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HomeMy WebLinkAboutPP - 17185 SOUTHCENTER PKWY - ORECK FLOOR CARE CENTER - PERMITS AND PLANS17185 SOUTHCENTER PKWY ASSOCIATED PERMITS 16-F-118 16-5-122 93-S-104 16-S-131 99-S-411 889-119 SITE LOCATION CITY. OF TUKW.ILA FIRE DEPARTMENT 444 Andover Park East Tukwila, WA 98188 206-575-4407 Date application accepted: FIRE PROTECTION SYSTEMS PERMIT APPLICATION Applications and plans must be complete in order to be accepted for plan review. **PLEASE PRiNT** King Co. Assessor's Tax No.: Site Address: 17185 Southcenter Parkway strife Number: 17185 Floor: 1 Tenant Name: CenturyLink New Tenant? 0 - Yes 0 - No Property Owner's Name: KTM Group Mailing Address: 2810 Eastlake Ave E, Seattle, WA 98102 City State Zip CONTACT PERSON -if there are questions about the submittal. Name: Pete Stokesberry Day Telephone: (206) 409-5646 Company Name: Columbia Fire Mailing Address: 111 South Findlay Street Seattle WA 98108 peters@columbiafire.net City State Zip E-mail Address: Fax Number: (206) 3406100 Total number ofnew/relocated devices or sprinkler heads: 14 (13 -relocates, 1 -added) Valuation of Project (contractor's bid price):000 Scope of Work (please provide detailed information): Modify existing sprinkler system for new wall, ceiling & HVAC changes 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 tithe 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 detnonstrated. I HEREBY CERTIFY THAT 1 HAVE READ AND EXAMINED TI -IIS 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 W E `AR AUTHORIZED AGENT: Signature: triff iLi Print Name: Peter Stokesberry Day Telephone: Date: 6/6/2016 (206) 232-8569 Plan Permit App.doc 1/2/13 TPD FP Form 8 4 itt7v 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 LOCATION rI 3 4-61 � t King Co. Assessor's Tax No.: � ! r 1 Site Address: t ' ' Sol tiACCN 1 D 1,`j#1 \ Suite Number: Floor: Tenant Name: C v tJO. x-11 ((' New Tenant? ►[ - Yes ❑ - No 1 L=4l Property Owner's Name: 1\ 6v f+ �-1...L. 11047- (,;6‘,; P1NN -1\m& J \ 9hs-A Mailing Address: CONTACT PERSON -if there are uestciions about the submittal. C� Name: S�- l!.; Company Name: l �� 3 1 L Ix 1 1v e_ City State Zip DayTelephone: `v i 4S-0 Mailing Address: (,:--;70 S L o 1 `•L' c1 sokitic kMl ' `-' (`'U �-� (� - City r St to Zip -y, E-mail Address: f at 1 `ii � k-- • i()Fax Number: 2 b 1 `1 (c�i u Contractor's City of Tukwila Business License number: 0 S - VI 3a3 Total number of new/relocated devices or sprinkler heads: 7, )A- tla C.k3 Valuation of Project (contractor's bid price): $ 140 u r cope of Work (please provide detailed information): O( 1.rC ADO (4) PJ Sc )cM 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 OWNE Signature: Print Name: OR AUTHORIZED AGENT: Plan Permit App.doc f-Wais Day Telephone: Date. Ob 762 R-49 8/22/14 TFD FP Form 8 FIRE DEPARTMENT SPRINKLER PLAN REVIEW COMMENTS Project Name: Century Link 17185 Southcenter Parkway Permit No.: 16-S-131 Date: June 20, 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). f. • 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. THESAFETY i EAMINc. Company: The Safety Team Inc. Address: 670 S. Lucile Street - Seattle, WA 98108 Project: Century Link @ Parkway Village Address: 17185 Southcenter Parkway Tukwila WA 98188 Date: 5/26/2016 Prep. By: Gabe Orozco NAC CIRCUIT LUMP SUM VOLTAGE DROP CALCULATIONS PANEL