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Home My WebLink AboutPermit B94-0381 - WESTERN STATES - RAMPCity of 7ukwil'� i (206) 4313670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B94 -0381 Type: B -BUILD Category: ACOM Address: 6233 SEGALE PARK DR D Location: Parcel #: 352304 -9112 Zoning: Type Const: RAMP Gas /Elec: Wetlands: Water: HIGHLINE Contractor License No.: SEGALBP151M5 Status: ISSUED Issued: 12/01/1994 Expires: 05/30/1995 Suite: Type of Occupancy: WAREHOUSE Slopes: N Sewer: SEPTIC TENANT WESTERN STATES 6233 SEGALE PARK DR D, TUKWILA, WA 98188 OWNER M A SEGALE INC PO BOX 88050, TUKWILA WA 98138 CONTRACTOR SEGALE BUSINESS PARK P.O. BOX 88050, TUKWILA, WA 98138 CONTACT STEVE NELSON P.O. BOX 88050, TUKWILA, WA 98138 Phone: (206) 575 -3200 Phone: 206 575 -3200 Phone: 206 575 -2000 ******************************************** * * * * * * * * * * * * * * * * ** * * * * * * * * * * * ** Permit Description: CONSTRUCT NEW CONCRETE RAMP TO WAREHOUSE AT EXISTING OVERHEAD DOOR. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: Left: SETBACKS .0 Back: .0 Right: . 0 . 0 Valuation: 4,310.00 Total Permit Fee: 123.30 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature 11)...e- - 9(d 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 work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I.am authorized to sign for and obtain this b »i ing permit. 6Ct. 7:2)e6)--. Signature: Print Name: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. CITY OF TUKWIE Department of Community Development -- Permit Center 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 (206) 431 -3670 Building Permit Application Tracking U PLAN CHECK NUMBER PROJECT NAME W12-1 k-e Y f SITE ADDRESS (Q.a5.2alp P t< D r .D SUITE NO. INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DEPARTMENT ;DATE; BUILDING - initial review DATE APP.ROV 11 19/4( ROUTED UIREMEN' CONSULTANT: Date Sent - Date Approved - '4 FIRE FIRE PROTECTION: Sprinklers Detectors FIRE DEPT. LETTER DATED: INSPECTOR: N/A INIT: PLANNING AS 2.4 q PPUBLIC WORKS 0 OTHER Is IZalg4 INIT: N /A INIT: JJ ZONING: REFERENCE FILE NOS.: BAR/LAND USE CONDITIONS? MINIMUM SETBACKS: N- S- E- UTILITY PERMITS REQUIRED? Yes No PUBLIC WORKS LETTER DATED: BUILDING - final review BUILDING OFFICIAL toy olio( INIT: TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? °Yes ,cieNo UBC EDITION (year): /9't/ REVIEW COMPLETED AMOUNT OWING: ____th CONTACTED �� ,` I.1son DATE NOTIFIED 1 r� '50-- C �"1 BY: (init .) ,...._0431 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: (init.) 01/08/93 CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDIN3 PERMIT APPLICATION DESCRIPTION. AMOUNT RCPT# DATE BUILDING PERMIT FEE PLAN CHECK FEE BUILDING SURCHARGE : OTHER: TOTAL SITE ADDRESS SUITE # G29 e. i- gh-L Sp-,,--e " D", VALUE OF CONSTRUCTION - $ L 3/0. 40 PROJECT NA E./TENANT Lll e :. v- ry G...) i-c`• _ ck. +r-,' ASSESSOR ACCOUNT# 35" o-) -- c,I / 2- TYPE OF 0 New Building • Addition !4 Tenant Improvement (commercial) • Demolition (building) WORK: 0 Rack Storage 0 Reroof • Remodel (residential) 0 Other DESCRIBE WORK TO BE DONE: A) e. -u a ate e ,rite \- 6.1/41-19 (�. va-v- l., O�.ts-e Gam} e.,,, ►' 5 0. !4 do v (L BUILDING USE (office, warehouse, etc.) L&- v Cx-r S e \ NATURE OF BUSINESS: Rue. P pe_ 4 1-_-_.-i 447 i, 5 1% i-.' _,..1) -c1U Itz WILL THERE BE A CHANGE IN USE? A No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: %51.45.. 65— Tenant Space: 3601-. Area of Construction: 6-24 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? A No 0 Yes IF YES, EXPLAIN: PROPERTY OWNER ,� n PHONE ADDRESS Qox e.,8oe5D 7...< ici,L.,; i cL ZIP 71r13� CONTRACTOR 5, ei clic. G ...is% rye" 9,,..,,k PHONE 75-_ 0 ADDRESS 47 GuX 8 8�� ,.� ZIP c& 13 s. WA. ST. CONTRACTOR'S LICENSE # fie" '. /i L 6 Pi 5• 1-16- EXP. DATE 7-09 - 95- ARCHITECT PHONE ADDRESS ZIP • :1` HEREBY CERTIFY. :THAT.1 HAVE :READ >`AND ;:EXAMIN.ED THIS .:APPLICATION AND (NOW: <i'. BE TRUE AND: :CORRECT, AND I ;AM AUTHORIZED: TO, APPLY :FOR THIS..;;PERMIT SI N TURE BUILDING OWNER OR AUTHORIZED AGENT PRINT NAME 1_�v�iv DATE PHONE 9-73 _ zpa0 ADDRESS CONTACT PERSON . LD'-) CITY/ZIP Tc.rl'cu,;lc` PHONE 6-25- _ ?Coo APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. 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. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. 