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HomeMy WebLinkAboutPermit B95-0402 - PEARL BUILDINGS - TENANT IMPROVEMENT City of Tukwila L , l -,. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0402 Status: ISSUED Type: B -BLDG Issued: 06/24/1996 Category: ACOM Expires: 12/21/1996 Address: 405 BAKER BL, Location: Parcel #: 022310 -0087 Zoning: CM Type Const: V -N Type of, Occupancy: STORE Gas /Elect Wetlands: Slopes: N Water: N/A Sewer: N/A Contractor License No.: DONOVBI09405 TENANT PEARL BUILDINGS 405 BAKER BL, TUKWILA WA 98188 OWNER PEARL ALVIN S +CAROLE R 4304 HUNTS POINT Rf1, ' WA 98004 CONTACT BOB FADDEN ;; Phone: 325 -2553 x108 130 LAKESIDE #250, SEATTLE WA 98122 AGENT AL ROBERTSON Phone: 206- 248 -7300 CONTRACTOR DONOVAN BROTHERS Phone;.. 206 939 -7777 P.O:. BOX 818, AUBURN, WA 98071081'8' AkkA k* kk* k k` k kkk kkkA'* k* k* kk** ki&** ** ** * * * **.**** * *** * *fitk ** Permit Description: Ai;D.[TION` - , OF' COMMON PARKING LOT, COSMETIC EXTERIOR IMPROVE INSTALLATION'; OF DEMISING WALL TO 405 :'BAKER BUILDING:. SETBACKS' Units :0 1 Front :0 Back: Eu'ildit�gs. 001 Left: .0 Right 0 F i r e Pr` otecti on: .SPRINKLERS , UBC Edition: -.1994 :.'Valuation: 50, 000.00 Total Permit Fee.: 7a76.84 A k k A.i k k' *' ** k AA A k* k * *'k * ** * * * * * * * ** * * * * * * ** * * * ** SIC *'k* * * * * * * * * ** * * * * * * * * ** * ** ** _ Permit Cen Authorized Signature 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 permit does not presume to give authority to violate or cancel the provisions of any: o ther state or .local . laws regulating construction or th'e performance of :work :: ,, I am authorized to sign for and obtain this buil ing permit. Signature:__ Yi_y= Date Print Name: /4-.e/;.2 1 ' %7, ... Title: T_ 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 period of 180 days from the last inspection. • CERTIFICATE OF OCCUPANCY CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA. WASHINGTON 98188 THIS CERTIFICATE ISSUED PURSUANT TO THE REQUIREMENTS OR-SECTION 307 OF THE UNIFORM BUILDING CODE CERTIFYING THAT AT THE TIME OF ISSUANCE THIS STRUCTURE WAS IN COMPLIANCE WITH THE ,VARIOUS ORDINANCES OF THE:CITY'REGULATING BUILDING CONSTRUCTION OR USE AND ALL APPLICABLE CITY FIRE CODES. FOR THE FOLLOWING: Tenant: PEARL BUILDINGS Permit No: B95-0402 Building AddresS:. 405 BAKER BL suite No: Parcel 41 622320-0087' , Owner: PEARL ALVIN S+CAROLE R Occupancy: STORE ' ' Occupant Load: 65 Occupancy Group: M 8 5-3 ' ' Type of Const: T ADDITION OF COMMON PARKING LOT',' COSMETIC — EXTERIOR,' IMPROVEMENTS 4 INSTALLATION OF DEMISING WALL TO 405 BAKEVBUILDING. /. , .N.0) epiLDI OFFICIAL ' DATE THIS CERTIFICATE MUST BE CONSPICUOUSLY POSTED ON THE PREMISES vii4. i; ' $ °�'+� -- - CITY OF TUKWI : " two _5 Department of Community Development - Permit Center ? " ` b1 _ ° 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 tsoB (206) 431 -3670 PRE.96 -- 01 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER VC 131A -11_hi NL-� 6 , SITE ADDRESS ' SUITE NO. Ff U A - - TN-- 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 dopariment. • 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 DEPAR r D AT E IN . REQUIREMENTS / COMME APPROVED L BUILDING - WI s j.,,, R CONSULTANT: Date Approved - Q � initial review 1 % - t - (ROUTED) q (, -- T o.. j FIRE 3A OW A i 9 FIRE PF{OTECTION: ■.4 S • rinklers Detectors N/A - `�C FIRE DEPT. LETTER DATE: " S/1 /� 'jy INSPECTOR: ,j-11 INIT: PLANNING r 5724 6 ZONING: B- AR/LAND d v 1 USE CONDITIONS? Ill Yes_ : }1 No REFERENCE FILE NOS.: (Is'�?S' _ ti INIT: V (^- MINIMUM SETBACKS: N. S- E- W. 5 / c' , UTILITY PERMITS REQUIRED? es i_) No PUBLIC p l [ PUBLIC WORKS LETTER DATED: rj-21• -96 - WORKS WIT: ( f � 5 / ?% t P(1. R.rx 1 --to Pu) 12.-I KaP O OTHER INIT: BUILDING - JZ / . 4 TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): ; { I . final review V N Yes 0 No 19 (14 !f r (BUILDING rr'' /;A_/,,, 6{0 ' �� - O FFICIAL INIT: !' � , 1 REVIEW COMPLETED '.' AMOUNT CONTACTED y�_ � O b r - \ ((J\ C marl a r OWING: l l ; �.C.� Tl \j l.+'�. ' 1 J l' DATE NOTIFIED 6 _ (c) _ To BY: '� Onit.) � _ I f 2nd NOTIFICATION BY: - r ° ' ((nit. ii �� 3RD NOTIFICATIO BY: i ,, k n ' 1 init. 'q U l , I 11 l I e "` aui.0�� IP 5.00 ckV I' o1'o l93 BUILDINJ PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) �= _ DESCRIPTION AMOUNT RCPT # . DATE 206) 431 -3670 �R1:: i J 0 I ...) BUILDING PERMIT FEE ' PLAN CHECK v., C PLAN CHECK FEE 3� ,': - > NUMBER _ �` � � 1 v�D2 BUILDING SURCHARGE ,* _ OTHER. . 4 Lt .. . IL ;�VG�i 1+f� /�!Y4+� 11Y • K : .. . • .. .. TOTAL � `t3` • SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ PROJECT NAME/TENANT ASSESSOR ACCOUN # 0 - 0°67 - 05 a TYPE OF U New Building U Addition U Tenant Improvement (commercial) U Demolition (building) _ WORK: ❑ Rack Storage ❑ Reroof ❑ Remodel (residential) .Other: a C - DESCRIBE WORK TO BE DONE: 4 - - u N I c p t w FPs -WS C.0 L-. W p5 (or, log \1 csvvl' T' 4c )s V - BUILDING USE (office, warehouse, etc.) dpiy..- 16)2/C,.4")rt.. jl,Z£ s �y Cif f& 1e As TA-1 L. ()SES I LJ ;'�/e�v f i �p NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ArNo ❑ Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: . � 7 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 0 No ❑ Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: - dS•rinklers ❑ Automatic Fire Alarm S stern PROPERTY OWNER qL l PHONE ADDRESS -W'Y-tL '6��uP ZIP ciai`S, CONTRACTOR 0/p PHONE ADDRESS N JA ZIP WA. ST. CONTRACTOR'S LICENSE # — WA. EXP. DATE ARCHITECT/ ECT Water/ oj, ,13C4AleS PHONE S. ADDRESS 1 rg. , e it. A ZIP q Nz , i�.erlll • I HEREBY '.• CERTIFY. ::THAT :I;:HAVE: READ <AND EXAMINED; THIS .:APPLICATION KNOW THE SAME TO BE TRUE AND;'CORRECT ` D, I.:AM' THORIZED :TO APPLY "FOR :THIS :PERMIT' BUILDING OWNER SIGNA '. DATE OR AUTHORIZED PRINT NAME z_ PHONE�.0„7„5: AGENT ADDRESS #_ C) CITY/ZIP- CONTACT PERSON 5 D ,��� PHONF 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 applikal d. (iy:ii e will be rcvievred 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 architectfengineer, 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 ti3E1V4?Lfi' Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED • DATE APPLICATION EXPIRES It 1 C DEC 0 1 1995 (9_ I- 9(p PERMIT CENTER 1,4Qf I 0 >1 I Anl-f ( SlIS ' ITTAL CHECKLIST COMMERCIAL-- NEW CO MMCRCIAL BUILD'INGSIADDITIONB COMMERL TENANT IMPRO Complete CIA buikng Permit application (on for e ach s or U r2 Completed budding permt i application (one for each structure): tenant). Assessor Account Number Assessor Account Number Two •sots (2) of the followng;, :;•Two (2) sets of construction plans, which include Specihcntions p n . 111t 5e a ,, � , locadon:.of tenan. t apnea L=J Structural; calculations stamped by a Washington State licen • proposed parking ongneor, L an d sc a pe p (if applicable, i e., change of ue) El. Soils rep stam by a Washington State ;licensed engineer O building plan • i Topographical surv Tenantloeatron •Topogra Ene s tamped by a Washington State licensed ov ernll di mensi o ns of bui square footage er or architect p o f prop o s ed ent sp ace Fi an , �r •: Tenant space plan with u of e roam l abelled / L al description � _._..:.. architect, which i - *.Ezit cJOors, egress patterns 1 Working:drawings, stamped by a Washington Sta licen •New walls, existi wall; and walls to b demolished nclude : tru tion details • Site p . :. r Cons c • �. , drawings � ' Cross: s e ctions showin ' all construction• and method of Structural dra attac for oar a n ce ng ii i Mechanical drawings Stru cal t s amp ed b a Wshin gra ilcen -: Ci dr ,, ; ' : eng ineer may be re i st waork into be done ( 2 sets) Landscape plan one, su t separa • • NO TE li a n y u Ubty work Js io ba tl bmr t utility permit C • ut per • p (one f or ensue p roject) application and plan • ( ISix (6) sets of civil drawings l.! R NO S e e . t e r mit application and c he ck list F or speci utility T Com eif b' lid p ermit ap pl ica don ( one fnf each stntc submittal re r urem ents � 1 LI Assessor Account Number RACIL STORAGE bin e Narrative deson g , x isUng ,roo maral te being remov and ; , ; g installed materal. beiri l }Completed bu lding permit a TE A certification Jotter J required prior to fin al inspection and sign NO Assessor Account Number O fief the perm It Two. (2) sets of plans, wliioh include < ;: ... N ENNAiSATELLITE OISNES Building tlocr plan showing c Co mpleted building permit application: Enti Exit doors re s pa ce where racks.will be located Assessor Account Number • Dimensions of ail aisles i Two ( sets of plans, wh ch include • Tenan sp il oo , llan'showing rack storage layout, aisles and exits • Site 'Pl an • (showing buddng and location of antenna/satell dish) NOTE i dim of r acks (height, width and length) aisles (""j Deta ils aMonn a/satellite dish and moth.. of. attachment and exit ways on plan ; 1t �rI • U St ca l cu l a tions stamped,by a Washington, State Ucensed Structural calculations stamper b y a 'Washington State l icens e d . engineer may be requ . �— '' engineer (ra st L and oyor} .•.... .... .. ............... ........ .... . .. . . .... . . RESIDENTIAL RESIDENTIAL. REMODELS NEW SINGLE FAMI DWELLINGS /ADDITIONS C� Completed building • permit applic (one for e structure) 1� Completed building "perm) a ppl c aton (o for eac h.struc t ure) Assessor Acco Number El Legal •des • _... c :: n Two (2) s t of working drawings, which include • Assessor A ccount Num an • Two : ets ( 2) • • worlung drawing which inc ude Foundation plan _i • Floor plan Site plan --.—, ;rh a'� :i ' ?:t ; c . to noon . Roo F.und alien-PI an in acce m bullfrog, shawlnp , ► Build ng elevations tall views) Roof tan width and length of access) . Budding cross section Roof plan • Structurattraming •plans Budding elevations (atLwews) Building cross - section;: Is f :be • NOTE: i an u t ility w ork o d one pro vid e utili perm. application : � Structural framing plans nd pl ans........... su ..;..,...................;.;,/,.., itte a mu st be su 1.i Vashing.ton State Energy Code d ata i___] REROOFS ,: , pleted utilit permi applica i Completed building permit appli g one t oy ea stru i Assessor Accou Num Li Six (6) sets • of site plans s howing utilities be co mbi n ed S e e Narrative describing exi tin sg roof; material being removed, an NOTE B uilding alto pl an;and utility site plan may . � material being •installed utility per mit appli an checklist for specific subm requirements . certi •Additiona topo and sorts rnformah�n may e b rq of • uired if unique N OTE A certifica letter •is requueder ; olrna f I a s f of the permit site con .r. ...,:, ..�. a:.�.:.... .. ...... .. .. ...,..._._..<,.,.. .... ::. �:..,,T wtti4tle4e §3GA11rJririxkr #G'tYF h..rz ..y.•..«- .._..._..... ...... _.._.,..»...,.,. n. waurvi .wa- k+krr- ': \No. .., (ti J ••• tF •• \V:, g ny � ( �9 City of Tukwila John W. Rants, Mayor iwtc Department of Public Works Ross A. Earnst, P. E., Director ,•.. 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: JULY 9, 1996 SUBJECT: PEARL BUILDINGS 405 Baker Bl. Project No.: PRE95 -013 Plan Check No.: B95 -0402 Activity Nos.: PW95 -0383 Contact: Mr. Paul Ross Phone: (206) 305 -4279 /pager THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON JULY 9, 1996: Permit Fee PW95 -0383 Hauling 25.00 Total: $25.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance and the Haul Route description. JJS /mv Attachments a/s C.F. City Clerk(with copy of UPA, Haul Route, Originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (with copy of UPA, Haul Route) Development File(with copy of Application) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 431-3665 • • HAULING Permit No: PW95-0383 Issue Date: 07/10/1996 Status: ISSUED Appro a ! Letter: 07:10/1996 Parcel No: 022310 -0087 Ev.pir :a_.: 09108!1996 Site Address: 405 BAKER BL Location: 405 BAKER BL Start Time: Bond Number: End Ttme: TENANT PEARL BUILDINGS 405 BAKER BL, TUKWILA WA OWNER PEARL ALVIN S +CAROLE R 4 HUNTS POINT RD, BELLEVUE WA 98004 ENGINEER BUSH ROED HITCHINGS Phone: 206.323.4144 } 2009 MINOR AVE EAST, SEATTLE WA 98102 CONTRACTOR DIRT WORKS SPECIALIST. Phone: 206 347 -1006 19721 94TH AVE E, GRAHAM WA' 98338 CONTACT PAUL ROSS DIRT WORKS SPECIALIST, 19721 94TH AVE E, GRAHAM WA 98338 4. 44k**• k**' k4kk• 4*• k' k• 4***' k' k4• k• k' k** k• k** 4 4k4k*• k* k•4 4• k• 4' 4k4k*: 4' k *•k'k44 Plan Check Fee: 10.00 Inspection Fee: 15.00 Other Fee: . 00 TOTAL FEE'S :. ... 25.00 k*• 4: 44k**' 4' k• 4k• 4** k' k• 4' k• 4k' 4' k*• 4 *le k*** kkk* 4k' kkk' kk' 44 4*• kwA• k• kk*•444•kkk'k•4'k4r # 4* se* The undersigned hereby applies for permission to perform hauling per attached map in ;accordance with • the following conditions: 1- Flagging. signing and coning shalt be in accordance with MUTCD for traffic control. 2- Contractor• :hall provide. certified .flagmen for traffic control 3- Sw:eeu.or otherwise .clean streets, to the satisfaction of Publ,icWorF each night • around hauling route (no't1u::hing allowed). 4- Notify city inspector before 12 :00. noon on friday pr•ec.ed.ir,g an_'i weel.;end work. 5- Permit i•s valid between the weekday hou•r•.s of 7:.00 a.m. and.'3: 30 ' p. m. only. 6- Clean and remove debris from om city :catch ' basins in and around hauling routes.: 7- Provide adequate temporary access: as not to interfere with other vehicle movement' or cause trucks to travel over curbs.'. 8- All vehicles must make complete stop prior to entering public right -of -way. • • 4• k' 4• k* k• 4• k• 4**' k* 4' k*• kk4 4*'****' k• kk*• kw k•k'44 *4*k•k4**4 *'k•'4*k•k•4 *•k *44: *k *k'k* **4*' THE APPLICANT MUST NOTIFY THE INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN .ADVANCE. •433 -0179 Signature: • Date: 1 -10 -9 L * •k '4 'k * 'k •k '4 * * •k 4 •k •k * •4 * 4 * 'k '4 k '4 4 k * 4 •k •k k •k :4 •4 * 4 * '4 •k k •k * 'k 'k •4 * •4 •k * 4 4 4 'k •k * * 'k •4 k •4 '4 k * 'k '4 * * 'k •4 •k * 4 '4 k k 4 'k •4 4 * APPROVED FOR ISSUANCE BY: YA.11 Issued By: - - 6 ""g $ 6 • JUt 1/2z/006 Authorized Perm t Center Signature Date 'k '4 '4 '4 * '4 •I 'k •4 •k * * * * '4 '4 •k * * * 'k 'k * * 'k 'k 'k •k * 'k * * * 4 'k k * 4 'k 'k •4 k •k '4 '4 '4 'k '4 'k * '4 k •k k •k '4 •4 '4 k '4 'k 'k 'k •4 k 'k '4 4 '4 k '4 * 4 •4.4 •k 'k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved By: Inspector Signature Date Ir , . . • . . . . . . , . . • ' • ' • • . , , , . • . . . . , • . . . • „ . . . . . . , . „ , . . • , • . . . . . . . ‘ • . , ' . , . . . , • • . •• ... ', , , - . . .. , .„ , .. ., ..., .,...,. .. , ...... . — , .. . , — „.. _ . , .. ..... .... .. . . . ..., — . . . . , . . . _... — 1 . I • ( . C. ,.....' , 1 • CITY OF TUKWILA I • Address: 405 BAKER BL Permit No: PW950383 i Suite: Tenant: PEARL BUILDINGS Status,: ISSUED • Type: PW -HAUL Applied: 12/11/1995 Parcel #: 022310-0087 Issued: 07/10/1996 **4 AA4 4***44**4*4****44 4444* H Permit Conditions: 1. Any material spilled onto any street shall be cleaned up I Immediately i . .1 , • „.„ , , ... .„•. „ ,._ ., .. • •• .,,. , • I .• •„, • • ,...,.....•, ,., , . . ., ... , ... . . . . , • . ,. i• ... ',. !,...,,,.., •• :: -, . . ... ... - . . . , . . „ . .. • ::„, ••• -., :• . , . ,,:• .• . o . • , • , . , • ,., . . • , ..„ . . I • .. . . • .., .. . 4H1 '' • . ,, •..0, ,... . :, f"- 0 ...., y::/ " -.:-;,, ., ,,.... .,,, ,... ,, . .,..; \ !i',.','"1 •::, ,.....--. s ' .;., , i ., , , ..-,x *-: 7' ' S . ' . ,. '-1'..‘. : ; ''''''' .i.'' ' ' • , - :• 1 -/-: .--- ' - '' .1 I Ili 1/2 `.. 4 ' ' ; '7•"i f 'j :'-' :', -;.,,.•,,,..,„, l'-' '''.1 - ~'".. -',. '' 'L'''' \ , ., ,, . . , k -.. ± • ,...., 1 • ..I' 4 •, ,••,, . •."•', • . ..• ti• \ • ••• f) • . . ,, ,'S 'Y .".• 1, ' V -.; :. '.* ., • . I i' t, ; . ••?••■ ''' 'N ''i. ' ...,',.,-,, ,,' .. - • , ...... . . ,..... . -A‘,,,,,...., ,:., . : ', ''' 7 ,- '••• •-',•—::, - ••-.. , , . , , , : t • , `:', 4 , :,. y ,, ) , t.'.: ; ',.. ,. , _ .. ..' • .,:' "--',.,:.., , ,...? ! , , , i.,,, . I ;f .. 5.5 ( . ■.; ' ' ■ , ... ' ..,. '::'., , , n't . ',:',:;`.. ",',„1,,,,. • ' - -• ' ,''. .. 4 :',' :2 ,,,t. ;!, .;.• .. • . • ''' ' ' , : l. ' • : "" 7 .' , ' • t • • ''... '',•';' - ,i,,t, „4.. , :t . J ''', . • .., , , 7 1 .•! ' `i',,At ' ' ,. 'i ,.'• " '''• • . , .„.- , ' ..,„ ' . ' • ' '• , ... .. . ,..,. . . . , . • • . „ . , . . . . . . • , • . , . , . . . , . . • . „ . . . • . . , i , . . . • . , . ' . . . . „ • . • , ' . : • , ' ., . • • drawing map 1 CERTIFIED COPY OF POWER OF ATTORNEY • TM O CASUALTY INSURANCE COMPANY HOME OFFICE, HAMILTON, 01-110 No. 30 -046 riniu ■dl c itien by (' Iflese Presents: That THE OHIO CASUALTY INSURANCE COMPANY, in pursuance of authority granted by Article VI, Section 7 of the By -Laws of said Company, does hereby nominate, constitute and appoint: Carol J. Aliment or Patrick Guy Berryman of Federal Way, Washington - its true and lawful agent and attorney -in -fact, to make, execute, seal and deliver for and on its behalf as surety, and as its act and deed any and all BONDS, UNDERTAKINGS, and RECOGNIZANCES, not exceeding in any single instance TWO HUNDRED FIFTY THOUSAND (s 250,000.00 - - ) Dollars, excluding, however, any bond(s) or undertaking(s) guaranteeing the payment of notes and interest thereon • • , OC The Ohio Casualty Insurance Company 130 North Third Street, Hamilton, Ohio 45025 BOND II 3098130 • BOND KNOW ALL MEN BY THESE, PRESENTS: That we Paul Ross DBA: Dirt Works Specialist o 1. 19721 94th Ave East Graham, WA 98338 (hereinafter called the Principal) as Principal, and THE OHIO CASUALTY INSURANCE COMPANY, an Ohio corporation with principal offices at Hamilton, Ohio (hereinafter called the Surety) as Surety, are held and firmly bound unto City of Tukwila (hereinafter called the Obligee), in the penal sum of Two Thousand and No /100 - - -- (S 2.,,000 .00 ) Dollars, for the payment of which well and truly to be made we do hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. SIGNED AND SEALED this.,. 3rd day of July 19 96 WHEREAS, the said Principal has made or is about to make application to said Obligee fo a license as Haulin,g Permi f a permit to } for a term beginning on July 3, 1996 *and ending on July 3, 1997 • (Strike out If license or permit is issued for indefinite term) NOW, THEREFORE, If the Principal shall indemnify the Obligee against any loss directly arising by reason of the failure of said Principal to comply with the laws or ordinances under which such license or permit is granted, or any lawful rules or regulations pertaining thereto, then this obligation shall be void; otherwise to be remain in full force and effect. , PROVIDED, 110WFVER, AND UPON THE FOLLOWING EXPRESS CONDITIONS: 1, This bond shall be and remain in full force during the term of said license or permit unless cancelled in accordance with paragraph 2 below; but if said license or permit was issued for a specific term, and is renewed for one or more specific icons, this bond will be extended to cover such additional term(s) upon the execution, by the Surety, of a continuation Certificate, provided such certificate is acceptable to the Oblige. In no event, however, shall the liability of the Surety be cumulative from year to year or from period to period, no exceed the penal sum written in the first paragraph of this bond. 2. The Surety shall have the right to terminate its liability hereunder by notifying in writing City of Tukwila, Central per,>n ., ,,, ayp,.G.em - E> ,7ginegglng...A.1v..alan (Give name and address of department of official to whom notice should be addressed) 6300 Southcenter Blvd, Suite #100, Tukwila, WA 98188 ten CIO) dw i•n advance of its intention so to do. THE OHIO CASUALTY INSURANCE COMPANY By '/ T v-. 1e.-#1. 2 (. 41 1-44-4 1 -- 14 -"L Carol J. Aliment Attorncyin.fnct. S -3053c — License or Pormit Bond - Unnumbered 70U/ %t111Q1 ,LNJl1 r'r-r- A,I:IVIISV3 WHO XVd Bo :BU UO /i3O /LU CE ■ ■ ■ IFICAI .r OF INSURANCE ., ISSUE DATE (MMIDDIYY) 7 -3 -96 rnooucEn THIS CERTIFICATE IS ISSUED AS . A MATTER INFORMATION ONLY AND CONFERS NO RIGHTS UPON TILE CERTIFICATE HOLDER. THIS CERTIFICATE Aliment Insurance Agency, Inc DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW_ 33509 Pacific Hwy So Federal Way, WA 98003 COMPANIES AFFORDING COVERAGE 206- 874 -2460 COMPANY LETTER A The Ohio Casualty Group COMPANY B INSURED LEI MI Paul Ross DBA: LETTER COMPANY C Dirt Works Specialist COMPANY D 19721 94th ve East LETTER Graham, WA 98338 COMPANY LETTER E COVERAGES - THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR TI IE POLICY PERIOD IHUICAI ED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE EXPIRATION LIMITS LtR DATE (MM /DD /YY) . DATE (MMIDO /YY) GENERAL LIABILITY GENERAL AGGREGATE 31;000)000. x COMMERCIAL GENERAL LIABILITY PRODUCTS•COMPIOP AGG. S L , 000 , 000 A CLAIMS MADE x Occ 1311050662265 8 -3-95 8 -3 -96 PERSONAL& ADV. INJURY 51,000, OWNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE 5 1 , 00 Q 000 . FIRE DAMAGE (Any ono MED. EXPENSE (Any one par son) $ 5 D �/ — AUTOMOBILE LIABILITY �•~' COMBINED SINGLE S ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY SCHEDULED AUTOS (Per person) HIRED AUTOS ; BODILY INJURY NON•OWNED AUTOS (Per accident) GARAGE LIABILITY PROPERTY DAMAGE S EXCESS LIABILITY EACH OCCURRENCE S UMBRELLA FORM AGGREGATE S OTHER THAN UMBRELLA FORM WORKER'S COMPENSATION STATUTORY LIMITS EACH ACCIDENT S AND DISEASE— POLICY LIMIT $ EMPLOYERS' LIABILITY DISEASE —EACH EMPLOYEE $ OTHER DESCRIPTION OF OPERATIONS /LOCATIONS /VEHICLES /SPECIAL ITEMS CERTIFICATE HOLDER CANCELLATION City O f Tukwila SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE 6 300 o f en t e r Blvd. #100 EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO 6 300 i 1 a , WA 98188 818 H MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY oNY KIND UPON THE COMPANY, IIS AGENTS OR REPRESENI AUTHORIZED RoRESE ATIVE ACORD Zd•3 (7/90) . ... ' ' w` ! " • � ' �OACORD CORPORATION 1990 • .. . . ... • • .-: ,..,\O , ., .• City of Tu.' 'ilia f a` tpllefwen I # a 1,_i i. y• " i '‘'i. % Central Permit $ In - Engineering Division ( ' 're ff4 tall 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 PW q5-03EY0 Phone: (206) 433-0179 ''' ttA; ---- fim, *„ ............. UTILITY PERMIT APPyCATIOK, FIECEIVED • jp s..0 to ... OF TUKWILA PROJECT Site Address: •■• 4 t .4— .. di. 5 -- „.„ • 0 ' r. I I 1 1995 AA ATI° ht:":' • Name of Project: orar - ‘-- L.) .....JP Co flema_carruz_ Pro a ert Owner: A j or. -4 (.....— • Phone No.: Street Address: ... •■ < 1 yAmsa. r - II Cit /State/Zip: Lit.) val ":. ■$ En. ineer: ' mg T,A.,..." 4 - . IL .3 - Phone No.: • 4-1 Street Address: /2)09 1411(4y. ' `‘, ■ .c. • City/State/Zip. . - IL. . 1, - REQUESTED flito Curb Cut/Access/Sidewalk 11 Storm Drainage • 'CD Fire Loop/Hydr. (main to vault) - No.: Sizes: 0 f:6 Street Use • RA- TD 0 Flood Zone Control 0 water Main Extension 0Private El Public fug s 03 I Hauling 359 0 ip 0 Water Meter/ Exempt:- No.: _ Sizes: p w q5-03ga) Land Altering :_. cubic yards f Deduct [ Water Only E) / 0 Water Meter / Permanent - No.: — Sizes:._ -4/03 Landscape Irrigation c pw qs_o 3 0 Moving an Oversized Load 0 Water Meter / Temporary:- No.:_ Sizes:_ Est. start/end times: Estimated quantity: - 7/topi 6 et Date: Schedule: , 0 Sanitary Side Sewer- No.: • 0 Other: WATER METER Name: A Phone No.: pp:P:0$1 ::::REFUND/BILLINd: Street Address: City/State/Zip: •:!'O.C'NCI Mr4" T Phone No.: Street Address: City/State/Zip: 0 Water 0 Sewer 0 Metro 0 Standby b PscRI PT" cir 1:::1 Single-Family Residential 0 Multiple-Family Dwelling 0 Hotel 0 Duplex 0 Apartments 0 Other: No. of Units: 0 Motel 0 Triplex 0 Condominiums ___ -f Commercial/Industrial . Office 0 Warehouse 0 Church 0 School/College/University %Retail 0 Manufacturing 0 Hospital 0 Other: NII■0■■4 M ISCEL LAN E OU S ii: ... 'f ':. ■■ ..':.4: El New Building OuS.:::; filitRemodel/ Square footage of original building space: ':.:41■IFORMT.:101,1::1;:::,,,.::: Square ( Addition kolage; Square footage of additional building space: :.. :::::..::.::::„. . ::,. • . :::::::::::,,,, . :•:::::, King County Assessor's valuation of existing structures: $ Valuation of worfc to be done: $11 4....,...., 1::pgi3EBCERTIFY:171 i!tiAVEI;PEAD.,:ttirs)A000,004:400:10Sei:WiT.OWOMillO:ili4*:MAPAE.O* ApplicantiAuthori MOM" Contact Person Ag i. - r": imakainii. eN.JIP! (print name): 51 Address: Print Name: c,.. s r„;.., g . Date: 1,1 ).,.... jo pit Phone:47ZZ --15 O c Phone: _ __ _____ _ Cate Application Accepted: v - 2: ... (___.9,S __ - Date Application __ 04/22/92 vJ1LA, �,, , • i o ` F City ty of Tukwila l la John W. Rants, Mayor �` . , ��'• f ! z . Department of Public Works Ross A. Earnst, P. E., Director NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING � DATE: May 2Q 1996 SUBJECT: PEARL BUILDINGS 405 Baker Blvd Project No. PRE95 -013 Plan Check No. B95 -0402 Activity Nos. PW95- 0380,0381,0382 and 0383. Contact Person: Bob Fadden Phone No. A206) 325 -2553 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON A ,7,23'-, 1996: go NAY 20 Permit Fee PW95 -0380 Curb Cut /Access /Sidewalk $ 25.00 PW95 -0381 Land Altering 174.00 PW95 -0382 Storm Drainage 25.00 Total: 224.00 ..j THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL 7- ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. (This information consists of a copy of Certificate of Insurance coverage (min. $1,000,000) naming the City of Tukwila as insured, a bond and 5 copies of the haul route map). PW95 -0383 Hauling $25.00 Two copies of the confirmed Utility Permit Application Form and approved plan are included in the building permit file. If any • questions, please advise. JS /jjs Attachments a/s cf: PW Utilities Inspector (w /copy of application /plan) Development File (w /copy of application /plan) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 a Fax (206) 9313665 • ,52 t (it i John Rants, Mayor % t' �. � ;���, _ City o T ,: Department of Public Works Ro John W. A. Earnst, P. E., Director ....•..0 "190 r 8 - NOTIFICATION TO RECIPIENTS OF. PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -0179. This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit condition and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace non - conforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITY INSPECTOR, MR. GREG VILLANUEVA, WHO CAN BE REACHED AT 433 -0179. Your cooperation in this matter is required and appreciated. • • 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 4330179 • Fax 12061431. 665 CURB CUT /ACCESS /SIDEWALK Permit No: PW95 -0380 Issued :. 06/24/1996 Status.: ISSUED Approval Letter: 05!'2_0/1996 Project: PEARL BUILDINr3S Expires: 12/21/1996 Site Address: 405 BAKER BL Location: 405 BAKER BL Parcel #: 022310 - 0067 Watercourse: Wetlands: Slopes: N Sewer: N/A Water: N/A :ontr• actor License No.. 'NANT PEARL BUILDINGS 4304 HUNTS POINT RD, BELLEVUE WA 98004 !NER PEARL ALVIN S +CAROLE R 4304 HUNTS POINT RD; t '/A'':981104• 4GINEER BUSH ROED + ,Phone: 206.323.4144 2009 MINOR AVE,. EAST, SEATTLE WA, 98102 )NTACT BOB FADDEN'' '`}'' _, °' ', ' - "- Phone: 206.325.2553 130 LAK;C• IDE #2 SEATTLE, "`WA 98122 6 k k k k •k •k •k k 'k •k k k * * k *•k k ; A q '#i •k •k * * •k *'k 'k ,k„ k * k k k •k k k •k 'k •k * •k •k * •k •k k 'k k k 4 k * * 'k 'k k 'k 'k 'k * * k •k •k •k •k k •k k •k * k k k •k k k p rs " Additional Perm'i,t,vDe$cr• i p.ti on CURB CUT /ACCESS/' IDEWALK;; Existing �,qu.ir" Feet. �'', " " -.,1 Additional :square Feet: ry New Sq }!are Feet: r, Iri_,pec,tlon Fee: 15.01.' Acct No: 000/.342.400 Plan l.'•heC kFee 10.00''' • - Acct No" ` 000/ 345. 4'30 TOTAL FEE` • :: 2 . 