ID: Power Supply #1 @ FACP Room CIRCUIT NUMBERS STARTING VOLTAGE: 24.0 WIRE SIZE: 16 AWG CKT 1 CKT 2 CKT 3 CKT 4 DEVICES CANDELA AMPS NEW Spare ' Spare Spare STC - Ceiling Strobe Exceder 24V 15 0.061 1 HSC - Horn/Strobe Exceder 24V 95dB 15 0.073 1 HSC - Horn/Strobe Exceder 24V 95dB 30 0.087 1 HSC - Horn/Strobe Exceder 24V 95dB 95 0.163 1 0.000 0.000 # OF DEVICES CIRCUIT AMPS CIRCUIT LENGTH (ESTIMATED) ***ACTUAL VOLTAGE DROP (VOLTS) END OF LINE VOLTAGE MAXIMUM ALLOWABLE DISTANCE 4 0 0 0 0.384 0.000 0.000 0.000 350 1.314 0.000 0.000 0.000 22.686 24.000 24.000 24.000 1172 0 0 0 DEVICES TOTAL LOAD (AMPS): 0.384 Power Supply Model: SK -5499 Standby Current (Amps) 0.075 0.205 Alarm Current (Amps) Stanby Time (in hours) 24 0.084 Alarm Time (in hours)I Total Standby AH Required 1.8 0.04948 Total Alarm AH Required Total Combined AH Required 1.849476 Derating Factor 1.2 Battery AH Size Required) 2.22 (2) 12 V / 8AH To Be Installed Prepared by Gabe Orozco 5/26/2016 Page 1 Columbia Fire SPRINKLER SYSTEM SERVICE i REPAIR Al Metzler Tukwila Fire Department 6200 Southcenter Blvd. Tukwila, WA 98188 111 South Findlay Street Seattle, WA 98108 071105 206.232.8569 206.340.6100 www.ColumbiaFire.nett LIC. #COWMFI952MG LOCAL 699 Controdor REFERENCE: Shut -Down Number Request PROJECT: CenturyLink (Tukwila) —1603094, 17185 Southcenter Parkway, Tukwila, WA 98188 Al, Tuesday, June 7, 2016 Columbia Fire has been contracted to modify the existing sprinkler system for the remodel of a TI space at the above address. The new TI will be built in the coming weeks/months that will be accompanied with the proper building and fire sprinkler submittals for your approval. In the meantime, they have requested that Columbia remove (2) sprinkler drops at a hard ceiling that is being removed. Appropriate sprinkler protection will be maintained from the existing overhead system. We would like to perform this demo work on 6/10/16. Thanks, Columbia: Peter Stokesberry Project Manager Tunikritat 5..:2.177 r '}'y'+r /Y�..w+ •e{7 a yid 1 ¢V...:... t„ � � 1C4�J� I ¢.°°:'S� oil i give this .'i; e Permit No. and cx ct tdaess for shut- down lut down or B- I.. on approval. (i 1 ss R'( qq--S-1-\\\ 174847 1'4 I -o HANQER LEQEND A "U" HOOK L "L" ROD x r1 a -- I r I X • r1 0 '11 X 1 4 a- - 1 : l 1 E1 SYMBOL FERE PROTECTION PLAN TYPE SCALE :1/8---=C-Cr MFG SPRINKLER HEADS MODEL - SIZE TEMP. FINISH CANOPY QUANTITY { B COACH SCREW ROD M MACHINE THREADED ROD r) EX SSP MK A C C CLAMP N TOGGLE NUT SSP GEM A 155° Cu KOLAS RFC 04R D TOP BEAM CLAMP P POWDER DRIVEN STUD OA SSP CT EM A 1 /z. 15-5° �F[tOI+1�E RE C- OAK. Co REVISIONS DATE BY DESCRIPTION ACCEPTED Without Comments 0 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 da not authorize violations of adopted standards and ordinances. The responsibility for the adequacy of design rests totally with the dez.:gner. 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: Zl1*.By: TUKWILA FIRE DEPARTMENT Please call: 575-4407 and give this job No. and exact address for shut- down or restoration approval. NOTES TENANT , RQVEMENT- THIS PROJECT 15 A TENANT 14API C7' 14ENT.