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HomeMy WebLinkAboutPermit D2000-254 - CITY OF TUKWILA - FIRE STATION #53FIRE STATION #53 4202 SOUTH 155T" STREET D2000-254 City of Tukwila Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Parcel No: 335140 -1005 Permit No: D2000 -254 Address: 4202 S 115 ST Status: IS`'.UED Suite No: Issued: 08/09/2000 Location: Expires: 02/05/2001 Category: AGAR Type: DEVPERM Zoning: LDR Const Type: Occupancy: PUBLIC BUILDING Gas /Elec.: UBC: 1997 Unit.: 001 Fire Protection: SPRINKLERS /AFA Setbacks: North: .0 South: .0 East: .0 West: .0 Water: TUKWILA Sewer: SEATTLE Wetlands: Slopes: N Streams: Contractor License No: MCBRICRO99JZ DEVELOPMENT PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. OCCUPANT FIRE.STATION #53 Phone: 4202 S 115 ST, TUKWILA WA 98168 CITY OF TUKWILA 6200 SOUTHCENTER BLVD, TUKWILA WA 98188 CONTACT CHARLES SHARPE Phone: 206 -283 -7121 224 NICKERSON, SEATTLE WA 98109 CONTRACTOR MCBRIDE CONST RESOURCES INC 224 NICKERSON ST, SEATTLE WA 98109 t*kk:k.l *A*** ** **4*k*** **A**k**** ** ***** *4kk:4.,t*** *4 ** ** ****A:•k•4• **kA****kk:4:**A Permit De:cription: REPAIR.7 LINEAL FEET OF VEHICLE DAMAGED WALL & SHEVING & CABINETS AND CARPET INSIDE ROOM k*:k:4 A k•k*•k * ** kA ** * *:k* k:A:4.*A* k:4 :kit•* k:4•k k *:AAA * * * k k.A k :k•k•k k k:k•* k*** k:4A A k•k•k k *:4 AA*•k•k *A•k•kk**:44 Construction Valuation: $ - 21,000.00 PUBLIC WORK'=.`PERMITS: :*(Water Meter Permits Listed 'Separate) Eng. Appr: Curb Cut /Access /Sidewalk /CS'=.: N Fire Loop Hydrant: N No Sizexin): .00 Flood Control Zone: N Hauling: N Start Time End Time Land Altering: N Cut: Landscape Irrigation: N Moving`Oversized Load: N Start Time End Time Sanitary Side. Sewer: N No: Sewer'Main E:'tension: N Private: N Public: N Storm Drainage: N Street Use: N Water Main Extension: N Private: N Public: N k:k.k•k•k* k* * *:k* ** *•k•k k* *•k *•k•k•k* A•A * ** 4A ***:4• k *'k k•k k*:kA *k k:k: k• k k* A **•k•k**A ** :k' TOTAL DEVELOPMENT PERMIT FEES: $ 557.66 AAAAA A*- k- k• k- k**• k* A- k- k*• k*- k: k- k***- k** k- k * **•k•k _bkAAAA: •k:4*•A*:4* ****Aftck*•k:4•k•Ak•AAA:k; OWNER The granting of this permit cancel the provision of any or the performance of work. development peyia� t Signature: Permit Center .Authorized Signature:_�t; Date: 9-1±00 I hereby certify that I have read and examined this permit and know the same to be true -and correct. All provisions of law and ordinances governing this wort':: will be complied with, whether specified herein or not. does not presume to give authority to violate or other state or local laws regulating construction I am authorized to sign for and obtain this Date: (206) 431 -3670 e:P Oa Print Name :__��- This permit shall become null and void if the work is not commenced within 180 days fr'•oni the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. I w w C ) 0 N ,0 I— = w . U _ Z ' U N • 0 2 CITY OF TUKWIt.A Permit No: 02000 -254 Status: ISSUED Appl ied: 07/31/2000 Issued: 08 /09/2000 Address: ' 4202 S 115 ST Su i te: 'tenant Type DEVPERM Parcel #,: 335140- :10.05 •A k 'k •k k •k 'k * A k * & 'k •A •k A *: •k l •A A :l• k 'k 'k •A A •A A •A * 'k •A A A A A k A A * 14 •AAA * •A •A •k •k •k •A 1 A •k 1L •A A •k •k 'A A 'A •A * A •k 'A k 'A •k k * •k •k Permit Cond i t ions: 1 No changes wi11 be made to the plans unless approved by the Engineer and the Tukwila Building Division. 2. 'Al 1 construction to be done i.n':. conformance : with approved plans and requirements of the. Uniform Bu i 1 d ing : Code (1997 Edition) as amended Uniform Meehanica1 Code (1997 Edition) and Washington State E nerg`v Code (1997 . Edi t:ion) .. 3. Va 1 jell ty of Permi t. t The issuance of _`a perm i t or approval of plans spec,if ications, and computations shall not be con- strued to be a permit for or an approval of, any v.iolation of any i f , the' pray.isions of the :bui ldiny code or of any other ordinance:, of the jurisdiction. No peril t. presuming to give authority to viol ate .or, cancel the provisions of ..this '. .code :shall be vaI id. 4. All irpermits', inspection records, and approved plans shell be.; available at the .job .,site prior to 'the start of any con' struction These documents are to be ;naintained and avail :able': until f :i'iia1 inspection,'approval` is granted. Description of work to be done: {2,07,4 02, 7 LINF4L FEET of VE-44ICLf`- D4MAGE'DWI-GL t 44 -t CAreY ,UC75 c4,-Prr 1/11.5 RGoPt Existing use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufacturing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other FIRS_ Or4-Tt 0/J Proposed use: ❑ Retail ❑ Restaurant ❑ Multi- family ❑ Warehouse El Hospital ❑ Church ❑ Manufactu ing ❑ Motel /Hotel ❑ Office ❑ School /College /University ❑ Other �`34-r[e.— Will there be a change of use? ❑ yes no If yes, extent of change: (Attach additional sheet if necessary) Will there be rack storage? ❑ yes no ,,.