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Permit 6927 - City of Tukwila - Stairs, Partition Walls and Restrooms
'1,1y Cl TLkkWftA 3 if7*Lgqi BUILDINT PERMIT (POST �,x INSPECTION WITH INSPECTION CARD AND PLANS IN A CONSPICUOUS LOCATION) DESCRIPTION AMOUNT RCPT. BUILDING: PERMIT FEE :285.00: �1` �4�rs� PL'AN::CHECK FEE.;< :k85 .00 ` > 5216:.1'2- 30 -.91.? BUILD.ING>S.URCHARGE : >:TOTAL; CITY OF TUKWILA Dept. of Community Development- Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO (pfl DATE ISSUED: s PLAN CHECK NO.: 91 -522 PROJECT . INFORMATION: SITE ADDRESS 14000 Interurban Av S SUITE # VALUE OF CONSTRUCTION - $ 30, 000.00 PROJECT NAME/TENANT City Of Tukwila Shops ASSESSOR ACCOUNT # 336590 -0925 TYPE OF ("New Building TJAddition &Tenant Improvement (commercial) U Demolition (building) LJ Grading/Fill WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: Construct new stairs, partition walls, and restrooms. PR PE •WNER ADDRESS City of Tukwila PH •N 431 -0166 14000 Interurban Avenue South, Tukwila, WA ZIP 98168 CONTRACTOR Bartley's Homes & Remodeling PHONE 838 -9012 ADDRESS 31427 46th Place S.W., Federal Way, WA WA. ST. CONTRACTOR'S LICENSE # BARTLHR101BK ARCHITECT EXP. DATE ZIP 98023 1 -12 -93 PHONE ADDRESS ZIP CODE :COMPLIANCE SQUARE FEET OCC. SQUARE OCC. SQUARE LOAD FEET LOAD FEET OCC. SQUARE LOAD FEET OCC. SQUARE LOAD FEET OCC. LOAD TOTAL SQUARE FEET TOTAL OCC. LOAD TO TYPE OF CONST.: UBC EDITION (year) 1988 SETBACKS: N - S - E- W- FIRE PROTECTION: ®Sprinklers 0 Detectors 0 N/A UTILITY PERMITS REQUIRED? 0 Yes E No (through Publlc Works) ZONING: BAR /LAND USE CONDITIONS? o Yes a) No CONDITIONS (other than those noted on or attached to permit/plans) APPROVED FOR ISSUANCE BY: m� I \11 BUILDING OFFICIAL DATE: , - ' / A I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of lav and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the p= rmance of work. 1 • autho o sign for and obtain this building permit. SIGNATURE: --- 7 z--- this permit Shall become null and Void rf the:* o is riot commenced within;, • issuance, or if the work is suspended or abandoned for a period of 180 days CERTIFICATE OF OCCUPANCY NO. • • 80 days, from the dateof from, the last `inspe ction: DATE ISSUED: turraruu PLAN CHECK NUMBER I— s a t BUILDING 'HERMIT APPLICATION TRACKING PROJECT NAME _ SITE ADDRESS SUIT NO. 1 OOo l pr «r ban Fv s -- INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that any time the status of the project may be ascertained. • Plan corrections shall be completed and approved prior to sending on to the next department. • Any conditions or requirements for the permit shall be noted on the plans 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 ". BUILDING SQUARE FOOTAGE/OCCUPANCY INFORMATION (to be filled out by Plan Checker) FLO ,c?_g�.;`` SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD SQUARE OCC. FEET LOAD TOTAL SQUARE FEET TOTAL. OCC LOAD TOTAL ................... ................... DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. `DEPARTMENT ROV UJR.EMENTS /. CQIt1IiMME Date Approved - MBUILDING - initial review Ia 3(rcI ,FIRE Z2y,tt9Ze. '2Z_WA 11 V. - (ROUTED) tb CONSULTANT: Date Sent - MEI O PLANNING IJ FIFtE PROTECTION: Sprinklers (] Detectors ( )N /A FIRE DEPT. LETTER DATE (.ti4 —q.t.- INSPECTOR: ) 0/ INIT: ZONING: BAR/LAND USE CONDITIONS? REFERENCE FILE NOS.: ate. O PUBLIC WORKS O OTHER // 4 MINIMUM SETBACKS: N- S- UTILITY PERMITS REQUIRED? (] Yes (0/No E- 4� INIT: PUBLIC WORKS LETTER DATED: ,BUILDING - final review dAITYPE OF CONSTRUCTION: UBC EDITION (year): !owl REVIEW COMPLETED PERMIT NO. CONTACTED DATE READY DATE NOTIFIED BY: (init.) PERMIT EXPIRES 2nd NOTIFICATION BY: (init.) AMOUNT OWING c� . So 3RD NOTIFICATION BY: _ (snit.) oivfJThr CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 DESCRIPTION 'f BU1LDIIL PERMIT APPLICATION PLAN CHECK NUMBER q-r5 BUILDING PERMIT FEE PLAN CHECK FEE BUILDING :SURCHARGE AMOUNT RCPT # 5Q. 1(t) DATE SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ ASSESSOR ACCOUNT # _33 toSYDO y2--5 (commercial) U Demolition (building) 0 Other PROJECT NAM TENANT 17c- OF TO 7.6,4.--Y2---H TYPE OF U New Building U Addition leTenant Improvement WORK: 0 Rack Storage 0 Reroof ❑ Remodel (residential) DESCRIBE WORK TO BE DONE: 21t ) 5-D9 / /s ,P/9-m-7 77 0/4 l�l -/-�S deL= 7- b,�rs BUILDING USE (office, warehouse, etc.) / -/ C_ E- 4- S Hoe , ,,t NATURE OF BUSINESS: ej / 7`c7 S (/ U,2 WILL THERE BE A CHANGE IN USE? ' E No L) Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: 46%y, /Goer, Tenant Space: 21; 5<> Area of Construction: 5 ,/,0 WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE dR HAZARDOUS MATERIALS IN THE BUILDING? 0 No tra Yes IF YES, EXPLAIN: ca-4S2— efb F,c PROPERTY OWNER (..: -/ TtI 0 p r-y4 e.-,-) _ 'PHONE q3/ 0/6 ZIP ADDRESS /4' 00 0 / 1Ji7L'"?- ,Qerj14.-J A III CONTRACTOR r'7--G / ° i-1-r S - 77'(O196-Z- /7\i/.6 PHONE 8'3$. ,o /a ADDRESS %yam 7 W �, c, c ZIP v0 2_3 WA. ST. CONTRACTOR'S LICENSE # ?.3/ 7-�/./ /. / C) / IS' EXP. DATE / _/2 _ ?Z ARCHITECT r lm&- PHONE 'ZIP ADDRESS 1 HEREBY .CERTIFY:THAT.:1 HAVE READ AND:.EXAMINED :THIS APPLICATION;1 BE;TRUE'AND %CORRECT; :AND 1 AM AUTHORIZED: TO:'APPLY> FOR. THIS ;PERM BUILDING OWNER SIGNATURE �� �'�� al" OR PRINT NAM AUTHORIZED AGENT ADDRESS / ,�� 7� 1� %t S 4,(-) APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit Is Issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. CONTACT PERSON ID KNOW THE.: SA E DATE /2 PHONE 3V38 So % 7— CITY/ZIP PHONE DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES O' 6/91 COMMERCIAL NEW COMMERCIAL BUILDINGS/ADDITIONS building permli pplication (one for Completed tti . • • • • SUEIVIITTAL CHECKLIST Two sets.(2)of the foltowing Spacifications • •••• , . •StiOpteral:calCUletiOna:starriped by*Washinglon'Otate liconsed • onginoor ri Sells :report itarriped',Y.:6•WaihingtOn'State:licenaei1".ergirie.iii.''?x:'.W I I ... • ••. •., .. .. ••, • . • •• TopograPhical,SUreY • •.„.• „. • •.:. ..„. . : • : • . . • „ . . „ Energy calculations stamped by a Washington State:licerised engineer or architect Legal description Narking ..drawings ; stamped by a:Washington State licensed architect which include AiOhltecrii ral drawing s , • ..•': Structural,:drawings••.....••••• •• . • MeChanieal'drawings • .• Elevattons Givil drawings • . Landscape ptan . . • Cerripleted:trOiity Six (6) Sett of oivil drawirigs •-••• • :••••• • NOTE:: Sae utility permit application and checklist for specific submittal requirements. • RACK STORAGE •. j"..Completaci•bUilding • Assessor AcCuUnt:NUrnber • ''.„.••• • • • • • . • ....„ „ . • . • .. . . .• •.• •Batiding iloor plan showirig ... :.;;;;.;;;;; • ;;;';.:::;::::::;;';;;:;:: where racks will be Iocated :••:E?ut do of • ...DirsenSions'o...s. • COMMERCIAL TENAP47:.7...F....F:.,..P...,Y.:.:E: :''.4.,....:E•::.::.7::::.....;..,'•••.:::•:.::•.::i::".:::::;....:::,•:, .... COM: cMoniplot. '.••••'''''''". • ••••''' '''''''" Account Nur91:!•:.•:.':::•.::::::: ..............................:i'")Udel%::::::::::::::::".;,,,,;:::::::::::: .. ..;.. •,.. ......,....„. ,....• ..••••:-.............•.. -....:•::::.:.:-:::•.....: ...,2.::::::•:•:.:.....:.......•:.•.:....•..•:.::::.,•:;..,.-..::::-....... , •••:Aise0Pr'''';.•:.•:•••'::•:-.: . : . ::"••••:- plans ::•..".iiifirchinF.:.„„::: :::,,.•„,....:...-. ed::..:,..:b:i.yIri:,,...7.!ip.:::.e..,..r...71t0.,:ji.....:17::...:,,,Il:;:..,.0...::::7....,,,11::e....47....,.......719!YrP°T,':i.:.. terifirlt)::-.1'....E..:::•:,:....1,...,..— b''.i...:4,:':•:,:::::',::-.:,::::.•!...:::-:::::::::::;:.:;:'::,:::::,:::::::','::.,:::::::•::::-.•:•:,.. sots of censtrucUon . - . , . ....„....... ...' ;i'....i:i'..9'..;:.::.':.11:!:1P.P°1.:.:6and6iog4ii.:)!::..:6:1..:::::::•:.1;9::'......:6::::::.•':••••L:.:61}...'.".:.:°:•9:*:::.";:.7.:.::rki.•;. 