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HomeMy WebLinkAboutPermit B95-0375 - OXBOW CORPORATE PARK - SEISMIC UPGRADE City of Tukwila w,: (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0375 Status: ISSUED Type: B -BLDG Issued: 12/18/1995 Category: ACOM Expires: 06/15/1996 Address: 10730 WEST MARGINAL WY S Location: BUILDING 250 Parcel #: 042304 -9186 Zoning: Type Const: V -N Type of Occupancy: WAREHOUSE Gas /Elect Wetlands: Slopes: Water: UNKNOWN Sewer: Contractor License No.: DASCOC *066KD TENANT OXBOW CORPORATE PARK 10730 WEST MARGINAL WY :_.S, TUKWILA, WA OWNER BOEING CONTACT DOUGLAS N. GARDNER Phone: 206 281 -4200 101 ELLIOTT AVENUE W #400, SEATTLE, WA 98119 CONTRACTOR D A S CONSTRUCTION Phone: 206 281 -8700 101 ELLIOTT AVENUE. WEST #330, SEATTLE, . WA 98119 ********** k** * *****k* ** ** * *k * * **k * * * *** r• k****** k ****k *** *** *•k *k **k * *•k ** *•k** Permit Description: SEISMIC UPGRADE,, EXTERIOR. AND INTERIOR DEMOLITION SETBACKS Units: 001, Front': .0 Back: .10 Buildings 001 " Left .0 Right:.: , ` .0. `; Fire Protection: SPRINKL.ERED ;` UBC Edition: 1994 Valuation: 367,.000.00 Tota.l'Permit Fee: 3,671.21 * * * * * * *** k ** * * * * ** * * * * * * ** k * *** * * * * * ** l r. (***** * * * *** * * * * * " • * * * * k * * * * ** �� LJ _ , P _A_ u orized'S 5 nature Date I hereby 'certify that I have read and. examined this permit and k'n'ow 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 theproVisions. of any other state `or� local laws regulating construction or the performance of work. I am authorized to' sign for and obtain this buil. per it. Signature: ...�.: . _ d...... Date: Sls,�.., 2�Zr Print Name : � 4r S . L� � ✓ i �✓ Title • s? rrtLw✓ 1�' c.c. L�s%��G,� 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. • -,:0 -- - ': CITY OF TUKWI - "'r I. Department of Coi munity Development - Permit Cente `.� 2 . : 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 �` ' rsoa '� (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAME P NUMBER O , &Old ebY • • 1 ' . , th_ .0 SITE ADDRESS SUITE N•. 6 1 W ml s f 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. DATE ;: DEPARTMENT DATE IN REQUIREMENTS / COMMENTS APPROVE ��.� BUILDING - v " v • NSULTANT: Date Sent - )-- r` Date A•proved - Cal. Initial review ( OUTED "10 -- a6 ` FIRE PROTECTION: PA Sprinklers , D etectors N/A FIRE I ` - 1.� I ( 0 FIRE DEPT, LETTER DA II: (M INSPECTOR: INIT: cr O PLANNING ZONING: PAR/LAND USE CONDITIONS? ( )Yes No � ` / REFERENCE FILE NOS.: r INIT: MINIMUM SETBACKS: N- S- E- W- .ig PUBLIC I1: I ll,t< UTILITY PERMITS REQUIRED? ( _) Yes ix No WORKS VAtil�c PUBLIC WORKS LETTER DATED: INIT: CD OTHER INIT: BUILDING - q � TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review INI : ,-- -%- ' r (: r I`) EYes 5allo 1 Ct. c, y ' BUILDING 12 W 5 /9/679/>" OFFICIAL A 4 INIT: " ,, REVIEW COMPLETED AMOUNT CONTACTED OWING: ' - ii ° i 0 OOP . _ DATE NOTIFIED • BY: _ ` _ (3 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: • acQ 0 15 init.) oiroarea A ' BUILDING PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE; PLAN CHECK - PLAN CHECK FEE VI NUMBER r BUILDING SURCHARGE 40 A ;MUST BE • OTHER FILLS 1. O COMPLETELY :: • TOTAL r SITE ADDRE SUITE # VALUE OF CONSTRUCTION - $ 1 -E -30- West- Ma-r- g- i-na -1 - Wait- -Sauth $367,000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 042304-9186702, Oxbow Corporate Park 042304 - 9189 -09. • TYPE OF Li New Building 0 Addition a Tenant Improvement (commercial) I Demolition4lauil irzg) selective WORK: O Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: Seismic Upgrade DESCRIBE WORK TO BE DONE: Seismic Upgrade, Exterior and Interior Demolition BUILDING USE (office, warehouse, etc.) Manufacturing, Office, Assemble Area NATURE OF BUSINESS: Industrial Manufacturing Boeing DOD WILL THERE BE A CHANGE IN USE? ® No 0 Yes If Yes, new building requirements may need to be met. Please explain: rqo SQUARE FOOTAGE - Building: 337,500 Tenant Space: 557,500 Area of Construction: 3371, 0$0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: 0 S•rinklers 0 Automatic Fire Alarm S stem PROPERTY OWNER I PHONE Sabey Corporation (206) 281 -8700 ADDRESS 101 Elliott Avenue West, Suite 330, Seattle, WA ZIP 98119 CONTRACTOR DAS Construction Corporation PHONE (206) 281 -4200 ADDRESS 101 Elliott Avenue West, Suite 400, Seattle, WA ZIP 98119 WA. ST. CONTRACTOR'S LICENSE # DASCOC *066KD EXP. DATE 5/04/96 ARCHITECT Sabey Corporation Architecture Group PHONE (206) 281 -8700 ADDRESS 101 Elliott Avenue West, Suite 450, Seattle, WA ZIP 98119 I HEREBY CERTIFY :THAT,I: HAVE READ;. f.`11D: THIS;APPLICATION:AND KNOW THE TO BE TRUE AND CORRECT, AND I ':AM AUTHORIZED :TO:ARPLY F.OR THIS PERMIT .. ::: BUILDING OWNER SIGNAT ' > / / / / DATE OR 10/31/95 AUTHORIZED PRINT NAM Douglas N. Gardner PHONE (206) 281 - 4200 AGENT ADDRESS 101 Elliott Avenue West, Suite 400 CITY/ZIP Seattle 98119 CONTACT PERSON Douglas N. Gardner PHONE (206) 281 - 4200 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 ia2L9�' SU�iVIITTAL CHECKU T COMMERCIAL NEW COMMERCI BUI /ADDITIONS COMMERCI , T IMPRO Co building permit app (one f or e ach structu . n Comp let e w ildin g p ermit applicati on ( one f or each s or tlb tenant) Asse Account' ; .:::. :: . .., .... . ...: .. ..; .. ....... A. es ....... :1,.. A c c oun t Num, e..., Two sets 2 of the (ollowin O .; ; :.::: g :. . : . Two 2 ■ ;set oFco n stru ction . .la.n. s,:which Inc lude . : .. : . : ,'•l: ?; :'�3'E °< > Specifications Site plan ---- .. :..: : : ; :.:.. ,... ; >:: :::: >:.•Lo ..tea i• ... . .:. .. ... . .. . . S tr to calcuatio s:stam ed b .a.Washin to :State: i s »::: ;;<: . P ::..::: :..:. .: . �.: �:.. .:, . .::::: ,<...,:r:.:. uc ral I n . Y g... n....:l.can.. :: >: »::: ;,:.:::....:..:.:.:: ,:..::. eng ne . ( ; 11 .:::.:.::.:::.:::: ........:... ::..ii :::.:..::::::.. leb : : :: ::...::: •.:..: •: •: Exisdn :and. ro se ar ;:.;;:.;:;.;;:<.:>;:.>:.;: .::. ;:;.;: . . :.;:.;:<.:;;<:< :,:.: <:<.;;<,. < Landscape plan •(if applicable i d, ; chnngo of use) S oil s . rep ort stamped by a Was State licensed engineer (— Overail building p I To .;. ra hi cal s urve ::. :: <`• :::: > . ?cg P :;. Y ..> . :: ..:: +'t'eriantlocadorr . • use adja cent (c Wall) tenant Ener calcu iationsstampod by a W ashington S tate li s Overall dimensions of b uildin g ora footagi engineer or architect ; d plan o f p tenant apa Legal descnpbon • • Tenant sp ac e plan wi use of each room label �� Wo tlrawings,:stampe b y a Washington State Iict►nsed: Exit dears, ,egress:patterns ::.;<1:::::: >;;> . ..: `.architect, •which include • New •walls, existing wall, and Walls to be demolished Site plan Ti Construction d •Archito ral drawing s Structural drawings • Cr Mechanical drawings ;: . oss sections sho w all consuvction and m ethotl of attachment for floor and ceiling Elevations Q Structu caiculadons stam ped b a Washingt t on State n licensed OhM drawings; engin may be required if struct tral Work is o be doe (2 sets) Land scape plan NOTE, ll any uGhry work is i o be done submi separate u tlhty permit 1 C utility permit application (one for entire p roject) application and. plans. • n S (6) sets of civil drawings • NOTE ,;See uridry pe application and :ec kh a t fo specr u G,rry RE ROOF submittal requireme ch j Compl bui permi ap plication (one for ea s C A s se ssor Acc Nu m ber RACK STORAGE Narrative describing exi sting roo f; m eto riai being erm o v e d a nd ma terial being installed Completed bu ildin g permit applica �) A A ccount Number th e � m r ` rail on Jotter I s req pr ior to final Inspect and si T wo (2) se ts o f pl which include ANTENN DI I Buildin floor plan s howi n g i� , C build n ig permi a Entire sp ace where racks be:locad Exit doors will te Assessor Acc ount Number: Dimensions ce oor of all aisles I Te n ant spa fl plan showing rack storage layout, aisles and: Two s et s of plans, whi ' . ex n Site (2) P lan.(s haw i n g building and ocation of antonna/satellite dish) NOTE: Include dimensions of racks (heig i , w dth and le ngth), iles • and exit ways on plan Details antenna/satellit d i s h a nd l method of at tachniont • I I Str calculations stamped b y a W State l I—I S tructu r al calculatio s tamped by a W a s hin g ton State licensed • ontginoer (rack• 8' a • ove enginoor;may be require :: . i RESIDENTIAL • NEW SINGLE- FAMILY D WELLING S /ADDITIO . RESIDE REMODEL I Completed building permit application {one for :each struc 1 Comp building p (one; for each s truct u re) Legal description ' :: I� Assessor Accounf Number : .: ngs which include Assessor Account Number �• Two (2) sets of working dr aw l LJ Two sots ( o f work drawing which include F ou dation plan • Site p lan . —� , (On plan, sho c loso s t h y d, a nt l Roo} a P Fou ndation p :.. :Include access ro bu'ld ng, showing • P) • Floor plan ;; wid a l eng t h ol.occr? s.) • elav views) • R plan • Building cross s ect i on • Building •elevations (all views) Stru plans • Building cross section . : NOT n y uN6ty w I s to b e do provide utility per app lication Structural framing plans .. ::: and lan m ust !�o submitted : Washington State E n e rgy Code date.; : :. REROOFS I- Compl utility permit application Comp buildi pomtit application ( : .for each. swcture) • F (Six (6) seh of alto plans showing utilities iNl Asses Acco Number • _ 1 . NOTE: Building sit© plan and ut site plan ma y be combined Soo I� Narra lleive describing ex isting roof ma terial being rem ; a nd utility permit application and checklist for specific ubmittalrequireinents. m ateri a l being instad • Additional topographical and soils information may be required if unique NO1E A certification l is r e q uired prior to fina Inspe r ction ald n s ig :: sit© conditions. ::: oil of the permi 1 :4 :47 . " 4 t • GENERA 2226.75 GENERA 1056.75 AA-VA**A*4*.ir****k******A4*Ak.k*AP*:.*.4A TOTAL 3283.50 CITY OF TUKWILA, WA RANSMIT CHECK 3283.50 CHANGE 0.00 1RANSMIT tiumber: 94003367 Amount,: 2 2 2 6 . 7 5 1 2 / 1 8 / 2i3,3 0904A0 00 08:34 Payment Method« CHECK Nota on t DAS CONSTRUCTION init: TLB" Permit Not 895-0375 Type t -BLDG BUILDING PERMIT Parcel to 042304-9106 Site Address: 10730 WEST mmRoiNAL WY 9 Location: BUILDING 250 Total Fecs; 3 Tips Payment 2,226.75 Total ALL Pmts: 3 Balance: .00 *Ak*AAAAA*A*..14*.kiO Account Code Description Amount 000/322.100 BUILDING NONRES 2,222.25. 000/306.904 STATE BUILDING SURCHARGE 4.50 9,4 s '+ Aryk ort • )4 ' . t Jt 1 +.1 tn'' (:) GENERA 1444.46 GENERA 683.96 CITY Or 1 UK W L. . A WA NE114I T TOTAL 2128.42 7'■ * k •te sor A 4 1 . * A• • A ,s • lc * .A../rA**.klit***A * 4c if * sic * * A k CHECK 1876.71 TRANSMIT Number: 94003195 (n1cLInt 1 4 4 4 . 4 6 11/02/95 15:33 251.71 CHECK Pyir Methoyl; CHliCK Notation: SAUCY CORPOILATIO Irrit: SLIT CHANGE 0.00 •■• • ••• •• •• • •• ••• *. • •• •• •• • •• • 11102/95 7579A000 1651 Permit NO: B95-0375 Type: 0-BLDG BUILDING PERMII Parcel No: 042304-9102 Site Address: 10730 MIST MAROINAL WY 8 Location: BUILDING 250 Total Fees; 3 This Payment 1.444.46 Total ALL Pmts: 1,444.46 Balance: 2,226.75 1 A"A*.kitkiA***i*A*A***404:4*A4*4k-A*411*AA**As4**4*11***A**A*A.AAA4** Account Code Descr ipt i on Amount 000/345.830 PLAN CHECK - NONRES 1,144.46 • INSPECTION ORD Retain a copy with REC permit ' INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 South AO :flte Blvd., # 00, T. kwila, WA 96:III 206.) 431-3670 0A • r. ect . "'"'"' "Wir:1;, f : 1 C M • Aldr • Special instructions: Date wanted: / IMMO I ,7 p.m. Reint Phone Nst..:- — l*proved per applicable codes. I I Corrections required prior to approval. COMMENTS • ' •• •,` , , . Inspector: Dat " ~"c " , • '.- n• Li $42.00 REINSPECTION FEE REQUIRED, Prior to Inspection, fee must • be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. : Receipt No.: - Pate: - - ..,AA‘akiktfakt.q.:ittrkalftkEikLlthtirkadgire..tlr....Ar.Jatt-ses ` ..j •-• , - INSPECTION RECORD --,' i Retain a copy with perm °� -p3 INSPECTION N NO. P NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t' (206) 431 -3670 Pr. :ct: Tyr): of In pectin .11 4 , 1 . ( O1° rasa; z et 1 o 5 Da a called: I_ r G .. 9 r_ S pecial instructions: Date wanted' . / _ pl ies a.m. �i If1 ! 1p ,.ift^�, I BCOI 2 tom, Request i L414 t‘.‘ Phone No.1_ M I I Approved per applicable codes, I Corrections required prior to approval. COMMENTS: N.A.. c, t_. t A (0, _. _ t4Ay t 1 "r , 2't ctxr�rl . G` A-� -c, n� �,as P�� - c,'�—p )c�� A. 4 .2.. . . 11- isteegti.s r 5 Z d 's + r! r Inspector: * Date: Ic` ri $42.00 REINSPECTION1 FEE REQUIRED. Prior to. inspection, fee must . • 4 , be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '. ' 9 r ! Receipt No.: Date:, . INSPECTION RECORD � Retain a copy with perm ' r� INSPECTI � NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION` \l 6300 t Southc e nter Blvd„ #100, Tukwila, WA 98188 ip r (206) 431 -3670 Projec t ^ _ Dp• TYPe L �JfgAcim A, �[J .i i ti '' I &I NA L- Date called: Special instructions: wNI . 5 tow ted ti _ ci6,, ,,.,, op Tfequesdr: �.�� gitl�a. 2 ...50 Phone No,: Dom �`�("�� 1 (0 - to zjtc‘ Approved per applicable codes. Corrections required prior to approval. COMMENTS: �7cccfr F-�' I'VE F-� u.� I A : 4 • . S ;F(Wrn Lo.4' . - It IQ TU Yn. ,2. � rn n Ate-P4 c~A Ftwr�► 7v L- A L° 007 is L� ivt�- Z .r /n .R I�.,3 . A, 6,` t o n1 S"6 . • i: j l' , { -., • Inspector: �" Dater ��p . �, . : , 4 Ti $42.00 REINSPECTION { 'FE E REQUIRED. Prior to inspection, fed must ` t 't be paid at 6300 Southcenter Bivd., Suite -1 00, Call to schedule. reinspection. Receipt No.: ,� Date: ,� �i; {/ iry S b 4 ;Jr { .. , .7.• :.., r 3 q INSPECTION RECORD ,„ . I Retain a copy with permit 1.› Li..7 t INSPECTION NO. PERMIT NO, ..,... I . f CITY OF,TUkWILA BUILDING DIVISION' 6300 Southcenter Blvd., #100, Tukwila, WA 9818 v k (206) 431-3670 , ;:i Project e9 vi f ion:15( Address: tp m bLivot t 8te called: , .. i IIA ..,. Special instructions: 1 7te wanted: zi y / e. to, ego . z.-1 - . , Requester: D .:: Phone No.: .....7-7_( a L IKApproved per applicable codes, J I Corrections required prior to approval. COMMENTS: . ',.., C.4) t4 NiEr--1 t4S G - i ■ 0 NI r A ' L I frs.F ' ) 7 I.( mr ) Q I 0 sit) 7 t, •..A.F . 1 7 (.4 /4 , . , , . . , r .1 00 .. ni' 1..toe. . . ' , . ., , Inspector: ..;:.,..;,.:::,...,,..,,,„::,..•,,-:,,.;,,/.;-,.,,..,,,. :„. ,,,,...,.,:,....-..„,... . .,. •,...; I G-1,..,Li... ' /Ice .41 • s . I $42.00 RE1NSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [Receipt No.: Date: (-) INSPECTION RECORD `--/ Retain a copy with permit 1 - 0a - 1 1 / � tt INSPECTION NO, PERMIT NO, , ?' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \(206) 431 -3670 P Type of inspection: Address: Date called: III ldorMARb��JA1- 10 2 °�3 -qb • Special instructions: Date wanted: J . RequesteihD Phone No,: - _.,, 6 [Approved per applicable codes. I I Corrections required prior to.approval. COMMENTS: a p %t Srvv∎ t C.. U PC-1/4 �' / n 60 L I Misr .Sl� `/1 A►4 A - 10 s14 1.I NIT Tip": sot,q, LAO' 6,1/4 f .11.4n i - r /,9 5 637 , , T_ i."2 - 037 ` * t fl •Z t t f Inspector:f Date: $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must , , ' " be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. l Receipt No.: Date: ri • ....__._...__ wr�,•..{ f?' rr .>,ruhl6St..iM'Ake.,,e.•.'aY2• l ivtr 41-...? •6lrlF (!Yi .ik-e !Aifikwe`..mekkfiv.t4S2t.•• ..Yin«.. 6'01. .'_. ___ _ _ „- :,. ..•.. . ,.. ., y + _t_ } . ... - 4 1- 4 v• i 7 1 { • 1 1 El C INSPECTION RECORD —, - LS Retain a copy with permit 0 CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 A's, (206) 431-3670 .r° ' : OX I3DI&I CORP . PAP-K- ,j .2. •i6tIlic, trzAti kit7 Ad w ,. 6 , r . iiikAg6NAL -.:. :., ._ 2. Special Ineuctions: IAN .5 idate Waed:, --1-2q Requester: bOk /-4 MANI Rom No.: 710i - ) p l\Approved per applicable codes. Ci Corrections required prior to approval. --, ' COMMENTS: /t4 L 5R ti 7,.. a .,,, i7 V ? 3'43 7 , ‘ j Jiskte2t9:44 „,..,e.: At, fc, ..57--ee iv /S e....A-v- see.seitd 4„,,...,..te i /7442c..- ',. 4'o / 2 / 7 o 64,1,4•-s-leeee e4e.", cf 4,, -.4:,e,,/5. ( ,, iit to,,, , * , )7 )Q 4, /4 c- j ; 0 //3 jlet#,./ ,..5 / .; ?/›.ere- 4- 1 .411 .." , ...._... ...A. . ..., , .., 1 . • . , , . . , (.."' , Inspector i Date: ...... i Add .eirrA Lib _ 4.1.1 as , . , . 0 gam REINSPECTION E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. , 1 ReceOlNo Dale: 1 . ,.. . ,.a. :. >.L: .,.,:.t s s.%'r 1 :...6'.r. ::LI..L.. xwm.rr..h .....w.....r... . .:. .... .... .... .. .. .. ... .. -., .... .. ............. _.,... w.aw.- i:. r. wi•, m. a. tnielpMafR '•Y,Y7'4771`L ^,CfNt':� %' Fireproofing te. Aggregates RECEIVED ; Shotcrete January 13, 1997 Concrete Masonry JAN1 1997 A s p h a l t File: 96 -116 } Roofing COMMUNITY Piling DEVELOPMEN T S t e e I City of Tukwila Building Department A.A.R. TESTING S o I I s 6300 Southcenter Blvd. LABORATORY, INC. W O o Tukwila WA 98188 CONSTRUCTION NATIONALLY ACCR LABORATORY Project: U.S.P.S, Oxbow Mail P & D Address: 10730 W..Mar -d Place S. Permit No.: B95�3751B95 -0376 REVISED FINAL This is to advise you that special inspections are completed on the above referenced project. The following inspections were required and copies of all inspection reports have already been forwarded to you. 1. Seismic upgrade - seismic ties and straps and expansion bolts 2. Structural steel- welding and bolting to include ultrasonic testing of full penetration welds 3. Reinforced concrete or . concrete sampling as reflected in our field reports All work Inspected conformed to Tukwila Building Department approved plans, specifications, UBC and related 'codes and/or verbal or written instructions from the Engineer of Record, Our final report on the above required special inspections is dated September 20, 1996, number 20027. Sincerely, A.A.R. TESTING LABORATORY, INC. Klmberle Freiheit President cc • DAS Construction -Doug Gardner Shutter Consulting Engineers ,Sabey Corporation Architectural Group. , Tel: 881 -5812 Fax 881 -5441 • P. O. Box 2523, Redmond, WA 98073 •• ••..(S, I s g 4 kf City of Tukwila John W. Rants, Mayor 1\ Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. Project Name 4150 ( cik 2/ Address /e--. 