�,,� 1.4:5T5 o F Existing fire protection features: sprinklers L1�'automatic fire alarm El none ❑ other (specify) Ft p.. Em Building Square Feet: - 7 800 existing Area of Construction: (sq. ft.) i y I- ,..,� Will there be storage of flammable /combustible hazardous material in the building? ❑ yes I� no Attach list of materials and storage location on separate 8 1/2 X 11 paper indicating quantities & Material Safety Data Sheets Project Name/Tenant: TIRE elittT1fhh1 *53 Value of Construction: 2. t 000 . -oo Site Address: 4-1 �L. . i I.S �" ' r `Tim t City State /Zip: Tax P Number: ( - 0D .S' Property Owner: Phone: Street Address: City State /Zip: l4 —c'Cxr t u- rEecv2 1 *1 S - iKraMi,l- cl 1 C,©, Fax #: 4--: 1 -, c5 C,ggntractor: I" IGFiRtOE cem.1 S-r l'_S 1r2c IJJc-- Phone: Zed - 2.33- 7/ Zf Street Address: 2714— 10 Ic r RSnJI SE4 City State /Zip: ge710 l Fax #: Zc9C - 4 Phone: 7c* - , - 70O Architect: tit f.2i1 - t - 1 — FA- ROit4 1 Street Address: Vin l CryI1ME ,-i - TACOMA City State /Zip: grC iif Z Fax #: Engineer: Phone: Street Address: City State /Zip: Fax #: Contact Person: (fir -LF..s -44ii'/f_ Phone: Street Address: E-E__ roit rI AC7 . City State /Zip: Fax #: CITY OF TUKWA Permit Center 6300 Southcenter Blvd., Suite 100, Tukwila, WA 98188 (206) 431 -3670 ommercial / Multi - Family Tenant Improvement / Alteration Permit Application Application and plans must be complete in order to be accepted for plan review. Applications will not be accepted through the mail or facsimile. APPLICANT REQUEST. FOR. PUBLIC: WORKS; SITE /CIVIL, PLAN REVIEW OF THE FOLLOWIN (Additional reviews may be determined.by the Public Works Department)- ❑ Channelization /Striping ❑ Curb cut/Access /Sidewalk ❑ Flood Control Zone ❑ Fire Loop /Hydrant (main to vault) #: ❑ Land Altering 0 Cut ❑ Sanitary Side Sewer #: ❑ Storm Drainage in Street Use ❑ Water Meter /Exempt #: Size(s) Size(s): Size(s): Size(s): cubic yds. 0 Fill cubic yds. ❑ Sewer Main Extension ❑ Water Main Extension 0 Deduct ❑ Water Meter /Permanent # ❑ Water Meter Temp # ❑ Miscellaneous CTPERMIT.DOC 1/29/97 Est. quantity: 4 R STAFF USE ONLY gal Project Number Permit Number: ❑ Hauling ❑ Landscape Irrigation O Private 0 Public O Private 0 Public 0 Water Only Schedule: 2S9 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 Permit Center to comply with current fee schedules. Expiration of Plan Review - Applications for which no permit is issued within 180 days following the date of application shall expire by limitation. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 107.4 of the Uniform Building Code (current edition). No application shall be extended more than once. D application accepted: 31_00 Date a llic go. tltfoi re : At/oakinitlals) PLEASE SIGN BACK OF APPLICATION FORM BUILDING OW ER R AUTH(d IZED AGENT: Signature: {h� / i / Date: 73f,Od Print nam ,; : � Phone: Fix h:-, F '° `' ` Address al« ,�lz2.. nJ Y7-L-([_ Q © /Or City /State /Zip ALL COMMERCIAUMULTIj MILY TENANT IMPROVEMENT/ ERATION PERMIT APPLICATIONS MIST BE SUBMITTED WITH THE FLOWING: , .•. ALL DRA,WINGS(TO BE STAMPED BY WASHINGTON STATE LICENSED ARCHITECT, ri: S.TRUCtU RAL ENGINEER OR CIVIL ENGINEER • ALL DRAWINGS SHALL BE AT A LEGIBLE SCALE AND NEATLY DRAWN ➢ BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED N/A su r (71 Complete Legal Description ❑ Metro: Non - Residential Sewer Use Certification if there is a change in the amount of plumbing fixtures (Form H -13). Business Declaration required (Form H -10). ca/ Four (4) sets of working drawings (five(5) sets for structural work), which include : ❑ ca Site Plan (including existing fire hydrant location(s) 1. North arrow and scale 2. Property lines, dimensions, setbacks, names of adjacent roads, any proposed or existing easements 3. Parking Analysis of existing and proposed capacity; proposed stalls with dimensions 4. Location of driveways, parking, loading & service areas 5. Recycle collection location and area calculations (change of use only) 6. Location and screening of outdoor storage (change of use only) 7. Limits of clearing /grading with existing and proposed topography at 2' intervals extending 5' beyond property's boundaries 8. Identify location of sensitive area slopes 20% or greater, wetlands, watercourses and their buffers (change of use only) 9. Identify location and size of existing trees that are located in sensitive areas and buffer (TMC 18.45.040), of those, identify by size and species which are to be removed and saved z 10. Landscape plan with irrigation and existing trees to be saved by size and species (exterior changes or change re 2 of use only) 11. Location and gross floor area of existing structure with dimensions and setback 0 0 12. Lowest finished floor elevation (if in flood control zone) 13. See Public Works Checklist for detailed civil /site plan information required for Public Works Review (Form H- W = 9). CI) uu �/ w0 171 L_--! Floor plan: show location of tenant space with proposed use of each room labeled 2 ❑ Overall building floor plan with adjacent tenant use; identify tenant space use and location of storage of g a any hazardous materials; dimensions of proposed tenant space. co d ❑ L Vicinity Map showing location of site F _ 7 1 Z 0 ❑ Rack Storage: If adding new racks or altering existing rack storage, provide a floor plan identifying rack Z O layout and all exit doors. Show dimensions of aisles, include dimensions of height, length, and width of W rack. Structural calculations are required for rack storage eight feet and over. D o rn ❑ ndicate proposed construction of tenant space or addition and walls being demolished o ❑ Construction details w w iU r3 El Sprinkler details - details of sprinkler hangers, specifically penetrations in structure, i.e., roof; size of u - 0 water supply to sprinkler vault with documentation from contractor stating supply line will meet or uj z exceed sprinkler system design criteria as identified by the Fire Department. 0 p y ❑ ❑ Washington State Non - Residential Energy Code Data shall be noted on the construction drawings. 