT PANEL MONITORS FOR ALARMS, TROUBLES AND SUPERVISORIES. TELGUARD TRANSMIT IER WILL SEND SIGNALS TO CENTRAL STATION IN CONTACT ID FORMAT. SCOPE OF WORK: Installation of a new Silent Knight control panel to monitor addressable system and a Tellular communicator to transmit to Central Station. EIRE ALARM RISER DIAGRAM SCHEMATIC: NO SCALE s Ei7 inteNKrdgm MODEL 5700 SLC .a EUA (TYP. ADDRESSABLE CKT.) W T Er = x CC 0000 Power' code in conduct to tronslormer DIAL_R 24V POWER FROM FACP NAC- 1 NAC -2 00 BATTERY BATTERY U O iL FIRE ALARM SYMBOL LEGEND SYMBOL DESCRIPTION MOUNTING IFACPI FIRE ALARM CONTROL PANEL -SK 5700 ADDRESSABLE WALL -TOP 0 66" FIRE SYSTEM TRANSMITTER-TELGUARD TG7-FS WALL -TOP 0 66" IFAT I ® SMOKE DETECTOR - SK ADDRESSABLE "ACCLIMATE' CEILING FS MANUAL PULL STATION -SK ADDRESSABLE DUAL ACTION WALL 0 48" =1 MINIATURE ADDRESSABLE MONITOR MODULE -SK MINIMON CEILING 8 SPRINKLER WATER FLOW SWITCH -WET & DRY RISERS BY OTHERS ili PIV SUPERVISORY SWITCHES -WET & DRY RISERS BY OTHERS WEATHER PROOF HORN/STROBE-SYSTEM SENSOR P2RHK EXTERIOR WALL Wire Legend DESCRIPTION YPEA 16 AWG. 4 CONDUCTOR 'FPLR' JACKETED CABLE1 TYPE B 18 AWG. 4 CONDUCTOR 'FPLR' JACKETED CABLEI PP TUK' ILA FIRE -7./ 3 $2O 305 UPLAND DR 13-F-278 WASI I I NGTONALARM WASHINGTON ALARM INC. 2030 Airport Way S Seattle, WA. 98134 Job # 9947 Drawn by: Ian Stewart Ph: 206-328-3288 Fax: 206-322-7214 RE)1SIONS 11? 10/30/2013 PERMIT SET ❑ VT:' -..kart Comments D. As i° i. r o in Red ❑ Per The • ,.ached Letter These plans have be_=.', by The Tukwila Fire Prevention Burez:3E3 ;t _.. F:; : :r current City standards. Accr ,,, .... ,--.,rrears and omissions which clQ n9r icla ions: of adopted .'. ons biii;.y for the standards and o, �;3�a::ce,.S. .=, ,� . adequacy of de% r. r 'sts toG?iiy w'tt Lre resigner, Additions, deiets.: s or ,-eevi d ors to rr;e ,e drawings after this date will void Lt-iiJ : cepta icr. ;i (• ok;ire a resubrnittai of revised ar'ava.n F v.)r approval. Final acceptance is SUIYjeCtw field test ana inspection by The Tukwila Fire Prevention Bureau. Date: By: 1st 6vcgkee, t.lgwt co. ag(Attc-1 Cert.//-/,vr[�ei , TC hot Rivotil do'ei Iti)}u.Li r;rt ��- 1:".)(/e�/&oy. TUKWILA FIRE DEPARTMENT Please call 206-575-4407 and give this Fire Permit No. and exact address for shut- down hutdown or restoration approval. 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 -ermination of the testing E)GT' 1 JoE WAIL — OPEN WARE HOUSE -� EXIS?'1 NG IOX2_4 WARE -(WSF OFFICE -0 c, -0 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and give this Job No. 9S.& /4 g and exact address for shut= down or restoration approval. 5— — -r — — — — G a irJ o I �TIE-Irl F'a INT WITS-? 3x I MEO-1 -TEE 2-O EXISTING, OFFICES PLAN vIE &) Vs". 