7oc.) 1.4) wit4 tt )7 Suite # Retain current inspection schedule \(' Needs shift inspection mois=manzim 11•9221121110 / Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: '71A lip / Hood & Duct: / Halon: Monitor: 5( Pre-Fire: Permits: 7C fi,"/' 6 / /e Authorized Signature D e FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 57$4439 (:) CITY OF TUKWILA • Address: 10730 WEST MARGINAL WY S Permit No: B95-0375 Suite: Tenant: OXBOW CORPORATE PARK Status: ISSUED Type: B-BLDG Applied: 11/02/1995 Parcel #: 042304-9186 Issued: 12/18/1995 Akkk*kilk****kkik4 Permit Conditions: 1. No changes will be made to t,he,plans,unlessapproved by the Architect or Engineend' the Tukwila'BUffding7Division. f 0 „2. Plumbing permits:Shall optained through the : County DepartmontOf Public 'IPlumblng , . Inspected by,, apencinclud ing a11 as p p1 ng (296-4722)7 3. Electrlca 1 perini t 11 be • State GLOsion of. Labor;and jnd4stries and la11 electr7:ica1 work wtiLi/be 'inspeCted by that 'agency (248-6630):', 4. All mechanical work'shall be Linder , "veparate permit 'by\ 011 the city of Tukwila. .^, • 4 5. All pee inspectiowrecords, and approved pl .ha1 1 „ avalrlable.at the job site pricr to the start of any tr006ion. The documents are to be maintained and avaf) able, inspection app,rovaYJS'granted. 6. AllStructuralcontrete shall be sliecial inspected (UBC, Sec.1306(a),1).. ' 7. All, ,structural welding,shallbe donelby W.A.0.0. certified welder and special Inspected'OBC 306(a)5). 0;) 8. Whentpecfl inspection Aci reguired,either owner archi tect or engineer .ha 11 notify :the ;Tukwila e Divislpncif'appointment of the inspection agencies pr to fN,1 the 'fIrst inspection. CpPies,Of_ap special inspO*ion report s shall be submiltte' t.o. the'BiOldpg,,y. DivisfOn in:,;a" timely manner. Repcu shaWcOotain addivessi/V projeCtname, permit number and tVpe\cf inspectiidb being ilw performed. /:Ave 9. The speotaI Inspector Shall submit a final signed,:rpport stating whether the work' requiring special'inspecOOn wa to the het of the inspector's knowledge, in confo'rioani with approveT01ans and specifications and the applicOle workmanship provisions of the 10. Any exposed insUtations back,ing'mate0all shalt,haVe: a Flame Spread Rating of 25 or less, and Material shall:bear identi- fication showing the "fire2Rprformance:ratAng:thereof. 11. All construction to be done in conformance with approved • plans and requirements of the Uniform Building Code (1994 Edition) as amended, Uniform Mechanical Code (1994 Edition), and Washington State Energy Code (1994 Edition). 12. Notify the City of Tukwila. Building Division prior to placing any concrete. This procedure is in addition to any requirements for special inspection. 13. Validity of Permit. The issuance of a permit or approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. City of Tukt vila (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 MISCELLANEOUS PERMIT WARNING: IF CONSTRUCTION BEGINS BEFORE APPEAL PERIOD EXPIRES, APPLICANT IS PROCEEDING AT THEIR OWN RISK. Parcel No: 042304 -9186 Permit No: MI96 -0008 Address: 10701 29 AV S Status: ISSUED Suite No: Issued: 09/27/1996 Location: 3 DRIVEWAYS ON 27 AV S OFF WEST MARGINAL WExpires: 03/26/1997 Category: ACOM Type: MISCPERM Zoning: Const Type: Occupancy: Gas /Elec.: UBC: Units: 000 Fire Protection: Setbacks: North: .0 South: .0 East: .0 West: .0 Water: UNKNOWN Sewer: Wetlands: Slopes: Streams: Contractor Licence No: DASCOC *066KD OCCUPANT US POSTAL SERVICE 10701 29 AV S, TUKWILA, WA OWNER SABEY CORPORATION Phone: (206)281 -8700 PO BOX 9847, SEATTLE WA 98109 CONTRACTOR D A S CONSTRUCTION Phone: 206 281 -8700 101 ELLIOTT AVENUE WEST #330, SEATTLE, WA 98119 ENGINEER SCOTT SHERLOW ENTRANCO ENGINEERS, 10900 NE 8TH ST STE 300, BELLEVUE WA 98004 CONTACT HAYNES LUND Phone: 206 281 -8700 101 ELLIOT AVE W #330, SEATTLE WA 98119 ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Description: CONSTRUCT THREE VEHICULAR ENTRANCES TO THE USPS MAIN AND DISTRIBUTION CENTER AT OXBOW. INCLUDES CURB CUTS WITH CULVERTS UNDER EACH DRIVEWAY ACROSS PAL CREEK. HYDRAULIC PROJECT APPROVAL #00- C5613- 01(4 PAGES TOTAL) IS ATTACHED AS PART OF THIS PER- MIT. 35 "x24" ARCH CMP WILL BE USED FOR CULVERTS. ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Construction Valuation: $ .00 PUBLIC WORKS PERMITS: *(Water Meter Permits Listed Separate) Eng. Appr: JJS' Curb Cut /Access /Sidewalk /CSS: Y Fire Loop Hydrant: N No: Size(in): .00 Flood Control Zone: N Hauling: N Start Time: End Time: Land Altering: N Cut: Fill: Landscape Irrigation: N Moving Oversized Load: N Start Time: End Time: Sanitary Side Sewer: N No: Sewer Main Extension: N Private: Public: Storm Drainage: Y Street Use: N Water Main Extension: N Private: Public: ***************************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL DEVELOPMENT PERMIT FEES: $ 5h4: Q. 60. - 12)13 *******************************************,********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Center Authorized Signature: _ 6L±2 15Diaa Date: 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 per it does not presume to give authority to violate or cancel the provisio any other state or local laws regulating construction or the performance if .rk 7 I am authorized to sign for and obtain this development permit. '/ Z Signature: Date: A2_ b. L e,(m t Q r 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. • . . , . . . I • „ ( _ .......1 • CITY OF TUKWILA Address: 10701 29 AV S Permit No: MI96-0008 , Suite: Tenant: Status; ISSUED , . Type: MISCPERM Applied: 09/10/1996 . ' • Parcel #: 042304-9186 Issued: 09/27/1996 *********4**44.4******AAA * * *******A 41.4 **AA********k**Vk*l(*A*****A******4 Permit Conditions: • 1. Temporary erosion control measures shall be implemented az . the .first order of business t"..)„...breyApt sedimentation off- . . ite Or into existing44:0:e 2. The site shall ntrol in . place as soon a,:s:posSi'bleofter ftpal gradihghas been if '. completed and.,!:074 , Or tg.. Inspection. . • . • 3. Driveways shal:sf '''Cl.ty'commerc,ial:i standar 0 . Driveway 00.0 shalT 25' minimum and 35' gaxiM4111: Slope shalrbe Ma) ra'Litijshallba minimum/ibt,-'10*. %.,..,-,-.' ., 4. Work floWS be closely cdor.dinatT with Oe a' t:., •, f , Sity.l.tijltieS Cohtrojplans'..,,,.•.. shal,1 V 4 'e :Submitted to'tii'e,\Irrispectdr' for prior approval , 5. HYDRAULICP;ROJECT APPROVAL '#00.-05613-61 IS ATTACHED AS PART'.', OF ,tilliS /PERMIT' OWNER: CONTRACTOR SHALL FOLLOW ALL' 'THE'''COND'; :.. ., ,- ITIONS OF THEOIPA. ' •":-..,,r7L> , - • ;;,,y,, c n I k i ir, ` '''• 1 '-/ ! • i , s.:'.. i 1 i• . ;I / ,,,........_ . . ., ., . ,, ; . ,;'... --- ,, , /., , .. , • li .0 ::,,.,,,,.,....: ,, v ,., „ ..„,. - - 1, ., • -, • .,.‘. , Y. , ..,,,.).. , „..... .,:--' , t i .. '', ,..' ,,' , m • • ;,;.>,. , r ,„.i .. — t 5 i , ••s ,, , . , . 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I . . , . . . . . . • I „ . . • • -iu' k, ,; CITY OF TIt I KWILA FOR STAFF USE ONLY Permit Center ' Project Nu • PRE -9° - - 0/2 . ., (sir ' ; = 6300 Southcenter Boulevard, Suite 100 ,� .: r��,c c oo '� Tukwila, WA 98188 • Perm Num 1_' f �0 D�JV (j (206) 431 -3670 Miscellaneous Pe Application, . Application and plans must be complete in order to be accepted for plan review. ' Oleo IN . HAR(9,11,1At its . Applications will not be accepted through the mall or facsimile. Project Name/Tenant: alue of Construction: S �R,f G StnA I o� V 9b 5 000 Site Address: City State /Zip: Tax Parcel Number: 1O '1 01 7. t v --t-t - 17.)14.,wrir .A4 q �1(oc� Og- -� `I 1 Property Owner: Phone: 7 /L( C.,o¢.roe -APrt on) 2,0(1) - 2W - 51o0 Street Address: City State /Zip: Fax #: _1(2.1_5_6‘.._u I er 330 Sts' ,�-rn. 4166 9F.119 Zo(� - U Z - 9`1'51 Contact Person: Phone: 4&cY0 S- 1--L. >`17= 'a.ofn- 1)E31-15700 Street Address: City State /Zip: Fax #: 101 51 -G1 art" J � W, t � 0 _�-rs 33 S ; 9Fa119 2ofo - 2■61- OWL° Contractor: Phone: D C..00sT7- us TICS t -t Qo . ?A(o - 2..b1 -- & Oa Street Address: City State /Zip: Fax #: . 0 . .. h, E , t- 3 • • ■_- , _ - : - ' Lfw(c - Z b1 0 C O Architect: Phone: • , ...!..:k•-•:-.1, .k:�k.. ;J on) A " . t = ire K- •• P Z04' - 21tD1— 0100 • Street _Address: City State /Zip: Fax #: 101 '1,-1.t_o - rr Ave W j l 3� '''el t-�, W/ 9$5119 Zoe► - 7,b1- 0°12c) EE gin4 Phone: co 20G --- -SCado Street Address: City State /Zip: Fax #: 10 • co ►.1 . 5 _ . Su t`r'E' • • b .: : uET i +a - SOG - 4 • -022,o MISCPLLANEOU PERMIT.:REViEW AND APPROVAL. REQUESTED;'(TO:BE,'F/ 'SLED -OUT BY<'APPkICANT) Description of work to be done: Co ru 5rt'fLiJc�t _ 1 e1-t I w L A. 1 R k') Gas 7b - r►is SiYt; I cf.-L.)0 n.) x c U c o ss Will there be storage of flammable /combustible hazardous material In the building? ❑ yes no Attach list of materials and storage location on separate 8 1/2 X 11 paper Indicating quantities & Material Safety Data Sheets � Above Ground Tanks ❑ Antennas /Satellite Dishes ❑ Bulkhead/Docks 0 Commercial Reroof ❑ Demolition ❑ Fence ❑ Mechanical ❑ Manufactured Housing- Replacement only ❑ Parking Lots ❑ Retaining Walls ❑ Temporary Pedestrian Protection/Exit Systems ❑ Temporary Facilities ❑ Tree Cutting ' APP LICCANTiREQUEST, FOR' MISCELLANEOUS , .PUBLIC;WORKS•PERMITS ; :.•;,':. • ❑ Channelization/St LT C urb cut/Access /6idewed* ❑ Fire Loop /Hydrant (main to vault) # :_ Size(s): ❑ Flood Control Zone ❑ Land Altering: 0 Cut cubic yards 0 Fill cubic yards 0 sq. %grading/clearing ❑ Landscape Irrigation ❑ Sanitary Side Sewer #: ❑ Sewer Main Extension 0 Private 0 Public M Storm Drainage ❑ Street Use ❑ Water Main Extension 0 Private 0 Public ❑ Water Meter /Exempt # Size(s): 0 Deduct 0 Water Only ❑ Water Meter /Permanent # Size(s): ❑ Water Meter Temp # Size(s 1L Est. quantity: gal Schedule: ' ❑ Miscellaneous 11 Moving Oversized Load/Hauling MONTHLY'SERViCEBILLINGS.TO: * :. ;' ' Name: Phone: Address: I City /State /Zip: 0 Water 0 Sewer 0 Metro 0 Standby WATERMETER DEPOSIT /REFUND BILLING : .,. , ... . ... . • . Name: Phone: Address: City /State /Zip: .. 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. RECEIVED • Dale application accepted: Date application expires: Application Is k1'ri b . (in t 1 '' 55 61Li & j n o1G VIAlzai 6 'IWP/ • - i , • 1, MISCPMT.DOC 7/11/96 i'ERMiT CENTER ALL MISCELLANEOUS Pr- - IT APPLICATIONS MUST BE SU:, ` • t;D. WITH THE FOLLOWING: ALL DRAWING& S L BE AT A LEGIBLE SCALE AND NEATLY DRAWN • BUILDING SITE PLANS AND UTILITY PLANS ARE TO BE COMBINED ARCHITECTURAL DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED ARCHITECT > STRUCTURAL CALCULATIONS AND DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED STRUCTURAL ENGINEER • • CIVIUSITE PLAN DRAWINGS REQUIRE STAMP BY WASHINGTON LICENSED CIVIL ENGINEER (P.E.) SUBMIT APPLICATION AND REQUIRED CHECKLISTS FOR PERMIT REVIEW ® Above Ground Tanks/Water Tanks - Supported directly upon grade Submit checklist No: M -9 exceeding 5,000 gallons and a ratio of height to diameter or width which exceeds 2:1 r] Antennas /Satellite Dishes. Submit checklist No: M -1 El Awnings /Canopies - No signage Commercial Tenant Improvement Permit Bulkhead /Dock Submit checklist No "M -10' El Commercial Reroof Submit checklist No M -6 ' El Demolition Submit,checkiist . No: M - ;, M -3a Fences - Over 6 feet in Height Submit checklist No M -9 r3 Land Altering /Grading /Preloeds Submit checklist Nor M -2 • Loading Docks Commercial : Tenant Improvement Permit Submitchecklist No', H.17 EI Mechanical (Residential: & Commercial): - Submit checklist No::. M -8, Residential,only '- H=6;+H =16 Miscellaneous. public. Works: Permits: Submit. checklist No:.H • Manufactured Housing!(RED INSIGNIA,ONLY) Submit;checklist No: Moving Oversized Load /Hauling Submit No: El Parking Lots . Submit checklist No :M -4 El Residential Reroof = Exempt with following exception: If roof structure: Residential8uilding Permit' to be repaired or replaced Submit checklist, : No::. M -6.: i n Retaining Walls Over 4 in height Submit:' checklist No M.1 Temporary Facilities Submit. checklist N M 7 ri Temporary Pedestrian Protection/Exit'Systems Submit checklist Tree Cutting Submit ahecklist .. No M-2: Co of Washington State Department of Labor and Industries Valid Contractor's License. Copy g p t Li nse if not available at the time of application, a copy of this license will be required before the permit is issued, unless the homeowner will be the builder OR submit Form H -4, "Affidavit in Lieu of Contractor Registration ". Building. Owner /Authorized Agent.. If the applicant Is other than the owner, registered archltect/engineer,,or contractor licensed':' by the State of Washington, a notarized letter from the property . owner authorfzing the agent to subMlt this: permit application and obtain the permit will be required as part of this submittal. 1 HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE UNDER PENALTY OF PERJURY BY THE LAWS OF THE STATE OF WASHINGTON, AND 1 AM AUTHORIZED TO APPLY FOR THIS PERMIT. BUILDING OWNER R AUTHORIZED GE Signature: Date: co F'T" 94 Print name: Phone: Fax t1: �--. NcS L. Zob- 2131 -Pi7oo 2ob'- Zt31-ociw Address: � Cit /State /Zip: L. (Namur e • i< ✓ �. ■ _ a ;.. • • RECEIVED CITY OF TUKWILA MISCPMT.DOC 7/11/96 SEP () 6 1996 PERMIT CFa■FFER li( 5 di-'US 1-L 5tW 1 C M I (o- 00b v' ULM..cata�• e,,L-%, HYDRAULIC PROJECT N • 61 -1. ; i � 1 � APPROVAL ti ; < • y`if'' /' R.C.TAP. 75.20.100 J ,.. 'ef_I_H_i • R.C.W. 75.20.103 " i : I % ! mP W.ydar-keshlngton -9059 n September 5, 1 9 , 6'',;. (e061-743-4444 DEPARTMENT OF FISHERIES (applicant should refer to this date in all correspondence) • PAGE 1 OF 4 PAGES • ®LAST NAME FIRST 1g ONTACT PHONE(S) a CONTROL NUMBER Sabey Corporation (206) 281 -8700 00- C5613 -01 19 STREET OR RURAL ROUTE 101 Elliot Ave W, Ste 330, ATTN: Haynes Lund 8 9 09 .0001 CITY W 98119 Ea m [DATER nnamed (Pal Creek) TRIBUTARY River m In PROJECT r ©QUARTER SECTION TOWNSHIP RANGE(E -W) COUNTY SECTION NE SE 04 23N 04E King County Remove Culvert. TIME LIMITATIONS: El PROJECT MAY BEGIN Ed AND MUST BE COMPLETED BY Immediately October 1, 2001 i ZH_IS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMILTEE AND OPERATOR PERFORMING THE WORK. SEE IMPORTANL 1ENERAL PROVIS1 ON REV RRSR SIDE OF APPROVAL 1. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify . the Area Habitat BiologLst (AHB) listed below by fax at (206) 391 -6583 or mail at Washington Department of Fish and Wildlife (WDFW), Office Park, Suite 230 Bldg E, 22516 SE 64th Place, • Issaquah, WA 98027, of the project start date. Notification shall be received by the AHB at least 3 working days prior to the start of construction activities. The notification shall include the permittee's name, project location starting date for work, and the control number for this Hydraulic Project Approval (HPA). 2. Work shall be accomplished per plans and specifications entitled, "Driveway Crossings USPS Distribution Center submitted to WDFW with the Hydraulic Project Application except as modified by this HPA. These plans reflect design criteria per chapter•220 -110 WAC. A copy of these plans shall be available on site during construc- tion. 3. The culvert shall be installed and maintained to ensure unimpeded fish passage. 4. The elliptical culvert shall be placed on a flat gradient with the bottom of the culvert placed below the level of the streambed a minimum of 20 percent of the culvert's vertical rise. The 20 percent placement below the streambed shall be measured at the culvert outlet. 5. The culvert width at the streambed shall be equal to or greater than the average width of the streambed. RECEIVED SEPA: DNS, City of Tukwila, April 19 SEP 191996 REGIONAL HABITAT MANAGER • Phil Schneider, (206) 391 -4365 PATROL • Frame 124 [P2] TUKWILA APPLICANT • WILDLIFE • READER - PATROL - HA • . - WRIA PUBLIC WORKS i DEPARTMENT OF FISHERIES _,, • ...4.............., • - DIRECTOR i grr WASHINGTON DEPARTMENT OF FISH AND WILDLIFE 800 CAPITOL WAY NORTH )LYMPIA, WASHINGTON 98501 -1091 (360) 902 -2534 This Hydraulic Project Approval pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization from other . ublic a. encies ma be necessa for this • ro ect • GENERAL PROVISIONS This Hydraulic Protect Approval shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. • The person(s) to whom this Hydraulic Project Approval is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this Hydraulic Protect Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Protect Approvals issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Project Approvals issued pursuant to RCW 75,20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the. permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established In RCW 75.20.130. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL. APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220.110.340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100, 76.20,103, 76.20.106, AND 75.20.160: A person who is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wlidllfe, 600 Capitol Way North, Olympia, Washington 98601-1091 and shall be RECEIVED by the Department within 30 -days of the dental or Issuance of a Hydraulic Project Approval or receipt of an order Imposing civil penalties. The 30-day time requirement may be stayed by the Department If negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this Informal appeal, a formal appeal may be filed, B. FORMAL. APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100 OR 76.20.108: A person who Is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (5) An order Imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be In WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98601 -1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that Is being challenged. The time period for requesting a formal appeal Is suspended during consideration of a timely informal appeal. If there has been an Informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.103 or 76.20.180: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 269.04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98604; telephone 360/469.6327. D, FAILURE TO APPEAL THE REQUIRED TiME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO T1MELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. (Ally HYDRAULIC PROJECT APPROVAL R .C. W. 75.20.100 •••�,,s R. C.W. 75.20 .10 3 DEPARTMENT OF FISHERIES n b65 September 5, 1996 (eeterm -91 (applicant should refer to this date in all correspondence) PAGE a.OF 4- PAGES 10 LAST NAME EnCONTACT PHONE(B) 71CONTROL NUMBER Sabey Corporation (206) 281 -8700 00- C5613 -01 ® WATER 9 ldR1A nnamed (Pal Creek) 09.0001 6. The culvert shall be installed to maintain structural integrity to the 100 -year peak flow with consideration of the debris likely to be encountered. 