0 z ❑ ❑ SEPA Checklist - if intensification of use (check with Planning Department for thresholds). C3 ❑ Attach plans, reports or other documentation required to comply with Sensitive Area Ordinance or other land use or SEPA decisions. P ❑ Food service establishments require two (2) sets of stamped approved plans by the Seattle -King County Department of Public Health prior to submitting for building permit application. The Department of ,� Public Health is located at 201 Smith Tower, Seattle, WA or call (206) 296 -4787. (Form H -5) 171 1.. Cop of Washington State Department of Labor and Industries Valid Contractor's License. If no contractor has been selected at time of application a copy of this license will be required before the permit is issued OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building Owner /Authorized Agent If the applicant is other than the owner, registered architect / engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal 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 OF WASHINGTON, AND I AM AUTHORIZED TO APPLY FOR THIS PERMIT. CTPERMIT.DOC 1/29/97 ,S, Lll 4tr 4 i a rkk *kbk.S*•t;F :A:t•1.k**A4ItA.*i -et 0 :ta *h * *A* et. :t'r•4Ir {•t -ac f..''r et 0AF•.t holk*6A' *A*.' CITY tir r' cl u 4 r. LFI a W t 1 2-Q 00 - �. k *r': ;:t . *tt,; A*A* *•k.A.k ** TRANSMIT 1 ltn►ourit: 3:39. 75 t)E1 /O 11. :3J I'aa�ncn! 1,ht.,{i. (":141:C I( No :tat i()►t: 14C)lit1l)I: C0N5•( In it. 1q1 :It ii: No 1; 1)2000-25 'f y_prr. < 1)EVPIE.Itki i)LV1 l`r3Pt Etd t PI:R1`tIT PEEircE' 1 No '3 51 OC tie 14diJ►^ 5�;' '12')2 I3 113 Iif Total I et2 5.57 „t;t t' f`wz+ in t; r t; 3 9 ,.,7;.1 T t: t 1 F11..1.. F r► t:. 557 , F: E. 13,11 ance: .00 A•kd1 ; tdk• h, A,;*4 I4•Y 1t•> tP• kA k1l it AA• R• i•A'*•kk•T•A. *- h..),<1•AA41%1 * Ait*>•. .i•A,;Ah *•F••A:tkA.•i•ki, (lct:ciun!;. 1)e scr 1iii :ion A►nrsunt 0Cttt/322.100 GllII.c'3.h£i - P.E it 000:3136 . 9 04 ai 131i.1.i)IUG I3 t112t:1jtltt31: 1 St) 6948' 08/1.4 9710 TOTAL 339.75 vi yii'�l`�k.7dr1t' 2'�t$ ? % la t a..Qi O V� ' F ' • ' '�j}!i. t;; �i��ft: 4 1 . Tot it .Fees: 557.66 This ` Payment, 217.91 ` 1 otal ALL Pmt. 21`7.91 7 Balance: 339.75 *,* * * * * * *!c ** * * * * * * ** * * * * * * * * * * ** *fir ** * * ** ACcvunt.:Code Description Amount 000/345.830', PLAN CHECK - RES 217.91 . 6401 00/01 9719 TOTAL. 217.91 y ' G t T° °� . R�rf ^3"'IJ ^t `. r ) • 4 �i 3Z �^ T r y r c ' i j . nib r t . f .r y } p mrU l i ' �r 9 - 4 1i' ^ermt riv, `x-n Y i . r.X+'rrr i. * *sac, ** * * **** * * *** * ** * *** k *` ** * * * ** * ** * ** * * * **. **f* * ** *sic ** * ** * * * ** 'CITY' OFD TUKWLL:A, WA'. .. ;TRANSMIT * * *• * * * * * * * * * * * * * * * *'. * * * * ** *. * * * * * * * * * * * * * * * * * * * * * * ** *' *'*.* •' * * * * ` •TRAN5M11. Number: R980033'1 Aimount : 21T.91 .07/31/00 14:12 ' Paym it Me t:hod • ChIECY Natat, i on CHARLES SHARPS l:n i t : WER No: I)2000-25 Type: DEVPERM DEVELOPMENT PERMIT Parcel too: 335140 -1005 S1 t ' ''Address : ° 4202.S 1165T ti lr^ i% 7 - P lo �ress: e ' o ta�nsP� j c°n : Ad Special instructions: .% ? x-}411 ?c S‘ bl.k. nn .I Y Date wantcd: 11 -11-- ^ ( a.m, p.m. R q uester:. ,lu.� P "2.cXp—LlO - ( 1 17 ' INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. COMMENTS: Receipt No: Date: $47.Oa'REINSPECTION FU REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit �!k?�•,h�.k ".S;tE$; ice: Corrections required prior to approval. PERMIT NO. (206)431 -3670 1•�: -'ti`Yd fwh:"i«.s�t ."rU.t �ziks�a. t.. ::da.,.4 +r wYt a;�r;ta .✓t�.Si. ..■,1•4, tu 0 § 2 w> W O g Q N H W . Z O ' r Z F-; o f 10 N4 W W Vi Z ;. 1 iE „�. .541416-44.53 / &flrc/ R � R 1�� KY 1 A �TypJ ecti 5, . / /5 A 5- Date called: of V o Special instructions: Date wanted: g/j �/ o a.m. , P.m. Requester C� t G . N Phone: / r3 _/ q 70 I F INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 981 Approved per applicable codes. Receipt No INSPECTION RECOR Retain a copy with permit PERMIT NO. (206)431 -3670 Corrections required prior to approval. COMMENTS: El $47.00 REINSPECTION FE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: . (:`. l...:.'}.vy .�LL'N.:. 4S1 {a.sd.•�.tiN.�uiti: if. ,,.b +,r»t.�::<kt,.d n o LIJ V 8 . tu LL W IL Q d � N O > uj 7 p` to 'O I_ w V ' I .. Z CD ` rj O - o INSPECTION NO. I INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION PERMIT NO. 6300 Southcenter Blvd, #100, Tukwila, WA 98188 (206)431 -3670 Type of Inspection: Date called: Project: Address: 2,oz so 5.m. Special instructions: g Approved per applicable codes. Date wanted: ( � �/, Requester: Phone: Corrections required prior to approval. COMMENTS: SPECTI N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Soutfiiepter Blvd.,. Suite 100. CaII to schedule reinspection. Receipt No: Date: t � -- 4,1 { r.=;g a i5' • i 3 .a:.'<" e„ar` a; i, i i '..�. e.- ;,�.k:�'i+ �'A.?w 3�,'f:iNd�.A aCt+ +�:•H:..Kd.xY�..,1..liYt..i,tii okect: 1k �(� S`� C(`f IIY� 5 T of Inspectio`h: Type V- Y' Ct YY) t o e LI _Address G : C Date called: l r Special instructions: ' Date wanted: 16 ■ N a m P.m. Requester: gr\c . Phone: INSPECTION NO. INSPECTION RECOR Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd, #100, Tukwila, WA 98188 Approved per applicable codes. PERMIT NO. (206)431 -3670 Corrections required prior to approval. $47.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No: Date: • 4.a ". ,h, "ikw��.a i..:r'� �°,r ,.. , .r: • _,>ju i ,. >+. �#:aG, y� 4.., Y. 7_,_....Y :�•s.�.: aE •:a.