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 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. if you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES 03/,6/9, COMMERCIAL, NEW COMMERCIAL BUILDINGS /ADDITIONS IT Completed building permit application (one for each SU RMiTTAL CHECKLIST nAssessor Account Number Two sets (2) of the following riSpecifications ri Structural calculations stamped, by a Washington State license Soils repor, stamped by a Washington State licensed engineer Topographical survey Energy calculations stamped .by a Washington State licensed engineer or architect Legal description LJWorking drawings, staniped by a Washington State licensed architect, which include • Site plan . • Architectural drawings ' ••Structural drawings • Mechanical drawings •. Elevations • Civil drawings .:Landscape plan .. Completed utility permit, application Six (6) sets of civil drawings NOTE: `: See'utility permit :application and checklist for.specifc utib submittal requirements RACK STORAGE Completed building permit application Assessor Account Number (2) sots of plans which include:. Building floor: plan showing • Entire space where racks will be located • Exit doors • Dimensions of all aisles Tenant space floor plan showing rack storage layout, aisles an NOTE: Include dimensions of racks (height, width and length), aisles exit ways on plan ri Structural calculations stamped by a Washington State licensed • engineer (rack storage 8' end: over) RESIDENTIAL COMMERCIAL TENANT: IMPROVEMENTS Completed building permit application (one for each structure • tenant) Assessor. Account. Number (2) sets of construction:plans, which include; Site plan Location of tenant space • Existing and proposed parking .:. • 'Landscape plan (If applicable, i e , change of use Overall building plan, • Tenant location • Use of adjacent (common wall). tenant • Overall dimensions of building or square footage Floor plan of proposed tenant.space • ,• Tenant space plan with Use of each room ialiell • Exit doors, egress patterns • New walls, existing wall, and walls to be demolished.' Construction details ••• .. • Cross sections showing wall construction and method of attachment for floor and ceiling: Structural calculations stamped by a. Washington State licensed • engineer may be required if structural work:is to be done (2 sets) NOTE : If any utility work is to be done, submit separate utility permit: • application and plans REROOF. Completed building permit application (one for.each:swctpre Assessor Account Number Narrative describing existing roof, material being removed, an material being :installed NOTE::A certification letter is required prior to final l. inspection and sign „ off of the permit ANTENNA/SATELLITE DISHES:: Completed building. permit application; Assessor: Account Number Two.(2) sets; of plans; which. include Site.'Plan (showing building and location of antenna/satellite dish • Details :antenna /satellite.dish:and method of:attachmen Structural calculations •stamped bya Washington Statelicensei • en ineer me be r u 8;. Y eg lead NEW SINGLE• FAMILY ..DWELLINGS /ADDITIONS Completed building permit application (one for each structure Legal description.:: Assessor. Account Number Two sets (2) of working drawings which include RESIDENTIAL REMODELS. Conipletedbuilding permit application Assessor Account Number:; iSix (6) sets of site plans showing utilities NOTE Building site plan and utility site plan may combined See utility_ permit application and. checklist for specific submittal.requiremonts Additional topographical and soils information may be:required if unique site conditions • Site plan - .►;(On plan;showalosesthydrant Location::': • • Foundation plan; include access to building, showing • Floor plan wld#i and length of access) Roof plan • Building elevations (all views • Building cross section • Structural framing plans Washington State Energy Code data Completed utility permit application (2) sets of working drawings, which include .Site, plan Foundation plan Floor..plan • • : Rooi plan • Building elevations (all views) •Building cross - section;. Structural.framing plans NOTE::If any:utility work is to be done provrdri utility permit application; and plans must be:: submitted REROOFS;.; r Completed building permit application (one for each structure) Assessor Account Number ,n Narrative describing existing roof, material being removed, an material being installed NOTE• A certification letter Is off of the permit required prior to final• Inspection and sign : *4** * ** *k * *A *•h * * ** * *:A *1**A1* ** Air * * *A ***11 *kh *k ** * * * *1* *1111 * * *A* C11'Y OF '1 UKWILA, WA TRANSMIT **11• #•A•k *1• * *** *Air * * * * **1A* * *A kA* *4* *A kA• **•1 *A * * *h•h * *4-* *kA * **1 *4'* * TRANSMIT Number :' 3400L451.Flmaunt: 123.30.11/08/94 11 :38. Permit No :' 094'-0381'. Type„ B-BUILD BUILDING PERMIT Parcel No: 352304-911 ' Site Address: 6233 SEGALE. PARK DR D 11/08/94 Payment Method: •CHECK 'Notation: SEOAL.E • BUSINC35 In i t: SL.B . *•k ***** h****** A****** A*• k1• k****** A** * * * * * **•k * * *•1•** * * *1 *1*** * * * ** Account Code Description • Paicl 000/322.100 • I3UILOXNG - NONRC:S 72.00 O0O /345.830 PLAN CHECK - NONRE3 46.80' 000/306.904 STATE BUILDING SURCHARGE —4.50 Total (This Payment): 12330 Total Fees: 123.30 Total All Payments. 