5 0 b . ; t i rt •sing CountvtValuaeion •,... ; ,tsa cI V4lue..ol Construction : .00 k •k k k A k k •k k •4. k 'k •k k k •k k" •k 'k''k •k •k k •k •k 'k k k k •k k k'•k ` k •k 'k •k •k''k •k M •k 'k •4 'k k •k k k •k •k •k k k •k k •k k •k •k k •k k •k k k k k k •k •w k •k k k k k k I r'ie rehv',a' 'Ccept : th i . permit 'agree to %abide all applicable sect ions of the it City of Tu►wi1a`Munic1pal" l;.'ide; ,'We:agree`'that the City of Tukwila; shall be held harm,lers ,fors al) or a ny' n`laims arising as a result of thi 'project, Permit_, wh.i lapsed beyond the erpir ?at.ion date shall requiree r • e -:app l i c:a,t i,an an;d' ssuance of the p,ern i t,:'through -,the • C i t y at an; :additional fee. i' r1 1 g 7 THE APF'LICANT',MUST NOTIFY THE CITY ]GNSPECTOR'',OF COMMENCEMENT AND COMPLETION OF WORK; AT LEAST 24'.HUURS::IN ADVANCE•.•! TO SCHEDULEAN , INSPECTION CALL 433 -0174, S i g n a t u r e : <. r��`'�. e.c.- Date - k kkkkkkkkkkkk k kk' k• k• k• k• k• k• kk• k'k' k'k'k• kk:k'k• k• k•kf rk' k• k* k• k• kk: h It* k '* 'VI 'kk -It kkkkkkk'k•k•k•kkrkk APPROVED FOR IS' UANCE .BY: JJS Issued By: ; ,. DaCe.: JftF1C. 911 Authorized Permit Cenirer' u :•:;, k k k k * k •k k k * k * * k - k k •k * •k •k •k •k •k k •k * 'k •k •k k •k •k •k ' k •k k'k ' k k !M 'k •k 'k k k k •k * •k •k •k •k ' k k •k •k •k •k 'k k •k •k •k ' k k •k •k •k k k •k k •k k k .k k I hereby certify that the permit holder whose name and addre_,s appear:; on this. record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date . .. ...,.k. n...:4 . .v . CITY OF TUKWILA Address: 405 BAKER BL Permit No: PW95 -0380 Suite: Tenant: PEARL BUILDINGS Status: ISSUED Type: PW -CCAS Applied:, 12/11/1995 Parcel . #: 022310 -0087 Issued: 06/24/1996 k •k •k 'k •k •k •k •k •k •k 'k •k •k •k •k •k •k 'k •k •k * •k •k •k 'k •k k 'k •k •k •k •k •k k •k •k 'k •k •k •k •k •k •k •k •k •k •k •k ,k •k •k •k •k •k 'k •k •k •k •k •k 'k •k '* 'k 'k * b 'k •k 'k •k •k •k * * Permit'Cunditions: 1. PRIOR TO FINAL SIGNOFF APPLICANT SHAL PAY $ 3.433.00 . TRAFFIC MITIGATION FEE. (EF R;TQ 2 OF TP & E. Inc. • TRIP GENERATION DISTR•IB ItbN - " htiOliT.IGAATJI•,ON, REPORT, DATED OCT 23;, 199, )" ZEPA E95- 00 # 1 . ,, p N n a i, N: • :. 4: 4, 4 ) 6 c+ 0 4 " 7 :0 , P# )) c ■., , 41,2 p , ,,,,,,,,„, r • Ar.1 ; 4 044' 4, 0 ,.10 . ilk 'v,!,,,Il p ,, , \:9,t}?„*„ A V P..r ti +lha. Y• �\ 4 4 )1 , . 'D 4• , 'tc,,, - c,k' � � i 6�+ ..d•�^••`Y vN� mow '..r1-- ��, ':1 /yS'!�:;� 4 e +� t » 'J P. , 06 0 � . / by `�', .» .,..•,} .� . � � �'T"`1t�• •'i kb + 1 __ t }' '"6 , . -""*.) jjy,•s•. r 1 61 I "— 9 % oto , ?ii ay �� 4 y t , y j} \! ii G • 1 , j ���Jf N . N ‘411.* Ri? , i'., :4; ''N,kA 41.44 +6 Ce' OSI?;::: //,''''i \ t ilr 'ib ‘. ?; 4 . .,.4 0 4:' , • ; t; h-,'• ,• ja0k, . � '+ 7ti,. ti �� `�`+ . t ` t•' ..--' • • .. . rri-porpniq L ( ... LAND ALTERING Permit No: PW95 -0381 Issued: 06/24/1996 Status.: ISSUED Approval Letter: 05/20!1996 Project: PEARL BUILDING': Expires: 12/21/1996 Address: 405 BAKER BL Location: 405 BAKER BL, BETWEEN TWO EXISTING BLDG'S: 401 ft 405 BAKER BL Parcel #: 022310 -00117 Wetlands: Watercourse: Slopes.: N Contractor: License No.. TENANT PEARL BUILDINGS 405 BAKER BL, TUK•WILAE•WA, OWNER PEARL ALVIN S ±C.AROLE. :.R' 4304 HUNT'S. POINT" RD, BELLEVUE WJ 93004 ENGINEER BUSH ROED .•+ :;.HITCHING;. Phone: 206. 323.4144 2009 M1'IOR AVE EA'ST $E'ATTLE WA 98102 J. CONTACT BOB ,,FA :,. - ' ' ' • Phone . 206.325. •'553 130; }} LAI':ESI E1 #125, SEATTLE, WA 98122' `' kk• k kk kbk* kk• kkk kk' kk• k06k•*k' kk*• tkkkbk Ai *k•kbkk* * k• b'k•* Additional De cr"tption: ' ; \ LAND /ALTERING .FOR �C0N'STRU yOF NEW PARTING LOT BETWEEN TWO EXISTING B,UI ,L'U1NG..: ° 401 BAKER BV''AND• �•'.. 405' ''B'AK;ER AND ENTRY + LOADING DOCK.. A WETLAND, '` (AB0IiT 4 'SF) WILL BE LOST, DUE TO NEW PARKING ,,% CONSTRUCTION ;,- APPLICANT HAS' . TO' PAY A FEE TO THE: CITY OF TU1 WI F, LA IN "THE AMOUNT UF. $2,8 FOR THE `''' / LIA P USE 'OF CREATING NEW OR, CNCHANCING' EXISTING � •'`� WETLANDS WITHIN THE CITY, OF T1(I• WILA -: REF SEPA ; „ , E95 -0033 +L0NDITION. 'VOLUME' OF `CUT -590CY `,. '.; 6F, F• VOLUME UIL�L, =30001 Y AF�D'';TOTAL' ,VOL"`'UME- 3590 ` 'A .`, .. ► Grad i ng: F,i. i ll ' (Yar•d1;1) -Cut 59 F•1 1 3000 TO'ta 1 " ' !� 1 F'erm \Foe ) „ , :' 4 144.00 b t Account Nei :: 4011 • /'322.'1411 Plan Check- ee 30.00 5; .,'� F �, Account No : 0110. • �i#'� 4 Other.'. / ' Account No. 000/386.'904 Total ' 'e`es. • 174.00 I ' Valuation: 00 k k k k k k k k k k ' k k k k k* k k •k k k k . * •h ' k k k ' k l k k •k •k k k k k k k.•kck •k k •k k ' k •k k •k'k •k k k* k •k k •k k •b k k •k •k k k ' k k •k k k k k k k k ' k k I hereby ce, tii v that ha and examined this permit and now the same to be true and :ct :orrect`:, All provisions of .Taw and ordinances governing this work will be complied with, whether ' 'Specified herein or not. The granting or this permit does to g authority to violate or cancel the provisions of any other, state or local 1awS regulating construction or the performance of work. '' IL to Sign for and obtain this Land Altering permit. This per.1)i,t. :shai1 become nu11 and void if the work; is not commenced within 180 day: tram; -the 1 da of i ssuance, or if the work is suspended or abandoned for a period of 180 days. from the last inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMENCEMENT AND COMPLETION OF WORK; AT LEAST ' HOURS IN ADVANCE. FOR AN IN'SPECTIOON CALL 4 -0179. i g n a t u r e : 4;‹ - -^�"�c �= Date: �� `” --'V - e k k k k k •k •k k •k •k •k •k •k •k k k k k •k •k k •k •k •k •k k k •k •k k k •k •k :: k k •k k •k •k •k •k •k •k •k •k k k k k •k •k •k •k •k •k 4 •k k k •k k k k k k k •k 'k k k 4 k k k k k k APPROVED FOR ISSUANCE: JJS YA Le I: sued By: Date: ��Ihe' -1 -1-.)( 61° U , Authorized Permit Center Signature k k k k k k•k•k•k•k•k k 4 *•4 k•k•k k•k k•k k k•k•k•k•k kk•k•k k k k• k k k k I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the 'tandards, and conditions for this x . ,• v y ,. � .y C ITY OF TUKW1LA Address: 405 RAKER BL Permit No PW95 -0'381 Suite: Tenant: PEARL BUILDINGS, Status: ISSUED Type :, PW -LA Applied: 12/01 /1095 Parcel #: 022310 -0087 • .Is=sued: 06/24/1996 'k •k .k •k k 'k k •k •k 'k 'k 'k •k •k •k 'k •k 'k •k •k •k •k : k 'k 'k 'k 'k •R 'k 'k 'k 'k 'k •k 'k •k k •k •k •k 'k •k •k k 'k * •k •k •k * •k •k 'k 'k k k 'k •k •k •k •k •k •k •k •k •k "k 'k •k •k •k •k 'k 'k 4 Permit Conditions: ' 1. Temporary erosion control measures :hall be implemented as . the first order of busine s•�• o.�, t•et�en sedimentation off site or into ex i c t i r `• +Or `,4° - •`., .. j .40 - 11m dr ' a.i.'nagi .i�qe i -lA,t i e 2. The site shall l ha :u�:e rm'anent erosion bdT'i r;ii;;l : ....nieasur•es• in place as soon u�asib,1a a an •' e 'f iia1 �9r' cii1•r l%i s= been completed . ;��ior• t '1. ip a1 I'r spe d ` ` ,` ' :. PRIOR TO 0.Q ,I 1 RUCTUI N E1 OWNER Ol ! A� y''LETTERS : FRUM Ik .. � r t. , s A pal THE ADJA' PRO. E0 J RQV,IJ4G 0FF'=r�T'TE GRADING , SEE N O T a r ® "' ' w ii 0 se, r { yj } � 4 . tell f o \ t .j� ` +1 t • Y t E 0 ° 4.' kl.,,, ( c .y A.4:4. W, Al . J .ree,:,,, 2... • : : ,,,,....... 7 \A .),,--.--.4 uk, , .:. rier: i ‘ l is t .....,.- .t ' 4 - ' , 4,0,,% : ii." . - 4 I N \ . 7 . , ,6 e‘'1 ;tti' ., �� . {a: toy s).. 4, L \ j Zt a �� V* Ya 4 ,4� LF SA 11 ' t , � ¢ - •k b ►ma c \:,,,, . t l , li t % NN `1 N s. €�/ "" 4, iii d , � _ Y,' '4 . + �' e.,,' • , M b /it, (+ tit �h "it - ..i . • { STORM DRAINAGE Signature: . -- G ate . - •.2 -- �, b k 'k k k b * 'k 'k k •k k •k •b k * k •k k'+1r b k 'k •k b •k k 'k 'b k ' b * * ' k; b !k : k * •k * •k k ' k 'b •k •b •b •k b k k k k * 'b k 'b k * k 'b b ' h •b b * 'b k b 'k k k ' b •b * APPROVED FOR ISSUANCE >BY .1JS Issued By: }L(4446‘' , - _ - - - -- Da: � dune •. & Authorized Permit Center,,'sS;i , kk' k' kk bk• bk• k' k** k *'b *•k'k *01**k*kk•bk* **A k K` k• k*• k* k*• k bk kk b*kk*bk*bk*bkk*•kkkk*kk•b*bk I hereby certify that the permit holder whose name and address appear:; on this record has satisfac;k:ori 1y met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • A= • ,' ( . . • CITY OF TUKWILA Address: 405 BAKER BL Permit No: PW9S -0'382 Suite: Tenant: PEARL BUILDINGS Status: ISSUED Type: PW -SD Applied: 12/11/1995 Parcel #: 022310 -0087 Issued: 06/24/1996 * 'k 'k 'k •k •k 'k 'k 'k •k •k •k 'k •k 'k It 'k •k * •k •k 'k 'k 'k •k 'k * •k •k •k 'k 'k •k 'k •k * •k •k 'k •k •k * 'k 'k 'k •k •k 'k k 'k 'k 'k •k •k 'k •k 'k 'k •k * 'k 'k 'k 'k •k •k 'k 'k M •k •k 'k •k 'k 'k Permit Condition.": 1'. Temporary erosion control measure: shall he implemented as the first order of bus i ne:,.... Guy ,pre.ven,t sed i men tat i on off- site or into ex i st i ng�„ s�#: �cir t i es . 2. The site shall have`" "per:marient erosion'" don.tr.;a;1:•...mea , ure_. in place as soon a p ss i b l f t`er t 1 a l ► ray n �h'a... been Q.,�, fr . ,. t t�' A r.. ^ ;• completed andg..r,�i or tt}, ; I el Fib }ta 1 I. pect orb . ti+ 1 , CONTRACTOR. ij L'L FIX RODF' DRA'I'N': ON� iTHE itti I 'H y SIDE. , r r w &`« r m ss `; + WA LL OF B0rH 'BUrL MAI NTENANCE" 0F:; #THESE0,, ROOF DRAjN IT , 4 CA'�LISING TORM 60Aff PCEg.eROBtEM'3 .�. '''';V4' ., A O/ 4 4 4 rkav9 6 0 '3 ,�R k , ... .- 404: : .1 : ---- ..,„._ G , 1777 v, ..., „,, 0 \ `'''.---..., ...›.,, ."'" / ..'"'''' t 4 . 1 -- :"ZZL e' ' 0 i \, --re-- „/ /..„ , t ii "sty °' ' �."'.`- .... y„I. J kkVaiiittl t 3 0 ( j i , L....4_1 4 . L it rl 0 ri > ' y's *---. '"-. -''' u 1,,, 4) \ 1 (4 5 1 0 ".•''. I ;,,.. \ ‘,. ,, \--, „!, ,1: ,:, , , ,,,.. i „4 . ,,,,, 4 1i Fg '\ �r ir X 41' 6 i;• s .. ,i •y ` l�t��',q,�� y � '�fa '�' SAY 0 v �v `fir` ,,� ,'' a '4 Vii•, i ,. /r''',..2 ' , :, ' ~ at t' n ... • • Pw Rs- 0313O t 03'62, ..-- " w,; City of Tu Gila App. #,P'R .G - O t- - o ~ central Permit System - Engineering Division .,,,, i o ; 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433-0179 I V• 5 /W . rsog s UTILITY PERMIT APPLICATIObl OFTUKWILA ..:.. 46 �� ' F� -1 .17-A-07 1 t PROJECT .! ' .'�' Site Address : 4- 995 `. INFO RMATION < Name of Pro ect: /de • rr -t).► • • • Pro •ert Owner: A ( P '. l.._- Phone No.: Street Address: 44v,e ,`it, i ___.., • Cit /State /Z.: ; ; Engineer: 'j* �11b7 4- ilarait Phone No.: ' ��f '- 4-144 Street Address: r - 4 1 b .i. . Cit /State /Zi • . 0 - Y[_. .: 1 OZ Contractor: N/A Phone No.: Street Address: Cit /State/Zip: King Cty Assessor Acct #: 0.j d ontractor's License #: 1 , A Exp. Date: PERMIT <: ❑ Channelization /Striping /Signing ❑ Sewer Main Extension El Private ❑ Public • RE Q UE STE D ;Curb Cut/Access /Sidewalk K Storm Drainage Fire Loop /Hydr. (main to vault) - No.: Sizes: I* Street Use • Pw ` �5'n3g 0 ❑ Flood Zone Control �, N ❑ Water Main Extension ❑Private ❑ Public fulls . -0381 Hauling 35'9 0 4/Q ❑ Water Meter/ Exempt: -No.: — Sizes: ?t 95- -0382► Land Altering cubic yards Deduct ❑ Water Only ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: — Sizes 57 20/ 94 ,�yl ❑ Moving an Oversized Load ❑ Water Meter / Temporary:- No.: — Sizes: U� Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: `WATER,METEFi:;; Nam e: [� Phone No.: DEPOSIT/ REFUND /BILLING.:: Street Address: City /State /Zip: :M O NTHLY; : <;« ;.: > Name: ' Phone No.: SERVICE <;' > <'` > > >' : BILLINGS':TOs `` :: Street Address: CIt /State/Zi•: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCRIPTION:'OFPROJECT:> ❑ Single- Family Residential ❑ Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: _ No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ig Commercial /Industrial 'g Office ❑ Warehouse 0 Church ❑ School /College /University ►Retail ❑ Manufacturin ❑ Hospital ❑ Other: ❑ New Building Remodel/ S :;MISCELLANEOUS.;: quare footage of original building space: i..:INFORMATION'NN Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of worts to be done: $ t �� dpp 1 <HEREB Y CERTIF . THA T: : HAVE: READ; THIS APPLICATION AND KNOW: THE SAME; TO 'BE > TRUE AND . CORRE'CT , . Applicant /Authors Contact Person Agent Signature: (print name): S Print Name: z 7j ()(J Address: Dom:. 11 I 490 AS Pho ne: - Ph one: Date Application Accepted: 12 I 1 ._ Rs Date Application Expires: l57 / _ — ._ ` _1 . 04/22/92 I 1:;: . ,:,; •r 6, '.t..:., ; 'i. , „YrvaR0;`` < F, ; ? :t �"7�`i••�9"" ".T"r 7 X71 i� 7 =7,7 77, >;,.,=,:. r • :,. ..., w. , . .. '�,.. '!i+ '� =` i r9 }iS, :.7 t.i L' '(t ; -!.' ',. P:� ..a * <e,,• f . 1 • • GENERA 373.59 *•Ak •Ah•k•kA***kkA•kk *4..**4 A *k•k AkAA•kA / r•• k* * •A * * *Al.Ak* *****44* **AAA {ii1 TOTAL 373.59 l :1 Y OF 'I•I1KWl:L.A. WA - CD.2 -. 1 hi(•1tN:iMT.T CHECK 373.59 kA * *lr•A *A*Ak$r* *4A•k *** * *• h,w k, 4AA*• h• kkk Ak• k*• kkdr41%**A**Arti*ir•AA*A **4** CHANGE 0.00 TRANSMIT Number•: 94003298 Amount: 373.59 1.2/01/951fi)M 123 0436A000 15 :38 ! Payment Method: CI•IECl( Notation LANCE MUEILER Snit: S(4C Permit t%o: B95-0402 402 f ypt?: 0 13L17G BUILDING PERMIT • • Parcel No: 022310-0087 Site Address: 405 BAKER qL . Total Fees: 9 a This Payment 070.59 Total ALL Puiti: 373.59 Balance: 5?9.25 • • k**• 4 •Aka•h*k ** *k0fib•* * *A *.'*•k* *114 * * *AdA *tiAk *P. * *•4 * *4*• * *4 * * *.1 * **4*kA* 1„ Account Code Description Amount 000/322.100 OUl:l.t?l:NO - NONRES 373.59 • ....,. ..,r_i.,z _. •�„r ,..., .t..(:.f„h_.br :,. d...•... . . ,.. ... •... . ,i.ettrr c *:;;. � ,ttY _, ,. ..__-, ,,e..• . , .. .. t :.. -e.k. ..'PFt .^.I /.Y:A + .. . ,S. ;.,.. 1,tt i 5 r 11 1 % /tA•A *4r *•A *• A.*** 1.•• k **AkkA*A **k.kkk•t***k*•f * *! ?A *A *h'klrhkkA *kA ** CITY OF J•UKWILA, VJA j5 - 6 71 1 1 02 ' TE<C(N;iP'iIT *:IA• * **A**A * *** * *11.h*k ilk' *1klrAN *kk*,k *lrAA* *A;1*A* *A ** 1RHNE3MIT Number: P.9600460 Amount: 25.00 08109/90, 12:01 Payment Method: CHECK Natation: ALVIN PEARL Init:. MI V Prrrmit No: PW9(' -0232 Type: PW• -rLH FIRE LOOP/HYDRANT Parcel Na: 022310-008 7 Site Address: 405 BAKER UL Location: 405 BAKER UL Total Fees: 25.00 This Payment 25.00 1 atal ALL Pints: 25.00 Balance; .00 ' Aa1* kir AA **Ah.AAkAlcA,A-1•Attirilrl •Alt* *A•Mat*k** *ileAvv%Ihl•fiA•7 *41.kA4r11 *11011stc *k*A*Agv Account Cade De$criptian Amount 000/345.830 PLAN CHECK. -- UTILITY 10.00 401/342.400 POP FEE FLH/LI/WME 15.00 , f' 2065 08/12 ' TOTAL X25. •-�i 1� 3 � . i -..., i t -- q"....""r....H. . s , . ,.., ,,. , , . , „. , ' ,Z'' e C ■ kkA**b*AtA40.**i4AkAltsk*O—A,AA**ItAk*Alibikti cm/ OF TUIMILA 14A -c (. ntANSPIIT A*4*AllAkAtAAA**Alf*A*A**itlitA ii*AhAOAA**A*It****1,44A*k***A**A*Ail TRANSMIT Number: 96004025 Amount: 2 06/24/9G 10:58 • Payment Method: CHECK Notation: LVIN S PEARL In it: KOP Permit Na : B95.0402 lype: fl-BL)( BUILDING PERMIT Parcel No; 022010-0007 Site Address: 405 BAKER CU Total Fees: 7 This Payment 2 Total ALL Pmts: 0 Balance: 4 • A4.1,4**.A**A***A4**iii0,**A*11****A**1■*0 Account Code Description Amount 104.367.000 WETLAND MITIGATION rEES 2 0697 06/24 9617 TOTAL 2891.00 •:r ,t.,';.a }'<. r •s? s t' , : .r> '.;i �' "z. s t :+ I.a• ;:, s ' . . ' r' : r• t t y� Y . t l** l A• *A * *t4 *et *•A51 ** *A *t * *.kt *.l * Ilk *d, *tt*tl* *A *t4 *� *•A tk* A•As1*•*l CITY OF TIJY,!VI!_Ar !�1 '3 7 LI P ' 1 TRANSMIT *A'0* * *A *A4,,k 4•k** * * * *A* **•A• *, ** TRANSMIT Number: 98004326 Amount: 4~012.25 06/24/98 13:59 Payment Method: (:HECK Notation: ALV3:N S PEARL 'nit: KJP Permit Mu: 1195.0402 Type: p BLDG BUILDING PERMIT Parcel.-No: 0223100087 Site Addr euu: 405 RAKER UL Total Fries: 7 1 i si Payment 4,012.25 Totacl ALL Pmtu: 7,278.04 Balance: .00 **e1*** A** A .A.&* *a* * *04A * *t4*4%% * * * * **0Ai0 A * k * * *s4 *•AA *A*AA*o1* *k4 *•k*• Account Code Description Amount 000/322.100 BUILDING M0NRE9 201.1 000/345.4330 PLAN CHECK •- W0NREG 373.39 000/386.904 STATE BUILDING SURCHARGE 4.50 104.367.000 TRAFFIC MITIGATION FCES 7.4' 3.00 0698 46/24 9617 TOTAL 426.45 E '.. �;, t i: pt n1a%",. .i. �1:• ;w na .. ?, r`.r-. • 1,'Y'` + r ,p p.m.(�'Y1 r' 1, r.'�' N ..! ��I * *A **b * *A * *at *t'tP * ** *0% * ** ** * * * *** A** A* *A *Ak * * * ** * * * * * *: ** *i** *}t* C 1:TY OF TUK3WILA. W TRANSMIT * *t * * *A40*AA** * *A* * * * ** *INA *A * ** * it A *',4141,A *** *•A * **** *** "*Aih•* TRANSMIT Number: 96004332 Amount: 25.00 06/24/9G 16:03 payment Method: CHECK Notation: ALVIN 8 PEARL Ir►it: l4EV Permit . Not PW95- 0Z3E33 'rupee PW -HAUL HAULING Parcel Not 0223/0-0087 Site Address: 405 BAKER i31 Location: 403 BAKER 1l. Total gees: 25.00 1his Payment 25.00 iota' ALL Pmts: 25.00 Balance: .00 * 4• A*• A**** lt* h. AAA .A *A *** *A••A*A*k ** * *il** *A ** *stir* ** *+ki *A * *A *A** *A ** Account Code Description Amount 000/345.E330 PLAN CHECK - UTIL]1Y 10.00 000/342.400 INt3P EEL - UTILITY 15.00 fc# Oti ( 4 0 la /C1 r t 1 e R j }' 7 . •; of .a • h•.6= , �. ',:�: �,� , yA1. J t ; 1 � >� i •c ... r t 1, .. . x .ti • 0 1� y • hAh** A* A* A* h**/** k** kk** A***A* h• h*• k kA•* ***kk* * *AA *AhA *AA* *A*k * *A ** CITY OF TUKWILA WA -. ittANSMIT *A • ir•kk *•k *•A * *h **-kkA * *k•k• *-F•* h** k•k• A k k •ie4A*A *A**A *k*Akk *h*A• k TRANSMIT Number: 96004329 Amount: 25.00 06/24/96 14 :0E3 t payment Method: CHECK; Notation: ALVIN PEARL Init: 'MEV ' permit Nn: PW'35 -0352 Type: PW -SI) STORM DRAINAGE Parcel Na: 0223 Site Address: 405 BAKER HI. Location: 405 BAKER DL, BETWEEN TWO. EXISTING BUMS: 401 Total Fess: 25400 This Payment 25.00 Total ALL Pmts: 25.00 Balance: .00 *st * **, l•k*t4.F**s4•k•AAA•h:t *$%p* r*d rl4*t Afir1• de• kkA• h**k *i•kk**•kik'k.ltkA**** Account Code Description Amount 000/345.£i30 ELAN CHECK - UTILITY 10400 412/342.400 INSP FEE - STORM DRAIN 1 15.00 f o(As (plaq loco 5 { (:) (:) lihA*4*AliA*****Aith******k******A***AA**4*A**1 CITY OF TUKWILA,. WA kA**** kA I R 4r.41.14.41,-.4 .vit-k.k*ki r hiAa. 1r 417;1(1) TANSMIT /t. IvicA*A ir+.1 r A k * t• * 1RANSMIT Number: 96004320 Amount: 174.00 06/24/96 1407 • Payment Method: CHECK Notation: ALVIN PEARL init: MEV Permit No: PW95 -0301 Type: PW -LA LAND ALTERING PERMIT Parcel •No: 022310-0007 Site Address: 405 BAKER BL Location: 405 BAKER BL BETWEEN TWO EXISTING BLOGS: 401 Total Fees: 174.00 This Payment 174.00 Total ALL Pmts: 1.74.00 13a4nce: 4, A**iitit******fi***A****AkA*114*vtA**.A*A****A**A***.A*hi)1A*A**AA*.A11** Account Code Description Amount 000/322.100 3U3LOING NONRES 144.00 000/345.030 PLAN CHECK - NONRES 30.00 .i,Sf.. rr1. '!. .. ;.�,. !r•••'r' .,l. ik , #. c !•sl .. :.,�.rc y ,'aJ aycl .,! , 1 ', i •S •,v ..f n .n 0 . • ` 44(* kkkhkk4ekkAhkhhhAkAhkA }k • irk kk: kk• khkkAk kk•hkkA•k*•A•hkAkhkt CITY OF TUKWILA. WA G6 - TPAN6MlT Arhk• Al tkA • •k•k�1 • *Akick•kk*Ii*AiriAv's •14. A ** • k' 1*• h #l•hAkkio..14rAkkk*A **Al•h TRANSMIT Number: 50004327 Amount: 25.00 OF! /24/:i6 14:0 t?eyment Method: CHECK Notation: ALVIN PEARL Init: MEV Permit Not PW95.0300 Type: PW-CCAS CURB CU /ACCE$ 3 /S1DE Par-cel Na: 022310 -0087 a ite, Address: 405 BAKER Hl. Location: 405 BAKER [IL fatal Fees: 25.00 This Payment. 25.00 Total ALL Pmts: 2.00 Balance: .00 k * *1t* 4**l * * * *A *A kA* k * *h!h*0 * *As4 *AA k* t4•k*A *14 * ***A•A' Account Cade Description Amount 000/345.030 PLAN CHECK -. UTILITY 10.00 000 /342.400 INSP FEE -. UTILITY 15.00 lau� R *b(pq, lo 1 INSPECTION RECORD �,,,` Retain a copy with permit -�� �t - INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION �N+ :,./'..‘'•".'.' • • ' F 1 INSPECTION RECORD r...• , . Retain a copy with permit / , INSPECTION NO, PERMIT NO, 7 ..• CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ' ' `' Project: Type of inspection: 1 G cd U �car � ' C i r_0_, Fi noi Address: Date called: . ; ,..'. -- �,,,) = C = ! h C p O e I t z_ �5'o�0 ii INSPECTION NO. J P' PERMIT NO. fir CITY OF TUKWILA BUILDING DIVISION A r 63 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: S Type of inspection: a � � 1 '— ' (...?,4 An o �! `'7.r i I i nTLA J Address: / Date called: &cat... Special instructions: Date wanted: J U / /0 - , (0 ant "' p.m. Requester: / Phone No.: Approved per applicable codes. 1 1 Corrections required prior to approval. COMMENTS: • f. -it... S.(C, .30 0 C WA • ST. VtAGt... Co.0.4 - 1 P A (Ai t.0r I J C i . S " ( A S n D roof.- i14* i t V A I rt..' « 011-445)LiZ t L s.fntL Nf -.�Aa ex<.1 - . ACT-- k Boca ra, C -, C A•PAzi.k o l=N414u.ss1136 As" J.& t4SC" Z6 CF►l■ It 1 NATSiO�. 114r.S F C4-vor'Y+►1 I S A . ` rNI S (Zc- u t,A - n4 0 AePI. rES wMl AIJ e IAti,ST - Irk PI C1CCt=��S (0 t0 (;7•SCr il Inspector: Date; I J $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must _ be paid at 6300 Southcenter Blvd., Suite 100.. Call to schedule reinspection. Receipt No.: Date: A.,4 ,. ze4... b..4. W.+:tif&SittiLikjt, cei_3?.e.a.ter . ;z213.1%&..la_,1i iii_ - k..,r ,?^. .,- ..... w1.41 1i....,. _. x . . • • • • ...... ... ... .,...,..,, ,...r.., ■ ........,» ,alf 9», rut�n.T.,-0; •.r:TCVOrs,rnzurrxeto.F.0.... 14rn.:•:x;;»+t° sera + ;f rfri *slAts«±rst; t "•::R'.k37Y.ti�r; . R 1 INSPECTION RECORD � etain a copy with permit ' �0 " Oig0 INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter ! Blvd., #100, Tukwila, WA 98188 (206) ,! (20 . 6) 431-3670 Projecy i oo'� V-6AZ i RE'' TY WIAl Q(• P iN AL,., r•: Addre ss: n � Date called: �� I , .,. Speci in structions: Date wante :10 - I q - 1/ R p� �O i 1? {V, e g I �u ��� : • I ■z Approved per applicable codes. 1 1 Corrections required prior to approval. > . _ COMMENTS: r' I, . L.:. 1. ' f ! f= : 4 ! • ! r. � . a A' p d .fr • ' ..a r a.4 ',i,. . • F . s r * � t } v c y ,4'T{J ' q-e } .. t y�.s r t i • • t t k b q " t �?`� '4. �n 4 t •• f t 4'} I : 5 J' G� : 5 xY ��a r r).. .'1 i .N �Tw f • • Inspector: J CC: Date: / // / ? y � Ax 4yj 51K i } �� 7 i, et • / _/ ��� G /r/ h k ii,:1 '. r -t �+ t t ' °t a r Y . r^! T n,K t Gr re-- 6 / a� .`'tt `� •r ,. iM ri ' t § Y J ` ', k 's Jt�`I i t `1' 4 � g ,k ° t t t ,.,,...;t R`S4,f., . 1 $42,00 REINSPECTION FEE REQUIRED Prior to inspection, fee must . : ` ; •� ' zrr , + } k ` ;,, , ` 4 be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. -�r Kti' :r `f. ° iti ?' fY v r. r ` ` r,0 , . yr t t ' y mo .r s T b ,rt > „!f L Recei t No.: Date: ° ' ,' x p § ► ,. KFji} i i ,, v rb } �raT w 4 t t r l ' k 1 q 1 ¢�ri T irk •rr � ;t . i ,1 f .f a w , t { . a 4,f ' h” �; 1 tt t . wry,rk }q. trX,2 � ' } k; F , 3 . , 1 . , . • _ r_1 _.l •l! ,.. •,h .., .,.,... ,:.: .... r ..e . lw .L L yy a -r.� r s3r .4,u}+(.Jn . .'1 r . . a t ,... ,. .b ,,,,..:.11.;•''A' / : j. \ }�{ -* 4"t44-,/..';.'•:4 ,r ., 4 41. ' r .,( F µ 5 4 : 4 14 ar t &�fg y .. . , . • l jro , • INSPECTION RECORD W Retain a copy with permit , t � 'Q , f. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 '� *\116,(206) 431 -3670 I Project: Tpe Addres ; Special instr uctions: Date wanted: - r . g - 30- 9- ' Requester: Phone No.: K Approved per applicable codes. ( 1 Corrections required prior to approval. COMMENTS: { 1, Inspector: Date; , $42.00 REINSPEC N FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection.,. Receipt No.: Date: n,u a al 4 -div INSPECTION RECORD J �r� Retain a copy with permit 111111,;«,- ' , ,to INS ON NO. PE MI'rN•. r ' CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ,1,� i � (206) 431 -3670 : Pro' Type of inspn Address; o -. (- 0 , Date called: "./51,-z,. ! ! 9 I. tg Special instructions: -iV ' Date wanted: 2 l ,_ l a.m. 7 r � Requester: , (4 r' 1 1 I - Phone No.: 99 & s i t S Oproved tY per applicable codes. Corrections required prior to approval. COMMENT". �. i. , r • r a..2' ■ I AY' •. ti eJ/✓l✓f/ /La . } _ A / L. .. r:, / Inspecto �� , • / . "" .1 a - .1 Date: i t � � !' i .. Million/ - 1 $42.00 ' EINSPECTI • FEE E 4 QUIRED. Prior to inspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. Cali to schedule reinspection. 1 1'.., Receipt No Date: . ...., taw.f..:.1....t _.- cr._ A.! _ K.....:, . 1 -:.' !i wee."- ' *:Y.�a. ". �L..+ ..Zn:W`.�iIII" ,nor '4Y: -s 'J!'4t . , • ,_.. .. � -.. . ,. ...a !'u MUM INSPECTION RECORD Retain a copy with perm 9 S 0 �n 2 INSPECTION NO. PERMIT NO. 1 i r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, W 981 (206) 431 -3670 : 4 Project: (f 6 1.496 Type of Inspection: \ 6..05 Address: 14 6 8j.. Date called: Special instructions: Date wanted: g / II a.m. /2, ( Y' p.m. • Requester: Phone No.: .. Approved per applicable codes, 1 1 Corrections required prior to approval. C•MMENTS: s 4 J • S '; 1 C ^ i Inspector: \ Date: i(2,1/1(./ , 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300. Southcenter Blvd., Suite 100, Call to schedule reinspection. Receipt No.: Date: • • 1 F _ . . _ . . u.A/. . INSPECTION NO. CITY OF TUKWILA BUILDING DIVISION v 7 5 - 0 `1 12 - , ,, Project: . Type 9s (action' . (--4 Tio oi , i'' Address: A Date`called: 4,24.60 Special instructions: Date wanted: 0,4 „, In Approved per applicable codes, I 1 Corrections required prior to approva n, CO MENTS: • Inspector: C.,„ :4; ? c: 1) 3....p..... ..„, r $42.00 REINSPEDTION FEE REQUIRED. Prior to inspec ion, fee must . ..7 , ''' '.: . , ::: ; 1 Receipt No.: h r . ..........___L.ce...)_ . i INSPECTION RECORD Retain a copy: with permit 1395 -040 Z ' . INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 � � (206) 431 -3670 a I ProJect:FF bLp� Type of inspect y7 n A I , 4 � •, i1 e : D ate called: I e t3AkrAz- ti 8— iZ — q (a Special instructions: Date wants C E. . ' . `� i �� .m. p Requester:—fl ,. o.: 9 gi i-7 r M , Approved per applicable codes. n Corrections required prior to approval. COMMENTS: f5 I iA w■ L,.... 3 dam. TA cam -o..:. t s J:t . . Z AcA.- W i o '71 6, S Sbfl.g& t tz A A_tF 04_ e .17 G.>, -. .. �v.i A a`, AP�'�� kiL 0 itits „!, % Nv p.► c „ p e , p, - m it ( .1 A C APP( • Inspector: ++ � Date: .' :t P1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must 4 { , be paid at 6300 Southcenter Blvd., Suite 100. CaII to schedule reinspection. { • Receipt No.: Date: . e 9 t,.,,, 1... V.... e. kt�:". ik'..' �i. �" a:. �" ��" �' i�i' 93 ^.��.!'iL•�34i ;lAS!ct,�;l :ail� ..,u..S - �..... ,L..d•K.�.w..:�.... ! t S� r_)_i 0 . INSPECTION RECORD ,..,'. Retain a copy with permit 515 — 04 02 , : • INSPECTION NO, PERMIT NO. CITY OF TUKWILA BUILDING DIVISION tvi .r q 6300 Southcenter Blvd., #100, Tukwila, WA 98188 t (206) 431-3670 Project:ye/NEI__ Type of inspection' 00—plotis ',.. ''s & 1 : sAKrz 1 3 (..., Date called: , 1 z.-9 (0 i7 ---, , •'.' i Special instructions: Date wanter -- I — 9( Cani,„. -- rrn '• ':,.',' Requester:._ it 4, , ' • rhie k ' .: dp cil ... do 11 # , r j 1,1" Approved per applicable codes. 1 1 Corrections required prior to approval, 4 ..,.. COMMENTS: .,. '11 LE t .., ..,1„ [ ...',. . , Inspector: I ‘ 4 , 2...... D $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: s ' Date: . f., ..„...,;,.i.itlkt7.--f::.„,.--;.:': .:„" '..' . , . , `‘,., , t. • '...c: ';:-',.':,' ':. :'::-.'' A ''' , '' '''' . ''''- ' ''' _. .. 4 :. , • , ...4..:..::,;;;:,:, 41. 1 A ii 1,0CAliftbre A Irt.41.• filvottilwaitir# .. 1 el...IA ...-...i...., ,- - ....,teirz..., 1..sa 1.,....t.t...-... • AYM. Cf. ...... ',. • INSPECTION RECORD ' r,_ 0 , _ 01402. ,,; ' Retain a copy with permit l INSPEC ION NO. PERMIT NO. ; ) CITY OF TUKWILA BUILDING DIVISION ;. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ,.., Preob Fikg. lige cam Type of inspectiorFe ,.g. ..i? A Date called: go ci , 15A.6e.... Special instructions: Date wanted: g• , 12 .96 ..,.; Requester/1 ... . –. . .,, , i Approved per applicable codes. Corrections required prior to approval. COMMENTS: • / „, A» , • - - - Air ■• • It).0- viS t kw. i ..1 [... . ,......- . : Inspector Date : $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must ;.' , ;, , : . ,..,,. ,f: , s,:,,, L be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. '' , : ! . .` . : ' ';-.... Receipt o.: Date: : .-.!.:::: ' •• ;`;.:':.,.11' ...., ' '' . . . :.:''. _, ., ..... – 4:,-Ait.m. ...... .tocc...,....,Abrug...orn.t...V.4".41.