- THIS' FACILITY HAS ALREADY BEEN PROTECTED BY A t E SPRINKLER -SYSTEM, _ FIRE SYSTEMS WEST IS ADDING A =C,R RELOCATING SPRIN 1.ER HEADS TO ACCOMMODATE THE- NEW TENANT WALL CEILING, LIGHTING AND HVAC LAYOUT. -= ALL WORK WILL BE - DC .1 WITHOUT AFFECTING THE CAPABILITY OF THE EXISTING SYSTEM. --SYMBOL LEGEND ® R DENOTES A SPRINKLER- HEAD TO -. BE. RELOCATED _ ®A — DENOTES A. SPRINKLER Ham'_ FO BE ADDED - -- =- - REPRESENT EXISTING SPRINKLEP PIPE. REPRESENTS- NEW -SPRINKLER PIS -E. - - AFS VJORK��t 1) T1 -I is T i. 1-1AS 6EEN t .S1CzNEO PER NFPA t3 'R©tN R ( HAZARD - 2,\ Atm. NEVI P\Pt CT T5 Z,C AWED SUP 40 W/ 125* 50 FITCINt 3.) FS*1 TO R'€ OR wvy ER ALL EX 1 STl NC - DROPS F02 NEIN GCI Ia NC - T- i t - -r - 4.11'SW TO CA-INNGE OtTr A�-L EXI T1 \ICT -- HEADS -ro NEW CSM A SS P A A E EYE ROD R WEDGE ANCHOR 0 F FLUSH SHELL T APPROVALS REQUIRED -- CEILING FLANGE U C I T Y Qr Tt1Kv�/ I L.A SIDE BEAM BRACKET W OWNER / ARC 1.1 J "J" BOLT X F.WJ - K SHORT CLIP Y TOTAL THIS SHEET TOTAL 2 2 2 QENERAL NOTES 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND UNDERWRITERS APPROVED. 2 PIPING DIMENSIONS ARE CENTER TO CENTER EXCEPT RISER & DIMENSIONS SHOWN THUSLY (1-6) WHICH ARE END TO END 3 EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA PAMPHLET NO. 13 4. PIPE HANGERS AND METHOD OF HANGING TO BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 13 6 JOINING OF PIPE AND FITTINGS, THREADED AND WELDED SHALL BE IN ACCORDANCE WITH NFPA PAMPHLET NO 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. 7' FILE VICINITY MAP NTS CONTRACT NAME LEATHER CENTER 17 135 souTI-(CENTER F'AR.L\A AY TUKW ILA, WA 98 t8E3 CONTRACT WITH - RA S ITH•RAS BUILD1ERS 1275 _12r"' AVE NW SUITE ISSAG?UAM; WA. 98027 SA Fire Systems west mgumt5 +.00Q 219 FRONTAGE ROAD N., SUITE - - - PACIFIC, WA 9804.7 = �- - (253) 833-1248 FAX (253) 735-0113 1 5 - DEC WA CL #FIRESWI 14081 WA ECL #FIRESWI 055LW Q C. INSTALL BY - DESIGNER - DATE J08 NO. - SHEET PS 12- 14- - 99 2-11- 8oOCe t OF le)d OLP V,cAL CenturyLihk TUKWILA, INA 17185 SOUTHCENTER P KWAY TUKWILA, W498188 • A00 D SOP 0-T1),W-FANtaNA N c4J1+tib10Nt7 sP AND AAO (3) Q,t=1 fJN AOC Q-It4N6 S csr ® Rum tiAIN CARD i i ! ALO15 Ci) PU u Sr k,1 c)NS FLi9 a =) 1-0,, St J\i Oa AJcf 1 10 PaA3Nc PAP Nat. -1'1010 QCcs-fL, _N t P i"W M'sDrgtit S S1,1 -- 1 "/ 1:11 ++)s c.0a7i-• IQi rilP N�0�OtJS Z /5-- ct"vu 0 icske,a4kk, 9Sc� &amu T sip ©. c , I A 13/ a1e7 3 A �1 is a 143 A- 0.34 P kkzu M T1s su,142t, 27314 cau b Aitt sf M PJL .. Si oN l� PAl KV 2B16 TUKWILA FIRE e:ENsait) r i g c SOJ l ei24 . ).' 'i Abfl tt- Nieui Potkia SvPPOr L � Wit✓ +-AP)> 0 (q) N63 t in43,gkS Aid) (2' r S G70 S_ ' Li= S t ?glob c1 c C2.011 162-1 430 fi ft -it cSk-rO`r-Ortm .. 4 c-1-- 762--1 Vo Sitio PAls stk+c s,ruc.cm Noamo 1 ail DtViC .1zb1r6 0 Without As Noteb Per The Witter These plans have been revievvec by Tukwila Fire Prevention Bureai.; r. 7onforrnance current City standards. kc eocv e is suolec rars and (1-0 cions J._rrvr#ze vlalations of adopted 'na The _ onsio ty for the a eyuaCi! of des,g;`a ..t otaIi ir.e-, es gfer. f :.y,ti(3r1S +a .{.p;`�.:� to .; sc drawings after ���. c �, . this cats: P. "c C '' epcanCC and w # require a re,s,brnitz4li 11.3wu# g n 5.bAeoteft approval. e,l Final acceoca�=c� '6 s-.o<�v�• to field cyst and inspection by The Tukwila Fire Pi evenvon B r eau. Date; Co -7, Or. NOTICE A Completed, signed, Tukwila Fire Department Pre-test Certificate must be presented to the Inspector prior to ommefcem t to,' Acceptance r_ Testing of F nv , e - ,y arm and Dete At" Failure ,-)F test r- ?:;, . t in a Re- nspec-Zion Fee and terrain i ti.le testing 07 and II _� t+ ;;55} 010 2 C12mp10 wldleN 266111, ., Wnel BuMhg CedetBCI 3 etingWalIHeight 'abler _Non-oinposite Interior Non -Structural Non -Composite " Power Driven Fastener General Notes (11110 0 p.1aC.E585111.1160,E91-1162.01 E91-2]211) 0001102•P "c*Ea11. taltere,.