123.30 • Balnnce: .00 GENERA 72.00 GENERA 46.80 GENERA 4.50 TOTAL 123.30 CHECK 123.30 CHANGE 0.00 7212A000 15 :43 INSPECTION RECORD C Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 o331 V (206) 431-3670 Project: Type of Inspecti. T— f NEs-) . Address. Q.?) Ds Date Called: Special Instructions: Date Wanted: ) — I I - 41 S .0.1—i-)i. p.m. Requester: Phone No.: Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: --- - - i() Inspector: e: 1 ) o $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT N0. / (206) 431-3670 Project:/, )eke ,:549L5 lype of Inspectiort-�i, r Addr spp ,,, e i GJJ i� v yj /J Date Called: //� g / 9 i/ ! �/ Spe'i�al Instructions: v. „Jo prl-w ,.r Wc‘. ..-.S Date Wanted: /01//g 9i am.' Requester: Phone No.: 5-7... .. Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' g------1519 ii- - ro1c— 1...6 AID rAG MrnP wAL(...3 rso ;ti' : rts6r1 0 c.7 t Pa a rt- P w I A V∎1-`- n4...)49 ► rJ S NrC -7, •l • • J •1 zjil ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: • CONSTRUCTION TESTING LABORATORIES, INC. P.O. BOX 1343, TACOMA, WA 98401 -1343 10111 SOUTH TACOMA WAY SUITE D -7 TACOMA, WA 98499 TEL.NO. (206) 922 -0798 / FAX NO. (206) 588 -0928 INSPECTION & TEST REPORT FOR REGE1V�� .JAN 13 1995 CO1NM pMENT DEV ELO CONCRETE PLACEMENT CLIENT: SEGALE BUSINESS PARK PROJECT: SEGALE BUSINESS PARK ADDRESS: 6203 SEGALE PARK DRIVE, TUKWILA CONTRACTOR: CLIENT FORMS INSPECTED: YES. DATE OF INSPECTION: 12 -09 -94 PROJECT NO. REPORT NO.: CONTRACT or PERMIT NO.: INSPECTOR: T -0056 REBAR INSPECTED: YES. /0 REMARKS: SEE FIELD REPORT FOR INFORMATION ON FORMS AND REINFORCEMENT STEEL INSPECTION METHOD OF PLACEMENT: CHUTE METHOD OF CONSOLIDATION: VIBRATOR CONCRETE SUPPLIER: STONEWAY CONCRETE TOCATION OF PLACEMENT: RAMP WALL FOOTINGS. LOCATION SAMPLED: SAME AS LOCATION OF PLACEMENT. MIX DATA: NO. OF YDS. PLACED: 10 YDS. CEMENT: 5.5 CEM.TYPE: I /II MORTAR TYPE: NIA SIZE AGG.: 3/4" SLUMP: 4-114" AIR 90: NIA ADMIXTURE: NONE A OUNT: NONE CONC.TEMP.: 68 DEG. AIR TEMP.: 49 DEG. NO. SPEC. CAST: -3- TIME SAMPLED: 13:50 HRS. WEATHER: CLEAR TRUCK NO.: 336 DESIGN STRENGTH: 2500 PSI CYL. NO. LAB NO. ! DATE TESTED AGE 1A ; 4 -6917 12-16-94 7 IB 4 -6918 01-06-94 �8 1C 1 4 -691.9 � 4 t i 28 WEIGHT N/A DIMENSIONS 6 "x13" PSI 4280 5907 5871 CONFORMS DATE RECV'D IN LAB: DEC. 12TH, 1994 REMARKS: CONSTRUCTION INSPECTION • LABORATORY ANALYSIS • GEOTECHNICAL INVESTIGATION • PAVEMENT CONSULTING SERVICES q CONSTRUCTION TESTING LABORATORIES, INC. P.O. BOX 1343, TACOMA, WA 98401 -1343 10111 SOUTH TACOMA WAY SUITE D -7 TACOMA, WA 98499 TEL.NO. (206) 922 -0798 / FAX NO. (206) 588 -0928 INSPECTION & TEST REPORT FOR CONCRETE PLACEMENT CLIENT: SEGALE BUSINESS PARK PROJECT: SEGALE BUSINESS PARK ADDRESS: 6203 SEGALE PARK DRIVE, TUKWILA CONTRACTOR: PACIFIC CONSTRUCTION FORMS INSPECTED: YES. DATE OF INSPECTION: 12 -13 -94 PROJECT NO. T -0056 03 (94 -0381 M.KISAK REPORT NO.: CONTRACT or PERMIT NO.: INSPECTOR: REBAR INSPECTED: YES. REMARKS: SEE FIELD REPORT FOR INFORMATION FORMS AND REINFORCEMENT STEEL INSPECTION METHOD OF PLACEMENT: CHUTE METHOD OF CONSOLIDATION: VIBRATOR CONCRETE SUPPLIER: STONEWAY CONCRETE LOCATION OF PLACEMENT: RAMP WALLS. LOCATION SAMPLED: SAME AS LOCATION OF PLACEMENT. MIX DATA: HOTWATER CEMENT: 5.5 CEM.TYPE: IN MORTAR TYPE: N/A ADMIXTURE: AEA CONC.TEMP.: 74 DEG. NO. SPEC. CAST: -3- AIR TEMP.: 34 DEG. TIME SAMPLED: 12:10 HRS. NO. OF YDS. PLACED: 9 YDS. SIZEAGG.: 7/8" SLUMP: 5" AIR To: 5.1 % AMOUNT: 20 OZS. WEATHER: CLOUDY /FOG TRUCK NO.: 311 DESIGN STRENGTH: 2500 PSI UYL. NV. Lab NV. VALO ICJ LW AVC YV 1(Jfl[ La IrLDIVOLIMYLI s.,■ 24 4 -6991 12 -20 -94 7 N/A 6 "x12" 2370 2B 4 -6992 01 -10 -95 28 3431 2C 4 -6993 28 3467 CONFCA DATE RECV'D IN LAB: DEC. 14TH, 1994 REMARKS: CONSTRUCTION INSPECTION * LABORATORY ANALYSIS * GEOTECHNICAL INVESTIGATION * PAVEMENT CONSULTING SERVICES CONSTRUCTION TESTING LABORATORIES, INC. P.O. BOX 1343, TACOMA, WA 98401-1343 10111 SOUTH TACOMA WAY SUITE D-7 TACOMA, WA 98499 TEL.NO (206) 922-0798 / FAX NO. (206) 588-0928 RECEIVE' FEB 02 '1995 DEVELOPMLN r FIELD INSPECTION REPORT CLIENT: Segale Business Park PROJECT: SE GALE BUSINESS PARK ADDRESS: 6203 Segale Park Drive, Tukwila CONTRACTOR: CLIENT DATE OF INSPECTION: 01-25-95 REPORT NO: 0 CONTRACT or PERMIT NO.: PROJECT NO: B94-0381 I arrived at Custom Steel Fabricator's shop to perform special and field testing, for today's scheduled visual weld inspection. Upon my arrival and meeting with Jim Hagedoen, as requested inspection of visual weld performed for PC MK 1A, 1B, 1F (2 each), 2A, 2B, 2C, 2D, 3A, 3B, 3C and 3D, and found these welds complete and conforming to the shop drawing and AWS D1.1-92. The welder is W.A.B0. certified, see attachment for certification. WEATHER: CLOUDY INSPECTOR: M.Kisaklid • • r• • Custom Steel Fabricato (206) 723 -1997 • CITY OF TUKWILA Address: 6233 SEGALE PARK DR D Suite: Tenant: WESTERN STATES Type: 8 -BUILD Parcel #: 352304 -9112 Permit No: 894- 0381 Status: ISSUED Applied: 11/08/1994 Issued: 12/01/1994 *• k• k• kf***• kk* k**• k**' kk**• k**** k***** k• k** k• k• k• M• M• kk• k**' k• k• kk• k• k• k• k• k•M•k•k * **kf *•k ;4'kk•ftfk^M'M *k Permit Conditions: 1. No changes will be made-,t .