-14",:l4zWrod.r....4ggesitadnrautsch....1......i..—,„ • • MAYES • TESTING ENGINEERS, INC. ECEIVED December 10, 1996 oEc 1 9 1996 • COMMUNITY City of Tukwila DEVELOPMENT Building Division 6200 Southcenter Boulevard • Tukwila, WA 98188 Attn: Commercial Inspection Re: Goodyear Tire (P 1 B95 -0402 405 Baker Boulevard Tukwila, WA • Gentlemen, This is to inform you that registered special inspections have been completed for this project as per our reports, copies of which have been sent you. All work inspected was either performed in accordance with, or corrected to conform to, the city approved drawings, or engineer approved changes, Special inspection was provided for: Soil Compaction Parabolt Installation Field Welding We trust that this provides you with the information which you require. Should you have any questions give us a call. Sincerely, MAYES TESTING ENGINEERS, INC. Z/ez I r li Michael S. Dolder General Manager MSDImm 24396.clo • 917 - 134th St. S.W., Suite A -1 • Everett, WA 98204 • (206) 742 -9360 • (206) 745 - 1737 "' ' • j City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief , ... .......... ..t._. `. 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. O `/0)- Sprinklers: 2 Fire Alarm: AEWi Hood & Duct: Halon: Monitor: Pre -Fire: Permits: Ay' f c) -i — /1 /014,1 Authorized ;Si J nature Date FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone• (206) 5754404 • Fax (206) 5754439 t. >,v CITY OF TUKWILA Address: 405 BAKER BL Permit No: B95-0402 Suite: Tenant: PEARL BUILDING'S 'Status: ISSLUED ' Type: B -BLDG Applied: 12/01/1995 Parcel #: 022310 -0087 Issued: 06/24/1996 • kk k• kkk' h' k**• k• k• k• kk• kkkkkk*k• kk• k• k• kk' kk' A: k'k k' k• 4L• bk•k' k• kk•kk •kk av *k•kk•k Permit Conditions: 1. PRIOR TO FINAL SIGt4OFF APPLICANT SHALL PAY t 3,433.00 TRAFFIC MITIGATION FEE. 2. PRIOR TO ISSUANCE OF_,.A_ :BUILDING ,PERMIT •THE APPLICANT SHALL ENTER INTO A MITIGATION' AGE`EEMENT WITH THE , DEPARTMENT OF r` COMMUNITY DEVELOPMENT FOR MITIGATION OF WETLAND :IMPACT'S . THIS AGREEMENT `SHALL I,P9Cl.U0l: :A FEE IN THE AMOUNT OF $2,891 TO BE PAID >.Tf THE 'CITY OF' TUt:WILA; FORTHE PURPU'_,E OF CREATING NEW 'OR .EMHANL ING EXISTING WETLAND'S WITHIN THE CITY OF .:TUt,WILA. 3. Temporary. erosion "control measure., shal l - be implemented as the tirst order of business-prevent sedimentation off-'.. site :"ar into existing storm: drainage facilities. 4. The .site . .hall have permanent erosion control measures in p 1 aoe as soon as possible after - f i n a l grading has been completed 'and . prior tii the Final Inspection. 5. PRIOR TO FINAL 'SIGNOFF APPLICANT 'SHALL SUBMIT METRO 'SEWER USE; CERTIFICATION :TO PUBLIC` WORKS :: MAIL METRO BUSINESS DECLARATION TO METRO. 6. All new. land .cape areas sha`l 1 ' be auto - i rriaate':l. A m .i:�tur�e sensor it, strongly recommended. . 7. Cedar : t r ee.. ,in the bio`- swa'1e shall.'be moved trom the center•';.; • to the Side t l ope: , : 3. Cro'sv easement agreement to he . >x•.ecordedr wi tit the County .r Asses' th and a copy with a reco d irrg number~ s ubm i t.ted to DtD ; p.r•ior ,,to, final building permit approval. , N. u No t hang`e;, wi l l be made to the plant unless., apps ived :.;bv the.',: At ch,i't:ect Engineer and the rul,wi 1a Guild ng ivi ion. .'', i 10. Plumbing permits'sha1l be obtaired through.the` eattle - s ing County -i Department at Public. Health. 'Pl'umbing w$ 1.1. be inspected by that agency, including all gat piping (296 - 4722):. 11. Eiectrical•.,perrnits shall be obtained through the Washington • State Division _of Labor and Industries and all electrical work will be 1n,spected by tha t ;agency (248- 6G'?0) • 12. All mechanical w.oi *. ..ha11 'be :.under separate permit issued by the City of Tul::wi la, 13. All permit.., in :pec:tion record,- :and appt'oved plans shall be a v a i l a b l e at the ,Sob site prior : to the ..tart of any con -. struction. These documents are to be maintained and avail- ; able until final inspection approval is granted. 14. All structural welding tall be done by W.A.11.0, certified welders and special inspected (UBC Sec. 306(a)5). 15. A11 high-strength bolting shall be special inspected (UBC - Sec. 306(a)6) . 16. Bolts installed in concrete' shall be special inspected (UBC - Sec. 306(a)2). . 1 7 . When special inspection i s , requ i r.ed either the owner t architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies, prior to the first building' in pection. Copies of all special inspection reports shall be Submitted to the Building 1 Division in a timely manner. Reports s ha11 coritain .aririt`A5L.. protect. name, permit. number and type of inspection being performed. �°''� �13. The special insped�_.r shall submit a final siT report stating whether the work requiring special Inspection was to the best of the inspector's knowledge, in conformance with approved plans and specifications and the applicable workmanship provisions of the UBC. 19. Any new ceiling grid and 1 ight fixture installation is required to meet lateral bracing requirements for S e i s m i c Zone 3. 20. Partition walls attached to ceiling grid must be laterally braced if over eight (t) feet in length. 21. Any expoed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire, penformance_.. rating thereof. ‘ 22. Subgrade preparation thcluid.i n+gF;dr *dinage ercavation, compaction, and f, 1.l regu'i`rement shall' conform: strictly with recommendations gtven in the '': of is report. °'� 23, All conctr uct1 ' to b'ee done`, s canforman th � ,.approved ,,,; plans and r e uir ements of the' °Uniforr Bu�Li.ding Code'.�(1994 Edition) ,as amende , °, Un`i form Mechan i'ca1 Cost "�e C.1,994 Et i`i,t i an) hri , S r.- � � . �. t ar t., ta Erttrr~1V ,. Code ' > i''15')4 :Ed it and Wa ngt .t iixit ) :, 24. There �ha no ;occupancy ;of. the bus 1ding(s)' 1 the . final,AnSpe has. been conp'le't b y th Tu Ia Bui I'dbrig Ittspeoi of , 25. A CERTIFICATE OF`'OCCUPANCY \WILL BE REQUIRED FOR THIS PERMIT,. 26. Va 1 Sidi t v .�f Permit . :.;The i s .uance of a permit or approval ;o f, plans 4 . and c.Drnputatiorts shall not'bet con- trued 'to be ,e permit for,n ,'or an 'appt' oval of, any violatrior3,�'r:4 of an of'` "the prov i �: i aft; of�r t_he b'u'i'1 d n`g- code or of . any, ' ' other ordi the iur�rcdiiction 2 No permit presuninq to; gi ; v , e author itv to. v1o11ate ,or cancel t ; the provisions `'of f c ', i. o shall he Valid. I ... a r t ': -; . , ` t t , c.' , • . , c11 OF T l' r' W I L A MI •'Ei M.INATI0N OF Nr:.'N'SIkiPyIF' (`,f:E (MIDPa'S) DESCRIPTION OF PROPOSAL: . Conversion of an existing office and industrial ' building into an automotive retail use (tire sales.) with supporting parking and site improvements. A wetland formed by interrupted water flows, due to development and roof drainage directed to this area will be lost (about 4480 s,f) A joint parkin+, and access au�r ir, needed to «. be recorded, . e . . s ' ' . JAY' %f. " ' Li ' : ':: * :: , x ! . 1=^ PROPONENT: LANCE/MUELLER AN t p �A'.ry�ur::IATE r ` ~�. ^ , r r d irk' j ti ..... , ii ; {' > LOCATION OF PR L .r . I L .„LLI D IhG STREET AD •'S, r.IF ,�iNY 3� - ^,� ADDRE'rl'S;,Jj 4O1 `f3AI ER 13L c , � . i,, ,� u , PARCEL x { 40, L�Lty 1 00C + k ti: t "' 4 '' ' ` ti l � SEC /TWN /R 26/2, /914' "' ! r , { 4 r ', � J f . ,�1� .9 ' ' '''>: % 4 \ \ f /,'''' '�� • K~Y A ' ' } 4 0 \ LEAD Arq ."�"CIIIY OF T�I:f. r � ' _.,_ FILE hf tt i �r i , . .,:i ,wn`i1 � .�y `fi i 4 1 o f ` �` .."" ~ r ,•.,, 11j 1 The C i t pas Ade,ter;rn ned the f pt opo, ,a:,1, doe . Aot have ti ab l p; % `, signifiroapt adverse imiiact'`~ophf e,r y °o 1 ent.,. n11. envirc.t'nmen"ta,1 ;inL ?:ict statement ' (EIS);(i " no.t r e ed'.�,'undet 'RL,W 4 : 1c..030(2) (c) . f; Th:4s ,:•�•, de. isiowa:. ma'ie,iaf a tomp'14 environmental °rheckti:t and otii + eta infurmation, f1 the" ai etic:y. This:r inT,o.nmaO,On is avai ;l{ab1e4o the pupl 'o , ,T_he con'liitic+ns to•- this SEFA'' . Determine ion are " ~�� . : , , ,.,1, i "r DN , Y j 1 S.f.„, >r, This ' s ^' " Thi 'under 197 -11 - 340('2) ..,' ,./Co { inments.mu:.to be,�.,. ubmi tt °ed by �c e c .L gL;.:L`L1. : .' The. 1 e a ci !� , ; v in i . l l,' n t:` Li c t , - r+ n thi , ti e n'c: prropoc.al "qo'c '1"5 day: ',from the date below. ',. " ''' r 4 . "4:Z .61 1: 1 ' i i S teve Lan ca_,t.e,?, R ..pons1b1e Offic,'i.a :1•,, 0 1 4 ` I,,, ate D • • r City of Tukwi 1'a'' + 4'� 1 -368L1 6300 Southcenterau,evar''d "= ,, ,.,. , , �,a. ', Tukwila, WA 9818. . s,'_ ; ° You may appeal this determin'a�t=-o:n'top the rl:ai't'_ . Clerk at City Hall, 6200 Southcenter Boulevard, Tukwila, WA ' no later than 10 days from the above signature date by written appeal stating the ba_.is of the appeal for specific factual objections. You may be requir•ed to bear some of the expenses for an appeal. Copies of the procedure:. for SEPA appeals are available with the City Clerk and Department of Community Development. • .., ':.: �.., -,. ,.. .:" cP� i i'ac,i' ^ =•o'.a:;:'.: ..u... ."....c..- w «wrx • • ,. ,•..,.': °.., :C {.„ rc,.,,,....•,,, ,, o.:...... ,.,.,.....,... �,..,..,,<....,.:. .ww....aaen.rern.- .rr.v.; -r rn,...,........- CITY TUKWILA CONDITIONS Address: 401 BAKER BL ' Applicant. status: APPROVED Permit No ) -0033 yi ., .4,1,„.„......L . •', P . 'n .. , �._ •., , 4 " 3 f -.., Applied: 11/02/1995 • . Type: P-SEPA , , �. , - .,:.,,,'-,: •i,; Approved: 02/1G/1996 IP Parcel #. 0t"310 Q ��v q �� ` ' � *, :: ` ..1 ue 1 + z a n i n c• C M ,�+ j, ° .f; :, irr y f , 4 '''., h is , s . •k k 'k 'k •k * 'k * •k k 'k 'k 'k * 4 •k # •k , k •k 'k k 'k� k;� � 'k *4 •k •k 'k • 'k •k 'k k 'k 'k •k ik •k 'k ' .4,%;1;74 ' k * t4, % 'k le *, °k�'k k, k k 'k k •k •k k k 'k •k 'k •10 •k k k • 1 , PRIOR 4130 ,TRAFFkISSUANC OF „ IO A caul LDI • 'li 'PEF4'P,�IT " T1 APPLI'I FtiNI '.SHALL PAY, Q x ;C .MITIGATNS ° P UBLIC WflR1 ;'?� 'i/ I J "FIE AM0Lt 1, OF ,;4,3'3 f : h ,,)'i ;; `' , 'r :.. � A • ,, ` t ; ..) . Pf;41R TO I'.� LIy,NCE 0li',• P, (B ICL DIN!a ' ,PERMIT, THE, PPFL (-(ALL EV,yER�'INTO A MITI��py1'jI1;) ' t1{,REEMEilT W'I111 THE CEP \RTME•NT 1 (C �,� F\COM f. £DEVEL'0PMEN,1 FOR P4I ;T•J.�iATION OF WETLAND "'I NIPA \T 1•IS `FCj RI~EMEMT 'SIIALL I'NL;LLIDI: ).' r'EE THE AMOUNT Orr) $2 8F'1> Tfl 1 E o 'AIC) T((,� TIDE CITY "°`0E 'TUK'4'I1..A F00 HE PURPOSE OF r �CRCa±1'I�{G \ VOR ENHAINC EX•'I:'t,T'I'N,l� W�:(rLAND `rI: CITY C.), 'TUf WIL` q ':il „ is , " "" � ,, I {��y"�` � •�,.✓" ' as ,ti , 3 ,t E ; , •S4- ...... ,.. V .. ` i ' ' < I 1 ,7 �'� `? �tii r ,.,rX.t ak r °� , 1.�r�' „,,:',..:41.,.y1.\\ l k ..... ✓•' •...s " ”' , ,i,, V it ttc- Vt t � - , r; " / f 1 w -',., . 6 ;1 ' ,. . � d A olt h ? ,t tk 4 iJ m'rr Y V. t � j ✓ �1'"r't"r...w' '.•'''„,," e ~t f 1 4/ '0 '14qual %'1 f,: ,4 �i ' r t ,a f t '} r '''` `` 0 .001,,. .0 hi 0. if ),„ 1.,,,,,,I .6. 4D I . t 3"i 41 't r D , } ,r •r •N �� h�"{t 7, ✓ e, ;'.,x Z i 4: �•y rA'f f l,•a} ' r ti t ,,, . si c f, to m fu f,i'Y.x:. �,si. ' ;t } ../../n_. g 1 ... . , `,, r ti, y ^+ set f i v � is. y «f �, ( :j 3 4 a• f 4'd.rii Yr ,''t " 9b i n`.. .........,..,r<».. M''rr,+" c � `- Yr f • r 9605221053 • Farce( k5 CROSS EASEMENT AGREEMENT O - coos OR A310 0 033 Alvin S. Pearl and Carole R. Pearl are the owner of record of the real property described in Exhibit A as 405 Baker Blvd, and Exhibit B as 401 Baker Blvd., Tukwila,la. Owner of the above ro rt shall be responsible for the cost of installing all p pe Y 1� g 2 improvements, grading, paving and landscaping for the access easement as approved by the City of Tukwila. Eash property will be responsible for all necessary repairs and /or replacements to maintain their respective properties in good condition and repair. 8 Exhibit D indicates shared parking of stalls #12 thru #43 of the two properties of Exhibit A and Exhibit B and mutually convey easements for private access, L7 refuse collection, and water and emergency vehicles over the properties described in Exhibit A and Exhibit B. V, This grant of easement shall be permanent and irrevocable and the provisions 4 7) hereof, including the benefits and burdens, run with the properties and are binding upon and insure to the benefit of the heirs, personal representatives, successors and assigns of the benefit of the parties hereto. Dated this 3 day of0! ; 1996 Owner of properties of Exhibit A and Exhibit B EXCISE TAX NOT REQUIRED Alvin S. Pearl and Carole R. Pearl KI o. R . Division by: icy by: L OJ L J • (I Exhibit 'A' PAGE ] That rortion of 't'ra'cts 8 and 9 of Andover Industrial Park No. 2, according to the plat recorded in Volune 71 of Plats, in Kind County, Washington, described as follows: CC4MENCING at the Northwest corner of said Tract 8; thence South 88 ° 25'27" East, along the Northerly line or said Tract 8, a distance of 212.00 feet to the TRUE POINT OF BEGINNING, said point being the Northeast corner of the Joslyn Pacific Site, as described in that instrument recorded under King County Recording No. 5580797; thence continuing South 88 ° 25'27" East, along said Northerly line, a distance of 192.10 feet; thence South f11 ° 39'33" West, a distance of 235.00 feet; thence North 88 ° 25'19" West, a distance of 190.09 feet to the Southeast corner of said Joslyn Pacific Site; thence North 01 ° 05'06" fast, a distance of 235.00 feet to the TRUE [DINT OF BEGINNING. VO P'I 04 , • rs 1' , . C,� •' Exhibit B • .... • eun+t.+. 4..0111.4101u uN uuy ,let/J64 1u IU.WII, aluu IUllall. lUdiUS Uulll LdilululU lul (lie lellll dl 111e.lellldl, anu upon all of the conditions set forth.herein, $hat certain real property situated in the City of Tukwila , County of King , State of IN a shingion commonly known as 401 Baker Blvd. , and described as a portion of the Plat of Andover Industrial Park 2 as per Plat recorded Vo ume of 'l.ts _e. 6; •• ;- • • • .••• • ,. • . . • • • (0 • G • • • • • • ' . . . ' . ... . .. ... ... , .:',..,•// .' t k ' .• 1 " 3 S. • a..-p* ,43 U. ,, s ".•. ( ...... -,..-1 'I' sr.-sr... /. .1 • , . , 1 '1' I !I . . . $ 0 1** \.• _. i , ‘. , . 0 1i' ll I • I . : .. • Z is i 4 .11 • 11 1 • ? .. '.-...: . ) :: ..................... ‘6.* rE i i‘l itI " • 4 I ) t 1i .1,1...„ A li. VICINITY MAP ....... • .. ."_ ._... .. • ..._ _..... • 0.■■■•••■11 • . • . . . ' • • . . . - • - . . . VJX1.1.1.04..t 1..) . ..... 1 ,...I., 1 1 i....11%. ..........',.• . 1 PI —41 11.-y , 7' ‘,,,,,, ',,,,Sliiilltt ,,,r%,1 1 11 ,„.. 1 1 . I Ili I LA; 14 At:C.I\ (rs) •:. • • ...,x . ,..."tr.. ■ I N 0 t ', to ..1 11111It.....f. i 1.1 • • kl. .. ■ "• i . . ''t III ri; 2 , Ti NI i - 2P; ....1‘... I . ;•: 1. 6 111 r\-- 1, to- - 1 ,..41 it- • • ci- iZ • 1 :' 0 • ,, I ___ 1 (6 2 ) I . i ll 1 .. 0 i EXISTING BUILDING , • -,, 1 • , ri (17,809 s.f.) r3 -- II CI ..1-1 0 \ • ..) , I YZkT, 1 , C4 1 .:: 1 S 1 Cq U, • -t. 1 c..e CZ - . r)r------- gl ...... .1 I . M a . ,:. 111 • 1 '• i ''''' ov IL` - ti-.:4 I'l • ... .0. .. . ._ . .. ... . ..... __.‘ ..,..4 . , : r... II ....., •-.... -'. 1 . .. .. ..._ '--• ' 4. :0 . .....‘. .r. 0_ Di'L r.:-x.1-11"iric. r ...Pl --- \. ." r .W.. II LV. , • "-(17‘4-- 41 . .• .• .. 0 ,I,..--,1 - ; ....,,.. ;,. „, I UNION Ar- 13 ri „.„ ..., .... • if 0 .,...... - c.:4 0 vt- Nj . 1:3 0 1 N.. I \ 1 .. (9 C iU I :".------""-- N IAl NI 6 A\INiri":e.:0eE .& ' E ...ow E4 . _ • .._.......,p ,-Ap,--1 LINE. Nr 05 Baker Blvd. 401 Baker Blvd. L.) c/4'- ITEC-- I BAKER BOULEVARD '5 1 :.. • . . EXISTING SITE and LANDSCAPE PLAN 30' .., l'-0" , .• • , . • , • . . State of i/e?• County of 4.‘ a' • This instrument was acknowledged before ne this 3 day of by Alvin S. Pearl and Carole R. Pearl. My commission expires Z2 9tf r imq Notary Public £4J eT Od c‘z c ■ ".7 % ,4cos Cf) 0 ‘AOTAf?I, * P UBLIC ° It 0 • . t \ ' WAS'th • • , • •, • • ' 10/25/96 14:58 FAX 206 248 7342 KMS TUKWILA 2001 /001 C C Mdder Mathews Worldwdo Root Erloto S.Mcas & Segner Inc ,4//%//A ig,;. cttieo2 12886 INTERURBAN AVE. S. SEATTLE, WASHINGTON 98168 TELEPHONE 206 -248 -7300 FAX 206.248-342 Via Facsimile 431 -3665 October 24, 1996 Mr. Duane Griffin Building Inspector City of Tukwila q Re: Baker 403 Building, Goodyear Space 6 6 04 Dear Sir: At the City's request, Dr. Alvin S. Pears, the owner of the facility, has made arrangements for Donovan Construction to replace the existing glass in the one -hour wall separating the service and sales area with the appropriate code rated glass (Firelite). For temporary purposes a sheet of 5/8 inch sheet rock shall be placed over the opening. . Additionally, Donovan Construction has been requested to install the appropriate ventilation system in the tune -up area as required. The tune -up location will not be utilized until installation of the vent system is complete. Both the glass and ventilation equipment have been ordered and will be installed upon receipt. If an additional information is required, please contact me at 248 -7300. All a best, • Al Robertson Industrial/Office Properties Consultant AR/w1W/1024Wdg.96 RECEIVED OCT 2 5 1996 DEV NT OFFICES IN SEATTLD, TACOMA, BELLEVUS. NW YORK CITY, FRANKI'URT. LOD MOMS, S, LONDON, CHICAGO. ATIAN'IA, MONO KONG, PARIS, AND 115 OTHER CITISS TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT INTER - OFFICE MEMO TO: Alan Doerschel FROM: Steve Lancast SUBJECT: Pearl Building Wetland Mitigation Agreement DATE: June 6, 1996 Attached for your information is a copy of the mitigation agreement between the City and Dr. Pearl regarding payment of a mitigation fee for impacts to a wetland that will occur under development permits to be issued for expansion of a parking lot. Mayor Rants has directed that the receipts from this mitigation payment be deposited in the City's capital account and specifically earmarked or reserved for wetland mitigation (e.g., enhancement of wetlands at the Tukwila Pond site. Please let me know if you need additional information on this matter. • cc: Kelcie Peterson Gary Schulz PEARL3.DOC • 7o C Cferk s Oqice -For recofc/ MITIGATION AGREEMENT bG - " � ' THIS AGREEMENT is entered as of this 6 cL. c „Like_ , 1996 by and K<IP between the City of Tukwila (the "city ") and Dr. Alvin Pearl, ( "owner "). Recitals 1. Owner is the owner of the real property located at 401 /405 Baker Blvd, Tukwila, Washington and legally described on Exhibit A hereto (the "Property "). Owner desires to improve the Property with building improvements, a parking area, and related improvements, substantially in accord with a site plan, application and environmental checklist submitted November 2, 1995 (the "Project "). 2. The City has adopted a Sensitive Area Ordinance, TMC 18.45, et. seq. (the "SAO "). The SAO regulates, among other things, the development and improvement of wetland property. The Property contains a Type 3 wetland area of 4,480 square feet (the "Wetland ") which the City contends is subject to the regulation of the SAO. 3. The City has advised the Owner that he may not fill or otherwise disturb any part of the Wetland without providing mitigation as required under the SAO. 4. The City has agreed that the Owner will have met the mitigation requirements of the SAO by the payment of the cost of on -site mitigation at the Property to the City, for its use in creating, enhancing, or restoring wetlands on City -owned or managed property. The parties now wish to reduce their agreement to writing. Agreement 1. Recitals. The Recitals set forth above are hereby incorporated by reference herein. 2. Mitigation Payment. Owner agrees to pay to the City a sum calculated as set forth herein (the "Mitigation Payment ") for the purpose of creating, enhancing, or restoring wetlands and wetland buffer areas away from the Property, in place of and in full satisfaction of all mitigation requirements, including without limitation any requirement of on -site mitigation and the development of a mitigation plan, set forth in the SAO or in any other City ordinance or regulation concerning the development or disturbance of wetland or other sensitive areas on the Property. (a) Calculation of Payment. The Mitigation Payment shall be in the amount of 1,5 times the cost of replacing the existing vegetation in that portion of the Wetland to be developed with substantially similar vegetation, plus the cost of excavation which would be required to create a replacement wetland in area 1.5 times the wetland area to be filled at the Property. For the purposes of this Agreement, the parties have agreed that the cost of replacement vegetation is $.30 per square foot, the cost of excavation is $3.50 per cubic yard, and the excavation of 250 cubic yards would be required to meet the terms of this Agreement, all as set out in the memorandum of Gary Schulz, Urban Environmentalist, dated February 22, 1996, and attached hereto as Exhibit B (the "Mitigation Report "). The total cost is $2,891.00. Page 2 (b) Time of Payment. The Mitigation Payment shall be due to the City on or before the date of issuance to Owner of the final permit for the development of the Wetland. 3. Use of Mitigation Payment. The City agrees to use the Mitigation Payment for the creation, enhancement, or restoration of wetland areas within the same watershed as the Property on City -owned or managed property. 4. Improvement Right. In return for the Mitigation Payment, the Owner, its successors, and assigns shall have the right to develop the wetland as necessary or desirable to complete the Project; provided that any such development shall be undertaken in accordance with all other applicable laws and regulations. 5. Voluntary Agreement. This Agreement is entered into voluntarily by the City and by Owner. 6. Miscellaneous. (a) Governing Law. This Agreement shall be governed by and construed in accordance with the laws of the State of Washington. (b) Entire Agreement. This Agreement constitutes the entire Agreement between the parties and cannot be changed or modified other than by a written agreement executed by both parties. (c) Counterparts. This Agreement may be executed in more than one counterpart, each of which shall be deemed an original. (d) Attorney's Fees. In the event of any litigation, administrative proceeding or similar proceeding to enforce this specific agreement after its execution, the prevailing party shall be entitled to its attorneys fees and costs from the losing party, at trial and on appeal. CITY OF TUKWILA By D it¢ctr Covw,../.41 A¢deta [OWNER} By 4101P/9' Its Clu -ti-�J • • • • • • • • . Il • EXHIBIT A LEc.14L c)EscrzziF:TioN ' A PORTION OF LOT 8 t 9 OF ANDOVER INDUSTRIAL PARK PLAT NO 2 AS RECORDED IN VOLUME 11 OF PLATS APGES 68 4 69. • • • • • • • • • •- . e • • • TRcroeia errs PLJ?1 "' leek. raw-.' BITE/BUILOWG DATA PROJECT TIA11 v1CQJ1rr YAP w .. :.1�•M•Wr,W 11N1tOrr1/M• WY. IN./M r /Vw•7. dm/Emmaa rY�iw4� ••rrr.is l•ry5 rrtY • 1•81.1.111.•••• k..wal Owe KRVa..t• OM a• 10.1l111 LEGAL DMCRIPTIGN • k.aa.a410w1�.+�waa CXHlC3ZT J,�`N w, EXHIL . k City of �ukvvila � , v �!� G) y , f John W. Rants, Mayor •.�D j 4 J t1.1` : ela.... • „ Department of Community Development Steve Lancaster, Director - 1908 MEMORANDUM • TO: File: SEPA E95 -0033. Steve Lancaster, DCD Director • Vernon Umetsu, DCD Associate Planner FROM: Gary, Schulz, DCD Urban Environmentalist y2A • DATE: February 22, 1996 RE: Pearl Building - #E95 -0033, Wetland Mitigation. During the SEPA review of the project's proposal to construct a new parking lot, a small • wetland area was identified. The wetland is dominated by emergent wetland vegetation, Agrostis/Juncus species, and surrounded by Himalayan blackberry (Rubes discolor). Talasea Consultants have recently delineated the wetland area. The land survey of the boundary has determined the wetland size to be 4,480 square feet (0.1 acres). The wetland hydrology is surface water runoff that was impounded within an old fill area between existing buildings. Most of the influencing surface water was likely a result of uncontrolled runoff from an adjacent building's rooftop connected with the project. The old fill material does not allow the water to freely drain and over time wetland conditions have formed. The subject wetland is rated a Type 3. Because of small size and limited habitat, this wetland is considered to have very low functions. Although not intentionally created, this area would be an artificial wetland. The current Sensitive Areas Ordinance (SAO) does not provide a clear process to exempt wetlands that were unintentionally created by man - caused activities. In accordance with the SAO, Type 3 wetlands may be filled if appropriate mitigation to replace area and function is planned. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Pearl Wetland Mitigation Memo February 22, 1996 Page 2 The mitigation requirement of replacing wetland area at a 1.5 to 1.0 ratio cannot be achieved on the project property. Therefore, because of the uniqueness of this situation combined with low wetland function, the City will consider . accepting a wetland mitigation payment in lieu of creating a new wetland area prior to permitting this project. The City will use the mitigation payment to help create, enhance, or restore wetlands as soon as feasible as possible and preferably in 1996. The wetland payment was calculated to be $2,391.00 using $ .30 /square foot for wetland vegetation and $ 3.50 /cubic yard for excavating and hauling of 250 cubic yards of material. This payment amount will replace the wetland area, including 1 foot of excavation, at the 1,5 to 1.0 amount or 6,720 square feet. • CITY OF TUKWILA ° � �, ��`� r,►, Department of Community Development CITY RECEIVE OF \ 14;>A4, o Building Division - Permit Center ��• • - ,• )0 7:: : Nr :: 6300 Southcenter Boulevard, Tukwila, WA 98188 MAY 1 01996 so , Telephone: (206) 431-3670 PERMIT CENTER REVISION SUBMITTAL DATE: 5-40 —9 lea PLAN CHECK/PERMIT NUMBER: yaict S '�` -ce2 PROJECT NAME: 1 Yt.� ISOILAai to& S PROJECT ADDRESS: 40 1 / +05 $A K. 611 e J ic, CONTACT PERSON: b �"J1A02 a PHONE: 3'2.k5 -2'5 REVISION SUMMARY: A b2E:b l ,e3io &7A, & 45JT)e-` dews - 00 0no 4 � SHEET NUMBER(S) } A13. // ' / G-1 G-2. "Cloud" or highlight all areas of and revisions. / SUBMITTED TO: 1/5}2--A-2,10 CITY USE ONLY l '` .. n} y.. 'A. n e l <' r Y^ F',•, +'N 'ly: `sy ;. .Sm�t F'•?+Y;¢:.i +,} }; d'.,..; y ,r } �; Sk'r � �A�` t ��; y'l lb1+` h 7"i .r �M• Plannin F. iref 3/19/96 = � W `` ,, *<10 .1' „ °��. ;• �i : ):...-imii; City of Tukwila John W. Rants, Mayor '',1 �� ; Fire Department Thomas P. Keefe, Fire chief '190 - " March 21, 1996 Fire Department Review Control #B95 -0402 (511) l Re: Pearl Buildings - 405 Baker Blvd. i Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. The total number of fire extinguishers required for your establishment is calculated at one extinguisher for each 3000 sq. ft. of area. The extinguisher(s) should be of the "All Purpose" (2A, 10B:C) dry chemical type. Travel distance to any fire extinguisher must be 75' or less. , (NFPA 1 0 , 3 -1 . 