��::i a; 14k ` •eK4'attk.,u,h,.i....iiw,c br.rd,v: tiu,it� „ti .14„Jxis ACTIVITY NUMBER: D2000 -254 DATE 7 -31 -2000 PROJECT NAME: TUKWILA FIRE STATION #53 SITE ADDRESS: 4202 S 115 ST XX Original Plan Submittal Response to Incomplete Letter # Response to Correction Letter # Revision # _ After Permit Is Issued DEPARTMENTS: Bu il "d Division Aug 0410o Public Works DETERMINATION OF COMPLETENESS: (Tues,, Thurs.) DUE DATE: 8- 1-2000 Complete Incomplete p p Comments: TUES /THURS ROUT G: Please Route Structural Review Required REVIEWER'S INITIALS: APPROVALS OR CORRECTIONS: (ten days) Approved n Approved with Conditions Not Approved (attach comments) REVIEWER'S INITIALS: DATE: CORRECTION DETERMINATION: Approved \PRROUTE,DOC 5/99 PERMIT COORD COPY PLAN REVIEW /ROUTING SLIP n Fire Prevention Structural Approved with Conditions n n REVIEWER'S INITIALS: Planning Division Permit Coordinator n ■ Not Applicable ri No further Review Required n DATE: DUE DATE: 8 -29 -00 DUE DATE Not Approved (attach comments) n DATE: it REGISTERED AS PROVIDED BY LAW AS CONST CONT GENERAL REGIST . # EXP. DATE • CCO1 MCBRICR099JZ 03/25/2001. EFFECTIVE DATE 04/09/1991 MCBRIDE'CONST RESOURCES INC 224 NICKERSON SEATTLE WA , : 98109 • Signature "� - Issued by EPARTMENT OF LABOR AND INDUSTRIES a ABBREVIATIONS: t A A.B. ACOUS. A.C.P. ACT. A.D. ADJ. A.F.F. ALUM. APPROX. ARCH. BD. BLDG. BLK. BLKG. BM. BR. BRG. B1W. B.U.R. B.C.S. CAB. CAR. C.B. GEM. PAAS. C.G. C.I. C.J. CLv CLR. C.M.U. C.O. COL. CONC. CONST. CONT. CORR. C.T. C.P. D. DBL. DER. DEMO. D.F. DIM. DISP. D.L. DN. DR. D.S. DW. DWG. E. D. E.I.F.S. E.J. ELEV. ELEC. E.P. EQ. EXIST. EXT. OPT. E.S. E.C.P. FA. F.D. FDN. FX. FX.CAB. F.H.C. FIN. FLASH, FOR. FLUOR. F.O.S. F.O.W. FT. FTC. FURR. GA. GALV. G.B. G.I. GL. GO. 055. /W5. H. H.B. H.C. HDwE. HT. H.M. HORIZ. HR. HDR. HCP. I I.D. INSUL. INT. I.P.S. JAN. JST. 0. And Angle At Center Line Diameter or Round Number Anchor Bolt Acoustical Acoustical 'Ceiling Panels Acoustic Tile Area Drain Adjustable Above Finish Floor Aluminum Approximate Architect (vrap Board Building Block Blocking Beam Brick Bearing Between Bait -up Roof Baby Changing Station Cabinet Carpet Catch Basin / Chalkboard Cement Plaster Corner Guard Cost Iron Control Joint Ceiling Clear Concrete Masonry Unit Cleanout Column Concrete Construction Continuous Corridor CeramicTile Center Point Dryer Double Detail Demolition Drinking Fou ntain Dimension Dispenser Dead Load Down Door Down Spout Dishwasher Drawing East Each Exterior Insulation Finish System Expansion Joint Elevation Electrical Electrical Panel Equal Existing Exterior Epoxy Paint Exposed Structure Exterior Cement Plaster Fire Alarm Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Fire Hose Cabinet Finish (0) Flashing Flooring Fluorescent Face of Stud Face of Wall Foot or Feet Footing(s) Furring Gage Galvanized Grab Bar Galvanized Iron Glass Gypsum Wallboard Gypsum Wallboard Water Resistant Height Hose Bibb Hollow Core Hardware Height(s) Hollow Metal Horizontal. Hour Header Handicaped Inside Diameter Insulation Interior Iron Pipe Size Janitor Joist Joint V L. IAV. LL. MAX. M.B. M. D.O.P. MECH. MFR. M.H. MtN. MISC. 14.0. MTD, MIL. N. N.I.C. N.T.S. 0 0A. OBS. O.C. O.D. O.F.C.1. OFF. OPP. P.C.P. PL. P.LAM. PIAS. PLWD. PR. PT. PART. P.T.D. Q O.T. R R. RA R.B. R.D. REF. REFER. REINF. RED. RESIL. RM. R.O. R.T.M. R.S.T. R.C.P. S. S.C. SCHED. S.D. SECT. SHT. SIM. S &L S.N.D. SQ. S.S. S.STL STD. STL 5T0R. STRUC. SU55. S.V. SV. /CR. SYN. T. T.B. T0. /WIT. TEL TEMP. T &G THK. T.O.P. T.T.D. T V. T.O.W. TIP. T.O.B. T.O.C. T.O.S. T.S. TERR. T.S.C.D. UNFIN. U.N.O. VAR. V.C.T. VERT. VEST. V.W.C. VER. W. W/ w.e. W.C. WD. W.G. W.H. W/0 W.P. W.R. WT. W.W.F. Length Lavatory Live Load 2 Maximum Machine Bolt Medium Density Overlaid Plywood Mechanlcol Manufacturer Manhole Minimum Miscellaneous Masonry Opening Mounted Metal Microwave North Not In Contract Nct To Scale Overall Obscure On Center Outside Diameter Owner Furnished Contractor Installed Office Opposite Portland Cement Faster Plate Plastic Lcminated Plaster Plywood Pair Point Partition Paper Towel Dispenser Quarry Tile Riser, or Radius Return Air Rubber Bose, or Resilient Base Roof Drain Reference Refrigerator Reinforced Required Resilient Room Rough Opening Rubber Tire Mat Resilient Stair Tread Reflected Ceiling Plan South Solid Core Schedule(d) Soap Dispenser Section Sh: et Similar Stain & Lacquer Sanitary Napkin Disposal Square Service Sink Stainless Steel Standard Steel Storage Structural Suspended Sheet Vinyl Sheet 0ryi Chemical Resistant Symmetrical Tread Tack Board Tow& Dispenser Waste Receptacle Telephone Tempered Tongue & Groove Thick Top of Pavement Toilet Tissue Dispenser Television Top of Wall Typical Top of Beam Top of Curb Top of Structure Tube Steel (Pipe) Terrazzo Toilet Seat Cover Dispenser Unfinished Unless Noted Otherwise Varies Vinyl Composition Tile Medico! Vestibule Vinyl Wall Covering Verify Washer, West, or Width With White Board Water Closet Wood Wire Glass Water Heater Without Water Proof Waste Receptacle Weight Welded Wire Fabric SYMBOLS: Iona, 10 A OFFICE rn 100A Door mark VICINITY MAP: - - -- Building grid Fine Numbers- Left to Right Letters- Top to Bottom Window type Louver type © Interior elevation (Arrow i ndicates the caeca direction) Room name Room number Revision cloud and Number Elevation title vertical gnd line Elevation above finished floor Work ypaard control Point _ - - or datum point - - - - - -- Match Line - - - - - -- Property fine Discipline Location On Page Discipline Sheet Number