- ... 1a ' ' .s.u.-.riW..' less.w.approved by the Architect or En ' ' n g i ne�e�l >2Rda, »��, =the Tulcw i 3 e Bcr �r= :Iti..filt�q.,f1 i v i s i on . 2. All permits, insp tian re i- or�ds, and�, approved *1 .1 i shall be available at t e Fj:o� i�te pr-ior to {the start of:any con- . C '`Styr '1a ;r, k, § 1a }4 A 1 to F t .� .,, struction. These duc(rme., t's,j arse_, to' be. rnain',ta�f ned a`r d,` :avai l - able unti l�,.,,;.na1 inspection approval i'' rrante`d ,;r1 3. All truc�t,up,a1 conc e,te hall b `be special - i nstpec`ted (UBCt fr 4. When spit a1,> 'nspection is r-' �iir} e,Q either the owi�e \ archi tf9 or engineer shall 'notify .ftge Tukwila Building Divas ' of appoi ttment`ot 't�he inspection agencies pi ' o `� M �, prior' tot. the f°4rr t building ins;p'ection''`_ Copies of all speoic,1' °`� ins Oat't i ane. repot is shall . be spbmitted, to the Building 4r.;.. D i v pt Vo n '' i n r.:, , b, timely �ime1yia�ner� Repor•,t`sha11 contain'Adiir;;es;, pro ect name, perm,..it .. �•,n umb� elr and t y pe.o f'. inspection ection being p eformed. t v 0 ,,_.. { .. j tin 3`; `, /' 4 / '. -€i5. Thespecial4 Inspector . sha ubmit final signed ° report, st t,;i,ng`,whether <,the: work"'r., equ `tiring;.specie1Anspection ,wa"s, to the best of the inspe,octo'v -'s knuwledge', in conformance -A, with °)apj roved s=p l arrOnd p'eO f 1'cat''i,or s.rand `the applicable, workmanship provisions of the UBC...,�'',`r,;:- 6. Not�it the CIty. of Tukwila Build'in'g D..iv�ision -- prior to placing any c onrete. This proced "ur�e�-,is in adii+itiorj' to;an,, requ` reme is or special ins ect ii h . 4. + „v, :b 7. All c`p t.str:u.ct'ion `to be done in copfurmanc& wi ttl approved plans 'and requirements of the Unri,form Bu i l ii i ng';Cca'de (1991 Edition,) ;as ame,nded,�-,Uniform Mephanica' l ;,Co,de;' (1991 Edition's and Wash }i, ' gton ;St te `Energy Code (1994 Edion) . ;.• �; N `r 8. Validity "fir" ; Permmi t�. The` ti ��i,ssuance of a permit or a'ppprova'l,:of plans, spe°c:i1fi,cations, and comp'utation's shall nut be oo�,ri- strued to be :�.,a" permit for, or an approval of, any violation of any of the" provisions of th;e'bu il d ,ng code or of'� •any other ordinance the .lurisdi'ct (in; r No permit,;pr esuming� to give authority to vi or "+ 9 it�l�,ate or c�ttce'1` the � pr�ou 1i;,�pris of this code shall be valid. F.;' ?,.,:�...... • RECEIVED C" OF TUKWILA NOV 8 isg4 PMMrF owrin .... ,. „ DEPARTMENT OF LABOR THIS CERTIFIES THAT THE PERSON NAMED HEREON (I :5 • * •.)i5.? '' VIZ' '' * ' *. , ..,,,,.;g.t.t14e *15. 1" .. e :!.." - . , 4 .. . 1:- ..1'4V AND INDUSTRIES . 1 IS REGISTERED AS PROVIDED BY LAW AS A ' 5 STATE OF WASHINGTON i.;.'11:REGIsnYiTichN NumBiTt-rti,iiAtit:46.ri Y6Exriwo.10A*." . • ,. . 51 4 ..... . 17,7:' • 1,, 5 7 . . '4' "; '-''''' `4* 0 ', 1, ',... a t • ...' rA. ,... V.i.:•lat ,,;., t •,.t..! ,01“ef, ,::.‘ r . ...../ . ... :.: -:.) A , 1:4A11.‘,1P,;.-..97.4P41..(;::,. FFEttiVt*.,- att. 41, : "•5'i 1i 1 nV 44+46' - ' *4411).11,4 ;04f. '1.7i r 5 5 '.....f.,.‘*.:1-T.it.fr,..%,,..... ."-r,''1 1 ....'■frili .; .4 ;..1::14' !,..4 .P.i., 7J SEVALEV-BUS1NE .'.. P ' . ..ile--: - ..11-*-.1 ii-6' ibiCiaiiiiii .-: - . :"4 't ' ' f • , ,,,,,,p,p,.:.:::!,,,:iw,-.5..-.1 1 0 * TUKW/LA.`: '. (:14-'-','", -,1 . ;.'' 98138205 t.., . . , 4-:••i'iS l',•:;, ' ..`,; ..:,, ... i: .', ;. . .. ,r,•, k .:.,,,vih . , • „; .., Iv . . -, . ..; :.-•... :::.......::::;:......'2".1„ .1 / F825.052-000(3.92) ..; "./...ywoo,le.vv,iticrvccwiTiVzciwook-ietktm,..v—m—A,,N.ii.v..C.Amvo..;;NrCS;,,,,,,,m,A.,‘Ati.3,tiy.—W,Aicv-‘—eoniv;tovvoe.w.A...wooey'vvonwo. Vvi RECEIVED C" OF TUKWILA NOV 8 isg4 PMMrF owrin , : k. • • Anna tA6tNtsP Pan "O• let CwQM&R a,w1,y,pe see. at PON $48 Aaoove R a K Hie' I ,m ' SEE ACCESS EASEMENT DETA /L L OASIS OF BEARING r' ACAS. 1 A \S. CC fes~Eo ASPNAIT CCESS Acres 16ie %SNP Pos g1$�-. so • 0 0I i New ea.-tes -alv e R�r,�� ACCESS EASEMENT DETAIL scats / 00' NOTE SPECIAL INSPECTION BY AN TORY APPROVED ENO 1ABORA0 REQUIRED FOR TWO FOLLOWIN. COME PECTIOND BE ADMINISTERED AS By 1 C. SECTION 306 ONT 0 TIM U BVILDINa INSP F 4 4904 0,4,0 '8J • ACCESS EASEMENT DETA %L • • ,: • • LEGAL DESCRIPTIQtet That portion of the North half and Government Lots S and 6, 'All in Section 34. Township 23 North, Range 4 Pest, N.M., in. Ring County,'Washington, described as follows: “Oatimn;CINO at the Northeast corner of said Government Lot 6: :'. • ,thence Nottp. 