%ept,*tdp2 vtM ,0b eep+. pb 2.Mow,.enM to 10002010 b110.0416.000•700201,021•10700•70020100•700201,021•10702115 ,711701.. 10•117 0„0. 70070 10.11000700. *le ata b• Aa swne•w. ebn.nNans eniNen,.beweIa C2000010222000710C200001022200071000001•0w mlWN 020010,01 73010 NeN•.ba .4welTr"29a..114.77••1100. OCtl5 587001. T•001511201101-0782•041)0166. ` wtemirs `Df�r / 11 • '��r NH IS 4 VI V IT Y NY IT 1411 We /Tr stir err NIT ; MY Hr PT ter NT irlY YY PT err NV wr trr Nr it T tr r 11 7 In 616.108 N'• Non,., weight concrete 11'SL I:te p, PM MSS OS 00 1622 V/ 20110 M r.uY Y LT P I/ p -�1 MIT 1247 MIT NT PR Fr z; ]YM =. Y Noe NOS Si 06 217C Oe 0000 ell IS 211 11211. xi T pir 10 r ITT NT ITT 16 7 ITT OTT 1,17 le r N• jet W 7 1407 se 12 IS r bei 10 wi Sr T F II r i421601.42 0020 Se 011060.010 61 40001064 0 le 16 NIT WIT 20 2e1 2. VW NT sir NO NW ar fir WIT Sr r fOr OS IS. 1rr VW 20 ll Mr iTr 0 • Pr 1711. 24 V PIT is w 111 7 I.,a.4611 ;F of PT we a! Yw, 22„ 222, �. Se00b21000n2N.,Cwpwfo 1. Nese Peeve PP 10 Al 4 5 6 Comp5a. 0510 MO NLm.tlo6.1 B a4Yg Cede Q!C) X ra ting Wa1I Wightrib1esr an --Composite Interior Non -Structural Non -Composite Table Notes 1. 0 pend per spore foal (SW).7.6FN. and 10 PS* beds haw 14O7 beenesducsd for renp2.m OWodbn shear M Wesel bad Y WOW. 2. NNW/3 heights ere Wed on Imina0 sppod0157101llmga own to full 10901, WNr stud. a LIMON heights are based on sloe pWeries364(nwsao,Pasde) 4. Web capping check Egad as 1.65 en beefing. Whom FAN Ee41114 are 1011000 E5'112....bwdifr. sas required. Interior Non -Structural Non -Composite ur Ws, 162600. ITSLSTI 102600 1000 110612041 CCCCCCCBCCCC 107 Tr i1Y • re. TT TIT sr TT Tr TIT 1ST irr TT VT ITT • Ilr 110 TT WV Tr ITT 17 Pr eY TT Ter TT Tr 000 70121 50020.12 06100 0000 06400 .406116.0 001.11-12 0170 0000 31061110 CCCCCCCCCCCCCCCCCCC Y 6a666Y66C6fCtal6flia zt 16 T Sr IP tr sr r ter IT 4. ITT t 13:1It it lit. 61260,11 TT M to Sitio ee,.waadNC* 15 50/010 VIP e,e 2666 IN.ep2.al a6Mba Cede MCI itenetri Screws rid Welds) Screw Table Notes 1. 000 eepeaam•E4M1wIY,1 • 700000005010•0101•00•0001100011060000.10811•0010•••••000010 6Prlabn 001e 011056er,60Maoa.. 6.• 0010010e101100e Nano 00089 ledudeess0•0•20 0s....ew--ar.••weue.onawrwa2.e.wn..W S. 2.•...._,0 nsn«..-.•...wpwesser o ONew150.700.aann..0... 6. 100080laNW0 10ral07•1 debab.ww4..b. 020200x005eNee N 40010, 010002260•0101000070•02.070401•0 3. ow..la.ww•w••e6+a�a..e awe, ave bb... • pm 2•10000 egeNt 0•2007 S•00007•0a es 10102•012100•006000.00 60001110• a *et awe.b•ma. sae. ...s.wm.nines.m.es* erw.,nmews. mNsm.estew arm= CUM was Pebbleecrortr b..rmw.w•lw epee rm. ewe sue aPw.wws Allowable Screw Connection Capacity (Pounds per screw) 30 �( 0.101 Sew ser NO See▪ l 6. • 011 Nei Weld Table Notes 1. Censiles neva se maim EPA flu list *eels)and Fi.6(far am groesev1108a3WAI5 Specification. 2. When connecting aebrobd 400730 steel tideess. or belle strengths, use eebeest,,Mu a 3. 0.0,64.606 8.6.403 440.0b. S0.10 06si9.4450) me include 606551ae safety 006. 4. Wbae.psd4.s are beeped melees. 