6::::::::.;:-::::•:,::::':::•.: ..:::::::::'::',....;.::::::::5;.... • Xliti6g'--- '..:.liq::(0..PP:...,::::':::..::.:•::::.:'::::::::::,:',.::.,',::::::.;:::::;.:'. ::' :'s .. ..: . :::::E:':;:....1.:.:::::!::::?.:',:',:::::•:::,.. •iiid.4-!-.• -:•-•-lic4010i',....!...:....'::?:::::::::::::::::..',::::',.•::::',::::::•••.;:::::::,',:::,;•:..',...... Overall ..,.1:.:.,'....':• .' ,'...'::...,•.':',:.i.',..:,.•....'..•.:i..i;:...-i„.•,..'7.........:'....:!..:."..::.:•,.:...:..•:.••,••:1::,: .,::.::•:,:..•:i.:::!•.•:,1•.:•..::!0•••::..:„•,•.:ln..,.. ..:.• ,: .1:.6 u6e adlacent • .1. .1...'i.i;.:..:.i.:.n:..;::;:.:i":i... .:. i•,::... '- :..1. ... - ,:.:::..::::.::::•,:::...:',..,.. ..:..,a..::-..i....::....,•.........•...•....,..,,:.:.,.."b.,..:..,,.,i.:,)..:..::6.:„::..:•"..:,,.',.„..:.,-, :..:.••,...: : w:.;.:,,..:„..,.s,....1.:,.,.,.•....••....,;:.„ .:::...?:: :..:.:.:,.1.. :,..., .,..,,,...)•..•...:::....,:.:.:"...•...,..::.:.1:.t.. :..,.„: „i,:.:.:::::::.::.:..::•:i.::::i:.,.. :.: f dimensions �f .g6ii::,.•::•..•;,•.:.r,.:„ •.•......,,;.. : :.:"... .,::• 1. ::..'... .:.i. e1::,.. ::1' :::....:;::::'.:.,'::...'::... :.-:•i6' ;.:6,.::.::,„•:.:::"..::t.:..•:::..i••:::,•.•:::..:::.•.„':„:.'•,:...:..g:•:.:..::::,:„...:'.!'....:0:„ !1O:r.:lt:tf:rr9:ci6a:fo1ii0698 riai!pc.pia).i)tt:i6::9,,iiafi: '7ia,611ti • .E'itd°rs'f.e?6ati!t6 ,.Nev:;EIis :eis1!!16ic7iisi:?.:;,6;,,,):.'....,:..",..i.(:.::;:., ..";: :...1.:...4..:..., ,:::'::i.:....,.:.:..!...:,::,,..,:.‘. ,.. 1 :•.;:.:i.:,:„i:..:,..,...;::,,...'.::;,'::.:.'...:,.::,: :,, f...• • • • ConStruction, detalls:•••-::::•::::•::.,::, .:.-.....:•:•':,' .::::::;:::::::::::::.:::::.::..":• •:••••,•:. :..::::: .„... .... :::.,:....,::„..7:a...::,.....6".t....1„6... iii...s:S""i:!n::.g7 1f;COn,..,..tr...1....r..,..:C:.:t1:7::M.,..:e....tc:i.,::itf::::.:::....,..,:.•:.:.....,..: :..- .:,....,;;;;:•:::attachrilent .for flootand Ceilingi:.::".:1•;'-....:::.:::." '...c.:;:•::::::::::,'.:..::,...i...i.':'::•::.• : .....,.. , ... .,. , •••••.§tru otur4 cal culationsl:sttlied.1;1k.W4:siIingtori'St14te.'11 .............................. ....::•:,.. . , . •:::•:.::•-•:„.:..,:,..::.....:::::::::':::•::::•':.,:::-...::••..::::::i:',•'::".'"::::-'":"•:: . ''' . :•;•:::::::::::.'i:i::::•]:•::•"::::'::::;':;:';:s';'''...;::.; '''';';''';:.:;;:;i:".;;;;;;;";:;:;:.::';:::.:: ''''....;.; engineer maY:be:reqUiradjf;:atrUctUral.WOrk''..1Le-bedOne•(2::Set.$)1::".;::":.::•:. A/OTE:.:1/any.:Utility.iwOrk is.tobe:done;:Siitirnit separate uttlity•permit,.......... application . and plans.i i..::,...:.':','.....:::.-.....i.,:,-,::::.,::::-.:,:.:, • ".:."-::::,:......-:.'.::::':::....:. ..,".:::.:..'.:: .. . . :i.:.'..:•:,,,':":.•:::::: ...:..:' Completed building permit application (one for each stnicturey:::".: • • • • :•: " . • : LiAsEi6soi•ACCourit Number . ;•:, : .;.: • ••• : . . . •:: — Narrative deaCribing existing eao,.maiirial.bein0',remoieil, • material being installed, : • .: . • ; NOTE A lc'. ption letterislreqUired prior to final irtsPeCtiOri: *Id sign plan showing rack s!0199° layout . Tenant space lloor,P ,: . :-; . .. • ..• ::. . .::: . :......... .".,"....,......:' ,aisles and ....".'i-• °)(its' ' ': ...: : ',4) '.' ' and /en. tlrj;• aisles:. •NOTE::'ln cludo dimensions of ...:. cks (h a/9 h.t,...;.width an,... .9......,..:% :....:.,..:,............:,:: and exit ways on plari. .. „.. : ,. ,... LJ Structural calculations stamped by a Washington Statelicensed, onglneor (rack storage 8..and ever).::: RESIDENTIAL . . : NEW SINGLE FAMILY DWELLINGS/ADDITIONS Completed building permit application (one for each structure) ri Legal description . Assessor Account Number ' • :* •••• ".; Tivosote•(2)..at..orking:draWings;":whichiinClUde: ...................... „.• Site plan .:••• • (On plan show 'CIO SeSiiiid ritnriticatleri: Foundation • plan Inalude access to hulkPag;::ehoOlii:::::::: Floor pian width and length vi ac�ss) .• • • Roof pion . ............................. • Buliding eleyatiOna„(alt Buliding cross section ••• • ::•••••••.::.:,:::;::::::•:..$truOtural traming plans Washington State Energy :Code data '06ttiPletod Six •' . ....... "(6) sets of Silo 'plans showing utilities NOTE::::BUilding site plani'and utiIity site plan Maybe Conitilned; 5fte utilny permit application and checklist for specific Submittal rf„,,..ittemeiii0:::: • Additional topographical and soils information may be...equired if unique site conditions. • RESIDENTIAL REMODELS , . • Completed permit aPPlication (one :for :each "structure):: . . . . . • • • ... • • • .. • . . • : • • . „ :Asseiaor Account NuMber:: • ..:.• . , .:.• . . • :Two,(2);:tiota'otwOrking :. C INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 roe : ...r _ ..■ ype o nspect on: �7 . ress• _ ,' Specaa struct ons: Date anted: ...... 9 , ..m. Requester: ••ne o.: Approved per applicable COMMENTS: ' 1, ❑ Correct on : • red prior to approval. T/Q Inspector: ❑ $30.1REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: i� INSPECTION RECORD Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 PERMIT NO. (206) 431 -3670 ro act: ,, 0 c rie. 441, ype o nspection: Address Li Date Called: Special Instructions: Date Wanted: e l --2 /-9 ankir Requester: Phone No.: Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' LLB 0 _ ✓.yes es G' �� j �- S_AZ)Z- V ve 4. 7.•7 1 A%471 .,1-.. ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. eceq t No.: Dale: INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 Log, PERMIT NO. (206) 431 -3670 • ro ec : d o l U kit)? la_ ype o nspection: T./ 14 Q Address: / L710-- —_ j 7 f S -�' Date Called: 5_ / 9� 2 Special Instructions: /0, ,plate- RA" A /OJ' 5 i5P7 ,-1 t.,44342 Date Wanted: 5 - / 9 ^ 92 am. p.m. Requester: yeoce Y Phone No,: c- f 3 / _ b/ 66 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: • 1) TA; 1-/ �-i S r; A,7 ‘ 1r .,..-.5 _ � z) ,c..-/ase ,I3'- L,e , -- >1.-k- -v r sf P/2 4.73.4•7 c••7..„ 7-•-•e, P10 ''l••• G(0U- - /_3 ,plate- RA" A /OJ' 5 i5P7 ,-1 t.,44342 - 1"--4--'4- -- / may, ul re. - L.,/6,/21-, �., e- A •{ . 6/ 41 2.1-19 --. 7 v !e, /$ i ,C5, . s �Y 4. 177 -.-, ,docai- `,4 , 47_ _. ///.c, a J .r ,tr ' dap2, 070, -, cal G* S S6 -sr. 4l: 11.' 4i) Cn P ,.. // s ah Cam)- -f1 ."1"YZVz -, -ie -004?, - =1 • — O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No,: rate: o INSPECTION RECORD Retain a copy with permit _ Lpq CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 ERTIT10. (206) 431 -3670 •roe , : FIN ► ��: ► ype o nspect on: r� 0 Q r `Gj„ 3 1 wsl -Pr..L S 1 E NAG€ TO (3 A-rti R.iDO►'►^- I() c?U c S 6)(0'3. Addressie ("'. f, -1. n `: 1tAiV /Date Called; � 1- -9z- b 605-Ma 1.1 F% Kc A ND Et .1V-1 Cell.- 6 ►sr At.S . Special Instructions: 114e .a 1 t-n i 0(7 AA- I (p lit • C -v-oss �R. Ac al of PO (o" P.-- o nJ `-k) S(1 Date Wanted; q / 6 9Z 't ' m, Requester; J Phone No.,:, q 2 . 96(z.... 0 Approved per applicable codes. Corrections required prior to approval. COMMENTS: ' (Z,- -prp„s e-„1-11.1(1 r.1C, ,y'A (= Ltrow._. wort.L S 1(4512-.. ?LA-0 _ 2- 1 ►J.5 F -uL. .0 +c.. c-A- N-t.14, Sts I^S Au D Cvc 1 C.1 4C- 1-1 & k s. 3 1 wsl -Pr..L S 1 E NAG€ TO (3 A-rti R.iDO►'►^- I() c?U c S 6)(0'3. 4( S rnhlC (-N A S1C.z..7- (-A- -e-c) N isb AS , 5 W ALL% 7 P ) ` 2 C = t -ktrLc staActs ! v - 1 a' Yn AY. , ‘Cfpu IZ StAccif tv1 R.c'S /! K-Ee LAOS\c ANOf il►R.. caysa_ 8 f SPAc„JC . b 605-Ma 1.1 F% Kc A ND Et .1V-1 Cell.- 6 ►sr At.S . 7 C`x -a..r c) L 5- 1 ►¢-.. Nom- --�p5 -To Ao L —eeV T ) 114e .a 1 t-n i 0(7 AA- I (p lit • C -v-oss �R. Ac al of PO (o" P.-- o nJ `-k) S(1 1 s hem 5S t r3C, o rJ -Posr z. 9) C./A-ut -k-- I -Lt..- PLU NI 61 NG tai %T.tA 0.. , Inspector: C �.L..2, Date: 4 0 _5 O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd,, Suite 1`00. Cali to schedule reinspection, INSPECTION RECORD 0 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 672? PERMIT NO. (206) 431 -3670 Project: G Type of Inspe%Ion: Address: Date Caller ,,. Special nstructlons: Date anted: 3-(0-12_ P.m. Requester: Phone No.: Approved per applicable codes. COMMENTS: ❑ Corrections required prior to approval. tN ❑ $30.00 REINSPECTION EE REQUIRED. Prior to relnspection, fee must be paid at 4.. 