87.56.03 Neat along the North line thereof, 134.49 feet to the POINT OP BEGINNING: thence North 17.20'17' East, -Y - -.474'08 feet, thence South 70607'18• East, 35.02 feet: thence •• rth 17!20'17• East, 393.90 feet: thence South 87.50'09• East •:t?: 210.53 foot to a point hereinafter known as Point,• "•: thence d South 17•28•13• Nest, 856.90 feet to the North line of said •;'.4•. Goveiemerit Lot 5; chalice continuing South 17.28.13• West, 567.17 . feet:-0.16e North 66•3 }'27• went, 239.40 feett•thence North --•a' 17.20'17• East 476.52 feet to the POINT OP BEGINNING. "entail:ns: 304,749.9 Square Feet (6.9961 Acres). :•l Q RESEW-1E8 on easesent for sidewalk and utility purposes so& fn s and egress to'maintain, Install, improve and extend said ut)fitio ver the Northerly 15.0 feet and over the Southerly ISO feet of the property described above. 7• . •. Vii. •t. , • SUBJECT TO • for utility purposes and ingress and egress to maintain; install, improve and extend said utilities, over the Easterly 25 feet of the property described above. RESERVING an easement for railroad purposes, and an easement for access . ....a:. road purposes, including, but not Belted 'to, railroad maintrack, lend .s. •;' track and) pur tracks, as well as for railroad access and 110. a as•well'is for her vehicle egress and ingress and t ' over that'porti n thereof lying Easterly of the Esst6PPIy •u Id n g add the'Northeyly and Southerly production thereof. iodinated *VII an easement for common access, purposes, including ingress and egress,•over the following described parcels ..p, Beginning at the aforesaid Point "A "; thence South 17.28'13" West, 117.05 feet to a point of ature on a line 10 feet Westerly of the centerline, of the railroad lead tract;{ thence going in a Northeasterly 'directien'along a curve to the right having a radius of 393.51 feet; the canted of which bears South S9.3S'O)" East through a central angle 101 18.26'35" an arc distance of 105.03 feet; thireee North 10.19'51" :East, 7.76 feet; thence North 87.50•09•• West, 15.00 feet to the TRUE 'POINT OP BEGINNING. 1ER WllIl an easement for utility purposes and ingress and 'gloss 011intsln, install and improve sold utilities, 30 (act in width. Wt,! I5 feet on each side of the following described centerline: IMO.it the aforesaid Point "A "1 thence South 17°211113" West • e f et;i thence North 66.31'27 e Nest, 254.48 (a to the TRUE 1, OF SKINNING; thence North 17.28'17" East, 949.44 feet to the fsiOUS Of said easement centerline. . vi:e ' .. •t - . to MMTH AND SUBJECT TO on easement for utility purposes and in- led ,,``ress to maintain, install and improve said utilities, 30 Eldth, having 13 feet on each side of the following described It the aforesaid Point "A" thence North 87'5o'o2" Nest, to the TRUE POINT OP BEGINNING; thence $outhrtl•10'l7" W1. thence North 72.3143" West,•42 feet to the terminus nt centerline. SUBJECT, HOWEVER, t the right of owner • uccessor•s in title to relocate said aseaent within ass Park. _ . - - -__ • I I a .. I TOGETHER WITH a non exclusive easement for ingress, egress and utilities purposes, 60 feet in Width, having 30 feet on each side ' of the following described centerlines BEGINNING at a monument at the Northeast corner of the Southwest Quarter of the Northeast Quarter of Section 35. Township 23 North, Range 4 East, W.N.,•in Ring County, Washington: thence South 07.44'56• West, 470.00 feet•to a point hereinafter designated Point •B•: thence continuing South 07.44'56• Nest, 406.67 feet: thence along a curve to the right, having a radius of 2,500 feet, through a central angle of 21.29'22• an are distance of 937.65 'feet: thence South 29•10'30• West. 423.10 feet: thence North 66031'27' West, 1,150.34. feet to the terminus of this easement centerline. BICBPT that portion thereof lying within South 180th Street. • ToNITHER.WITH, Beginning at Point •B• described on the above centerline: thence North e7•S0.0$• Hest. 1,130.75 feet to the terminus of a centerline having 0 feet of width on each side. SUBJECT, lOUBVEA, to the right of Owner and Owner's successors in title. to relocate said easement within Segal.. Business Park on the following term and conditional 4) Any such relodation shall perpetuate similar rights of in- gress, egress and utilities to a public roads . 12) The width of said relocated easement and the physical star- facing thereof shall be similar to that of the initial easement; 13) The route of said relocated easement shall afford reasonable direct access to a public roads (0) The expenses of such relocation, including the construction and surfacing thereof, shall be the sole responsibility of Owner or owner's successors in title: Y TOGRT111:14 WITH AND SUBJECT TO an easement for utility pur ingress and egress to maintain, install and is rove•ssid util 10 feet in width, having S feet on each side of the following do- scribed centerlinet •• Beginning at the aforesaid Point "A "; thence'North 87.50'09" Vest 189.79 feet to the TRUE POINT OP BEGINNING; thence South 17.28'17" Nest 1,354.70 feet to the torsions of amid easement centerline at the Southerly property line. SUBJECT, HOWEVER, to the right of owner and owner's successor's in Title to relocate said easement within