1'-0" ACCEPTED WITHOUT COMMENTS. =. iv.,TED IN RED 0 PER THE ATTAC.iED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. Additions, deletions or revisions to these irawings after this date will void thi3 a :n itance and will require a resubmittal of revised drawings. Final acceptance is subject to field - inspection by a representative of this department DATE: 7/19/95 -BY: /4444 S-0 CITY OF TUKWILA 575-4407 SCOPE OF WORK : ADO T"ltJ0 SPRINKLERS TO _AN EXISTING 1O.x24 n4O-T" OFFICE, THE OF{=1_CE _-NAD NO_ GE- Il..l1\lG _ PRE .V_I.OUSL.Y; A CS.tLIJG I.VADEO FOg. N.DLSE . _RE10(ACTcdhl, 012.1:›t ►-♦Atate H AZA W -D SPA c l r t 6, HAN GEKS 1PEQ LAPPA 13 . HAtilG. LEGEND 6YM. • 1YPE 55F' SPRUJtLER$ _ Usep MFE . / MODEL. SIZE TEMP. GEM t='9 5o 165 FINISH ¢a.ASs 4.AIJpPY °UA .,l. Z Apvepv,'t.4. C&r?UIt�ED GI-rY OF Tut_,.✓'•LA GEAIER L.. NODS AME= roTT BAY S 5.RV ICE TQAN s FE 305 UPLAr!D olziva 305 UPLAND DR 95-S-168 Fire Systems West ri,)TfiCgF-4:c\F JUN 13 1995 j 219 Frontage Road, North • Suite B • Pacific, WA 98047 PHONE: 206-833-1248 • FAX: 206-735-0113 DWG, 13Y DATE - ., 9-7 Jo15 1Jo. A-77 ( 3. SHEET 1 OF .. I- GLU-LAM OR BEAM MODEL #GST 20 ALL THREAD ROD HANGER RING SAMMY SUPERSCREW HANGER TYPE S NTS 0 y r; ':r T f ari=a Fire I e plans i :3 \ (it . r• Ciy , _ r ter . Accu It fie is S++J✓ - $ a o z' a rii5'i `ins i hti,- :.! roe( e,3k" tri - w •v '9-i:.)n..) of adopted its/ for the tooth. .,, c'! --le designer. "1 -,tions, r : c . .7.evisions t c yT e= r'7i,ings after •� • v* ) o ', C c to it v 31 e.q ilp e a Jiw rt r�i ,f r. ;i x atAtinQS for. UY r,,,s, .ilt approval. Final acceptance to «etci test and inspection by The Tukwila hre Prevention 'Bureau. 3 • 4 -t By: Date' !Ui(Via A 777 D7P aRMEN f i R - }.:,a -4f'06-575 44:37 and give tNs hre,.- Permit No. and exFict addmss for shut- down or restoration approval. MECH. TEE INTO (E) 2" BRANCH LINE 1" SCH 40 DROP c 0 1 x SHO NIPPLE 48" FLEXHEAD CEILING BRACKET 1/2" SSP FLEX DROP NTS FIRE SPRINKLER PLAN SCALE: 1/8" =1'-0" 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 CUT LENGTH EXCEPT RISER DIMENSIONS AND MAINS, SHOWN THUSLY (1-6), WHICH ARE END TO END. 3. PIPE HANGER AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA #13 (2013). 4. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 5. JOINING OF PIPE AND FITTINGS, THREADED AND WELDED, SHALL BE IN ACCORDANCE WITH NFPA #13 (2013). 6. OWNER TO PROVIDE ADEQUATE HEAT TO PREVENT WATER IN PIPES FROM FREEZING IN AREAS PROTECTED BY A WET PIPE SPRINKLER SYSTEM. 7. STRUCTURAL ADEQUACY OF THE BUILDING TO SUPPORT THE SPRINKLER PIPING IS THE RESPONSIBILITY OF THE OWNER AND/OR HIS STRUCTURAL REPRESENTATIVE. 8. 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. SPRINKLERS IN ACT TYPE CEILINGS TO BE INSTALLED ON 1" X'/2" X 48" FLEXHEADS. 3. SPRINKLERS ARE NOT REQUIRED TO BE LOCATED IN THE CENTER OF THE CEILING TILES. 4. ARMOVERS LONGER THAN 2'-0" SHALL HAVE A HANGER. 5. TYPICAL HANGER TO BE A SAMMY GST 20 (UNLESS NOTED OTHERWISE). 