Location On Page Discipline Sheet Number Location On Page location on page Section Location On Page Detail Title DETAIL 0 AIM HJ3 Sheet Number Detail Number SCALE: 3' Scale 1k4 n ' I.ay-i -- Fluorescent fudure 2r04r to - - - Fluorescent is Fature X11 DETAIL ON 24 X 36 SHEET: DETAIL ON 8.5 X 11 PAGE: 55001NG / WALL CROW; EXTERIOR EL£IAf0N: Fixture ype (ReferenTce Electrical Drawings) F u so oresseent fixture Surface Mount Fluorescent Fixture Dia Sharing Denotes Ernergensy Lighting Recessed DOSSB Fuorescent Fixture oV MATERIAL SYMBOLS: Kam 5 01 Fe CAD Fde Number ZMMEEMEEM DETAIL TUBE ON 8.5 X 11 PAGE: Z=2=2= &eta Stud Wogs Wood Stud Was Ex"stirg Walls ..... Conaete Web IX] ICJ F_ar& /top sal:.., Conaete (Section). Crewel Gypsum Board () Grp (Plan) Concrete nwsarey (p6.1) Weld - large soda (section) Metal - Sod scale (section) Rough woad Rough :cod blocking / sliocs+irlg Finish Wood Gypsum board Gage Soale) Gypsum board (Sasall Sole) f&pd kmdtbm 'molar:a -loose cc bsMt FACILITY SKETCH: CONSTRUCTION N DOC M 4242 SOUTH 115TH STREET II UKV V OLA WASHINGTON #94027.00 4 0 5 EDITS 6 PROJECT DIRECTORY: CITY OF TUKWILA Pty WORKS, DEPARTMENT CONTACT: 6300 SOW - CENTER BOWL RANDY BERG, PROD. MGR. (206). 433 -0179 TUKtitli, WA 1 98188 TOM KEEFE, RRE CHIEF FAX: 431 -3665 ARCHIT MERYSTT - PAR a CONTACT: (206) 383 -8700 -1701 COINIBIE RON THOMAS FAX: 383 -8723 TACOMA WA 98402 -3207 CHARUE O'HERN MATT 1AASE CIVIL A SYMONDS AND ASSOCIATES CONTACT: 1601 SECOND AVENUE (1000) GARETH CRUDE SEATTLE, WA- 98101 AMR MOAZZAMI STRUCTURAL AJT..B.L CONTACT: (206) 383 -2422 2215 NORTH 30101 STREET (300) GEOFF H005DON FAX: 383 -2572 TACOMA. WA 98403 TOM RIMS MECHANICAL / ELECTRICAL 3025 112TH (200) BELLEVUE. WA 95004 LANDSCAPE ARCHITECT t1AKAN0 DEWS 300 EASE PIKE STREET 90471LE. WA. 98122 CONTACT (206) 822 -9499 LYLE IdATZ81CK FAX: 822 -4338 NARK 51550 TED Gic'5E CONTACT: DALE DENNIS ROB &ORGAN (206) 441 -1855 FAX: 448 -7167 (206) 292 -9392 FAX: 292 -9640 LEGAL DESCRIPTION Lots 1 to 15, Inclusive, Block 26; Lois 1 to 12 Encluzin . Block 27; Lots 1 to 15, Inclusive. Block 28. All in C.D. Hillman's Meadow Gardens Addition to the CRy of Seattle, Division No. 3, According fo Ifs Plat thereof, Recorded in Volume 12 of Plats, Page 86, in sckg County Washington. TOGETHER rah the East half of 42nd Avenue South; Also TOGETHER .5575 South 114111 S&ee5 Also TOGETHER sith South 115th Street, Lying within said Plat ON NO. 53 6 7 7 DRAWING INDEX: A0.1 TITLE SHEET CIVIL 01.1 SITE PLAN - DRAINAGE / GRADING C1.2 SITE PLAN - STRIPING / CURBING PLAN C1.3 SITE PLAN - SEWER / WATE -R PLAN C2.1 NOTES C2.2 NOTES LANDSCAPE L -1 IRRIGATION PLAN L -2 PLANTING PLAN ARCHITECTURAL 41.1 SITE PLAN A2.1 FLOOR PLAN A3.1 EXTERIOR BUILDING ELEVATIONS A3.2 BUILDING SECTIONS A3,3 WALL SECTIONS 53.4 WALL SECTIONS A4.1 DETAIL PLANS / STAIR SECTION A4.2 DETAIL PLANS A5.1 INTERIOR ELEVATIONS A5.2 INTERIOR ELEVATIONS A6.1 REFLECTED CEIUNG PLAN STRUCTURAL 50.1 50.2 S1,t 91.2 GENERAL NOTES STANDARD DETAILS FOUNDATION PLAN ROOF FRAMING PLAN MECHANICAL /ELECTRICAL 60.1 MECHANICAL LEGEND AND ABBREV. M0.2 MECHANICAL SCHEDULES M2.1 FLOOR PLAN - HVAC M3.1 FLOOR PLAN - PLUMBING M3.2 FLOOR PLAN - PLUMBING M4.1 DIAGRA145 AND DETAILS M5.1 SECTIONS E7.1 SITE PLAN E2.1 FLOOR PLAN - UGH TNG E3.1 FLOOR PLAN - POWER E4.1 FLOOR PLAN - COMM. E5.1 DIAGRAMS AND DETAILS By uiY OF pP iib. ED ' AUG I 2.011 BIIFLDING RS.13 Lo LIR 8 toot staid tl id! ' =13n .. dpv7ovals ard subjadt an . Unti d- r, and dspidval of plans doet, d prize the vlolation o" any adopted ccoe oc ordinance. Rete.ipt e con- tractor's copy of approved plans acknc,vledped. Date -q-00 '. /�.J�/ � M Peonit No. J r< - i rrw q PER CONTRACTORS MARKUP SET JULY 1997 120co - ,zsy RECENED C11 Y OF TUKWILA AS -BUILT SET JUL 3 1 2000 PERMIT CENTER Merril +Pardini 0 Sheet No. Depot. District 206 - 363 -8700 to A Member or The Pmeocan mstnate f amne�te 0 Architecture Urban Design Sparc D:V Inlenor P Design Pra title TUKW LA FIRE ST l +TI l�� C ■ vOa 53 WASHINGTON 3 -18 -96 JOB NO. 94027 AS -BUILT SET 7 -22 -97 Sheet Contents TITLE SHEET ea macro mi., n.a area. to otpot..1 ad ace da = en tAt �a > r� .man are wmn �w a n..m>6E Scale AS NOTED Ref. Rath AOD1 ITEM STATION RIM EL INV. EL CB-1 STA 11+85.3 24_51T) 16.68 14.68 CB-2 STA 11+05.3 22.31T) 17.27 15_08 CB-3 STA 10+33_0 3.1 19.50 15.45 CB-4 STA 10+00.0 116.6 LT 18.58 16.03 CB-5 STA 10+65.2 204.61T 18.00 16.00 CB-6 STA 11+07.8 184.5 17.76 15.76 CB-7 STA 11+54.1 196.91T 17.51 15.51 CB-8 STA 11+97.1 54.51T 16.83 14.83 STR-1 STA 11+88.3 14.11T 16,63 14.63 STR-2 STA 12+94.4 38.71T 16.00 14.00 MH -1 STA 12+06.0 73.0 LT 15.50 13_00 MH-2 STA 10+20.8 22.51T 20.3016.0+11- M14 17.7 R EX is . ER MH Tp_A -3. 9 7 u 0 s.T\ VID T E 6 + - p5 4' ROOF DRAIN - • 14.00 ?_=10 EMERGENCY SPILLWAY A-RE4- S-HEE'"9C:11-, _ , 2 3 DRAINAGE CONSTRUCTION TABLE _ 2 L Ave. s. 5 (Loco 10. 64 0.es 31111111111111111, CONSTRUCTION POINTS DATA NO STATION OFFSET I p_g I 12+96.8 20.4' LT P-10 I 12+48.1 52.9 LT P-11 I 12+28.7 j 22.e LT P-12 11+86.1 40.2 LT P-13 I 11+75.4 I 83.0' LT P-14 I 11+12.8 75.1' LT P-15 I 11+08.9 19.1 LT P-16 I 10+97.5 I 49_2' LT P-17 I 10+59:9 38_9' LT P-18 I 11+63.6 , I 111.3' LT P-19 I 11+47.7 ' I 169_2 LT P-20 v ' I 10+55:4 P-21, I 0+40.3 93.7' LT 133.6 LT NOTE: P18, P19, P20, AND P21 ARE BUILDING CORNER POINTS. NOTES: 1. CATCH 1 BASINS SHALL CONFORM TO CITY OF TUKWILA STANDARD DRAWINGS 0-30, D-3, AND D-14. 2. PIPE INSTALATION SHALL CONFORM TO aTY OF 'TUKWILA' STANDARD 0-12 3. PROTECT CATCHBASINS DURING CONSTRUCTION AS 'SHOWN ON DETAIL T-9. 