Segale Business Park. TOGETHER WITH AND SUBJECT TO an element for building setback pppuuurisottos over a 60 foot wide strip) of land surrounding and ad- •jaeent to an existing building line, which is described as !hallows: 1That portion of the Southeast Atwitter of the Northwest quarter and the Southwest quarter of the Northeast quarter and Govern- ment Lots S and 6. ALL in Section 34, Township 23 North, Range 4 Vast, M.N., in Ring County, Washington, described es follows: COMMENCING at a monument at the Northeast corner or the said Southwest quarter of the Northeast quarters thence South 07.44'56• West 470.00 feet: thence North 07.50'09• West 937.93 feet; thence South 17.20'13• West, 31.10 feet: thence South 17•20.13• West 100.33 feet: thence North 72.31.636 Vest 54.46 feet to the TRUE POINT OP BEGINNING: thence South 17.201176 Nest. 1,260.20 feet, thence North 72.31.43• host. 123.60 feet: thence North 17•20'17• East, 1,250.7" feet: thence South 72.31'43• Vast. .92.60 feet: thence Worth 17.20'17• Best, 10.10 feet: thence South 72.31•63• East 31.00 feet to the TRUE POINT OP BEGINNING. Said easement shall be irrevocable for no long an any building or other structure exists within 30 foot of the Easterly line of the above described building line. : °s v te CC COD CPO ta slam anaa az m;iji fr/ FILE COPY 77 understand that the Plan Check appro :valiant to errors andomissionsandapp pans does not authorize the violation utopted code or ordmanco Receipt lac als S ov .14 of wig if can edged '•actor's stymy nsaeknov. By Date /%r /-Q5 i Permit No +•a '� - OO S! Seger: is ATTACHMENT 41 8BPIMAS BUILDING 781 NOTE 182 MRKING STALLS O t) wants r NOY�B 694694 Si007 0011Ms APQp-tt 00430 140001' • r291990 SURVEYORS CERTIFICATE twos NAP canaanY earnaaawr• A SWIM NAM sr At as rhea" ni OINserwef TMss V? scat w nsaua *r. tent AT en manumit or MA JO scans. air SITE ADDRESS: 18205 Seg. egale Park Dt: b, 18264-18340 Southeenter Parkway bIAwln 9.00NN cmtensmin saaewtstDCA"oaunverOR LS NO. et" i • • I. • • • • STRUCTURAL NOTES • V alaameb 24, CIA. (15".MIN.), YYP. ALL.CORNER BARS AND SPLICES PLACE ALTERNATING CORNER BARS AS SHOWN s 2"MIN MAX. (TYP) • MIN. 180' HOOK LAP 24 DIA. W/ HORIZ. REINF _ rEre CLR • INOLES:) 1 VERTICAL. REINF, SHOWN IS ADDED IF NORMAL WALL REINF IS NOT IN PROPER LOCATIONS. 2. CORNER BARS ARE SAME SIZE AND SPACING AS HORIZ. REINF. 3 S(`' HOOKS MAY BE SUBSTITUTED FOR CORNER BARS (SEE NOTE 5). 4 kr'Nr AT ALL WALL CORNERS, ENDS AND INTERSECTIONS SHALL BC FABRICATED AND PLACED IN ACCORDANCE WITH APPROPRIATE DE 141.- SHOWN. 5. USE AC1 MIN. 90' HOOK FOR EMBEDMENT LESS THAN 24 DIAMETERS PAST FACE OF WALL. 6 CONCRETE WALLS SHOwN;MASONRY WALLS S'HIE 'R. WALL DETAILS SWOWN,FTG DETAILS SIMILAR. d YAP. US WALL SECTIONS AND INTERSECTIONS SH?'WY, USE APPROPRIATE DETAILS AC1 MIN. CLEAR + 1/2" MAX. -401- TYPICAL REINFORCEMENT PLACING DIAGRAM OPTION /1 CONDUIT PASSES BELOW FTG. TOP OF FIG ---� MAX E NOTE IF CONDu. 0 SAME \ ELEv. AS MALL FE.,. STEP DOWN TO ALLOW CONCJIT TO PASS THRU WALL PER THE TYPICAL STEPPED ITC DETAIL CONIC Wk. WALL C TG M .. ACEJUETLT SPAN 4' -0" - EX STING TRENCH FOR 'ONDUT / OPTION /2 CONDUIT PASSES 44RM WALL .- {BIN TRIM BARS AROLNO OPENING :EA. SIDE & 0 45') 24 ",24' MAX. OPENING 'op 7F FTG ') TYP. CONDUIT INTERSECTION • AT OWNERS OPTION PROVIDE #4 NC..E BARS FCR CRACK CONTROL �! AT OwT._R 3PT.•)N PROVIDLE TROWLED SMOOTH S_'PFACE TOR RAMP SLOPE TRANSIT'CN 64 REINF To Sic-) O CONTPOL JOINT SLA3 C'. ;RACE PER DET •; 31 ._'CE PEP FLAN, CONTROL JOINT ® SLAB ON GRADE CONTROL JCINT a --•L 25-0" O.0 MAX (LOCATE PER OWNER) STOP • JOINT IMF. r4D 1/2" CFFP CHAMrtI •• Y T. WIDTH OP WALL CONTROL JOINT CIO WALL CONTROL JOINTS • M f-- PEN,. TO RE SAW As ( LONGITUDINAL BARS. I PROVIDE MAN 24' LAP I w/ LONGI•JJINAL REINF. MIN. DIM. TO Or SAME AS FTG, THICKNESS THICKNESS ' TYPICAL STEPPED FOOTING EXIST. TILT UP WALL PANEL - T-J�rT I4 �'J 2)- LAIRS OF 3C« FELT FOR SLAB ISOL.� & PROTECTION OF EXIST STRUCTURE • • • • \••••,' . FELT PRJ ErTION - -- BOAPD PER OWNER AGAINST EXIST. CONC. STRUCTURE EXIST. INT FINISHED SLAB ON GRADE • D ■ ® NEW SLAB TO EXISTING SLAB .4 , I 2 -1/2 -- I M'N / r- 1" CHAMFER PER O'MNER f ,l r-- _!CS FELT FOR SLAB (SOLAT.CA I r 6" SL A? DN 'PACE W. p4 A 14` ) ■EA NA I 3 .i 4' it 6' Cr ,', CMPACTED GRAVEL BASE I P RO ..DE 94 • 24" :: RNER REINF. 0 FTG. 4: WALL CORNERS RAILING PER OWNER /UBC TO BE SUPPORTED a WALL 0 5'--6" 0 C PPCIDE ' /2`0 PRE-SET A OF I 't': .`TILT. ,,••., .,HESI\L ANCHORING SYSTEM W, 4" EMBEr• O 0: ST SUPPORTS LT °dr > STOP F -G'S AS RE7 .. PER DET .3/S1 1 REVEAL PEP OWNER PPOJIDE VERT ^AL WAL. CONTROL JOINTS PER DET. 4 /St PLACE REINF PER DET. 6/ S1 WELL COMPACTED S',B -BASE 1= w •2' RECOMPACTED GRADE / NEW ASPHALT IN FRONT OF WALL 6 s 0 10" J.C. (16" 0 C. WHERE SLAB HT IS LESS THAN 24" ABOvE r1N'SHEC CPADE) #4 0 16" 0C CONT HORIZ. 