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. O!'INSECTION .RECORD CT � 0. Retain a copy with permit CITY OF TUK I A BUILDING DIVISION, I\ 6300 Southcenter Bid., #100, Tukwila, WA', ,1'88 PERMIT NO. (206) 431 -3670 r ect: 0 4 _ `4 Type of Iryspecti gam' ti, 0 -r-^ 601\0 Date Calle : 9 Spec al Instruction • tr Date Wanted: — r� 3 --- 2 a p.m. Requester: / Phone No.: //Pi API ,&, D Approved per applicable codes. Corrections required prior to approval. COMMENTS: 414- , e _ ,_,, -. 12Pto _&e A4 / 441.14. L7 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. E 10 ` 0. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 INSPECTION RECORD Retain a copy with permit ■ PERMff' N0, (206) 431 -3670 o ci,{ (M , 5 t 41,0- N r) S Type of Inspectl dre7 /�J r 0Y o LW q''r� Bate Called: Special Instructions :1J E .. Date Want / "j am. p— Requester: e� P ne a: - (3 -90 I -'` A...Approved per applicable codes. ❑ Corrections required prior to approval, COMMENTS: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter. Blvd., Suite 100. CaII to schedule reinspection. Date: i INSPECTION RECORD' Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter. Blvd., #100, Tukwila 98188 (206) 431 -3670 •roe ano ` r�► "ypeo nspection. 1,.4411W Special Instructions: Date Wanted: e 9 r P.m. Requester: 1 ' Phone No.: "is- 0 2 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: reef ce, 74. A:7 drA .71e, 1 dfrk ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: 1%fe: „ • , t • . . . INSPECTIO 10. -d••■ INSPECTION Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 2 7 PERMIT NO. (206) 431-3670 Project: c_c .5, 4 es 1-1 1 ° Type of Inspa vorpvl 1 AG Address: - i'Yoeb 7:74/e-tA,44,..e.4., Date Called: Date Wanted: 2 -ie- alild5 Special Instructions: Requester: , Phone Nolt-t- . ; g - 0/2.— ',Approved per applicable codes. Corrections required prior to approval. COMMENTS: or, Mee.-half, -611 12%4- c-4.4- • iee> e i4-4f 7f- t< 4.(9 ( 1, 17-7 s.' 4/c c 5 lawn & eref d9-6 M4y doP -ei/f /4" hz 1 Ar. . Inspector: MIL11111111. $30.00 REINSPECTIO FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Date: ic�pt No.: ale: City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Gary L. VanDusen, Mayor Control No gi`52 2— 1)// Permit No. 61F2'7 Project Name Address /y61,-- a _TA/7. &i 5 Suite Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire `Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: �/l e 71- iY /5 (e. (- S7' J? i4c)i,k5&) Ah rized Signature FINALAPP.FRM T.F.D. Form F.P. 85 City of Tukwila 6200 Southcenter Boulevard • Tukwila, Washington 98188 John W. Rants, Mayor Plan Check #91 -522: City of Tukwila Shops 14000 Interurban Av S THE FOLLOWING COMMENTS APPLY TO AND BECOME,PAT QF THE APPROVED PLANS UNDER TUKWILA BUILDING PERMIT NUMBER �(.Ir� 1. No changes will be made to the plans unless approved by the Architect and the Tukwila Building Division. 2. Plumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296- 4722). 3. Electrical permit shall be obtained through the Washington State Division of Labor and Industries and all electrical work will be inspected by that agency (277- 7272). 4. All permits, inspection records, and approved plans shall be posted at. the job site prior to the start of any construction. 5. Any new ceiling grid and light fixture installation is required to meet lateral bracing requirements for Seismic Zone 3. 6. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. 7. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear identification showing the fire performance rating thereof. 8. All construction to be done in conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1991 Edition), and Washington State Regulations for Barrier Free Facility (19 89 ' Edition) . Phone: (206) 433.1800 City Hall Fax (206) 433.1833 City of Tukwila Shops Page 2 9. Validity of Permit. The issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. CITY OF TUKWILA * BUILDING DIVISION * DATE: 1/8/92 PLAN REVIEW NO. 91 -522 PROJECT: CITY OF TUKWILA SHOPS, T.I. CONTACT: MR. RONALD BARTLEY 31427 - 46TH PL SW FEDERAL WAY, WA 98023 DEAR MR. BARTLEY: ADDITIONAL INFORMATION AND CLARIFICATIONS ARE REQUIRED TO COMPLETE THE PLAN REVIEW BY TUKWILA BUILDING DIVISION. 1. A ONE HOUR FIRE RATED DOOR /FRAME ASSEMBLY WITH SELF CLOSER IS REQUIRED AT ALL DOOR OPENINGS THROUGH WALLS SEPARATING THE STAIR EXITWAY FROM THE SHOP AREA. 2. OPENINGS THROUGH THE CONCRETE BLOCK OCCUPANCY SEPARATION WALL SHALL BE PROTECTED BY ONE HOUR RATED DOOR FRAME ASSEMBLIES WITH SELF CLOSERS. 3. ONE HOUR FIRE RESISTIVE WALL AND CEILING CONSTRUCTION IS REQUIRED FOR NEW INTERIOR STAIR WELL. THIS PROTECTION MUST BE CARRIED THROUGH TO THE WALLS AND CEILING OF EXISTING INTERIOR STAIR RUN IF THIS ENCLOSURE IS OPEN TO THE NEW STAIR EXITWAY. 4. EXIT DOOR FROM SECOND FLOOR TO NEW EXTERIOR EXIT STAIRS SHALL BE MINIMUM 3' -0 X 6' -8 ". THIS WILL APPLY TO ALL OTHER NEW REQUIRED EXIT DOORS. 5. THE PROPOSED FILE STORAGE ROOM FLOOR MUST BE CAPABLE OF SUPPORTING A MINIMUM "LIGHT STORAGE" LIVE LOAD OF 125 P.S.F. AS REQUIRED BY U.B.C. TABLE 23 -A, CATAGORY 18. THE 6X12 FLOOR BEAMS ARE OVER STRESSED IN BENDING AND SHEAR, BASED UPON THE CLEAR SPAN AND SPACING INDICATED ON THE PLANS. SINCE IT IS ANTICIPATED THAT THIS ROOM WILL BE USED FOR FILE STORAGE, MODIFICATION TO THE FLOOR SYSTEM AND APPRO- PRIATE PROVISIONS FOR THE BEARING WALLS WILL BE NECESARRY. PROVIDE DETAILS AND CALCULATIONS BY A PROFESSIONAL ENGINEER. 6. PROVIDE NOTE FOR PLAN OR PROVIDE DETAIL TO DESCRIBE PROPOSED CONSTRUCTION OR NEW EXTERIOR STAIRS. ITEM 1 THROUGH 4 WILL BE CONDITIONS FOR APPROVAL AND WILL BE NOTED ON THE PLANS. ITEMS 5 AND 6 WILL REQUIRE A RESUBMITTAL OF TWO COPIES OF DETAILS AND CALC'S DEVELOPED. 1/8/92 PLAN REVIEW 91 -522 PAGE 2 IF YOUR HAVE ANY QUESTIONS OR NEED CLARIFICATIONS TO ANY OF THESE COMMENTS, YOU MAY CALL THIS OFFICE WEEKDAYS BETWEEN THE HOURS OF 8:30 AM AND 5:00 PM. (206) 431 -3670. Jew4 RO :ERT BENEDICTO, SR. PLANS EXAMINER BU1LDI;3 PERMIT INSPECTION RECORD (Post with Building Permit In conspicuous place) CITY OF TUKWILA Department of Community Development - Permit Center 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431 -3670 BUILDING PERMIT NO. Cp9a-1 DATE ISSUED: SITE ADDRESS: 14000 Interurban Av S SUITE NO.: PROJECT: City of Tukwila Shops CALL FOR INSPECTIONS AT LEAST 24 HOURS IN ADVANCE "X" REQUIRED INSPECTIONS PHONE DATE APPROVED INSPECT. INITIALS DATE(S) CORRECTION NOTICE ISSUED 1 Footings 431 -3670 2 Foundation 431 -3670 3 Slab and/or Slab Insulation 431 -3670 4 Shear Wall Nailing 431 -3670 5 Roof Sheathing Nailing 431 -3670 6 Masonry Chimney 431 -3670 x 7 Framing 431 -3670 8 Insulation 431 -3670 X 9 Suspended Ceiling 431 -3670 X 10 Wall Board Fastening 431 -3670 11 12 13 X 14 FIRE FINAL Insp: 575 -4407 15 PLANNING FINAL 431 -3670 16 PUBLIC WORKS FINAL 431 -3670 X 17 BUILDING FINAL 431 -3670 (INSPECTOR COMMENT SECTION ON R INSPECTION PROCEDURES AND REQUIREMENTS All approved plans and permits shall be maintained available on the site in the same location. 1. FOOTING - When survey stakes and forms are set and rebar is tied in place. 2. FOUNDATION - When,forms and rebar are in place. 3. SLAB - If structural slab or if underslab insulation is required. 4. SHEARWALL NAILING - Prior to cover. 5. ROOF SHEATHING NAILING - Prior to cover. 6. MASONRY CHIMNEY - Approximately midpoint. 7. FRAMING - After rough -in inspections such as mechanical, plumbing, gas piping, electrical and fire stopping is in place. 8. INSULATION - After framing approval, but before installation of wallboard. Baffles must be installed to keep attic ventilation points clear. 