6 9- FXISTING X 7 7 CONSTRUCTION TABLE POINT NO. P1 P2 P3 P4 P5 P6 P7 P8 STATION STA 10+29.1 179.51T STA 10+54.3 201.3LT STA 10+87.6 199.7LT STA 11+09.8 177.7 LT STA 10+12.2 190.91T STA 11+10.61 224.8'LT STA 10+56.5 230.61T STA 11+44.2 (182.1 LEGEND PROPOSED DESCRIPTION Set Rod A Cap 7 I N 8 Wetlands Flag Watermeter Fire Hydrant H Gate-Valve Water Meter W Water Line Gas Line Phone Line Power Pole GeoGrid Guy Wire --D Storm Line ▪ Storm Drain Catch Basin • Storm Drain Manhole Oil-Water Separator S Sewer Line • San Sewer Manhole Chain Link Fence Trees Bioswale Spot Elevation weweawerr Silt Fence TP TP TP TREE PROTECTION FENCE ar• 8 ROOTS/ED CITY OF TUKWILA JUL 3 t 2000 PERMITCENTER SYMO N DS £ R Ingamomm Merritt+Pardini Union Doha Phdrict Tacorna 98402 " 206-3R3-13700 Architecture Urban Design it smannomm TillIKWOLA FORE STATION NO. 53 TUKWILA WASHINGTON /111.111.1111EW JOB NO. 94027 I /r/ 9.G AS-BUILT SET 7-22-B7 1111111101111111111= --- Sheet Contents SITE PLAN DRAINAGE/ GRADI1NG ., used 'at cSichha eiteut yr. canal at he athtte. Scale r=20 Ref. North 20 0111111111101MI . 2/35. A Ak 2 2 ) 1 i 3 :_ , /Atk■ { OI 9' -6' LT. OFFICE BII 14' -0' 3 3 4 5 0 0 O 2 MECHANICAL LOFT SCALE: 1/8' — 1 8 1 /Y- 2' 11 3/4 — 61' -10' MAIN FLOOR PLAN SCALE 1/e 4 A MECHANICAL LOFT AITIL 79'-0' 1 PLYWD. 134• —s. 2' 27'-0 1/2' 5 RESOU ROOM STORAGE SLEEP NG RM WATCH OFF CE A SLEEPING RM. CAB NALLWAY CAR. VC SLEEPING RM. 104 KITCHEN SLEEPING RM. 106 13' -8' ,;, 8' ,,, 8'-4 8' -4 ) 8' -4 8' -4- 1 10'-4 y-o 1/2; 12'—tf _3 1' 20 - 1 /8" 6 1/4 3/4" I 6 1/4 3/4' 6 1 /4�f� 2 3/4- y-4 333°°° -0; —1 3/4= 110 1/4' 1' -1 3/4' 0 1/4' I 1' -1 3/ 1/4• C 1 8 9 3 � A4.1 14'-0" 6 L GENERAL NOTES 1. ALL DIMENSIONS ARE TO FACE OF STUD (UNLESS NOTED OTHERWISE). 7 7 FLOOR DRAIN b 1HR WALL CONSTRUCTION .4% 2000" 8 0 immirumws Merritt+Pardini j6 ' RECEIVED CITY OF TAUT/lLA Sheet Na. U L ' (GU PERMIT CENTER Historic District 1 701 commove Tacoma, Washington 206 - 38 3207 206 - 383 -8]00 A uemner of me nmeocan mact�te r arcnaeats Urban Design Space Planning Interior Design TUKWILA FIRE STATION c NO. 53 MICWOA WASHINGTON JOB NO. 94027 Date Revisions 03.18.96 LAS-BUILT SET 7 -22 -97 Sheet Contents FLOOR PLAN oa mehed : e*, miibd b upi6V aq o9•d .eYtlhvdid aNMmtby� � a l�LY ioe 4 rtifw ¢we tlLi° mAhf. EIMMINMENINI Scale 1/K - 1'—V Ref. North Project Title A 0 3 -6 " bOTTOM OF FRAM��NG 4,14' 1/8" BOTTOM OF STRUCTURE ROTT 6OTTOM OF FRAMING ' -0" FINISH FLOOR D.S. I LOUVER (EXHAUST FAN BEYOND) SEE: . I E12 24' —D' •• SOUTH ELEVATION 4 SCALE: 1 /5" = SCALE: 1/8' = tr_D 1L� D.S. C) NORTH ELEVATION SCALE 1/8' = 1 -Dr EAST ELEVATION — DCWNSPOUT BY GUTTER MFR. C9 HOSE TOWER ONLY 2 1 I 1 fl D.S II I ! I \\ BOLLARD, TYP. SHINGLE SIDING, TYP. 0 A ASPHALT — ROOF. TYP. it li I i I LOUVER (MAKE —UP AIR UNIT BEYOND) SEE: _ 1 E12 : A3.3 �l L_1 I, — I / D.S. 3 2 A3.3 v ASPHALT ROOF, TYP. \ L D 5. BOARD & BATTEN, TYP. BOARD & BATTEN, TYP. CHAIN DOWNSPOUT, TYP. SEE: D12 BOLLARD, TYP. ® F l D.S. BOARD & BATTEN, TIP. SHINGLE SIDING, TYP. HI SHINGLE SIDING, TYP. 4 sa BOLLARD, TYP. a =• 5 D_5. DS j DS- Q I j I 0 0 0 VOwN PPOUE BY GUTTER MFR_ fs ADSE TOWER ONLY ED WEST ELEVATION SCALE: 1/5' = 1'-0' CHAIN RAIN LEADER D.S. 00 oQ S::' • - GLE SIDING, TYP. — ASPHALT — ROOF, TYP. \ `--- BOARD & BATTEN, TYP. SHINGLE SIDING, TIP. o S SOUTH DETAIL ELEVATION SCALE: 1/4 = 1 —U 2X6 WD. TRIM, TYP. ,— CUT 2X8 WD. TRIM HEAD OF DOORS, TYP 2X3 WD. TRIM, TYP. © WEST DETAIL ELEVATION SCALE: 1/4' = 1' -0" CHAIN DOWNSPOUT, TYP. 8 2X6 WD. TRIM, TYP. 2X3 WD. TRIM, TYP. NOTE: BRACKET REMOVED FOR CLARITY BOARD & ROTTEN, TYP. I 2X6 WD. TRIM, TYP. D.S. SHINGLE SIDING NOTE: BRACKETS REMOVED FOR CLARITY 8 G n r,h, Rt4 v CRY OF CRY OFTUKWILA JUL 3 1 mu PERMIT CENTER Merritt+Pardini Historic District ,]D, commerce Tocomo. Was h i ng 206 - 30 3 20] 206 - 303 -8]00 A u <m6 <r of msst�t< or tucna«ts Project rle TUKWI FORE STATIO G NO. 53 JOB NO. TUKWILA WASHINGTON Date AS •ALT SET 7 - 22 - 97 IMENIEMENIMEN Sheet content, EXTERIOR BUILDING ELEVATIONS pa a ea, o- text* x.ven. eebe meet of be Sheet No. 03.18.96 A3.1 Anna <cw.e Uroon sin Spvice Planning Inte�or Design 94027 ill /ZC (3) STUD 6,U. TYP, FULL HOT. 67 TO WAL - IE. PLAN FOR 6 STUDS RECD UP 1641 AT 8” TYPICAL SIMPSON A3 EACH BU. C• WHERE OPE WIDTH ExCE LOCATE HEAD 6 AT TOP CF WALL AS INDICATED B ENG:N'EER CR ARCHITE TYP. BEARING WALL ELEV. NO SCALi= 24 YYP 'CAL ALL CORNE BARE 1 "CLR TYP REINFORCEMENT PLACI NO SCALE l i i l .-CI MiN.CLR .'.," MAX (2, I6d TYP (2/ ISO INTO = STUD AT TOP AND SOT M (4, INTOSGL COL 40 DIA (15 r,IN) TYP CAL 5PL CE LNLESB NOTED OT' SE G DETAIL 2Xb BLKG FULL LENGTH OF STRAP C%J NO HORIZ PW. JONTS FOR LENGTH OF STRAP MP. MST48 40 DIA. FOR GRAD REINF, 4S DIA. FOR 6R60. REINF. MIN. SPLICE TYPICAL ALL BOND B-AMS 2" MIN COvF-R TYPICAL (2) F5 AT ENDS GF WALLS TYPICAL 4 - DIA FOR GR40 R: : b DIA FOR G SO REINF- MN SPLICE Y" ALL. VERTICAL IN= IN AD N.- P 'AL R NF PROVI (I) FL MIN. AR0UN0. GP KINGS GREATER THAN 24" 6U. LESS 'THAN 4S" IN EITHER DIRECTION. EXTEND 'OPENING REIN :. 