4'0 PERF. PVC DRAIN TO DAYLIGHT (OR 2'o WEEP HOLES THRU WALL 0 48" O.C.) PRCv.)E 12" STRIP FREE DRAINING MAIL 0 BACK FACE OF WALL (NOT /4 0 10" O.C. HEEL REINF. 2" CLR • A ADD'L /4 FOR STEM REINF. PLACING 2' -0" (12" WHERE SLAB HEIGHT' IS LESS THAN 24• ABOVE FINISHED GRADE IN FRONT OFF WALL) TYPICAL .® RAMP WALLS 04 0 t2' O.C. CONT. to MISS THESE STRUCTURAL NOTES SUPPLEMENT THE SPECIFICATIONS, ANY DISCREPANCY FOUND •,'AMONG THE DRAWINGS, • SPECIFICATIONS, THESE NOTES. AND THE •SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE CONTRACTOR. AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE'OONE AT THE CONTRACTOR'S RISK, THE CONTRACTOR SHALL VERIFY AND COORDINATE. THE DIMENSIONS AMONG ALL DRAWINGS PRIOR TO PROCEEDING WITH ANY WORK OR FABRICATION. THE CONTRACTOR IS RESPONSIBLE FOR ALL BRACING ANO SHORING DURING CONSTRUCTION. 1.1 OODE'8 ALL METHODS, MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE CITY OF TUKWILA AND; THE 1991 UNIFORM BUILDING CODE (UBC), AS AMENDED AND ADOPTED BY THE CITY OF TUKWIL.A AND THE SLATE OF WASHINGTON; A.C.I. 318-69 (REVISED 1932), A IS C. 9TH EDITION: A.LT,C 2ND EDITION;• AND 41$1 1986 EDITION AND 1969 ADCENDUM. 1.2 OESION CRITERIA A VERTICAL LOADS LOADS L13H- COMMERCIAL VEHIC.E TRAFFIC 200 PSF 1.3 SOIL DATA VAL.'ES ARE ASSUMED ANC ARE '0 BE FIELD VERIFIED SOIL BEARING a CONT. SPREAD FOOTINGS •3'2000 PSF EQUIVALENT rLL•ID ACTIVE PRESSURE AND PASSIVE PRESSURE ARE ASSUMED TO BE 35 PSF AND 350 PSF, RESPECT•VEL' SOIL UNIT WEIGHT IS ASSJMEO TO BE 120 PCF AND NE SLIDING COEFFICIENT IS ASSUMED TO BE 0.50. 2.0 STE WORK 2.1 EXCAVATION EXCAVATE FOR FOOTINGS OOw'. TO DEPTH SHOWN ON DRAWNGS OR 'C FIRM UNC!STURBED MATERIAL AREAS OVER - EXCAVATED SHAL_ BE SAO/FILLED WITH LEAN CCNCRETC ' i'c n 2000 PSI), OP BE STR_'CTURALL'V FILLED PER SECTION 2 2 AND SHALL BE AT THE CON TPACTOR S EXPENSE 2.2 BACKFILL AND COMPACTION BACh,r:LL SHALL NOT BE PLACED UNTIL AFTER THE REMOVAL .,' ALL FORMS, SCREE.D•S, OTHER WOOD DEBRIS AND MATERIAL SUBJECT TO ROT JP CORROSION USE O`:L t MATERIALS APPROVED FOR BACKFILL. IN AREAS UNDER SLABS OR FOC.TINGS, MATERIAL SHOULD BE GRANULAR IN NATURE. PLACED IN 6 -.NCH LIFTS AND COMPACTED T.I AT LEAST 95x. OF MAX!M•JM DRT DE1_ITv AS DETERMINED BY AASHTO COMPAC -'ON TEST. PROCEDURE T -150 THE FILL SHOUL; BE L,M -TE TO CLEAN, GRANULAR MATER 4- 3.0 CONCRETE at GENERAL NORMAL wEIC•,T CON'_RETE MEETING 'WE REQUIREMENTS Or A' 3C'- 8? ESTABLISH PROPORTIONS OF CEMENT, COURSE AND FINE A1,,'4CGATES, WATER, AND ADMIXTURES TO PRODUCE THE PROPERTIEo SFLC'FIED FOR EACH CONCRETE Mix TYPE PER ACI -301 ON TINE BAS'S OF PREviOUS FIELD EXPERIENCE OR TRAIL BA'CHES. A •A` ^R REDUCING ADMIXTURE IS REQUIRED IN ALL DONCPETE to XEt FCF THIS PROJECT ALL CONCRETE 500C PSI AND •iI :R SHA -L INCLUDE A SUPERPLASTICIZER AND BE rLOWABLE '6 TO 1' INCH SLUMP). USE ADMIXTURES IN ACCORDANCE At THE MANUFACTURER'S DIRECTIONS USE AMQUNTS OF WATEK- REDUCING AC'MxTURE THAT WILL PERM; PLATING MTHOur SEGPEGAnow. HONEYCOMBING OR ROCK POC':ET' THE SLUMPS SPECIFIED ARE NE SLUMPS REQUIRED AT THE POINT OF PLACEMENT NTO TINE STRUCTURE USE INTERIOR MECHANICAL VIBRATORS VWTH 7300 RPM MIN!MU!L' rRECL•ENCY DO NOT OVER -. BRATS CONCRETE SHALL BE PLL,RED MCt4CLITHICALI V RFTWEEN CONSTPUCP.ON CR C' :".T °OL JO'J'S PCC'TECT ALL FPLSHLY PLACED CONCRETE FROM PREMATURE DRAG ANC SCESSI.; HOT OP :'DEC TEMPERATJRES rOR SEvEN CA .c AFTER POURING. PROVIDE EN :.'NEER will PROPOSED CONSTRUCTIr.N CR CCNTRC...:OINT LOC -T10N5 FCR H'S APPROVAL OR L,SE JUN Is AS SH ^.M4 C,'v THE ORAMNGS ALL TIES AND ANCHORS SHALL BE C T err F..,SH WITH THE SURFACE. SLRrACES WHERE EXPOSED SHAT'_L EE SMOOTH AND FREE FROM •RRE(,ULAR.T ES CONDUITS & PIPES EMPEDCED W.'HIN THE SLAB •)TWER TAN THOSE MEPEL• P4S'N, TuCOUGH) E'iALL SA 'NSF THE FOILOw1N; 1. THEY • SHALL BE NOT LARGER THAN ONE THIRD NE OVERALL THICKNESS OF THE SLAB IN WHICH THEY ARE EMBEDDED. 2. THEY SHAD. BE SPACED NOT CLOSER THAN THREE DIAMETERS OR WIDTHS ON CENTER AT ELECTRICAL ROOMS OR CONGESTED AREAS *HERE MINIMUM SPACING CANNOT BE ACHIEVED, USE 06 AT 12" (-)C. EACH 'AM EXTENDING A MINIMUM OF TWO FEET BEYOND CONGESTION. MORE THAN ONE LAYER OF CONDUIT IS NOT PERMITTED UNLESS APPROVED BY THE ENGINEER 3. THEY SHALL NOT IMPAIR SIGNIFICANTLY THE STRENGTH OF CONSTRUCTION. 4. THEY ARE NOT EXPOSED TO RUSTING OR OTHER DETERIORATION. 5.. THEY ARE .:F UNCOATED OR GAL•ANIZE'. 