9. SUSPENDED CEILING - Fasten diffusers, lights and seismic bracing. 10. WALL BOARD FASTENING - Prior to taping (see UBC Chap. 47 and Table 47G). 11. 12. 13. 14. FINAL FIRE INSPECTION - Contact Fire Department for their requirements. 15. FINAL PLANNING INSPECTION - Contact Planning Department for their requirements. 16. FINAL PUBLIC WORKS INSPECTION - Contact Public Works Department for their requirements. 17. FINAL BUILDING INSPECTION - When all work, corrections, reports and other Inspections are complete. OTHER AGENCIES: Plumbing (including gas piping) — King County Health Department — 296 -4732 Electrical — Washington State Department of Labor and Industries — 277 -7272 A preconstruction meeting with the Building Inspector may be scheduled prior to starting the job by contacting the Department of Community Development, Building Division at 431 -3670. Although not required, a meeting of this type can often eliminate problems, delays and misunderstandings as the project progresses. 00114,x, 4N REVIEW COMMENTS Plan Check No.:G SZZ Project: ON t'? YVKok a 6hopo ( 1. No changes will be made to the plans unless approved by the Architect �..� and the Tukwila Building Division. OPlumbing permit shall be obtained through the King County Health Department and plumbing will be inspected by that agency, including all gas piping (296-4722). 0 Electrical permit shall be obtained through the Washington State Division of Labor and Industries, and all electrical work will be inspected by that agency (277- 7272). All mechanical work shall be under separate permit through the City of Tukwila. All permits, inspection records, and approved plans shall be posted at the Job site prior to the start of any construction. REQUIRED INSPECTIONS 6. When special inspection Is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9, All high - strength bolting to be special inspected (Sec. 306, UBC). 0 Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. . 12. Readily accessible access to roof mounted equipment Is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. 15. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of root will be required prior to final inspection (see attached procedure). 17. All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. Ali materials shall bear identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43-8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood, 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 0 Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval o1, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. 1. Footings 2. Foundation 3. Slab /Slab Insulation 4. Shear Wail Nailing 5. Root Sheathing Nailing 6. Masonry Chimney 7. Framing 8. Insulation 9. Suspended Ceiling 10. Wall Board Fastening 11. 12. 13. 14. Fire Final 15. Planning Final 16. Public Works Final 17. Building Final 6. When special inspection Is required, either the owner, architect or engineer shall notify the Tukwila Building Division of appointment of the inspection agencies prior to the first building inspection. Copies of all special inspection reports shall be submitted to the Building Division in a timely manner. Reports shall contain address, project name and permit number of the project being inspected. 7. All structural concrete to be special inspected (Sec. 306, UBC). 8. All structural welding to be done by W.A.B.O. certified welder and special inspected (Sec. 306, UBC). 9, All high - strength bolting to be special inspected (Sec. 306, UBC). 0 Any new ceiling grid and light fixture installation Is required to meet lateral bracing requirements for Seismic Zone 3. 11. Partition walls attached to ceiling grid must be laterally braced if over eight (8) feet in length. . 12. Readily accessible access to roof mounted equipment Is required. 13. Engineered truss drawings and calculations shall be on site and available to the building inspector for inspection purposes. Documents shall bear the seal and signature of a Washington State Professional Engineer. 14. Any exposed insulations backing material to have Flame Spread Rating of 25 or less, and material shall bear Identification showing the fire performance rating thereof. 15. Subgrade preparation Including drainage, excavation, compaction, and fill requirements shall conform strictly with recommendations given in the soils report prior to final inspection (see attached procedure). 16. A statement from the roofing contractor verifying fire retardancy of root will be required prior to final inspection (see attached procedure). 17. All construction to be done In conformance with approved plans and requirements of the Uniform Building Code (1988 Edition), Uniform Mechanical Code (1988 Edition), Washington State Energy Code (1990 Edition), and Washington State Regulations for Barrier Free Facility (1990 Edition). 18. All food preparation establishments must have King County Health Department sign -off prior to opening or doing any food processing. Arrangements for final Health Department inspection should be made by calling King County Health Department, 296-4787, at least three working days prior to desired inspection date. On work requiring Health Department approval, it is the contractor's responsibility to have a set of plans approved by that agency on the Job site. 19. Fire retardant treated wood shall have a flame spread of not over 25. Ali materials shall bear identification showing the fire performance rating thereof. Such identification shall be Issued by an approved agency having a service for inspection at the factory. 20. Notify the City of Tukwila Building Division prior to placing any concrete. This procedure is In addition to any requirements for special inspection. 21. All spray applied fireproofing, as required by U.B.C. Standard No. 43-8, shall be special inspected. 22. All wood to remain In placed concrete shall be treated wood, 23. All structural masonry shall be special Inspected per U.B.C. Section 306 (a) 7. 0 Validity of Permit. The Issuance of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval o1, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. No permit presuming to give authority or violate or cancel the provisions of this code shall be valid. 25. A Certificate of Occupancy will be required for this permit. City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Fire Department Review Control #91 -522 (512) John W. Rants, Mayor January 28, 1992 Re: City of Tukwila Shops - 14000 Interurban Avenue South Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) 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 12.106(c)) Storage under exterior or interior stairwells shall not be permitted unless such space is protected on the enclosed side by one hour fire - resistive construction and sprinklered where required. (UFC 12.109(c)) Exit hardware and marking shall meet the requirements of the Uniform Fire Code. (UFC 12.106 - 12.111) 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 3314(A)) Manually operated edge or surface mounted flush bolts and surface bolts are prohibited. (UFC 12.106(c)) 2. All modifications to sprinkler systems shall have the City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 2 John W. Rants, Mayor written approval of the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528) (NFPA 13, 1 -9,1) (UFC 10.307) All sprinkler drawings shall be prepared by companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey & Rating Bureau, Factory Mutual Engineering or Industrial Risk Insurers, then by the Tukwila Fire Department. No sprinkler work shall commence without approved drawings. (City Ordinance #1528 & NFPA 13, 1 -9.1) (UFC 10.305) Maintain sprinkler protection for all enclosed areas. (NFPA 13, 4- 1.1.1) (UFC 10.302) Contact the Tukwila Fire Department, Fire