48 BAR DIA. BEYOND FACED OPENING, TYPICAL ADDNL VE= REINF. (SAME AS LINTEL) IN CELL ADJACENT TO OPENING. ExTE,D FULL STORY HOT- T rPICAL ALL OPENNS GREATER THIAN 24° k° MIN COvER NOTES: I. TYPICAL REINFORCEMENT SHOWN. USE MORE IF REQUIRED BY SPECIAL DETAIL. � I 2. F0 CORNER BAR USE (2) FE 48" O.C. 24" TYPICAL MASONRY NO SCALE TOP REIN: (2) FS SOT REINF (2) FS S_' SAWCUT x I SLAB THICKNESS- 1 MIN. FIL WITH MASTIC MUST 5E MA DE WITHIN 4 TO 12 HOURS AFTER CONE HARDENS. BLADES SHALL NOT BE 6'_'JNT AS TO CAUSE CHIPPING OF CONC. SECTION NO SCALE SOLID GROUT (NO T' CH. PENETRATIONS THIS AREA) :b" LINTEL BLOCK TYPICAL LINTEL DETAIL TYPICAL BOND BEAM REINF. SEE FOR LINTELS OvER 48° OES PROVIr A•D'L (2) 5 AT 24° CC HORIL TOP REINF MAY SE OTIITTEE. IF S' -4'vO B.": REIN= IS L THAN I2 ° 'ABOVE LINTEL BOT REINF. 3. HOCK ALL REINP THAT CANNOT ExTENT.ZED. 4_ GROUT ALL CELLS CONTANNG RENF. ANCHOR BOLTS CR OTHER E'5EDDED ITE."TS- STOP RE:SE AT SLAB • ( t I 1 -1 t t —t FIIIEIL iE 11 1=15 •�1T17— .-:Tc. :II!- 11CII�IIL - � 1'IC ilk �I�I�F g to ui � oetl�a SLAB REINF. Sr ° GO. {JOTe -: 1 r Js ACROSS JOINT 5AR5 A C -AT 4° SLAB 1E x 5•1 H BARS AT 5 GO- -AT S E.'A3 - GREASE OS END CF ALL GOE:P_5 TYPICAL C JOINT :YP:GAL CON.STRJCT/ON• JOIN: �r�s oAO■ ®nimme zgammi i1.1 clam Mal tt ® MIN MIN all _S =MIIII =111=fii.a1111111 EMI I11111M1M'IIM=»77111111IOM1111iHltM1111 MEWL_ RENp T'r' T «"N. 24« WIDE III 11711 ME! HIM —1u1 -1 ogmsj; 1 —I t s_ -- -I v I lMIMilitl INNII_ti - - - 11>i ®11= 751 M1:1 G- OT SOLID TYPICAL B(T: BEAM WALL ELEVATION (2) RELNF_ O TYP DETAIL OF PIPE AT CONCRETE FOOTING O NO SEAL_ E COJSE - S SHOWN L^N:E_ TOP RE:NP S L'-N = SO..O" R=N=. SON_J BEAM RENT._ ADDN L R- : dS.>> 5i 4,5 �5OS 5 ••7 e`ET ) EK' 4b SLR ^.rIA BEYCS FACE 0' ALL Or"N =S GTE- = EE THAN 45" WIDE F✓JNDAT °C7V TYP P S0E"T O 0' • t REIN? L' SE\ (2) BARS EEW7 O SHEEP SO.1 - GENERAL NOTES Revise Note 1.4.1 to read "...by.Geo- Engineers: Report Geotechnical Engineering Services, Proposed Fire Station No. 53. Tukwila Washington and see Addendum to Report, Supplemental Geotechnical Engineering Services for the Proposed Tukwila Fire Station No. 53. Allow 33-1/3% increase in allowable soil pressure for loads from wind or seismic origin." i>Z,tW Z 5'-V RECEIVED CITY OF TUKWILA JUL 3 1 2999 PERMIT CENTER Exammuni Merritt +ra ui� li ct 1 JOt Commerc rocoma, 206 -3E 2 -8 206 393 B]00 Oymp o zning 2 0501 l- 206 J53 0C 00] em6�.s of me Ineuwle o f arcnnect: lu<nileclure Plcnn�ng u•enn oee�9n CM SI2.CR21[ 19661376 uw P1Mx9te• INOSTNF ANWRLeB v.orecl rue TUKWOLA ( \� I��rFORE M V A U IIOO U V NO. 533 Dote 18 MAR 1996 TUKWILA ASHI60GTO0 A AS -BUILT SET 7-22-97 Sheet contents STANDARD DETAILS 4' 8' Sheet No- Re4sions Ref. North ScD !1! /:35. • 16 � T III 7I I PLACE ALTERNATING CORNER BARS AS S NO EE I) V'. 'C R_.1F. 540,, IS ADDITIONAL IP N R"^ _ _:NE 1S NOT IN PROPER LOCATION. a - - • SUBS'ITU'ED RV4 J 4 E I 4 ` 2 MIN � (2) 160 -e. TYP 31 °0 HOC/CS Y-"" BE FOR CCRNERBARS SEE NOTE FE 4) RE FAT ALL WA L'. CORNERS, ENDS, AND INTERSECTIONS S.:A BE FABRICATED AND PLACED N ACCORDANCE WITH APPROPRIATE DETAIL SHGJ.N. S) USE ACI MIN 1 HOCK FOR ET:BE_DMENT LESS THAN 40 DIA. PAST FACE OF WALL. El CONCRETE WALLS SHOWN. T) WALL DETAILS 5HO'WN, F001,46 ":_ DETAILS SIMILAR. --- --.4_,_-- MIN. LAP NORIZ. 6" MAX TYP 160' HOOK 40 DIA REINF. LAP .4 DIA. W/ REI':NF. NF. 7■ \---.DR. CONK TO FA.°E f COL SEE NOTE ! >?. C-i_. GR �- t C_O.. F\...N P_ -N 2X S6 ' (2) Iba - - - - -� , °, TNA'LS AT GTR FULL HGr STUDS WHERE „.34.. HAN (3) B STUDS RECD. UFO. I I 2X TRTD P TG MATCH STUD WIDTH (3) STUD 6,U. TYP, FULL HOT. 67 TO WAL - IE. PLAN FOR 6 STUDS RECD UP 1641 AT 8” TYPICAL SIMPSON A3 EACH BU. C• WHERE OPE WIDTH ExCE LOCATE HEAD 6 AT TOP CF WALL AS INDICATED B ENG:N'EER CR ARCHITE TYP. BEARING WALL ELEV. NO SCALi= 24 YYP 'CAL ALL CORNE BARE 1 "CLR TYP REINFORCEMENT PLACI NO SCALE l i i l .-CI MiN.CLR .'.," MAX (2, I6d TYP (2/ ISO INTO = STUD AT TOP AND SOT M (4, INTOSGL COL 40 DIA (15 r,IN) TYP CAL 5PL CE LNLESB NOTED OT' SE G DETAIL 2Xb BLKG FULL LENGTH OF STRAP C%J NO HORIZ PW. JONTS FOR LENGTH OF STRAP MP. MST48 40 DIA. FOR GRAD REINF, 4S DIA. FOR 6R60. REINF. MIN. SPLICE TYPICAL ALL BOND B-AMS 2" MIN COvF-R TYPICAL (2) F5 AT ENDS GF WALLS TYPICAL 4 - DIA FOR GR40 R: : b DIA FOR G SO REINF- MN SPLICE Y" ALL. VERTICAL IN= IN AD N.- P 'AL R NF PROVI (I) FL MIN. AR0UN0. GP KINGS GREATER THAN 24" 6U. LESS 'THAN 4S" IN EITHER DIRECTION. EXTEND 'OPENING REIN :. 48 BAR DIA. BEYOND FACED OPENING, TYPICAL ADDNL VE= REINF. (SAME AS LINTEL) IN CELL ADJACENT TO OPENING. ExTE,D FULL STORY HOT- T rPICAL ALL OPENNS GREATER THIAN 24° k° MIN COvER NOTES: I. TYPICAL REINFORCEMENT SHOWN. USE MORE IF REQUIRED BY SPECIAL DETAIL. � I 2. F0 CORNER BAR USE (2) FE 48" O.C. 24" TYPICAL MASONRY NO SCALE TOP REIN: (2) FS SOT REINF (2) FS S_' SAWCUT x I SLAB THICKNESS- 1 MIN. FIL WITH MASTIC MUST 5E MA DE WITHIN 4 TO 12 HOURS AFTER CONE HARDENS. BLADES SHALL NOT BE 6'_'JNT AS TO CAUSE CHIPPING OF CONC. SECTION NO SCALE SOLID GROUT (NO T' CH. PENETRATIONS THIS AREA) :b" LINTEL BLOCK TYPICAL LINTEL DETAIL TYPICAL BOND BEAM REINF. SEE FOR LINTELS OvER 48° OES PROVIr A•D'L (2) 5 AT 24° CC HORIL TOP REINF MAY SE OTIITTEE. IF S' -4'vO B.": REIN= IS L THAN I2 ° 'ABOVE LINTEL BOT REINF. 3. HOCK ALL REINP THAT CANNOT ExTENT.ZED. 4_ GROUT ALL CELLS CONTANNG RENF. ANCHOR BOLTS CR OTHER E'5EDDED ITE."TS- STOP RE:SE AT SLAB • ( t I 1 -1 t t —t FIIIEIL iE 11 1=15 •�1T17— .-:Tc. :II!- 11CII�IIL - � 1'IC ilk �I�I�F g to ui � oetl�a SLAB REINF. Sr ° GO. {JOTe -: 1 r Js ACROSS JOINT 5AR5 A C -AT 4° SLAB 1E x 5•1 H BARS AT 5 GO- -AT S E.'A3 - GREASE OS END CF ALL GOE:P_5 TYPICAL C JOINT :YP:GAL CON.STRJCT/ON• JOIN: �r�s oAO■ ®nimme zgammi i1.1 clam Mal tt ® MIN MIN all _S =MIIII =111=fii.a1111111 EMI I11111M1M'IIM=»77111111IOM1111iHltM1111 MEWL_ RENp T'r' T «"N. 24« WIDE III 11711 ME! HIM —1u1 -1 ogmsj; 1 —I t s_ -- -I v I lMIMilitl INNII_ti - - - 11>i ®11= 751 M1:1 G- OT SOLID TYPICAL B(T: BEAM WALL ELEVATION (2) RELNF_ O TYP DETAIL OF PIPE AT CONCRETE FOOTING O NO SEAL_ E COJSE - S SHOWN L^N:E_ TOP RE:NP S L'-N = SO..O" R=N=. SON_J BEAM RENT._ ADDN L R- : dS.