7. Fill associated with the culvert installation shall be protected from erosion to the 100 -year peak flow. 8. The culvert shall be installed and maintained to avoid inlet scouring and to prevent erosion of stream banks downstream of the project. 9. The culvert facility shall be maintained by the owner per RCW 75.20.060 to ensure continued, unimpeded fish passage. If the • structure becomes a hindrance to fish passage, the owner shall be responsible for obtaining an HPA and providing prompt repair. Financial responsibility for maintenance and repairs shall be that of the owner. 10. Wastewater from project activities and dewaterin shall be routed to an area outside the OHWL to allow removal of fine sediment and other contaminants prior to being discharged to state waters. 11. The culvert shall be installed and removed in the dry or in isolation from the stream flow by the installation of a by -pass flume or culvert, or by pumping the stream flow around the work area. 13. A sandbag revetment or similar device shall be installed at the by -pass inlet to divert the entire flow through the by -pass. 14. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater from entering the work area. 15. The by-pass shall be of sufficient to pass all flows and debris for the duration of the project. ect. 16. Prior to releasing the water flow to the project area, all bank protection or armoring shall be completed. 17. Any device used for diverting water from a fish - bearing stream shall be equipped with a fish guard to revent passage of fish into the diversion device pursuant to RCW 75.20.040 and 77.16.220. The pump intake shall be screened with 1/8 -inch mesh to prevent fish from entering the system. The screened intake shall consist of a facility with enough surface area to ensure that the velocity . through the screen is less than 0.4 feet per second. Screen main- tenance shall be adequate to prevent injury or entrapment to REV 10/16/88 WASHINGTON DEPARTMENT OF FISH AND WILDLIFE 600 CAPITOL WAY NORTH OLYMPIA, WASHINGTON 98501 -1091 ' (360) 902 -2534 This Hydraulic Project Approval pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization from other public agencies may be necessary for this project • • GENERAL PROVISIONS • This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s) to whom this Hydraulic Project Approval is issued may be held liable for any toss or damage to fish life or fish habitat which results from failure to comply with the provisions of this Hydraulic Project Approval. Failure to comply with the provlslons of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and /or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Project Approvals Issued pursuant to RCW 75,20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the. permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established in RCW 75.20.130. APPEALS • GENERAL INFORMATION IF YOU WISH TO APPEAL. A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAUUC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220410340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100, 76.20.103, 76.20.106, AND 76.20.160: A person who is aggrieved or adversely affected by the following Department ,actions may request an informal review of: (A) The denial or Issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Protect Approval; or (B) An order Imposing civil penalties. it is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be In WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98601.1091 and shall be RECEIVED by the Department within 30 -days of the denial or issuance of a Hydraulic Project Approval or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this Informal appeal, a formal appeal may be filed. • B. FORMAL APPEALS (WAC 220110350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100 OR 75.20.108: A person who is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provlslons made part of a Hydraulic Project Approval; (B) An order imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98601-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is being challenged. The time period for requesting a formal 1 appeal is suspended during consideration of a timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision In response to the informal appeal. C. FORMAL. APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.103 or 76,20.160: A person who is aggrieved or adversely affected by the denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the Hydraulic Appeals Board per WAC 259 -04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two Rowe Six, Lacey, Washington 98504; telephone 360/459-6327. D. FAILURE TO APPEAL THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. JS tg HYDRAULIC PROJECT (M` I APPROVAL R.C.W. 75.20.100 � � ( ''•;:as °� R.C.W. 7 5 .2 0.10 3 DEPARTMENT OF FISHERIES n September 5, 1996 { 061t1i3.669e (applicant should refer to this date in all correspondence) PAGE OF 4 PAGES LAST NAME prICONTACT PHONE(S) TICONTROL NUMBER Sabey Corporation (206) 281 -8700 00- C5613 -01 in WATER._ CI WRIA unnamed (Pal Creek) 09.0001 j uvenile fish and shall remain in place whenever water is withdrawn juvenile the stream through the pump intake. The pump shall be large enough to pump the entire stream around the work area. Once the pump is started it shall run continuously until the streambed and bank in the work area is restored. The pump discharge shall be placed downstream of the sandbag dam into an area that will not create erosion. 18. Erosion control methods shall be used to prevent siltation from entering the stream. These may include, but are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel - filled burlap bags or other material, and /or immediate mulching of exposed areas. 19. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments sediment -laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream. 20. Equipment shall operate stationed on the bank. 21. The permittee shall capture and safely move game fish, food fish, and other fish life from the job site. The permittee shall have fish capture and transportation equipment ready and on the job site. Captured fish shall be immediately and safely transferred to free - flowin water downstream of the project site. The ermittee may request WDFW assist in capturin and safely moving fish life from the job site to free - flowing water, and assistance may be granted if personnel are available. 22. Disturbance of the streambed and banks shall be limited to that necessary to lace the culvert and any required channel modification associated with it. Affected streambed and bank areas outside the culvert and associated fill shall be restored to preproject con- figuration following installation of the culvert. Within one year of project completion, the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a maximum interval of 3 feet (on center) and maintained, as necessary, for 3 years to ensure 80 percent survival. 23. A minimum of 10 inches dee of clean rounded, uniformly- graded gravel shall be placed in the channel where the culvert will be removed and in the the bed of the new culverts with a size composi- tion of: REV 10/16/88 WASHINGTON DEPARTMENT OF FISH AND WILDLIFE . 600 CAPITOL WAY NORTH - OLYMPIA, WASHINGTON 98501 -1091 (360) 902 -2534 This Hydraulic Project Approval pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization from other public agencies may be necessary for this project. GENERAL PROVISIONS . This Hydraulic Project Approval shall be available on the job site at all times and all its provisions followed by the permittee and operator(s) performing the work. This Hydraulic Project Approval does not authorize trespass. The person(s) to whom this Hydraulic Project Approval is Issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this Hydraulic Protect Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and /or imprisonment. All Hydraulic Project Approvals issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Protect Approvals Issued pursuant to RCW 75.20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the. permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established In RCW 75.20.130. APPEALS - GENERAL INFORMATION IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 76.20.103, 75.20.108, AND 75.20.180: A person who is aggrieved or adversely affected by the following Department ,actions may request an informal review of: (A) The denial or issuance of a Hydraulic Protect Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B) An order imposing civil penalties. . It Is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but if not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be in • WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501.1091 and shall be RECEIVED by the Department within 30 -days of the denial or Issuance of a Hydraulic Project Approval or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist andlor his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this Informal appeal, a formal appeal may be filed. B. FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100 OR 76.20.108: A person who Is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (B) An order Imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding Is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30 -days of the Department action that is being challenged. The time period for requesting a formal • appeal is suspended during consideration of a,timely informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision in response to the informal appeal. C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.103 or 76.20.160: . A person who Is aggrieved or adversely affected by the dental or issuance of a Hydraulic Project Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be In WRITING to the Hydraulic Appeals Board per WAC 259.04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two - Rowe Six, Lacey, Washington 98504; telephone 360/459.6327. D. FAILURE TO APPEAL THE REQUIRED TiME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY ,. REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. •:; • { HYDRAULIC PROJECT ( ,... 1 • (0 "40,,, 14. APPROVAL • R.C.W. 75.20.100 R.C.W. 75 .2 0.10 3 DEPARTMENT OF FISHERIES n September 5, 1996 412040.4611 (applicant should refer to this date in all correspondence) • PAGE OF 4 PAGES iu LAST NAME • in CONTACT PHONE(S) CONTROL NUMBER Sabey Corporation (206) 281 -8700 00- C5613 -01 ®WATE V WRIA unnamed (Pal Creek) 09.0001 } 15 percent of 4.0 to 3.0 inches; 40 percent of 3:0 to 1.5 nches; 45 percent of 1.5 to 0.25 inches, with fines less than 0.25 inches not exceeding 3.0 percent total volume, shall be placed throughout the channel. 24. The banks of the stream channel where the culvert will be removed shall be.revegetated per Provision. #22. LOCATION: 27th Avenue South off of West Marginal Way South near the Boeing parking lot entrance. • cg • • REV 10/16/88 WASHINGTON DEPARTMENT OF FISH AND WILDLIFE 600 CAPITOL WAY NORTH OLYMPIA, WASHINGTON 98501 -1091 , (360) 902 -2534 This Hydraulic Project Approval pertains only to the provisions of the Fisheries Code (RCW 75.20). Additional authorization from other public agencies may be necessary for this prolect. GENERAL PROVISIONS This Hydraulic Protect Approval shall be available on the Job site at all times and all its provisions followed by the permittee and operator(s) performing the work. . This Hydraulic Project Approval does not authorize trespass. The person(s) to whom this Hydraulic Project Approval Is issued may be held liable for any loss or damage to fish life or fish habitat which results from failure to comply with the provisions of this Hydraulic Protect Approval. Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment. All Hydraulic Protect Approvals issued pursuant to RCW 75.20.100 or 75.20.160 are subject to additional restrictions, conditions or revocation if the Department of Fish and Wildlife determines that new biological or physical information indicates the need for such action. The permittee has the right pursuant to Chapter 34.04 RCW to appeal such decisions. All Hydraulic Project Approvals Issued pursuant to RCW 75,20.103 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to the Hydraulic Appeals Board established In RCW 75.20.130. APPEALS • GENERAL INFORMATION • IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE. A. INFORMAL APPEALS (WAC 220-110440) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 75.20.100, 76.20.103, 76.20.108, AND 75.20.160: A person who Is aggrieved or adversely affected by the following Department actions may request an informal review of: (A) The denial or Issuance of a Hydraulic Protect Approval, or the conditions or provisions made part of a Hydraulic Project Approval; or (B) An order imposing civil penalties. It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns. Most problems are resolved at this level, but If not, you may elevate your concerns to his/her supervisor. A request for an INFORMAL REVIEW shall be In WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501 -1091 and shall be RECEIVED by the Department within 30-days of the denial or Issuance of a Hydraulic Protect Approval or receipt of an order imposing civil penalties. The 30-day time requirement may be stayed by the Department If negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her supervisor. The Habitat Protection Services Division Manager or his/her designee shall conduct a review and recommend a decision to the Director or its designee. If you are not satisfied with the results of this Informal appeal, a formal appeal may be filed. • B. FORMAL APPEALS (WAC 220. 110460) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.100 OR 75.20.108: A person who Is aggrieved or adversely affected by the following Department actions may request an formal review of: (A) The denial or Issuance of a Hydraulic Protect Approval, or the conditions or provisions made part of a Hydraulic Project Approval; (B) An order Imposing civil penalties; or (C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative Procedure Act, Chapter 34.05 RCW. A request for a FORMAL APPEAL shall be In WRITING to the Department of Fish and Wildlife, 600 Capitol Way North, Olympia, Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and shall be RECEIVED DURING OFFICE HOURS by the Department within 30 -days of the Department action that is being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely Informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be within 30 -days of the date of the Department's written decision In response to the informal appeal. ' C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 76.20.103 or 76.20.180: • A person who Is aggrieved or adversely affected by the denial or issuance of a Hydraulic Protect Approval, or the conditions or provisions made part of a Hydraulic Project Approval may request a formal appeal. The request for FORMAL APPEAL shall be In WRITING to the Hydraulic Appeals Board per WAC 269.04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two • Rowe Six, Lacey, Washington 98604; telephone 360/4696327. D. FAILURE TO APPEAL THE REQUIRED TiME PERIODS RESULTS IN FORFEITURE OF ALL APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION SHALL BE FINAL AND UNAPPEALABLE. vJ. lu, JU 11 • JJ l'71.1 ItttiNUU Gt \l,. UJ UU1/ UUO 11 96 0008 111MENTRANCO ENGINEERS. SCIENTISTS. PLANNERS • SURVEYORS 10900 NS 8th Street, Suite 300 (206) 454.5600 Bellevue, Washington 98004 Fax No, (206) 454 -0220 • • FACSIMILE TRANSMITTAL RECEIVED Date 9/17/96 SEP 191996 PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TQ'�JBUC WWILA DIGS Name John Lank_ Firm /Agency Sabel_ City Seattle Fax Number (206) 282 -9951 From Durwin Ritter ProjecVPromo Name USPS Mail and Distribution Center at Oxbow Project/Promo No. 95040-61 DESIGN CLARIFICATION: Culvert Crossings at Pal Creek The USPS Site has three driveway crossings to 27th Avenue over Pal Creek. To accommodate the HPA application, we recommended using a 35 "x24" arch CMP to be installed In each instance. The recommended pipe manufacturer, CONTECH, requires 1 ft. minimum cover from the top of pipe to top of subbase (based on a H 20 live load). Our design has a minimum 1.2 ft. of cover to top of subbase, or approx. 2 ft. to the top of the driveway surface. See the attached sketches for the minimum cover at each of the three crossing. The pipe should have a minimum thickness of 0.079 In. (14 gauge) and be of lock -seam or weld - seam construction. Hard Copy ` I Will ( X ` Wilt Not Be Sent L:•4/ No. of Pages (Including Transmittal Sheet) 6 If there are problems with transmission, call Durwin (206) 454 -5600 Place Transmission Sheet in File Box with Copy of Transmitted Material . , . uu/ lo/uu .1.1.:..1.1 l't1A EN l'HAINCU hNli . 4)11112/UUli (. - ......_„..........,_.( , . . . . . . ,. . . i . . . 1 . C, ' ... . . . " ' . I 1 • . • ., ( ' 1 . . s di ) 4 . I . .0: • tir k : . . .. . O ? 1 \ 13 • . L. .. 1 1 .. \ , (I \ . • 1 / .' ( ) ---• • ..• /2 t. 4 \ \ C ) ..) 1 a i 11 1 1. .5 •,..., /AL.'' • • .... • // '''• ./ ..: . . 11 i 1 • , 7 . i • • • I ....., k. - 7 ) 1 i " • ..). ..... ..../ . i i . .4 if / f " I j t i . ,‘ ....\\,. 13 / .1 . • i 1 .1 V L j. 4 Ilk i•••••••■• o 1 r I 1 ,\ C 1 in " . ''' / • 4 / It/ • . . 0.. . > I '''''''■ ./ 1 4. S) : ' 114 5 5 1 •"$ 5 /24 CM? \ r • ' ' i v 1 V • N \ . Q...- A/. LS' GoVe-g.. Z • .. , // .,, N ... . . • . *--.. , • . , N. ir; • ., • \C.) ■• I N . . ./. . "< ) . . . 40 1 ' • ' - ' - r- - ; : i. . - - ' - ' - ' - , +‘\. * D . 4 . • '..... 4 !$-N •• • . \.. . .. .)