Prevention Bureau to witness all required inspections and tests. (NFPA 13, 1 -10.2) (UFC 10.305(b)) 3. All electrical work and equipment shall conform strictly to the standards of the National Electrical Code. (NEC 70) (UFC 85.101) Each circuit breaker shall be legibly marked to indicate it's purpose. (NEC 110 -22) All electrical wiring is to be inspected by the State Electrical Inspector, Washington State Department of Labor & industries. (NEC 70) 4. All required occupancy separations, area separation walls, and draft -stop partitions shall be maintained and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.401) This review limited to speculative tenant space only - 4 City of Tukwila FIRE DEPARTMENT 444 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 Page number 3 detailed description of intended use. John W. Rants, Mayor Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd DATE CITY OF TUKWILA RECEIVED 6300 SOUTHCENTER BOULEVARD ell-" OF TUKWILA TUKWILA, WA 98188 JAN 2 0 191 PERMIT CENTER * * REVISION SUBMITTAL * * O PROJECT NAME C l T Gi - '`- ' 77-17k-A---1/2- /9- haf'S 244./ N ADDRESS / 9 D©© CONTACT PERSON la,/ PHONE 3 30^ iv l Z ARCHITECT OR ENGINEER X .� r /�TL (,4 e7— 52' *E » r 7-$67->07 PERMIT NUMBER (If previously issued) PLAN CHECK NUMBER "1 t _ cSa TYPE OF REVISION: 7Al2,47 5 £ 2 / V %/s,/o. ,2/ zJL 770 0 SHEET NUMBER(S) % "Cloud" or highlight all areas of revisions and date revisions. SUBMITTED TO: CITY OF TUKWILA BUILDING DIVISION MEMO TO: 91 -522 FROM: RSB DATE: 1/21/92 SUBJECT: STRUCTURAL REQMTS FOR FILE STORAGE AREA. ***************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** D.G. DID SOME RESEARCH AT ADMIN BLDG RE THE NEED FOR STORAGE SPACE FOR THE CITY CLERKS OFFICE, AND FOUND THE FOLLOWING. 1. 1983 PLAN OF THE EXISTING SECOND FLOOR SPACE. 2. MEMO FROM JANE CANTU TO ROSS EARNST WHICH OUTLINED THE SPACE REQUIREMENTS. FOR ADDITIONAL FILE STORAGE. 3. DISCUSSIONS BTWN ROSS AND D.G. INDICATES THAT PLAN REVIEW SHOULD STOP AND PERMIT SHOULD NOT BE ISSUED UNTIL THIS ISSUE IS RESOLVED. D.G. FEELS THAT WE SHOULD NOT SPLIT OUT THE PERMIT WORK AS PROPOSED BY RON BARTLEY, UNTIL ALL IS RESOLVED. DOING THE PROPOSED WORK MAY CAUSE PROBLEMS OR ELIMINATE OPTIONS TO SPACE PLAN. FILE STORAGE SHOULD NOT BE APPROVED AS PROPOSED UNLESS ENGINEER DESIGNS SUPPORTS INDICATED TO ALLOW FLOOR CAPACITY TO SUPPORT MINIMUM LIGHT STORAGE LOADING (125 PSF L.L.). MINIMUM. City of Tukwila 6200 Southcenter Boulevard Tukwila Washington 98188 (206) 433 -1600 Gary L. VanDusen, Mayor TO: Ross Earnst FROM: Jane Cantu \ DATE: July 29191) RE: Records Center Structural Improvements This memo is a follow up to the information provided to you last week regarding the structural improvements needed at the Volvo/White building for storage of the City's permanent records. As you will recall, we requested the following improvements be made to the building: *Install 64 feet (approx.) of fire retardant wallboard (10' high) *Install a 36 inch solid core door with lock *Any heating/cooling improvements made to the building include ducting into the Records Center area. After further discussion with the state archivist, it appears we will also need a separate switch for the florescent lights in the storage area. (Records should not be kept in a lighted room - -the darker the better). As we are beginning our financial planning for 1992, I would appreciate a status report by August 15th (including estimated costs). Thanks for your help. Let me know if you need more info. cc: Viki Witschger 17x33 =561 sgft WWI erxxiirnerr t lh WIG mime 310R©Q I =et - M' high ' DOUDLC Stereos Shelf I'xear ON -se x,st x,� storage Shea SS SI' x /4' x eft high tibri 318R6�0 D— Heys xseem S 64' x Storage ChM Ir mar high .St 4S1U XS x,4t ■ .It ANIS r x ISrx sWW S hl� MON M'xr-xSr MINIS xJ-II SJs N'` higie P Storage r 6 SS' Ngh S .$S Rua Vail 114' MO /4'x15'1 ON Wig "� Shea xirMeV ss' high W x ts`t SSs h▪ i▪ gh drxtr�xsrrhiigh L root n Drano FEE -03 -1991= ii 34Ari FROM ELL !SPORT ENGINEERING TO 4313n65 P.0i Fax Transmittal Memo 7672. ....... No. of I ....... ld"ytQA�f. MTlrne,..! l..i K'W LA 136 1 LZ) ki Comnenv ii3o s iN e. 17.1.x.,., e , .. , ComoenY )•""71. �+ .. ». w.. Location t Location !,Dept. Chary •Fex ,... lTelephone�',.•,...,. .)Fax+ ..,........ elephone# Comments OriQ1 "el Dn Calttorp{ckup Efflsport Engneering, Inc. REVISION TO STRUCTURAL. INVESTIGATION STORAGE AREA CITY OF TUKWILA BUILDING 14000 INTERURBAN AVENUE February $, 1992 by Jill K. Nelson PE 20501 81st Ave. S.W. Yashon, WA 98070 Telephone & FAX (206) 463-5311 or 1OM) 235 -5510 0 Fq 0.6 51)2149, • FEB-03-1992 11:3 AM FROM ELLIbi-uto tHu i NEER 1 NG TO 4313665 P.02 Efflsport �. En eerin • REVISION TO STRUCTURAL INVESTIGATION STORAGE AREA CITY OF TUKWILA BUILDING 14000 INTERURBAN AVENUE ; area so that it is capable of carrying the required loadsa. 20501 Slst Ave. S.W. Vashon, WA 98070 Telephone 8 FAX (206) 463.5311 or 1(800)135-5510 FEB- 03 -1992 11 ; 46'411 FF�rON tLL 1 b u I ENIG 1 NttK 1 IVu Ellisport Ens eerin Inc. TO 4J13bb5" h'. V,b PROJECT JOB N0, CHFCKJI)13Y FIGURED R DATE SHEET '.OF I�f 2050181st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 or 1 (800) 235 -5510 c New BEAM • ewe: 'E1 M PWF1 '. froCE4 • ;. :.: SW- :.q.?Cf.p. -Co LUM4s4 ........ FY- ..ofetSkir4-1"-tto WALL; - . ><IS t ( :.....pc • Copyright 1992, EIIlsport F.nginwring, lnc. FEB -03 -1992 11: 38Af1 FROM ELL I SPORT ENGINEERING Ellisport Engpeeiing, Inc. CHECKED BI TO 1.131. D P.01 PROJECT 20501 81st Ave. S,W., Vashon, WA 98070 (206) 453 -5311 or 1(8000) 235 -5510 DATE ,tea 4x j- cat.UMNI Wli`l� C2,) A5s TOP (4.; -rom comb/ 'Dew LccATtoNob. ,dope • P r.1/41 • 1 Copyright 1993. Elllsport Engineering, Inc. FEB- 03 —i992 ii■41.AM FROM ELLib uk1 tNU1NttRiNU TO Ellisport Ens eerin� Inc. 43136E5 P.07 PROJECT JOB NO. CHECKED BY MUM BY 11 41711116 DATE !, SHEET 5OF 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463 -5311 or 1(800) 235 -5510 i L L t. 'A N.. : e9:a . , x Of lAs'drOOT. (54'74) 64 tetCAL. ' ' #4:_ . e, a_: :_ : :_ :... 2��r _......._ . _c.-r1 :4 ..w:.. ,..: j > 7-bp :... ...... __.._...... .. ................... Ca"K:6-Llii:16..1.1; ' ....i-1--6..'7 l'.6.-"Klic.-6........t4 (e;:i:47.•...e.i..c4;1::,-....e=":47z-::::-H...... Copyright 1992, Eliisport Enginetring, Inc. FEB-03-1992 11 : 42 M FROM ELL I SPORT ENGINEERING Ellisport Engineering, Inc. TO 4313995 P. 09 PROJECT JOB No. FIGURED CHECKED BY ANTE sHl r4— OF 2050181st Ave, S.W., Vachon, WA 98070 (206) 463 -5311 or 1(800) 235 -5510 {G- 35,4.1.1 Z50 43,D ! .4 VD: ... __.... . :: ::..._.2$ .•kri :V. { . C o Kim _..........,.........,. . • Cor . fight 1992, PJIfsyOrt Enghnetring, In . frE -lJ.)-iyyd 11;4. H1'I 0) DEg.. (2.) E'Xt5 -r N' FL. e. esA l (5") acts -�r,t tco come, t\2 vV erg.€ slagA&S F F=kUI'I ELL i bF'Uh' I tNa 14tK 1 NG DESCRP1IOi )) )) Tit ED . Scopex Numbor- Mi e D%n r a Da 6? 1 01-Feb-92 4313;6'5 P,09 WOOD BEAM DESIGN & ANALYSIS Pace - _.- -- -------- ;---Span 1 --f -Span 2-- 1- -Soan 3--1 -Shan 4--I- -Span 5- -i -Span 6--;--Span 7 - -i --Scan 8 -: ALL SPANS SIMPLE 8L''DRT 7Y 1 yin SPAN add'y fts 4 14 8 END FIXITY.,.. Left) 1 Fix /Pin /Free a 211 /0 Rti 1 BEAM WIDTH inl 12 BEAM DEPTH in; 1.52 -- CALCULATED VALUES -- t F)4 - Modified Aiiow. Psii fb - Actual osii fv (actual) * 1.3 psi) Moment 0 Left in-ki ' " Right irr-k! Max. Moi . 2 MId-Span in-k; X-Dist ftl Shears; Left ki Right kl Reactions:: Left n1 Right kJ Wax. Defl. 8 Mid Span in X -Dist ft'> 1,050 720 21,00 9 1 1 5.5 11.58 1,25)D 1,0822 90.67 3.2 131.2 2.00 4.50 0.27 4.86 -0.27 -4.86 8.27 4.86 0.27 4,86 - 0.128 -0.127 2.80 4.50 LQf Unsupported Length fti Fb - BASIC ALLOW. Psi 1,050 Fv - BASIC ALLOW. psi) 85.00 ksii 1. LOAD DURATION FACTOR - APPLIED LOADS I USE LL THIS SPAN? Y /N; Y pif i 18 LL plf! 125 PARTIAL DL pit; Li, plfa X -Left ft: X -Right fti TRAP.... DL 9 '.eft O/ft* 1X. 0 Right 8 /fti LL 9 Left M /ft! L.. 9 Right ii/ft! X -Lett fti X -Right fti Popo. DL 8 1 1 1 1 1 1 1 1 1 5.5 5.5 5.5 13.50 11.50 9.50 NO! Ns! .,.l----- ---- -i - _i-_ -_ 1,2215 1,000 1,250 1.131 955 1,253 84.85 77.86 . 