6. MAX SQ FT PER SPRINKLER =130 SQ FT. WALL LEGEND: = EXISTING WALL CONSTRUCTION = NEW WALL CONSTRUCTION SPRINKLER PIPE LEGEND: -------- = EXISTING SPRINKLER PIPE = NEW SPRINKLER PIPE '""' = NEW FLEXIBLE SPRINKLER DROP SPRINKLER LEGEND: = EXISTING PENDENT SPRINKLER OR = • RELOCATE PENDENT SPRINKLER ®A = • ADD NEW PENDENT SPRINKLER KEY PLAN SCALE: NTS VICINITY MAP SCALE: NTS PAID 111111111111111411111111111111111,111 MMMMM WASHINGTON STATE CERTIFICATE OF COMPETENCY FIRE PROTECTION SPRINKLER SYSTEMS 1 David Usiecki 1470-0793-C Level 3 Fire SprinklIncorporated FIRESI'9 HAI 23 2015 CMriff - TUKWILA FIRE 7 7ZtrO Date 1 DRAWING SYMBOLS - WELDED PIPE TAG w Z mix ow z13 mz W N -0 z LLI UJ aas H U W m NI - 0 (4 Z uhu ass ccS LL+ } W W 0 0 z U J U D 0 0 ai z SPRINKLER LEGEND BRASS ICRHOME Lf) 1.0 0 J W 0 0 O 0 LL Ur Y SPRINKLER TYPE STANDARD RESPOND PENDENT TOTAL THIS SHEET CU O N O c M ti c C!� tM co L _1 co o O < `71- U CO > O c') Z -zzr a_ a: :133POMd :HAIM 101fellN00 WA CL# FIRES1*988RJ 01 00 CT O CO V') w CD 0) N CO r tiCi 305 UPLAND DR 16-S-060 w N 0 0) Q RS t- 0 U M 0) OD Cr, r— LL 0 LLL EXIS- ACCE TED LI VVithout Comments VCis As Noted In Red [1] Per The Attached Letter These plans have been reviewed by The Tukwila Fire Prevention Bureau for conformance with current city andards. Acceptance is subject to errors and (....,missions which do not authorize violations of adopted ztandards and ordinances. The responsibility for the z„.dequacy of design rest!.. 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 i'orsubsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bureau. Date: .5"-- 3— C) By: 3 I EXISTING BUILDING 335-351 UPLAND DRIVE z i= 0) INC 8" D.I.P. EXISTING 10" CHECK VAVLE EXISTING 10" CONTROL VAVL EXISTING 10" D.I.P. PARTIAL SITE PLAN 0 z 5-‹ EXISTING 8" D.I.P. EXISTING CHECK VAVLE \ \--EXISTING FDC SCALE: 1/8"=11-0" (7-) FACP E A EXISTING BUILDING 305-321 UPLAND DRIVE SMOKE ABOVE FACP ELLIOT BAY TRANSFER N PARTIAL SITE PLAN SCALE: NONE '11 Pleasei ukWlLAcailF:IR5E75D.E44PAQR7TMENT, and give this job .00 -F address for shuta and exact dnwn tar ro 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 $40 Re - Inspection Fee and termination of the testing. SEQUENCE OF OPERATIONS o a r.4 g r4 E-1 TAMPER SWITCH INDICATION OF ALARM AT FACP X TSPRINKLER INDICATION OF SUPERVISORY SIGNAL AT FACP A X TRANSMIT ALARM SIGNAL TO CONTROL STATION x TRANSMIT SUPERVISORY SIGNAL TO CONTROL STATION FIRE ALARM LEGEND SYMBOL DESCRIPTION FIRE ALARM CONTROL PANEL FACP TAMPER SWITCH TSPRINKLER WATER FLOW SWITCH A SPRINKLER TAMPER SWITCH NOTE: "E" DEMONSTRATES EXISTING DEVICE ZONE SCHEDULE ZONE 1 WATER FLOW ZONE 2 TAMPER SWITCH WIRE LEGEND A INITIATING CIRCUIT 10 TELCO E FAC P RISER DIAGRAM SCALE: NONE CONTRACT WITH: il...DARRA MANAGEMENT 1325 FOURTH AVENUE, SUITE 1940 8EATTLE, WA 98101-2510 c206) 624-4494 — JACK LINK aa— 120VAC MINKLER BLVD UPLAND DRIVE MIDLAND DRIVE SITE TRILAND DRIVE ANDOVER PARK SOUTH 180TH STREET VICINITY \AAP NO SCALE NTEgMTU ki AUG 22 2000 ANDOVER\SME-F 0) 0 CO _J CO w 1- 0 j) REVISIONS - REVISIONS REV DATE APPROVED SHEET FIRE ALARM 305-335 UPLAND DR 00-F-285 A Eye Rod Hangers • Hangar Rn/pnd•ors: UL Listed & FM Approved • Ha.,�+r Rtr�eTho / FastQn Comply vsi$t NFPA 13 ■ Machread Rocs Only ■ Finishes rJ Standar. ,. OS.,, 1. Eye Rod 2. Flat Washer 3. Hex Head Cap Screw 4. Adjustable Hanger Ring 5. Drop in Anchor 6. Hex Head Lag Screw 7. Expanvon Case 8. lock Washer 9. Hex Nut L'No. 131for Wi.03 0 No. 133 for Co%•ete C Yo_ 134 for S eel • NFFA 13 se5 rninimtm ,3 j•4xea fa p i , -,aft of frstcrati ao;ra the tiottoff+ of [•.se-nf D+ to'ats. S.c4 2*.