- X ir . I (N./ / . I , itc, " 1 1 : 7 • I \-, . ? ■ IF. 9.0 • . I i I.) .), 17''"'( • J ' t • h- ... : ' . ) . - 1 ... [ • .. .. . c\J , i 1 —__ - 4. N (:: :. .,:.4.. \,. 17 :•4 1 : ; . 1 /.... ,. . . ,. .11 . , •-• 1 tr) — 1 z•'• NI A \•••\:.' 1 / L 4,.1.3.3 \ li ....., 1 .............. -....) -----------1 it 1' 47 . .. - . . -,_ (0 • ' . . A. ..j... \ v . ( 1 7. A • ''. • ..,, .. 4 / g... ..4_,..,„ ..• " . .e . .1-•' --• • e 1 . le' . is f * Ie. Ser O. feLovi eicis:r7A16. RECEIVED ST(LEAPt FoCi) (Fiet,0 Vegt Pi) . : . • . . SEP, :1 9 1996 . • . .. • . 5 1 It r--S0 1 . • • TUKWILA • • P.U.IIII 124)& Ak I . • • DISTRA BUT106/ tEOleg.. . 1111:3110 E N • T R 'A N C 0. ' ..... . • . . > • • . . . • • `,f. ".• ' . . . . . . ..1 . _ _ . . . _ .1.1 • ..41 I t1.1. LIS in:1014U 111 . 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',.,,..?.?../P„o'''t.:,if.,•.:.;',1;,•.,1:7;,,it '.c.ii...74' I tet 1,!...*';i1j.):;(i:Ittc'.';':i '''.1.!,,P;,rt,;(..tf4,..01,),41.,,;'424",ii:,,,,'1.1;itP1).,:ilirt,+",e:Mti4 iM'':1 ( 4t, ,1),•Te:A,0,,,,.4Vii.‘.4.,'4,1,•,-,1,1,..y,'4,,,..4.1..t•v,V,-,_,,#`1'f-t14.1,';:.-11.,14,4).•):••,....1...,4,(--.4,i);i14,V;470)1'.14••.,•.olifr. W.`:)°It;iartitt,ii:/,OfiC4FITA0'.=1'AOMfr''' '' 433 ' '' r! ' '.'- 1 ''' ' 44. . ' '1 "- 4 '' ' •'" 4 L'il..VI.I.'! , - , !•.Nri.',....ki , ' ,0• .... , . : , .. .. ., .. . , . . . . . - . . • • • . • . • . • . . . • . . , . • . .. . . • . _ . . , . . ..... „., . ..• U0/ AO/ oU 1. 1 .../1 1.:1•■ V.011%AilloU Loll • Lkd uvui vuu .................................... .. • 22/3" x 1/2" height-of-cover Limits for • • . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . • • • .. . . . . . . . . . . , . • . . . . . . • . • . • ,¢,. �. hi 16 o -) b i .. RECEIVED I DRAINAGE EASEMENT SEP 191996 • V3 % . 0 • • TUKWILA 1 1 Al IN THE kArtsR OP PUBLIC WORKS I GO KNOW ALL MEA BY THESE PRESENTS, that Richard D•siwoae and 0 Katherine M. D•sinene, his rife, of the County of King, State of • wan Lagtoa, for and in consideration of outual benefits, do hereby r ,, • 1 j grant and quit claim unto the State of Washington, the right, privilege I end *ailment to construct and forever Maintain a drainage system i including culverts and ditches, but not exclusive, thereto, over, across and upon the following described lands, situate in Xing County, Stan of Washington, to vita • The South 1S feet of that 'section of Government 1 Wt 11, e Tornshi_p 15 Nertb game 4 11 1 1 Bast• w• nq�3Tlyfl 'ZRW'TRx "1t�1Cd the south 460 feet thereof AND EXCEPT that portion sakes for City •f s�•attl• sasr 1 i.ls• Rltht •f Way; un der King Co• Tr u Su on , Cart Cause No. 469SS7. ALSO EXCEPT that p•rtios thereof taken by the State of Washington ter N! �,r,ay purposes under Deere• of Aperopria• 1 • ties f�1•d July !S, 19.4, under King Ceuaty Superior Court C*es. No. 329031. i , The lands over which said •es•s•nt is being granted contain an area 1 • of 3,261 square feet, wore or less, the specific details concaraliag •• l ei1 of which are to be found within that certain use of definite • location, now of record and en file in the office •f the Director r 1 of Highways at Olympia, Wuhiagt•a, "mad bearing date of approval 1t July 23, 1939. M • ' It is further understood and ■greed that the STATE OP WASHINGTON, p r er its contractors, shall have the right to use any •quiynent •r . i ' • le sae-binary necessary to effect the construction of said drainage line, !, a Ai/ construction and maintenance of said drainags system shall it 1 , he carried out is a workssalik• sinner wleboae danag• to iaprovn•nts l' If anti alter such construction mad =Latinist; are completed, the j ' • l' ••Shea" ! i .1 •: . ■ .. (!� r ♦ . , . r • • * ).' ,....• }.' ,. t ► . • • : f ER 9 1969 t • . • ,^ ; 1C • :T. ° . 1 P•• . . •• '• : . • . ••••. 4 .. 4 , ' • . • • • ' • • • . +.'S • • , 1 4 —'-4 .. l� v . . L ' (, 4 .. outlaw, of said !aids shall he resumed to the coalition is which u7 it vas prier to such esastruc and waiatenanc•. r DAUD this lath day of January, 1915. ' Jaya %1�� r�� �� ACCAt[W AND A: V » ta, /[� AcceytaD AND Apy,tioeBD ITAT1 � g . L5 NG +N STAT1 OF MASNZNe ON . • paps N vat's • Drpsttasrtt •l Hiltt's s 21�r >•y , r ■ Amy t.ae ti STATIC OF MASli1NOT , sr. coultri Or 41N0 • Oa this day p•rseaally apaear,d haters me Richard boatmen* • ' • mmi Katherine N. Dss1Na• to me kiwi to it the individuals desstib•d • • 1* sal mho sxeested the'vithia and torrteis1 iastruwent, aadatknovlmdsed • • that they siad ts this saws as their tree had relnatary act sad deed, her , tae urea had purposes threats seatioted. . STUN 8401 my %ma and official soot this a4 . day of . amatory, 1061. . 'Am . 1 1 .-. ' •.. 1 •, . a on l e s e t • . , taasliagtoa, rsaldlas at S..te+. t • • ,.. . 1 • • • •r: , • ....ma • :• • •• .i i •, « .1• ••• ' •' ' - •'•• •. y t'•;•• •'; '. • i r . • •• •• •. • ••• • :' ' • • ' • - :. t ; 7 • .• • • .. S A:• ' " '• • :i • • • , • M !' .. 5•',; .4 ' ' ' • . ••' .. , ' ,•.. • ■. ' • • • • U FEB 9 1� � .. •• , . - r . ' , t y d� 'r,: r d ' , ?,,.; �'. TOTAL P.03 • • • • • • • • • • • • • • 12/11/1995 00:44 206- 255 -3099 CRYSTAL L KOLKE PAGE 01 R 0 B E ' T •1 1'klll' MWV.% .101 SECI1Vi1 \1'li \I 1:1111 "I'll t Ili st r1 I I III i I'I•;1, 1'141•:1:1 \ r t 1 8141A ti1'ITk 1111:1 �t my. :ow. ( )SS".1. 1 I . Gt 1I;• \TI'LI:. N'•11111 \tlI'n\ 0111111 Ipl\I >LI L1 111/1/11 Nowt 120 6Y 1•Ilpla 1'I•Y.I•:I'11ttW. INm1 YA:141 i:m A S S O C I A T E S a:•1\: (201» 62641710 r1\; 11 4 11 11 : 1: !lull RECEIVED • • omit I:n\ri a:\cr\r:a:ks . ..-- CITY OF TUKWILA posWt' Fax Note 7871 D18.100.951140° I December 1, 1995 DEC 1 1 1995 ,>,� Fsr►v� F�� Kss2 • 1 Co i ► e PERMIT CENTER * PNCne 285 Sabey Corporation Architecture Group I 101 Elliott Avenue West, Suite 450 "111t5 rhaY Ir1Q� nc K "413-67. Seattle, WA 98119 Attention; Mr. John Lang Regarding: 95 -T -28 (Oxbow Corporate Park - Building 250) RFA #95102 -28 Dear Mr. Lang: We have received information on the proposed project and have reviewed it fox compliance with the structural portions of the 1994 Edition of the Uniform Building Code (UBC) as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no additional comments. We have forwarded the drawings and calculations to the City of Tukwila for their records Please forward a copy of this letter to the structural engineer of Shutter Consulting Engineers Inc. Very truly yours, ROBERT FOSSATTI ASSOCIATES, INC., P.S., • • Cry al Kolke • CLK:2 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95t28 ^2.doc •j,••. N•I�. 1 4. "......' �" ti , ' ' City of Tukwila • ti John W. Rants, Mayor M � �,. ' r ►;' _ - Fire Department Thomas P. Keefe, Fire chief , • ...w....N.rf 1909 November 30, 1995 Fire Department Review Control #B95 -0375 (512) Re: Oxbow Corporate Park - 10730 West Marginal Wy S Building #250 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Maintain fire extinguisher coverage throughout. Clear access to fire extinguishers is required at all times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) 2. Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type. (UFC 1207.3) Obstructions, including storage, shall not be placed in the required width of an exit, except projections as permitted by the Building Code. Exits shall not be obstructed in any manner and shall remain free of any material or matter where its presence would obstruct or render the exit hazardous. (UFC 1203) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. Aisles leading to required exits shall be provided from all portions of buildings. Aisles located within an accessible route of travel shall also comply with Headquarters � Station: 4 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575-4404 • Fax (206) 575.4439 ; City ® Tukwila John W. Rants, Mayor - Fire Department Thomas P. Keefe, Fire Chief wl '' .. "� ,• 1908 = " Page number 2 I - the Building Code requirements for accessibility. (UFC 1204.1) Combustible material shall not be stored in exits or exit enclosures. (UFC 1103.3.2.3) 3. All new sprinkler systems and all modifications to existing sprinkler systems shall have fire department review and approval of drawings prior to installation or modification. New sprinkler systems and all modifications to sprinkler systems involving more than 50 heads shall have the written approval of the W.S.R.B., Factory Mutual, Industrial Risk Insurers, Kemper or any other representative designated and /or recognized by The City of Tukwila, prior to submittal to the Tukwila Fire Prevention Bureau. No sprinkler work shall commence without approved drawings. (City Ordinance #1742) Hose racks must remain unobstructed to allow the rack to swing freely. (UFC 1001.7.3) Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) 5. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 701) Accumulation of combustible waste material is prohibited during the demolition phase of this • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575 4404 • Fax (206) 5754439 J .•;... • J � ' City of L ��6� John W. Rants, Mayor .w ` t, c . i i ' '1: :^ % t' O� � d h.f.= f 'Z' - Fire Department Thomas P. Keefe, Fine Chief '' , , , 1908 Page number 3 project. Remove and properly dispose of all waste material prior to the close of the working day and as often throughout the day as needed. This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, r7k0 Z ' The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd 1. 1; 1 Headquarters Station: 444 Andover Pant East • Tukwila, Washington 98188 • Phone: (206) S7S.4404 • Fax: (206) VS-449 i' r a .. .. .t.r .. ..n . t .wT.r. r. .; :. fl ,.r .. a .... a. ef+..........r..,. ..ar .,.. ..rvns!t;lrteyliL . tVr'> {: .. .r 4..'i'311:R.:.hT w +srr.r.+r .. rr vrr+w/'na. ne.. rYV• wr w Cf.;; esrnhf 4k:'. Yks' ROAti'>•TwaNhlM4y`iYare/enea.r CITY OF TUKWILA Id: ROUT130 Keyword: @ACTM User: 1677 11/28/95 Activity document routing maintenance. BUILDING PERMIT Permit No: B95 -0375 Tenant: BO QRBQ E ARK Status: PENDING Address: 10730 WEST G N A WY S Route: 1 Current Route Line: 4 of 8 Packet Units Description Station Status Received Assigned Complete aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa Packet Units Action Station Initials Status Received Assigned Completed BUILD 01 01 C BLDG KEN Approved 11/06/95 11/28/95 11/28/95 Priority (0 /low..9 /high): 0 Regular hours (HH.MM): .00 Overtime Hours(HH.MM): Comments X watrM0 . t ", 2 MiTERMORMDEMO 4 L .. 'PLET:404ANT =E..W, AND C01 IAN x ; ' .� .BYr KEN 5[ 4 ] 7[ 9[ ] 10[ ] aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa F1 =Help, ESC =Exit current screen. ( ( 1 R O B E R T t Pkuhh:rsll,\I. MI sKc:u\I) 111•:\1 I :, II III III.5nl III Iltilt.l , Ikh.l I i I 1 ) \• VI I . Ilu \1)1.111 II1111I1'nda 11 �Kk1I1:LC SUll'h;1i0:1 ••;1 III:202e i Cnkl'I)k\I SMILE. 111SIII\I,In\ 411101 • I Ilil,h;l'I \I: 12011121.18W 111)%01.1 dual) 71:•0 1 1 S S 11 C 1 A T E S FAN (2011)112I.■740 h1 \:Ik0A1 ,I1•.:uu I I Lu \ iI arm; I M;1\11..k, ° ¢� { November 21, 1995 NOV 2 i �� C OMft i 1 \. Sabey Corporation Architecture Group DEVF(_CP �� 1`1 ..• 101 Elliott Avenue West, Suite 450 Seattle, WA 98119 Attention: Mr. John Lang 0 5- 03/5 /J , Regarding: 95 -T -28 (Oxbow Corporate Park - Building 250) RFA 095102 -28 1 Dear Mr. Lang: t 9 We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1994 Edition of the Uniform j Building Code (UBC) as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). Our comments follow: NI The following comments apply to page R -1 -6 of the calculations; the principles , itemized below need to be applied to all similar conditions. 1. At Zone "C" nailing (along Grid A), the calculations consider the i subdiaphragm two truss bays wide (16') by 50 feet. The shear at the subdiaphragm along the GLB is 536 plf. Check the allowable shear value for Zone "C" nailing considering the actual nailing condition (10d @ 3" o.c. at 3; boundaries, etc. and 4" o.c. at other edges); see comment #2 below as well. Also at this location, truss ties are not called out. Are the existing connections adequate? Please clarify. 2. At Zone "A" nailing (along Grid P), the calculations consider the subdia- phragm three truss bays wide (24') by 50 feet. The drawings do not appear to show three truss bays considered. The shear at the subdiaphragm along the GLB crosstie is 357 plf. Per Section 2314.3, the diaphragm value needs to be taken from Table 23 -I -J -1 or calculated by principles of mechanics. According to a staff engineer at American Plywood Association, the appropriate value for Zone "A" nailing (10d @ 6" o.c. at boundaries, etc. 1 and 6" o.c. at other edges) would be 290 plf per 'the Table otherwise the value can be determined using principles of mechanics (see Section 2340). 1 This applies even considering the plywood layout (forces not being along continuous panel edges; Case 2). If it is intended to use a higher shear value, approved supporting documentation must be submitted for our review. Please forward a copy of this letter to the structural engineer of Shutler Consulting Engineers. Inc. and respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office, as required. Very truly yours, ROB RT FO SATTI ASSOCIATES, INC., P.S. l 1 Crys al Kolk CLK:1 cc: Mr. Duane Griffin 95x28 ^1.doc f 1 '.... , , , ., ,.: :fi.,.., ....i.. . n .v ,. ,�,.,.... ....,..,.._.,._..., ._.. ,.,_ ..Y,,, ,.,.....,.. «.o.r.u.:xxnrvw.:: ve::o kr M..w. ..y.,..,.. ..,.. e.,... r.»..,... .............. w,..,.....«.. w......«,...,..,. Rw..a.en.ror,w:crw!csmr...w. ra.+... � J � ,, ........•. 4161 %, � ' City of J[ UkWiZ John W. Rants, Mayor ' i ll. • s Department of Community Development Steve Lancaster, Director • . - November 6, 1995 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 603 Seattle, WA 98104 Regarding: 95 -T -28: Oxbow Corporate Park Bldg 250 (B95 -0375) Please do structural review per U.B.C., 1994 Edition. Sincerely, a P,hs1c8.):',.,4,30;0‘2. Shellie L. Bates Permit Technician 6300 Southcenter Boulevard Suite #100 • Tukwila, Washington 98188 • 206 : 431.3670 • Fax; 206 4313665 514;t Caeir I CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 11/02/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 : Status: VOID Type: B -BLDG Vers: 9501 Screen: 01 Base Information Parcel No: Owner: Validated By: Plan Ck Approved: / / Status: VOID Applied: / / Issued: / / Active /Inactive: I Completed: / / To Expire: / / C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: Location: Category: (N= NEW /A= ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) Zoning: Gas /Elec: Census Code: # of Units: # of Bldgs: Pub Own: Streams: Slope: Wetlands: Water:UNKNOWN Sewer: Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 367,000.00 Fire Protect: Type Const: Type Occ: UBC Edition: Occupant Load: Occupancy Grp: F7= Update, F2= Previous Line, F1= Screen Index, ESC= Cancel Update CITY OF TUKWILA Id: ACTP125 Keyword: UACT User: 1671 11/02/95 Activity Table Processing BUILDING PERMIT Permit No: EST95 -01 Status: VOID Type: B -BLDG Vers: 9501 Screen: 02 Fee Information Building Fee (Y /N) • Y 2,222.25 EXIST BLDG SQFT: Other Bldg Fee (enter $): .00 NEW BLDG SQFT..: Plan Review Fee (Y /N) : Y 1,444.46 CONST AREA SQFT: Other Plan Rev (enter $): .00 # OF STORIES...: Building Surcharge (Y /N) : Y 4.50 Calculated Fee: 3,671.21 Archive Date...: / / Microfilm Date.: / / Additional Fees Work w/o a Permit (Y /N).: N .00 Inspect After Hrs (hrs).: .00 Reinspections (hrs) .00 Other Inspections (hrs).: .00 Add'l Plan Review (hrs).: .0 .00 TOTAL PERMIT FEE: 3,671.21 F7= Update, F2= Previous Line, F1= Screen Index, ESC = Cancel Update • , , te...L:' <t.l . .. ., n .f.r. w,+.». r-. nrr .............. .. ........ ...... ...... .. .. .. .. .... .. .... ._.......» .....+. r+.. u.w.w,ww.rM ww .v..r......« ».........,...... _........ ._ .. _...... .. ....._... ...... �...... ......_... .w..w SBEY CORPORATION RECEIVED CITY OF TUKWILA November 1, 1995 NOV 0 2 1995 Mr. Duane Griffin PERMIT CENTER Building Official Dept. of Community Development 6300 Southcenter Blvd, Suite #100 Tukwila, WA 98188 RE: Demolition & Seismic Upgrade Tenant Improvements Drawings Oxbow Corporate Park Dear Mr. Griffin: We are pleased to submit to you for building department review these tenant improvements for the manufacturing buildings at Oxbow Corporate Park. The owner has elected to proceed with these modifications in order to improve the leasability of the facility. The modifications consist of: 1) cutting additional openings in some precast panels; 2) removing the existing pedestrian bridge linking two of the buildings; 3) removing some existing non - bearing partitions; and 4) upgrading the structural frame to comply with the 1994 Uniform Building Code requirements for seismic resistance. There is no change in use. There is no change in the life safety systems of the building, including exiting. If you have any questions regarding this submittal, please contact me. We will be happy to cooperate in any way possible to accelerate the issuance of a building permit for this work. Sincerely, • aynes nd Project Architect /gf4 O ace f: \ user\ hayneel\wp \ oxbow \ dg02oc95.1tr A COMMERCIAL REAL ESTATE. COMPANY 101 Elliott Avenue W. • Suite 330 •Seattle, WA • 98119.208/281.8700 • Fax: 208/282.9951 tce ° • f� , , City of Tukwila o John W. Rants, Mayor ��• 4 , ? - Department of Public Works Ross A. Earnst, P. E., Director ' 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: SEPTEMBER 23, 1996 SUBJECT: US POSTAL SERVICE PROCESSING AND DISTRIBUTION CENTER Access and Storm Drainage Permits 10701 29th Ave. S. Project No.: PRE95 -012 Plan Check No.: B95 -0375, 0376 Activity No.: MI96 -0008 Contact Person: Mr. Haynes Lund ' Phone: (206)281 -8700 /K THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON September 23, 1996: PERMIT FEE MI96 -0008 Access 25.00 Storm Drainage 25.00 Total Fees: $50.00 Two copies of the confirmed Utility Permit Application with a set of plans are attached for inclusion in the permit file. JJS /mv Attachments a/s C.F.: PW Utilities Inspector (copy of UPA, application and plans) Development File (copy of UPA, application and plans) • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 Mill MIN SHUTLER J08 OXBOW CORPORATE PARK /Seismic Upgrade III CONSULTING & Demolition Seattle, Washington — ENGINEERS Inc. SHEET NO COVER 1 OF S7 1300 -114th Avenue S.E., Suite CALCULATt BY JS /JH DATE 10 -27 -95 Bellevue, Washington 98004 SCALE Job No. 95 - (208) 450 -4075 FAX: (208) 450 -4078 STRUCTURAL CALCULATIONS FOR: R E C E N V E I5 SEISMIC UPGRADE & DEMOLITION NOV 8 1995 OXBOW CORPORATE PARK ROBERT FOSSATTI ASSOC. Tukwila, Washington PROPOSED BY: RECEIVED NOV 0 9 1 995 SABEY CORPORATION 101 Elliot Avenue West Seattle, Washington 98119 (20 6) 281-8700 COPY ARCHITECT: SABEY CORPORATION 101 Elliot Avenue West GlT1'DF'l1KWlLAa WO Seattle, Washington 98119 A P , V (206) 281 -8700 EC .