22" 249.0 7.08 5.93 -5,93 5.93 5.93 -9,238 7.00 103.7 103.7 4.00 4,86 4.32 4.32 -4.32 -4.32 4.32 4.32 4.32 4,32 -0.079 -0.141 4..s 4.00 yob yam! s 64°4014- f/+�.� 1di f-N' 1,230 1,250 1,080 1,258 95.:x, 55.00 75.00 95.80 85.00 65.82 85.00 1,808 1,800 1,800 1,888 1,808 1,800 1.809 1 1 1 1 1.25 1.25 1.25 - .1. : ____ _ f •_ - 4 - _.- ...,.. -- -- -- f ,.w 1.. , Li 8i X -Dist. ft`, DL O; i; #i X-Dist. fti Di. Oi 65 782 Y 80 1809 Y Y 89 1@08 Y Y NEjy-03--1992 11 : 4UPN NKUI'I ELL i bHUK I tivi:a i NEEK i NG Effisport Ens eerin Inc. TO 4313665 P.05 PROJECT JOB NO, CHECKED BY DATE `._r./ SHEETS OF 20501 81st Ave. S.W., Vashon, WA 98070 (206) 463.5311 or 1(800) 235-5510 ,p)rtght 1992, EIlsport Engineering, Inc. Tap. Iscoc, " „... . .PP.(tv 771 T.; •-e .,a "Pa • Ft2-03 -1992 11: 39AM FROr'I ELL 1 ti- Ur f tNG 1 Nttt I NO TO Ellisport Ens eerin Inc. PROJECT JOB NO. CHECKE1113Y 4313bb5 P."04 20501 81st Ave. S.W.,1'ashnn, WA 98070 (206) 463 -5311 or 1(800) 235 -5510 MW-:O BY ri 1 FED. r .1VE ' .."'it ..... Cri4 IVIARV f KI 7A. c ,\I 1-1' 11.16 Art. p -x4' 158t ... . . . , . . . • ' L a m • .• I M U M: OSS 4-X4 J4 )4L.. _ . .. :. -.... : .... .............ALWWA�LS 44c : cam W COWMtJ _.....,_..:...... P 'MUM Dts ,a, ')(4 ... r.,..ON/1 t\(. t - ....0.±.e ?, : _ ._ =-.- . sE ..k.C2:: : :. - sv t 4« 7.7.7.........: . , .6. P .e # ... yaps., 2 - - 6010 R . '' - w6e› 41 � F-+ c - ......_......_.... := : -V. - - -. -. _ ... b. - c.r't, Y.1 ,-77'''2. ___7.44zwim mob ....:.....-.);:c4-0-2<4.1.4));Fi+-i);) .... ._.._.•: .,. tz -.571..1.1 -- . ,. _..w .":0-liiic:j.:eititz v.577,.p.1._ . . -------- _ 5C4, e) ...... copyright 1993. El3Lroort f itglnetting, Inc. ......... . �..w i.,.. ..m..��• �� . .........F 110 51/ (coLLr1 rJ ION PP -tF� 1 IVIa TO 4313GGS P.03 Title : Scoop, : Number; Mime . I)srtgr : Da e : L03 -Feb-92 TIMBER COLUMN DE.S I t3N DESCRXP- rL);' 7> >> �..�.... D:SISN DATA DEPTH (earl. Y• -Y)= WIDTH (oL'4ri.. X-X). ...TS SIZE NOMINAL '' or __ col..umN DIAMETER ""c rAL COLUMN f T. _ Page r7 ALLOWABLE STRESSES r, Fc : OARAL.LEL = 600 osi n Fin d BENDING = 1.200 csi /r, LOAD DURATION FACTOR = 1.00 E : ELASTIC C MODULUS = 1600000 Psi in ft PPP A4 LOADS AXIAL LOAD = 7.560 0 UNBRACED LENGMS . Le m Re * Lu ECCENTRICITY = in X-X AXIS (axial) . g.$ $ ft TRANSVERSE MOMENT = Y -Y pXIS (axial> = 9.5 fit SIDE LOAD _ * X -X AXIS (bending0= ft ....DIST FROM CL - in .... D I ST FROM BASE = ft CALCUL A"ED MOMENTS Ecv. Load ('+ Mz.d -Ht = 0 NOTE; All axial eccentricities Si c e Load Moment = in-0 are from " ecth" centerline. Max. Desior. Moment = in-4* t w. SUMMARY 1 Use t . Axial Stresses' Be1dinQ Stresses; c Actual = 39+:.73 Deli Actual = rasa i Allowable = 443.05 5 psi Allowable = 1200.00 Dsi. i i f ZN", Ei AC T ION EMUATIC}N VALUE = 0.885 (= 1.00 OK i (7 te: LD= used to call interaction value, which must be < 2.00) i AXIAL; X-X : k Lu / o Y -Y % k u / d ALt...C3WABLc BENDING S AXIAL STRESSES Octv.al FctA11 cwablea =tat. 7272 X -X Axis =wa. 57 i4 Y--se Axis = 574 os i 444 ce a ;r,ax. Allow. kL..t/ c' = 50.0 F! c . (LL.OW * LW' - 444 osz K = 34.7 (LDF Unused if k Lu /d ) 'W) 'fli n. Allow. = e.i..0 /ci = 11.0 FLEXUAL : (:` /d) . 111 C -sr (Lea s: /b•' ~2) •''•. 5 1.00+ '' ir►x : Allow * LDF - •-- --- INTERACTION ANALYSIS 1,800 oesi. fc r Compressive = 392.7 psi fbx : Flexural F' ca = 443.8 csi e : Eccentricity .3 (L /d--i i) / (K -11) = 0.411 d : Depth Interaction Eouat zan: IP PPP PPP P. osi in 5.5 in (fc /F' c) + ( C fb •* fc * (6 +i.5 J) *(e /d) 3/ (F' b - J fc) = 0.885 FEB -03 -1992 11: 38APM F( ELL I SPORT ENG I (JEERING Title : Scope . Number: rise Dsngr : Dates03- Feb-92 ri)SBfiR COLUMN DESIGN Page cv DESCRIPTION )) )) -- ---- -- DESIa0' DATA DEPTs1 (oarii Y -Y)* WIDTH (aarli X -X)= ...:S SIZE NOMINAL ? -- COLUMN DIAMETER _ TOTAL MON UNSRACED LENS7HS : -e a X -X AXIS (axial') Y -Y AXIS (axial') _ X -X AXIS (benainc)= 3.5 in 3.5 in N yin in ft ke * Lu 10 ft 10 ft ft CALCULATED MOMENTS -------- Eay. LOW it Mid-A = Side Load Moment = lax. Demon Moment = ALLOWABLE STRESSES Fc ; PARALLEL = 600 psi rb : B- slD1N6 • Imo 25i LOAD DURATION FACTOR = 1.00 E t ELASTIC MODULUS =1b0 00 as1 ■ - --- -LOADS AXIAL LOAD ECCENTRICITY TRAI+SVERSE MOMENT SIDE LOAD ....D1ST FROM C. ,...DIET FROM BASE in-* in-* ...- - SiiMMARY All axial eccentricities are from "Death" centerline. --- __- ^----- ---- -i Uses Axial Stresses: Bending Stresses: Actual = 342.86 Psi Actual Psi( AlIowable 0 408.23 ast Allowable = 1200.00 Qsi1 INTERACTION DUAi ION VALUE = 8.840 (= 1.910 OX ) (Note: 3= uses to calc interaction value, which must be ( 1.00) 1 AXIAL: X- X :kLu/6 Y-Y k .u1 ■ --_.... ..__.∎•∎∎_.......- .W..- ...ftMek∎i C{.1e7c4 ffktoT Itlb ALLOWABLE BENDINS & AXIAL STRESSES ----- ---- -- Actual FciAllswable: =34.2857 X -X Axis 034.2857 Y -Y Axis stex. Allow. kLu /e Mite. Allow. ie..0 /d • FLEXLIL: C -f: (1E /d)4.111 0 C-a: ( /W 2) ^. a • 50.0 84.7 ILS 1.00 = 408 psi ■ 428 Psi Fz c : ALLOW ' LDF • 408 D5i (LDS' Unused if k Lu /d ) 'HI) Fibs . AlIow * LDF INTERACTION IONi ANALYSIS - •--- --- -- fe : Compressive a 342.9 s:si fox t Flexural Pei " • 409.3 psi e ; Eccentricity J• (L/ :1) /(K -111= 0.395 d : Death Interietion Eaua :ion1 (fc/Fsc) r ( fa + fc * (6 +.i.5 3) *(e /d) r /(F'b - 3 fc) • 8.848 • 1.209 Psi ■ P5i = in = 3.5 in 4313GGS P.02 h� CD | ----- ----- __ L-_- '� --^----'--r-- ----- ` --__'-�--'_--- . | ! ---'r-' 1 L__--------__ _ ---�--'`'—'|---` / | __J ----- ----- __' L__ ` ` . | | | | | | | | -- --1 _ / | | ' ! i | . � . | | | . 1----, _�__+ � . cr 0 CD x:, -..-` ----- L � � ----- ^_'- J-__' ) --^--- � 1‘) CD • such a,lJjo 6utistx• O (D CD (D m ION fiv .►a e 46 .4 wpm JO 1 pewee 11 Y 1.K Nan sea win Owe 4alv.aa. J1 a.►a 10.41 seems 11101 .11, a JUN .Ja II0A eaus ION a Al ono •Cmuse u-airaarKgn 9 §g Siang* vest ar straw high N O (D (D sumo. skin aratr a af"Nyi So w . She sr si *Sr MO Swigs skin rrnrarhigh dB Q 0 0 FD" • • 1) I it it r , 0 1 0 4( W _ W ' +C ■ ‘,1 W V 4 _ AU W i A cr ii. tv.k, W Z (.) 0 • • - r .... , li. . 0 ) t, g 0 O- W 0 0 0 I. 0 iri 0 0 1!1 1;- 111 o. 1 7 1 JAN -1? -1992 10I30AM FROM ELLISPORT ENGINEERING TO 4313665 P.01 ELLISPORT ENGINEERING 20501 81st Ave. S.W., Vashon, Washington 98070 (206) 463 -5311 PLEASE DELIVER THE FOLLOWING PAGES TO: NAME brt }3 ' €d a ! a DEPT /PERSON te,,,V110y- P(G&. ns ADDRESS CITY /STATE PHONE 445 s t . " k11(P NUMBER OF PAGES (INCLUDING COVER SHEET )_.___.____. FROM 6;1) ty. .l"5 N1 ADDRESS CITY /STATE PHONE MESSAGE: AM IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL US AT 206-463-5311 RETURN FAX # 206 -463 -5311 OR 800-235-5510 AN -17 -1992 10:31AM FROM ELLISPORT ENGINEERING TO 4313555 P.03 STRUCTURAL INVESTIGATION OF STORAGE AREA CITY OF TUKWILA BUILDING 14000 INTERURBAN AVE Ellisport Engineering has analyzed the second floor storage area at the Tukwila Shops building. As the existing framing is hidden. many items have been assumed based on typical construction practices. In some areas we are asking that critical elements be verified. Questions about the attached analysis should be addressed to Ellisport Engineering, J111 K. Nelson P.B. at 932 -8740. FRAMING LAYOUT The building is prefabricated metal building with an interior wood mezzanine. The age of the building is unknown. Current building occupants gay the mezzanine or second floor has been used for atorege loads in the past. The latere1 system for the building is rigid frames. The second floor lateral ayatem appears to be shear walls. No attempt was made to quantify the either lateral system. The ,second floor is a wood floor with 3/4 ply covering 2x6 decking. The floor beams are Gx12 at 48" oc. The