'atTdarorr Mrs ES0e10ce04e6 For &Ynv.obl.b. 0090'b 6.516• dbmerw Mrs electrodes ma prem. best mulls 5. Petal. oe0ty b 00 0Seted b be ba6'ry b 2e duan of 1N Yregb er the 11011 6. Falb. grows welds,IN•Naiw Owtl0*NIYWNN.s5wy swooned lo be leo Ilan N. Allowable Welds Capacity (pounds for 1' Long Welds 0.7 SNINNN 10, 0011 11111 TS tort .er..b ; Sow tae 8.6 NSW 1,41 511 INTERIOR WALL FRAMING NOTES, DETAILS & CALCS 7 9 10 11 12 Yt� J0 t-I11111n1111F I I. A I I It ununwit(•HmiiumL7l`innuuudLTiiH iIi i1 gnl ACCES ISLE ROIL FRC41 l KC. STALLS TO CENTUF UNIC AO.NCENT WOW WRONG was 1 a SOUNEMER E7(It'Y. 4.1 rfr kiV CenturyLink - -JUKWI LA, WA. 17185 S01314CI NTER PARKWAY TUKWIL45 WA 98188 PROJECT TEAM F7 OVERALL BUILDING FLOOR PLAN N.T.S. TENANT LOCATIONS NORTH OWNER / PROJECT MANAGER CENTURYLINK 1249 N.E. 145TH ST. ROOM 101 SEATTLE, WA 98155-7133 PHONE: (206) 345-4416 CONTACT: LSA CREEG4I EMAIL: f a.c.r2egadc&61ursUnk.com ARCHITECT TIMOTHY W. HOMBURG 3515 W. 75181 STREET, SUITE 201 PRAIRIE VILLAGE, KS., 66208 PHONE: (913) 831-1415 FAX: (913) 831-1563 CONTACT: CUNT EVANS EMAIL CEvansUnwiarch cam MECHANICAL, PLUMBING & ELECTRICAL ENGINEER SMITH & BOUCHER 25501 W. VALLEY PARKWAY, SUNS 200 OLATHE, KS., 66061-8469 PHONE: (913) 345-2127 FAX: (913) 345-0617 CONTACT: KENT McCOSH EMAIL JOAccoshOsmithbouchelsam LANDLORD KTM GROUP LLC C/0 METRO PROPERTY SERVICES D 2810 EAS LAKE AVE EAST SEATTLE, WA, 98102 PHONE: (206) 686-3965 CONTACT: KYLE POWDER EMAIL' kvlef1nelrooslk.c0m ISSUED FOR BID - PERMIT 5-06-1E No. Revisions/Submissions Date TIMOTHY W. HOMBURG ARCHITECT 3515W.75m ST.,SIE.201 www.ospj.Tch.cam PRAIRIE VILLAGE, KANSAS 66208 ■• PHONE 911.831.1415 FAX 913.81.1560 Draeing Ttle WALL AND CEILING DATA SHEET NTS 7 8 9 10 12 Seal Dram CE Project No.483909.077 CMcked CE S'de NO SCALE Dale 05-06-16 Dowing No. T-1.1 © 2016 TIMOTHY W. HOMBURG Power Driven Fastener General Notes (11110 0 p.1aC.E585111.1160,E91-1162.01 E91-2]211) 0001102•P "c*Ea11. taltere,.%ept,*tdp2 vtM ,0b eep+. pb 2.Mow,.enM to 10002010 b110.0416.000•700201,021•10700•70020100•700201,021•10702115 ,711701.. 10•117 0„0. 70070 10.11000700. *le ata b• Aa swne•w. ebn.nNans eniNen,.beweIa C2000010222000710C200001022200071000001•0w mlWN 020010,01 73010 NeN•.ba .4welTr"29a..114.77••1100. OCtl5 587001. T•001511201101-0782•041)0166. ` wtemirs `Df�r / 11 • '��r .....e ..11117 1•.,,�, •e.nrwrse. NM100r 010 Fawners YuwxWb Nm P.M Men 700018000 In 616.108 N'• Non,., weight concrete 0.1... • 11... I r:.n 11.w c.,..n.. ..Y w.. w. G. -.s. 1.....w. N�+ Pl MS .006001. 0 0 tt.ttt.d n.m.,, '�' • 10 MI 06, _ TAO TA MI . m Pew a, els "'"• a SUN INN Now Twew ate sa. PO 0 ne NTleo • 00 es 00 ss Viali 017 IN 00 de se PON ails • stse 10 Ne Ns 0 100 2.2 070.00001•Pede 0 01•00.00 t.,. We187.E,00dS%,70186027f5]0 1Y6Mt NLt6n.8 NO or 8080 S. A07•01,e emNae Nle 101166 ACMe.0041. 150 0-1 m,.,a6y0 IC. Kw 01 8 Vise 710100. 6ewe5Y•.AW. 002 e'a•M.Ys�l,ana•.yr6.,mRwb000N ver 00.0 ma NI Now. of MU NS. `001.0 n NoorP .do Amir W. pa .eec.10 bar Ma Tea *•••..2N010• 00007100011 le r6 IL 10.07 44 2 le115110 ,,•••Nanvb 050++7 MOT.0.pllo0a.14/i:1404331 w 10110le 3m.s 01•008001.01.01•3 100 10010 .11..0 S.00•11-1177-101397 - . es 100 1.61•01 r 1171•01.10010..5a00•10n•01N1•1.:0000 fE6mwR12510 Al 4 5 6 Comp5a. 0510 MO NLm.tlo6.1 B a4Yg Cede Q!C) X ra ting Wa1I Wightrib1esr an --Composite Interior Non -Structural Non -Composite Table Notes 1. 