� 5 1995 DESIGN CRITERIA: I>.cauvr DIVISION CODE UNIFORM BUILDING CODE, 1994 ed. ROOF LIVE LOAD 25 PSF SNOW LOAD WIND LOAD _ _ 80 MPH ZONE, EXPOSURE "C". SEISMIC ZONE U[, Z =0.3, Rw =6 � 8 4 .93. � WAS 4 I x �d RECEIVED ' .� , y CITY OF TUKWILA NOV 021995 PERMIT CENTER • EXPIRES 09 / 12 / F O315 All114111111- -- SHUTLER JOB 08 40 , 0 - A %� 1 __ CONSULTING e . v � - ENGINEERS, INC SHEET NO ^ - - / OF 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98004 CHECKED BY DATE • (206) 450.4075 • „ / FAX 450 -4076 SCALE I ' I lop LU _ - ... _ . • s �.r_... t0 = 0 __.....�. �1n0 =o ,�- _..__... _�. - - i-- 0. _ .__ - - - -- h.e._._ ..,� - ; 0 - - - - - - - \ T - - -___. �... __ ....... _ _ i _ - .. t.. n __. .. �- . . .... 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SIMI AM MINN SHUTLER J08 6114ViA) ®El CONSULTING . e ��EM ENGINEERS, INC SHEET NO. 1 I' OF G 1300 -114th Ave SE, Suite 250 CALCULATED BY ‘7 DATE l /1- 7 5 Bellevue, WA 48004 CHECKED 0Y DATE (206) 450.4075 FAX 450.4076 SCALE . , . - . / /JC? l - �, U�w �tcrc ✓�4 i IU,tI r .ilo ( 4 f ,.o ; Ai yl) VV dt- .11 r- /$ 1 , .. ,2i � rr',,' 31 $I 6' .0 ; ,[1: . ' :: " , t K ;0.$49 _ i-h . (o . M - VI' . . K- r 1 DIAPHRAGM NAI LING 5CHEDUL• . NAIL SPACING ALONG ' NAIL SPACING AT MARK CONTINUOU6 MOTHER" t PANEL EDGES ' PANEL .PGa5 0 al III 4fi ail radow Agii . , . , \ \ ���� \ \ � VI 411 Vii`• , 00. i ns • :::::::420.-,..-:: 5 WareOc I) ALL NAILS TO bE IOd COMMON (.148 x 2.Ve MINIMUM . LENGTH). prl 2) PROVIDE IOd G 12 ALONG INTERMEDIATE FLAMING • 0 MEMBERS, 3) PROVIDE 1 ROWS IOd e J "% AT DIAPHRAGM 50UIJAARIEs3. 9 4).PROVII L 3x4 D.f` 2 STIFFE.1JERS AT ALL PL`(WOOO tl � EDGES IN MARK 1c . .PI 4001 0 I 0 1 1 '� I _ � 5 Q • DL 'NV -- — r r \ i . 0 .. , . - 0 .. c . 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(V) r 5 4IP ql a)/ e - Qa. / /bw = 5 ill( I /,a (tG) 'r`'' / , Ak //d i) = 1v V = $y .4n » , � U /a >/ / /C0' _ .S�CP '' ,� �,5 = '�'o,�xc C � A��i�L!/ j Cithti 4 &/ "% Or ( // q' t5 �� - 'emit Ald'c sn2ria AuVrilo )AL (''% Dry kr��k A44 64j I IIIMM SHUTLER JOB VX 0 VIII II CONSULTING �. ® �® ENGINEERS, INC SHEET NO. Of L ' CALCULATED BY ,5 µ DATE /o - l - 9 1300 - 114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE ,t./o 101 - - .5010 17 G . (5-i1-61%)(b).•> i u1 €, 'so.0 4V - �(Pyx li.s �'S A01vAt i ; t 0- 3 u�2 Q U /�l 4 i AO,I ?rlfyri4 .. .. ...- ............. _ .. • fi F.IvIry . • �6 j i3O.�/te '-! J ( ✓5 1 ..1 1) t a � ( / t��f : ,3 1 <�') id .._ . = M ' / 00 .4 ") - /VIP � i / 3 (() • la " x id •pa Orem w/ g - i/[e • �t1,2 = o.�a [ g'( ) . -A AdentJ = 5 (1M)1i -931 ti deo 1 = 3 (111 V ' 40 ( If / , z /l .t. FP . col . • ( 1 ovl., "f! /o' 4A 7.'9i$' W/ /g- A/ /gyp (/!e d Co4,t(OA), An° 04,01 Gr/da�✓, , / /o&. z . )1 # ...7 a/ - 4X1 (e) i ;u o 5 •4 , 0 414w : • dj (v5o) 3 /�r " r6 ��,o 1, U D1) - � - qs ( 1/4 / 3 1040 • • It /ox/ c7 , - ,, (i' ) - • J, 9* &. ( 0 go/ AA 'G4, C.- lain • ®®M SHUTLER JOe O K 0 1 11•1111 CONSULTING , ,'- � � ENGINEERS, INC SHEET NO. / OF / ' • 1300 -114th Ave SE, Suite 250 CALCULATED BY '-' DAT � - Bellevue, WA 98004 CHECKED BY DATE (206) 450-4075 FAX 450-4076 SCALE • _. (4.1 7 ; &i $ 4' .. = 4/4/lo.0 _.. _.. - A.0a... Nc2.04 gi/ o = 5/00 1 '7X _ = c � G , ( 535/ 4 "') d 1 �u/luc� , (y,w") = ig, .1/t Z oto iduv7 1/4u4$ ( A Huey = ' . ( V i ' 3 31 = t,,/ •.S/ • (E) s' )is l r' -1,0(79 ' = -1-5.Y ( t/' ) ���Jl = - • /alto : .)11 4i. d( t-'1 I- . . 534/ <(1 ` = ili 3 — 400 ,. ,513 ',AZ's .._ V 7 - .5.5q ( / ' VP(' I g ' 1 35'� ( • .>PJ' .. 5q1 5a5 � �, - 'emit .1 G ,. 44,1 4 1 �...... - iP ii' Anormmt K/ " /c dote 406* S .15Y (c• ,4P)// 4 =/(, 00 - ,oai A �A ' .. ' .4 li .. _ ;; RAp Aeo, -ritAA1 C. tp" % Olik Q k', ;(7/ ` !MARINIM SHUTLER JOB a e l Otij 111111111111 CONSULTING Q ®iMM ENGINEERS, INC SHEET NO. /` '� of • 1300 -1141h Ave SE, Suite 250 CALCULATED BY �� DATE � � -��-y 3 Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450 -4076 SCALE i • 3rtQ �"' �,�- , �,Cing PAL - . _ __.; _ ,G IV I �V 11,1140c,4 d T• /)ok 4 /4% 0(.44.1le p 'ti' „4 ,ek,4�c,P -. (6) AAP- �/,� e icr % 4//040 c xiquO _ . __ .. 7a /low : iU (yo ygoo i` _.. CRteniC . f1= ica ( c 15$g ... :.. _ ( 4/S , Alow- Wob 4 _ 5 Aoo (AI) 11 004, - y NV • 0 SHUTLER JOB IN i0e/U) Mk. CONSULTING AZ /- /O 110WilM ENGINEERS, INC SHEET NO. OF • 1300 -114th Ave SE, Suite 250 CALCULATED BY ��� DATE �a - /! - 7 Bellevue, WA 96004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE ii .... /0." / /o' '.0/, ,-iA) %1'Ut Pm, - do' 014 r' of y • . . Lau) 60( . , . .. di , . 5.0606.)4.,4 , . tii(.44).0 v.. Ili.) k/ ( n = 1/4 0 (() o sl y " )1 /a 6 4 -eAV 1A)1 1- thee A 9 0 (AM.wl Id il 11 g. flu /law = �.)u 5 i �P - Aid jI �)k'A -,9 (c) v F F t:2kii�J A/loo.. /d(9au %,Yb 09) - /r/U'� $' ! a $s..,,1 .. ,sao ( .)'Ai" i" k 4;64 i ist)/ pt!— A)/(P . Allow = /y(/w# )(is ` taw . A ,, W' &) G.' r / J , / / /m, = / c> S # SHUTLER JOB D XyYlw Mk CONSULTING // • ENGINEERS, INC SHEET NO. OF 1300 -1141h Ave SE, Suite 250 CALCULATED BY "' ' DATE �Ur �/� 5 Bellevue, WA 98004 CHECKED BY . DATE (206) 450.4075 FAX 450.4076 SCALE (E) oti , 1 4//060 3 81.1 (xl) tl 0 4 = 4/8 io i5d t,15 �JM ......._. �._...__ . (E) Q RA,/ 3 " OuN 5 ,ix u)/ 0). 'Iv " 0 ._ k J �'� dal/ 4) = 2 8l� (1 '33V U,P I S ) (1' 6 - pt° &coo V41.4.4 (N) 2 °//L :3 "(4cN uu� (p- PA/ Q'iu' k Agog) = 3 ( 0,11 /• 0\ = / .�( 1() /3 '1(o -tew $4A h 0) V = t / ( - /.1) / /n, • 0‘i 5 ?3' A , 4/1)4.) gENI SHUTLER roe— UX'� �� • CONSULTING � �M ENGINEERS, INC SHEET NO R �� OF .,9 1300 -114th Ave SE, Suite 250 CALCULATED BY ail ' DATE 'U '' Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE �.... _. • _ __ _ � 3 9 3. � - 3 � .. Duke V'� 04 0,40,4646.41 Iy .4 4•Nouper 1 - - - ......__... .. @ �y� P6gA.ik.R - N'<Ju7 +1., l B pee • (() .'t / I /1.44 = /cheo' / ax e h &i t'l .. . __. COIL . 141 it A6 / . XII' 6 ' e.5 (.)r X / P / v i t ' i G " 0 4 " ) - " Ae n.G - • t G(. it CoN,i A< .. .. .. ... _ ... - -. -- _ --- �� ;9 ,p i,Pv<s5 r 1 (d0 /' ) = /IP /v) __. 4120 (NI 1.77- 4, , liou.i = X150 id i. Milill SHUTLER roe. Ox gow ®. CONSULTING . )- i5 • . SWINE INN ENGINEERS, INC SHEET No OF 1300 -114th Ave 5E, Suite 250 CALCULATED BY DATE Bellevue, WA 98094 CHECKED BY DATE (206) 450.4075 i► t FAX 450.4076 SCALE _v fIller • 1:[.. • . C . a a . . .._ . _...._. . O ■ • Ncl. . • _ • r .... i _._...- ; 5 . . . . 6 . . . , . . , , • • — AMMEM SHUTLER JOB U X fOW _® CONSULTING i.. /V "W ®� ENGINEERS, INC SHEET NO OF ` 1300 -114th Ave SE, Suite 250 CALCULATED BY `/CIf DATE /0-/e0-1 3 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE . G2 ' LNG - 111 I k . .. ... _ :. -. _ j . _. _ _ I .... .. .. _ . .3':,..4*131 . 0 P. y) l . -' ' ' • aP �( ya tP .4_ jAi!x 1 15 .l togoo . _ ... ...... ..... . _. . 1 f tv.e ,) = y ' <,/a1 - too yg 1o. • (g) d ' J ' " ) 44 )W i41 VJ/ /0 - ,1//4 ad _ - 11.&a) / (/0+/x /. 9 = /i82 o P =' /‘-/ V = 6/0 .4'./ ( y = /leap 4th ( L dS' ti /0V /0x' /4 .. ...: 0 , ... . ._.._ i a) - pia - 50,1 L> - 13.50 kyt ,2 - Le, & = /51 ;44 4 7" l w7 % 5v � ::- e 4/a 1 U k ic ... ►`� C /� � ..1d , � ' k - oh .TO - dd.9 ® Al= - SHUTLER doe OX$O-LL) MINIM CONSULTING f_ /5 ��NM ENGINEERS INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY \let/ DATE /G -� ;""*.5 Bellevue, WA 98004 CHECKED SY DATE (206) 450.4075 FAX 450 -4076 SCALE lO ■ • L , , �:_ ___J 5 V' ::: 0 10 ki t P 11 • C - - . . I.). .g 40 - - - p Fr I.)" r ,5 -10 !%allou kJ (d l "1 . ` 11- �'� i I/ - f� + U• ti / .0 G'S/ - Tell /ou) Val/o14) ,,.10 /1 • • tEM.UM SHUTLER J08 0X* ' 1GOl, e3 �� CONSULTING '.,J9 / . ��� ENGINEERS, INC SHEET NO. OF 1300 - 114th Ave SE , Suite 250 CALCULATED 0Y DATE Bellevue, WA 98004 CHECKED BY OATE (206) 450.4075 , i FAX 450.4076 - SCALE i ' 50 -1 U t Y po -o .. __�.._....__. ._ .50'0 1' �W'0 t 1,100! _. ... - �..__.__._. 4 ._..... _. .. . . . . . . . ........ .. _. -.. _._ _. ._ -.- - • i . i Y .. ,�u�/ q < ir,FFr try I ... _ __ ._- J 1 04 iod COMu MVO Y 1 I I fly �,P�� 1 .. __.._...... -:— o Pwv , 11 _ " '' 1 -_ .. _'._. I X35 =y7 1 �. h = — _ \-,• 41F'c�� . _ ... - ___ .. ,� 1 _ . 1 . I. a 4 PiJ, _ -_. _ ....._.._..__. -- - I 1 I _ _ . 1 .... . I ! .... �. . _ ......:.... ....... _.... _ ._....:.I .._._ . - - - - --? - - - -- r-- - I- -• • + 1..._...- _......__._.... 1 ......--- ...--- .- _...._.... -- _.__._-- _..1..�-- ._ - -__. .- .. ... I .t 6) .V I .....__. _t9�.' --�a I ...tV� .. ... _.. 9 ; . — --- -1 -- __... __�_ �y ' O� L . , .. . . . . . . . .. .. . .. . -._.. 1.. -_ __ .. -- , . _ __ . • 41111141Na MN SHUTLER JOB UX*40 INIkIll • CONSULTING 3 �.a ��� ENGINEERS, INC SHEET NO . O F 1300 -114th Ave SE, Suite 250 CALCULATED BY ‘.VC/11, D ATE /U .' //- & 5 Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450.4076 - SCALE . ___ ... e �. .a._. - - = --= .— r. ,'°4 (i /li i ( /' 11) . .- - .. `? fl .'14 . - -- 0 -) 6 r. 1110 ( I 0 ) Z. .o.,' J') /i o h o • i'ot 3 t „) .. ,�y .93 ' - Jo . • • - . - d $' 1"-/ Vo ' -. Wo ■ • • f, .* 6 3 ( . I-1Y - ,)( / So) - /./-t/7- g.04 . _.._. __.._._. i .. .. ._. ._ r ,- , � »..._..__ _.. _.- --• -- _. _ __..._� .._,..�.__... - - ^ _-�'_..'.._._ • • • • • MINI � � SHUTLER roe �JX'f Gt[� Illik 1111 • CONSULTING % �$, 3 . 111111,11M : ENGINEERS, INC SHEET NO OF • 1300 -114th Ave SE, Suite 250 CALCULATED BY VCN DATE /O • i .9- 95 Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450.4076 SCALE 1 ... : .9 G 0 Gum ae ✓A- 10.4.1 • • _... ;.. .. . _ .. .. ... __ ........... _ .......... a y fiat, 9v 1 A .. .. ., _... • - • . • • • • , . i MATEI-41..1 NE v • - (D4004 A MECH. UNIT `--r-a PLUS 791* TARGET STOP 11 RANE. RUNWAY ¢..CRANE ItLINWAI ® ® 22.1. 0 NAIL SPACING ALONG NAIL SPACING AT CONTINUOUS "OTHER" PANEL EDGES PANE.L. EDGES 12,4.1 (2.! NOTES: I) ALL RAILS TO BE 10c1 COMMON (.I4E99S x HUH LENGTH). 2 .) PROVIDE IQ d e IT.% ALONG INTERMEDIATE FRAMING ME.11F5ERS. rROV1DE 2 ROWS 10c1 e AT DIAPHRAGM BOL11.11:34Rle5. 4) pRoVIDE. 5x4 D. rtA 2 ST FF AT ALL PLYI,V000 EDC.iE5 i4 MARKS 12% JILOI 112,0 12.00F WAILING DIAGRAM IP= 1001 — M SHUTLER JOB vx * W �� CONSULTING ���. 5 ��� ENGINEERS, INC SHEET HO Of /' 1300 -114th Ave SE, Suite 250 CALCULATED BY �e DATE �' /0'45 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE g %c/ no - 1,0 Y� 4 s _.._�._ __._...__._�... .. . . .. . e )6 IA/ 1 CO w . = _..._ ._. r_ _ 5 n (0 �y� F0 �� c ki i (�9$ . `'' l = 359a .6. t �' ( 55'" : d o 4o () a 97 w/ .50 - dap / 4 / /o� v , 84 , . . /140 60) 'ii "' / / 0 0 .f _> /) • Vol 1,Al�E'k,� y ( / ',r ;7allau) _ )J<go1 $ )0, !) $' . (.5*14s/) . yl id ) • *4' 1 , $ ,eAO w/ ...'lo- ,c/ /(p A /low • S (p( / /4/'rV/, 33) : V& V 07 s .. (!c 0, yi %v ...^ , vo (0 4/11.1.,2 to/.) ,A//o , : '',(%"(,, 3.31 .7191 . 3 /6 a f //oxy ‘ % _ ,„2i4/3(li o ) = ,,669 AN ANS SHUTLER JOB 6x%acv �� CONSULTING K'���(D ®iM ENGINEERS, INC SHEET NO OF L 1300 -114th Ave SE, Suite 250 CALCULATED BY VCH DATE /0 /I' 0 5 Bellevue, WA 98004 CHECKED BY GATE (206) 450.4075 FAX 450.4076 SCALE Y'Y " At. - e- S irks � _... $ , ( 8 � ► Sal . _ ,a _ .3 4...- iaatiti C ' . __ -. -- _ - -- () ,u � i M5 ti ;fa /low t 4 /gee ° (c g) = 3 0 ^. ' goo () dot vo ,1 )-0 b ) • 1 43 0 5 - -- ► .. _._. - .... _. ....... yrIi . 50 ,_ 6 ( ” g d,.) _ y� y k . I AdDto = J (N ,r, -1 / 1 = 4 y k o 5 % �i at5 % ,5 4"' e 567 ) / /..iN / a g,�S 11 " Ci b 10" 6 4,)// Sep' - '100 580 ,t)ti 114 0 LJ4 /2. /A. S rim to A 'r'e~,A-e. ( U% 0.44e 6:16 .. . _ 46 +ott t rorAtc.) - �rRAP l`, F,esr e vio = t. .i8 l y'Y /�l = 36 . (€) . tP ad»/ to/ ,hl- Gila, f,/c 1/ou. = AP 1/ NY) /Y)' 3 3) = /61 . . . ... ...- AQO (V) GP7,11 .Py, . = /a95- . . 413 rRA,, e 3't0 irfii0 ° $16 (V)( 4 /9) , ..$G0 .0 410(J) , 5r' 3ca ,. . Adocu c Gogoat- __ i 1111MidMIM SHUTLER JOB OYeatI) 111111111 CONSULTING jec.)6- � I� ENGINEERS, INC SHEET NO. OF • ` CALCULATED BY \l DATE J' - , g- fJ 1300 -114th Ave SE, Suite 250 Bellevue,.WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE 1 44 4 040 , Ja,l �� � 40iti . --- Pry ?�0 %') .... _ _ ..i.,..N T-'-'-• 5' , . , . ►(- ebb S ay ,P 5 p JIP �� 5 = .5 � ..._..__. _.. I j am' � 44 l6 W V �' (C) iu4'...71 t)/JO -um 4/41e = tnteattt 6De. - 4/i Iii, Q w/ PAI' O A6 (` .9l "%C , = Igo ( qt"/..1 ,I ) = d 4 1 . . 1' ( y‘,te ) - 54/00 ... - _ - ( €) I bt,1 g„ oreR0 w/ J!p- Ake j2a //D&) ; '2)6 ( /3N)(/,9t) = 4' ?'t/. .__.._...._ -- Cat 4.1 iov !e A0 , '-/x w/ , /. y ''4e 40 (v xd "�� . gwaeu ;oitt (,,, *)( 'x x.5), p)" n. 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NEW _ � ENGINEERS, INC SHEET NO OF /0.do• g 1300 -114th Ave SE, Suite 250 CALCULATED BY fit^ DATE Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE_ __ -____ C -74W i( - b..10 cd i►?£ , ol) /'� •V ' " Pic, i . I. • 401 57.4% Otte . . . , 41 i v v 5' lac ) 0,11 • '' , a My. - P C o'ia��� j - /, � g ' 5 t,t).5, tu6 I . ....._ . ,, ,., 'f /Ux 5 x ht k ,).P.6 / i$,qd X150 .._.. -- 7 • iiv i'� yePI �� iv : a.,..s t 0 e0lP/ v 3a 40 Q - D . , => L'I y/i C e 44 / P4 , ,A.) AA& 10 (A, «CI (>e , �5 ) - D , 4,d�i _ . _. e ...,.. : we, ° 6. ,d0 3 k / ft A t 0,5, id. - , [d- 'a k 7 . ...... of - uj(,� /� .1 b , i k /fi = U U. o y� ∎' /� . SHUTLER CONSULTING ENGINEERS, INC. Title : ox er/ 1300 - 114th Ave S.E. Scope : Suite 250 .Number: • Bellevue, Uashimgtos 98004 .4iisc : (206) 450 -4075 Dnepr Date:20 -Oct -95 STEEL COLUMN DESIGN Page DESCRIPTION )) Grid M - Right stro.gback at 8' -0° Opeais. )) --- -- - - -- COLUMN DATA ---- ---- -- DESIGN DATA ------ ---- -- RISC SECTION ))TS626x3/16 Fy x 46 ksi TOTAL COLUMN HT. = 21 ft LOAD DURATION FACTOR .= 1.33 COMBINE LL A ST ? N 41s SUPPORT FIXITY -- -)) 1 (( 1=Pi. /Pie, 2 =Fix /Fix, 3aPi. /Fix SIDESWAY 1 :14strai.ed, 0:Fres 4 Fix /Pia, 5=Fix /Free X-X AXIS = 1 ()lottom /Top) Y-Y AXIS = 1 APACE() LENTO: EFFECTIVE•4ENGTH FACTORS: X-X AXIS • 21 ft X-X AXIS = 1 Y -YAXIS = 21 ft Y -Y AXIS = 1 APPLIED LOADS AXIAL•IEAI4IA0 = 5.5 kips ECC. for X -X MOMENTS = Is ' LIVE LOAD • = kips Y -Y i. SHORT TERM kips Dead Live Short Sloe Eloc X-X AXIS MOMENTS: TOP : k -ft BOTTOM = k -ft STUN ENDS = ft Y -Y AXIS MOMENTS: TOP = 1.38 k -ft BOTTOM = k -ft STUN ENOS = ft POINT LOADS: (k) X -X = ft Y -Y ft UNIFORM: (k /ft) X -X = 0.173 21 ft Y -Y = ft -----------N_.N---- USE : TS6X6X3/16, Max Stress Ratio = 0.50 Load Comb...)) Dad Live D +L D1$ST Formula 1.6 - 1a = OK Formula 1.6 - lb = OK Formula 1.6 - 2 = 0.175 0.175 0.496 OK Acts.' A Allowable Stresses... Fa : Allowable = 13.02 13.02 13.02 17.31 ksi fs : Actual = 1.29 1.29 1.29 ksi Fb:xx : Allow (1.6-1.) = 27.60 27.60 27.60 36.71 ksi ' (1.6-lb A 1.6-2) = 27.60 27.60 27.60 36.71 kei fb:xx Actual = 14.43 ksi Fb:yy : Allow (1.6 -la] = 27.60 27.60 27.60 36.71 ksi ' ' (1.6 -lb A 1.6 -2] = 27.60 27.60 27.60 36.71 ksi fb :yy Actual = 2.09 2.09 2.09 ksi Msx X -X Axis Deflection = -1.097 1. 8 10.50 ft free base c-/J.3 Max Y -Y Axis Deflection = -0.098 in 1 12.18 ft from base STEEL SECTION DATA DEPTH = 6.00 is I-xx = 23.799 1. 4 4 WIDTH = 6.000 it S -xx = 7.9333 ie "3 FLAME THICKNESS = 0.188 is R -xx = 2.361 is UE8 THICKNESS = 0.188 in I-yy = 23.799 i. "4 AREA = 4.27 i."2 S -yy = 7.93 i. "3 WEIGHT = 14.50 1 /ft R-yy = 2.361 is • • TLER CONSULTING ENGINEERS, INC. Title : SHU UX*(,t) 1300 - 114th Ave S.E. Scope : Suite 250 .Number: W Bellevue, Washispten 98004 Nisc : (206) 450 -4075 Dsapr : Je/ Dite:20-Oct -95 STEEL COLUMN DESIGN Paps -DESCRIPTION )) Grid M - Left strospbsck at 8'-0' Openiap COLUMN DATA ---- -- - --- DESIGN DATA - ...... - °-- AISC SECTION ------ ))TS6x6x3/16 Fy = .46 ksi TOTAL COLUMN HT. = 21 ft LOAD DURATION FACTOR = 1.33 COMBINE LL & ST ? N y/s SUPPORT fIXITY - - -)) 1 (( 1=P1s /PIa, 2 =Fix /Fix, 3 =Pis /Fix SIDESWAY 1:Restriised, 0:Free 4=Fix /PIs, 5 =Fix /Free X-X AXIS a 1 (Bottom /Top) Y-Y AXIS = 1 .INIBRACEO LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS = 21 ft X -X AXIS = 1 Y -Y AXIS = 21 ft Y -Y AXIS = 1 - --- ---- ------ ---- --- ---- -- APPLIED LOADS ----- »-- -__ AXIAL -DEAD LOAD •= 18.72 kips ECC. for K -X MOMENTS = is ' LIVE LOAD = kips ' ' Y -Y = in ' SHORT TERM = kips Dead Live Short SLoc ELoc X-X AXIS MOMENTS: TOP = k -ft BOTTOM = k -ft BTMN ENOS = ft Y-Y AXIS MOMENTS: TOP = 4.68 k-ft BOTTOM = k -ft WIN ENDS = ft POINT LOADS: (k) X -X = ft Y -Y = ft UNIFORM: (k /ft) X -X = 0.051 21 ft Y.Y = ft SUMMARY ------------------ - - - - -- USE : TS6X6X3 /16, Nix Stress Ratio = 0.57 Load Comb...)) Dead Live 0+1 DLtST Formula 1.6 - la = 0.568 0.568 0.495 OK Formula 1.6 - lb = 0.415 0.415 0.352 OK Formula 1.6 - 2 = OK Actual & Allowable Stresses... Fa : Allowable = 13.02 13.02 13.02 17.31 ksi fa : Actual = 4.38 4.38 4.38 ksi Fb :xx : Allow (1.6 -11] = 27.60 27.60 27.60 36.71 ksi ' ' (1.6 -lb 1 1.6 -2) = 27.60 27.60 27.60 36.71 ksi fb :xx Actual 4.25 ksi Fb:yy : Allow (1.6 -1a) = 27.60 27.60 27.60 36.71 ksi ▪ ' (1.6-lb & 1.6 -2) = 27.60 27.60 27.60 36.71 ksi fb :yy Actual = 7.08 7.08 7.08 kel Max X -X Axis Deflection = -0.323 is 0 10.50 ft fres base Nax Y -Y Axis Deflection = -0.331 is 1 12.18 ft from base -- .-° ------ ---------------- STEEL SECTION DATA --- .-- ..--._ DEPTH = 6.04 is I -xx = 23.799 is "4 WIDTH = 6.000 is S-xx = 7.9333 is "3 FLANGE THICKNESS = 0.188 is R -xx = 2.361 is WE8 THICKNESS = 0.188 in I -yy = 23.799 is "4 AREA = 4.27 is "2 S-yy = 7.93 Ie "3 WEIGHT = 14.50 I /ft R•yy = 2.361 in _ _ _ _ _ _ _ _ _ _ — SHUTLER JOB 6x *a) _1 CONSULTING NM — ENGINEERS, INC SHEET NO. I. l .- 0 OF + 1300 -114th Ave SE, Suite 250 CALCULATED BY .J DATE /U r � • f 5 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE k'l V A/,' 5 - 0 ao!es . _ U. UtPS � ...._.:.. -_ fix ra� g �.:_.�. � .... _. �. 