1 ) • Extinguishers shall be installed on the hangers or in the brackets supplied, mounted in cabinets, or set on shelves (NFPA 10, 1 -6.9), and shall be installed so that the top of the extinguisher is not more than 5 feet above the floor. (NFPA 10, 1 -6.9) Extinguishers shall be located so as to be in plain view (if at all possible), or if not in plain view, they shall be identified with a sign stating, "Fire Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC Standard 10 -1) Clear access to fire extinguishers is required at all • times. They may not be hidden or obstructed. (NFPA 10, 1 -6.5) Fire extinguishers require monthly and yearly inspections. They must have a tag or label securely attached that indicates the month and year that the inspection was performed and shall identify the company or person performing the service. (NFPA 10, • Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57$.4404 • Fax (206) 5754439 i i i ( ( : o r°V ; : �' '; City of Tukwila lC� Iohn W. Rants, Mayor ' Jir; fk = Fire Department Thomas P. Keefe, Fire Chief 908 Page number 2 4 -3, 4 -4 and 4 -4.3) Every six years, dry chemical and halon type fire extinguishers shall be emptied and subjected to the applicable recharge procedures. (NFPA 10, 4 -4.1) If the required monthly and yearly inspections of the fire extinguisher(s) are not accomplished or the inspection tag is not completed, a reputable fire extinguisher service company will be required to conduct these required surveys. (NFPA 10A -4 -4) Maintain fire extinguisher coverage throughout. 2. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 1003.4) 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) 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. Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 1207.1- 1212.8) 3. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 1013.1) When two or more exits from a story are required and when two or more exits from a room or an area are required by U.B.C. Section 3303, exit signs shall be illuminated. (UBC 1013.3) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 575.4439 0 ,. F �` '; City ®, f Tukwila John W Rants, Mayor , vast * , Fire Department Thomas P. Keefe, Fire Chief 1908 Page number 3 Internally illuminated exit signs shall have both bulbs working at all times. (UBC 1013.3) 4. Exits shall be illuminated any time the building is ' occupied with light having an intensity of not less than 1 foot candle at floor. level. Fixtures required for exit illumination shall be supplied from separate sources of power for Group I, Divisions 1.1 and 1.2 occupancies and for all other occupancies where the exiting system serves . an occupant load of 100 or more. (UBC 1012.1, 1012.2) The power supply for the exit pathway illumination shall normally be provided by the premise's wiring system. In the event of its failure, illumination shall be automatically provided from an emergency system. Emergency system shall be supplied from storage batteries or an on -site generator set and the system shall be installed in accordance with the requirements of the Electrical Code. (UBC 1012.2) • 5. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. Sprinkler protection shall be extended to all areas where required, including all enclosed areas, below obstructions and under overhangs greater than four feet wide. (NFPA 13 -4- 4.1.3.2.1) 6. 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) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax. (206) 575.4439 \.. ' k ' + , V ti� 11 , i ry � ynk . City L 1la John W. Rants, Mayor 1 '1 :1 , . ' Fire Department Thomas P. Keefe, Fire Chief Page number 4 All sprinkler system plans, calculations and the contractors Materials and Test Certificates submitted to The Tukwila Fire Prevention Bureau must be stamped with the appropriate level of competency seal. (WAC 212 -80) 7. Maintain hose station coverage per City Ordinance #1742 and N.F.P.A. 14. Addition /relocation of walls or partitions may require relocating and /or adding hose . stations. The fire department connection (FDC) shall be equipped with a 5" Storz fitting(s). (UFC 1003.1.1) An approved hose station requires plans review. (Plans must be submitted to the Fire Marshal for approval prior to installation.) (City Ordinance #1742) 8. An approved manual fire alarm system is required for this project. The fire alarm system shall meet the requirements of the Americans With Disabilities' Act, chapter 51 -20 WAC (Chapter 31 Accessibility), N.F.P.A. 72 and the City of Tukwila Ordinance #1742. Local U.L. central station supervision is required. (City Ordinance #1742) The installation of wiring and equipment shall be in accordance with N.F.P.A. 70, Article 760, Fire Protective Signaling Systems. (NFPA 72- 1- 5.5.4) In areas that are not continuously occupied, automatic smoke detection shall be provided at each control unit(s) location to provide notification of fire at that location. (NFPA 1 -5.6) Dedicated fire alarm system circuit breaker(s) shall be equipped with a mechanical lockout device. (NFPA 72 (1- 5.2.8.2)) Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 575.4404 • Fax. (206) 5754439 J 4 , C it y o f T u k Iv il a J ohn W. Rants, Mayor ' ' z Fire Department Thomas P. Keefe, Fire Chief , .1 , '• ..M•f'" .. lar 1909 Page number 5 Remote alarm annunciation indication is required if the control panel is not visible from the main entrance. (City Ordinance #1742) When the control panel is located inside a room, the door to the room shall have a sign with one -inch letters which reads "Fire Alarm" or "Fire Alarm Control ". (City Ordinance #1742) i • 9. All new fire alarm systems or modifications to existing systems shall have the written approval of The Tukwila Fire Prevention Bureau. No work shall commence until a fire department permit has been obtained. (City Ordinance #1742) (UFC 1001.3) 10. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. (NFPA 70) • 11. When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of Uniform Building Code 803. The maximum flame spread class of finish materials used on interior walls and ceilings shall not exceed that set forth in Table No. 8 -B of The Uniform Building Code. (UBC 804.1) 12. "FIRE LANE - NO PARKING" areas were declared at your complex because of less than minimum clearances for fire department vehicle access. These areas are in need of re- signing or repainting per City Ordinance #1741 and Uniform Fire Code Section 10.206 as amended. Fire apparatus access roads "Fire Lanes" shall be identified by painting the curb yellow and a four inch wide line and block letters two feet high, painted in the lane, at fifty • foot intervals, stating, "FIRE LANE NO PARKING ", color to be bright yellow, or by the posting of signs stating, "FIRE LANE NO PARKING ", and painting the curb. Signs shall be posted on or immediately next to the curb line or on the Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575.4404 • Fax (206) 575.4439 ' J�v , , C) F ":. _ s' City of Tukwila John W. Rants, Mayor ,,(s) _I v ` f Fire Department Thomas P. Keefe, Fire Chief 1908 -- Page number 6 building. Signs shall be twelve inches by eighteen inches and shall have letters and background of contrasting color, readily readable from at least a fifty foot distance. Signs shall be spaced not further than fifty feet apart nor shall they be more than four feet from the ground. (City Ordinance #1741) Your street address must be conspicuously posted on the building and shall he plainly visible and legible • from the street. Numbers shall contrast with their background. (UFC 901.4,4) 13. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 14. Rubber tire storage shall meet the requirements of Uniform Fire Code, Article 81 (1994 edition), N.F.P.A. standards 231D and 231C and the Tukwila Fire Prevention Bureau requirements. Contact the Tukwila Fire Prevention Bureau at 575 -4407 for additional information. Contact The Tukwila Fire Prevention Bureau to witness all required inspections and tests. (UFC 10.503) (City Ordinance #1742) 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 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone (206) 5754404 • Fax (206) 575.4439 .. ...........-,.........,r. a+.. e. m: e. w... r..nsv�- tvAXWltY2aYMh4rl,Y.v MSeSrtcWewN4 :svn•k..- ..i.•.w.ehr.. raw.-+. ....rw.+...<....w....y.......' . °I City of Tukwila John W. Rants, Mayor Fire Department Thomas P. Keefe, Fire Chief fif 1908 Page number 7 adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, S The Tukwila Fire Prevention Bureau cc: TFD file ncd Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) S754404 • Fax (206) 5754439 (1/4 **REVISION SUBMITTAL ** RECEIVED CITY OF TUKWILA MAR 1 3 1996 PERMIT CENTER DATE: PROJECT NAME: ' -L-- COI L.-pi i j Co (4 ADDRESS: t --VV CONTACT PERSON: D C Srei PHONE: 7 -0 57 , ARCHITECT OR ENGINEER: (44.13 A lC PLAN CHECK /PERMIT NUMBER: - 410-Z-- TYPE OF REVISION: - I - T7 17 '1niI we- �ccikS'Ef� v 2 , r2 t) SHEET NUMBER(S): A) / A 21 "Cloud" or highlight all areas on the plans which have revisions and date the revisions. SUBMITTED TO: (2--c)rt,c T_ -0) C-' t CITY OF TUKWILA - DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 (206) 431 -3670 (206) 431 -3665 (fax) r , # .. r a f e s 'p t} � , t 1, L . ' .. `?�„ 5n��ast,Y'„t'T�` .. . LANCE MUELLER & AIOCIATES LVil A R C H I T EC T s • A I A RECEIVED CITY OF TUKWILA MAR 1 3 1996 March 13, 1996 PERMIT CENTER Mr. Robert Benedicto, Senior Plans Examiner CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 Southcenter Blvd., Suite 100 Tukwila, Washington 98188 Re: 405 BAKER BUILDING TENANT IMPROVEMENTS PERMIT APPLICATION #B95 -0402 Dear Mr. Benedicto: This letter is in response to your permit application correction letter dated February 14, 1996. I have made corrections to the plans as follows: ITEM #1 See Sheet A1.0 for an additional handicap parking stall at the 405 Baker Building. ITEM #2 Structural Sections B -1 and K -1 indicate new concrete walk approximately 1/2" below existing finish floor level. Civil drawing 2 of 3 indicates existing entry to be removed and provides finish grades for the new concrete walk approximately 1/2" below finish floor level. ITEM #3 New barrier free toilets will be provided for each tenant space. See Sheet A2.0 and A2.2 for plans and details of toilet rooms. ITEM #4 See note on Sheet A2.0 stating ventilation required per UBC Section 1202.2,7. I ITEM #5 New barrier free toilets will be provided for each tenant space. See Sheet A2,0 and A2.2 for plans and details of toilet rooms. ITEM #6 See Detail 8/A5.0. .. I hope that the attached revised plans addresses your correction items to your satisfaction. Please let me know if you need any additional information. Sincerely, LANCE MUELLER & ASSOCIATES /ARCHITECTS atax.„.... w al404/ Harold Christensen Project Architect HC: im 405BAKER.LTR 130 LAKESIDE • SUITE 250 • SEATTLE, WA • 86122 • (206) 325.2553 • FAX: (206) 328 -0554 ARCHITECTURE • PLANNING • SPACE PLANNING • INTERIORS NJ R O B E R T • • 11'k111'Hatikl \v, tut KI {I:mU ■■1 : \1 I• :snl III Ildwl111 ik111.1 "i'Ft1!'i I •i 1 1 r f 1 U :1 ' / ��` tiliktll'IS St S I:URI'llklIIU\ ti 1 :11Ti,1:.111ti111 \I�Ill \llltiUl �I I I I';1 IIU \Ilf.11l II Ill111'1IIII: I'IiPIlW ('11111) 1121•I8M 111;1'llll\I 11111(11 �1 �'� �1 S S O C I A T E S 1 1X: (2011) e2I.974) I\\. uftIlI 1S•z:1N1 1:11 \st I1Wli I: \111 \EMS RECEIVED CITY OF TUKWILA FEB 2 0 1996 February 19, 1996 PERMIT CENTER Lance Mueller & Associates 130 Lakeside Seattle, WA 98122 I�I Attention: Mr. Bob Fadden Regarding: 96 -T -02 (Pearl Building) f3(15-0141Da RFA #96102 -02 Dear Mr. Fadden: 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 Building Code as adopted and amended by the Washington State Building Code (Chapter 51 -30 WAC). We have no comments. We have forwarded the drawings and structural 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 tat Kolke CLK:1 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 96t02 ^1,doc ; - 0 , sy • ( y .�� (IP ,' ii City of Tukwila John W. Rants, Mayor ` � 0 .... e . '� s Community Development Steve Lancaster, Director �� Department of m unity p , %, „,., X90' u-ary 14, 1996 Mr. Bob Fadden Lance Mueller & Associates 130 Lakeside, # 250 Seattle, WA 98122 Re: 405 Baker Building tenant improvements. Permit application # B95 -0402 Dear Mr. Fadden: Your permit application is in review by Tukwila Building Division. One set of the construction documents and structural calculations has been sent to Robert Fossatti & Associates for the structural review, and the remaining set of construction documents will be (sequentially) routed to Fire Prevention Bureau, Planning Division, and Public Works Department for their respective reviews and approvals. Upon completion of the noted reviews, your application will be returned to Building Division for final review coordination and the preparation of the permit documents. Prior to this final review by Building Division additional information and/or clarifications to the plans will be necessary. The following comments are applicable: v /( hirty -seven parking stalls are required for this building. For this number of parking t2M.1M stalls, two accessible parking stalls must be provided. Re: U.B.C. Chapter 11, Table 11- F. /he proposed work at the building entry calls for the removal of the existing stairs and f the subsequent development of a grade level entry. The structural plans and the grading .6/11a) 1M1(# plans indicate the existing 4-feet of elevation change (from existing slab to finish grade) is to remain. Please clarify. .► t) I LIDOS.. k {2�4! t'r'6t 1 The plans do not indicate specific tenants for the two resulting lease spaces other than i the fact that one of the resulting spaces is labeled as a future tire shop. Provide separate barrier free toilet rooms for the space labeled ” Commercial Business Space" or provide note on the plan (at this space): "Separate permit required for this space prior to occupancy ". IA Nt , Provide details or note on plans to specify the method for providing the ventilation provisions of U.B.C. Sec. 1202.2.7. 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 • Fax (206) 431-3665 ‘ — - . s f' Mr. Bob Fadden .# B95 -0402 February 14, 1996 Page 2 kki `7�U Tr gm I./collet rooms for the tire store must be barrier free. Indicate if the existing are such or iltopAsititifiVieif modifications to the existing toilet rooms will be required. ..po verhe wall sections indicate the installation of thermal insulation upon a suspended ceiling grid. If recessed, not I.C, rated, light fixtures are to be installed in this suspended t� ceiling grid, we cannot approve this method of installing the ceiling insulation. If you, Ira 1 determine that there is no other acceptable method of installing this insulation, then it will o t I be necessary to provide a construction detail to the plan which will create a "tent" over each fixture and provide a minimum of 3- inches clear air space between the light fixture and the insulation material. Please review the listed comments and provide two copies of additional information and /or revised plans that develop. If you have any questions you may call this office, weekdays, between 8 :30 AM and 5:00 PM. Inquires regarding the status of your application should be directed to the permit coordinator, Sincerely, Tu i1 Building) ision e dee,7 1 , 4 4! a Robert Benedicto, Sr. Plans Examiner cc: file /fldr. • City of Tukwila File Number E ?S 00 33 Department of Community Development ENVIRONMENTAL REVIEW ROUTING FORM TO: ❑ Building ❑ Planning ❑ Public Works ❑ Police ❑ Parks/Rec Project Name: ?<9- r Address: Date Transmitted: Response Due by: Staff Coordinator: Date Response Received:__, Jnstructions The attached environmental checklist was received for this project. Please review and provide the following information: a) Potential environmental impacts, b) how each should be mitigated (i.e. SEPA condition, ordinance requirement, permit requirement etc.), c) recommended specific language as to how the mitigation measure should read, d) the policy basis for the recommended mitigation (i.e. adopted policy), e) the nexus between the recommended mitigation and the impact, and f) corrections to the checklist and supporting documentation. THIS INFORMATION IS IMPORTANT IN PROVIDING TIMELY AND ACCURATE SERVICE TO THE PUBLIC. Attach additional sheets if necessary. If you find the submittal incomplete and would like to request additional information, please inform the staff planner within five working days! 7 r W F / c f7 /hii , JGc� - A,' 3 `'33.00 c// (- e•€ 'f� • Comments Prepared by: `�` _ Date: /� 9 / 6 i • TABLE 2 PRO RATA SHARE CONTRIBUTION PEARL BUILDING INTERSECTION COST PER NOON PM PK. HR. NOON PK. CONTRIBUTION PK. HR. TRIP TRIPS HR. TRIPS COST Southcenter Pkwy./ Strander Blvd. $140 3 3 $420.00 Andover Pk. W./ $317 3 4 $1,268.00 Strander Blvd. Andover Pk. E./ $135 2 2 $270.00 Strander Blvd. W. Valley Hwy./ $1,000 1 1 $1,000.00 Southcenter Blvd. W. Valley Hwy./ $475 0 1 $475.00 S. 180th St. TOTAL $3,433.00 • T0824.Rpt .. ... . ,.r .,. ,.. ..., .., ... >, ,. . ... ....... ..+.. ,, ..a.» ....t.•no,, ntr+crsi: roc[ 4th :r1S'4"+:'i•:; +3tY "t' ".•.:• ..r ..,.zi,..,,..,,,.,.., ..,,..,...k..,...». -_. ..._.. ... .. ...._... ,..,. __............. , s v : . • .qsy j ir City of l T ' 44 ( 1. " \S uZlC� John W. Rants, Mayor 0 •••. 1;��',./.. Department of Community Development Steve Lancaster, Director 1908 February 8, 1996 Robert Fossatti Associates Consulting Engineers 401 Second Avenue South, Suite 503 Seattle, WA 98104 Regarding: 96 -T -02: Pearl Building (B95 -0402) Please do structural review per U.B.C., 1994 Edition. Sincerely, .` e4 (;[.t Shellie L. Bates Permit Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washing ton 98188 • (206) 4313670 • Fax (206) 4313 • ^ G q02, 4 /03 - 8 veer TRANSPORTATION PLANNING & ENGINEERING, INC. Z 101 oer L • b 1 12Ih�1 ENl�F�t� SUITE 110 — BELLEVUE. WASHINGTON 98004 vC1pa.+PISHOP P.e1.09n1 Vc t , 1 y TELEPHONE (2061455.5320 buv+t) ' ENGEP PE Orr P,esacnr FACSIMILE (2061 453.7 Mr. Al Robertson ^~ street network. Figure 2 shows a preliminary site plan received by TP &E, Inc. The plan shows two existing building structures with the 14,760 sq. ft. easternmost light industrial building to be converted to retail use. There will be 73 parking stalls including two handicap stalls. Currently the site has four driveways onto Baker Boulevard with the proposed use conversion one of the center driveways will be removed. Curb, gutter and sidewalk exists along the 405 building site's frontage to Baker Boulevard. R. EC a I T0824.Rpt M' V • W ifE Mr. Al Robertson PEARL BUILDING LANCE MUELLER & ASSOCIATES October 23, 1995 Page - 2 - 1 Full development of the retail project is expected to occur late this year or early next year. TRIP GENERATION AND DISTRIBUTION The retail project is expected to generate the vehicular trips during an average weekday and during the AM and PM street traffic peak hours as shown on Table 1. The noon peak hour trip generation (not shown on Table 1) is expected to be approximately 5% to 20% higher depending on location than in the PM peak hour based on existing traffic volume patterns. For analysis purposes we have assumed that the noon peak hour is 10% higher than during the PM peak hour. Therefore, 11 net new noon peak hour trips are projected to occur, one more trip than during the PM peak hour. The trip generation is calculated using the average trip rates in the Institute of Transportation Engineers (ITE) Trip Generation, Fifth Edition, 1991, for Shopping Center (ITE Land Use Code 820) and Light Industrial (ITE Land Use Code 110). The trip generation for the new retail development was estimated using the rate for a center with over 1.6 million square feet. The reason for using the higher square footage is because of the project site's close proximity to the substantial amount of retail activity associated with Southcenter Mall and surrounding environs. A vehicle trip is defined as a single or one direction vehicle movement with either the origin or destination (exiting or entering) inside the study site. These trip generation values account for all site trips made by all vehicles for all purposes, including employee, customer, visitor, recreation, and service and delivery vehicle trips. A pass -by trip is an existing trip that comes directly from the traffic flow on a road adjacent to the project site, and does not require a diversion from another roadway. A diverted linked trip does require a diversion from another roadway. Both of these types trips can be deducted from the total primary trips because they are not new to the street network. Based on pass -by and diverted linked trip percentages found in Section VII of Trip Generation and previous traffic studies, we estimate that approximately 35% of the site - generated trips can be classified as pass -by /diverted linked trips. The net new project trips were calculated by subtracting the pass -by /diverted linked trips from the total driveway volumes for the proposed project and the trip generation from the existing warehouse building. ;k. l yh T0824,Rpt . . , ,( , . fR Mr. Al Robertson PEARL BUILDING LANCE MUELLER & ASSOCIATES October 23, 1995 Page - 3 - . ■ Figure 3 shows the estimated trip distribution and the calculated site - generated traffic volumes. The distribution is based on the characteristics of the street network, existing traffic volume patterns, the location of likely trip origins and destinations (residential, employment, shopping, social and recreational opportunities), expected travel times, and previous traffic studios. TRAFFIC IMPACT MITIGATION REQUIREMENTS The City as indicated that they are collecting contributions for several intersection Y Y 9 improvement projects throughout the City. The developer should offer to pay contributions for those intersections which are expected to be impacted by net new noon peak hour project trips. According to our trip generation analysis the net new noon peak hour trips generated by the project is 11. Therefore, the following intersections and their associated cost per noon peak hour trip are listed in Table 2. CONCLUSIONS AND RECOMMENDATIONS We recommend that the Pearl Building project be constructed as shown on the site plan with the following traffic mitigation: Offer to contribute $3,433.00 for proposed City road improvement projects as identified on Table 2 of this report. No other traffic mitigation should be necessary. If you have any questions please call me at (206)455 -5320. Very truly yours, ' , wtsk� 0 u. TRANSPORTATION PLANNING x. - . � '�.,, & ENGINEERING, INC. i' j ,. 1..D MJJ /es • 'tiaG0 1 Mark J. Jacobs, P.E. ~‘ l ,I,gaNG "/ Senior Transportation Engineer T0824.Rpt ' � I . trips. { TO824.Rpr • TABLE 2 PRO RATA SHARE CONTRIBUTION PEARL BUILDING INTERSECTION COST PER NOON PM PK. HR. NOON PK. CONTRIBUTION PK. HR. TRIP TRIPS HR. TRIPS COST Southcenter Pkwy./ Strander Blvd. $140 3 3 $420.00 Andover Pk. W./ $317 3 4 $1,268.00 Strander Blvd. Andover Pk. E./ $135 2 2 $270.00 Strander Blvd. - - i W. Valley Hwy./ $1,000 1 1 $1,000.00 Southcenter Blvd. W. Valley Hwy./ $475 0 1 $475.00 S. 180th St. TOTAL $3,433.00 • • • T0824•Apt vicinity map pearl buildign trip generation distribution and mitigation report figure 1 SITE PLAN PEARL BUILDING TRIP GENERATION, DISTRIBUTION AND MITIGATION REPORT T Soot h eriter N not to scale Th 15% [26] 0 PROJECT TRIPS Net New 172 Daily 1/ PM Peak Hour 12 Noon Peak Hour S. 178th St. / [523 / 0 GJ 10% \.`5‘ [17] Stronder 0 Blvd 30% [52] Project Site 10% > [17] 0 a) 0 L a) 0 0 5% LEGEND [9] S. 180th St. xx% Trip Distribution Percentage OX PM Peak Hour Troffic Volume [XX] New Average Weekday Traffic Volume 0 a 0 c Note: Noon peak hour traffic volumes 10% higher. [3] West Valley Highway SITE GENERATED TRAFFIC VOLUMES Sc DISTRIBUTION PEARL BUILDING TRIP GENERATION, DISTRIBUTION AND MITIGATION REPORT FIGURE E 3 • ' r x �J�Wtu, y,�s , 0 -� ~ °�, t. City of Tukwila Pre - Application Process ' '' 'a% i El MEETING ATTENDANCE RECORD . 180 • City of Tukwila Department of Community Development - Building Division 6300 Southcenter Boulevard, 1/100 Phone: (206) 431 -3670 Tukwila, Washington 98188 Pre - Application PRE95 -013 Project: PEARL BUILDINGS File Number Meeting Date: APRIL 13, 1995 Time: 3:15 P.M. Site 401 & 405 BAKER BL Address: _ Date Checklist APRIL 14, 1995 By: SYLVIA OSBY Mailed: CITY STAFF PRESENT ' DEPARTMENTS .. PRONE #'s NAMES/TITLES X Building 431 -3670 Bob Benedicto, Senior Plans Examiner . M Fire 575 -4404 Steve Kohler, Lt /FPO X Planning 431 -3680 John Jimerson, Associate Planner [TIC I Public Works 433 -0179 Joanna Spencer, Development En Ineer Parks & Rec 433 -1843 Police 433 -1804 X Environmental 431 -3680 Gary Schulz, Urban Environmentalist Permit Center 431 -3670 X Other: Steve Lancaster, DCD Director APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: Paul Engert Phone: (206) 325 -2553 PERSON Company/Title: Lance Mueller &c Associates/Architect Street Address: 130 Lakeside City /State/Zip: Seattle, WA 98022 OTHERS Name: A!1 Sadr Phone: (206) 251 -6222 PRESENT Company/Title: Barghausen Engineers/Project Engineer Street Address: 18215 72nd Avenue South City /State/Zip: Kent, WA 98032 Name: Phone: Company/Title: Street Address: City /State/Zip: Name: Phone: Companyrl'itle: Street Address: City/State/Zip: Name: Phone: • Company/Title: Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: • City /State/Zip: - PRE- APPL1CA7ON CHECKLIST CITY OF TUI:WILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98186 BUILDING DIVISION – PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO. PRE95 -013 PROJECT: • PEARL BUILDINGS' • • MEETING DATE: 4 -13 -95 TIME: 3:15 SITE ADDRESS: 401 & 405 BAKER BL ' , ., , a foltolwmit omine ; lam ;r. •' - ar. . vlow: X64 " • Aiddltlopal.gnforirtationmaybe needeeCbl`>t `fegtntr /regulation' r iy ed to be met. • E3 UILDING DIVISION . • 1c9`I Uk38 •1 -UmC will be ei.A6P • • 1. Comply with the Uniform Building Code, 1991 Edition. • ■19 Codes its egecr at 2. Comply with the Uniform Mechanical Code, 1991 Edition. •kill% c.POliccii'fd)1 iS 0.c'c.er ^)-ed 1� 4 3. Comply with the Washington State Energy Code, Edition. •- Frel+ide energy ealcutat • - - .. , • • ed- archite.cf- or- arlg'ruee.r(see -a n r.YJ C dA 5V ec '5 tt rho• LL, 141tAct 72 i9Icludeal o 71 (Jla71.5 4. Comply with Washington State Barrier Free Code, 1991 Edition. 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: /Building Permit V'Rack Storage VMechanical Permit • Demolition (building) • Other: • 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that.all the necessary materials. and information has been supplied. 7. Construction drawing's must be stamped by a Washington State licensed architect. 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part o1 the Building Permit application. 1 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. j� 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered rejaining walls, and require a permit. 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3, A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. Li 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing tab. 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. Li 15. Demolition permits are required for removal of any exist :ng buildings or structures. I ! 16. Comply with UBC- Appendix Chapter 35, Sound Transmission Control (R -1 occupancy • gl 17. Obtain approvals and permits from outside agencies: - • ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries (248- 6630). X1 PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- lions: 296 -4767; Permits: 296- 4727). — RING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and --- food service facilities prior to submittal to the Tukwila Building Division (296-4787). • FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire Department (575- 4404). 18. _ • 19. 20. • Checklist prepared by (staff): - Dale: 4/ j3 . q j6" • ._ . PRE -APPL ICATciN C • ..