0 pend per spore foal (SW).7.6FN. and 10 PS* beds haw 14O7 beenesducsd for renp2.m OWodbn shear M Wesel bad Y WOW. 2. NNW/3 heights ere Wed on Imina0 sppod0157101llmga own to full 10901, WNr stud. a LIMON heights are based on sloe pWeries364(nwsao,Pasde) 4. Web capping check Egad as 1.65 en beefing. Whom FAN Ee41114 are 1011000 E5'112....bwdifr. sas required. Interior Non -Structural Non -Composite ur Ws, 162600. ITSLSTI 102600 1000 110612041 CCCCCCCBCCCC 107 Tr i1Y • re. TT TIT sr TT Tr TIT 1ST irr TT VT ITT • Ilr 110 TT WV Tr ITT 17 Pr eY TT Ter TT Tr 000 70121 50020.12 06100 0000 06400 .406116.0 001.11-12 0170 0000 31061110 CCCCCCCCCCCCCCCCCCC Y 6a666Y66C6fCtal6flia zt 16 T Sr IP tr sr r ter IT 4. ITT t 13:1It it lit. 61260,11 TT M to Sitio ee,.waadNC* 15 50/010 VIP e,e 2666 IN.ep2.al a6Mba Cede MCI itenetri Screws rid Welds) Screw Table Notes 1. 000 eepeaam•E4M1wIY,1 • 700000005010•0101•00•0001100011060000.10811•0010•••••000010 6Prlabn 001e 011056er,60Maoa.. 6.• 0010010e101100e Nano 00089 ledudeess0•0•20 0s....ew--ar.••weue.onawrwa2.e.wn..W S. 2.•...._,0 nsn«..-.•...wpwesser o ONew150.700.aann..0... 6. 100080laNW0 10ral07•1 debab.ww4..b. 020200x005eNee N 40010, 010002260•0101000070•02.070401•0 3. ow..la.ww•w••e6+a�a..e awe, ave bb... • pm 2•10000 egeNt 0•2007 S•00007•0a es 10102•012100•006000.00 60001110• a *et awe.b•ma. sae. ...s.wm.nines.m.es* erw.,nmews. mNsm.estew arm= CUM was Pebbleecrortr b..rmw.w•lw epee rm. ewe sue aPw.wws Allowable Screw Connection Capacity (Pounds per screw) 30 �( 0.101 Sew ser NO See▪ l 6. • 011 Nei Weld Table Notes 1. Censiles neva se maim EPA flu list *eels)and Fi.6(far am groesev1108a3WAI5 Specification. 2. When connecting aebrobd 400730 steel tideess. or belle strengths, use eebeest,,Mu a 3. 0.0,64.606 8.6.403 440.0b. S0.10 06si9.4450) me include 606551ae safety 006. 4. Wbae.psd4.s are beeped melees. 'atTdarorr Mrs ES0e10ce04e6 For &Ynv.obl.b. 0090'b 6.516• dbmerw Mrs electrodes ma prem. best mulls 5. Petal. oe0ty b 00 0Seted b be ba6'ry b 2e duan of 1N Yregb er the 11011 6. Falb. grows welds,IN•Naiw Owtl0*NIYWNN.s5wy swooned lo be leo Ilan N. Allowable Welds Capacity (pounds for 1' Long Welds 0.7 SNINNN 10, 0011 11111 TS tort .er..b ; Sow tae 8.6 NSW 1,41 511 INTERIOR WALL FRAMING NOTES, DETAILS & CALCS 7 9 10 11 12 Yt� J0 t-I11111n1111F I I. A I I It ununwit(•HmiiumL7l`innuuudLTiiH iIi i1 gnl ACCES ISLE ROIL FRC41 l KC. STALLS TO CENTUF UNIC AO.NCENT WOW WRONG was 1 a SOUNEMER E7(It'Y. 4.1 rfr kiV CenturyLink - -JUKWI LA, WA. 17185 S01314CI NTER PARKWAY TUKWIL45 WA 98188 PROJECT TEAM F7 OVERALL BUILDING FLOOR PLAN N.T.S. TENANT LOCATIONS NORTH OWNER / PROJECT MANAGER CENTURYLINK 1249 N.E. 145TH ST. ROOM 101 SEATTLE, WA 98155-7133 PHONE: (206) 345-4416 CONTACT: LSA CREEG4I EMAIL: f a.c.r2egadc&61ursUnk.com ARCHITECT TIMOTHY W. HOMBURG 3515 W. 75181 STREET, SUITE 201 PRAIRIE VILLAGE, KS., 66208 PHONE: (913) 831-1415 FAX: (913) 831-1563 CONTACT: CUNT EVANS EMAIL CEvansUnwiarch cam MECHANICAL, PLUMBING & ELECTRICAL ENGINEER SMITH & BOUCHER 25501 W. VALLEY PARKWAY, SUNS 200 OLATHE, KS., 66061-8469 PHONE: (913) 345-2127 FAX: (913) 345-0617 CONTACT: KENT McCOSH EMAIL JOAccoshOsmithbouchelsam LANDLORD KTM GROUP LLC C/0 METRO PROPERTY SERVICES D 2810 EAS LAKE AVE EAST SEATTLE, WA, 98102 PHONE: (206) 686-3965 CONTACT: KYLE POWDER EMAIL' kvlef1nelrooslk.c0m ISSUED FOR BID - PERMIT 5-06-1E No. Revisions/Submissions Date