5Y 5) Ae &l es t7 J - / '0 a ' i � f 3 1;v uu t ( ids 4li5')(.1 “;) : ca C r/ /oil - AA 1 7.1 Jos IIKX... A, 1 5 d 5 e P//1” 31-49 14'4) - 5 °�� M 3 k�� . : ,0,A/ 4 = 6 .i,e " 1 '- L /co .a $ N ,-. 1.x qv /40 k ' L o f'0' ,..3 re, ' /7i.s, AM®. SHUTLER 6 cv JOB 0Y)0 �� CONSULTING W -/- IMF MINIM ENGINEERS, INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY �e� DATE /0 �� 7 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 • FAX 450.4076 SCALE • GieIQ l - Akio 3 r f 9G (PAY 0,4A) a11(7S _ - 0 .. 4 '... ..' No) . :. 40.05 " . S 0t, _ . - 5'� x .4 i tr ' t .... ._... -.. — - - -- __ • vg - ._......... . ... . . .... / w 4 . t c.. t' ( /00) = /P-0 • QL = 151 ( 1") ( 11 / ) 4 ' 3 5 ( 5 le t P ] l ' /i)1 = / jl3 /ff, / U U., [ (Dw/ 5 (I ")(y ) .► IUU (Ill 11No) r 10.5 "" /.Ft 0,A)0 w .0to po4 (tq.5') /0 = Jg$ IF 415/thC. = I /' S$ p4 (,'5'',/ g 4/U4) '/.5-6 .. ..__.. . . ... _. SUTLER CONSULTING ENGINEERS Job C5 Structural Engineers Shut No. tD- 1300 -114th Ave S.E., Suite 250 Calculated by .7CN Bellevue, Washington 98004 Checked by (206) 450 -4075 Date Tilt -up Well Design -- P -Delta effects per section 2416(1), '91 USC DESCRIPTION: Grid 1 - New 6' -4' opening mss DESIGN CRITERIA e» sssssses sussussessausstsassutsusussssss ) Fy of Steel = 60000 psi. 1 f'c of Concrete = 3000 psi. 314 09 - �' �� ) Percent of live load to combine with wind load = 100 t ✓Q� h ; Percent of live load to combine with seismic load = 100 t ) Parapet height = 16.50 ft. Design height, distance between supports = 14.50 ft. k 1 Width of wall for design = 24.00 in. rijt = 6' /I 1 ( D , /' 161 ) Tributary width for wall dud load = 5.17 ft. , �2 = 3. �S Fixity coefficient = 1.00 Qw Eccentricity, distance from center of wall to load 0.00 in. Well thickness for weight calculations = 6.25 In. id.I 1 Wall thickness for design calculations = 6.25 in. 5, 0 ' (0 .x'5 = 0'05 1 Depth to centroid of steel = 3.13 in. " ( to , U 335) : 6. /17 Gross moment of inertia = 488.28 in. "4 w - Modulus of rupture ( 5 * f'c ".5 ) = 273.86 psi. Modulus of Elasticity ( Concrete ) = 3122.02 kai. k' Cracking Moment = 42.79 in. -k / / W oe ' ii'(G , .1k/G) " . S 3 Delta Cracked = 0.09 in. s 5, " ( U -3`7 Steel ratio ( As / ( b * d )) = 0.0052 Maximum allowed steel ratio (.6 * Rho - balanced ) = 0.0128 Total load on design section = 15478.77 lbs. Actual axial stress (( Pw + Po ) / Net Area ) = 103.19 psi. Allowable axial stress ( .04 * f'c ) = 120,00 psi. tss DESIGN DATA esssasssssstsutse assts ssstestesssessssssaststssstssss Vertical loads ( Service Loads, Unfactored ) Applied dead load = 2.138 Kips Wall dead load = 9.593 Kips Applied live load = 3.748 Kips Applied Moments ( Service Loads, Unfactored ) Top Mid- height Dead load moment = 0.08 Ft. -k ) Dead load soment = 0.00 Ft. -k ) Live load moment = 0.18 Ft. -k ) Live load moment = 0.00 Ft. -k Wind moment = 0.00 Ft. -k ) Wind moment = 2.83 Ft. -k ) Seismic moment = 0.00 Ft. -k ) Seismic moment = 2:89 Ft. -k ) Bar size = 4 ) Bar spacing 12 in. o.c. As = 0.196 in. "2 As 0.393 in. "2 / b --- DESIGN SUMMARY - - -; Axial stress is less than allowable axial stress. O.K. !! Area of steel is less than .6 t Rho balanced. O.K. !! Service load defl. is leas then Ht. /150 for all cases. O.K. !! Nu exceeds Phi s Mn N.G. !! Qu4 5rQks9 < O.% SNUTLER CONSULTING ENGINEERS Job 0 . 51 "f-. 0 Structural Engineers Sheet No. /P 1300 -114th Ave S.E., Suite 250 Calculated by %C/ Bellevue, Washington 98004 Checked by (206) 450 -4075 Date CASE IA a U = 1.4 a D.L. + 1.7 a L.L. (No P- delta) Ps = 15479 lbs. a = 0.538 in. Pu = 9365 lbs. c = 0.633 is. As' = 0.55 ia. "2 Ms = 3.08 k -in Phi = 0.858 Nu = 4.95 k -in Icr = 33.69 in. "4 Phi * Mn = 430.72 k -in Service Defl = N.A. in. Delta n = M.A. in. CASE 18 * U = 1.4 * D.L. + 1.7 a l.l. (w/ P -delta at Mid -ht) Pe = 15479 lbs. a = 0.757 in. Pu = 22795 lbs. c x 0.891 In. As' = 0.77 in. "2 Ms = 1.59 k -Ia Phi = 0.799 Mu = 74,15 k -in . Icr = 41.47 In. "4 Phi a Mn = -101.68 k -in Service Defl = 0.00 In. Delta n = 3.10 in. CASE II a U =.75(1.4 *D.L. + 1.7*L.L. + 1.7sWind)( 100 % live load ) Pe = 15479 lbs. a = 0.664 in. Pu = 17096 lbs, c - 0.782 in. As' = 0.68 in. "2 Ms = 36.68 k -in c Phi = 0.824 Nu = 96.24 k-in D 5 = d' t% ok Icr = 38.39 in. "4 Phi * Mn = 93.57 k-in Service Defl = 0.08 in. Delta n = 2.99 in. CASE III U =. 75( 1 .4 *D.L. +1.7$L.L. +1.87$Seisaic)( 100 1 live load ) Ps = 15479 lbs. a = 0.664 In. Pu = 17096 lbs. c , = 0.782 in. As' = 0.68 in. "2 Ms = 31.22 k -in Phi = 0.824 Mu = 93.171-in Icr = 38.39 in. "4 Phi a Mn = 93.57 k -in Service Defl = 0.06 in. Delta n = 2.99 is. CASE IV U = 0.91D.L. + 1.3 a Wind Load ( No Live Load ) Pa = 11731 lbs. a = 0.558 in. Pu = 10558 lbs. c = 0.656 In. As' = 0.57 in. "2 Ms = 35.31 k -in Phi = 0.853 Mu = 74,15 k -in Icr = 34.46 in. 4 4 Phi a Mn = /82.84 k -in Service Defl = 0.07 in. Delta n = 2.85 in. CASE V U = 0.90D1. + 1.1 * 1.3 a Seismic Lead ( No Live Load ) Ps = 11731 lbs. a = 0.558 in. Pu = 10558 lbs. c = 0.656 in. As' = 0.57 in. "2 Ms = 29.90 k -in Phi = 0.853 Nu = 71,11'k -in Icr = 34.46 in. "4 Phi $ Mn , Y 42.84 k -in Service Defl = 0.06 in. Delta n i 2.85 in. 1 SHUTLER CONSULTING ENGINEERS Job OXeott) Structural Engineers Sheet No. tP- / - ' 0 1300 -114th Ave S.E., Suite 250 Calculated by :7 Bellevue, Washington 98004 Checked by (206) 450 -4075 Date Tilt -up Wall Design -- P -Delta effects per section 2416(1), '91 UBC DESCRIPTION: Grid 1 - New 3' -4' opening s :s DESIGN CRITERIA suu sususssussesssssuss usssusussssss ) Fy of Steel = 60000 psi. f'c of Concrete = 3000 psi. f3 ) Percent of live load to combine with wind load 100 t ��� �+ d•lc; ) Percent of live load to corbise with seismic load = 100 i ) Parapet height = 16.50 ft. Design height, distance between supports = 14.50 ft. Width of wall for design = 12.00 in. 7 : J tt1 (D • MI 4? t I og Tributary width for wall dead load = 2.67 ft. d , ?a �� //400 Fixity coefficient = 1.00 'raw Eccentricity, distance from center of wall to load = 0.00 in. ) Wall thickness for weight calculations = '6.25 in. t:r Wall thickness for design calculations = 6.25 in. b,U� (0. i 0$) 0• Depth to centroid of steel = 3.13 In. Ma = , 410 Gross moment of inertia = 244.14 In. "4 �w : ( '° Modulus of rupture ( 5 * f'c ".5 ) = 273.86 psi. Modulus of Elasticity ( Concrete ) = 3122.02 ksi. n =Es /Ec = 9.29 Cracking Moment = 21.40 in. -k �,�� ji (0' 5 t/t) /�� Delta Cracked , Steel ratio ( As / ( b $ d )) = 0.0052 n. �G�� C , (n 'VOA Maximum allowed steel ratio (.6 $ Rho - balanced ) = 0.0128 Total load on design section = 7994.10 lbs. Actual axial stress (( Pw t Po ) / Net Area ) = 106.59 psi. Allowable axial stress ( .04 * f'c ) = 120.00 psi. s :s DESIGN DATA sss ss sss sss ssssse ssssssuu Vertical loads ( Service Loads, Untutored ) Applied dead load = 1.104 Kips Wall dead load = 4.954 Kips Applied live load = 1.936 Kips Applied Moments ( Service Loads, Unfactored ) Top Mid- height Dead load moment = 0.04 Ft. -k ) Dead load moment = 0.00 Ft. -k live load moment = 0.09 Ft. -k ) Live load mount = 0.00 Ft. -k Wind moment = 0.00 Ft. -k ) Wind moment = 1,46 Ft. -k Seismic moment = 0.00 Ft. -k ) Seismic moment = 1.23 Ft. -k Bar size = 4 ) Bar spacing 12 in. o.c. As = 0.196 in. "2 As 0.196 in. "2 / b - -- DESIGN SUMMARY Axial stress is less than allowable axial stress. O.K. !! Arse of steel is less than .6 * Rho balanced. O.K. !! Service load defl. is less than Ht. /150 for all cases. O.K. !! Nu exceeds Phi $ Mn N.G. !! avel>rtst,01 Olio • SHUTLER CONSULTING ENGINEERS Job O ugdut Structural Engineers Sheet No. / ».a 1300-114th Ave S.E., Suite 250 Calculated by .ACM - Bellevue, Washington 98004 Checked by (206) 450 -4075 Date CASE IA * U = 1,4 * D.L. + 1.7 $ l.l. (No P-delts) Ps = 7994 lbs. a = 0.543 in. Pu = 4837 lbs. c it 0.639 in. As' = 0.28 in. "2 Ms = 1.58 k -in Phi = 0.857 Mu = 2. 4 k -in Icr = 16.94 in. "4 Phi * Mn = 40.64 k -in Service Defl = N.A. in. Delta n = N.A. in. CASE 18 * U = 1.4 * D.L. + 1.7 * L.L. (w/ P -delta at Mid -ht) Ps = 7994 lbs. a = 0.770 in. Pu = 11773 lbs. c = 0.906 In. As' = 0.39 in. "2 Ns = 0.82 k -in Phi = 0.795 Nu = 37. 41c-in Icr = 20.93 in. "4 Phi $ Mn = $1 33 k-in Service Defl = 0.00 in. Delta n = 3.11 In. CASE II * U =.75(1.4$D.L. + 1.7 *L.L. + 1.7 :Wind)( 100 t live load ) Ps = 7994 lbs. a = 0.674 in. Pu = 8829 lbs. c = 0.792 In. As' = 0.34 in. "2 Ms = 18.94 k -in ,/� Phi = 0.822 Mu = 49.78 k -in 00: 5'" //% Icr = 19.35 in. "4 Phi * Mn = 47.21 k -in Service Defl = 0.08 In. Delta n = 3.00 In. CASE III U =.75(1.4$D.1. +1.7$1.1. +1.870eisuic)( 100 % live load ) Pe = 7994 lbs. a - 0.674 in. Pu = 8829 lbs. c = 0.792 In. As' = 0.34 In. "2 Ms = 16.08 k -in c Phi = 0.822 Nu 48.14 k -in 00 s /, 9 9 I0 Icr = 19.35 in. "4 Phi * Mn = 47.21 k-in Service Defl = 0.07 In. Delta a = 3.00 in. CASE IV U = 0.9$D.L. + 1.3 s Wind Load ( No Live Load ) Pe = 6058 lbs. a = 0.563 in. Pu = 5452 lbs. c = 0.663 in. As' = 0.29 in. "2 Ms = 18.23 k -in Phi = 0.852 Nu = 38.57 k -in Icr = 17.34 In. "4 Phi * Mn = 41.73 k -in Service Defl = 0.08 in. Delta n = 2.85 in. CASE V U = 0.9 *D.L. + 1.1 $ 1.3 $ Seisaic Load ( No Live Load ) Ps = 6058 lbs. a = 0.563 in. Pu = 5452 lbs. c = 0.663 in. As' = 0.29 in. "2 Ms = 15.40 k-In Phi = 0.852 Mu = 36.90 k-in Icr = 17.34 in. "4 Phi * Nn = 41.73 k-in Service Defl = 0.06 in. Delta n = 2.85 in. . M SHUTLER JOB ehx40") %IIIe CONSULTING / ✓ 1f k /a ��� ENGINEERS, INC SHEET NO OF . i300 -114th Ave SE, Suite 250 CALCULATED BY �Cg . DATE .40 �`�- *// Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE i 30 A, i 4. )17 3 //te - _..� ____ a) ^ . - ($,5/4 + 1 P°i) 5 ... i 1110 ,. -- - -- - e =, /, / ., , AA: ,o, 00 . ,,, 0 C/el►2 I1 0 1. , JS =o -Pi o a` 4' Gv s 0,5 4 5 )(d1 0;5t ' . f) 1- gym. . .. _ e -_. 4,/,,, 7 t Ir. _ it.m l'l /1,?.. : e1.11- ]' i i . 1 - . ---- - '4 i w 3 , y b:v S -O ...... 3 "'1 y �,� Li - ,,z 3 5 " L /i.59 W - (1'5.$4 t /1,)6 - /110 ;u 9 : ice. ( e , Ghc U' /a7 ./i - 1 4 = ,,,, Os ti(.:- /5' a(e ®_ SHUTLER JOB 0 x �� CONSULTING W' /- /3 NW �� ENGINEERS, INC SHEET NO. OF CALCULATED SY ..„..:/-chi, DATE /D - .P''. - f' 5- 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY GATE r (206) 450 -4075 FAX 450.4076 SCALE e l o 1 / /CD/o ) t. � ` � /6,06 ' /.:(a/.i4) - :ice '41 • ie .._.. CNet -64 /-lai ilk ....._..., .. _ . .. ... .___ . ew 6'aa A o. 51 Id- I d iii- e .b1) itA (A] M /� /� k' / �� O'OS / , 'a /4 "( / • • • • (E)44y e CoA✓l ic, / 1 4 7 _. . : .. _.. • ,P " /6 ' ''' i (/5 % . )5) 4. d 0 Y ,--.5 10 5 , ,)„,,l, it . . - ...... ..... wiripr- ‘1111A11111 IM SHUTLER SOB U JO Go Ma. CONSULTING -1. /V . NW ®� ENGINEERS, INC SHEET NO OF GG • 1300-1141h Ave SE, Suite 250 CALCULATED BY �f*# DATE /0' cP" 7J Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450.4076 SCALE --- iet i! 8I o i o'�v P�� ...... o �3i ��, _ . -_ _ • . r t 4 i'ia.i r 1. ( 4 . ti -4),i . — r J - -. Kai .5'- !do -1' 7 - i 1.54 . ppluLYI (114 w . . _. • SIUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no. /L- / -ice 1300 -114th Ave S.E., Smite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450-4075 Date 10/25/95 *1 *1* TILT UP WAIL DESIGN tags ( Considering P -Delta effects per Section 2614(1) of the 1991 UBC ) Description Check of (Ekes between 6' -0' & 3' -4' 0peninas Cyrir✓J 11 e: :u ALLOWABLE STRESSES AND DESIGN CRITERIA sass Basic wind speed ---) 80 MPH Wind exposure category (8, C or D ) ---) C Open structure ( Yes or no ) ---) No Wind isportance factor = 1.00 Wind load (p = Ce $ Cq s Os s I ) 0 - 15 ft. = 20.86 psf. p = 1.13 * 1.20 16.40 $ 1.00 ) 15 - 20 ft. = 22.24 psf. p =1.19x1.2016.40 =1.00) 20-25 ft. = 23.42 psf. p. (,,1) : .413 p : 1.23 * 1.20 16.40 $ 1.00 ) 25 - 30 ft. = 24.21 psf. p = 1.31 $ 1.20 16.40 * 1.00 ) 30 - 40 ft. = 25.78 psf. �� : °s (..$11 : 1•0P.1 Seisaic Pose (1, 2A, 2B, 3, or 4) ---) 3 Seismic importance factor = 1.00 Seieaic load (V =2*ItCp$W) = 17.58 psf. d, [o' / / - 4 41v" f'c of concrete = 3000.00 psi d Fy of steel = 60000.00 psi ar.. " Percent of live load cosbined with seismic = 0.00 t Parapet height, height of wall above roof. _ .0:00"feet Design height, distance between floor and roof. _ .xF 00 feet 33 ': g ' Fixity coefficient 0,86 d a .Ibutary width for design loads - 0467 feet Uniform dead load on design section = 375:00 t / ft. Unifors live load on design section = 625:00 9 / ft. Concentrated dead load on design section = 0.00 lbs. Concentrated live load on design section = 0.00 lbs. Total dead load on design section = 3251.25 lbs. Total live load on design section = 5418.75 lbs. Additional wt. applied to wall. (ie. Stucco. ) = 0.00 psf. Eccentricity, dist fro' center of wall to load = 100 inches Wall thickness for weight calculations = .6.25 inches Wall thickness for design calculations = ,6:25 inches Depth to centroid of steel = 4..43 inches Allowable axial stress ( .04 $ f'c ) = 120.00 psi. Weight of wall = 7.4:13 psf. Weight of wall on design section = 8924.00 lbs. Total design load on design section = 17594.00 lbs. Actual axial stress (( Pw + Po ) / Net area ) : 58.65 psi. Steel ratio ( As / ( b * d )) = 0..4117 Maximus allowed steel ratio ( .6 * Rho - balanced ) = 04128 Modulus of rupture = 273.86 psi. Modulus of elasticity ( Concrete ) = 3122.02 kal. n = Es / Ec = 9.29 Cracking Moment - 85.58 in. -k Ig = 976.56 in. "4 A DESIGN SUMMARY tY „ itisate load capacity has been set for all load cases, ( Nu ( Phi $ Mn ). Service load deflection exceeds allowable. (Deflection ) design ht. /150) - 06 .e 3% Area of steel ( 2.48 in "2 /ft) is leas than .6 * Rho - balance ( 2.73 in Axial stress ( 58.65 psi. ) is less than .04 * f'c ( 120.00 psi.). SHUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no. . 1300-114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 10/25/95 8 NuNber 5 Bars Results shown are for 48.00 inch wide section. CASE I -A ( U = 1.4D + 1.7L ) 1 Roof ( M = Pse -- No P $ Deflection.) Pu = 13763.63 lbs. a = 1.33 in. As' = 2.71 in. "2 c = 1.56 in Phi = 0.869 Ns = 8.67 in -k Icr = 267.97 in. "4 Nu = 13.76 in-k Allow. Defl. = 2.11 In. Phi E Mn = 532.26 in -k Service Defl. = N.A. in. Ult. Defl. = N.A. In. CASE 1 -B ( U = 1.4D + 1.7L ) 1 Hid -Ht. (M = .5*Pse s P s Deflection.) Pu = 26257.23 lbs. a . = 1.43 in. As' = 2.92 In. "2 c = 1.68 in. Phi = 0.842 Ms = 4.61 in -k Icr = 280.79 in. "4 Mu = 209.75 in -k Allow. Defl. = 2.11 in. Phi * Nn = 547.34 in -k Service Defl. = 0.02 in. Delta n = 7.73 in. CASE II ( U = .75 ( 1.4D t 1.71 t 1.87E ) ) with 0 t Live Load. ' Pu = 12784.02 lbs. a = 1.32 in. As' = 2.69 !n. "2 c = 1.55 in. Phi = 0.872 Ms = 177.96 in -k Icr - 266.98 in. "4 Nu = 321.62 In -k Allow. Defl. = 2.11 in. Phi * Nn = 530.94 in -k Service Defl. = 1.45 in. Delta n = 7,61 in. CASE III ( U = .75 ( 1,4D t 1.71 + 1.7W ) ) with 50 t Live Load. Pu = 16238.47 lbs. a - 1.35 in. As' - 2.75 in. "2 c = 1.59 in. Phi - 0.864 Ns = 236.60 in -k Icr = 270.48 in. "4 Mu = 384.55 in -k Allow, Deft. = (2.1111b Phi a Mn = 535.50 is -k Service Defl. = iR`_ ____ __ .Dolts n is 7.64 In. D S , /,r % 6 CASE IV ( U = .9D + 1.43Eq ) No Live Load. Pu it 10957.73 lbs. a = 1.31 In. As' = 2.66 in. "2 c = 1.54 in. Phi = 0.876 Ns = 178.08 in -k Icr = 265.14 in. "4 Mu = 311.64 in -k Allow. Defl. = 2.11 !n. Phi * Nn = 528.43 in -k Service Defl, = 1.46 in. Delta n = 7.59 in. CASE V ( U = .9D t 1.3W ) No Live Load. Pu = 10957.73 lbs. a = 1.31 I. As' = 2.66 in. "2 c = 1.54 in. Phi = 0.876 Ms = 228.65 in -k Icr = 265.14 in. "4 Nu = 346.67 in -k , Allow, Defl, = 2.11 in. Phi $ Mn = 528.43 to -k Service Defl. = 2.09 in. Delta n = 7.59 in. • . ®/M SHUTLER JOB Gh'eou -, 111111® CONSULTING !/J -/- ll lilW ENGINEERS, INC SHEET NO. OF G • 1300 -114th Ave SE, Suite 250 CALCULATED BY �C� DATE �U 'V . ' - f Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 • FAX 450.4076 SCALE 4p ' _... r X r X it _...._.._: - �... s__ - --------- _� __. _._ _. �,__....... _.__ .... _ . y _ ._ .. ... _ . _. -- ..._ _ , _.. __ I ✓�' 1 4 =0 .__ � ..._ . . �..._... - - ........ .... .__ .. . al ' ($ %t,+ 1 47) = / / , 9 I' /' w µ -- /q/1 4. � 17 1. 15• ks� -_ ,Jew = k/ o/)( (. - ♦ I , �- .)- l�r(,n>< p/ . . . . L ( 4 b5') (,j1,�'4) 1.4, I w . . e : ,1:91614/# ._ 1111111l SHUTLER rob OX6Ott) Mall : CONSULTING -)'/ • • IIIIIVIIIIIIIIIM ENGINEERS, INC SHEET NO OF , 1300 -114th Ave SE, Suite 250 CALCULATED BY \l� DATE /G -a.5 9s Bellevue, WA 96004 CHECKED BY DATE (206)450.4075 FAX 450 -4076 SCALE 1 44k.4. 3 -,l o /,06 W/ ,f ej• (() 3 1 -4/ _ ( r - - ----- 0) 1 __. (..1.g i7 ,) /:+ lb a) ( 4). y ak . i,1,;, ' 5 ' i Q - 1, .'45 Se I I �/y 1 V JA 1 • • 6 - ,., 3., = /ceo . , ...... - NODAL DATA 1 global Default Teeperature = 0.00 Yieu.ty„ #A NODE Coordinates Boundary Restraints Node 9 VDT gx d LABEL X Y X -dof Y-dof 1-dof Temp (ft) -(0,1,2,11,K-ie,radians) -- --- (F) - -- ,,l, IJ7 . . 1 0 0 1 1 2 12 0 3 27 0 4 12 1 5 27 1 3 6 31 1 1 44' :I, ( BEAM DATA I Bess Property End Releases Beam 0 Definition Label I-end J -end BEAM Length di I -node 3 -node -or- Tag x y z I x y x LABEL (ft) 1 1 - 2 ;col a 12.000 2 - 3 ;col b 15.000 4 - 5 Ipn1 c 15.000 • 0 =e " 5 - 6 Ipnl d '4.000 2 - 4 (conn 1 1 e 1.000 ar■a 3 - 5 ;conn 1 1 f 1.000 BEAM PROPERTIES AISC /Other; Area Inertia Elastic Height Coef. of Fy Y-Y Property SECTION ' I I -xx Modulus Density Therm Ex; Axis Tag PROP. LABELI (i1 (in (Ksi) (K /ft 4 3) ( /100F)I Flag Default 0 0.00065 36 col col 5.77 58.2 29000 pnl pnl 412 1343 3122 conn conn 5.77 58.2 29000 BEAM DISTRIBUTED LOAD DATA BEAM I Shag EMag SLoc ELoc IDirI Load Case Factors LABEL (K /Ft, Deg F) (ft) (ft) ; 11 2 3 4 5 a 0.121 Y 1 = c 0.121 Y 1 d 0.121 Y 1 l � � y� a >-/' , c o j __ :. .. .. i " ":: '..t.�__ : c..,1d A e% o � • • BEAM END FORCES BEAM (Load ; I Node End 3 Node End LABEL ICoab.I Axial Sheer Noaent Axial Shear • Noaent , O �,�,) L c ► 4 2 . 1' 1 ' 2 (K) (K)--- ft) - -- - --(K) (K)---- (K -ft) - M a 1 0.000 1.875 -0.000 0.000 -0.423 13.794 6Q,,J b 1 0.000 -0.920 -13.794 0.000 0.920 -0.000 C 1 0.000 1.343 -0.000 0.000 0.472 6.534 d 1 0.000 -1.391 -6.534 0.000 1.875 0.000 e 1 1.343 0.000 0.000 -1.343 0.000 0.000 f 1 -0.920' 0.000 0.000 0.920 0.000 0.000 A tpi AA p ya 0.4 1, r ��' • ( ~ 9 1 I t 31 4, . 