••••"CITY OF TUKWILA• ---- _ — . , . M— 1010 --101 • 1 • DEPARTMENT OF COMMUNITY DEVELOPMENT • 6300 Soulhcenler Boulevard, Tukwila, WA 98188 BUILDING DIVISION.- PERMIT CENTER Telephone: (206) 431. 3670., • rM.. t t rf:,t.. ,r, f >. 6666 � }'V F" • %% � :'•r• ' ^ +Y � , vY' ' }1.•• : • t, ^ } y Ir •: � y r y r• r.. 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IMF '� °� =�3:w•x�SSITE RESS:. :,: �+ Ol;::: �. t4' 0�:<, �8.{.: �lU'?.,,. :.,rr:r.y:,..�..;f /.•..: /..u4 ! • 6 6 6 :6:: .............. � ' ;.Y. :•., <. }.:,,,: :..:.> .. .: r.. •, .. .• 6 666.. �... ... .. 6666 .. .....:.:...:: •: : :•,.:::: 6666..:, :. :Y.. . 6666 !:r:Y, }::: / }. ':•'f 1 ,7 .� !'' v : , .1•.t.: .`',. .. i 1• .r.p .k . . 4 . w. 1••• •n1•'• -A r,. •',mi ; 1.S ;04 V0 A:4 , •1•r∎g,1• , i. : 'ia., • �... , •1• ∎66 , 'r .Y I n 'F t k; t �i' t:.., i ' :. - ' ; A NY . . ; ;. .1 :;' " . , .�': , �. '•:'• f y : ; Th e , , o / o wln :F �ha ; . .„ • ' m ina re vi e w . , . , '. ' : ?' : _ • Additional lnfonna lon a � • r u l • ; � : ,, t may y be neede ' • .O ther` r /regul may need to be' met ...,, ..._..... .. ' ENVIRONMENTAL . • 1) A potential ........ iaetland area has been identified and'. may subject .. . the project proposal to the standards of the Sensitive Areas • .Ordinance ( #1599) ., Per the Ordinance, a sensitive area study . . is required for•wetland determination (TMC 18.45.020 (f). If ' the area iii question meets the wetland criteria, according to • the 1989 .Federal Manual for Identifying and ,Delineating , jurisdictional Wetlands, the 'site be determined for • . - possible impact corisi.deration. • •Type 3 wetland use and relocation is allowed'but includes the • mitigation standards of TMC 18.45.080 (c). __.. . • c r , 7 • • AP r 0 ^ o e ,. .! . . .. .. . • ..... hl�il �s 4I/y5 . - t • , • • • • . t. PRE- APPLICA`I ION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COIvfMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION.- PERMIT CENTER .. . Telephone: (206) 431 -3670 PRE-APPLICATION NO PRE95-013 ;PROJECT. • EARL BUILDINGS MEETING DATE: 4 -13 -95 TIME. 3:15 SITE ADDRESS:_ 401 & 405 BAKER BL • �L' 7c'j :a,�''� ` r�� '1 :.5 ,,•,. r t .,r ;.. r ^r.r�.tc- .:.,�,p.., a 1 "rxi•`!.. e+ r* 9 i^'. �� ':x• i n..N,.�• ,..�.�} 1�� *.t�t ti b { i ,t• � .,. i ; � �{; 4:141 f 1 li ' �; r 301,614 .Q l Ica m"40ts;arQ ; /�V1 imin : V rrevieik';': t,.= t �` 1... = .4 r 7: - ;•,;. aS,�`,�+ { xS - Qe �e� � ) �J' lv ;1i ��it t i 4•l :.y��Tr : ,. .�•; ry .n.u:r�;.;F� :Lr'Ga ,'�. ai,w t r �r: .. .h�•'�`�' `r1� ?L °�.T4�+�ri�'�� 11ir��j :' . ? t Addiilornai= nforr»atr.'. sm ,ibe:iroeded ��Otther-i r4i�te»tsirhguiationsma nced:to:be FIRE DEPARTMENT- Constructio Information' 1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized i standards will be used during construction and operation of this project. •(TMC•16.16.120) rA 2. Fire hydrants will be required. (City Ord. #1626) ri 3. Required fire hydrants shall be approved for location by the, Fire Department, approved for purity by the q Y PP Y P � Pi? p Y Y Water Department, and fully in service prior to start of construction. By line of vehicular travel a fire hydrant must be no further than 150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrant. (UFC 10.301 and City Ord. #1646) 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are Y " required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This includes c: ie for our file, one for company file, and one for the job site. (City Ord. #1626) n 5. Maximum grade is 15% for all projects. . g 6. Hose stations are required. (City Ord. #1646) • •. • • / y 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit throe (3) sets of complete dawings. This includes one for our file, one for company file, and one for the job site. •• n 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans and permits. Plans to be submitted to the Fire Marshal•prior to start of Installation. (UFC 10.301) n 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A, 10 BC) 71 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. • n 11. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) X 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) `=' 1 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and/or after the facility is in operation. (UFC 10.207 as amended) Z 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) X e l l 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall .. be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 1 17. Adequate fire flow availability will need to be demonstrated for this project. Checklist prepared by (staff): i •...' , / gg C -" Date: 5/ ///4j ____ . PIKE- APPLICATk)N CHECKLIST CITY OF TUKWILA DEPARTMENT OF. COMM' INI7Y DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 : .PRE- APPLICATION NO. ptt 95 013 PROJECT. PRAx BUILDI105' MEETING.DATE: 4 - 13 - 95 TIME 3:15 SITE ADDRESS: 401 & 405 BAKER BL • The.folldrving coinments.are base, on a preliminary,review • A ,� �«,, ; r �, Additional information may be heeded. Other requirements/regulations iiey, need to be met. FIRE DEPARTMENT -- Inspections *S4 1. Overhead sprinkler piping a. Hydrostatic test d. Fire Dept. approved plans • b. Trip test e. Sprinkler head location and spacing c. Alarm system monitoring test f. Materials and test certificate 2. Underground tank a. Location e. Vent piping, swing Joints, fill piping, discharge piping b. Distance between tanks • ' f. Anchoring c. Distance to property line g. Hydrostatic test d.. Depth of cover h. Separate Fire. Dept. approved plans vc 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans n 4. Hood and duct inspections - ° - - a. Installation _b. Trip last 5. Spray Booth a. Location b. Fire protection c. Ventilation d. Permit 6. Flammable liquid room a. Location b. Fire protection • • c. Permit X 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers • d. Aisle width X 8. Fire doors and fire dampers a. Installation b. Drop testing IX 9. Fire final e. Fire protection systems: a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load (2) Standpipes c.. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers n (6) Fire Extinguishers • 10. Other: a. b. e. c. f. f Date: Checklist prepared by (sta f). .5/2 to : a 17///A 1! �, , L - - PRE- APPLICATTJN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431-3670 RE — PRE - APPLICATION FILE NO. P 95 013 PROJECT: PEARL BUILDINGS MEETING DATE: 4 -13 -95 TIME: 3:15 SITE ADDRESS: 401 & 405 BAKER BL � '' �t � W Slr.4 , ' . l • ti Y 14 ". s ! ., ., � 7 , • qt1 v..• w 1 1> t , air 1 K l. >t , „ hip * ,. 1 j / �� Yt : 4 ' • r . 1 ' 1 ? r• j » ` • 14 \ • . ... � +C} .: J `} + . Y! " '� G. a �. , " t4,Wff ' '\` • � �.. ,u Y � -d � - 5 u� r� ; » of �y; ,��, � f t " , f =.� ' . _�� d 1Hv �l , a %�: 'ee er OI er? I /, q qu 'o i d t o e;r et. 4 ; ,, .� .F:. -v , • • . IM..I.,,.. $ - n.tiJ/. • . „ ♦ .. .h. .H ..,5 .1 . , . N •..t.. Y._ . 1, -. h}' ' PARKS AND RECREATION DEPARTMENT . Parks and Recreation Department has no comment on this project. • • • •`\ „ PRBBAPPLICAT'ON CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Soulhcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 • PRE- APPLICATION.FILE NO.' PRE95 -013 PROJECT: PEARL BUILDINGS . MEETING DATE: 4 -13 -95 TIME: 3:15 SITE ADDRESS: 401 & 405 BARER BL I f �' 'M,,,f •Mi r,ti �tI • y :r,�t • , y�Y ' r rr a 1 " r t. sk r t, r r. , •r :V4W01 Jr t.• >,r We r Y' X S' r r it 'rte t4 : r i d c �' ~ / -, •� * ** ll Op pti} ° . t s �, r s 1 � L ,if � ,, , t � •. r .�� r r .!,i .nt' \�: rr�- +1';� ., ; • n ; �� ri "J i' N'1 1 '.�' �Y'l.l' �5�. 4: Y � .a,. •. n�. .. Y . �•r � � AA t ` ,, 1 2Y(S i. r s'�s'r' a. , + i i j.�'1':r''.frr. .,. a. :•. � ; i' • • x'of f 4 . onal•:in r . n-�inayite:'rre Wec ��� tlrer ej ,�nayare d2o•be. met •f ...... •.!u' t:. f• .: u :. o+.rq '✓• 5ry ..a l•o-r. +o'sr.•r ._�• +17:•o nbR a)•. ✓M . r. .rr.. rr.• t' , ,nF ✓r.. / . ...q? PLANNING DIVISION -- Land Use Information . Li 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) n 2. Obtain the following-land use permits /approvals: r J Boundary Line Adjustment ( ) Rezone -: - I Building Site Improvement Plan ( ) Shoreline Management Permit ) Comprehensive Plan Amendment . CD Shoreline Management Permit Rev. 0 Conditional Use Permit ` j Short Subdivision 0 Design Review ' Sign(s) Design Review - Interurban ( ) Subdivision . • • Environmental (SEPA) r) Unclassified Use . 0 Planned Mixed Use Development (- ) Variance � ' ,• Planned Residential Development 0 Other: _, f ib %ttirrt.� t ,t,L.rc.KC� . CAA 3. Zoning designation Site located in sensitive area? 1 Yes No w 4. Minimum setback requirements: Front:_ Side: Side:____ Rear: 5 5. Maximum Building Height:_ __ Height exception area? 54 Yes n No _ _ 6. Minimum parking stalls required: Handicap stalls required: 7.' No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. 8. Minimum landscaping required: Front: (5 ( Side: S Side: f Rear: D _ 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). — 10. Roof -top mechanical units, satellite dishes and similar structures must be. properly screened. Provide elevations and construction details as part of building permit application submittal. _ 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide • elevations and construction details as part of building permit application submittal. , 12. Building permit plans which deviate from that already approved by the Board of Architectural _ ~ Review may require re- application for design review approval. j 13. .N. (f ► s co� s ti c„)/ 1164. 6,,w_ /(.sae'' 5 r µ NO po . ( i 14. _ roJ∎di a C C6ls (4 . �' 1 'f 4-tr_d2 G "C(°SS weskit/1 4 - k) 15. he w f U -f f A s (" _._ 14i in /. Nnt pi /(eh 'GI/ e in - : Ca y 04.7 i 16. e 45 47,1 (c, f` .e t/- . / • i ;, 17. 5� �wt t i''ds( k P (<vh •;- r c t_J c-.�y� e 111�/L -� ea G m i jcy 18. rrc‘A {( i .-G c(5c5 'mi ie �' 19. l. / i tt∎ece _ / c= e� 'fi v o t i rr w s ``'�C' e fr 5 lo70 6f 6(4 , cL —rr,s .%(re . y... 20. iP,a1?lth.. h%>, 6.0. ._.t L _frht- 40 (5 5 re.e.F- l r ye ,Pit li.w+. Oheckli;t prepared by (staff): L :/..t." "_T__._ _ ___ Dat _ L 1 ��5 _. PRE-APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcen: er Boulevard, Tukwila, WA 9818.~ BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431.3670 PRE - APPLICATION: FILE NO. PRE95- X013 ::' PROJECT ..:PE ' Buiumns MEETING DATE. 413 -95 ` 'TIME: 3 1 5.SITE ADDRESS. 401 &' ' 465 BAKER' `Bi. •:: mj1 :A9 �• '4=.•i'l•. ! ., r. ,. YF '•Yf1 •. -yi•r Ind.,, . ,. .•..s. J. :.. ��:: '� s, 4 .7 , y,� Y ; ?,< i;r �'•T.iie' � . 11o w tng � �cnm m , •t r bas Ip a Prrr /na • 'revi I i k, .. � ' I , 1 � t �, L • ; '1;: . �� • �.j :'�i-.�. " "a1 1 j ; i�r,. t r•f. i� aa. t• � rn; .a .� r t IV, . �'� ';. . _ , ,�...: .. ` 1...• '� �. lY. 1�1 .'• • :•' • fir.. �'. ed .t• ..,•j �•� s i, rbt -t A dditloRal;information. na ,t a rie fed. N Of er�n�gWi�'aments�.resulati n'sirnayne ',t A.•. !.a y •.. ...,1 '.V•: + IA,.. "S•.; 1 .ex• ...11 r.t'.• .. •. 1.. 'rn,1 n .., ' 1.•.. }:.. '...• IY a•.r!' • [•` ♦.f •I POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The Crime Prevention Unit should be contacted for information regarding correct hardware usage at 242 -8408. 2, " Security Alarm: Recommend installing a security alarm system during construction that would report a burglary in progress when the business is closed. 1 3. Windows: Consideration should be given to providing hardened ,coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. 4. Orientation of Windows: Windows should be located so that the parking lot area can be easily • surveyed by employees inside the business. 5. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers, New non -stick anti - graffiti water -based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit, 6. Landscaping: Plant materials should be placed and maintained so to provide visibility and 'prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five(5) feet from the ground) will allow surveillance opportunities, hence reducing the potential for criminal behavior. 7. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. By providing sufficient lighting in the parking lot and around your building you will discourage burglars and vandals who don't like light, preferring the cover of darkness for their dirty work. Also the lighting will provide a legitimate sense of security for not only you, but your employees and customers. 8. Identity: Addresses for each individual business should be visible upon entering the area, both in daylight and during darkness. Site development which does not properly identify businesses will delay emergency responses by police, fire, and aid units, Checklist prepared by T. Kilburg - (242 -8408) 4/12/95 `4. • PRE- `i ON CHECKLIST CITY OF TUKWILA APR - 6 1995 DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER P1I R T U � I Telephone: (206) 431-3670 :PR 5 013 PROJECT. ,.,. PEkRL BU�ciatizrt�s ' PRE- APP LICATI(JN FILE M EETING DATE k 13 ss TIME:: .15 SITE AD PUBLIC WORKS DEPARTMENT The following comments are based on a preliminary review. • Additional information may be needed. Other requirements /regulations may need to be met. • • • • • • • • • • • • • • PROJECT:PEARL'BUILDINGS address:401 &405 BAKER BL . PW# 996 Date: 4- 13 -95../ .. By: JOANNA SPEW Pre -Ap PRE95 -01;. SEPA .. Shortplt .... BLA Shoreline BAR ROW Vacation .... Permits REVIEW COMMENTS:' availability letters: ... water ... sewer 1. Water ... Assessment .XX.. Double Detector ... Fire Loop /Hydrant ... Proportionate Fair Share /No Protest water agreement - 2. Sewer: ... Proportionate Fair Share /No Protest sewer agreement ... Grease interceptor designed to Uniform Plumbing Code apndx H 3. Surface Water: ... Identify drain system condition for 1/4 mile downstream XX. Design to KC Design Manual XX. Biofiltration or Coalescing Plate Separator ... Riverbank stabilztn• 4. Hydrolgcl /geotech• 5. Traffic: CHANGE IN ADT AND NOON PEAK TRIP GENERATION AND DISTRIBUTION. XX. Trip generation & Distribution for AWDT, AM, noon, PM peaks ... Channelization /access: XX.. Frontal /Sidewalk: (TMC11.64.020 rqmnt for: 25,000 ft, 25% of value, or $250,000) XX.. CBD Treeplan: XX.. Undergrounding• XX.. curb cut /access: SHOW EXISTING AND PROPOSED DRIVEWAYS 6. R /W- Easements: 7. Developer's Agreement* 8. Turnover: 9. Other: All maps & plans to use NGVD datum PERMITS TO BE OBTAINED: ... Water: ... H2O Meter - Exempt ... H2O Meter- Permanent ... H2O Meter (Temp) ... Landscape Irrigation ... Sewer: -.. ... Side Sewer .. Sewer Main Ext (Private /Public) Metro Business Declaration Form ... Metro Discharge ... Land Altering: ... Drainage* ... FZC• floor elevation: ... ... Street Use: Hauling: $2,000 bond, $1,000,000 ins., bus lic, route map, & $25 fee req'd. ... Oversize Load $5,000 bond, $1,000,000 ins., route map, & $25 fee required. ` ... PSAPCA (demolitions): • . • . . „ , • , , • • • , „ .,. , • . , ...„...•... t. ,... ,,,, . ,,, ,..•,., ........, •, ,.... .. .. , ....„ _ ...,......................,.., JUN-25-96 TUE 01:20 PM DONOVAN BROTHERS FAX NO. 206 939 7994 P102/02 .( ( .,. . , r .4 . . DEPARTMENT OF LABOR AND INDUSTRIES i 11•I1S CERTIFIES TI•IAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A I "-- — — "'" ' " ''''''I ::: ''''' -?.:).:5:::. :747• i5 "....;;; ,1„.„,~. ,...,,,,A.w. ••.. ; ' . ..6,.. if • i tisT:r.ctplaf;.t. egog AL "A) .. )...; i : 'e?„-5.,'"‘" ' W.1 ' ., „... ! ,,,.......1/4.....4.-:.: ....., : ..,.. ....,...,...•....::, ,..*./.," N • •"'' S,...,710:, 4 ga mtuf=r1=.11.3fRiem olv=triv3 .... :;:', ' ::•ik ,"••• 7 ,•: .-- ......1 . C.:! . .J .. ' i :...,:!..' ;:-,..... 1 IR 0 .n tO 3 ',7i$ ' •' t.. ., Vikoti::: „._ • • . $ ...g .4....; .#,,i .. . . iv 1 ›.: i 3 STATE OF WASHINGTON : . ...V;'■ , 'yx , q;4•1.., 0.• kJ; a■A • •• S1.514%• V.v. J. A. 01'e. •,..., .4, • ,-, , al : IV.' ....• ai•• :a' • . • 1: .....a•••••■•■!,.. ;•,••••• ..4! • ■ • • .1.!1 • - _ '.•.S "... gtIS 4:,... '. .1 ;;CA"a 0 '•1•;:;;; ).,•' ts....;;;417.6 Al :.7 w . '1000 . 1 . 'stpFc ' w •Iiirac-, :- Xpiwif:•:'•: •: $,kk ) IN.'" I : ilil a . fl.... . 4 *7 ' ;1 11 . : . l ig r i.r.i11.1;:+1"..4 I • i1 f a :• •• •; ::; :. f . Ti:itilI... : „.:.$ 1 ...: '''...;'•:','.'," .:.: • 1',41 1° . .ti: •! ..:'..?ig.Z '''' '; 7 e.' , : 7: . '.... 1 ..."::' : 3 4 '.. ..' : •:: . i .• . ' . 1,1 1 .• ':i.'. .. . ..7%10•;.•/ . .{ . .,., ....?. I i' , ..: t,i :Sr I . .. • .1'..... '..., I " I: '.. • . %.......,:... ' :%. : . ' ..I' . ...:!:' .. : ...' ' ..1 . . rSI .„ , A • • • • •• 1 ..• .d::: ::, 4 , ' •...- A. ' - - ' • ' ' 4 FR5.052400 13.22) t• • • •-• :•., ' "&":eo._, l'•. . • RECEIVED cm OF TUKWILA ' . JUN 2 5 1996 PERMIT CENTER • . . • . . . . . . . • . , . . • „ labor and industries DIRT WORKS SPECIALIST 11111111 — ® SHUTLER Joe THE PEARL BUILDING '11.1 __ CONSULTING Tukwila, Washington 4. g ® ENGINEERS Inc. SHEET NO COVER 1 OF 1300 -114th Avenue S.E., Suite 250 CALCULATED BY JC DATE 12-1-95 Bellevue, Washington 98004 SCALE Job No, 95 -63 (206) 450 -4075 FAX: (208) 450 -4078 STRUCTURAL CALCULATIONS FOR: RECEIVED THE PEARL BUILDING NOV 30 1995 Tukwila, Washington LANCE MUELLER & ASSOC. CLIENT: LANCE MUELLER & ASSOCIATES /Architects 130 Lakeside, Suite 250 Seattle, Washington 98122 (206) 325 -2553 J. S 11 , jo WAS 4", it O 4)4'1' I AW F711ES — 09 / 12 / DESIGN CRITERIA: CODE UNIFORM BUILDING CODE, 1994 ed. ROOF LIVE LOAD 25 PS,F SNOW LOAD WIND LOAD 80 MPH ZONE, EXPOSURE "B". SEISMIC ZONE I1I, Z =0.3, Rw =6 ALLOWABLE SOIL BEARING CAPACITY ASSUMED TO BE 2000 PSF. SOILS ENGINEER TO VERIFY IN FIELD. RECEIVED CITY OF T I UI E ILA FEB 9 1996 DEC 0 1 1995 ROBERT FOSSATTI ASSOC. PERMIT CENTER R ECEIVED FFB 1 ® SHUTLER doe THE PEARL BUILDING Clink CONSULTING Tukwila, Washington ® ENGINEERS Inc. SHEET NO COVER 2 of 1300 -114th Avenue S.E., Suite 250 C.ALCUurm ev JC DATE 12 -1 -95 Bellevue, Washington 98004 sE 95_63 (208) 450 -4075 FAX: (206) 450 -4078 dob No. • STRUCTURAL CALCULATIONS TABLE OF CONTENTS SUBJECT PAGE Arch Framing _____ Arch Foundation Fdn Walls W Lateral • Frame :Design _____ Frame ' • • • • SHUTLER CONSULTING ENGINEERS SGE ARCHES AT FRONT DEAD LOADS BEAM 1 VERTICAL LOADS HORIZONTAL LOADS SEISMIC BEAM 1 BEAM 1 COLUMN 1 Line 1 Title : "Tt_ fr ( � L LIne 2 Scope : Line 3 Number: A a-C « - Line 4 Misc Line 5 Dsngr : 1.c•,r'i\ S Date :11 -Nov -95 STEEL COLUMN DESIGN Page DESCRIPTION )) THE PEARL BUILDING )) COLUMNS AT ARCHWAYS COLUMN DATA DESIGN DATA AISC SECTION ))TS16x8x5/16 v Fy - 46 ksi TOTAL COLUMN HT. - 22 ft / LOAD DURATION FACTOR = 1.3333 COMBINE LL >4 ST ? N y/n SUPPORT FIXITY - - -)) 5 (( 1 =Pin /Pin, 2 :Fix /Fix, 3 =Pin /Fix SIDESWAY 1:Restrained, 0:Free 4: Fix /Pin, 5 =File X-X AXIS - - (Bottom /Top) Y-Y AXIS UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS - 22 ft(' X-X AXIS - 2.1" Y -Y AXIS = 22 ft ✓ Y -Y AXIS - 2.1 - APPLIED LOADS AXIAL DEAD LOAD = 8.52 kipsv ECC. for X-X MOMENTS = in ' LIVE LOAD - kips ' ' Y-Y ' - 6 in ' SHORT TERM = kips Dead Live Short SLoc ELoc X -X AXIS MOMENTS: TOP - k-ft BOTTOM = k-ft BTWN ENDS : ft Y-Y AXIS MOMENTS: TOP - k-ft BOTTOM : k-ft BTWN ENDS = ft POINT LOADS: (k) X-X = -2.49 18.54 ft M= t.lh v. I`,•5 Lilo Ib 1t. - F 1 Y -Y - p ft UNIFORM: (k /ft) X -X ft Y -Y - ft SUMMARY USE : 1516X8X5/16, Max Stress Ratio = 0.34 Load Coib...)) Dead Live D +L DL +ST Formula 1.6 - la - OK Formula 1.6 - lb - OK Formula 1.6 - 2 : 0.147 0.147 0.338 OK Actual & Allowable Stresses... Fa : Allowable = 5.57 5.57 5.57 7.42 ksi fa : Actual - 0.59 ✓ 0.59 0.59 ksi Fb :xx : Allow [1.6 -1a) = 30.36 30.36 30.36 40.48 ksi ' [1.6-lb & 1.6 -2) = 30.36 30.36 30.36 40.48 ksi fb :xx Actual - 0.21 ksi Fb :yy : Allow [1.6-1a) : 30.36 30.36 30.36 40.48 ksi ' [1.6 -1b & 1.6-2) = 30.36 30.36 30.36 40.48 ksi fb :yy Actual = 1.24 ✓ 1,24 1.24 ksi Max X-X Axis Deflection = -0.839 in y/1 22.00 ft from base Max Y -Y Axis Deflection = 0.172.'in 1 22.00 ft from base STEEL SECTION DATA DEPTH = 16.00 in I -xx = 481 in "4 WIDTH : 8.000 in S -xx = 60.125 in "3 FLANGE THICKNESS = 0.313 in R-xx = 5.780 In WEB THICKNESS = 0.313 in I -yy = 165 in "4 AREA = 14.40 in "2 S -yy = 41.25 in "3 WEIGHT = 48.89 1 /ft R-yy = 3.385 in r . _ Line 1 Title : ( Line 2 • Scope : J Line 3 Number: jrz-01- 0 Line 4 Rise : Line 5 Dsngr : 1•G,e.s15 Date :21 -Nov-95 STEEL COLUMN DESIGN INTERMEDIATE STRESS CALCULATION VALUES F'ex (DL+LL) = 16228. psi F'ex (DL +LL +ST) = 21638. psi F'ey (DL +LL) = 5567.0 psi F'ey (DL +LL +ST) = 7422.7 psi Ce:x (DL +LL) = 0.85 C.:x (DL +LL +ST) = 0.85 Cl :y (DL +LL) = 0.85 C! :y (DL +LL +ST) = 0.85 Cb:x (DL +LL) = 1.75 Cb:x (DL +LL +ST) = 1.00 Cb:y (DL +LL) = 1.00 Cb :y (DL +LL +ST) ' = 1.00 � f COLUMN 2 Lune 1 iitie : -1 i, ; , t Line 2 Scope Line 3 Number: kr CM - Line 4 Misc Line 5 Dsngr : T.c..ti -r S Date:21-Nov-95 STEEL COLUMN DESIGN Page DESCRIPTION )) THE PEARL BUILDING )) ARCHWAY COLUMN SUPPORTED BY BUILDING COLUMN DATA DESIGN DATA AISC SECTION ))TS8x8x5 /16 ✓ Fy = 46 ksi TOTAL COLUMN NT. = 22 ft ' LOAD DURATION FACTOR = 1.3333 -' w.r^ COMBINE LL & ST ? N y/n SUPPORT FIXITY - --)) 1 (( ✓ 1= Pin /Pin, 2 =Fix /Fix, 3= Pin /Fix SIDESWAY 1:Restrained, 0: - 4 =Fix /Pin, 5 =Fix /free X-X AXIS (Bottom /Top) Y -Y AXIS UNBRACED LENGTHS: EFFECTIVE LENGTH FACTORS: X -X AXIS = 22 ft - X -X AXIS L. 1 - Y - Y AXIS - 22 ft ' Y -Y AXIS - 1 APPLIED LOADS AXIAL DEAD LOAD = 8.52 kips v ECC. for X -X MOMENTS = in ' LIVE LOAD - kips ' ' Y -Y ' = 6 in ✓ ' SHORT TERM - kips Dead Live Short Sloc ELoc X -X AXIS MOMENTS: TOP - k-ft BOTTOM = k -ft BTWN ENDS = ft Y-Y AXIS MOMENTS: TOP - k-ft BOTTOM = k -ft BTWN ENDS = ft POINT LOADS: (k) X -X - 1.57 v 16 ft ✓ Y-Y = ft UNIFORM: (k /ft) X-X = 0.0924 v 22 ft v Y -Y - ft SUMMARY USE : TS8X8X5 /16, Max Stress Ratio = 0.23 �' c Load Comb.,.)) Dead Live Oil DL +ST Formula 1.6 - la - OK Formula 1.6 - lb - OK Formula 1.6 - 2 = 0,127 0.127 0.227 OK Actual & Allowable Stresses... Fa : Allowable = 17.26 17.26 17.26 23.01 ksi fa : Actual - 0.91 ✓ 0.91 0.91 ksi Fb:xx : Allow [1.6-le) = 30.36 30.36 30.36 40.48 ksi ' ` (1.6 & 1.6 - 2) = 30.36 30.36 30.36 40.48 ksi fb:xx Actual - ✓5.96 ksi Fb:yy : Allow (1.6 -1a) = 30.36 30.36 30.36 40.48 ksi ' (1.6-lb & 1.6 -2) = 30.36 30.36 30.36 40.48 ksi fb:yy Actual = 2.25 ✓ 2.25 2.25 ksi � � a 1 Hay X -X Axis Deflection = -0.354 in ✓ 0 11.59 ft from base 1 Max Y -Y Axis Deflection = -0.087 in 0 12.76 ft from base STEEL SECTION DATA DEPTH = 8.00 in I-xx = 90.900 In "4 WIDTH = 8.000 in S-xx = 22.725 in "3 FLANGE THICKNESS = 0,313 In R-xx = 3.116 in WEB THICKNESS = 0.313 in I-yy = 90.900 in AREA - 9.36 in "2 S -yy = 22.73 in "3 WEIGHT = 31.78 I /ft R = 3.116 in r -T line 1 Title : Line 2 Scope Line 3 Nuober: - IL, Line 4 Misc Line 5 Wig 3.c). 91 Date:21-Nov -95 STEEL COLUMN DESIGN INTERMEDIATE STRESS CALCULATION VALUES F'ex (Distil) = 20808. psi F'ex (0L+LL+ST) = 27744. psi F'ey (D1.111) = -20808. psi F'ey (01.+11+ST) = 27744. psi Cu:x (OL+LL) = 0.85 Co:x (DLiLL+ST) = 0.85 Cloy (DOLL) 0.85 C.:y (DL+LOST) = 0.85 Cb:x (DL+LL) 1.75 Cb:x (DL+LL+ST) = 1.00 Cb:y (01.iLL) m 1.75 Cb:y (DL+LL+ST) = 1.75 Cs FRAME ANALYSIS LOAD CASE FACTORS FASTFRAME Two- Dimensional Static Frame Analysis Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE P Project Title : Date : 26- Nov-95 Project 0 Time : 07:01:45 PM Client Scope This 2 -D frame consists of : 6 Nodes 0 Nodal Loads 6 Beams 0 Bear Point Loads 5 Load Combinations 6 Beam Distributed Loads 4 Member Properties FASTFRAME is a 2 -D finite element program providing structural analysis & design. solutions. FastFrame transforms LOTUS 1 -2-3 into a full featured structural analysis, design, and graphics system. Full AISC code checking & selection from a 2,700 member database, structure plotting, and member analysis & graphics is provided. FastFrame models rigid frames, braced frames, trusses, and any type of two - dimensional structure. Nodes and Bears are used to define the frame's geometry and member connections. Nodes and Bears also have 'restraint' and 'release' codes which set how the X, Y, and Z (rotation) degrees of freedom are used. Also, '5' or 'D' node restraints specify spring supports and forced displacements. Loads are applied to the frame by using the Node Load, Beam Point Load, and Beam Distributed Load areas. You can apply virtually any type of load, moment, or thermal gradient to the frame. Also, 'direction' codes can modify the alignment of a load. Each member has a 'property' list which specifies the area, inertia, and other values, including AISC check values. FastFrame let's you 'Tag' members (i.e. a W21x55 can be tagged 'BM1'). You can then either assign the tag or actual section label (W21x55) to a member. Load Factors and Load Combinations are used to combine types of loads as required by building codes. The 'factor' capability enables FastFrame to assign a single multiplier to each load in a case -or- each combination at run -time. Gravity loads from frame members can also be automatically generated. Output is supplied for node displacements, reactions, beam end shear, axial & moment loads, and AISC unity checks. Full color structure & detailed plots for AISC stress checks are also provided. NODAL DATA 1 Global Default Temperature = 0.00 NODE Coordinates Boundary Restraints 1 Node LABEL X Y X-dof Y -dof 2-dof Temp (ft) (0,1,2,in,K- in,radians) -- --- (F) - -- 1 0• 0, 1 . 1- Pikn., ✓ 2 0 : 16' 3 0 22 4 40' O' 1 1 1 F(XFv i 5 40 16' 6 40 22' BEAM DATA Beam Property End Releases .1 1 Beam Definition Label I -end 1 3 -end ; BEAM 1 length I-node 3 -node -or- Tag x y z 1 x y z 1 LABEL 1 (ft) 1 - 2 COLUMN2 11 1 16.000 2 - 3 COLUMN2 2 1 6.000 4 - 5 COLUMN! 3 1 16.000 5 - 6 COLUMN! 4 1 6.000 ' 2 - 5 BEAM 5 1 40.000 3 - 6 BEAM 6 1 40.000 C BEAM STRESS CHECK DATA BEAM Unbraced Lengths K:Length Factors Bending Coeff 2nd LABEL ' Y-Y (axis) X -X Y -Y (axis) X-X Cm Cb Member? (ft) Default Beam Length 1 1 1 1 1 No 1 1 I I $ BEAM PROPERTIES AISC /Other Area Inertia Elastic Weight Coef. of Fy Y,.Y Property SECTION I-xx Modulus Density Therm Ex1 Axis Tag PROP. LABEL (in "2) (in "4) (Ksi) (K /ft "3) ( /100F)1 Flag 1 Default 29000 0.4896 0.00065 1 36 COLUMN! TS16x8x5/1 14.3999 481 0 • 1 46. 1 ✓ COLUMN2 TS8x8x5/16 9.35999 90.9000 0 ' 1 46' BEAM TS12x8x5/1 11.8999 239 0 1 46 • BEAM DISTRIBUTED LOAD DATA A 't 5 BEAM ; SMag EMag Sloe floc :Did Load Case Factors LABEL; (K /Ft,• Deg F) (ft) (ft) ; ; p 1 ` 2 3 4 5 5 -0.227 1sl, �K� 1 Y ; 1' 6 -0.227 Y 4 ; 1' 5 -0.051 =,zts (ic)/ X i 1 6 -0.051 (') X ; 1 ,, 5 0.051 X'i 1 6 0.051 X ; 1 ' LOAD COMBINATION DATA Combination ;Run; Stress ; Load Case Multipliers ; Factors Y-load Description 1? ;Increase, 1 2 3 4 5; Xgrav Ygrav Flag b c eQu_ cct e. 1:DL 1 1.00 1 2:DL +EOL 1 1.33 .1 1 3:DL +EOR 1 1.33 1 1 4:EOL 1 1.33 1 5:EOR 1 1.33 1 6: 1.00 7: 1.00 8: 1.00 9: 1.00 10: 1.00 11: 1.00 12: 1.00 13: 1.00 NODAL DISPLACEMENTS AND SPRING /SUPPORT REACTIONS NODE 1 Load 1 Displacements (in, rad) 1 Reactions (k,k -ft) LABEL 1 Comb. 1 X Y Rotation 1 X Y Rotation 1 1 1 -0.000 -0.000 0.00107 1 0.29 9.08' 0.00 1 2 4.000 -0.000 0.00571 ALB • 10.17 -' 0.00 1 3 0.000 -0.000 -0.0035 -0.17 8.00 0.00 1 4 -0.000 -0.000 0.00463 0.46 1.09 0.00 1 5 0.000 0.000 - 0.0046 -0.46 -1.09 0.00 2 1 -0.076 -0.006 -0,0009 0.00 0.00 0.00 2 2 -0.763 -0.007 0.00049 0.00 0.00 0.00, 2 3 0.611 -0.006 -0.0024 0.00 0.00 0.00 2 4 -0.687 -0.001 0.00145 0.00 0.00 0.00 2 5 • 0.687 0.001 - 0.0014 0.00 0.00 0.00 3 1 -0.088 -0.008 - 0.0014 0.00 0.00 0.00 3 2 -0.893 -0.008 - 0.0003 0.00 0.00 0.00 3 3 0.717 -0.007 -0.0025 0.00 0.00 0.00 3 4 -0.805 -0.001 0.00110 0.00 0.00 0.00 3 5 0.805 0.001 -0.0011 0.00 0.00 0.00 4 1 0.000 -0.000 -1E -15 -0.29 9.08-' 0.14 4 2 -0.000 -0.000 3E-13 3.33 7.99' -33.96 4 3 0.000 -0.000 -3E -13 -3.91 1116" 34.25 rou 4 4 -0.000 0.000 3E-13 3.62 -1.09 -34.10 4 5 0.000 -0.000 -3E-13 -3.62 1.09 34.10 5 1 - 0.065 -0.004 0.00104 0.00 0.00 0.00 5 2 -0.748 -0.004 0.00350 0.00 0.00 0.00 5 3 0.618 -0.005 - 0.0014 0.00 • 0.00 0.00 5 4 -0.683 0.000 0.00245 0.00 0.00 0.00 5 5 0.683 -0.000 - 0.0024 0,00 0.00 0.00 6 1 -0.099 -0.005 0.00140 040 0.00 0.00 6 2 - 0.906 -0.004 0.00241 0.00 0.00 0.00 6 3 0,707 -0.006 0.00040 0.00 0.00 0.00' 6 4 -0.807 0.001 0.00100 0.00 0.00 0.00 6 5 0.807 -0.001 - 0,0010 0.00 0.00 0.00 ' an “F-, r ^nti a o, °II = h c 0 1514 - to ,.