•i-t-4 mm) - .. trip t+-�JrS•en!:!im l�'ya a':af r & arr.atterl -. 3" (iE.-r-al_ntri, En�Jtx r•�'n, !Y' -a i:: r! 2..44 & la•ver) C-.nc:e!e. re: a. d to ♦ra e-. fuse^.r as O ra-'elCentrf'n. + ! F+.eT c"11 itri. *1 ."•e l •�'JT f1..^.IOI U Tirtr�t et. - _ y -v s -; ....-7-- <.rw--....e.}.....+. — a.. '— s .-t., `__i i w. t _ .; t. h 3 _WITHOUT COMMENTS, AS NOTED IN RED PER THE. ATTACHED LETTER Thp drawings affixed hereto have beerrr. regi V3 ani accepted by the City of Tuka il. Fire De:;t. A..fditions, deletions or raii3i•)n°3 t) t 1133 'r._4W:vings after this date will %•.-.^..,t,n3e and will require a resuair;itt:;l of revised drawings. Final a'r.e 2ta ice is st43 ject to field- inspec i.rfr-by'a re,dresentative of this enc DATE' . /3_BY: CITY OF TUKWILA 575.4407 TUKWILA FIRE DEPARTMENT Please call: 575.4407 and ive this job No. 0 and exact address for shut. down or restoration approval. JOIN J. ABEL FIRZE 'PROTECTION 4932 PIONEER RD BO SHELL 'IIA 98012 481-7F69 to q v 1993 r 't .a --r_3 4,^ —�� —a— ' — } it 4. FLRNO DR — — T ,a — SOLI THCENTER PPR.t(WAY -1TE LOC-#TIOM k 47, 0 ERE DEFAIT EPT TO BE CONTACTED TO WITNESS Inc FOUQ+ ING TESTS - 1 E'a itfgrawill Visual Ilspectlan 2 £7ds rrcvnli Itygrestatl: 3 Ergcl,rind Flash rg 4 C'Ver:;aal kyidrestatic 5 Fry Valve Tap Test PIRT �EUT APPIVED A5 NOTED The drawings affixed hereto have been reviewed and accepted as meeting or exceeding minimum requirements of the City of Tukwila Fire Dept, Bureau of Fire Prevention Additions or revisions to these drawings after this date shall not be construed as being approved or r __IZ77 ILA BUREAUTY OF OFIREUPREVENTION I la v i V 1 — • t � ler 4 2. 2 4:43 t4 -ryta MAIM E -N112"1/ -47:KIST:MN PI z4 el- 5 800 H TEP C TY DR TUKWILA NI 500 JOHN_ST. SEATTLE • WASH 98108 • ii -•:' POWDER DRIVEN STUD;Rod & RING _SPIZ K4.11 DEE_ RIPTto UPLifi\ID DRIVE 305-321 UPLAND DR 79—S-1030 HDS THIS SHT 401 NO DWG NO - V OF 1 DRAWN - DATE SCALE - 44,4 94 a- ate 4, 4 \ k 1*. ',..4\ , {r 4 48 4 } 1} - A'* ar 1� .. 0 1 44 F yt l ' 4' v 5 • 4 T 4 .x 3 4 a 74- 4 8 � a 4 4 4 141a }1i i '94 2 =Y S4 A q'^' d c^ ..T .n v 44 vee. �. 7 Y' .49 4' r 4 4. d +„ 4t d 7 t 40,49 C r 4+ 4' 98 r xu U 1 } C 4 h 0., 4 4 tt WASHINGTON SURVEYING AND RATING BUREAU Alaska Building P 0. Box 1168 Seattle, Washington 98111 SUBJECT /4/,'/f: 1 7- I ' 2 S r4f./o y +i r Y i } 3 x fr G 4' (JPL Ar/ The attached plans have been approved as meeting requirements for classifica- tion as a sprinklered risk The following revisions or additions to the design as shown would qualify the protection for improved rates based upon information shown on these plans Classification a9 sprinklered is subject to int ovision of adequate heat in all area containing wet pipe sprinkler equinment,_ n1/f L R a-oT c--7-,/". //i/ -7't` r7 /Ls E r'> ..v "r r< L_ 4f `'I,c'!