beams appear to be supported by the partition walls below. After conversations with Western Wood Product engineer Kevin Chung the wood we a.s aumed to be DF#2. Based an this grading, the second floor allowable live loading is as follows: storage areas -100 pal', attic) areas 45 pef. Current Code requirements estate that storage loads are 120 pat'. We suggest that the owners be allowed to use the second floor with these live loads requirements ported. The connection of wood beams to the maaonry(cmu) wall is a 4x.12 wood ledger with 5/8" anchor boi,te at 4' oc. This connection averstresses the code allowables (UBC 24 -J) of 750# per bolt (assuming solid grouted bond beam). We require that 5/8" diameter Hilti HIT Adhesive anchors be placed at 3' oc. through the ledger into solid grout filled bond beam (minimum embedment depth. of 5 "). If the beam is not solid grouted please contact us for an alternate design. No evidence of ties to prevent cross grain bending of the ledger were found. This code requirement is to prevent failure of the ledger in at earthquake. In the future when the building is being fully renovated, these ties should be added. (Simpson LTT19 at 4' oc with 3/4" diameter anchor bolt. Attach to bond beam with Hilti HIT Adhesive anchors in grouted cells.) The assumption on beam spans is based on 1.oadbear,i.ng interior partition walls. Prior to beginning construction we require that the framing of the wall be exposed at two locations, storage room well and office: wal l t in clowat area) . Thecae atpproximete locations are marked on the akeatch. We expect to find bundled 2x4 studs under the floor beams. In the event that the wall is constructed as nonloadbearing or suitable etude or top plates are not found pleas* contact us for a design. 1 JAN -17 -1992 10:31AM FROM ELLISPORT ENGINEERING MENEM PRO►7Ea FIG. BY \" TO 4313665 P.04 IA ELLISP C NGINEERING_ 20501 - 81st Ave. B.N., Vauh0ri, WA 98070 206 463 -5311 or 800 235 -5 10 cHECRED BY MONO. GATE SKEET, 1 or 3AN- 17 -i992 10:32AM FE ELLISPORT ENGINEERING PRDIEGT FIG. BY TO 4313665 P.05 ELLISPORT ENGINEERING„ 20501 - 81et Ave. S.N., Vaehon, WA 98070 (206) 463 -5311 or (800) 235-5510 • UV:RED BY JOS NO. DATE Sf OF — .... Wi::..' • TT- -: _:�......_�.._ gCsf JAN -17 -1992 10:33AM F ELLISPORT ENGINEERING TO 4313695 P.06 PAW FIG. BY tIMIONNOnoftwalsormee ELLISPORT ENGINEERING 20501 - 81st Ave. S.W., Vachon, NA 98070 ___ _ (206) 463 -5311 or (800) 235 -5510 JOB 140. CHECKED BY DATA SIitte'r OF' - t .." •Z•••■••I6. " Pgi;:•:::="211. , JAN -17 -1992 10:34AM FR "" ELLISPORT ENGINEERING TO 4313665 P.07 5T4 'itle Scone : �,,/ ,,'arcs,: PAt1 `Zl '!isc • Derr : Date:16 -Jan -92 _ - 1 t 1 o COS' DEJi6N 6 D BEA ... -. D} -r-r ANALYSIS �.. Rgge�. a - s 14�, isiss / of 1-06 .__.. - - - --- --- -�...- _ ._-r- ____- -__... ___ _ 3" eT P- E,% {I F I • DESCRIPTION )) )) 4-- orr =cce /i g I..0S ---------.--'.------• -9aan 1-I- --Soar) 2 - -1 --Span 3 - -i --Scan 4- i - -3oan 5- -I- -Soar, 6--i- -Saar. 7 -1 --Sian -t ALL SPANS SIMP.E SUPPORT 7) y/n SPAN LOTH ft. 4 15.5 15.5 22.5 END FIXITY.... Loft 1 1 1 1 1 1 1 Fix /Pin /Free = 2/1/0 Rt 2 1 1 1 1 1 i ! SEAM WIDTH 111 12 5.5 5.5 5,5 SEAM DEPTH 10 i 1.50 11.50 11.559 11.50 ---- CALCtit.ATED VALUE -- .- I------- -I...- Ns: - I...•- k6} -1___. ND} -I..._ 1.....-______.;....--_____1...--- Ftb - Modified Allow, csi1 1,0!0 1,500 1,200 1,500 fb - Actual a ij 688 1,581 1.254 2,579 fv (actual) :t 1.5 PT 20,07 86.05 68.25 61.85 Mneent 9 Loft i, rk o " Right •n -k: Max. Moe. 0 Mid -Shan irks 3.1 191.7 152.1 191.4 X -Dist ft} 2.00 7.75 7.75 11.2'5 Shears: :.eft ki 0.26 4.12 3.27 2.83 Right kl 4,26 -4.12 -3.27 -2,84 Reactions: Left ki 0.23 4.12 3.27 2.83 Righf kt 0,26 4.12 3.27 2.84 Max. Def?. 0 Mid loan in; -0.122 -0,583 -0.524 - 1.226 X -Dist ft; 2.00 7.75 7.75 11.25 - -- DESIGN Di iA -I i 1 i .........--.1 W }_- ..___._ {.r. - - -i : Le: 1}nsupoorted Length fti Fb - BASIC ALiiW, osii 1,030 1,500 1,208 1,500 Fv - BASIC A1, .Ow. psi! 55,80 95.00 75.80 95, 85.00 85.80 85.00 85.08 e kW, 1,600 1,700 1,500 4700, 1.800 1,800 1,800 1,800 LOAD DURATION FACTOR I 2 1 1 1 1.25 1. "3 1,25 1.25 -- APPLIED :ADS I ---- 1 -- - - -- 1 _. i .. -,.� i _._ -_�. _• ! _... -� i -- __. } ---- -- ; USE LL THIS 1'cAN? Y /Ni Y Y Y Y Y Y Y Y UNIFORM.... . DL olf} 9 52 52 52 Li. a1fI 120 480 370 2t8 PARTIA;..... Dt. Difi LL if X -Lift ft; X -Right ft; TRAP... DL 0 Left 0/ft; IP 'D F 44 DL 0 Right 8 /ft: LL 0 Left 4 /ft:, l:),,ar7� LL @Right 4 /f,: /�" ��' /2 X-Left ft; OP Kits n• P5F X- Right ft '� 'OIMT DL A: L` a; X -Dist. itI DL 0; LL 10 X -Dist. ft; DL a: Li. :i1 att t.4417 Utkioc 34ritm?.41)64., CAfisOK Fs, ,IWIRci o . 't Cr, J " " pOto , E.D 121 L )( 4;(00 0- )17M, tly4, , eAMW.e. 4-5@e0.4 e 1-611 70.014,t, Cit4 4.411./IM4414 14q4 13i 01415 S' = 13a2 p ;i piP te-YA c : • °TAT 154 g62—. )(.4Z, 17F Lot'. 3 cots /. 1.7 got' 2,449 'P tot/a4, •'‘ 0.66") 7dock. slop tekeg,i,. /-tL. X44t4 trWA 1TC:; L.►.., (Z6 F. V. ,-t. 4t 1 4F (1-) 644 vt. 5.74 pe FIAd. eve0)(15k 20 4%1( tr.: Ac4 jp25:2 159 CO 1 ;' i2(, Z2 tc45 t4.6 CS) ( I 78.77 > ,� c) /i'1, Pi' , Ce) (51; ._TAN -1?-1992 10135AM F m ELLISPORT ENGINEERING Page 4 of 4 Amorwoodame TABLE NO. V A4.L0WABLE TENSION AND SHEAR VALUES IN CLAY BRICK MASONRY FOR THREADED RODS' 114 I71AMW(tr►)�r MBE • '- ' De (ht4s MOON MaN14 (LA:) s/a 6 300 ' 560 10 385 1/* 1.000 b70 995 10 830 3/e 6 845 1,495 10 1,035 3/4 8 _ _ 860 2,235 13 1.320 'Tabulated sheaf and handle values are for anchors installed In clay brick masonry Grades SW, MW 1 and 11 complying with U.B.C. Standard No. 24- 1. Me embedment depth IA 1 easun x1 from the outside face of the clay brick masonry. 'The anehvm maybe installed In the vertical or horizontal joints, or in the brick %teat, "Spacing and edge distance requiremtnta are nosed in jibe No. Iv. ALLOWABLE TENSIONAANDD NO. VALUES IN MINIMUM 2500 PSI CONCRETE FOR THREADED RODS+ 2 7 a 4 R.-^ -- ,_.%._a) MBE • '- ' De (ht4s T py�{ (U! r ,, »!>➢oo psi DereEnnss!oar (aths!) I34 ;Tension(Lbe4 465 s^, titnar(Lba -- 34 ._.... 14 3'/2 1.020 1.000 3/a 514 2' /4 1,510_ 665 1,000 - 1h 63/4 414 1,650 1 ,945 Goa . 2.550 1,945 3/4 - 21/2 915 - r 5 2.145 2.810 - - - -- 742 3,280 2,810 '3/4 1,875 5 2,250 - Via •., 3,440 3,925 •. 10 5,250 3,925 7/0 _ 5 2,415 * .1/4 61/4 3,720 5,770 2.625 10 5,560 5,770 1 ^ - - 644 3,415 .�. 81/4 5,720 6,800 _ 121/4 9,375 6,800 'The tabulated tensik and sheer value; are for anchor installed in stone aggregate comatose having the minimum designated ultimate contpseuive atrcngth at time of installation, r[he HIT anchor experiences a reduction ifitenslle and shear capacity with Increased concrete temperatute,The load factors noted in Figure Nu. t must be applied to the values noted In the above table when the anchors are installed In locations where the concrete tempeneure may exceed 65'E !Tits allowable load values may be increased 33 n/3 percent for duration of loading, tech u seismic or wind. +Sp eing Ore*, HIT menu shall be in aectxdarte with thstrquIrenxers noted(nTibiallo. IV. TO 4 }13GGS P. 09 Report No. 4419 TABLE NO. VI ALLOWABLE TENSION AND SHEAR VALUES IN GROUT - PILLED CONCRETE MASONRY FOR THREADED RODS' >t a ANCHOR MA1AETER(M.) MBE • '- ' De (ht4s T py�{ (U! 7t Ns 31/2 . 465 ., 890 , 14 �- 41/4 580 1:620 3/a 5 660 2,430 3/4 63/4 1 ,950 3,750 'Values arc for 8-inch.wdde Grade N. lightweight or medium-weight concrete masonry units conforming to ASTM C 90 and U.B.C. Standard No. 24.4. The grouted masonry units are to be (tiled with coarse grout conforming to ASTM C 476 with a minimum vernpn ssive strength of 2000 psi. Normal - weight masonry uniu may be eubsltuted for Ova medium-weight units. -TM embedment depth (a measured from the outside face of the concrete block. *The anchors earmot be lowed within 3 Inches of the mortar Mote. +Spacing and edge distance requirements are Doted in Table No, IV. ALLOWABLE 'TENSION VALUES IN MINIMUM 2500 PSI CONCRETE FOR REINFORCEMENT DOWEL$+ s 0 li A DIDRILL AMETER eve TH ) TseaiEOOpu Tension po 13/4 570 No, 3 tit 31/2 v 1.275 .. 