3H3 0044? k k T 1,1g9 1��53�( (s3q 11 15k. 15k ti G 3 504•4 Q • ram. 4 bowl 41 SHUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no, 1300-114th Ave S.E., Suite 250 Calculated by Bellevue, Washington 98004 Checked by (206) 450 -4075 Date 10/27/95 ***** TILT UP WALL DESIGN ttttt ( Considering P-Delta effects per Section 1914.8 of the 1994 UEC ) Description Oxbow C g,,j - Aka' 4../ 0,0r7 /A1 4I4'. lOAk- ttttt ALLOWABLE STRESSES AND DESIGN CRITERIA ttttt User defined wind load - 5.00 psf Seismic zone (1, 2A, 28, 3, or 4) - - -) 3 Seismic importance factor = 1,00 Seismic load (V = Z t I t Cp * W ) = 15,47 psf. f'c of concrete = 3000.00 psi Fy of steel = 60000.00.psi Percent of live load combined with seismic = 0,00 % Parapet height, height of wall above roof. - 0.00 feet Design height, distance between floor and roof. - 14.50 feet Fixity coefficient - 1.00 Tributary width for design loads - 7.17 feet Uniform dead load on design section - 963.00 P / ft. • Uniform live load on design section = 2500,00 t / ft. Concentrated dead load on design section - 0.00 lbs. Concentrated live load on design section - 0.00 lbs, Total dead load on design section = 6904.71 lbe, Total live load on design section = 17925,00 lbs. Additional wt. applied to wall. ( ie. Stucco. ) 0.00 psf. centricity, dist from center of wall to load - 1,00 inches Wall thickness for weight calculations - 5.50 inches Wall thickness for design calculations - 5,50 inches Depth to centroid of steel - 2,75 inches Allowable axial stress ( .04 * f'c ) - 120.00 psi. Weight of wall - 68.75 W. Weight of wall on design section = 3573,60 lbs, Total design load on design section = 28403,51 lbc, Actual axial stress (( Pw 4 Po ) / Net area ) - 92.22 psi, Steel ratio ( A$ / ( b t d )) - 0.0052 Maximum, allowed steel ratio ( .6 t Rho - balanced ) - 0,0128 Modulus of rupture - 273.86 psi, Modulus of elasticity ( Concrete ) : 3122.02 ksi, n = Es / Ec - 9.29 Cracking Moment - 77,32 Ig = 776.42 in, "4 is DESIGN SUMMARY tt Ultimate load capacity has been met for all load cases, ( Mu ( Phi $ Mn ). Service load deflection is less than ( design ht. / 150 ) for all cases. Area of steel ( 0,60 in "2 /ft) is less than .6 t Rho- balance ( 1.9E in "2 /ft). Axial stress ( 92,22 psi, ) is less than .04 * f'c ( 120.00 psi.). • i • SHUTLER CONSULTING ENGINEERS Job Oxbow Structural Engineers Sheet no, hu- 1 -da 1300-114th Ave S.E., Suite 250 Calculated by • Bellevue, Washington 98004 Checked by (206) 450-4075 Date 10/27/95. 4 Number 4 Bars Results shown are for 56,00 inch wide section, CASE I-A ( U = 1.4D + 1.7L ) @ Roof (H = P *e -- No P * Deflection.) Pu = 40139.09 lbs, a - 0.62 In. As' - 1,47 in. "2 c - 0.73 in. Phi - 0.813 Ms • = 24.83 in-k Icr - 63.04 in. "4 Mu - 40.14 in -k Allow. Defl. = 1.16 in. Phi t Mn = 174.97 in-k Service Defl. - N.A. in. Ult. Defl, = N.A. in. CASE I-B ( U = 1.4D 4 1.76 ) Mid -Ht. (M = ,5 *Piet P $ Deflection.) Pu = 45142.41 lbs. a - 0.65 in. As' - 1.55 in, "2 c - 0.77 in. Phi - 0.802 Ms = 12.89 in-k Icr : 65.12 in, "4 Mu - 17E.17 in-k Allow. Defl, = 1.16 in, Phi $ Mr, : 181.13 in-k Service Defl. = 0.02 in. Delta n - 3.50 in, CASE II ( U = .75 ( 1,40 + 1.7L 4 1.87E ) ) with 0 t Live Load. Pu 11002,43 lbs. a ' - 0.41 in. As' 0.96 in, "2 c - 0,49 ir;, Phi - 0.876 Ms - 35,96 in-k Icr : 48,96 in, "4 Mu : 86.75 in-I Allow, Defl, = 1.16 in. Phi $ Mn = 131.49 in -k Service Defl, 0.05 in, Delta n = 3.10 in. CASE III ( U = .75 ( 1,4D t 1,76 + 1,7W ) ) with 50 % Live Load. Pu = 22429.62 lbs. a - 0,49 in. As' - 1.17 in, "2 c - 0.58 in. Phi - 0.851 ' Ms - 19.74 in-k Icr - 54.98 in. "4 M4 = 96,42 in-k Alloy„ Defl. - 1.16 in. ' Phi $ Mr: - 150.12 in-k Service Defl, = 0,03 in, Delta n - 3.24 in. CASE IV ( U = .90 i 1,43Eq ) No Live Pu = 9430.66 lbs. a = 0.40 in. As' - 0.96 in, "2 c - 0.47 in. Phi - 0.880 Ms - 38.96 in-k �. Icr - 46,07 in, "4 Mu L 82.14 in-k Allow. Defl. = 1.16 in, Phi $ Mn = 126.76 in -k Service Defl. = 0.05•in. Delta n - 3,06 in. CASE V ( U = .9D + 1.3W ) No live Load. Pu - 9430.66 lbs. a . = 0.40 in. As' 0,96 in, "2 c - 0.47 in. Phi - 0.880 • Ms - 14.96 in-k ' Icr - 48.07 in. "4 Mu - 46,82 in-k Allow. Defl. = 1.16 in, Phi $ Mn - 126,76 in-k • Service Defl. = 0.02 ire. De'lt o, 3.0F in. glIM® SHUTLER 0Xo JOB ai 111111111 ' CONSULTING W -t,e ��� ENGINEERS, INC SHEET NO OF 1300 -114ih Ave SE, Suite 250 CALCULATED BY \/e/ DATE � I ��� � � Bellevue, WA 96004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE / i .... - , y y : 4 v ,A-ea,( ears l.._ .. _ : _4 . { i �. r; U � A�n $wc - �L - ., ._.. b )5,. ..... ___._ --w-- __ �6 __.. _........ , ...... __... _...._.. - V Oa' .' ... ao �SfP - J�a+�ii r, . . f i4) ,S W - (m'÷ / /4ceio /u- , /,, $ ._._.. • • A.. ! . ✓O ,r /-9 ,c /i!p 1 • ton 3 A ' II 6 ,0 . 4-0 • • • AIMMINIIIMI SHUTLER JOB 0X4044 . ®III . CONSULTING W-.16-c9 �� - ENGINEERS, INC SHEET NO OF 1300 -114th Ave SE, Suite 250 CALCULATED BY. 1 /C� DATE /U .. 0:, ) ,` f5 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE I p i1� t7• - i to (1' k 4 b 6 )614 ) 06> � . �9 - - �., _. _. M .. S2' ti u 5k i,' �.�,r /J x 0 %40 _._. .rill . . .._.._.- ....... :... ' y,P -- • • MINI — SHUTLER JOB O vooto ■®. CONSULTING ( J V -de- 3 ��� ENGINEERS, INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY ,5c# /0-,4.1- i0 •J.- y 3 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE . . - • , .?' i 4' e .0 ._ ; ( •r,)•�'+ i') (J4'ie) { _ . c` - ...,1,5 .... ' _ .... —- . {� i� '��' its -3� .p.? , . ... Q ° t).83 -, //1J" ,:7 (e CitaL o ei BOA /Ai /q0L �� o i t a 4)/e0) r. /,,p V V : ' ?/5 , . .. . .... ,tit = �ti 3 , �, _____ - 4 ,. i p.1) id- id - 0 .?, gt4 I, ' $ - ++ _._ •. 411111® INN SHUTLER JOB OX'J G(A) CONSULTING . Je owmilo ENGINEERS, INC SHEET NO 1 OF 1300 -114th Ave SE, Suite 250 CALCULATED BY �/" DATE /0 �✓ Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE • 6 8 • l,41) eat _.. /. -(p V j TO qt tic 00 ► PI r ,L7 t. b ' ,ilea 50. ;44' , Utki • • • • . A M A I N IIIM SHUTLER JOB O Xvo i a Mk. - CONSULTING !<�• dg- 0 L� . ENGINEERS, INC SHEET NO. OF Q 1300 -114th Ave SE, Suite 250 CALCULATED BY �C DATE /6'' d6- ✓ ' Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450-4076 SCALE i j ._. h w' " Goa) $Ay .; eo,t F9/tt:ki • a (0 %1 v -2)(40 - 6)' • • . _ L Pee -15 �x *-w J //4p o4� // . 3 _ • _ g o ..... /��S r g = /1,.50 k - Fp - /,9,5,5 kyc t - // 8 5 '� _. . . d 6 ) . 'a = ? .//53 . .,.:.. . . . - MN 01. SHUTLER JOB UX 0060 • Milk. CONSULTING (�- .)�✓ -4P �� ENGINEERS, INC SHEET NO. OF �/ • 1300 -114th Ave SE, Suite 250 CALCULATED OY DATE �U - 7 4.5 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE , 1 .� t 't /0 ''. 1. - --r L = 3 [e9 , /(/ d U • T �_..____ ... ... '„ / % 64 . _ ; .... v_. dLV ........- • h , S� ks�.. ( '4 (, - 3 a , �, ti ? 5 � $ ,e e/ e,e) , 4 t . �, • g g.,, . %$ ..._ . _ . ziz - 1000111= SHUTLER JOB Oxeoto _111 CONSULTING w•.90- I - ® ENGINEERS, INC SHEET NO.. OF G • 1300-114th Ave SE, Suite 250. 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I c a NI(yVIIA H Pi _ _ _ _ IN OINISION v a `• c 1 -. j � <1°<<< ' II 11" _ "; ' 12 I sung B � t�ei ` - � - � < "° X 11 ° ° °1 ° ° °R I 1 << cI - I il .111 1 —I • I + BLDG 750 DRAWN LIST - ° >f� � '� i � E` % E ADl -I SITE PLAN -- DEMOLITION y f1,; ADI -2 DEMOLITION PLAN -- BLDG 250 / ' 117 y '�< ; ADI -3 DEMOLITION PLAN -- BLDC� 252 ,, • PROJECT NORTH 0 , z Of ADI -4 DEMOLITION PLAN -- MEZZANINE � i — 0 `` D I „ .- _ - METH D - o o r 5 -I FOUNDATION SECTIONS 1 - a. W S 2 PARTIAL FOUNDATION PLAN AREA A - o 5-3 PARTIAL FOUNDATION PLAN _- AREA 'B' ., � y z p S 4 PARTIAL FOUNDATION PLAN AREA 'G' – — ��� —__ -- —._ i I.00ie,° = S -6 PARTIAL FOUNDATION PLAN -- AREA 'E' \ G S -5 • PARTIAL FOUNDATION PLAN -- AREA 'D' nNk " �� G ,� ` .. - n. _ L o o S 8 PARTIAL MEZZANINE NPLANN SECTIONS F � ,;° = __— Y a z tis a i B S -9 ROOF SEISMIC TIE DIAGRAM N oTN- i I I B �a3 0 x 5 -10 ROOF SECTIONS °� c _ 5 -ii ROOF SECTIONS a� �' ����� W w SPE CIAL INSPECTION BY AN APPROV � TINO h ' t a \` �_____ _ LAB R AND ADNIII�1[STERED AS DESCRIDEU .. - 1 N �' M _ IN U.B.C. SECTION SITE DEMOLITION PLAN 1 °- - 7 . � t - 5 SCAIE - �i — - 7060 * ' A 54.... � �� 5 1 ° = 100 0 ° o zs so 75 loo Izs 200 r� = a� / ova. y35 oe No '3 1 PEWIT CENTE V "® Y a A SHEET ADI =I ,, A, - 10/30/95 2 3 4 5 6 7 8 9 10 1 1 12 13 14 15 16 17 I 18 OF ') nx — ■ Af L 0 I , I � y '' 1• 2 3 l 4 5 6 7 8 9 10 11 12 13 14 I 15 16 17 I 18 - t it P I3 f', 9H 9 K 98 T N \/ If N DEMOLITION NOTES1 N k ,re- , 1 F --- .- _ - -� -� 1 ^ __. -- 7 _.. . I GENERAL, ALL DEMOLITION IS SUBJECT TO THE FOLLOWING. Z ' . r f r f A ALL DEMOLITIG)V IL gR: IS A7 T DIRECTION GF THE BUILDING GLLNER p B REUSABLE MATERIALS AND DEVICES WHICH CdN BE MADE 'LIKE NEW' ARE TO BE CAREFULLY N f REMOVED AND PLACED IN SECURE STORAGE As DIRECTED BY THE OWNER'S REPRESENTATIVE. w - � C REMOVE AND DISPOSE OF ALL DEBRIS OFF -SITE IN A LALLFIL MANNER p __- _.— 4 M 1 I 1 I D. LEAVE ALL AREAS BROOM CLEAN' UPON CO9PLET'ON O= WORK M „ Q .. r _I r -1 7 T- r ® 1 - , I v -�-.- . , A _.. , — _ r _ I _ KEY NOTES: ( .. 1 . c - I 0 � � t O � 1 T __ O re e •• ;Y 7 " q —. _ - - _ - L REMOVE ALL EXISTING FINISHES INCLUDING FLOORING AND CEILINGS IN THE AREAS SNGUN w Oj y i �. _ y� O a •. DISCONNECT UTILITIES AS R ICES D AND CAP FER CODE REMOVE ALL LIGHTING FIXTURES �� -� w �,� T :O � , I � AND HVAC DISTRIBUTION DEVICES AND SYSTEMS. BUILDING LIFE SAFETY AND ALARM SYSTEM # r -- 4 u �i � j O (� DEVICES ARE TO REMAIN FUNCTIONAL PENDING NEW CONSTRUCTION A r � O _ _ . - - -._ � - ^" ' 1.._91,-._ }- ---J'u , �'la 1. REMOVE EXISTING NON- BEARING PARTITIONS DOORS, RELITES, FRAMES, FIXTURES, ETC AS SHOWN. L 1 DISCONNECT UTILITIES AS REQUIRED ED AND CAP PER CODE W o — - -- -- __. -- -- —1 — ' -- -- y ^ e 6 n_ ! — O - - i 3. GUT OF/ENING IN EXISTING FRAME AND GUS PARTITION FOR NEW DOOR AND /OR RELIFE AS SHOWN L w b I ` - O ,\ l ` -r 4. OUT OPENING IN EXISTING CONCRETE WALL FOR NEW DOOR AND /OR WINDOW AS SHOWN. SEE A 4 w 1�'M STp/CNWJL DRAWINGS FOR OPENING SIZE AND SNORING AND /OR REINFONE/NG RF_OWRED. Z Y - ` 5 � O O 5 CA COD CASEIIAOp: AND DISPOSE OF AS DIRECTED. DISCONNECT UTILITIES AS REQUIRED 4 U T r- -1 x 6 REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN. PREPARE OPENING FOR NEW INFILL. �, __._.. — — ' 17 3 7 REMOVE EXISTING EQUIPMENT FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL. I t � K 6 I I i— — - -- � K . ! �� Y� S I REF/O ICES SH C AP VE EXlS71 R CODE PEVE EXI A LL RETIAIN STINi EXIT TUNNEL, WALLS, D CE ILING GRID AND LID. DISCONN FIXTU RE ECT UTIDIFRJLITIES A5 REOTHEQUIRED R : , 4 , © , , - J, O Q AND E"iii "��� • } L _ 4 . O f ' ` b O ° 5� . A 9. O REMOVE EXISTING STEEL STA I R AS SNOW) SALVAGE ALL TIL E S FOR RE -USE a W Xr yy� �� s7`' 0(l ri. . REMONs FLOORINGS EXISTI SERS a y � � N — , - -. _ - — 1 7 - 1 1 - __.. r -� a DEV p rt ,..",,,,;_..: j I f I -- O O K) ] O H ti J -- 1- �- - - -- - r i -- F -- -T- - i -1 o i�;� ° I } - 4, - ,.., . - - - r 7 7 - 1 1 1 - O O .4.Li I I I I El I I 2r 3 0 0 0 G -- CT - --1- ---I----1----1-- a 1 O _- y G �� H I VVµ {'{ -,4,.„,-,J;:-., 1 NAN i I I 1 F I I I I i 1; I I F I I i I o I; I I I F O i 1 E E I I I I I I I I I ,, I 1 € 1 I - -- -- O - --F1- F F -r I F D _ O - �W ..� „�, ems � ! t___ O „ O ,, 1' O ` ,k, - 1 -- --i,, j o O I I W J G : 1 LI = C i I CC 'F. .F.,.. i t5 2 0. .< z N T� IJGRTH o .- B A B 1 c D G N\ / K / n, t, bois....0-75 PROJECT TRUE ® m W NORTH ti✓1 G m • °H ° 370601 J A BUILDING 250 • SHELL DEMOLITION NOV a 2 / / A / � SCALE ER SHEET MDi o. p 1/32 Q. 02 12 2a 36 68 60 a° 10/31/951 1 2 I 3 4 I 5 I 6 1 7 I 8 9 :10 I 1 12 13 14 15 16 17 1 18 4 OF K � 1 2 - 3 4 5 6 7 8 9 10 11 1 12 13 14 ` 15 16 17 18 P P 1 Ve I z N �/ 14 7 Y U W vt DEMOLITION NOTES: N ' GENERAL: ALL DEMOLITION IS SUBJECT TO THE FOLLOWING: to _ - -- - - - -- - -- - - - - -- ...a _, A ALL DEMOLITION WORK IS AT THE DIRECTION OF THE BUILDING OLIVER z in B REUSABLE MATERIALS AND DEVICES WHICH CAN BE MADE 'LIKE NEW ARE TO BE CAREFULLY 1 REMOVED AND PLACED IN SECURE STORAGE AS DIRECTED BY THE OLIVER'S REPRESENTATNE. w I wa wa wa ...e. w r C. REMOVE AND DISPOSE OF ALL DEBRIS OFF -SITE IN A LAWFUL MANNER rc M D. LEAVE ALL AREAS 'BROOM CLEAN' UPON COMPLETION OF WORE M a Yy — I __ Q KEY NOTES: ® - I REMOVE ALL EXISTING FINISHES INCLUDING FLOORING AND CEILINGS IN THE AREAS SH'011N. - -' DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE REMOVE ALL I_OHTING FIXTURES P INV' AND NVAC DISTRIBUTION DEVICES AND SYSTEMS BUILDING LIFE SAFETY AND ALARM SYSTEM S I X DEVICES ARE TO REMAIN FUNCTIONAL PENDING NEW CONSTRUCTION. � ' ', J Z REMOVE EXISTING NON - BEARING PARTITIONS DOORS RELITES FRAMES, FIXTURES ETC AS SHOWN. } XA - -- _ - - + _- - - m —m - DISCONNECT UTILITIES AS REQUIRED AND CAP PER CODE L L O O+ O+ ,. i +L J+ o I L. 3 CUT OPENING IN EXISTING FRAME AND GLLB PARTITION FOR NEW DOOR AND/OR RECITE AS SHOLLN y g _ O V �_ f .,� _ _ 4 CUT OPENING IN EXIS CONCRETE WALL FOR NEW DOOR AND /OR WINDOW AS 51-1011h. SEE 3 W Y .; I' , r1-6-1,L1 O STRUCTURAL DRAWINGS FOR OPENING SIZE AND SNORING AND /OR REINFORCING REQUIRED rc t U + 5' _ E„ REMOVE EXISTING CASEWORK AND DISPOSE OF AS DIRECTED. DISCONNECT UTILITIES AS REQUIRED o o U + �. OI O - ; AND CA PER CODE � I �¢ - _ _ - I - _ _ -- ___- _ dW REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL. — -- O1 t13,- ; _ K ✓ - - -- _ - - - -- _- - - -- - _ -- - - - € ~I T RETlOVE EXISTING EQUIPMENT FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL K C ! i 8. REMOVE EXISTING EXIT TUNNEL WALLS DOOR AND LID. DISCONNECT UTILITIES AS REQUIRED $ - R M �f t ! _�____�_�� O AAD CAP PER CODE "2 k r 0 I U 9 REMOVE EXISTING STEEL STAIR AS SHOW SALVAGE ALL FOR RE -USE ' F F 1 1 _ _ 3 la REMOVE EXISTING FLOORINGt EXISTING CEILING GRID, TILES FIXTURES DIFFUSERS I OTHER � - � - - - -- - - - - - _.. ' T -- - -. -- DEVICES SHALL REMAIN. H I J O J O J a 9.wei'^^ 0 ,a H . O O O _ te a 1 H I -- - - - -- : {. , oj �, rr' i - - 1 G I C 4 " V:.7., ..'.,.1,.., '' ' IL , ah F -Cl F C O O O O O O O - -- O O O ? E E ,,,A,' i W Z G 2 D D 0 2 W I �: - 5 Q X W J w k y r^ 3 ¢ O ; a�3 2 � - r Z N Q o O (' z - PROJECT NORTH B ® o c VI O i 16 o n j NORTH ` o In e °e , 370601 10 4 Q 0 195 Iq •y � SCALE eNm1cc - SHEET WIY/I�d /• —�� Q� 0 2 +6 12 26 36 /6 60 J Y131/95 18 ❑F A h ,, -- t, 2 3 4 5 6 7 8 - 9 10 11 12 13 14 15 16 I 17 1 1 8 t . ail u, , - - - ,, `. . M:e , __ _ t Ir` 2 3 4 5 6 7 8 9 I 10 3 1 12 13 .14 - • 15 16 17 18 '4 P P DEMOLITION NOTES' �. I I v GENERAL: ALL DEMOLITION IS SUBJECT TO THE FOLLOWING: fi A ALL DEMOLITION WORK IS AT THE DIRECTION OF THE BUILDS* OWER A REWNABLE MATERIALS AND DE ACES UM/CH CAN BE MADE 'LIE NEW' ARE TO BE CAREFULLY U ( Q o �� c RE10VFD AND PLACED /N SECURE STORAGE AS DIRECTED BY THE DINER'S REPRESENTATIVE n C o _ -- C. REMOVE AND DISPOSE OF ALL DEER /S OFF SITE IN A LAWiJL MANNER o-_ - - _ i � _ _�_. - �. .: _� . ^ .�_�.� Y I - Q' D. LEAVE ALL AREAS 'BR?OF/CLEAN' UPON COMPLETION OF U.I�Re p o I , " r ' M .. 1C) I, 1 TTP �U L v 1 "��OT 10 1 1 T--!rp TP, i- O - O ®01 1 L EXISiMs s /NCLIINCLUDING L ING CEILINGS rN THE AREAS SHOWN. T` r , �W T 1r- i l/"1 . $ 1 0f J . I } I �P . 10 {._.�. �_ {- ._ -.�. 2 _�._.__.__ __ I _�_ J .L! _..__ 1 1 ._ 1_ J. _J_ _. _ _.. ... CT L RED AND I/ SA ALL LIGHTING FIXTURES . Y , ' �, � AND NVAC DISTRIBUTION DEACES'M'D SYSTEMS WILDP, s LPE. PE SAFETY AND ALAFSt SYSTEM , + +'. __� _ — I - - -_ _ . ... _ -- _ I ___ _ ^ J DEVICES ARE TO REMAIN RACTIONAL PENDING NEW CONSTRUCT /ON - < .� O - " 2 1. REMK/FE EXISTS* NON- BEARING PARTITIONS, DOORS, RELITES, FRAMES, FIxNREA, ETC AS SHOWN DISCONNECT � DISCONNECT UTILITIES AS RECORD: AND CAP PER CODE. - L A C UT OPENS* IN EXISTIN5 FRAME AND GLL6 PARTITION FOR NEW DOOR AND /OR REL ITE AS SHOWN m 4} 4 CUT OPENING IN EXISTING CONCRETE WALL FOR NEW DOOR AND /OR WINDOV AS SHOWN SEE u u 1, .d - ' - STRUCTURAL DRAWINGS FOR OPENNG SIZE AND SHORING AND/OR REINFORCING REQUIRED o z .' , ' 3 -' — — -- - -- - - -- - - -- r -- - -- - -- - -- - E. REMOVE EXISTING CASEWORK AND DISPOSE OF AS DIRECTED. DISCONNECT UTILITIES AS REQUIRED H a w 1 —. I I I C AND CAP PER CODE. U 6. REMOVE EXISTING DOOR AND FRAME FROM WALL TO REMAIN PREPARE OPENING FOR NEW INFILL L 45 I. REMOVE EXISTING- EQUIPMENT FROM WALL TO REMAIN PREPARE OPENING FOR NEW DIFFUSERS N OTHER NEILL.. ' In 0. 4 _. 8. REMOVE EXISTING EXIT TUNNEL, WILLS DOOR AND LID. DISCONNECT UTILITIES AS REQUIRED I _ , , K O- -[ - - - - -I 0) SALVAGE �•n c f AND CAP PER CODE K 1 S REMOVE EXISTING STEEL STAIR AS SHOW. SAL AGE ALL FOR RE -USE. rL - I 0 REMOVE EXISTING FLOORS* EXISTING CEILING GRID, TILES, FIXTURES, N r _ „ r DEVICES SHALL REMAIN. Z i F fi �� Q s r • _ — - -L - - -- -I _. fi 0.•::',..,-r . S 0 - -_ I l I —. -... L L _ - -.. j ° o H H { I G G r n BUILDING 250 MEZZANINE- SHELL DEMOLITION �� � SCALE: EST I'- 0' F F s E E c • I 0 p re O , D D o f/1 Z C .a N Y W . . " 'l o : PROJECT NOR/ s' wy CV B TRUE LL3 S C7 ' I; 'II I: ' q o Y O ov, m s p m u J05 "0 . 