TIMOTHY W. HOMBURG ARCHITECT 3515W.75m ST.,SIE.201 www.ospj.Tch.cam PRAIRIE VILLAGE, KANSAS 66208 ■• PHONE 911.831.1415 FAX 913.81.1560 Draeing Ttle WALL AND CEILING DATA SHEET NTS 7 8 9 10 12 Seal Dram CE Project No.483909.077 CMcked CE S'de NO SCALE Dale 05-06-16 Dowing No. T-1.1 © 2016 TIMOTHY W. HOMBURG MULTI -PORT BRACKET FLEXHEAD SPRINKLER DROP CORRUGATED STAINLESS STEEL HOSE WITH STAINLESS STEEL BRAID AVAILABLE IN 2', 3',4',5' & 6' LEGNTHS 7 ADJUSTABLE HUB SPRINKLER HEAD FLEXIBLE SPRINKLER DROP SCALE: NONE CCPD Without Comments E 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. Acceptanc6 is subject to errors and omissions which do !lc -A authorize violations of adopted standards and ordinances The responsibility for the adequacy bf design rens totally with the designer. Additions, deletion_ s •avisions to these drawings after this date will void this acceptance and will require a resubmittal of reviseci drawings for subsequent approval. Final acceptance is subject to field test and inspection by The Tukwila Fire Prevention Bur u. Date: t By: TUKWILA FIRE DEPARTMENT Please ca3, 206-575-07 and 7thre Permit No. and exact address for shut- down or sto Prov&9. SCOPE OF WORK: 1. COLUMBIA FIRE INC. SCOPE OF WORK: 1.1. MODIFY EXISTING WET PIPE SPRINKLER SYSTEM IN TENANT SPACE FOR NEW WALLS AND CEILING GRID 2. ALL SPRINKLER SYSTEMS AND COMPONENTS TO BE DESIGNED IN ACCORDANCE WITH NFPA #13-2010 EDITION, DESIGN TO BE AS FOLLOWS: 2.1. LIGHT HAZARD OCCUPANCIES - MAX SPACING 225 SQ. FT. PER SPRINKLER 2.2. ORDINARY HAZARD OCCUPANCIES - MAX SPACING 130 SQ. FT. PER SPRINKLER 3. PLAN SUBMITTAL & APPROVALS TO THE CITY OF TUKWILA 4. MATERIALS PER NFPA #13-2010 EDITION STANDARDS AS SELECTED BY COLUMBIA FIRE 5. TESTING PER NFPA #13-2010 EDITION AND THE CITY OF TUKWILA GENERAL NOTES: 1. ALL MATERIAL AND EQUIPMENT TO BE NEW AND U.L. LISTED APPROVED 2. PIPE LENGTH ARE SHOWN AS CUT LENGTH 3. EARTHQUAKE BRACING SHALL BE PROVIDED IN ACCORDANCE WITH NFPA #13-2010 EDITION 4. PIPE HANGERS AND METHODS TO BE IN ACCORDANCE WITH NFPA #13-2010 EDITION 5. PIPING SHALL BE IN ACCORDANCE WITH NFPA #13-2010 EDITION 6. JOINING OF PIPE & FITTINGS (THREADED AND WELDED) SHALL BE IN ACCORDANCE WITH NFPA #13-2010 EDITION 7. OWNER SHALL 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 THEIR STRUCTURAL TEAM 9. ALL FIRE ALARMS, WIRING, MONITORING AND PENETRATION ARE TO BE PROVIDED BY OTHERS AND ARE THE RESPONSIBILITY OF THE OWNER AND/OR THEIR STRUCTURAL TEAM FIELD NOTES: 1. ALL NEW PIPE TO BE BLACK SCHEDULE 40 THREADED WITH DUCTILE IRON THREADED FITTINGS 2. TYPICAL HANGER TO BE KWIK BOLT (UNLESS NOTED OTHERWISE) 3. ALL STANDARD RESPONSE CONCEALED PENDENT TO BE QUICK RESPONSE 4. ALL PENDENT TO BE CONCEALED PENDENT WITH WHITE COVER PLATE HANGER LEGEND 0 ce TOGGLE NUT WEDGE ANCHOR N 0) 0 SAMMY SUPER SCREW SAMMY SIDEWINDER (SWG20) SAMMY X -PRESS w N w a.. UNISTRUT POST z ce CO 0) x 0 0 COACH SCREW ROD a 0 M CLAMP W/ S 0 F- 0 w ›- FLUSH SHELL CEILING FLANGE 1 1- w 0 w w 0 0) J 0 LU SPRINKLER HEAD LEGEND 0 z 0 w cc = 0 0) z LL w cc 0 2 w 1- rn 1.1) UJ w 1- Y Lt) J 0 r m —J w 0 0 co w EZ w CO 0 u_ w m 0 J SPRINKLER TYPE / SIN NUMBER STANDARD SPRAY PENDENT, QR / GL5601 t EXIST �rmmna FIRE SPRINKLER PIPING PLAN SCALE: 114"=1'-0" VICINITY MAP SCALE: NTS PAID JUN -6 2016 TUKWILA FIRE WASNINCTON STATE CERTIFICATE OF COMPETENCY FIRE CCC ION SPRINKLER