� . 1 1 BEAM END FORCES BEAM ;Load ; I Node End 3 Node End A k � LABEL ;Comb.; Axial Shear Moment Axial Shear Moment (K) (K)---- (K-ft) - -- - - -(K) (K)---- (K -ft) -- 1 1 9.084 / -0.290 -0.000 ✓ -9.084 0.290 -4.646 1 2 - 10.169 -0.746 -0.000- -10.169 0.746 - 11.940 • 1 3 7.998 0.165 0.000- -7.998 -0.165 2.647 1 4 1.085 -0.456 -0.000" -1.085 0.456 -7.293 1 5 -1.085 0.456 0.000' 1.085 -0.456 7.293 2 1 4.529 -8.348 -23.506 -4.529 8.348 - 26.584 2 2 4.909 -10.568 -29.101 -4.909 10.568 - 34.305 2 3 4.148 -6.129 -17.910 -4.148 6,129 -18.864 2 4 0.380 -2.219 -5.596 -0.380 2.219 -7.720 2 5 -0.380 2.219 5.596 0.380 -2.219 7.720 '3 1 9.076 0.290 0.144 -9.076 -0,290 4.503 3 2 , 7.991 ;-3.334 - 33.958 -7.991 3.334 - 19.382 3 3 10.162 3.915 34.246 - 10.162 -3.915 28.387 3 4 -1.085 -3.624 -34.102 1.085 3.624 -23.885 3 5 1.085 3.624 34.102 -1.085 -3.624 23.885 4 1 4.551 8.348 23,050 -4.551 -8,348 27.040 4 2 4.171 8.528 31.620 -4.171 -8.528 19.546 4 3 4.932 8.169 14.480 -4.932 -8.169 .34.533 4 4 -0.380 0.179 8.570 0.380 -0.179 -7.494 4 5 0.380 -0.179 -8.570 -0.380 0.179 7.494 5 1 -8.058 4.555 28.152 8.058 4.525 - 27.553 5 2 -9:821 •5.260 41.041 11.861 3.820 - 12.238 CdeSi n-At„ ►��� i�+�+►&S 5 3 -6.294 3.850 15.263 4.254 5.230 -42.867 p . hl" S AP\C, 725 I N 5 4 -1.764 0.705 12.889 3.804 -0,705 15.315 5 5 1.764 -0.705 - 12.889 -3.804 0.705 -15.315 A A vsk 6 1 8.348 4.529 26.584 { -8.348 , 4.551 -27.040 6 2 10.568 4.909 34.305 -8.528 : 4.171 -19.546 6 3 6,129 4.148 18.864 -8.169 4.932 -34.533 6 4 2,219 0.380 7.720 -0.179 -0.380 7.494 6 5 -2,219 -0.380 -7.720 0.179 .0.380 -7.494 . I BEAM TO COLUMN CONNECTION CASE FREESTANDING CASE 1 WIND LOAD FACE OF ARCH WELD TO BASE PLATE CHECK ANCHOR BOLTS CASE 1 WIND CONCRETE STEEL PLATE THICKNESS FOOTING FOR FREESTANDING COLUMN WINDS FOOTING REINFORCING FOR COLUMN 2 CONNECTION TO BUILDING BOLT GROUT WELD AT SPLICE SUTLER CONSULTING ENGINEERS Sob THE PEARL BUILDING Structural Engineers Sheet no. 14450 N.E. 29th Place, Suite 116 Calculated by - 3.0. - 4 ySL s • Bellevue, Washington 98007 Checked by (206) 885 -4473 Date. 11/22/95 r SQUARE SPREAD FOOTING DESIGN Allowable soil bearing = 2000.00 psf Yield stress of reinforcing steel = 60.00 ksi Compressive stress of concrete - 2.50 ksi Combined ultimate factor (D.L. + L.L.) = 1.60 Cover to bottom of bottom bar - 3.00 in *1* Allowable load is allowable applied load, tas (Allow. Load = Ftg area * allow. soil bearing - ftg weight.) • FOOTING SCHEDULE Footing Thick- Required Ber size options Allow. Size ness Area of steel No. ; Size No. ; Size Load F- 2.00 10.00 0.43 in "2 1 0 6 1 1 7 7.50 k F- 2.50 10.00 0.54 in 2 1 5' 2 4 6 11.72 k F- 3.00 10.44 0.65 in 3 1 5 2 1 6 16.88 . "F:4;50 10.00 0.76 i n"2 3 1 5 -' 2 1 4 22.97 k 0 F- 4.00 ' 10.0 �6`in 2 3 _. __. _. 2 .. _ I __ 6 ' 30.00 k F- 4.50 10.00 0.98 in 4 1 5 3 1 6 37.97 k F- 5.00 12,00 1.30 in 5 1 5 3 1 6 46.25 k F- 5.50. 12.00 1.43 in 5 1 5 4 1 6 55.96 k F- 6.00 14.00 1.81 in 6 I 5 5 6 65.70 k F- 6.50 14.00 1.97 in 7 4 5 5 4 6 77.11 k - F- 7.00 16.00 2.42 i n "2 6 0 6 5' 1 7 L 8420 k F- 7.50 16,00 2.61 in 6 1 6 5 1 7 101.25 k F- 8.00 18.00 3.11 in 8 I• 6 6 1 7 113.60 k F- 8.50 18.00 3.33 in 8 I 6 6 1 7 128.24 k • F- 9.00 20.00 3.89 in "2 9 I 6 7 1 7 141.75 k F- 9.50 20.00 4.15 i n"2 10 1 6 7 1 7 157.94 k F -10.00 22.00 4.75 in 11 0 6 8 1 7 172.50 k • SHUTLER CONSULTING ENGINEERS Job THE PEARL BUILDING Structural Engineers Sheet no. FD,., - '�- 14450 H.E. 29th Place, Suite 116 Calculated by ;1.0.4.,0 -1 Bellevue, Washington 98007 Checked by (206) 885 -4473 Date 11/22/95 FOOTING SHEAR Footing Thick- d Beam Shear Punching Shear Bo Size ness (in.) Vu Phi Vc Vu Phi Vc (in.) F- 2.00 10.00 5.50 0.53 11.22 6.75 61.71 66.00 F- 2.50 10.00 5.50 2.67 14.03 13.95 61.71 66.00 F- 3.00 10.00 5.50 5.60 16.83 22.75 61.71 66.00 F- 3.50 10.00 5.50 9.33 19.64 33.15 61.71 66.00 F- 4.00 10.00 5.50 13.87 22.44 45.15 61.71 1 66.00 F- 4.50 10.00 5.50 19.20 25.25 58.75 61.71 ; 66.00 F- 5.00 12.00 7.50 22.67 38.25 72.39 94.35 ; 74.00 F- 5.50 12.00 7.50 29.33 42.08 89.19 94.35 1 74.00, F- 6.00 14.00 9.50 33.60 58.14 105.86 132.43 ; 82.00 F- 6.50 14.00 9.50 41.60 62.99 125.86 132.43 ; 82.00 F- 7.00 16.00 11.50 46.67 82.11 145.55 175.95 1 90.00 F- 7.50 16.00 11.50 56.00 87.97 168.75 175.95 1 90.00 F- 8.00 18.00 13.50 61.87 110.16 191.46 224.91 ; 98.00 F- 8.50 18.00 13.50 72.53 117.05 217.86 224.91 i 98.00 F- 9.00 20.00 15.50 19.20 142.29 243.59 279.31 1 106.00 F- 9.50 20.00 15.50 91.20 150.20 273.19 279.31 ; 106.00 F-10.00 22.00 17.50 98.67 178.50 301.95 339.15 ; 114.00 FOOTING STEEL Footing Thick- d Design Steel Minimum Steel 1 As Size ness (in.) Mu As (Temp steel) , ;Provided F- 2.00 10.00 5.50 0.47 0.04 0.43 in. "2 0.43 F- 2.50 10.00 5.50 1.00 0,10 0.54 in. "2 0.54 F- 3.00 10.00 5.50 1.74 0.21 0.65 in. "2 0.65 F- 3.50 10.00 5.50 2.67 0.39 0.76 in. "2 0.76 F- 4.00 10.00 5.50 3.80 0.64 0.86 In. "2 0.86 F- 4.50 10.00 5.50 5.14 0.98 0.97 in. "2 0.98 F- 5.00 12.00 7.50 6.67 1.02 1.30 in. "2 1.30 F- 5.50 12.00 7.50 8.40 1.43 1.43 in. "2 1.43 F- 6.00 14.00 9.50 10.34 1.50 1.81 in. "2 1,81 F- 6.50 14.00 9.50 12.47 1.97 1.97 in. "2 1.97 F- 7.00 16,00 11.50 14.80 2.06 2.42 in. "2 2.42 F- 7.50 16.00 11.50 17.34 2.61 2.59 in. "2 2.61 F- 8.00 18.00 13.50 20.07 2.72 3.11 in. "2 3.11 • F- 8.50 18.00 13.50 23.00 3.33 3.30 in. "2 3.33 F- 9.00 20.00 15.50 26.14 3.47 3.89 in. "2 3.89 F- 9.50 20.00 15.50 29.47 4.15 4.10 in. "2 4.15 1 F -10.00 22,00 17.50 33.00 4.32 4.75 in. "2 4.75 R M SHUTLER J Ttit PFAe -c. &L o L, _U CONSULTING ENGINEERS, INC SHEET NO. 1 OF ! 1300-114th Ave SE, Suite 250 CALCULATED BY \J" ') C `" " DATE (/ /$ / 5 7 Bellevue, WA 98004 CHECKED BY DATE 4. (206)450.4075 „ FAX 450 -4076 SCALE. _ CL -(k-. tN S e Z U ' - 0`" DvuY ; - . 1 'T • lb•Try . — s.1.1' °`:_.._ F _-l�b'�A " v Pam'. _. --- pos Pt. AL - ti_lb)(2 t (.1.6 ( 1 ) (W )(111- tu' 7) pvl. (avu 1_pr`.t4- 1.-.C-151‘. ;, F,,. w•N • - - r L — -- - ALA -A.-. S kt 114 Lt- C.1 r•+ N S = - I • Z k % 2 c.. J ✓ h' S s l � • L1 i s A S F SANk AS '-PPL. _...1tSf.en..�I, J 1 ►S$ D t..A.t 11.9sr 1 ' 3 •,, 4 - 'C)E L w) L7-0C10)) OS _) t.S1 . _. 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(11.1,5)( ..,s> 4 ":', / ", .. i 50EAe... c.>...J a.,) 1(' (4bSc IC ) (1- C.IU Ni 1. 1 p. ) 1 W.tir- 1Ai J ■ 1 0 1 A L- Stl(•Are_ (etS IS N 4 . ((. = le.. 9 ! 'TO TA`SNC-Lt_ FPp.tEP 19.. = 1‘,‘,i..41 z : F .5 = I,0y —e-A4a SH(A: Ce ti 1 N1 1 . • . { -. SHUTLER SOB i t-t PEAR 1, i3 --1) l-, ®� CONSULTING , - ENGINEERS, INC SHEET NO. �_-Z OF 1300 -114th Ave SE, Suite 250 CALCULATED BY ` � J � DATE 1' / 9 / Cl C Bellevue, WA 90004 CHECKED BY DATE (206) 450-4075 FAX 450 -4076 SCALE : 1 Cwt 4- ov E~ V- rt � R N 1A- L NA :a- - . T flit C2-5/7..) + (' L ,- t.$) = 531. x. I is - 4 15 t. c) zn. -L. e,14 ' t R'Ja.; Du APT, P .A.... Ax ND 14 D Q TL4 P-Af N 1 IA) V e l ' LA P t.. I F-T. 1 S A AB ;C;uNrl -c- , - / l�� ' - 't " 5 y USE 3/c{" I Ei - f eot S wl 43, et-1160 , oi _ 7- - -�^-- ?ea , �`-r arta-r SPAC�NC,. g" Fvtt- tswt -L v►. -..^ y b - ' 'i 1 4 % ' Fun- It Z. V t.LA6, PANEL � .. GoI,E atsl _ `13r4` t p►.,,. v,,,,,,(, .i ` v 4.1 Ftga 42,.. VAvt.k(.. 6u6�SfjtKtLq`. 111t1— , _. -___: 17 r 7 14% , _. 9. s6 (tec.. L ( 6- 's6.4 egr tw ts. , 4-- i l pill ...../7-1. . ---,:-,-457 V 5 C. I `( ,L.Z 1 la vim... k / ■.......„........._: r t 1 .../ \ 5 Ik& A R- C.0 6•c -c1.4) » . I ih � ' � R 00 1'1y 7la -Q,(- = C-sl 1 .$) ( a• - t 1. 5) - 6.3 . 1 4 4 _..._ ....... - 0 O b.. CNEC.AL. Ft•c11 ui. SAfCT`t2 6 u' s t..-.Jc,).thJ 61 . 1v7 AA.- S ti( As.e 24% t s-r p..4.-e- = le) . i 6 r, rt . 1 4. 6" (, X. St(t u I I- 9 " 1) "T6 1� v SI EoP OK ( .1 0 . 1 c.5 , (. 37 —� U k.- w, FAc•TUM1 5 of 5 Ate ri) . 4 I,..c.-L.4C P ■I/ 1ASLAL-4 It: sb 13D t.-1 " -... 1 411. M SHUTLER �a© -0+-6 PE P. 2t-. 13 (.b eN 111111k II CONSULTING ENGINEERS, INC SHEET NO. W ~3nn f, OI CALCULATED BY �' C.L4.f 1 c DATE 1 1 ( c i /S 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE Z G4i eGtr- , 51 ti-' PA ►Jk . l. t L S L ID -DDt' DPNLA • 1 _ ! '1 S� ?� l v' z: "IS 6. .. "Ffi ..y -, (33. V-r-t _ . �. . .. , • - - _ . ; . ' t33 'J4. 32..3 : 44 4 Non,,Z i• (.0. � T�. 4513 _ — zs • Y I . 34- 3. S i 3 7 Y �._ .... � .�:. =- z z 2.3 T ,,, 4 ",,.,`__ M3.5. Y- � -t. w y ct. L .1c 37.3'1 a -«�..� L I — � -- 1. 35 i As IJS (pItuv = O. b t zit S e_. c.0L,t., C. / / . (A9 t ,., t., k'.... 511._E. 4 • • —� (t • Sd(0 0 VL(L IT�55ED PEA c- e,# BEAr -k 14 c4-= t-2.‘1" '"----4 ---9 ■)/ A X 1 t s L. u u A D F ( 1 . . 4 r 1 A C-- k M o T 11:4- C 2k. d 5' . t5 A I l k , P (A e N 2 t } r) ' ( F '(A A D 1 r Tt1 E TE 5 I t) N . . . .. . STEM_(- , TMtS \.r.,t .Li Aw01. --d AN (NC. REASe c ..-- "�!� Pax,el I Pi h^' )—k6 C A PA c- I i . . . . .. - • Qs -to l- wAD (.70w■.)E'o‘tJX.)X Ct.N)(- 15)C.S5 16. + "1a : _. Z 1.."X = 34 . 7 1 1 0-1 - 2K%- ) i VA . 6' • . %ov tc -Ft• c `'i M = to k.-V* P6qt- C.,, P ,,.kAl %is --o -- L LEC. 1.., CJ► -•P SIC'- CAN P -. wt' qN -'i. -4 ( I,. p t . 0' €r. L.E (- ..Pt- Ac tit 5 MAsL IAA.,,■-...50 -i 't(-F- UE`(.. ?' ∎., TE iv..) I, line 1 Title : - c-�..... �.,... 1 R � d.J Line 2 Scope Line 3 Number: w- y Line 4 Misc : Line 5 Dengr : •cA-- , 0a C Oate:09-Nov-95 Ir CONCRETE RECTANGULAR i TEE GERM DES Page DESCRIPTION )) THE PEARL BUILDING 0 )) EXISTING PANEL LEG WITH LATERAL LOAD C '2-V \ " 0 ? - 41\ BEAM DATA DESIGN DATA SPAN = 10 ft f'c = 3,000 psi i BEAM DEPTH - 36 in FY = 40,000 psi ' BEAM WIDTH = 6 in SEISMIC ZONE (0 =wind) = 3 'T' FLANGE THICK. = in COMBINE 11 i ST ? N y/n FLANGE BOTH SIDES ? M y/n CONCRETE WEIGHT = pcf WEB SPACING - ft Graphics: (1,2,3,4) : 3 INCLUDE BM. WT. ? N y/n END CONDITIONS STIRRUP AREA = tO4/In"2 Fix = 2 ... LEFT )) 2 (( NC P- G t A . 0 I--AA) Eff. Slab Width F 6 in Pin = 1 ... RIGHT )) (( _4 V')"• '� F, . Free= 0 ... - -- REINFORCING CENTER LEFT RIGHT BOTTOM TOP TOP BOTTOM TOP BOTTOM LAYER 11... COUNT: 2 2 2 2 2 2 SIZE: 5 5 5 5 5 5 'd' : 2 12.67 2 12.67 2 12.67 in LAYER 12... COUNT: 2 2 2 2 2 2 SIZE: 5 5 5 5 5 5 'd' : 34 23.33 34 23.33 34 23.33 in APPLIED LOADS Dead Live Short Location TRAPEZOIDAL: Start End ( 11: Load 1 Left = klf ft 1 Right= klf 12: Load 1 Left = klf ft I Right= klf DISTRIBUTED: 11 = klf ft t2 = klf ft 13 = klf ft POINT: 11 = 9.56 k , 10 ft ! 12 - k ft Stirrup Requirements: Dist. -) 1.7 3.3 5.0 6.7 8.3 10.0 ft 1- '' ' Spacing -) 17.00 17.00 17.00 17.00 17.00 , 999.00 999.00 in - (,C { `. « ( ;) ,r. «' �S Vu -) 13.38 13.38 13.38 13.38 13.38 ''___. k Line 1 Title : Biel '1/41 LIne 2 Scope : Line 3 Number: S Line 4 Misc : Line 5 Osngr Date :09- Nov-95 f CONCRETE RECTANGULAR & TEE BEAM DESIGN ADDITIONAL DEFLECTION DATA Optional Location = ft Using Service Loads Only ....(enter 0.0 for maximums) Mcr: Cracking = 44.4 ft -k Neutral Axis = 8.53 in Ms:Max DL +LL = 95.6 ft -k I : Gross = 23,128 in "4 RI = (Ns :DL +LL) /Mcr = 0.464 I : Cracked = 6583 in "4 Ms:Max DL+LL +ST = 95.6 ft -k E : Elastic Mod. =3.1E +06 psi R2 = (Ms :DL +IL +ST) /Ncr= 0.464 Fr : 7.5$(fc) ".5 = 410.8 psi I:eff... Ms(OL +LL) = 8,257 in Z:Cracking = 38.1 ksi .I :eff... Ms(DL +LI +ST) = 8,257 in "4 STATIC SECTION ANALYSIS For Evaluation of 'Mn' Moment Capacity: Center Left Right X : Neutral Axis ; - 3.93 3,93 3.93 in a = beta $ x - 3.34 3.34 3.34 in Compression in Concrete = 51.142 51.1421 51.1421 kips Sum (Steel comp. forces) - 23.219 23.219 23.219 kips Tension in Reinforcing = -14.4 -74.4 -74.4 kips To Determine Mn, Use... Sections w /Tension Steel Only - - --1) Mn = T * (d -a /2) With Tension i Compression --)) Mn = Cc * (d -a /2) + Sum(Css(d -d') For Evaluation of Max. As For Ductile Failure: X- Balanced - 23.29 23.29 23.29 in Xmas = x s max % - 17.47 17.47 17.47 in a -max = betasXmax P. 19.80 19.80 19.80 in Compression in Concrete = 227.2 227.2 227.2 kips Sum (Steel comp. forces) - 36.5 36.5 36.5 kips Total Compressive Force - 263.6 263.6 263,6 kips As Max,: Tot Force / fy = 6.59 6.59 6.59 in "2 Line 1 Title : (4,4 Line 2 Scope Line 3 Number: w -( line 4 Misc : Line 5 Osngr : 3 .0 ...-0 Date :09 -Nov -95 RECTANGULAR CONCRETE COLUMN DESIGN Page DESCRIPTION )) EXISTING L PANEL D LEG WITH AXIAL AND LATERAL LOAD 6 7/0('C.7'• O P N( DESIGN DATA COLUMN DATA f'c = 3,000 psi DEPTH = 36 in Fy = 40,000 psi WIDTH = 6 in / SEISMIC ZONE (0: wind): 3 0 -4 / COLUMN HEIGHT - 10 ft • COMBINE LL i ST ? N y/n " CALC P :M DIAGRAM ? N y/n EFF. LENGTH FACTOR = 2.1 - Fvf -rb- Rr.' REBARS: COUNT BAR 0 "d' IS COLUMN UNBRACED ? N yin SET 11 : 2 5 2 in A S 1 C.b IAA IF UNBRACED, Delta :S SET 12 : 2 5 12.67 in • SET 13 : 2 5 23.33 in � " j A 1 MF tiT Total Reinf. Area = 2.48 in "2 SET 14 : 2 5 34 in t Steel = 1 15 t r SET 15 : in Note: 1t Min ( Actual ( 8% Max APPLIED LOADS MOMENTS: Top f Bottom AXIAL: DL - 8.2 k ' DL - ft -k LL - k LL = ft -k ST = 12 k . SHORT = 95,6 ✓ ft -k Ecc. - in DEAD LIVE SHORT Sloe ELoc DISTRIBUTED : 11 = klf 1 x= ft 12 = klf 1 x: ft POINT : 11 = k 1 x= ft 12 = k 1 x= ft SUMMARY ACI Equation 9-1 9-2 9-3 Pu : Max. Factored 11.48 28.28 24.18 k Pn * Phi : Capacity 1 Design Ecc. = 360.458 28.966 23.381 k (Z`-his I\ OK OK NG! l ttr _ . =, �j�, o <: e , t, Z3'• l Mc : Delta :BsM2b + Delta :S *M2S = 1.61 133.84'f33.84'kft Final Ecc.: Axial*Ecc t Moments = 1.68 56.79 66.42 in Magnification Factor 1.000 1.000 1.000 in Design Eccentricity = 1.68 56.79 66.42 in Po s .80 : (short column) = 514.940 514.94 514.94 k P : Balanced - 324.250 324.25 324.25 k Ecc: Balanced 10.32 10.32 10.32 in SLENDERNESS EFFECTS Actual kLu /r = 23.33 Elastic Modulus = 3E +06 psi Beta = 0.85 9 -1 9-2 9 -3 Neutral Axis Distance from Edge - 39.22 6.79 6.28 in Phi = 0.700 0.780 0.766 Max. klu /r to neglect slenderness = 34.0 34.0 34.0 Beta = Sustained / Maximum Moments = 1.000 0.406 0.305 Cr = 1.000 1.000 1.000 El = Nax((.2*Ec :IgtEs *Is) /(1 +Beta) -or- .4 Ec Ig /(1 +Beta)1/1000000 = Pc : PI "2 : El / (klu) 4 2 = Alpha : Max Pu / ( Phi $ Pc ) - Delta :b =Cm /(1- Alpha) - 1.000 1.000 1.000 Delta :b : N2b ft - Delte :s * M2s - 133.84 133.84 ft -k • SHUTLER doe Ti` P.",,'„'/I 13 (1 - _• .. CONSULTING �.- 1 I ENGINEERS, INC SHEET NO OF / 1300-1141h Ave SE, Suite 250 CALCULATED BY J ` 5 DATE 1 r /ZS (i S Bellevue, WA 98004 CHECKED BY DATE r (206) 450.4075 FAX 450.4076 SCALE -ST fLv N C. (?Ac -K-5 Pil SAJ - C 4 T U PNti. S .. - Is - rot0 e (61_b•. tAo,,- toy t6 / -(-y I.ro 1. - 11.' -v w • <.� • A.6 e_ U) -&A Do wt-s - (0 17-+ . /...1 S 1 I_ 1 l i 1° !L - r4 +1 " /z.. : I44 LV� ) b 1 . � C,o veci J :, i w .. TgA'7 1Z1 -o4 tvlNUJwS t�"'/Z'(— Z'.. c ( ._. . , t,.ls. (Aero = (.b- :, )( ,.N )(" ) )(. 14 ' 41 ) = W.z. ?SC Gb-. La A _ ( , ) ( S ) C / 1 2 ) C.10 = (6 , q (, 5 f � wiw "-- SI Ebz WAO c / wl = 'l6f1l( - I) 7- -2%.60E 6"' 5 -vP= 1360 ri-vo- % ` s ° 44 r a ( = 1(. 014) -. '236 O Lit Nl1 wkt)S L t..L _ (1,.„ 0)}.1zse...7...lta) F l)v•= 1:k- 1.7)L1 .4►1 = l y IF I : 113 f E( . L. = 1 I 41" T 0 1 ` 1 .. — r ._,.,_ ,w v F6. T" tv-4,.,4 . = S. 6 O - F —4::". dI n) D ( b l R S -q Su w._1.LycW)= Ill r 1F 6a = k = iS(12-) l.Zu It 150 1 Su 15 - V-11.)1:5 149 3 - -rT . Y.. -j�"� 444 5,60 0-2-) _ ‘,113 \4,, •••• 1`153 U kJy-Q - r ; 44 K y v. (/ 4 L W wir.N 7. 1 .UZ. - (Iry bpi SHUTLER I JOB ,` Pee_v( G((i" WWI CONSULTING 1,,, vv ENGINEERS, INC SHEET NO. 7. n OF / 1300 -114th Ave SE, Suite 250 CALCULATED BY `I -L - 11 1 J C DATE i t / IC'l 5 Bellevue, WA 98004 CHECKED BY DATE (206) 450-4075 FAX 450.4076 SCALE �N �-k- -' sPA l6 Sd l,., c,t^ . . 001,A. 4, wC 0-1. , f ) Wp,, .- L,5) ) 4- 4(7) ;') - . 15.15 33u P IF , �w e(6•v ., . �. ,� r . s.G..acwoML .A/ .= Ctil�tt?�LZSpcc\ .. _ Cu rb - ..... y i w plc- tbt�, I '1' C Y gut otu 12w ro t ; .t- .:---- I/ - tikk - :- - .:( J- l ....i-- r,ti..- wil+r< 'PI cl o ti A S r . ` - I :1 = , 5 ( C 3 z -- V ':37 ' ' • Ic'11 ! 0 . 1 ) ,S 1 1,y } ' I Liff >i• (...S ,16 11, 1. i : : 1 `' 4 - , 7.11 Iv, � �" ,._ x 1 wttk, TAB uEa"'' (LAPS I6` , foot- C M 0 2 D q l66 L Q- t�c�.. D Ft> a 0.4A C" Lop • -r = 11. (A 6- f -74 ' /� (7�Gb 0,SS It ___ �;l s t w/ c oo n A Fuc►. V�R..t' W PS S =- (.71-1)C3.33■ , IA( -Gk. 5 k{ G A tt, ` VITc. _ , Fr's ( ZC.'V s^I! v) C 6) (';7,.) t1. Tr Es (' . A _ ,Sy .)Clb'C1.,' _ c- { .3S it G< 'SS , C , M SHUTLER p. ( ereL . _R JOB CONSULTING -- l` C l ENGINEERS, INC SHEET NO. ln/ CAA, ��) OF / 1300 -114th Ave SE, Suite 250 CALCULATED BY r C/" C DATE I 1 / )-(4 r IS Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 .= FAX 450-4076 SCALE . C4 .- SMA) e to'-Do k c4x)T I Lkth-ne y r v .. 1 v-11" al- _. "Tr. := ..( ,-, q_l l ' A' T:11_ ,4 ) = _LL t 1 • • 1 C v . 1 11 w "-( Il ' f r t per`' Thl I • 4--- N2 ..........1 . _ _ _- • t L•) 4 •' (t�26 I > >< ot j j , X -- G 1 S tt 6 A 2 G nJ N C Q Sat_ i v P A E S 3t,3,' to „ t W y tut 3 - •h" w..._.; („1...1...t4 .- v�e,4...: '.. LEI .c I-) = 33, 6 -- Ai t....), (...4-1.- I.'3I ,.- „1 �, . 3 11 7 `' lAo I - 3 ih v s .__ �._ L a- ` L � N V CE 1 c .tv a S-� ■- w►wvFO • 244 ' IV(471,., % (.2,i))(, t..32)(.1 7 ItlN ' .K1 ; t 0.S E, PL. AT uI C -FP t0U'1 5 SA-ki1c11- 1 0 4 N T L Lk .I.) ern Aa.t^S a ` k-t' C- 1O �.D 201'1 ii=. L b ( Fonct uvFn 311■ � S -4 t•40v11 t,,.1 IJb (EC, . ' Lhd(h.. _ c L )tr2) Ltspsf) ÷ L5)( = 6S3 rk w,,,,= L1.1 }c.L 33__x( 9 Pty _.. w = (t.4)(65)+ I'7(33S) 3 (H'`' v1E (_S(B DL - /sIc LA_) i b L., k V t... — 65 3 -t- 5 - p I Pit AL„ LA, Ivo5 ' . 'C.i t ,, = vt-u 4 .i• , U s -4( t . ) ')•() , 6 t IC- S f /S'i a..t "":.• ' b I ( L'S I. Si *-I -I -I -I 3. 1 A. L.,' 4 .r la . 1Y% y 'k+ 33) = O ' � ' _ . 'r"l = kl• + l,0sAl)(7.4.V, - t.335X :ITS) 1%.SZ,L T - 5 lo%lb _ . T-, tt, C,1 t � :y = 5 , a� w . 11>�, M SHUTLER JOB t `'e'`� 13 I c `4 _l CONSULTING _ ® ENGINEERS, INC SHEET NO. W ( T V /1 OF I C 1300 -114th A SE, Suite 250 CALCULATED BY V ' ►/)"' c. DATE II tZ' ` 1 ✓ Bellevue, WA 98004 CHECKED BY DATE IC (206) 450.4075 FAX 450.4076 SCALE Ck4GC.. vbct.x t c ■ (...0 kV' $ 4- 4. J w — IH9 0 ' . .. , 0-y 1 CF•ty CA QT, 1 w/ (•.,,, le CAxi1(tk v €R • 4 - 66 w. t.• f C . . . = ! V (9 q' t._gt tt'' JJ, II ' .� 1 t.4�•- 11Lt... tivA = ly - 1,010''Ck„) 1 k-Ft .. S-0 " bo "r,.," A s k.......... = �►bs Cho q 6o - , �; t r �� .Sl t � _ , r• 3,83 w /V )..S _ x,`12 t,., Xt,1 - oiS6t,A '- . .--"-141-1 : . 5 ( U`NL 1"2. -1A.4• C,- ov4s• , IF StD-W sikteue -c .EI' c i . = LD N �.,.,, = v i ci t t o) C t/S \ I', .6 5 V- - As — .1t,s U,D - Q -,s,t Ltf•631 0.s . -3_ -1- , l-s l- (F t K .S' 0. t y x,33 0. tv% A S .> • 1.00 V t,.N s C{.�Jt` .64- S H nt: , C 3i# 44 cu.., 6.e. 4,u_a d ` c) (7) = ;1 ( * - 1.. k� ) ( 6 ) C.. 60 = 33, Szt'* s .,; ( 4/.5 k- a :{. cyt C- V- 6 0. A k LA) 4 Q C -- .A 4 - i 3 tt' y E ID? —r1.--..4...v = t, z l SHUTLER JOB 1 ( A _ _ a _ p . - ! I (al-t-7 . Mall CONSULTING ENGINEERS, INC SHEET NO w . \ rn I . R�'� OF 1300 -114th Ave SE, Suite 250 CALCULATED BY 7 C st 1 ' -C DATE I l /30/ el c Bellevue, WA 98004 CHECKED BY DATE IC (206) 450.4075 FAX 450-4076 SCALE _ . .. C W 1 N,b L C.0 A03 (_ t.,-/ Ue t7-- C0 +► DS d ✓ .I " i k ' ' ' 7----- .., _ "_____ 4 , I— II 117A-g 'N GE CAu.r) 0 u 611 oavi2- = 6 - 2,43 i S I tµ. 0 .. _ . ._ + 3 1.S") b We s Q±'Lps )0 = tyVPt �I 3t ti � - i A .... .14.S c , --'11) 3 sisll t ‘11') CoNN6e -11 vv 6. cz Jut uT 344V �.� W 1 ii 0 -- (E 1 ) Q� –I-L.-AA k -- 17.vyt t!z L,Ut -() _ (S.'4 1 le ` h ., . 4- PP►h u Di. @o� f u .V ( I_l I ` \I -- S,l/k` w • • ' I e ( J W DJG -) 1. • , o 0 0 E x t s I N L. CA WE C - T1.4) n✓ k n p u 6 F,, O • T ' " ( i f b vt) (y K 19".00,) ,) : Z k • . . L) 9- leKAta _) ' P LCo,. -s 0. QSo )L0L + tei.o50)L`-1) : 'TO . Z5 1 . a( . _ _ z. Ru..i�> ✓/ -9' 1.‘,.. Fotj G -DS'1 ■-•/ 4" EKED, 1 _ M SHUTLER roe --t L _� Pe... -..v ( R l j ' _II CONSULTING ENGINEERS, INC SHEET NO -/ V? •� _ OF 1300 -114th Ave SE, Suite 250 CALCULATED BY �n JA ( ` � • DATE ( ( a (� S Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 SCALE . _ . FUR CA) 1..,`$ ( p..)6 , V 6 a -( I C fa Ls -4 TES t o 14+" Rort►.J'r Frw1•n .,6t, . U)a1O C = S k C11 M) � .1 . . J . ... .. , .__ _____ C 06 Av.- 'N CSut.Z S 9 M • • • ¢ II s • r }-1 M6 N T a i —to r. 40. S • • e t • • `r .. t C - 6 t R- _ �(.is� ) -t.- 0 - 1 ) ::-..--• z .`1 t !gc. “T -{.o (10 (-1' --e) 7-60ss't0- N e-l' d1, k 1 /7„. vE9,1' L,,., ,,T 7. a L c "”" C 6 ) -1- (1.1aict )) — 11.4 1 t c oc bc. 4 kA-/ _- •N C ■.. -f 1.A.. . wa.e.- Pc- ir,y- o.- V ' (A// l — Wq L 0 6g. t:' gULTS C61-1/4 43.6,1, , ci t., µIA') STr -4AP w41-6. -E• iJ CA ' Jr. � -i q . I . � g i r y pAw_ zr - Tv ,........K (Q �' C. tux L. «( (6 r Door a o a a i c C- c a Li DS I` /e.cde r STRAP cu,x-, > c.51C-13 (.'61(76)(1.33') S-, (.- Pl.. 4... x 40A 6- , e . v.( •i C,S)(SI.Art5)L.S)C ( 9 - ti /4`' 6+ 15otTS c.06rtst-t), I • �. N ; _ --- - - - ,, /x'10. ,.q_,a! l . I- I- /n . • 0 0 0 - - ----) U (,,,9th .., y:! .1 - - li iruai, - SI'Z =1 -,St 1 ,,,r, _9 o ,. ., ra t j„ '�s t ��ri� 1 - i �le.-ii .) G ci ♦ G - . �j � 1 �` +C.1 N 7 1E: C � - _. ;cr1GA� -tr b3 ir CD , i H5Z = -I- cW 5'n' : 41 0 t a - ! I. .j( 7.Q,H 1 C7 7 X W $ t./.+1_9 — T 011,4$7 yj ! s Ski SNeYD�'1d 1 /l r < 2 U Y Sri= 1• • — c • 1 f 2L1 1 �,� - . J I . Gil j3. / .1,-* II �,,o a =hry• .d__ + U . �� 4-6100 ■ 1 � 4`Q----... r • Z ait� ., 1 VI Z - . - ars J D O Z N2 ; Z t a _ t £bC =i T ..a o £tiQs1 aMJ v.Qg O'f t a ,..., 1 / 0 ill c m v "0" 5 4 �z ,3t> '`?i,, r, �,> • o • ( '. : • " , ,r �z 4) r �,o-, a9 -: • r ; r ; t j .. 1 _.. C.): . 6 C 1 gMAIMIM SHUTLER J OB "R f pupa— g t. o L. ®� . CONSULTING ENGINEERS, INC SHEET NO. L- I OF 1300-114th Ave SE, Suite 250 CALCULATED BY re---11 ( � Bellevue, WA 98004 CHECKED BY DATE Or . (206) 450.4075 FAX 450 -4076 SCALE _. r411)( Z.-& - AN ' S I S . . I . A7'' 1 G� zo.3 74)1...� G` z 5 , I. b O , 13'1$ 'h.1 i i . Liu ( ND FAc.TV R-S 1 = O. 6.Z. EY1, 6 IA i5 _ (O.b') )(ys)( lc, m) t C4 - 1.3 . S l 6y Csv 41 1 1 7. 14 1.; s's tr. 4 zc.) .. l•C ...:. 13. PS C h 4 15 .... ... .- MSHUTLER J0e 'I'Nt~ Pe A2l, gC.Ot. ' _■ CONSULTING ENGINEERS, INC SHEET NO. '- Z " OF .' �. CL P:11C II/ 6 ./ 55 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98004 CHECKED BY DATE IC (206) 450.4075 FAX 450.4076 SCALE 1 • i EAST -wts"Y (,Lrt-a .4∎/ Ea, C ,Na „� is, . _ i � A uL PAP -AN-1 (1 = � "7 I Avc, E- tlT _ I5 ' - n-. 14'1 Cl ! 1,63 I C is i 9- i 3g- sq! ._ (Zw,Nb = L is , )cis‘' Of, ) 4- Lt)C tH• "4) L lb\ 7, 17 ,,S fl F1J i 91 l 26' 'fi Is c, \,,,,.,,v,-) ii Y k S6 l5 H t � W d , , , , , oL — 1C )((,, )(,l (.., 1 ; rwvtr Pt. = C bi) L t z C 1 & 5 f 4 ) /aryl) = 1 . y v k - - j: L -1.1.0. 63C u # 13 = 30.341 k WI►✓(' ? = (V6,,twa)CS — (2ti•SC 6t\ -7:.• '$ .t i k Sell$1tG GOVeR S .. iv-1,V 'V = (3 )(117') / 17A-) = 0.0-'4 (t tr-(. s IU A '1/q� = 37A 1b W › 1746 0 k . 1 S /% ^c0, It,,ie E it 0,�ti CASE � / � l ELkh / 7�F t l..) - (30 - 0.9 il /(' •t '' ". q- 1c0. tj' /5- = 257 es k - 1:= V, 1 c•_ - 1 — 7cl'f' /17 G — 15 k Gt -lbAO ` , . v : t (, • 1. r . . " z . .. ` :f• 5 r; : • MSHUTLER raB S IC PFr'1-L 6lAt - t,Qt.. -I . - CONSULTING ENGINEERS, INC SHEET NO. ' S OF 1300 -114th Ave SE, Suite 250 CALCULATED BY it-1.1 S DATE II Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 1, FAX 450.4076 . SCALE. PEA S6tSMtQ. : -..:_ ; wit:. - CS:b" +ls)(."- : = 66, 61 (4" .._.. P -01 - , 4. , D+ L-1`-) C 2-0 t_LSpSC) (1tr`il =. $U .4 01- 1 1.0 V ,13'15 1 IS.Z1IL .- , . _La -� — �tzti.s 1C`+�t� _ 5 • L , s6,SM1L_ �-.0 RA)S._.. v 0S.Z - /kltti �W — O. �c.5 I<<Ft gtmeA2 - 1.,_0,(01.,, = ZyuttirFr 7ci5 d/ Q.ASE 1/ 4 oa r ,,tc.6 / 1..�.rt.K'P /7' w C_tS,ZN) / Af Z- t.): Ic -/F"- t = L. = r y. Fn . L 7 irlt, — (• 0.1) e. et U kt 4n.64 SLR ' Se LSY,.►c. wAw r). = C't.VOL I bu) (_,IS)(.7) _ '6..(y`i l '" P-JUE DI. = C 40)( Sy' LlSpsf /Ivy?) _ yS.60 13S.11 X.t% 5 Z ts. 60- . W L -, P' CR.u.,.,n)C,C\ j- CtZci.S PR }( 40) = 7,77 I` SFLSMIc.. LptieD 10-1,1) - z t . 6t) C L I-z ).(s y o . t`i Z. t` t t . - S H-64 f+. 'L PI„ ` 7M l) ly f it t `7 ( r`i (C4 - e A5. A P- q T.C.--) t.., = 1F.bt)l — .7t0 ii /CI" 1-A 0.3IUCbo\'l 1; — I-31 .s k .17.1. SHUTLER Jon T 616 �® CONSULTING L— ENGINEERS, INC SHEET NO. I (4 OF 1300 -114th Ave SE, Suite 250 CALCULATED BY •U1 �I S DATE II/1 15 • Bellevue, WA 98004 CHECKED BY DATE (206) 450 -4075 FAX 450.4076 SCALE 11� un - Sut.tTat LAYt -R-4 t— bfi • • . g.. AV(A PAIt.APt M1 = lb' • 171A H7 — C 01 1-017 ) x.53 CEtx -- . - .�-- R L..,,:. • e_ 7.1(.1S) c till +- C ►)r I4,3)( tr.%) (t38 !F -af- (t �, (to Sric c_ • . tA� = Cti 'S�)�br►,.1(.10(1I5)(" 1 = S (. I a-Jut. 0%. = (. b %) l -hl " ((C (Iwo (I� y U,sv lc gt.5s , 1375 wAA-A �... P I13.% t` 10 y•S S St ISMt.L 6.0 NC 1 0vV - v = (Z (3S(` / bF = o .0 ctI ""c-t- SHcAa - tt - ,9, 3 L7 (� CAS s /s`'ePi / tudeE,/ c i‘t, t`2,•6 S p 316 V ec i 3uhktLi) 3(b(40) %/4 - 63•tS (c 1.1 1 C — F-4 _ 63 1,x/ 64 _ o, 4 cirvro •. ' i .. • • �!>>�M SHUTLER 1'N6 PeAR t-- (3E—Pc. JOB SHUTLER doe (.n PGA a -+- 131-0L-, CONSULTING ENGINEERS, INC SHEET NO. OF 1300 -114th Ave SE, Suite 250 CALCULATED BY J " N Q�S DATE < < / to/ Bellevue, WA 96004 CHECKED BY _ DATE .___. (206) 450.4075 FAX 450.4076 SCALE NO &Ili — su y\119 - 6. trz co .f.),-) : S irkPSuN S^C131 -2.4 Z -3� MRi CA•fi1 -1 Pa�(n.�= b.Z.u !>oC _ rz� 6 1 ` O Nv uNC • ij uS > 6.01' 15‘ R. NL r• • ' C CC D T = l - �,.u�-I ExIST'G, Z- SItRPSO w (.1 C y P. I _ Csm + = 41,5 e.g 1s1'c„ (4 JtJ 5,orA6 AS 8 04® c © . ..:: ( $.- 14 Cti.) l ey lS1 � Cdt..)ki Z Su- 4 4'50 , J S1621-N . .._.. Lti1L2•Sz ADD -L— SiM.Psvi✓ ST 62.24 . 1ui•Wry = ' (7.5, (D,OSr 7 9 .0 - • SHUTLER JOB T(4& Pi -A n L, gL,DL INK III CONSULTING . ENGINEERS, INC SHEET NO -' ' of n. J 1300 -1141h Ave SE, Suite 250 CALCULATED BY - 41 DATE ii / / 3 / S � ve "' %• gM M SHUTLER JOB , P- ,..�,.-- P c.l . ' i __ SHUTLER JOB Pe'`a^' / g Mall CONSULTING q (/ M ENGINEERS, INC SHEET NO. e---- l 64 OF !' /� , s 1300 -114th Ave SE, Suite 250 CALCULATED BY DATE Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 , FAX 450.4076 SCALE _pP•Ak C.I.J1M 6C%rW •O 5 CO/ r(A,tr.cb EAS - I■&ST - r--- (4 .S1.- ----1> () &s t LA 0 6_ b w/ N'S _ 0.41.P Ei' to ! ' , 1 ( , ' v S +- 11Z') (.t r -1, -7,t Y - - Q 36 v v._ 1 — 'I `' EA s 1)1- w( I/ -3/4 0 h,0 1 ,,; 3� `� .4 y 4_ i,-&t_, 4_2-) (7 .15 k /ya-r) (. 1.13) z.. T t O L aQ I. 5 j 1 _ (.S )(1•S)(.%16 l'(:S— • ?S -IN )(- 33)(X) ?,37, (4 . I .------ .t. "---- ( .6 \( 6 ( 1 ( /.3 (L) ` Rdp C:-/ --.)- 1 07 ® c C) 1 . k1 St► -41 5A3, S1MA'f ('A,_,•, = ((•os tIP cKWT%ZX 1TAA4 , rrc.4t, = 9tol (A..1.t. 'Z- CpAPSvp t-402.1t 1t. �... i'4441-.) = z(- 1 ) — 1 a 1.11 /,(. L 1> , °l.0.s. o 1 - /.........MT — — - --- s... , , lot n... t.t•w.(,Tii that p -. Zc) t 6 = 216" . re ' T C (7.6-( co) Ls ?•6) = (7, 65 Etc l`..21 i t. t:.0 - • HSAS t'M - ru- (.E )r. - ,v - PAJ t, ?, s/, a rt c c ". n• R._ IN t' y It M -'N - PA NEB - _ .. 3. s{-Ye eK'3 Lc • 14). HSn3 p„CtL. c 4b- QASEP Lc^(301 -1 . 1 , • \ PL41 r...cou, a L5)(SS\ s)( 3 -• t io(.t,;;) = -14•1' 1 - C.b)(36)(.zs)(;)(b35) - U.‘ f�P- ten. -fS b-WitOLr.6► = ( 6)(.tos1( , r . -) ) ( P 41,_ (23 +y 4 IS.E -tt. cauc .L+ " e b (. �°t.s ( b)l I.b ) (t 3 �) = t 't 41C .5 u.s. —a � • -- 6,. 