370601 1 I/.K " - 1' O 02 46 12 24 36 46 60PF SHEET SDI .4 10/31/55 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 1 ® OF —__,__ — (E) PANEL JOINT (E) ROOF \- (E) PANEL doINT �M (E) PANEL / OR OPENING STRUCTURE Ok OPENING JOINT OR IFS O EN ERAL NOTES ■ I _ � ',, x P -� _ �1 � _ _ � . _ -- - - — T 0 1 �, - - NIN • SEISMIC. B uaoMC io iR t oamE•c• • • • oPL 111 , P�< H • - ` O N ) ENT N WCU '� ,- CONCRETE, - _ -- ' -- : - - - ALL ro 1MATFS SHALL BE STONE AGGREGATE CONCRETE W BE SSI A UNIT GN SH OP HAVING 1 JOE = T _ " APPROXIMATELY Ia5 FOUNDS PER CUBIC FOOT. x8 DAY COMPRESSIVE STRING^: SHALL 1 c I RO Cd 'P OF < I� I � CTRUI:TUR \�- < __ Be AS FOLLOWS: \ s 0 THREADED DETAIL b Roof °�� �' + Roof �(N1 Awcul @ =3000 psi FOR ALL CONCRTE TORUGTUNE - r� sFR ' T ORE _ �LPEN,NG ��TRCJNL.BA K E F OX F . r ONCREFE SUBMITTALS SHALL CONFO R.'TO SECTION 1905 OF THE IRTC. MIXING ANO E : F C PAN ET Jr PLA CING O F ALL C ONCRETE SHALL DE M ACCORDANCE w l'TH THE UBC AND ACI ro E _-_-^r- _r --V - S" E) PvL —rs. COLUMN BaR egaPO PEAG (E) P.c TANEL -- PLN I - SAN �I DETAIL d RTIONOF AroREL.TLTO GFl.reNT Sww.BEAN SUCH TO PRODUCE A • ROD EP X'Y GROU - IE1Gr `_�x CLA DENSE WORKABLE MIX, O R EXC SS F R EE SLUMF OFa MGIES WHICH Cwry Hb PLACED L MA TS. �TP:.NGE wEIHOVf 6EOREG �nory OR EXCLBS FREE sulU'ncE ww'IER J CRAMMER oN TILL w IC I Z 1 PER C',AN IN • C H PANEL PEG PLAN - EXPOSED CONCRETE EDGES UNLESS INDICATED QTHERWIRE I ON ARCHITECTURAL I O G, I L A R C c MAX GET _- GET. DRA WINGS. GROUT FOR CO LUMN BASES SHA BE •[.DECO• MASTER FLOW XnJ BY w r DETAIL a AANCE PFF d ERBmDEgsMOORAPPROVED EQ I - I A -, �w R _ 5 THREADED ROD (El PC PANEL E PA - ID D EPDXY 5' NTO (E P EPDXY FOR FASTENING ANCHOR BOLTS INTO NMBrINC CONCRETE To BE NTT D.loo - T TIIR OCL o )(T_<., s" \ ) I wOHE5WE A6 MANU FACNRED BY FIIL ANCHOR BOLTS TO B6 .STALLED IN DxIwflD N -� ) EPDXY 4 C ' I �v ) PANEL C N6 Lac MAX Ju '� T S . T JL:IMN HOLES PREPARED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. � - r ' ( El CONE AB --H- _ PER PLAN FOR `i P.C. - -x4x0 4 R STEEL, a - pA CL E WASHER (n P, SEX IS °XI S'-NG TILL xET NFORecMEFrr SHAT To6 S- u .L REINFORCING SHALL .:�� CONTINUOUS REINFORCING BARS IN _ _ - W DL I - I I I / .OM SLAB / CC NC. SLAB BE GRADE XD IFy ° O P ' BA - - - D ETA IL a o - - _ .I .I CONCRETE As INDICATED BELOW, o Rs u r BEND) PILL Be PRDYmeD 1 I ,. ALL HORMONTAL REINFORCEMENT. DETAIL STEEL TN BAL Aiv',_C PL I\ I -A WMIM& OF STANDARDPPACDCE OF DETAILING REINFORCED ONCRETE STRUCII: ES 1 a _ 9 1 ' ' � a ...BRIG TO CONFORM TOASTMA 82 ANDAIBS. < D ES 3 ro x0' 6 _ SEE'I A - _LAB N_ @ 48' N I I N ErlA PC MINIMUM LAP SPLICE LENGTHS 1 EACH PC. - - (Ei TJJ'INr. ,F BnRxtL .r �D� o • . THREADED I El FXI_ N - INTO EA ° J oC.. MAX. LEXISTIN` G OIL PADS BEAM '. CONS CONS _ E1 FOOTIN AH X J �(E, FLAT OO OR - 1 ,; )E BEAM IggIfNNCE PER 50 .01 i ;,FADE BEAM h 7, SECTION A -1 .. ('E) FOOTING OR 09 - D ETAI a CO SIM. kaDE BEAM INDICATED FOLLOWING Rw �o�DroRAwmcs L BE PROVIDED OR REINFORCEMENT T N Ess D Bn . A) BETE CAST AGAINST a PERMANENTLY EXPOSED .J EARTH FACE �p • N R SECTION A -1 SECTION B -1 SECTION C -1 SECTION D -1 • SCALE. -0" SCALE. '. — . - = SCALE: '_ -1' - 0' J � EXPOSED O EARTH O WEATHER (CAST .- FORMS) d BARS S SMALL. T GRO Urm '''')"I',1,.1 .1! CI CDNCR E PQ 0 C1� lE1 4 SIII NF _ A.B. ANCHOR BOLT $ERUCT MRA DRAWING ABBREVIATIONS BEAMS //COLUMNS 1 f ® 4 PROPERTY UNE STRUCTURAL STEEL � 1 1 (E)6` +x36 GLM (N) 5 CONCRETE RCH ARRCET . FLOOR ARCHITECTURAL FLANGE T CBE PENETgenOM D^TM CO"T0 AILS or seECP s ) ciTmAl Q u F.M. F CE c F IE REIE P OUNDS sIm SHAM. OxDUnM To NB sN LEO xAU B m6• coNrwuous !E \ E , F''.: _ SLAB w 6x6 - W1 4 / BLDG INTONE O F< o O x H FCF POUNDS PER CUBL A0.CHHECIUMLSPECB+ICATIO S BAT. BATBOY F D T OF S FOOT ALE TUD UNDS LDS TO BE IN ACORDANC WITH Aws DI Xx AND BY WARD LEDGER 1 I / W14 WWF CC CAMBER ER f5 FULL PENETRAnOn PS CH PER SWAPS (fRnFlED WELDERS. USE FRESH E71). LOW HYDROGEN ELECTRODes. f Q < TO s EAR SIDE F D INGH P[R SONARS MUM ALL u wee \ ) + Y / #4x1 ()' « '4 c.T. - CENTER-TO- R FOOT PS UAL. NAIL e° L HANGE TO BE SIAPSO OR APPROVED EQUAL. I \- - C.I P. LX N-P4cE RC FOOTING P f000i rO IpIF_q NTIy� N PECIFlED BY MANUFACTURER UNIFS6 BfiOWN OTHGIWIS E F 'I, C^ _ EPDXY ) SL INTO c.l CONSTRUCTION i0x GA LV. GAGE R.D. RO DRAWINGS MAC.. BOLTS TO BE AJOT; EXPANSION BDLrs INO CONC.. SHALE ; 'z F o r � ( • _ _ _ _. j (E C JOINT CA� EL.. REINFORCING BE BIN. RETUCIN FEBRUARY 1.2) RAPPROVED EQUAL, A INSTALLED BOLTS FPRTCBO .PORT SHALL DATED J - x � w � Nmaw / SLAB S CEN GR. GRV LAN RED TS IN lR0 u G DLO G REAM RETURN FEBRUARY I9DE�ORAPrPOVED EQUAL. w RBOLTe RTIO CONCRETE SHALL Be.UOT. 1. z •, CIEAq S[NED. SCHEDULE MINIMUM EYID MEIN FOR ANCHOR BOLTS IN CONCRETE SHALL BE PER UBC TABLE 9. Z 101 o32 FE 7 JNE - WA'. CI% CONCRETE YA50NRT RA WALL S SECRET. B. UNLESS INDICATED OTHERWISE O E'p r °m_ �A6 • SIR _TU kAL SLAB IJ / / CDL SJ FRAMING m LO DR HEADER S I. SIMILAR SE YALUES ul ® D D " CONE. CONNECTS IN. INSIDE EACE DIAMETER SHRINKAGE CONTROL 1X flJX MEMBERS.. -. -. -_ -- 1175 psi LON TI INSIDE FACE JOINT CONT. CO STR NTIN U OUS NT 540 ON ERAS[ - LUMBER NOT NOTED SHALL Be DP OR DEEPER CONTINUOUS SPACE r C SNi CD O INT iqP KS KIPS ( Lox) SD. CC. STANDARD All GRADES SHALL CONFORM TO PAPA WESTERN IJM1IB VR RAD NG RIBIB - 1.1 • � JOINT LLH EN SONARS STD STANDARD EDITION. ALL BOLTS HEADS AND NUTS eEAIUNG�w ODSIW.BB CONCRETE OR IA. SET. DETAIL KI „OOL STIFFENER Sr S WEN ARD CUT WASIffAS. ALL W WITH D MUSTER U GL FOOT TEEL MASONRY SHALL BE PRESSURE TREATED. MAXIMUM IN `O MOISTUPeO NT IXY AT D DITTO NAL F. UNEAL HORIZONTAL fiTRUCr - siRU STRUCTURAL MSTALLAt10NFOR ALL LUMINe0. DN DOWN SPOUT MFR. M CAL TOP R OF B PoOLING INSPECTIONS, ALL .TOR BUILDING TS L F \ /[D I SBA _ PEA ()RAVEL. Ow DOWEL E<. YE STRUCTURAL TUBE A COPY OF ALL INS TS AND TEST RE FOR AL REQUIRED INSPECTIONS MANUFACTURER I.O.E. G I.O.W. fRTTLER OWL >E TYP P CAL CONSULTING R9 THE OWNER AND THE ARCHITECT BY THE IMPARTMENT. AGENCY I a Ives (E) E S NL Y NI EDUS YPICA BUILDING FOR REV HIV 1NE 'TESTING AGENCY SHALL BE AN INDEPENOBNT TESTING AGENCY 5C EL ELEVATION EQUAL EAR G.B.C. u 0 C. CODE APPROVED BY THE BUILDING DCPARTMtEN PE CTI FOLLOWING INSPECTIONS SHALL BE NO. NUMBER O NTS N1SIDE S U.N 0 UNLESS NONE PROVIDED AS A MINIMUM, ADDITIONAL INSPECTIONS AS REQUIRED pry M. P. E A C H FACE O SCALE WIDE THHBMER COTTTMSHALL ALSOBEPERPONMED�O BY THE THE ENGTNEE0.IK)NOT E.F. O EACH W Y E D C. ON EERIER / CONSTITUTE DEPARTMENT N ALL OFFICIAL BE PERFORMED. EACH PA L ` T5. COLUMN E P. - EXPANSION O P ONSIDE FACE WITHOUT AN INDFPEND PANEL \ PE . PLAN ` OP w / wF Bqc ENT Te6TMG LAB APP cx1rECT SHALL INSPECT T P EXT. FOOTING OPENING STRUCTURAL TEE CONCRETE AND REBAR AS FOLLOWS. RECEIVED NOV 3 0 199 PDX FINISH DEAN TEN TS iE w IDEA W C \ T IM BE F FINN B F CONC � E PECI RED. PLACEMENT PRIOR HO POURING, G. TAKE J CYLINDERS FOR EACH TSJ O x S x''F / s l L ) _ BEAM PILE BEYOND C Popp LESS THAN ONCE FOR EACH FOR SQUARE FEET OF SURFACE AREA FOR SL OR WALLS. S TEST O Ne CYLINDER AT T DAYS. TEST REMAINING (E) BEAM CYLINDERS AT 28 DAYS. MP. AIR CONTENT AND CYLINDERS PER UBC BUCKET SECTION I905.6. BOLT, SHALL FIELD WELDING, RE M SECTION - 1 SECTION F -1 SPECIAL STRENGTH ING LWSU ER00 BOLT M °Dew "NSO��`TINSTALLATION ALL ANE REQUIRED SHOP DR SHOP DRAWINGS FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR REVIEW PRIOR 'ID FADRICATION. SHOP DRAWINGS ) _• CONSISTING OP REPRODUCTIONS OR COPIES OF ANY PoRTIONS OF .E STRUCNPAL u DRAWINGS WILL NOT BE ACCEPTED AS SHOP DRAWINGS NOR REVIEWED BY THE STRUCTURAL ENGINEER AS SUCH. CO H RFJNFORCINC STEEL W T) STRUCTURAL STEEL ITEMSnY Lc. Nona, culls, ml, RIa. N<. - LEER OF RECORD NSIONS AND QW SHOP DRAWING RESPoNSIB OFF THE THE CONTRACTOR AND ARE NOT GUARANTEED BY THE ENGINEER OF RECORD. DRAWINGS Z MCC FOR OP A LICENSED WASHINGTON STNIE CE CENTS DESIGNED PRIMARILY BY THE MAN SAL ER S BEAT - 0 SUBMITTED TO TSB: STRUCTURAL ENGINEER ORA CURSORY REVIEW FOR COMPLIANCE — WI WMI THE INTENT L OF THE STRUCTURAL DRAWINGS AND FOR LOADS IMPOSED ON THE _ V BASS S R S N U COMPONENT ONENT DESIGNER Is RESPONSE). FOR CODE. r ALL NECESSARY CONNECTIONS NOT SPECIFICALLY CALLED OUT l N ARCSTRUCTURAL I£CTURAL OR STRUCTURAL DRAWINGS. SUBMISSIONS SHALL INCLUDE A V 1 O REPRODUCIBLE AND TWO COPIES: REPRODUCIBLE WILL BE REVIEWED AND RETURCEO. 0) E T 1 Z SHOP GS MUST BE REVIEWED AND STAMPED BY "ME CONTRACTOR PRIOR TO V/ REVIEW ev THE ENGINEER W SHOP DRAWINGS ARE AN AM FOR FIELD PLACEMENT AND ARE SUFEESLDED BY THE CO GEWLL � A U CT DRAWINGS. SHALL Be THE IS I OF THE EN TO MAKE CERTAIN THAT ALL CONSTRUCTION STRUCTION IS N FULL AGREEMENT Y (_ < Z < ILL WITH T LATEST STRUCTURAL DRAWINGS COY 0 CC SPECIAL CONDITIONS. A Q CONSTRUCTION THE CONTRACTOR SHALL ADEQUATE SHORING, ®d o RACING. PROVIDE . GUYING IN ACCORDANCE WITH SATINS PRACTICE AND AIL NATIONAL. ° STATE. AND LOCAL CO DES. ONTRACTOR TO COORDINATE ALL TRADES AND .10-Y w N Q W AD.TIMONS IN FOBLD. OBTAIN ARCHITECTS APPROVAL PRIOR TO ALL MELD CHANGES. SEE ARCMTECTURAL DRAWINGS FOR ALL FLOOR AND WALL OPENING DIMENSIONS AND _ S z � R .. O LAOTIONS, fL00R AND WALL FINISHES, EMC. ,/ p Z V w a > • I71 P. X o J a o L w oUVI C � . L -- AUG No 95 -60 "SET S -1 415 415 0 I m 45 ,-- AI ,, CS/ ,=,,, JL JV, ti, z l , { OP I ` J 'J l J is JJ t Er] r II J J9-,,, ,, , ,, ,s‘9 , -9 ,, , , -,9 (, S JJJJ OC �J JJ JJ OKW d,P B d S J � 6 I I L. � I I r I LE � !- I _J , W E E J E L -J i E _J E E JJ E_ Z - LJ J - J �J J, J J L -J JJ o " B 1�I o o S 9 5 r` - , c - ,7 r. 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A 2) DO NOT OVERCUT CORNERS ® SAWCUT OPENINGS. /- A q 9 �'V SHEET S -7 3 4 5 6 7 8 9 10 11 12 13 14 15 16 1 3 aF 11 7 3 4 5 6 7 8 9 10 1 1 1 2 1 z 1 i3 1 6 1 r 1 8 o i O a B oND -E>- (E) 4x6 LEDGER (E) 4o6 LEDGER v I 1 � - - 1 1 (E) 1 EE CONCRETE DETAIL c Y,1 PLYWOOD (E) 1 V ¢" CONCRETE DETAIL a (L) _ ADD N C, 2x20.7 / (E) ;' PLYWOOD (E) is PLYWOOD (E)W24284 I, 1 / i\ 1 (49 za TJw STEEL BEAM (E) 1 vx" CONCRETE LI -� Wink••• I a z ADD (N)C 12xzO 7A DE r. ��E) axe LEDGER t � - 1� r N1 elzxzoi r- • nP. L-- 1 J _ P_C- PANEL �J I f , P.0 PANEL P 's DEFT. _ r. - (E) 28 TJW IE x801' -0 AV ENi ,, (N)43,,68 5 0"0c 4 24 "o. t. Y�3x 3xs e x 2- -. THRU BOLTS \—(N)I12/2 01'x1' 5 " 22_ 3x3xc sx0 6 5 ' " P PA NEL � E C. 4 ->' BOLTS ( E) BEAM CONN. 1 r EPDXY 5" INTO (E) P_C. PANEL - W I i ; i< SECTION A -8 SECTION B -8 SECTION C -8 P J. J Li ao ( III II - i: I • N N�o ° III EHPzEd. H Ed G ill Li Z W ,o' o G Q �' ee 5 1:21: 0 a i a. A -8 I (E) LED GER A -8 B 8 A-8 GO . 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(E)Wl axzz (E)wlaxz2 (h)W14x22 (C)W 14x22 I B \d o_ , Q N (E)W14022 (E)W14022 wlaxzz o W OVER WALL OVER WALL OVER WALL 0 a) pJ C MEZZANINE FRAMING PLAN O 0 N C s / / / �� . e2 fi SC : 1 E 16 0 v VV 0 �+ �/"'1 NOTE$: 1) CONTRACTOR T VERIFY ALL EXISTING DIMENSIONS & JO i�0. 95�V® A /y J CONDITIONS IN THE FILLD PRIOR TO THE START OF CONSTRUCTION. . --�/� - N-� S ^� s ''EEr 5 6 7 8 9 10 11 12 13 H 15 16 1 18 96 11 ■ Q 104 48' N .- -' _ _-- __-- . - -_.a. NO CHANGE 4-. NO i WALL TIE PER � NO NO CHANGE I WALL TIE PER SECT. P -10 I NO CHANGE I CHANGE i SECTIONS A 11 l'HANGE TRUSS TIE PER SECT. E -11 & D -1' (NO ACCED TRUS5 TIE) 1 v n 0 _ zt r r � , -- ! 3 I I Da II P II 0 1 12L610.,. 6/.. :6 • ' <;.' 9''''' E 6. „. , p ,"' m -• T i �(�,m B�( E TRU_ 7 18 5� 95 ,I - I II I II NI g os 1 ' E 18 (8 .38 Gs CD III VL I I i -- N J r , R :S _ po i i1 1 - RU 1 TRU -5 c Ru . o 1 II II cc I II L Il o - o m , SI,. 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SECT. s A 10 PER SET'0I A -1C & TRUSS TIE PER A -10 &A- E -i E 'WI -IN A l E 1 -> ® 1 C -10 SECTION H -109 C -10 & 4 14 7PLSS TIE PE. & 61 1DI 00 / S OION H- 10A FURLIN -'E PER m SE "ION J -10 D - I CL C cR Ro _ x - r 33 _ �_ • N C CDISS :� 0 T Z CORPORATE PARK _IIMEN Seattle, Washington OORPORMION WIN= ,r ii - - -- — - -- — - - -- o DEMOLITION WORK & SEISMIC UPGRADES mammmimmmi SHUTLEIT — - _ CONSULTING L _ - -- - I al ENGINEERS Inc 1 ROOF SEISMIC TIE 5 5 e sEa + D . CHECKED o [ IAGRAM PL l one: e 205 5 4 50 -4076 50 Fax 206 L_ -- - -' .t 4 R E I N DEPARTMENT CORRECTIONS BUILDING DEPARTMEN ( : )4 DATE K1�30/95 1 P I05s � <TE a 1 • 2 3 4 5 6 7 8 9 10 1 1 12 13 14 I 5 7 18 (E) 2x4 _I STIFFENER i t i t ( ® 24 o.c ADD 4 4X4 I . l P & axa & TRUSS ADD (N) (E) STRAP / ' 1 (E) 4xs LEDGER (TYP.) DET BETWEEN OP & CHORDSS -0 TRUSS ® x R LEDGER „ THREADED TOP CHORD D ETAIL c 4 1 6 0 (E) ER ( LT & -- `T OF 4x (TYP.) T 48�o. cg 3 i ADD (N)2x6 ® 48 "o.c. (E) 7 + P.C. I-APANEL � °� IC I III Ii i I C I DET. a ER ttP.) H2 5 EACH END H2.5 EACH END I ROD_ EPDXY 5" (E) STRAP OVE / FIRST 5 BAYS w/B F � T \ : (E) 2x4 O L A F (E) BAYS 8 -16d 4x 1 INTO ( P.G. PNL. FI ROT T RUSS - _ 16d SINKERS CLINCHED 5TFFE NCR — — C ) —r` -- SINKERS CLINCHED � -�.. TO -FENFR (E) STRAP Ex CNN. PER ac. DI' . '`� DET DET TO (E) STIFFENER EN e i — 1116 Ilili _ is Cd1l� i��1P•� 11 ME I - (E) 2x4 � - EXPANSION HOI TS SECTION A -10 Ir.�., �..,o.o ref = - STIFFENER A D D (N) L m I a ' r ' ADD (N) LSTA24 LADD SSMPSON (E) 4x16 PURLIN \�S IRUS.`. � ADD (N) SIMPSON � '41 S "2.1" N TD BOLT ADD (N) STA24 ( ) MTT22 THREADED ROD CLINCHED TO (E) EACH TRUSS L4 "oc ( TVP ) DF 2 ® EA. TRUSS ACROSS FIRST \ w SIMPSON N10 NAILS (E)2x4 ADD (N) EA. TRUSS 0 _ / ADD 2 12 ® 48 w /14- 6tl SINKERS STIFFENER ® TWO TRUSSES ( ) '91 � a m T EPDXY 5' INTO (E) s H ( ® 48'o_c. - -� a STIFFENER _ (TMP ROD. P.C. PANEL ADD N SIMPSON ��) ° ADD (N) 'r< "m - - P C. PANF1 R TH READED ) r I ADD (N) SIMPSON THRU BOLT __ LTT20B ® EA. TRUSS m O 24 o.m FFE EPP.C. S 1� P.C. PANEL LTT20B ® 48 "o. c. ( TYPICAd) —(E) 2x4 STIFFENER 1t INTO (F) C PNL + ) � �a IMEEEMEIEll E. F (BEYOND) � n ADD T1 (N) ti PUN 0 8 0'e o c. TRUSS (E) WBS TRUSS (E) ABS / (E) 7 (E) W85 TRUSS LTT19 ® EA. PURUNJ (E) WBS I I ® 8- D' /e "o.c. TRU55 P.G PANCL 8' 0 " oc 8._0pie,. o. c_ (TAP ( : ( • E) 6' P C PANEL (TYPICAL) -- I I! o l I I I l I, 5. A -10 SECTION B -10 SECTION C -10 SECTION D -10 SECTI E -10 K 8 SECTION ON MARK • SCALE: 1/4 =1'0" SCALE: 1/44" - 1 • -0 SCALE- 1' -0 SCALE '- 0" O il�i �� MARK HOLD M.P. HRU "I ADD 10 -A35 ri• ADD 7 -A35 �J DOWN OLT 0 M B. d ', I W F pP I-iA BTWN 4x6 BETWEEN 5 & TRUSS ADD 4x6 &TRU55 A - _- s- E m EA x3x2 0 __ s, m A H 10A ! I - HD A ST .F 0 TOP CHORD (N)4 x6 TOP CHORD H -1 OB 2 -HDoA h -'k'm K -t0A EACH SIDE 4 ADD (N) 4 - -0 DETAIL q DETAIL h I m xa 3 D Ss ADD ( B OLT H m K -10D 8 + "m , a THRU 25 EACH END EACH 510E q x woo Q ADD N�4x6x12' -R" OF 4x MP.) - -- (E) GLB A DD 2 -HDSA a ` ', ' H2.5 EACH END DD 1:'m F m �.°�H ° w O O N) THRD BOLT 0 �� ® EACH TRUSS 2 CONN. PER SECTION C 10 _ ' - PER SCHEDULE - F 4x (TYP.) ® 15' �" DET ( 0 (EVERY OTHER TRUSS) _ • Fz o �mi9 22 DET_ DET. DET- ADD (N) B. & M.B. w n (E) STRAP & 9 h L H P you �1i i10� 4 11 I ' 11 '2. - I E 101 a ®. E _ PER SCHEDULE (E) WBS T U'S 48" �IH is I � ,i l i — i�� 1 ADD (N)2x6 ® � d F>�S. - 1 I /12 Cad 8' 0 _ J.. 16d SINKERS ADD (N) CLINCHED TO (E ) 2x4 EACH SIMPSON MTT22 ® (E 2x4 AGD (EVERT (N)(4;1 HE6xi2 -R0" (F) 4x16 PURL IN (E) STIFFENER (E) C. 7 P ° NEL SIFFENER DF�2 ® EACH TRU55 (TYP_) STIFFEN CR ® 6 -0 oc ACC (LIT m (TYP.) PA ® 24 "o.c. 24 ''o.c. (TVP.) THRU BOL �® (E) 2xa (TYPICAL) R TUSS) i ,, iil '" STIFFENER ® (E) WBS (N) HOEDOWN & MB (E) HST3 EA. SIDE TRUSS (Tr P ) 2 RE SCHEDULE 24Th .c. (TIP.) J - - (E) HINGE. coNN. e (E) 4x6 LEDGER - - _ _ I _ . Mil 7 _. ... (E) GLB e (E) 7'4" (E) WEB TRUSS (TYR.) (E) GLB (TYP.) P.C. PANEL (L) 0/BS IRUSS (E)4x6 ADD (N) =cn "0 THREADED PURLIN - ROD. EPDXY 5" INTO /e 8'- 0'"C < _ _ (E) P.C. PANEL ADD (N) 51MPSON LTT19 0 48 "o.c. SECTION F -10 SECTION G -10 SECTION H -10 SECTION J -10 SECTION K -10 SCALE. C, " -1' -0" SCALE' / " -1' 0" SCALE. .1/4 " =1' -0" 0. 00 8 -A35 BOWS 01 • axa & TRUSS �,' E 5 RAP„ END Q � 51 RAP FIRST TOP CHORD ADD 4x8x OF 4x TYPJ o_C. / r B EU TRUSS / (N MSI136 ACROSS SIX TRUSSES ^J ) w 12 -16d DETAIL ( S 7 ENE SINKERS CI INCHED 1_ -0' DF ))2x4 m THREADED I ® 8'-0 x'xe O CC t 2x4 ADD (N 2x12 E) ax16 (TiFFENER 4a o (E PURLIN / STFFENER (E) STRAP OVFR FIRST V E 2 TO STIFFENER ROD_ EPDXY GROUT 5' INTO (E) P.C. P ,. s DET ® 24'o.c. TWO TRUSSES- X CO r P PANEL - -. V' all �IA 11' �� �■ SID IIls ' .1 w 11 Z 4 STIFFENERS _ ' y , OS O x--i ® 24''o. c."4 ADD 4x54 1H-0" .� Y a • C #2 H EA. n >u5s ADD (N s1MPSON AD0 zx12 ® J < ¢ V \ (E) 4x18 PLIN ADD N) SIMPSON LTT19 ® 48 o.c. 4X'o.c ®a El- W ADD (N) SI 0 C (E) 9'' +' MT . 2? ( SINKERS ADD (N) SIMPSON LTT19 ® 4 w, CO LTT2OB 0 P \\- 8 "o. c. ® 8'- 0' % "o.c T w / . PANEL ® EACH TRUSS CLINCHED TO I d I K EACH PURLIN r Q \ RO 0 THREADED 2 '0 THREADED ROD (E) STIFFENER EAC O E FIRST 7 BAYS �� �)E) HINGE CONNECTION `era "m THREADED D. EPDXY 5' (P) P G YS PANh� (E) � a � • )TYPICAL) \ ROD_ EPDXY 5' INTO (E) P.C. PNL. P_C. PANEL �� J 9 REMOVE (E) IC EACH SIDE INTO (E) P.C. PNL p / vat & REPLACE w /(N)1E. o- 3x2' 4" EACH SIDE w/ P.C. PAN (E) 5 PANEL (E) WBS TRUSS (E) WBS TRUSS , �9)� a W 6 -3' N M.B. (DO NOT (E) 5 `e. o.c. ®0 W - ATTACH TO HINGE) RIFY P.C. PANEL ® 8'- 0' /a "o.c. / N V (n 0 �E (E) BOLT HOLE DIMENSIONS) • 1 411 15 _Joe 71 95 -60 0 A SECTION L -10 SECTION M -10 SECTION N -10 SECTION P -10 SECTION R -10 FT S - 1® SCALE. Y " -1' -0" SCALE: 3 A " -1' -0" SCALE x " -1'-0" SCALE- Cx " -1' -0' SCALE. Y "= 1' -(1" 1 3 4 5 6 7 8 9 10 1 1 1 2 1 3 1 4 15 1 6 1 8 0T 11 ■ 2 3 4 5 6 7 8 9 10 11 - 14 15 'u 17 18 mi,ol t o IN 10 WEE 1 13 1 BETWEEN 4 -A35 'i< "0 THRU BOLT 4x8 & TRUSS AUD (N) TOP CHORD BETWEEN NEW ADD 2x8x TOP & TRUSS TR2 _ ADD (N) 2x12 (E) STRAP PE--, DETAIL e axaxl2' -0" TOP CHORD D © B A. TRUSS ADD (N)2x8x6' -0" ADD (N)2x12 ® 48'o.c. w/12 -16d DETAIL O ® EACH TRUSS SINKERS TO STIFFENER © 8•- 0 "o.c. w /15 -16d FIRST FIVE BAYS (E) STRAP SINKERS CLINCHED TO STIFFENER FIRST (E) ST6224 OVER (E) 2x4 FIVE BAYS FIRST Two TRUSSES (E) 2x4 STIFFCNCP u o ^. r (E) STRAP STIFFENER ` J` ADD (N) SIMPSON ( ) EPDXY GROUT A ED ROD - —CD 24, xo c 5TIF_F \R ;oT ® 2A'o.c �l�l�,�,�■ (r) ST6274 OVER 1 (F) Sv627 - -- (E ) L 2xC STUOLWAILL of C STRAP LTT19 (�(FAC) ® 24Th _ _ - B z III TYP () FIRST TWO TRUSSES (� 4 "oc TYP ( ) PURLIN TYP. 9FT. DET. P.C. PANEL �` T� _{ I 1 '� �, � 1 I I w 1,1 EACH TRUSS ADD 8x , •I ODOR ACROSS i EPDXY D ' T PNL ° m THRU BOLT �ry � +16 PURLIN D o ® < E F�rrzuss/ 1- I- � -�—+- d a" i ADD (N) J / SIMPSON Tr19 AD y�.c EA LND (TAP _I MST6 _ . t I r (E) ADD N AD D (N) LcTA18 0 ADD (N) SI61 ON (E) 7 PC_ PANEL A ®8A TRUSS (FP.) �,w I TRUSS WBS (TAP.) SIMPSON LTT 48 o _c ACRO LTT19 ® 48' os_ (E) STEEL GIRDER TRUSS---' Q (E) T <" \ \\I .. FIRST 4 TRUSSES _ C. PANEL -- �` ' 'k .. ° `(E) 7 "�' P.C. PANEL _ (El was TRUSS E 7 i� (C) WBS TRUSS (E) WBS TRUSS iip,, <) P.c_ PANEL � 0 B 0 • ' o.�- RI-0 (IYP.) 4 -A55 ,- N � U W BETWEEN NEW ;_x12 & TRUSS ' TOP CHORD o o A D 2x 7 I( O) 0 TRUSS ,< SECTION E -1 1 h SECTION A— � 1 SECTION B -1 1 S ECTION C -11 SECTION D -11 SECTI , SEALS a< -1' 0' SCALE 3 ■' =1'-0" DETAIL b SCALE 0 < • -1' -0' SCALE. - - SCALE s; " =r - T. u� o rl ADD (N)IE'. x3.3' 3" EACH SIDE w/ (E zxa STIFFENER a 11 'I1 F z SAM AS REQUIRED � � � d �F A ° T/ r 1 EiZiii ADD (N) 2x12 ® 48' o c_ — - - ` F FIRST 3 BAYS w /8 -1 6c1 - ADD (N) SIMPSON SINKERS CLINCHED TO X I 1_720B ® 48 "oc_ V (E) STIFFENER C `ADD (N) SIMPSON LSTA24 C I y EMI (E) 7 :T" ACROSS FIRST TWO TRUSSES v C 1 P . PANEL r E E A- <X3x2 -9" ° (E) GLB (TYP.) EACH SIDE w/ 6 -3i "0 M _ (E) ABS TRUSS (E) WBS TRUSS " 0 SECTION F -11 SECTION G -11 2 0) W ' 0 Q C C, a D U E co N Z Go • LL 0 0 0j < rna CC 0' CO 0 O `3 -` \ /off 8 B ^a�5 ov o W ow i 395 dor 0 1 ," . ..1 5 A A . ''"T s -1 • 4 5 6 7 8 9 10 11 12 13 14 '5 ' - 0 F 0 960 . 0 11