MS Steve Adamson 4265-0961-C Level 3 Columbia Fire, Inc. COLLUMF1952MG ign ! ss[a1/ss, `Signature TOTAL THIS SHEET as .d Nv ca °as in • >i � 2:34 a' • J3M N wv.0 dam. 4.1 tO oak • vy dN Lu ,I z 1 _ 10 o CV co i. C7 tCf `n '7 0 0 06 a) a) ci0 a E (13 O U is 0 CO 01--1 0 cm 0) L ti a) �m0C 0 0 N CD w 0 co r II Ordinary Harazd m 0 1- w C/) w 4- 0 0 LL ACCEPTED WITHO • ' t AS NDTED IN RED 0 PER THE ATTAC:-ED LETTER The drawings affixed hereto have been reviewed and accepted by the City of Tukwila Fire Dept. A:iditlons, del7;thns or revisions to these:,r-:'.wings aft' '=pis date will void- this 1 :dt a un itl require a resubmit -Lit of re-iised : i . vings. - Final acceptance is subject to 41 -11 - inspection by a representative of tills department DATE: (1f2_ ._ .SY:,��.. Sr'L _............._ CITY OF TUKWILA 575-4407 NwJ 1'/4x I 144' li lei (D 5ioe...x11 S -p' vt u)NBJ�IDaaoN r rbtl 1'14 TUKWILA FIRE OEPAR7n> ENT Please call: 575.4407 and ive this job No. -3r 0!47 and exact address for shut- down or restoration approval. /7/8-5ci � E1uTIyc, 8," �. 2 _Pvcy PROJECT Avve. is tc! IA l� 51 c_ ADDRESS-� I e 5 �OUTI-I GENT fL ��1�} CITY TITLE: d s� „ILM A! (I d A) DATE:t���2 DR^ApW,N: SCALE: ZONE: , \ iii FIRE PROTECTION (206) 827-9654 10910 - 117TH PL. N.E. KIRKLAND, W4 98033 DRAWING NO: �iD -173 OF J REMO/E 13( CAP ADD NEW 1x1 TEE REMOVE EX. 2M PIP, 1Yx0-4 NIP,1x0-4 NIP,1x5-4 W/90 214 VIC CAP 0 0 0) ao r t - 1 E 1 I ST pipiE 7 t 5 O' it 0 G E- C J 6-6 J 1 O 0 13C EX PIPE • ,LD t a l - /, 1 1 {{ e• - 3 } - I 1 0)i � 1 r - —4 1 CEILING HEIGHT IS 12'Z" CUT BACK t IEADS AS REQUIRED AMERICAN MUSIC UN -LEASED SPACE SOUT PLUG EXISTING DRCP • NEW HEAD LOCATION 1 O EXISTING HD LOCATION ACCEPTED WITHOUT COMMENTS. ❑ AS N3TED 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 t lase drawings after this date will v,l.f tail a:c:,pt Inn an.1 will require a resuoinittal of re1ised drawings Final nc�s,Dtonce is subject to field- inspecii )n by a representative of tnis departn cnt DATE 7-24-$9 BY. CITY OF TUKWILA 5) 3 575-440i TURVVILA FIFE JEPAI iMENT Please call; 575.4407 and give this job and exact address for shut. dowry or restoration approval. ABBREVIATIONS FOS = FACE OF STUD BOB = BOTTOM OF BEAM BOD = BOTTOM OF DECK TOB = FACE OF STUD TOS = TOP OF STEEL AFF = ABOVE FINISH FLOOR BOP = BOTTOM OF PIPE NC = NIPPLE & CAP OBJ = FACE OF STUD PRV = PRESSURE RED VALVE RM = ROOF MANIFOLD SP = STANDPIPE N►C = NOT IN CONTRACT DO = DITTO UON = UNLESS OTHERWISE NOTED NTS = NOT TO SCALE VRC = VIC RED. COUP HANGER LEGEND #1 #2 #3 U -HOOK COACH SCREW ROD & RIAG CEILING FLANG ROD & RING #4 EYE ROD WOOD SCREW & R #5 EYE ROD CONC FASTEN & R #6 QUICK BOLT, ROD. & RING #7 POWER DRIVEN STUD, R & R #8 TOGGLE NUT, ROD & RING #9 REG. C -CLAMP ROD & RING #10 TOP BEAM C -CLAMP, R & R #11 TRAPEZE #12 SIDE BEAM BKT. ROD & RING #13 SHORT STRAP #14 #1 5 #1 6 PIPE SIZING & SPACING CONFORM TO NFPA PAMPHLET #13 STANDARDS FOR HAZARD OCCUPANCY ALL MATERIALS & EQUIPMENT TO BE. NEW & UL/FM APPROVED OWNER TO PROVIDE ADEQUATE HEAT TO KEEP PIPE FROM FREEZING Z W CD W J J CO COT E >- (%) 0 rr 0 0 7 I= 1- 0 O V 0 0 5 2 -WAY EARTHQUAKE BRACE 4 -WAY EARTHQUAKE BRACE a a SPRINKLERS TOTAL SPRINKLERS PROJECT NAME 0 C AMERICAN TUKWILA WA DRAWING TITLE 3 SPRINKLER SHOP w <0 000 W_2 000 0 4— a a 7)Ei beee (� e 14 0:3 i up co LL; Lri 255-6644 Cmc c0 C) 0 1- w Ir F F •s