>> 5i 4,5 �5OS 5 ••7 e`ET ) EK' 4b SLR ^.rIA BEYCS FACE 0' ALL Or"N =S GTE- = EE THAN 45" WIDE F✓JNDAT °C7V TYP P S0E"T O 0' • t REIN? L' SE\ (2) BARS EEW7 O SHEEP SO.1 - GENERAL NOTES Revise Note 1.4.1 to read "...by.Geo- Engineers: Report Geotechnical Engineering Services, Proposed Fire Station No. 53. Tukwila Washington and see Addendum to Report, Supplemental Geotechnical Engineering Services for the Proposed Tukwila Fire Station No. 53. Allow 33-1/3% increase in allowable soil pressure for loads from wind or seismic origin." i>Z,tW Z 5'-V RECEIVED CITY OF TUKWILA JUL 3 1 2999 PERMIT CENTER Exammuni Merritt +ra ui� li ct 1 JOt Commerc rocoma, 206 -3E 2 -8 206 393 B]00 Oymp o zning 2 0501 l- 206 J53 0C 00] em6�.s of me Ineuwle o f arcnnect: lu<nileclure Plcnn�ng u•enn oee�9n CM SI2.CR21[ 19661376 uw P1Mx9te• INOSTNF ANWRLeB v.orecl rue TUKWOLA ( \� I��rFORE M V A U IIOO U V NO. 533 Dote 18 MAR 1996 TUKWILA ASHI60GTO0 A AS -BUILT SET 7-22-97 Sheet contents STANDARD DETAILS 4' 8' Sheet No- Re4sions Ref. North ScD !1! /:35. • 16 � T III 7I I J ` _ I AT 5 BREAKS ,I. J 4 E I / ' / � (2) 160 -e. TYP --- --.4_,_-- EGA. EQ. 7■ \---.DR. CONK TO FA.°E f COL SEE NOTE ! >?. C-i_. GR �- t C_O.. F\...N P_ -N 2X S6 ' (2) Iba - - - - -� , °, TNA'LS AT GTR FULL HGr STUDS WHERE „.34.. HAN (3) B STUDS RECD. UFO. I I 2X TRTD P TG MATCH STUD WIDTH 1 (1) NCR:Z F„-- - J DTH 6"...5 V "D5 A� OPNG E A E TYPICAL j ;: ,6n N_!LS TYP PE R Oe 61MPSGN NDA WHERE READ. FOR 6HE1R� SGHE :. AB. AND `� :NG __ III LL 5.-= 1 / / SEE PLANS POR SIZE. PRO VIDE (3) STUDS MIN. FOR TYP. INSTALLATION SEE I um u El 1 h (3) STUD 6,U. TYP, FULL HOT. 67 TO WAL - IE. PLAN FOR 6 STUDS RECD UP 1641 AT 8” TYPICAL SIMPSON A3 EACH BU. C• WHERE OPE WIDTH ExCE LOCATE HEAD 6 AT TOP CF WALL AS INDICATED B ENG:N'EER CR ARCHITE TYP. BEARING WALL ELEV. NO SCALi= 24 YYP 'CAL ALL CORNE BARE 1 "CLR TYP REINFORCEMENT PLACI NO SCALE l i i l .-CI MiN.CLR .'.," MAX (2, I6d TYP (2/ ISO INTO = STUD AT TOP AND SOT M (4, INTOSGL COL 40 DIA (15 r,IN) TYP CAL 5PL CE LNLESB NOTED OT' SE G DETAIL 2Xb BLKG FULL LENGTH OF STRAP C%J NO HORIZ PW. JONTS FOR LENGTH OF STRAP MP. MST48 40 DIA. FOR GRAD REINF, 4S DIA. FOR 6R60. REINF. MIN. SPLICE TYPICAL ALL BOND B-AMS 2" MIN COvF-R TYPICAL (2) F5 AT ENDS GF WALLS TYPICAL 4 - DIA FOR GR40 R: : b DIA FOR G SO REINF- MN SPLICE Y" ALL. VERTICAL IN= IN AD N.- P 'AL R NF PROVI (I) FL MIN. AR0UN0. GP KINGS GREATER THAN 24" 6U. LESS 'THAN 4S" IN EITHER DIRECTION. EXTEND 'OPENING REIN :. 48 BAR DIA. BEYOND FACED OPENING, TYPICAL ADDNL VE= REINF. (SAME AS LINTEL) IN CELL ADJACENT TO OPENING. ExTE,D FULL STORY HOT- T rPICAL ALL OPENNS GREATER THIAN 24° k° MIN COvER NOTES: I. TYPICAL REINFORCEMENT SHOWN. USE MORE IF REQUIRED BY SPECIAL DETAIL. � I 2. F0 CORNER BAR USE (2) FE 48" O.C. 24" TYPICAL MASONRY NO SCALE TOP REIN: (2) FS SOT REINF (2) FS S_' SAWCUT x I SLAB THICKNESS- 1 MIN. FIL WITH MASTIC MUST 5E MA DE WITHIN 4 TO 12 HOURS AFTER CONE HARDENS. BLADES SHALL NOT BE 6'_'JNT AS TO CAUSE CHIPPING OF CONC. SECTION NO SCALE SOLID GROUT (NO T' CH. PENETRATIONS THIS AREA) :b" LINTEL BLOCK TYPICAL LINTEL DETAIL TYPICAL BOND BEAM REINF. SEE FOR LINTELS OvER 48° OES PROVIr A•D'L (2) 5 AT 24° CC HORIL TOP REINF MAY SE OTIITTEE. IF S' -4'vO B.": REIN= IS L THAN I2 ° 'ABOVE LINTEL BOT REINF. 3. HOCK ALL REINP THAT CANNOT ExTENT.ZED. 4_ GROUT ALL CELLS CONTANNG RENF. ANCHOR BOLTS CR OTHER E'5EDDED ITE."TS- STOP RE:SE AT SLAB • ( t I 1 -1 t t —t FIIIEIL iE 11 1=15 •�1T17— .-:Tc. :II!- 11CII�IIL - � 1'IC ilk �I�I�F g to ui � oetl�a SLAB REINF. Sr ° GO. {JOTe -: 1 r Js ACROSS JOINT 5AR5 A C -AT 4° SLAB 1E x 5•1 H BARS AT 5 GO- -AT S E.'A3 - GREASE OS END CF ALL GOE:P_5 TYPICAL C JOINT :YP:GAL CON.STRJCT/ON• JOIN: �r�s oAO■ ®nimme zgammi i1.1 clam Mal tt ® MIN MIN all _S =MIIII =111=fii.a1111111 EMI I11111M1M'IIM=»77111111IOM1111iHltM1111 MEWL_ RENp T'r' T «"N. 24« WIDE III 11711 ME! HIM —1u1 -1 ogmsj; 1 —I t s_ -- -I v I lMIMilitl INNII_ti - - - 11>i ®11= 751 M1:1 G- OT SOLID TYPICAL B(T: BEAM WALL ELEVATION (2) RELNF_ O TYP DETAIL OF PIPE AT CONCRETE FOOTING O NO SEAL_ E COJSE - S SHOWN L^N:E_ TOP RE:NP S L'-N = SO..O" R=N=. SON_J BEAM RENT._ ADDN L R- : dS.>> 5i 4,5 �5OS 5 ••7 e`ET ) EK' 4b SLR ^.rIA BEYCS FACE 0' ALL Or"N =S GTE- = EE THAN 45" WIDE F✓JNDAT °C7V TYP P S0E"T O 0' • t REIN? L' SE\ (2) BARS EEW7 O SHEEP SO.1 - GENERAL NOTES Revise Note 1.4.1 to read "...by.Geo- Engineers: Report Geotechnical Engineering Services, Proposed Fire Station No. 53. Tukwila Washington and see Addendum to Report, Supplemental Geotechnical Engineering Services for the Proposed Tukwila Fire Station No. 53. Allow 33-1/3% increase in allowable soil pressure for loads from wind or seismic origin." i>Z,tW Z 5'-V RECEIVED CITY OF TUKWILA JUL 3 1 2999 PERMIT CENTER Exammuni Merritt +ra ui� li ct 1 JOt Commerc rocoma, 206 -3E 2 -8 206 393 B]00 Oymp o zning 2 0501 l- 206 J53 0C 00] em6�.s of me Ineuwle o f arcnnect: lu<nileclure Plcnn�ng u•enn oee�9n CM SI2.CR21[ 19661376 uw P1Mx9te• INOSTNF ANWRLeB v.orecl rue TUKWOLA ( \� I��rFORE M V A U IIOO U V NO. 533 Dote 18 MAR 1996 TUKWILA ASHI60GTO0 A AS -BUILT SET 7-22-97 Sheet contents STANDARD DETAILS 4' 8' Sheet No- Re4sions Ref. North ScD !1! /:35. •