` ! rt ' HYDRANT WCTN 2,EVAI:\ Cita AND ROADWAY BOX 4 - 2 _ Pi' - /vo 7— over /, .�. p/,rs ✓ n �` j% /i c. u' 6- / I✓ 4,..5;4!e, rr- I/14c, 4 / Q J / u'Tt. 9 a Y J. i iP• (8) / 7'/a P, to" OVERHEAD l 2h5' tIt t✓t-a >r M1 REDl10E1*� APPROVED ASNINGTON SURVEYING & RATING BUREAU � „�. r. 2, '41..-:"7:.,,,, 4‘1.4,, r- pfi' G'� 5 ,JUL� As meetlne roaulremeflts of this Bureau for classification as spnnklered however, eyatom chanes,§ Of additions nil recommended on the attached a fi sheets) will result u IfnprAVed rates Acceptance applies to plans as Fi r submitted and for oonatruttIOn and occupancy shown thereon Brushed , '. installation subplot W inspection for final acceptance r » t d Lac :;*/,,,,?, r 1 4; 4a, of f ., 4 rP,.�'` ear w try"►a^t�fnik'*`�;RIf comments approvals and acceptances relate exclus>vety to reletlw i � ,effect of varsou condmon upon fire insurance rates They are not to �` ,- ' ��� :,,,,,,x be construed as besnnp in any way upon the ct.estlon of whethfor peerrsdue , kl it.ae ' �Y 1 r care ntury o damage to grope tywith It Isect torecogmzedible that hazards which mei ' ^x 4t� ' *r as . n r� , zr r4. tion MOM T " HY QPANT , d o _x 8' j,� 1~1113TINz ID" � � 4 ti f 4 I t 1 - P ItEP 81 AS NOTED ', 4 sf►xed hereto havetbeen The drawing reviewed and_acceptre astme ti of the or exceeding rritnimtlm requirements of the City of Tutcwila Fire Dep , these Prevention Additions,or"'revisions to drawings after this date shall not tdbe construed as being approved or ��� } �� + , 4,4• J/ CITY OF TUK ILA 4. BUREAU OF FIRE PREVENTION -_' - .M 4r ,trML Hum �y ra5lllt m loss till exist r' ° fh 49s .71 *a''s . ¢`s '''1" Tri .4 r ! Y a � ti r Y 1 ). uc,yf 1 , 4 { 3 t EIRE DEPARTMENT ,TO BE CONTACTED }. TO WITNESS THE, FCLLOY1113 JESTS ° 1/� thlerground Yi.sial Inspection - �4 " 3 • Y zr 2 Uride gt t il HydrlrstaticY . < { A 1 3 ' IndqEr nil Halm tt 4'98 • .44 Q/ rllead,Ilyrdrestatic', 4.. -4144 r+ 4' PbC.NE FIN RU LFUCtE) re'?7- 10' k ' , »):UIMN1M13I`i. 3' 174'151)hLSCM VMDEliORG1.11.:,K � 2. iJ11DERGQUIJI) PWPIIK16 ID.'}51.11;01 DE 'C) 1141J5 % 8 &1 CiDACCUDIAIG �1y[�3y' N� fl f if ,Z44f ';15 tto; °',-4.., r. MFri it "14)1R1.6416 V TESTI,MUY U rON1�L.1 3C,iRiV ,117", at 4 ?11'gqlt );ID e ItraCIADAMCE WITIA /TPA a24 ai \ 6-5,,, .. s r as t M- A �` Sa 1 �. -4.ss') W > J i _44 + "' i44 88 1.1117 AIT WEI UAJDERCiROUND 51TE PIAN <2=1 NDRTN claim 't_r)u3tAk1 ,7,, f* 4 W $ 4 VM—\1E P11 VEINCL ID"a MT 4 44 4� , ' F Y,( 'w r 9 t ' wA 4 Jh 1 N 4, (4 { v K 3 F ,i_ ..44, a , t i,, , UUto 11U ECT I CIj C -c. 44 + r 500 JOHN'ST,r4 3 i t SEATTLE • WASH Offices Seattle - nchoraga, /V #1' 4 4 8109 # 4 rr4, 45° 1=1,L. 11 CON 45") z 4.y Y t D 1979 4' 4 4.4 s. 4 44 t 4 4 fryT1v 4,y� T IIrsli,�,V�raai,, ���0 r ' m 44' 305-351 UPLAND DR 79-UGW-1031 THIS SHT 5.4 9 74 94 1 rr xq a r 1' a '4 c 4 f+Y 4 44.4 r "' k' t ��a 14.4.411' Ak.b.