'RUN OR STEEL NOT THINNER THAN STANDARD SCHEDULE 40 STEEL PIPE a2 S1R0I01H DESGN M'xt: TO PRC'v4DEE NORMAL WEIGHT CONCRETE WITH THE vet LovANO PROPERT.ES• APPLICATION ALL CONCRETE: SUBNOTES STRENGTH F'c (PS') 250'0 MAXIMUM HATER 'ELIE1' 4 A TIC 0.46 MAXIMUM SL, MP T'1L -'ES1 4 I. AN' OF THE ABOVE M;XES CAN BE USED F.OWABLE :e" to 1,_ SUMP` IF THE PROPER ADL''T• )N Jr ADM•XT'JRCS S .w-LurFD AND THE A,'C RATIO IS NOT iNC.K_ASED. 2. NON- STRUCTURAL CONCRETE SUCH AS SLABS LN GRADE MA OP MAY NOT CONTAIN WELDED -MIRE FABP :C ^'R SECTUN 3.5H OR PEER-MESH HOWEVER ,T .5 RECOMMENDED. IN OUR OPIN,ON• 'C' USE ONE OF THEM '0 ASSIST ;N PREVENTING VARIABLE SHRINI• AGE AND CRACKING. THE PROPORTIONS APPRC'.ED SHAL_ BE CAREF', �L MA.NTA'NED NO DEVIA''ON rROM THESE PRQO. RPONS. ESPECIALLY THE ADDITION Cr toorER. SHALL RE MADE WrTHCLIT APPROVAL pc -HE EN' NEER 3.3 MATERIAL - CEMENT, WATER 11t AGGREGATES PER AO 301 A CEMENT MUST CONFO'w 'C' A22 TM 156. T'•r'E ' OR TIP(' '1 ENGINEER'S APPROVA; .S RE': I'RED PLR LE-: if TYPE L; CEMENT B. WATER TO BE CLEAN AND POTAB_E. C .".OARSE AND FINE AGGREGATES TU ;r,NrC`•N n AS -m -C3' 3.4 MATERIALS A MAZER PEDLIC'NG AOM,xTURES. MUST :ON' ,PM _ J ASTM -C494 POZZOLITH POL •HEED, POZZoL. TH :00X4, ,;n C ?ZcLITECh 20. rOjZOLI,H SHALL BE INCORPORATE(' ',CU A. ;CN:RET= 'N EXA;,T A :CORDANCE WI'N THE MANJFACT..R[P 3 'NSTRU:T'CNS. CONCRETE :.ENG POZZOLIT- AD4.1XTURE: •: P°ODL'E FLCNABLE CONCRE'E MA' SE _15E_:: ,NT• -HE ENC. NEER S APPROVAL ADMIX '.PES AND C•OSA ;E_ W:L •AR•, CEFCNDINC. GN C1.mA'.0 C('NDITIONS AND -HE :ONTRA.'L: S .08r :E PE)WPE•`•.NT, MAA MUNI SLUMP COP ' -.N :BETE I'LL NC E r:EEE WITH A MIN'MUV ,F ;0 _'VICES ';,r r j,. :'ETC PE:R ;C) rVNLES :,C CEMENT ..SE 'N A. :"GRDANCE w'.-I VAN'_FAC "!'S PEC^MMENDAT'ONS 6 AIR ENTRAINMENT :ONFQRM TO ASTM_C.eo Ar.'' A:TM- C.494, MBdP nA MICRO -AR 9• WASTE' ?J'. E= ENTRA!•. Sr. 4 - 'Z AIR L. v' t•ME 'N ALL EXP ^.L, "ON _:L'r :T'-ER Co, X' - ^ -E. N.. -TIER Ai. Mix'. ^L; PEkAF'trr, rc: PRIOR A'-P iAL IS GIrEN BI 'Hr FN'. VEER r -- A EXIST. RAILROAD TRACKS (VERIFY LOCATION) • i e • EXISTING BUILDING #781 FE. 7 :PEN,N;:: ( S1 S.00. - t T.0 w NAT,JRAL GAS VrTEP 4SSE\IBL T J 3 3.d REINPCRuNO sza. . DETAIL, FABRICATE AND PLACE PER ACI.3 18 AND AC1 -316 SUPPORT REINFORCEMENT WITH APPROVED CHAIRS, SPACERS, OR TIES A STEEL REINFORCEMENT SHALL BE NEW OEFORMED BILLET STEEL, MEETING ASTM STANDARD "A" 616 •93: GRADE GO FOR 03 AND LARGER BARS UNLESS NOTED OTHERWISE ON THE PLANS SHOP DRAWINGS SHALL BE MARKED ACCORDINGLr AND SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION, ,TRADE 60 REBARS SHALL NOT BE BENT IN FIELD AFTER PLACING. B REINFORCEMENT IN ALL WALLS, SLABS. AND FOOTINGS SHALL BE CONTINUOUS AROUND CORNERS OR CORNER BARS PROVIDED. BOTH VERTICAL AND HORIZONTAL. LAPS. ALL TENSION SPUCES ARE ACCORL''\G TO ACI 318 -B9. CLASS B AND ALL COMPRESSION SPLICES ARE 30 DIAMETERS FUR Pc GREATER THAN 3000 PSI AND ARE 40 DIAMETERS FOR O' t•c -iERWA*1TCH SE IS LOSS THAN 1000 Pit, ALL SS NOTED TAN RE NFORCING AROUND ALL OPENINGS SHALL BE A M'NIML M 1 -05 'OP AND BOTTOM. EXTENDING 1-6" :.EYOND OPENING AT EACH CORNER. SEC T P :CAL DETAILS WELDING. TA ^K WE_D'tw OF PEBAR 15 NCT PERMITTED c'NLCSS CAL_ED FOR AND APPROVED B. THE ENGINEER MINIMUM REINF,)FC NG WHERE PEINFJR;EMCVT IS NOT 'MOWN ;N THE DRAWINGS. TIE "BUN.DIN; CODE REO ,REMENTS FOR PEINFORLED CO \CRETE"IACI 31/3-9R) SWA_. BE PEFERRE: 'J FOR PRI;PER "E ".rcP:EMFNT • 4E6A4 COVER PPuo10E ;CNCRCTC PR,)TErnn1' FOR REINFORCEMENT AS FO! LOWS 3' CONCRETE i. POSITEC A.AIN':T EART•• CONCRETE JEPCS'TEL ASAIN: T :CPM;. St' OSED C ARH • -• /2' MA EXP 1 REINTFORECING T IN EE&M_ -'/2" TO TI-S N C :'LUMN: ANC TIE,: ; FEAR WA..� ! -' F:)-, 5AR T. CLAP 01 ,t :i \r. I'r FCR BARS 'd SLABS ••N FORME WELDED WARE ra :1-C ASTM -A•a`: Ayr A:TM- -. :EFORMED PAR ANCW_r'S ASTM -4495 3.6 INSPECTIONS • VN•PETE 1NSPETTICNS SHALL BE rCLLUWL:J PER -HE ' ?:' ,Br ,LCTICNS :LL ANTI Sit ANU /.•P A, ;et tit IAr; S. 'HE A' 91i -DING DEPAr,TAlEV- '.9E • SHALL BC C:.NE 6 • AN INCEPT' -r.`: 4SE'.r. ' EMFL TE :' L • THE OWNER. JOBSI': SITS 6 r THE ..WEER DO NOT :DIN :'•T'•'.. AN •tr,.•A! Jj1' 4.0 METALS 4.1 WELDING ' ALL WELC'NG SHAL! BE N ACOCPEANCE a :, '-It WELDING ;ODE ". 'I\! 0, • ALL WELDING SHALL BE B' LERT,F'Ei wELLE4 _. USE EC" '17 ET) E.ECTGCZES V: Y.ELDING • ;F REIVr^AC NI S': EL SHALL : _ e . LOWED E' -EP. %1'IEr . SHOWN 8.0 MISCELLANEOUS .ER'r' ALL D.MENSIC \S AND 73NT '':'.5 p4.:4 oc.._• IFC A'• ERECION BP A' SL AS NECESSAR T L ;E- ' 3.E•,' .;,...:PORT AND '>TITr.: ••z :: Nr.TALLE: REF €'. A. •• 7 - WALL 1•'1.. ".0 APCH.'ECTu RAI. IRE 4'''L \' '•N.. :.'rr1:v ;NS NOT So- REVER "0 MECHANICAL Am'. FLEE .4 _A.. ULAN` •:P S11_ AND _4TCV :s ALL OPE \'NOS F(R • fleo3g J9PE 4P 13X Z 7.3.F./ -0.67- 16' -6" T‘0,/./ 5.00 WALL TO SLOPE \- TYF 1C" TH.LK \ ▪ W/ SOG (TYP) CONC rTr, t.OQ TOFe -0 67 3O' -O" 1 - ABANDC'N XIST CONDUIT t A• E. Si PLACE TOR nit'L:. • ,SL 34'-O'* r -PUGET -OWED - I TRANS, RMER I PARTIAL SITE, PLAN SCALE .I /8'x!1' -0" Anderson III -i ton ( VERIFY W/ OWNER) - EMS' III: STR,r r .PPE -CA-T • WAL.S) ofittrau NOV 81934 FOIMR COM Structural Engineering Consultants I • NOV J' p I'- 0 Cl o o 4 CO Z ,- C1 0 Z IX W a 0 0 C 1.1 r I- (206) 431 -7950 in a t2 NOT CONSTRUCTION NUE ORA,MNGS ARE SUBJECT TO OVAS 014 Pt' O %G LOCAL :uf•SO1C0049L 1 ItHSVM 'flu 83.1.19.1.9 INISne I I - I J' p I'- 0 Cl o o 4 CO Z ,- C1 0 Z IX W a 0 0 C 1.1 r I- (206) 431 -7950 in a t2 NOT CONSTRUCTION NUE ORA,MNGS ARE SUBJECT TO OVAS 014 Pt' O %G LOCAL :uf•SO1C0049L 1