0... • • SHUTLER CONSULTING ENGINEERS Job I '' ° (31j • Structural Engineers Sheet No. (--- to Of 14450 N.E. 29th Place, Suite 116 Calculated by3. Date o+h o /` Bellevue, Washington 98007 Checked by Date (206) 885-4473 Scale Glu -lam Beam Design with Combined Bending i Axial Load. DESCRIPTION: NEW DRAG STRUTS ON GRID LINE D ALLOWABLE STRESSES ) Allowable shear stress 165 psi. Allowable bending stresss = 2400 psi. ) Allowable tension stress = ' 1150 psi. ) Allowable compression parallel to the grain = 1650 psi. ) Allowable compression perpedicular to the grain - 650 psi. ) Modulus of elasticity for vertical loads only - ' 1800 ksi. Modulus of elasticity for combined loads = . 1600 ksi. ) Maximum allowable deflection = Span / 240 ) Allowable stress increase for vertical loads only = • 1.15 Allowable stress increase for combined loading - ` 1.33 DESIGN DATA Beam span = 26.00 ft. Unbraced lengths Uniform dead load = 15.0 I / ft. ) 'X' axis = 26 ft. Uniform live load = 25.0 1 / ft. )- 'Y' axis = 8 ft. { ) Axial load = 14.4 Kips •_ � r4- Percent of live load to be combined with axial load = 0 % art- r 7' wt a*r., r.c.r.�5 Allowable overstressed - 0 % 1 Width - 3.125 in. itt 3.125 X 10.5 a** Depth = 10.500 in. Area • = 32.813 in. "2 • ' Section modulus - 57.422 in. "3 Moment of inertia = 301.465 in. "4 DESIGN SUMMARY Design is satisfactory !!! .-- tutu; Vertical loads only ! ! swim Span - 26.00 ft I Reaction - 0.52 Kips Uniform load = 0.040 K /ft I Moment = 3.38 K -ft ( +Fb depth factor adjusted for L/D 6 load pattern. ) Max, Stress (psi) Allowable Stress Stress % fv = 22.17 psi. Fv L 189.75 psi. 11.68 % fb = 706.35 psi. Fb = 2760.00 psi. 25.59 t Defl. = 0.764n. =_) Span / 412 Volumn factor for bending Cv = (12 /D) "1/10 * (5.125/U) "1/9 s (21/0 = 1.00 Load pattern adjustment ( Uniform load ) = 1.00 Allowable bending stress Fb' = Fb * D.O.L. * Cv * Load Pattern = 2760.00 psi. SNUTLER CONSULTING ENGINEERS Job �� i�f " -'< E 1 ci Structural Engineers Sheet No. C--k( Of 14450 N.E. 29th Place, Suite 116 Calculated by c •Date It /1t/ S Bellevue, Washington 98007 Checked by Date �..' (206) 885-4473 Scale (D.. sates Lateral loads plus 0 t live load ! ! ! *mu Span - 26.00 ft ; Reaction - 0.20 Kips Uniform load - 0.015 K /ft ; Moment = . 1.27 K-ft Max. Stress (psi) Allowable Stress Stress I fv = 8.31 psi. Fv = 189.75 psi. 4.38 t fb = 264.88 psi. Fb' = 3192.00 psi. 8.30 psi. fa = 439..47 psi. Ft = Ft * D.0.1 = 1529.5 psi. Fb' = Fb * 0.0,1. * Cv * Load Pattern = 3192.00 psi. Axial tension plus bending * fa /Ft + fb /Fb' = 0.29 + 0.08 - 0.37 OK * ( fb - fa ) / Fb' - ; - -0.05 OK Axial compression plus bending -- ' X ' axis -- K = ( .671 s SOR (E / Fc) ) - 18.12 L / 0 ' X ' Axis - 29.71 J =((L/D- 11)/(K- 11),0(3(1.0) - 1.00 Long Column Fc' _ .3 * E / (L /d) "2 = 543.64 psi. $ fa /Fc' +,fb /(Fb' -Jtfc) = 0.81 + 0.10 = 0.90 OK Axial compression plus bending -- ' Y ' axis -- K = ( .671 * SOR ( E / Fc) ) = 18.12 L / 0 ' Y ' Axis - 30.72 J = 0,00 - 0.00 Long Column Fc' _ .3 * E / (L /d) "2 = 508.63 psi. * fa /Fc' + fb /(Fb' -Jsfc) = 0.86 + 0.08 = 0.95 OK I , . . SHUTLER JOB ..- 1? Ld''4 CONSULTING 13 ENGINEERS, INC SHEET NO. ` OF 1300 -114th Ave SE, Suite 250 CALCULATED BY `J c'A^ ✓ DATE 1 I h S Bellevue, WA 98004 CHECKED BY DATE (206) 450.4075 FAX 450.4076 . SCALE RVvJ 5 61 - 64g-- O - CIO gI.ILL. vim. ( 1 Cat,G 'V .ry1,�.. = S 41 4 `ICC = 13Z III IF A . C.-4P.5 S Sys y /e.�,, t , t F / c�..I; �^'�c A3y 7.-9 13) - lud S `to c t.3s) a.�l ...... - .. ... o0 �_. w d , @ . 6 o. M1n,/ _bAR- pr FA►,JEL. 1 ( -Q p-v - rV _ � 3 -I S4 - L T " t- 1,� 6 lb.l NA(L..s S 9a C C 4 d tm-c t0 d G`'�.4_•.. . CA) I -8d 0•1 SK6A� e Nbwj pt., D n zo - 5u lti �- aft J.1. ✓ .. . l I P/ T M.T C'' 4' • •t,. (6) y I ' vaft14,• ( ov /N its E '�f/ ,(,.4 - 9 5 t�1tF ` 7c15 t�� *4v11— Jt re-( 140 t un- I ( ^ Za c,d NA1Ls S= ( (1__ � .. ),•-(E) f /uA1. -- = S -44 '`.-• .. • . , . . . . ... .,.., , . ..............„-- . 1..1 111111 SHUTLER JOB ',... MSHUTLER Thu PE A fLt� (A 1 1, D I N I,� _11 - • CONSULTING F(2-tfrke- 1 ENGINEERS, INC SHEET NO OF S . 1300 -114th Ave SE, Suite 250 CALCULATED BY J ` eAA CL's 1 S DATE ( ( /IC)/ ti " r .. Bellevue, WA 98004 CHECKED BY DATE ` (206) 450-4075 FAX 450.4076 SCALE __!'b = ( (--° 4 t 6 1 -o" (APrrzA4) .4- , . or" L.. STII y / 13 ►-&5 MI?) CAPPMu- 3 OILC3 S) 1' t. 1 t • 1. - l - -..... N.. ,s.„- ._ - _ — 1 I J 1 I ) � l i ,\ if.4_ -- 1 S S 5, c 3 /I6 s. .. tS S - wligun- • TS 6x t (6 3' li - BASE Pt.S (,d( :.... II f.R -AC-e 1I E P cht j ANCFIc.ILS I ( t-■ P • n cut.. ,oaTWA , . . .. t I / w raw lk • OPTIyKv z — F Me e_. vvftx11 wA••tit/ CEI(AC1 LAJG A-rt.o l- ii Gc DE 1" ti.‘ IA., D taTEQ 1 -� 4( _±._________ ... i 1 M SHUTLER JOB - 1 - Le. P6 ,ti tu. 13 t_oi.., _• CONSULTING F - ASE -ti � _ ENGINEERS, INC SHEET NO. n'- OF / CALCULATED BY 7, `-"'` DATE I t [ I b / l S 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY _ DATE C (206) 450.4075 FAX 450.4076 SCALE . C b Q T rJ z (zE r -t-'t) s)"6 A•t... PA Nt ` s -- (4.42 P C.4' - -E- `^-/ R d ,- N C' s 11 (C L- - - � .x (sti) 7. ° 1.31) 4- 1 . ®` ® : . ti . ' 0 \ ' .' ' ' t0 \ 's © i r ,, 4, © 3 - 10 Go (SLR p rrAC -licD CA'i.G) X 6 1 C''i4 cc t: F -$ ( Z . E(s Lhs1 E, cm- HY ui e I,, C col... LA M,,.) Q L.k - 16 I ¢ ,,, ( Pl...,,, � 1 = _ 2 ( I . 3 ) I. = �3.z l'- 1 ^ SG `( sxsx r� Mtn $ Pte, S -7 kc16'If f ; c i- 0 P V\ct. S A, t AS AGuVF , l V R.. ( Q = 16 VZ. = Z•7, 63 , • : Pt„ ) L..= 9 ("rz) = 13.15 � l �k (P. -- , -, Z ,zCk13.‘C zc,•6 LAse -r 6K6d Mtn Li( = 1 0c. co- ` TS 5Y- Sy IN ?atm.,/ = 1 6 7-M . (i2 .-,.. ' ,,, t,_{' = 15.6 plc is SHUTLER CONSULTING ENGINEERS Job 17/ Structural Engineers Sheet No.0+F-3 0f 14450 H.E. 29th Place, Suite 116 Calculated by - I.. -Gate It/ i ti s Bellevue, Washington 98007 Checked by Date (206) 885 -4473 Scale Glu-Lam Beam Design with Combined Bending & Axial Load. DESCRIPTION:THE PEARL BUILDING / FRAME DRAG STRUT ALLOWABLE STRESSES Allowable shear stress - 165 psi. Allowable bending stresss = 2400 psi. Allowable tension stress = 1150 psi. Allowable compression parallel to the grain = 1650 psi. Allowable compression perpedicular to the grain - 650 psi. Modulus of elasticity for vertical loads only - 1800 ksi. Modulus of elasticity for combined loads = 1600 ksi. Maximum allowable deflection - Span / 240 Allowable stress 'increase for vertical loads only - 1.15 Allowable stress increase for combined loading = 1.33 DESIGN DATA Beam span = 25.00 ft. Unbraced lengths . ) Uniform dead load = 25.0 t / ft. ) 'X' axis = 25 ft. ( > Uniform live load = 25.0 / / ft. ) 'Y' axis = 4 ft. Axial load - 9.3 Kips Percent of live load to be combined with axial load = 0 t Allowable overstressed - 0 t Width 3.125 in. set 3.125 X 10.5 *5* Depth = 10.500 in. Area = 32.813 in. "2 Section modulus = 57.422 in. "3 Moment of inertia = 301.465 in. "4 DESIGN SUMMARY Design Is satisfactory !!! ss***** Vertical loads only !! :a :u: Span - 25.00 ft ; Reaction = 0.63 Kips Uniform load = 0.050 K /ft ; Moment = 3.91 K-ft ( +Fb depth factor adjusted for L/D & load pattern. ) Max. Stress (psi) Allowable Stress Stress % fv = 26.57 psi. Fv = 189.75 psi. 14.00 % fb = 816.33 psi. Fb = 2760.00 psi, 29.58 Y Defl. = 0,81 in. =_) Span / 370 Volumn factor for bending Cv = (12/D)1/10 s (5.125/W * (21/L) 1/10) = 1.00 Load pattern adjustment ( Uniform load ) = 1.00 Allowable bending stress Fb' = Fb $ D.O.L. x Cv * Load Pattern = 2760.00 psi. SHUTLER CONSULTING ENGINEERS Job "nom tom, 13 1,1 -y Structural Engineers Sheet No.t o,*6-4 Of 14450 N.E. 29th Place, Suite 116 Calculated by�c•Date j. a r 1,T Bellevue, Washington 98007 Checked by Date (206) 885 -4473 Scale ***t** Lateral loads plus 0 % live load !!! tart** Span - 25.00 ft ; Reaction - 0.31 Kips Uniform load = 0.025 K /ft ; Moment - 1.95 K-ft Max. Stress (psi) Allowable Stress Stress % fv = 13.29 psi. Fv = 189.75 psi. 7.00 % fb = 408.16 psi.. Fb' = 3192.00 psi. 12.79 psi. fa = 283.43 psi. Ft = Ft t D.O.L = 1529.5 psi. Fb' = Fb t D.O.L. * Cv *'Load Pattern = 3192.00 psi. Axial tension plus bending * fa /Ft + fb/,Fb' x 0.19 + 0.13 - 0.31 OK * ( fb - fa ) / Fb' - - 0.04 OK Axial compression plus bending -- ' X ' axis -- K = ( .671 * SOR ( E / Fc) ) - 18.12 L / D X ' Axis = 28.57 if J= ((L /D- 11)/(K-11),0(3(1.0) = 1.00 Long Column Fc' _ .3 * E / (L /d)"2 = 588.00 psi. * fa /Fc' + fb /(Fb' -J*fc) = 0.48 + 0.14 - 0.62 OK Axial compression plus bending -- ' Y ' axis -- K =( .671* SOR (E / Fc) ) = 18.12 L / D ' Y ' Axis - ' 15.36 J = 0.00 - 0.00 Intermediate Column Fc' = Fc * D.O.L. * (1- 1 /3(L /D / K)"4) = 1816.65 psi. * fa /Fc' + fb /(Fb'-J*fc) = 0.16 + 0.13 - 0.28 OK ) FASTFRAME Two - Dimensional Static Frame Analysis Version 1.11 Copyright (C) 1988,89 ENERCALC SOFTWARE ( . Project Title : THE PEARL BUILDING Date : 27- Nov -95 Project t Time : 10:35:05 AM • Client Scope This 2-D frame consists of : 4 Nodes 4 Nodal Loads 4 Beams 0 Beam Point Loads 2 Load Combinations 0 Beam Distributed Loads 4 Member Properties FASTFRAME Is a 2 -D finite element program providing structural analysis & design solutions. FastFrame transforms LOTUS 1 -2 -3 into a full featured structural analysis, design, and graphics system. Full AISC code checking & selection from a 2,700 member database, structure plotting, and member analysis 3 graphics is provided. FastFrame models rigid frames, braced frames, trusses, and any type of two - dimensional structure. Nodes and Beams are used to define the frame's geometry and member connections. Nodes and Beams also have 'restraint' and 'release' codes which set how the X, Y, and I (rotation) degrees of freedom are used. Also, '5' or 'D' node restraints specify spring supports and forced displacements. Loads are applied to the frame by using the Node Load, Beam Point Load, and Beam Distributed Load areas. You can apply virtually any type of load, moment, or thermal gradient to the frame. Also, 'direction' codes can modify the alignment of a load. Each member has a 'property' list which specifies the area, inertia, and other values, including AISC check values. FastFrame let's you 'Tag' members (i.e. a W21x55 can be tagged 'BM1'). You can then either assign the tag or actual section label (W21x55) to a member. Load Factors and Load Combinations are used to combine types of loads as required by building codes. The 'factor' capability enables FastFrame to assign a single multiplier to each load in a case -or- each combination at run -time. Gravity loads from frame members can also be automatically generated. Output is supplied for node displacements, reactions, beam end shear, axial & moment loads, and AISC unity checks. Full color structure & detailed plots for AISC stress checks are also provided. • NODAL DATA ' 1 Global Default Temperature = 0.00 • NODE Coordinates Boundary Restraints ; Node • LABEL X Y X -dof Y -dof Z -dof Temp (ft) (0,1,2,in,K-in,radians)-- -- -(F) - -- 1 0 0 1 1 0 p'��N�h 2 0 16 0 3 16 16 0 4 16 0 1 1 0 PI N Nc:r) BEAM DATA Beam 1 Property End Releases Beam Definition I label I -end ; 3 -end BEAN Length I-node J -node I -or- Tag x y z ; x y z LABEL (f,t) 1 - 2 ' COLUMN 1 16.000 2 - 3 GLB 1 1 2 16.000 3 - 4 COLUMN 3 16.000 • 2 - 4 BRACE 1 1 4 22.627 • BEAM PROPERTIES 1 AISC /Other; Area Inertia Elastic Weight Coef. of; Fy Y -Y Property; SECTION 1 I -xx Modulus Density Therm Ex1 Axis Tag ;PROP. LABEL I (in "2) (in "4) (Ksi) (K /ft "3) (/100F); Flag I Default 29000 0.4896 0.00065 36 (... COLUMN 4' TS5x5x3 /16 3.51999 13.3999 1 46 / GLB �/; 3.125x10.5 32.8 301.5 1600 12,4 BRACE J; TS5x5x1 /4 4.59000 16,8999 1 46 ./ NODAL LOAD DATA NODE 1 Nodal Loads (K,K -ft) 1 Load Case Factors LABEL 1 Global X Global Y Moment; 1 2 3 4 5 Cu k•• w 2 -4.65 1 3 -4.65 1 2 4,65 1 3 1 4,65 1 • LOAD COMBINATION DATA A N - �( Combination ;Run; Stress I Load Case Multipliers I Factors Y -Load (` Description 1 ? ;Increase; 1 .2 �.a 3 4 5 I Xgrav Ygrav Flag ' 6w.\. u 1:E0 LEFT 1 1.33 ; 1 2:E0 RIGHT • 1 1.33 ° 1 ... 3: 1 4: 1 5: 1 6: 1 7: . 1 8: 1 9: 1 10: 1 11: • 1 12: 1 13: 1 NODAL DISPLACEMENTS AND SPRING /SUPPORT REACTIONS NODE 1 Load 1 Displacements (in, rad) 1 Reactions (k,k -ft) LABEL ; Comb. 1 X Y Rotation 1 X Y Rotation 1 1 -0.000 -0.000 0.00028 0.00 9.30 •/ 0.00 1 2 0.000 0.000 -0.0002 -0.00 -9.30 ✓ 0.00 2 1 -0.055 -0.017 0.00028 0.00 0.00 0.00 2 2 0,055 0.017 - 0,0002 0.00 0.00 0.00 A pR.tr -r = , 3 1 -0..072 0.000 0.00037 0.00 0.00 0.00 ZbV1 3 2 0.072 -0.000 -0.0003 0.00 0.00 0.00 4 1 -0.000 0.000 0.00037 9.30 ' -9.30" 0.00 4 1 2 0.000 -0.000 -0.0003 -9.30 9.30 ' 0.00 BEAM END FORCES BEAM (Load 1 I Node End 3 Node End LABEL :Comb. I Axial Shear Moment Axial Shear Moment (K) (K) - (K - f t) - -- - - -(K ) (K)----(K _ , 1 1 9.300 -0.000' -0.000 -9.300 0.000 -0.000 1 2 -9.300 0.000" 0.000 9.300 -0.000 0.000 2 1 4,650 0.000 0.000 -4.650 0.000 0.000 2 2 -4.650 0.000 - 0.000 4.650 0.000 0.000 3 1 0.000 0.000 -0.000 0.000 -0.000 0.000 3 2 0.000 -0.000 0.000 0.000 0.000 -0.000 •/ 4 1 -13.152 -0.000 0.000 1 13.152 0.000 0.000 4 2 t3.152 0.000 0.000 - 13.152... ) -0.000 0.000 1.3 ,r �Z - M SHUTLER JOB 1-Wt PAQ -t• Q t.D 1 - , ■S CONSULTING ' F AME— c,� ENGINEERS, INC SHEET NO, OF / / < CALCULATED BY_.]14 1 rL 'S DATE ( I / I v ` 1 J 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE n (206) 450.4075 FAX 450.4076 SCALE • it' lb' CAtx... - EXlS' 4=J�- NDA ct-iv, wA "L� , t,6 4 \ . %- ov. re U RAF T C co. = 4 ' 3 lc' ,_ ( r 1 , , . • sq W tm F%NJD lioJ(, ul; •j7'1.. p„L,,. 2/ P6s, 01 gild. 1 C$1tvK(.9(41S) _. lsa ' ' 1, T. �' , (S? k --- Lho&LA -i (. , 3$u (t /F 4 ` • iU'L. / 3' SLe13: l °.,�l 0,1FFs letr4. � re-i - ,. ' �_. .. ') ,� l5 -- Tr-j 2- Sup., t� , 2sc0 l / /Fa- . o,`I7 Ir(fr ( kot s kSu k - F r . ` ' k - L. 0( .ec.s\(1.5 ) r! — 'h) 7.511 1t - F f --). 3 fI (6'v" . P t �,�)( ,s s)L 5 = 1-v , 61 E T-9- 1, yC ~ Ma - tnur 1-571— r5.0 'S. - ; 4 L `IS' ------ 7 S Hcr. M1 n ve f 4 1 ?a t I I L Zebl) �•'1S k t: :. —, �Q wH r - Z - "'_ _.._ 7 to y ( l•S)(5.73) "2-S I -0 1 ^ G CAIrte — 1 .J/ -' ‘,1%-CIS L KA., = (t / 1.75)L*4'S)1'4.. (, II S -I.ZS) (, • S )(.I/z ) (a / ;) 0,5 'woe-) 3. b k -fl ( — —r -- 3 s � w � a T'H �,,......... = 6'1.33 tc 'tct r f •t � N5 tt�c,L_ _ ,631 (5 - 1)54 (. - 3 = o.mv (�' I F+ S'I " = d ) L ,5 G J ` 4. 74 11. S (2•I �6)tr54' .."3 i sm s J F ' 1 +--- -- do�4 tw — -271.5' -I t / I 4 c VI 6"] k` Nut INCL. • c..u.A c- a� SHUTLER JOB - r r'e-e - ( at 4..... loam CONSULTING A q () IMF ENGINEERS, INC SHEET NO. OF c 1300 -114th Ave SE, Suite 250 CALCULATED BY 7 3 aril 1 5' DATE (1 /7) / el a Bellevue, WA 98004 (206) 450.4075 CHECKED BY DATE FAX 450.4076 SCALE • "-S. R g-AC�C —S Fact Sr?, it-Z- Fp.v,.. r Pi-A t 4t . • 1 P 7:: C-1--9 7 4 T. C.&_ "-r• % 61- qtt4 " 5 " L t- ( S . 1, . CI _ t.,. : �/' S (6.4 �"�^�L .. . t . � i 4.i- • �, c...$ %,,. i by ACASTaA. n wg = Ci'L2 TS )L LG t '\ `1 6 p • I� �` lb' Iq 6� ,:.. J u lb p r R Nt 1 IMF 110011111111111111 s„ - I (ti,.w.Y- is sash /IG / `� t,,,2. tiro I , lc- TS S45$' /y %H, Tc sxsnvu Q_ = °150 76 s- 1 .' 5 k s t S- 6.'1 c M = 44 .5% _ 4— ` 4 16s. t.73 t = tb. ' w9 = lb P 1F ; N a w,,,f, - . a , 6 a .... 121 4. J(56 t(_ • • 0 C..V., . E1..AN.t- eu,.tt.MNS. P p - ( v tc >( 154 -tui )L11-0 = (`154,14 mA 6 ` � • H y� ILTP? , `.ti 4;1- 15 s),. s v It `I PTV)/ PeA46 C elsF : 415 4 .c °1, 65 -s t ct.-- 5 = E-,)s 5 (u II b I L_______, 4( h •..-,. It.. S. 9 D k `"F k Q (,,, L O,ya' e � y 54, D� . J - 1 . s P., 1..) Ce 4 ?b) 3:. (a, i b1_ Z , cz R SHUTLER roe 1"'�"`..'v ( v t 4-? , Mill III CONSULTING V(L ENGINEERS, INC SHEET NO. , OF CALCULATED BY v J� . ` nA-. �11 S. DATE 1 l / 27) L / 1 $ 1300 -1141h Ave SE, Suite 250 ' Bellevue, WA 98004 (206) 450.407 CHECKED BY DATE . FAX 450.4076 SCALE CAA ECo4r D(h(, i1/4 AA, B ft, ACC.' , s2_ z 1,1/ . b3 P p... Losv e t t'jb)07.} P — So i ..;. Ase 1 °U. (L' v . .9- 7 1.2. 63' : 1 5i. , Z� �+Fk ; ` s { t S s1c if q 3 uti �, - 7 S l� s; k L1 1 ,., I o.bZ" - -4 /4135 6(4- .. : ( CL) U6Ct"L,J 6 g f C z a5t. r Aio Co. . 4 11/ 1. 4 VI- a,A `1St) t 'TvTAv I I1j%."/ 114,`' r lA 1 — 600 -t4- 1 ) J IL. 6As& - - ,b . 0 'P' _ (2 = (-;6 ( H.St !• 54 - Z. S) ,_ 6 15 . 17 to NAX 5" 01;7 6 1 11 1. 1/,S ttrrttsi ," rz - C 3 b.) C 1.5 4 'L •51 3 z -c Ng 360 4 R, rz " 3 ( 4 Go & ( -- 9 /, V . , I.4 1 f S PAC t ti c. < N 1K.i FbL, '� '3 M 6 0 1 5 7 c 1 ' E►.& ESE b ( 1.,u -c- ( A . + ) e ° ZS .41 c . = 221.'2) i) ,, , #(3 s, s # _ , )(,. S ) ( , S ) 1-, u t.. '7 ;VC.) EAv�-... = 3 N • ED Fv,� -1. tv` —a Forte et) w... -- c -c S 0 �� o i' T " *0(.4 VAA- A $ ' As F ,,,.. = c 1 ` —4 Fo A AS ■...-. S L) 6 4, I r• .r-sick. u�tt , M SHUTLER l roe - --- p-( G I .1--.-- ®■ CONSULTING F µ C — 1, V � _� ENGINEERS, INC SHEET NO OF i CALCULATED BY J •,. 0- rL ` " ' DATE l / / 2., ` / C C a 1 1300 -114th Ave SE, Suite 250 Bellevue, WA 98004 CHECKED BY DATE ; (206) 450.4075 ' • FAX 450.4076 SCALE • ' t lb? C,t7NNt~�U.) LEI DIALa %E.AC..C: .Q _T1 kA?L- �' '---- k 1 fi , 1\ .. IAAJa, l; tt � l 6 . 0 G d O o i t . r . wi . - , t fit .:. 5./ IL" S tP6- PL-/ 3 • GI-66-D D /5 (•. , l.�(.ES HIASL tl I z ...R,D�E P I �I et � >< 1.-;-2, _ I .°tal I B0 . .1 V , V A l It ' c-- \ . . Cv.g L 7PP,L(r. - is . - rik - tom) 114 6 1b7 1 111 , .. V' N (,N A I At z..4.1 5 & "C _ 3 r„ (, 6 y s Z RuL_TS - ' ' 3/4V v4 V s D E - s �' I.1' e i 1 B 0115 c` 'f. = &.1'? = ; V3 --3:, q e t-�T -S lt") 3 ttq X 16 4,GI& / B k 3 ,1.5.6 (1-- FE Cob E., )-k A Ai (a- Ack c., A III a r� 1 4 . Vt Lt.. 6 - c5 9 L.s. --- -1-41 • 6 -.:. I. Sfl) -.. ii ( 4 C (1.33) Cy i l 1 COI 1. ,, l‘. t. 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'/5$ , A3t31 .--‘, 4 .(a4- 6.35 2_ $ot. 5 -, S LA :. C ' m,b re- tt;ut 1 st■-1C.. ki. ' utAc-t 0L• S'(RkSS I.1E114Ve5 .. . 1.3 °► �y 1 , 33 �i co.11 f 7. 6.3 C1- • S . 1 . ■.A.SINt. v. 7 IHA'T& t•' _ .. ..... .. . .. _ ._ �� ..(. -t- I. z ? z V C-2...3 .�� (tti. t. 1".St~ SAM pLATf -S lAe tiD S *S S ! /" c.4.$ S _ .. .. l " e. _..__.... _. _.. S1 -_.. F _ A . _ t20$ _ _ '..—/ M v re' PL4N o NEW ti _ P_ 2' -!" M PLAN DIM. t _ % i PLAN DI 1,11 .i __ _ TRDE ENT CC R- 1 6 6 ai . EXTPo1pED CEMENT CCNC -~ 0 CURB EXP JT5 at -e C _ _ CURB / E P Jt ] -® ac - FINISHED GRADE r $ pr AepHALt U� a £6 ISPHALi� - ryawr - Pa ING 3 /4 °R. I III LI —P - 4`44 ` r 99 c• III III �� el _ III' —TIC m'o,c DRAIN aE, .awpwG -IIIJ -II c III 40S BAKER 401 BAKER W k k 10606. 11E09 aF T N Y NOT UNDERTIO PEREIT - - -- I 10 0 e, • O EMRUDED CONIC. CURB O CONIC. SIDEWALK r r .I' - 1 5 al E' SU ACE TEXTURED W/ DETE TABLE WARNINGS FULL WIDTH I DEPTH _ RAM. DE EC ABLE WARY NGS SHALL CONE Bl CF RAISED R TAM 0S CAH DOMES AVPG ADAM TER CF 0.9 MMAL AND A CENTER TO CENTER SPACI CF 235 HEI C NG ' INAL I AVfS � AND SHALL t., ,AAT NWALLY W/ ADJOHNG SURFACES R� {`F A FLORET -10 1 Li 1 ON LU E E BACKGROLND 5 ,� 0 ' I J W P BAT HZ. C O D E E JND m DV1 R q, 0 , . FEIN BidTE HG COD w FK•mot . / Q N�k'w MEtAL SIGN ALT i0 PC.4t C 4 ® NMER£ INDICATED 4Ep ON PLAN / Q 9� p WRH V l ` }� {1i 0 3 "OGALV. PIPE PAINTED I - t i 1 ] E { .4 •EVELEO r :] , t -n B 0 A PLANTER G ' c / O p y EMBED IN CpJC. l- W/ 3 1. CONC. CROWN AT TOP CF 0 SLOPE ZFi i PIPE. 1.10 /2 MAX IP FINISH GRADE $ C 1 O I r:.r - r - - EXISTING W %OtRG c Z 0 z A %il � � C Cf V - -v PA W' v Il llbll II 11 If _ LDtG ENTRY / BRO p1DlSH DCON RETE ROT Fq H D ICE 0 per AVD PLAVTER6 O REESISTANT1 RACE EV MMAX WIDE EF /P ry ESTICJOT FILLER OT RAV— a y (XU O I I m T xOFE ALL wI6ACE9 ro PREVENT y 6 • M.C. CONG. CUT N.G. PARKING SIGN < _ on ! V W j Scale: N.N.T.S. Scale: 1/2 ".I' - C ® x / i N I. WORK 1H16 PHd6E TO INCLUDE REVISED PgflCING PREd BENEEN Iml 1105 BJILDIW 0 ® - 0 • V / 6 ® _ M 6 / GENERAL NOTES t R1/ t � B B IDNN ExIeTI � AK Ur Ex aT1NG AGLE MSG BTASTALLS O W Q m Q AND COS ETIC IMPROVEMENTS TO EXTERIOR Cf 105 BUILDING. ,4-71E. E %SEXIST �/� 3. DMEIASILTIS ARE BASED GN YUR:ING pRMYDRAWING SEtB PROVIDED BT SINTER VERIFY ALL p1 EPAR T FRlgi tO CgJ0tR11C PILE COPY \ CC C9 Ion :sn' 1B,rl P 411ER _ _ RVEWA _ ]]•.0• W / E% ISl E%TRIDED W � CITY OF VED RE F� a n ud Ikw aw ;.. IN..n. -_' - _ - -- TER FLAVTE APPHOVCB I flan eMECW1NK r Plan. does ml AuueW PO aeuW r FFY \ - • M 2 'I 199 CIELECTRICNE xaPN.c resin a a�NEEBS a .00,4. lwe A PS NU IN1AN N G( PLUMBING of ypgl I � 4. I � - S _A. �� f l� , zl REVISIONS m ]A' -m P Rl D __ .1 n -m" ,, rRE 136'. ®. _ ^' RY xAC FE NO CHANGES SHALL BE MADE TO �CiNC DlYlal N ❑GAS PIPING By - — -- t«E , � 'THE SCOPE OF WORK WITHOUT PRIOR cwAear Laga CITY OF TUIdM mo ` - WE; AP OF TUKWILA DIVISION. BUILDING D II BAKER BOULEVARD ' O 015 1.74r Nruuoe EEOOEN.L RAN REVIEW vas. NO. 6 �vl � '� _ _ _ _ _ _ _ _ _ -- S1TE/ROi0LAN t di Scale. l "40' -0" nof Lh — SITE /BUILDING DATA PARKING ANALYSIS DRAWING INDEX VICINITY MAP NOT TO SCALE LEGEND u, El PARKING .REQUIREMENTS 0 SITE2 A 405 BAKER BLVD. 35)46 SF 550.1% IMPERVIIMPERVIOUS PARCNG AT 405 BAKER 4 FLAN 0 ELO"R- reitrGUr 40 RAKER 0.vD .4540E 1114% II-PERVIOUS/ ExHTIWi PARSING DATA t EIARE0�46 I EELEVAT°® DES - - G ® DOOR REIEER NI BUILDING F001PRMt 14160 5F EXISTING PAWING RATIO 1/1 30 0 L„ w5 m 0 u1E A UNnT r BUILDING cw • ROrpauy[wIE L / O� . III III- GRAVELRT'% E dr W INTERIOR D 0 T409 COVERAGE) 153% LANDSCAPE.PERVO EXISTING &ILot0 AREA H1 BF (Vp .. /T A 0F f 35% LOT COVERAGE) %T ]]i% LANDBCAPEPERVd10 EXISTING STALLS 20 _ B V V N 44, N i 15'1 SU (TOP TOTAL NPR N BUILDING HEIGHT. r I6 H] (TOP R FLASHING AT PERIMETER) D6NEET ELEVATION W PARKING FOR NEW COMMERCIAL SPACE I NUMBER TYPE OF c,,,,,,,,,,,,, c,,,,,,,,,,,,, TYPE 7 bPRINMERED t\ 4 ® { N AREA CF EPAGE 130 .5 B CONCRETE D EtA 1 L DETAILS FIRE BPRNKLER SYSTEM: BIDDER DESIGN. DESIGN OF CRITERIA. ]FOOT RATIO REQUIRED 251¢00 Mae, ROLE eFCTIau % // Ayyy��� C CO 6.... RoCnecTicut CLEAR STORAGE MEET HEIGHT NTE Cf I f tIE91 -IV. (STALLS REQUIRED 1ff B J. ® g3PNALt PgVRG p I'H S HEE T SYSTEM TO MEET FEWIRREPENTS CF UPC. a,mt onxAGE J'� .---- N 44 GRAD.. l eagq DRA H SECTION 000 AND RP PA. 19. PgKK FOR REMAINING CgBMERC qL SPACE j S w 1 ----1 WOOD a SECTCN • EXBI IG BUILDING ENVELOPE I EXISTING MECHANICAL EOIIPtIENT AREA O REQUIRED 11455 SF. - BUILDING { is ENERGY CODE DATA. L------: _ G C CKIK'a oft SHIM �p SHEET SECT RATIO REQUIRED ]5/1000 SITE C_— SECTIONS F ZONING DISTRICT. CM PARKING IG IRRE STALLS REQUIRED FOR H FINISH YCOD Q N WRER REVISIONS a El W CODES UBED. EEC. IOC, NPC n.m1CITY CFTIKWLa 3, PROJECT TEAM """'"°° W ZONING CODE PARKING REQUIRED FOR 405 BAKER S OUTHCENTER BUS - BALL TTFES e iii FT MECHANICAL IELECTRICAL. EXISTING ARCHITECT SIDE NA X ASSOCIATES , e 0 LaBYELEVdICW W PARKING REQUIRED AT 40 BAKER I� ro ® 2 _, ' )FLNGEO E %I0111G PARKING DATA • (FAX) M GLA3NSECi OU 12 I IPyµe N ETAILB EXISTING OBLONG AREA I1009 6.F. NSN.I Z r----1 YPLS'I WALLBOTW T / I t y 4 EXISTING STALLS I ]I CONTACT CNWL>RGEW ER3.ec jj y C - - 1 CAULKING/SEALANT _i VI EXISTING PARKING RATIO (GABS ENGINEER 9w 4�AE 180 4,, y Pl a a�i-i FT-fl OD a W g 440P (silt ba COMBINED PAWING REQI REMENT6 59 4 - 4415 6 A I R_/•I GRID LINES Z eil�� CIX REQUIRED PARKING 49 • 1RECMA C PE BONTACT S A lITNO lIT JBF NRTY6R I �6 TUKW A µµ ` Y[/ ILXE L_ CC4 B O _{ i O PARKING PROVIDED G] EEN&FSIEEF f �D I NC y y ACOUSTIC TILE SEATTLE WA 9902 1 ���� p' e i t' T E MPERED GLASS o sheet LEGAL DESCRIPTION PARKING DATA. 11SALLS 513 -4g /FAX) ANDERSON UPLAND FwDU LATDN STANDARD 50 STALLS C ITACE PERM JOHN 0 U(I()(11)})})jj9 BAIT INSULATION _?2?_' FIN BN GRADE A PORTION CS LOT B I9 OF ANDOVER INDUSTRIAL PARK FLAT NO 2 AS RECORDED N VOLUME COMPACT IS STALLS ENEY LANDSCAPES NIIECTW E i P // /l /LQ nETAL N9Tpry¢(.GME W a r0 11 OF PLATS PAGES 65 16S.. HANDICAP 3 STALL, ARCN14C1 SU nUEWd°A9 J E %-' 526 426 Less En floor plan building demolition plan OFFICE I 102 I CLOSET URN STEEL ROD ElP &IELF ABOVE A INTERIOR ELEVATIONS Scale: 1W-E-0" NOTE, MESS RRESTROOM SEA IS =BNB RGSTPGG1103. FULL HEIGHT WALLS At ELECT. ROOM ELECT. 303 1 TI -.. PLASTIC LAMINATE PAMPA' TO A'-0. OR. ENLARGED RESTROOM t MICE PLAN 9caLB, I/4 "•1' -0" DOOR SCHEDULE UPON T tt aEEMAW Wa PEYC HV&W1% — ENTER SYWS MAT. RN. LUT. FIN. bl A 9'.0IN1'.0" AL .GL. FACT. ALVt FACT. 6Yp "T110 DOOR.BSOCKED.' bl A 9' O'SI1 0» ALA'i. PACT. N.W. PACT. er SIGN "1H10 DOER- WLCCKED: b9 p B'.0 "v10'.0" STL. PANT BR. PAINT - - BEE ELEVATIONS FOR NOTES bA D S,'0 "xl0' -0" STL. PARR BR. PANT - - SEE ELEVATIONS FOR NOTES, IPli D b'.0 "xl0' -0" STL. PARE BTL PANT - - BEE ELEVATIONS FOR NOTES 0..® li• 0R. PANT BTL. PAINT - - SEE ELEVATIONS FOR NOTES bl E IA -0 "x D' -0" BE_ PAINT 9TL. PANT - SEE ELEVATIONS FOR NOTES 10B B 3'.0 "xl' -0" Nry. PANT HM PANT - ERMINE. DOOR 100 6 3'.0 "xT'.0" All PAINT All PANT - EXISTBG DOOR pP} B 3'-0' }T'.%' Ntt. PAINT NM. PANT - EXISTING DOOR 110 V A 3'.0' }l'.0" AL/GL. FACT. AL W. FACT. - 91W "FINNS DOOR. WLOCKED.' III C PR I'0' }l'.0" Ntt PANT NM. PANT OLW. STAN NIT. PAINT i.3 SCSI STAIN Hry. PANT - IMDEROIT DOOR 1" 04W. STAN NM. PANT - - i -! 50!11 STAN Htt PANT PAINT Hn PANT - I HR NB SIRE GLASS LIE Htt PAINT HM. PANT 1 -1 C FR9 0 "xl'.0" Hll. PAINT W1. PANT PANT Ntt PANT PAINT NTT. PAINT 1.10 G 3- Sill' -0" 9CW. STAN Ntt PANT - UNDERCUT DOOR I" HN PAINT Ntt. PANT GONER I 03 I50'JTH MENI 'SOUTH C DOORNOIf ALL DOORS NOLL BE OPERABLE FRCP TIE INSIDE WITH01l TSE WE OF A KEY OR ANY SPECIAL NYYYEDGE PER VOL. 2. ALL DOOR IIA®LLWE TO MEET ADA EOJIROENTS.. S95 -040 E MEN SeJ NORTH MEN Fir] EAST F ROOM FINISH SCHEDULE N1E0 I RMN RDDH RDOR L CEILINGS IMIEC /AGE pi smo„s y ® yO III StFACE • . Nv ® ® r Iw er xSx ,r in 1Ik�EE Tr ° 1CC_I U �l....'.saw , a SERVICE MN i WISEN ttun ��MENE . ® 0..® li• Cx fiux2 °� evn°oEEEDEE G�T�:,i i1 �/NAA/ CIA IIGJ & L.IIEPAI II m A SAI\I41 \I/ CO PAPER EPENSER ▪ TOILET PAPER DISPENSER (5)Si. NAPKIN DISPOSAL O. BEAT COTTER DISPERSER CE) NOT USED G SOAP DISPENSER O q" pa DRAB BARS 0. TOILET PARTITION ▪ MIRROR ▪ INTEGRAL CASE SHT. vIxls SASE (Al G14 PAINT O PLASTIC 111H 5EE AGNATEAVIBXAT Q FIXED A'IANE GLASS 1MDCW II rI HR RATED, Ns FRAME Lull' CNN Sw2129 TW SAS AREA PAINTING COLORS { r000R - PAL, STRIP AEG, 51' VAIN SCM I. TIP, S,. MAY ?( Ii et PEARL BU 401 & 405 BAKER BOULEVARD ,° TUKWILA, WASHINGTON IIY z N 4 0- V 7 0 N sheet A2.2 i � NEW EXTERIOR MD CERATION AND MIST SYSTEM (FARE) - - -- - -NEW STOREFRONT SYSTEM W' AND FINISH BT9OQ1 IE.SE) D MIC TILE WANXOT . I" ORS. GLASS W/ STOREFRONT WIT) REVEALS AND CERAMIC TILE WAINSCOT. ^ END R BUILDING IBETGND) SEE PLAN FO R LCCATW6 DOORS CERAMIC TILE WAINS SEE PLAN FOR LOCATIONS 5 PER DETAILS 3,5,540 Q , © Q, o o Q, Q KEW STOREFRONT SYSTEM WV INb1L GLASS LW STOREFRONT DOOR T L6 E WALL LIGHT NEW OYE RHEADDWRWI HIISA N OTATED PAINT COLOR, ®� _ r_ ® ®EI� P L COLOR 1 \ 3 .: Q I WITH REVEALS ON _ � PAINT COLOR, �V ITt � s � ° ®'� PAN LCR @ � ? P x siM CONCRETE PANELS ® ' . , M= s - \ -.. R• ,. m EHwN) \__ s PAwT CALGF. rz WS ® 1i1 M W E P EL, , _ 1 — � I ra l mrn _� I IE! b I S i!1 !m i i w 'lli li1111i ili .®.�Je ✓ L - - ✓ , if= „ to SEE ELEVATION (BEYOND ) FOR THIS AREA BEE ELEVATION (BETRID) FOR INNS AREA 4 3 5 ) O NO ELEVATION (BEYOND) NORTH ELEVATION NORTH ELEVATION (BEYOND) N �9a Scale : 1/8'.1•-0 Y REVEALS MD INSULATION TILE WA SYSTEM rE IFS) NEW S P DOORS W/ Q Q `r' WITH PLAN R FOR LO TIL ONIIC TILE WAINSCOT SEE . Y GLASS PANELS I OO I i EE REVEAL INSULAA P RT ` P'PZ NEW STOREFRONT SYSTEM W EXISTITG DOWNSPOUT. G I NEIL. GL ASS I CUnIO S T CA LLF E ESCTIOI EXISTING DOWNSPOUT SURFACE MONIED WALL DOOR OPENING Q u-T M Ilan -.. .. ,I P IMI - PAINT L. N PANEL JOINTS \ � I W PAINT L• 7 ' XISTING P / o . - PAINT COLDSF p / III Wier. ^—IL L 111 PAINT COLOR, PH . o . ..: it `_ _ Q ® Z III: EXISTING CONCRETE PANELS EXISTING CONCRETE PANELS m PAINT AS SNWNI PART AB &4TXN! J O WEST ELEVATION W Q Stele: 1/10 :ILO" s� M i Q C12 ice 2 33 4 5 Q 2 J TING PANEL JOINT, , e / , EXIS CL T 0 FAINT COLOR 9 .it 0 N N EXISTING CONCRETE PANELS N (PAINT A6 SHOW) n M to II SOUTH ELEVATION Scale: /S "=1' -0" N 4 NEW EXTERIOR AND AND FINISH SYSTEM PDSJ N WITH REVEALS NID CERAMIC TILE CANNO N T. 0 SEE PLAN FOR LOCATIONS N Q NOTE: N 3 NEW MORN SYSTEM IOW 4 / ^,� \ / ^, \ �\ /\ SEE DEMOLITION NEW RAN FOR EXISTING PLACE FOR CHANGES. WORK DT ON THIS SHEET I N 1 P (i I 17 I" WEE.. GLANS \ IQ pEbflEN ALL NEW OPENIµGS ARE IN PLACE FOR NEW FINISHES. (ITS) b I' Y Y Y Y O LE W W / EXISTING PANEL JOINTS L TN. \ - PAINT LCR, J - O W LA PAINT COLOR 4 ilk PAINT COLOR PAST COLORS X11 ; 1 , - W Y U / \ ` Z 6 d \ ® — ® M EXISTING CO PANELS a sheet PENT AS SCENT EXISTING CONCRETE PANELS (PANT AS SHOWN) ury oT iuxwlu n ... I EAST ELEVATION .... ,..,.. 1 1 43.0 NEW STOREFRONT W BA RUN PLASHING TOP -_- o I LI- R DUCT AND NEW taNLNRN. FRA•IE.6EE ll� - - - FEW.'RIWIIRAL iRM1E -SE I -.'. LINE CF EXIerIFG BLAB EELLW- �'j a . NOTE SrPtt'1RON1 CONTRACTOR TO FRONDS PLATE HT AI D STRUCTURAL DRAWING Ntlr STRUCTURAL DRNMG , I • SLOPE 3/A ALL JOINTS OBE COVERED. CLIP ( ME T AL ANT INER 1 GLAZED CERWI TILE ER \ i I I PAINT r -- - v L 0 ALL LAZED N °E �, 1 GLASS 9 AR1 XWL STOREFRONT 9Y5rEN I" IN i!NW.. Im , ON}LATERB EEXTERIOR I "� t PLYUkVDw 2m FIEYAL FRAnNG I -- ]Ty I 'sP Am L - e s OC eVR Bdn NSUL , / 61-ASS Q ZI t'� - -- ' G Y.EIED "" I _ >KT. RCCfIW GLARES .: .. .. _ .. .. SEALANT - SEALANT . 2!„,,_ 0 U v SEALANT ^ 9.O AFF II SU Wl m BU. FL SH'G ,/ MP. CELRG - _ • •• BASE O TILE WAINSCOT AND - - ASE STOREFRONT TILE WANYAT Alt I I 0 _ CF 61-455 ' "a Ka VCOD ROOF 9iGREtR'N. _ ( GLAZED CERAMIC TILE DECK E %9i I �� -�_ : -. LA ZEp LERA^1L CORJER DUCT LNER I I" NBNM GLP50 � " - ' I - Ai ALL CFWIE FR THIN-SET IR BLACK �� E XIRDED AL \ ' XEPD PECE. r0 - _ __ _ CN diERS R E%TERIXt I I5 DC. RZAZB ErN FRAMN ' X a l -C sIn 4 > rr w L el � D L 1 � ��_ - - wLE C G+c. . KuwY V aLDrc Film CONC wGPE U.NC = — _ _� .k AWAY FROM BL6DF o _ _ — TIT I.ce BLDFE Ax. FLOOR BLAB LAB xoFE FLOOR BLAB _ $ u o i v $ - - - . —_ E rG CONCRETE FL fl D o° O CAP AT STOREFRONT ., CEILING AT STOREFRONT O SILL AT C.T. WAINSCOT/STOREFRONT O SILL AT STOREFRONT O JAMB OF C.T. WAINSCOT/STOREFRONT 3 Scale'. 3 "=1' -0" 4 6 NOTE, REMOVE STAPLES AT CNE EDGE CF ALL INSULATION VAPOR BARRER _.. _ - -. - ... {n V . . $ AND LET HANG %WILE EXISTING ROOF STRUCTURE IS DRIED 70 MOISTURE CONTENT, RE ZIALL ROOF MAULAI pJ AND PR VIDEB FE R IFORA T TED . s a > a 4 VINYL VAPOR BARRIER(F925 OR LESS/AT UNDERSDE CF ENiRE ROOF 'S k ` G CO CC + I Paz TA Il Il a_�0 W , EUUtNNITMINN{UM1I'IUN , NNNNNNN @NINNNNIIUN l 11 N {NiNI�11f11UNNlIINU �N YY!flNitNf111NlU1Wt111 '' NNNNUUUNNNNt11�7N11UtlUIfIRU1N111NIN111N Z ' (If 1 �1 �I hI i Q { rFq Z / EXISTING CpJCIErE W PAELlP4NV / - L / _ J 1°1,,C11 a E%ISTIYa CONCRETE 4 fM PANEL (PANT) NEW BrORFFb.Yir SYS � TYPICAL \ W / I /A ABB °..PAND GL a / W/ " DUCILIXER PANTED rIE>6 Arl N HLFi RWLK I - --" HIGH LIFT TRACK FLAT BLACK BEHIND OC. 25 ORLSS)IN°JILAC EWA ON R' RIGID y BA &ILTGJ re Y FERNG1APSTOSSBLE E \ IV� PER HIGH AS POSSIBLE ® SFOLF EVdpCRB BARRIER FO MwLAIM OI ACE AP BARRIER • TREK I ! AS PO SIBLE (F LESS) QI x SrRG rnV' E !F5 291 WI IM1P Wv CO EXISTING CC a PAVEEL6 P 6 5 CR LE9 GGI L. WAL L9 E At Ex Oily'i WALL Q 2 4 O4 a 1 - HI!! \ •-,-.4m i 'Ill '4 E 9 HEW N STEEL SECTIONAL UPWARD E 4 BAWCET NEW �I N STEEL SECTIONAL UPWARD _ _ / _�.v �+ 9))__ _ I 1 I ! CCNi, 2e BLOCKING FOR r y 9NRE BVSP. CEILING O DOOR 1 . ACT OVERHEAD OVE EPD DOOR ACr!IG OVERHEAD (PANT) s >- m 4 - ` '! iii EENNS AND PER PER OLNEDBLE IPA i PLEN AND ' PER YHEDULE!PANT) \ I % �l T 1 I (SEE FLOOR PLAN FOR ELEVAi ONB. EL PONS (. V REBAT ACi. CELRGW L 3 _ &IBPEN ACi CE LRGW AREA1 O PATCH ADJACENT y� Ao)ACENT RTMS INSULATION C A Q . A BATE ALL OFFICE 4 SURFACES ESAS P rc REOJED AS g ALL CFFCE dFE45) ALL QT CE 4RE451 �' 4 1 Z I li RI O — di 't WALL T,, 1 \ B " W/R INSTAL BPii INSULATION SADB di W "OL_ N �A� / s4 1 _ O B O T T W @REACT 6DE J VI Q� U I I Y i STOREFRONT SYSTEM �II I T X4SIJL STOR EFRONT BOTTOM OF sIRyNRE. n I j SULATED GLASS wl4reo GLASS W II! H I o N MI I I i N . I ! 1- N I Q < � U 0 Lv. sECL A AI I I • AGES Bore J ■ W 3 BOLTED JAMB • G NEW N OVewEAD / T Q DooR m I CYPJ - . N I ® f CERAMIC TILE / m � dl R r C ITY ➢ YJIOIIIA © c w ON . i� W D a GLAZED c _ " aYl TavEO W TILE WAINSCOT I C . // E S W TILE WAM6LOr (BEYOND) yV 0.g0H WOOD W I 9FHS� _ � I q l9F£EEVArIG1a, - -.� - MAY zr is3 W W 0 rvI C TILE SILL [/21I7) P 9 3 rcERA W J UILD FROM "I -Ex 6T NG CONCRETE EXSTMG CONCRETE `)'1 •4% A I��E EXISTING COCRETE FLOCK CdcErE FLOOR - „:!..2.7,,,, T W F O (TT F-) 4 SLAB SLA P \E3 I �x a AT STOREFRONT NU - Y W __ 0 Y W E .2 1 • P / 1 l W � - -tP- Ma il ,,,, cirPrnFwn _ U J PERMIT CENTER SECTION AT NEW O.H. DOOR l B l SECTION AT NEW O .N. DOOR I G) SECTION a STORE n SECTIO 6 N STOREFRONT WINDOWS n SECTION ® DEMISING WALL a 44'0 RED STEEL MN PE A O�CpA T ERAS FR FL E F 5 e PaN N' RGD �� R y ` Mw - Rly IF E V _ `I x CON _ _ __ 4 PL „NEAGH __- - _ BE • BACKER a _� s SiEYI WI Nau . PdJEL 1 GLASS ]�GREAR PPM! FGR HLLPE - , RG D AI. ALN 5 - '� P TREK DGI NYALUM, i c Elj R Bart uwL. ° (P41Ni �" J w'XPGL W ENS _ Ix TREATED STOCKING ELOPE •O PcSF VG DRAINAGE _ C R VAPOR BARRIER SEALANT R ASH MG \ I I � i 9 O'AFF. F a 2t7rg-clii. l' SEALANT ELL ANTING� II I �R� DCERMCiLE .LE 9�� ° ENTERER T+ WR " " L ZEO ERaI"IC GORIER WAMSCO PI /3/ 1 LAYERS // E%i. 1 METAL FF4� r - ! ELL EXTERIOR Ei 1 1 iYIXiD i C. C ! LAYERS BEE FLEV O -- P•YOOD ON RIO ME RED • - J RANSOM REVEALS Pa.c TILE • - PPP. CELERY 9Y51ETl PL CWG PANEL r 1 III PEE STEEL OCEAN FEE { L _ _ PAM! - Ill WAR„ M Ball iu NSUL C O m Fr V aRICER/AORau•sCN l O O CAP AT E.IFl. COLUMN O CERAMIC TILE AT EIPS. COLUMN O HEAD AT STOREFRONT WINDOW O SILL AT STOREFRONT WINDOW 5calc. 3 "•I' -0" Scale: 3 "-0' -e" j Scale: 3 "d' -0" 4 Scale: 3" =1' -0" yy tt w ` e a 441 Ce 0 v) < z �� i E . IR •E TAL FRE EOD O _ CLV ME.A<F ,ND f mi l l $ SEE STRUCTURAL FOR a W T !. i s FRaTE fn iY F r X -- it � - - -, . OEIDE wR/ 1 CO gcC F9 J m a " J tp CC O Q d EIFA. BEKCND W x i D - - 0 a f- T EPS AT COLVIN O 7 44 1 PI 0 • 0 N 4 ID N N V M no O N N 6 e W N W M – O �4 — a 4 F ,- M Ir1I Q a w III SSE D 11C iLLE WAINSCOT W W N W P I PIT OF ILMMN a W g_ ' yd. /a ro W - o � w w MAY 24 199E B R x � � i — CCP R A FLASHING oW u TYPICAL PLL Gi. WAINSCOT B111C't C II PS 10N U re - R I'= i 'r M sheet I 1 1, L Ii9 <' -1 � '� PERMIT SECTION AT CAS. ARCHWAY w - I �. CALMS WWLL BE TRACED GiANET LA11t t MOMI DUE TO FAETROJAKE MEC y /4 IEMP A w TIE AEREWE W AN PYREERED OESEN TICE al_OM PP W 6TBTEH WALL ER I 4 GLASS PO "CIXIC_ A _ NEL. FOR NO R GA STEEL EFE6 STAL GE 471E0 TO A MAIN 44/1#17 -3 NPBId110YY .. 'I° WIDE 41400 JCD I" INS ATED PANEL rPAINTED/ - _N 2 Nara, CE A 06043 RINE0. THE WPEO WALL WE 6E14YED NE �0 CO _ _ ( ALUt E '� TM '� B iD GLASS 4 EXISTNG \ EXCEED AS DEG T EN UP 70 EE n T UMFE� OTRI t10 TO SEL M ' Al. BE6N _a_ PC CLt L'. -.. 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", - • •, as, i • - J _s4 Q\4111°�A.- - MOO AT OVERHEAD DOOR L ig 6 TO Seale - 3".7.0'• T i. -,I' ea 11'4, r v Y F -_ _ will �' - -,-- -- &czle, 3 \ \ \ /) _ z tZ L � ����� / I T6E G N L13EtI INWALdl 5) _ 0 S J l u L a:- _ . 4 fEILING t0 STUDS ONLY f ` ME --- r PdINT BATIE YEA iPdIX Oy CCHP. CHNM 10 - ' � ..... � ill MEAD , FLdi BLACC I I � 1 O CI BUSP- CEILING SIEGMIC BRACE 6 Scala: NT$ � Z 0 HOYE STUN STUDS V 'BR "IYIE QI METAL 5T1U5 GWB SECURE TOP PLENE / di M OF O 0 G 60414D BA/7 IN5'JLATICN /j� R -11 SOUND BAR INSULATION 1 l = ■ V (TYPICAL AT 94f6 NEA Ma) 1 6/B":G.WHEA SIDE Su0P ACCUST.EILIIG TILE ] x < RECESSED FLUORESCENT Q ! ON 3 I/2 AND D GRID STOT LIGHT EM PER LHT FIXTURE PER REFLECTED ^ % STUDS :A IN" OL. REFLECTED CEILING PLAN CEILING FLAN / NUR AT INSIDE CE Iff0170d1, �` ,/ WALLS CELT/ O YP TOP OF WALL (T. UN.O.) ® REBTROOM WALL AT CEILING 8 LIGHT FIXTURE // 6.6666 0: URE TENT /� � �� - � - �/ '� Scale. 3".1g, '- " Scale 3" =1' -0' Scale I1/1 ".1 m " J m a < fir °t Y W oy m Om I— I 4 O wt i N '14 N - 1 N M O I N N F N Q N U CO • O 0/ W a • m Uk • Q rm.' 111 I'J•:'ITA -I I,�'.OVCO J W _ W MY 2 :C A ° W i �q5—oqoa D g . • a 0 beet 6 46.0 TI 1 1 ti I1 • NOTES___ —__ _ -__- C SUSGRAOES. INCLUDING BERMS. TO WITHIN I /IOIN FOOT PROVIDED \N BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. 0" 21 SUBGRADE SHALL BE SCARIFIED OR ROTOTILLED IF CONDITIONS a a zN REQUIRE. c A 3 BI 9' DEPTH TOPSOIL IN ALL PLANTING AREAS. o y 9 41 T DEPTH FINE GRADE BARK MULCH IN ALL PLANTING REDS. 51 ALL PLANT MATERIAL SHALL NE HEALTHY. FULL AND CONFORM TO USA 'C. -- — 9 STANDARD FOR NURSERY STOCK. LATEST EDITION. 01 PLANT MATERIAL OR SIZE OR KIND NOT AVAILABLE MAT BE SUBSTITUTED ONLY WITH APPROVAL OF LANDSCAPE ARCHITECT OR OWNER. 11 ALL MASS PLANTING SHALL HAVE TRIANGULAR SPACING. BI ALL TREE PITS SHALL BE INSPECTED TO INSURE PROPER DRAINAGE. 81 POSITIVE DRAINAGE SHALL BE MAINTAINED. MOUND PLANTING AREAS MINIMUM 12'. 101 SHRUBS AND TREES MINIMUM 4T FROM CURB FOR CAR OVERHANG UNLESS WHEELSTOPS NOTED. 111 B' WIDE BARK MOWING STRIP WHERE LAWN IS ADJACENT TO BUILDING. • _ __ 12I LANDSCAPE CONTRACTOR SHALL MAINTAIN SITE UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. 1a M S h Planting bed w b-- inch n EP 1 1 1 ` �aNOn unnc ee , tll5 enco' g "—�} ' b iune Ow i � tEWNli clealu l nyl c GRGUNUCOVER SPACING DETAIL � - rs 405 BAKER I 401 BAKER Triangular croich v cn9 talk M 1 (SI� gP I P Y IM1P F� \� � Ite W ball mulch I nane i11 9 + I . . . . o n ePm pit . . . Il �� il � m tl YI ° -J .I Ilg II NON Na le I Iw m r 11 2 rvo water I ° 55 yJ thoroughly. leAlze ,yc y� SHRUB PLANTING DETAIL TREE PLANTING DETAIL _, di _ '� C , "` S H $ PLANT LIST / 4St - - _ Nit Q S try/ C7r ` / !9/ ?'n Ma/ac - - , / ,i • P appG /aafG F� _ em � n � a S F - � hurge S' - - - 000 o a u➢Pe r remain r¢ ' azprum ?u/ Jeer /l Te a a z ,_4/ ➢r 'e ‘14, - �OI� �� 7 T/A%49 P/, Erce/c E eiCa Ce ar C. m/n pt � Ifl > /Z /tY//>ciU' / In 3 PGyuS Oil/of / Prim raw ,'W11-7/. B s e ` ro / /h, — ry ° 0 az Eu�d�incc A/9222 ' C�mi2/ / .2222par an/y ,94,6 cyan —� o o l5 FYblincr , ° %ASa�/ , nnvr S . � i "�Yi ® r — - _ —I —I, t O 7 ring L. 'llYn GUNK 7>D G✓,y /ten /s/ura/ </'mi2 L / � L 0 20 ; /GX G/"G/FAt9 CJJ/7/dfG7 / 6 U.9j2i//GiG /'/GI' /y {I1i//. _ - . o ® 2 Thy/ O, Jrn 44G/ Orc/fl E//e/ /A�/CEM v7l'fir `v /t//G S /AVJ 9 ,,,‘,72/.226. „,‘,72/.226. /,,,‘,72/.226. /7 //r /G7'G c,-),- HK4Ats / ' +fir/ /cn ?a,, .� , - - / r . w • I o 1 . a r i J 6922 - - ` 7 _ �. NO ' Awe o � ,' - - vrwt . it a K” - . BAKER BOULEVARD °' " °`° ""' s W nl J PLANTING PLAN an/ �b aN� d = . 0 a =eel E L- I ur I `s7%E • rlf% // -J 1... W THE DEC C%LWSIHniED IOM DERIDERS SPI91NLIlB: ,L I 01 • GENERA. NOTES GUN ITMAR 0 ANT CERTIFICATES Q (C I MEMBERS SNN BE SNAKED WFIN THE PMJ RICAN WOOD SYSTEM RENEWS CODE UNIFORM BURNING CODE 1991CD1TON E - -(T' IFOLFP TRADEMARK INDICATING CONFORMANCE WITN TIN MANUFACPURNC QUALITY I II ASSURANCE AND MARKING PROVISIONS OE ANSI STANDARD AIIN (v)STORITRONT 1 - 4 IIVBLOAp3 IS L%.oyG_ R RC -! 11GLU A ... 6P SNOW LOAD 1 H RC ' - MANMACN�AMA. WIND ..9E I.NH2ON86%POSUPC p r CURB NS. MANUFACAL STANDARD ANSI AI AND QUALITY CONTROL SHALL tl N SNSMIC ZONE II ( PANEL ° [}J D CONFORMAN WIN AMERICAN NATIONAL SPo 1 .1991 STRUCTURAL (q O a. 1 1 BE REMOVED WALL / Ex BOLT GLM/LAMINATED TIMBER_ i - I) MN wnu ' - SOIL BEARING cA ASSUMED SH SHALL BEAR 10 BG IETU ESE. SODS ervc n8d0. TO COMPACTED M � � E I \ (EMBED 9') m PRONTO TAMILS TIN GLUED LAMINATED TIMBER MEMBERS FURNISHED SHALL AN NA ALL FOOTINGS SHALL BEAR ON UNDISTURBED EARTH OR SOIL CO ACTED TO a I EACH SOL OF (E) FOUNOAONWALL E TP °NCBA OEl PROVIDE STRESS VALUES THAT MEEI'OREXCEED THE FOLLOWING'. WOW AT SIMPLE LL INC M°DENO PROCTOR PER LOWEST MOST ALL e%lCNdl FWF RIGS SHALL B I9 e c Rn�r Pia ARCH. . (E) CONCRETE SLAB O N L ts) cone s ° - OXEN SPA NBE•.ms) e weHeeM MINIMUM WREST AmnWNTCn GRADE. PEP ry E TA BENDING. F M O SUd 0 1 BENG. P.C. PANL N ON]UMN.SIRARFV 2 165 pd 1 CpN 01- 1-LLE L ° J E%S H4 1 D w/ NS LpNGIIBFB 9nAI I BE STONE -AGGREGATE Al CONCP8 H A UN REDO OP • T x ( EXP. B°Li CW ERF251oNpCRpOH°ILN.MTOGMN TVE> V APPRO%M.ATPlT 115 POUNDS PE0.CVBICFWT. 25 DAT COMPRESSIVC 91NeNUIH SNMI. -- -- LH. I. 1 D c -�' - (EMBED MN-) F (IO mf l 6fEN BB AS FOLLOWS'. O ( 6508 M C I Y IN _ Si NO FS 0133 • SOP N.ASHC E 650 4Y It - RHO ptl FORFMHNG6 1 � _ � P PAVING II EST E NG AU -SHETU h NcR MOO FOR EIWEI ON GRADE o D v PER ARCH IIFDE. ' CON SUB 'W"SIffA'11IING.........1/l'GD 2X2NORGLUO..._ .INOE %IL16 CONCRETE IN ALL EXTERIOR SLABS' TO BE AIR CNOINNED 6% PLUS OR M NUS CD N N N ® B 4 DRILL 15 cc AU. PLYWOOD SHALL CONFORM TO US. PRODUCTS NDARD RR I. 83, ID CDULE PLACING OF OSALL CO NLS CRE ITRHANL Be IN ACCORDANCE CoeBDANCE WI IO,(N1 OF THE A NDAD CODA AND O LA EPDXY N A. PAIN BE AS INDICATED ON PLAN, CONTRACT/3R IS TO CALL THE ENGINEER TO SCHELACING ALL NTE SHALL AND A y f 9 ) (E) ON LL I `• ME VISITPAIW IOCOVERING0.WPSIEATNING. 31849. PROPORTION OF AGGREGATE TO CEMENT SHALL BE AS SUCH TO PRODUCE A - -- E' �� DENSE, WORKABLE MIX, WITHMUM SLUMP OP < INCHES WHICH CAN PLACED ( INBPECp10NC WITHOUT' SEGREGATION OR EXCESS XCESI FREE SURFACE WATER CHAMFER VC CHA ON ALL ) H A COPY OF L MS R REPORTS AND TEST ESN.TS FOR ALL REQUIRED EXPOSED CONCRETE EDGES S INDICATED OTHERWISE ON ARCHITECTURAL 4 GROUT \ _ - LEVELING R14ECIIOHB AIL SHAMIFIED TO RI BVUDO RilEITESTIN O AGEN AGEN CY CY M DM ASFCN WINOS. ENID WRES P%. TRIO. T PGR OR COLU APPBOVPD IIAMN NEN ESE6'EQUAL MNSNALL OE'EECO' MASTER FLOW Wll) BY ' X S "G FOR REVIEW. ENGINGM BE SUB PAS, T1@ EUE GE LACY SHALL BE N S E AN A BY Y INDEPENDENT FLAT IWA N _ FM WA I V, V ', FOR REVIEW. THE TESTING AGENCY SHALL AGENCY - %DM, p ETAIL APPROVED BY THE BURDENS DEPARTMENT. WE FOLLOWING MSDER1O"S SHALL BE ' D CC EE® AS A ALMMUM; ADM D. JOB SITE AS aenuetE BT THE BUILDING EPDXY FOR ASTEIGN0 ANCHOR BOLTS NC E CONCRETE TV Be nu GILL p �F DEPARTMENT SHALL ALSO BE PERFORMED. DOB SITE VISITS BY THE ENOMEER CO NOT ADHESIVE AS MANUFACTURED D BY MITI ANCHOR OR BOLTS TO BEINSTALLED IN DRILLED S ' 4/. `s W "SxME AN DEFIER. M3WLT N ON, " HOLES PREPARED IN ACCORDANCE WIIHMA "VFACRERS SPECIFICATIONS. MT _4 SECTION A -1 SECTION B -1 SECTION C ""'° TAKE `° MEA`0 NTEETS"TB "BUIDING AREA AND IN PARKING REI84,038 "° STEEL WT M ALL FILL AREAS COMPACTION TOBE AS REQUIRED BY SOLIS REPORT. ALL REINFORCEMENT sums CONFORM TO NiM A6158T150. SLAB ROWELS, TIES AND SCALE: P� -1' -fY SCALE: Li =I' -O SCALE Y " =I' -0" NUNDA•TON- STW(MS SHALL BE MADE 40 IFy - !U,IXO psi; Fs 70,000 psi). ALL OTHER REINFORCING A SOILS ENGINEER TO INSPECT' FOUNDATION EXCAVATIONS PRIOR TO POURING SHALL BEORMA I BL OW, WJ ry1IMUM UNLESS REINFORCING OT HER W ISE 5-,) FEN COL FOCHHGS C M"CBA AS BEND) BELOW, I E MINIMUM OM A RE OTHERWISE Q E FpN 1VPI.1. CORNER BARS fI]'BENM WIIL BB PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. 1 COI. & WALL r ( DOCFENDENT 713,11310 LAB OVED BY WE ARCHITECT SILLY NE DECVL SIEBL M ACCOPDA"CR WfM TN C MAMIN.OF S TO COPE OE OE F,. J , 0 µ FI�TBWP9' ReMFORCED CDNCRBM STNICNPGS WELDED WIRE FABRIC TO CONFORM IA - - CONCRBILAHp MDMASFOI.IgWB. ED ASIA ABEAND A.165. V � I BON N ECT PEB RPLACEMENT O O RING MO FOR EACH MMWUMLAP SPLICE LENGTHS %/ o Z - J ` 0P. I M UNECE PER N" CONCRETE POOR. BM NOT' 1853 TX ONCE FOR EACH CUBIC Y OF 36. w ■ C d F r- I BALANCE PER I CONCRETE. NOR 1ffiS THAN ONCE FOR EACH SQUARE OP SURFACE MUMS R- �� °� W L� '1 SECTION B • FOR SLABS OR WALLS TES ONE CYLNDER YE. TEST REMA ING X5 2fi TA" J r _._� NI YUNDERS AT 28 DAYS, SLUMP. MR CONTENT AND CYLINDERS PER ICBC PS 56 - L ]I' - 0 1 SELTON INSPECTION in ' 49' 9 Q o Z - � SPECIAL INSPECTION SHALL ALSO BE PROVIDER FOR ALL ARE WELDING HIGH 19 y. 65• _ 6 1 I DETAIL f yTREMIH BOLTING. AND EXPANSION BOLT INSTALLATION AS REQUIRED BY MIC m T .S. C01. 1. I- 46+66 E% dV115 SDDON POLL THE POLLOWMO MINIMUM COVER SHALL BE PROVIDED FOR NE NFORCCMENT (UNLESS �/� T.S. DIACONAL BRACE 5 WT AS HS OWN INDIC OTHERWISBONDMWINGS� CC a3 D (E) CONC. PANEL y jve - (E eep s') sxp�r gpwlxcs: E.Ee 15. LOL DEN PUN PEa OEf I� STpULT y/.L p PO SI PSR " REVI EW PPI NY F cA ON�TeNTEOP ORAw1 09 4' A LO NL'PEIE CASTAOAINSTn HOTS WE NCLV (CARlI O RA Mm EACV y � W (E) CONCRETE STAR DFSWI HMG OF N OT NE A 000 00. COPE OF ANY PJMION OP THE STIECNML E CONCRETEHXPoSBDTOBARTH OR WEATNERKCASTIN FORM61 WY he DET. 4� EARRING WLLL L YYF BB A CCEP14 0 A8 SHOP D M WM OS NOR REVE E Y TE X6TH0.0UMIMIBEAP3 _ he 1" LEVELING GROUT THREADED tuu 5.W T I6 SIRUC1 ENOMEF AS SUCH LO M LA I W18 NO 0%IV500'IO WOATIN ORM ARAM CIH GROUND STEEL r• ATE] 6 IC �� a THREADED RODS - I- I) S R U CTUR °n L lmmtl MEN'S i.WIRIE. (E) CONE SLAB- SLABS I 014FPIIBA0.nSMN.ER .I/ m Q Drs ' DRILL I2 x. ® 2) STRUCTURAL STEEL MEN'S .BEAM66COLVMN6 .... i1IV . 0 I INTO (C) FOIE WALL (C) CVNC. SUB NTO (E) FON WA H OW-LAMINATED MEMBERS ir) imi _I IDs - LAND ° tl (" I.' B I T HE ENOIXPPRpp MCORD WILL PBVIEW SHOP OMWIN0.5 POTS DLSION IMEHf ONLY, TI�IBROCMIIM1538NALLCONFORM TKI NTM ASFO GPA (Fy 16FW WI) SIRUCNML is (E) FUN WALL _ x °Ui (E) FOUNDATION WALL I VERDTGTION OP DPSENSIDN3 AN° QUAMTIIH9 ARC TN8 MSPoN6IBGSIY OP tHB STBGL SHALL LONPOMI TO ASW Ml6 l%' l6 WJ pN). APPLY PN M¢0. COATS EBR O I' LEVEI CR CONFRAROR ANO ARE NOT' OVAMNIE®BY Y11-1E ENGINEER OF TUMO DMWMOS ARCNITECNRN. SPLpPICNT10N3 W0LD6HM SPECPND SILLLL EEL 6'COMINWUS Y �� ° J WR COMEONBNR O¢61e"ED U rnawa EE BY THB MANIIFACN0.eU SHAH BE TTIO FOJ.EF MMBNM ALL WEILSTO BC M ACCOPDANCR WITH AWS M 193 ANO BY \VASE y _ dEE I I I STAMP CW LICENSED WASHMONN STATE CURSORY ENGINEER AND BE CERTIFIED WELDERS USE FRESH Elo%X LOW HYDROO ALECFRODHE ad l E , SUBMITTED TO THE F THE TIN E RAL SWIM FOR A CURSORY REVIEW FOR COMPLIANCE • Y IJ WIIHIC 'INC 31RVC iH1 £M OP TE SIAVCNRAL OM ORAWIN09 O" AND I FOR e LOADS D BASED B FOM1 ON TB D MISLRMANBOUS O BTEBL 11ANOCPS TO BE SIAPSON OR APPPOVeD EpVFL. NAIL ALL F- e MWRB CMNEM DESIE0. S P z COE NLPS WITNnAES TEEOLTS TO AMR IPEDDYMNMIPACTU It IINLPS35HOWNO R T TYP CA PANEL-TO-SLAB CONFORMA AND ALL NECESSARY CONNECTIONS NM SPECITICALLY CALLED OUT. DRAWINGS. MACHINE BOLT DE I%PANSION BOLTS IMD CONCREIBSNALLEB 0 w - _ . _ . C`ONNIE(.`TION ON ARCHITECTURAL OR STRUCTURAL DRAWINGS. SIEW65ION3 SI V.I.L MCLWE A' XBTI'1(WIX OOLTbII'(MANUFACNAEDAND INSCALLEDPE0.1CBO0.eP )RTX16z]DA'1E0 Ct - - - - -- ! \ 0.PFllODVCIBIPANDTWO WPESIPEPRODUCIBLEWILLBE ReVNWODANO RETURNED FCBNIARY199zIMLAPP0.0VEDEOVALANCHO0.WLTSIMOCONCMTESHALLBE ATUI. • 6 VIEW BY MGSMV6T B8 RP.VBWEO AND STAMPED BY TW WNTRACIOR PRIOR TO LLIND-SIRIINNVICDAIPD OMOE0.WISERPoLTb IN CDNCREI'E SHALL EO PCeVECTABLH I9 -(p ION WALL BIVEWBYTB ENGINEER SECTION 1 SECTION E 1 SECTION F - 1 SHOP DRAWINGS ME AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY TIE PBEPAR THIS DOMMEM HAS BE STEEL FRAM' "° SCALE: 13" =I' -D' „ALE RU" I .-{y SCALE. Yi =1' -O O SMVCNRAL TMWIMGS. rt N NN.L BE THE RCRPONSEI4N OF TN R LNHT OAMIFPAMINO TO HAVE THE FOLLOWING MINIMUM SECHDNPROPERTIES• PO CpNIRACF00.'f0 MAKE CERTAIN TNT AW CONSINICFION IS IN RILL AGRGEMGENECM AL 1. S969T1 A ICI N �CO WITHTE LATEST SIIKUCPMAL DRAWINGS 9' %11 /1'X1 GA, STEEL STUD L9l] z82.8344 1 . IL+ } f EDIT DNS' • CM P 0 PROVIDE / - N STRUT pML G CE PER 'I ` �rACE OF DURING CON811RVRION B C COHIRACIOR SHALL PROVIDE AOEQMTB SNORING VPOL STEEL U ALL V P TACK BN NG. END' T 1 A _ • S p r q i PER RM N M J I f/ (E) LEDGER BRACMO AHD OUTING M ACCORDANCE WFFX SOUR EMMICE M'll All HATIDNAL. CLOSILR ES GALVAN AND ACCESSD 18 GA RICS MIALL BE FOPMID G IDIOM AN ST £D PL THAT COPPE6Y ONT3'f0 M ARC BIVHERE rvF H" C W F B F W.Q SEGO N TO REMAIN DIMEN ANDIMM C -GET LONTPACN0. TOCWRD HATE ALL ALL FIE AND VERIFY TN REQUNGMEMAOPASTRA MI6 GE R WITH 1 MM MIMYBL 93 BIO P51. O FAINT COLUMN BELOW _ \ L 4 RSE AR 1ON51N P1E1D. OBTAIN ARCHNE FL OR A NDW PRIOR TO ALL FIELD CMNGBS. } HOLE • . a SFR.AILNIECURMDRAWMOSFdIR .ETC -R AND WALL OPENINGD PENSIONS AND Sm EALVA"ILED BTHDSTMC BRB GINO ANDA 6 5H L B C FORMED P 10 ( E LOCATIONS. EIAORANp WNL FIMSIES,OTC. STEPLIIAVMOA OL9 OALVANVPD C°ATMO MEIN GTNC MOU MARGINS OF ASTM N OCCURS . OCCURS �J Si l ' ' TOP OF ue F - 1 P P - j_ I a.s I ms, w a ASPHALIIC EMULSION I TOP 0 R I N / / )W ^ .... RA$O VA LINB 6 COVER /1 MIN ASPHALTIC EMV Ox • . s / _ N s , C � � - M X LU _ TS O CO ET b e I k E (Jr MI S / OLOCKING TFq - IT °S15 W - N concarrr a P.� DETAIL j z ev uv U3 . n ers wi w CO COI PLAN S , 9 C „ % IM O UBA LR ARC (PH E TS E H PUN " OR BO iS. CD. ER PIAN (N) STOREFRONT E : SEE E PCH LUMBER NOT NOTED SSEMI. BETTE ID OR BETBETTER_ BETTER_ I RI Q 3 No DO WD 0 p ' -]- w / I (F H ) MB PER ARCH .A ER ARCH DRAWINGS CI F ONS A G RADES SHALL CONFORM TO WWPA WESTERN L IM1BGR P ONTO ES FTC AT CURB PERIMETER) E BOLTS \ IM F 0- J CONTINUOUS (EMBED ' MIN C r EDFOON. ALL COLTS IBAT6 ANH NVIS EL I B A AGNN3T OOD BIALL PROVIDET W N 1 s MUM) CRP ARC (PROVIDE I N9 CON. Ew.� - I - P - Q DOWELS ®2J °r. 10 (E) PANEL BEYOND (M1) CU! . 4 FDN V /ITN STANDARD CVT WASINHS. ALL WAND IN COINAGE WEI LONCM1EIE OR W LEVELING GROUT HT U C RB FERRIC ER) nT BRACE WALL k FIG - 0 ICE <. M S Be FPPS6UM TARRIE M ANIM1N M M AT w U Q B I s s sr .. RT 1 PER PC . 0 N _- - p M) I • M LAT ON PO0. Y) Sa W 'I W D1 ORZ ON 1 - • a C PER SEC 9 CI ILAMINATEO WOOL MEMBERS( I'IQ ) 0 _ F ® I L � TM -- - -- e PS90.NC9 HM1Y CONDITION. \ w 1 I � I � \ I(� w E 1 ^ L FFII • W a ryP V R 111.. USE UNIRCA W °GT. BDl '- (' K/ J O G GROUT NNE .i 9 t1 i r x ° L ( 9 MN�OLI BAUN PERT AP PE RA PF .NPEAMN000PMEI®PRBSNALL 61NDU8TE OP O R W U y / a _ IE) FDN ANAL 1 ■ C I O 0 A PI.ND TO T NO3 OP NL AIDMBE0.S 5(ION A6 PMCHCABLCAPER END W Z Q L �I - ' � {I ��� TSI� ° -SUPP HE CES OPMGABERS NECDNM B85CALET. �� �l II LEVELING GROUT X p15" 141 s I- 1 J ve BOAT wRMMp. G Cpm F •EE rvc S.. muLL -I / I NO E (N) - TOREFR Z -Na CENT O S L C' LU I IM AL • N(5 E LE MHIBEP.S "TIER O J e - """lll - N RECEIVED CpNi NL1 APdE CEP) TO FEJ ON WA ®®® SHL 1Q s e a M 'C - A - T SHOWN ION CAtm z DR ry UI wu Da x aL A Poa slzE k aewF N° I' S' N�1.� CONSU C A EPDX (1 F L4 IS y NZ Qj ®® ENGINEERS Inc V 1 SECTION N G -1 SECTION H -1 SECTION J -1 SECTION K - HG TITS roi PERMIT APPDGANON AND IS STREET TO ° MEW n i'T°M°°11" °( Noes' Nth Avenue S,H„ Suite 260 DO N OT USE FOEECONS „c_4076 e N ° °A °° R L°EL OOOO 4 of 4 ..CUE v. -I' -tl' SCALE P -I' -tl' 12E81 A%. (200) 00 - RO]e FOUNDATION PLAN FOOTING SCHEDULE FRAME ELEVATION ROOF FRAMING PLAN SECTION B-3 SECTION A-3 (E) PLYWOOD EPEERPN1. _. T " _ v T V 9 9 9" S (E) 2. LEDGER ~ '- J I I - rff:d - IN- BEYOND - I • 1 1 (N) DRAG RAG STRIA STRAP PER SECT. A 4 - (E) 1 ROW 6a PER PLAN B 4 "a. c. (VERIFY) VERIFY LEDGER SECTION A B PER 9 r () 0446000 ( ) m cOW Otl ap pFR SECTION A -4 ® (VFNIm - r SHIM AS REVD (E) SOLID BLKC ;N ROW _ a LDI ��� ■e (E) 0.z LEDGER BETWEEN JOISTS (E) SOLID SLXC Oe ® Tow. '(N) 2 ROWS (E) 4 PDWS 1Oe (E) PLYWOOD [ ■ dE1WEEN a01Sis ® a "m.o. (vCre FY) - - JOIST PEW PLAN (TP.) PE J PNN g ( ) LEDGER (CUT RM z6 0 w/ (E) PLYWOOD (1�S LAN (E) PLYN000 A-'?'e v<x6 tl' w STRAP. REQUIRED FOR 4 Y IXP BOLrs I _ _ _ _ _ _ _ _ _ _ _ 4 w "m EXP. / REPAIR W/ EBP TO CLB I'0 I 1 ) C -6 QIP 5 0 PN O. N4 _ - Bu ■EEC _ _ INC 2z mem BOLTS i0 PANEL OF (E) GLB i (EMBED E %M I o ��� (E) Z k 6-1'44 M.B. i0 SIDE OF (E) LEDGER BOLTS C MEN.) =ran F., (N) DRAG SrR Ui I NAIL w/9 l0e ® (E) I I,I w _ PER STIFFENER NE C (EMBED UM) pOLis I LEDGER. NAIL THFU N ° MINIMUM) ST RUT P 1 ROOF W /1ROW IBJ °" - -(E) 5 6� M- (N) ORG STRUT M em . m . NOM.) �- _- - - E 4412 FE 4- a 6 (vER1rv) .j PLAN. EL) ON E ___ .RAP PER El C (ISP.) . 4 M i ( ) v B (E) JOIST (E) 2-2412 j o o m ° m TO (FIT TIGHT SECTION B 4 P MI ( PER PUN - - m C O N O S AS REQUIRED (E) GLB (E) GLa �pD)RL NOTE: NOTFY STRUCTURAL .9- .- a v O (E) 4n LEDGER - -(E) COL - (E) GLB x BEYOND (TOP) ENGINEER IF EXISTING NAILING - BEYOND (E) GLR & BOLTS ARE NOT AS SHOWN - (E) CONC. PANEL E) PANEL BEYOND JOINT 4 (E) COLUMN NOT(: VERIFY LOCATION OF n END OF (E) GLB BEFORE (E) CONC. PANEL VTO I " FABRICATING STRAPS. MOTIF( - STRUCTURAL H ENGINEER IF AS SHOWN e ' ' � `� L' u { 1 9 .1.!) '� GLB SECTION A -4 SECTION B -4 SECTION C -4 SECTION D -4 ° .. ` SE SECTION E -4 SCALE: w" -1' -O" BALANCE LPEq LACE OF (E) TIGHT TC sECTION - I i FEMAIN ' EDGER i° SCALE w " =I' -N V DCER not men V Q DETAIL b 15" NOTE (E) LEDGER (E) 2 -3112 NOT CLARITY SHOWN FOR //� (6) JOIST (E) PLYWOOD ]µ" CL co 1 PANEL i0 V (N) HOLD GOWNS PER PLAN y, V r BE REMOVED PER SECT. G -4 - t h" 3 "5'h" 'h" • J ]•. 14i• Z F (N) Brow o C-4 DEBATE k - 12 142622 c/ J (E) PLYWOO (E) sapsory sN6 sTRAP 11 1 (E ) s1 MPSOry (N) e)fz 1.111 9 6 P i' M.B. Q O V ( NT ® 6"o.e. (E) PLYWOOD (REMOVE 1F FEOUIFED J— QI Ary� ry 5T622a OON FA. sDE w/ 11}' 1Ve" F -a (x) DRAG sTPVT j s L ? As snON w Z (E) JOIST FOR INSTALLATION Dr QI . 1��1, rwcx smE ' M F (E) PLYW000 PEre Pury (nP) oµ "' M a s orrE Ha6s m PER PLAN (TYP) E a - _ (x) HOLD DOWNS) ■ ■ ■■ 1 (VERIFr) �— �r j Mnx I z}. affi Wit d d • �. _ BETWEEN JOISTS . Cu �. 11,7 �r (X) 2IMPSON 121rt611 ) f w KNIFE RN TS BRA Q (N) ORAL STRUT . 1 (N) PLYWOOD (E) 4x12 (MT) (N) 2- S1MPS °N HDBA ST6224 STRAP SHIM AS REO -D (N) DRAG SMUT : m / - PER PLAIT (REMOVE SHIM EA, S1DE OF GIB (E) 4x12 / EACH SIDE PER PLAN (rYP -) µL so (E) JOIST IF REVD) (4 TOTAL) ( ) J015! PER it, GLB PER PUNS (r YP.) DIAGONAL Ts BRACE J R PLAN _ (E) GLB -- PLAN (BEYOND) 6a P „o -i 1 - ,'w r P. 0 �. (E) COLUMN (PIP -) - (E) GLB ( GL B ¢ B RACE tl W ad Y EVER ASCII. 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S 1/1 g MVO ro BE 44444HEO (E) LEDGER TO REMAIN - -' -- ` M PLR c m[R - y TO BOTTOM OF ATTACH w/w m HOLES V^R Y - Z '0 O is CCLVMN DRAG STRUT w/ MIRO ORIGINAL HO 'I � I ' A m Ie r5 COL PER T' R1 CLIPS PROVIDED 1 __ J PLAN (ITP.) 'Q PER PLAN BY MANUFACTURER t STRAP "° }35s (E) CONC. PANEL Z J TS BM. P PLAN ® ®® SHUTLER U sheet _ ECNONGSINUELETRINSG r SECTION L -4 • SECTION M -4 SECTION N -4 SECTION P -4 r Pi'' b SECTION R -4 6 I e n s o p ; E60 N OF 9GLE, R0 - -D' SCALE; w ^ -r_D' GALE: w -I' -ES SCALE: w ^ -r -v Q VAX. (EEO) 450-4078 - 4 w.o~" e .ner _ NE 1/4, SEC. 26, TWP. 23 N, RGE. 4E., vE INSTAL MEW W.M. In _ArC _ ( itt, a - - / a izoo ° ca✓ ( 166202 ° .✓ / z . � - /_ re_sz 02 "CO ac) /F /v e (/2W) IS SEED PER IV NG CO./ o I " BAR SCALE I 2 N 20 3p s°rTEk zr i' s X/z PAVEMENT o 5 PER °° G 3 /"c / a- 10 9GL6: 1' c 10' CITY REQUIREMENTS ID" y4 � 5F£ SEED MIX IAS DONEE OR EPoPo XY 2° PAVEMENT, _ i> Z —�- - - � ay M6 {vuTTE2 SHEEP. / � cT ON GL "0" , � o `' � /Z'G.+c - G�6(c!R T46 H J N G+R3 - %AN E0 g r 3 „,�x \ ro co _ \.� _ - CURB & GUTTER DE AIL a ° gm • q O _ O _ MTS. /1 (MN) f 36 Ill I P COURSE / s � _ Goo VZO DEPT/1) T ° -�\ e OE ry4 NR 1 m sueew.. COMPACTED \� I ) I - TO 9S% MPX DRY DENSITY MODI FIE ^ . cutho Flat L ul /ap,vea j o i n t .e] Bon PROCTOR . E (1LAL Z P , e.e/c,r n tp, rn w BIOFILTRATIO N SWALE DETAIL EXTRUDED CEMENT CONC. CURB PAVEMENT SECTION U` RE AIN 'a ! W o [N.T.S. L eA /7 A, / ; ; GTO Z c m ;{ NTON - V 0) � i I HI•NOrK pp j�.: r F.F.- 27.85 EXISTING BUILDING r'1'1 O B I I ./- G as McieR `, // \Iy, /� 2 m I SAI # R. 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LLI S Ee+we a seed M. lmo41'ea a. alereen Inc . Hydro GU de Wetlana5 5ee0 M x1 t -- p SR BASED ON BM D405 iF , Q II this de (C CI %Wer warm x Germnaaon EXISTING BUILDING 1„,1 ELEV.- 2ev34 acc e,tarce and will require o , I o (y ❑ x I pp (CITY OF TUKWILA DAT I s°tl far uubsoqueril -I. Y 0 Tait ormeamw fescue ea 99 90 F,F.. 28.59 r.ernv'eer„mmnenee or Feroe■ exam. E 4 _ 4 F °c 9e.. a 00 .t.. 6•60.04 0,. 6 paa lO ae es 1E=2/.%9(G^swJ G'V the l mo °5 field Inspector pne ," 40”. Meadow foetal! 10 90 a0 / E -Z /68(4 "N) Dtllo. H' . 666® a rexnen h) I/ Y SIR4TOl CAB JEA m As, a 8 98 90 / S FO .R R HU /l1J N6. / mm4om Apridu. VERI PRIOR To 1 ID D/29/95 Bearop Apoeve am. 5 92 85 CO NSTR U L1 - 10N C rM� I .... 4.01 GRADING AND STORM DRAINAGE PLAN NOTES