51/4 1,915 21/4 720 No. 4 s/a ' 41/4 1,875 634 2,945 •. 21/z 1.000 No, 5 .1/4 5 2.625 71/2 4,125 5 1,330 ' No, 6 //a 61/4 3,190 10 4,875 5 1,670 No.7 1 654 4.125 10 6,375 614 2,830 No.8 114 81/4 6,565 12sh 9,940 5 3,670 No. 9 12 /to 10 8,440 12 12,750 6 5,000 No, 10 134 12 11,250 18 16,875 lltetabutated Wasik values weft anchors insWled In stone aggregate concrete bevies the minimum designated ultimate compressive strength at time of installation. rf'he HIT anchor experience a teduction In Nagle opacity «lth hammed concrete kmpesawre• T h e bad f a c t o r s noted InPipnt No. 1 inuatbe applied to thy values noted la the stow tibia Ow the enchant an hletapedin'loeatlaea where the COMM tenopan. ttae may exceed 651.. 571 ailowelde )Dad values may be Increased 33 VS went for duretkm of loading. nth ea *leak or wind. 'Spewing of tha errchots shall be 'ascendance w (de the requirements noted in'Able No. IV. Tf1TAL P.09 .. ••• .•.•- .- ......... • •..-- -•,..-■ ... • .1CBO Evaivation Service, Inc. A subsidiary corporation of the International Conference of Building Officials EVALUATION REPORT Fling Category; FASTENERS—Concrete and Masonry Anchors HILTI HIT ADHESIVE ANCHOR SYSTEM HILT1, 1NC. 5400 SOUTH 122 EAST AVENUE TULSA, OKLAHOMA 74146 1. Subject: Hilts H1TAdhesivc Anchor System. II, Description: A. General: The Hilts HIT anchor system consists of a two - component polyester resin adhesive contained In two separate ex. tridges and a zine.plated SAE 1018 steel threaded rod or a steel- reinforcement dowel. The anchors are used in clay brick nwsonry. ggrr��wwt= Tilled concrete masonry units or normal-weight concrete having a mi mum compresslva strength of 2500 psi. The HiT C -20 adhesive anchor system with the threaded rod is used with clay brick masonry, while the C•l0 adhesivs anchor system with the threaded rod is used with concrete masonry units and normal•weiglu aggregate concrete. Hilts HIT C -10 adhesive is also used with reinforcement dowels, No, 3 through No. 10. In normal- weight concrete. A galvanized metal screen tube is available for use with clay brick masonry, The threaded rod anchors are available in Vs., 1/2 •1 5111-, $4.1 'Is- and 1•inch.diameters for concrete and' /. -, N2 -.'h. and 3/4.lnch• diameters for clay brick masonry and grout•filled concrete masonry units. Installatlont The anchor is inserted Into a predrilled hole that has been cleaned, using either a nylon brush and a vacuum or a nylon brush and compressed me A blowout bulb may be used if a vacuum or compressed air is not available. The size and depth of the hole and minimum spacing, edge and end distance must conform to Tables Nos. 111 and IV. For clay brick masonry, the galvanized metal screen tube is completely filled with HiT C.20 adhesive and Inserted into the predrilled hole, The threaded rod is then inserted into the adhesive- filled metal screen tube, turning slightly to ensure complete bonding while pushing the anchor to the bottom of the hole, For concrete and grout-filled concrete masonry units, the predrill/ad hole is filled one- half'fltl with HIT C -10 adhesive, The threaded rod orreln- forcement dowel Is then inserted into the hole. turning slightly to ensure complete bonding while pushing the anchor to the bottom of the hole. Care must be taken to ensure that the anchor bond is not disturbed until completely cured. The resin must cure ut the temperature and time periods noted in Tables Nos. I and 11 before load application. Spacing and edge distance requirements are noted in Thble No, IV. Findings No. 9 indicates that adhesive anchors cannot be used to resist pullout forces in overhead and wall installations. This restriction is •neces- sary solely because the adhesive used with anchors is temperature sensitive. Anchors can be satisfactorily installed in walls and ceilings, provided proper consideration is given to fire conditions: Tha remaining Installation details remain unchanged, Report No. 4410 March, 1987 Allowable tension and shear values are tabulated in Tables Nos. V, VI, VII and Vlll. Allowable load values are influenced by the environment In which the anchor is used. The allowable values given in Tables Nos, V. VI. VII and V1I1 must be adjusted in accordance with Figure No. 1 when the anchors are Installed in locations where the clay brick masonry, grout - filled concrete masonry units and concrete temperature may exceed 65°E Identifications The anchors are identified in the field by the lahels nn the• packs tag indicating the manufacturer s name, product name and anchor Size. The adhesive is marked C -20 for clay brick masonry and C- 10 for concrete and grout - filled concrete masonry units. 111, Evidence Submitted: Descriptive data, results of tension and shear tests. Findings IV. Findings: That the HMI HIT adhesive anchors described In this report comply with the 1985 Uniform Building Code, subject to the following conditions: 1. Allowable shear and tension load are es noted In Titbits Nog. V, Vi, ViI and VIII, 2. The anchor sizes, minhnum embedment depths, minimum spec. Ina and edge distances conform to Tables Nos. III and W. 3. Allowable loads for anchors subject to combined thou' and tension forces are determined by the ratio of the actual shear to the allowable shear phis the ratio of the actual tension to the allowable tension not exceeding 1.00. 4. Cakulations and details showing that the anchors comply with this report and that the clay brick masonry wall, concrete ma- sonry unit wall, concrete stab or tooting are capable of resisting the applied loads must be submitted to the local building offkial for approval. 5. Special inspection to accordance with Section 306 (a) 12 of the Code must be provided for all anchor installations. 6. For the allowable loads at forth in this report, the adhesive ane6ore must be Installed in holey predrilled with a carbide. tipped masonry drill bit manufactured by Htltl, Inc. 7. Anchors must not be subjected to vibratory loads such as sup. ports for reciprocating engines unless their adequacy Is deter - mined by taste and approved by the local hullding official. 8. 'The anchors do not support flre•rtslative construction. 9. The suiehors cannot be used to resits pullout forces in overhead and wall Installations unless proper consideration is given to fire conditlons. This report Is subject to re-examination in one year. Evaluation reports of ICS() Evat++acton Service, Inc., are issued sanely to provide information to Class A members of ICRO, stinking the code upon which the report is bated. Evaluation reports are not to be construed as representing aesthetics orally other attributes not speclfkaJly addressed tcoresr an endorsement or recommendation for ass girlie cult jet report. This report is based upon independent has orother eec nionldata anbiedued oat applicant. The IMO Evaluation Service, Inc„ technical skiff leas r*v(ewed the test resider and/or otter data but does notpossets test facitidee to make an Independent veriilcation. Then Is lee warranty by 1C130 Evaluation Service, Inc, express or implied, es to an "Finding" or other matter in the report or as to oily product covered by the r rpot:t. This diselainisr Ineludss, but tt not /irotlt,d to, at 80'd .S99ETEV 01. 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At/9/07-A; 74,4 P CITY OF Tonna APPROVED 2 /7-1)(.1 RECEIVED CITY (W T IKWILA DEC 3 0 ig91 PERMIT CENTER RECEIVED ' . 8iery or va IIWIL 111(1) AT 2 _ 1111 1111 1111[11111i1.11.11 411 • , 1 1 1 1 1 '1 1 1 1 '1 1 1 1 11 Tr rill' T1 T 1 1 it II 4 5 No 18 lig'• Ii 9 1111111.1111l1111 1111 1111 111111111 111111111 iEi1Ii 1IIIU • Or- • 1 5 T. ON rye, 1// • $m oc.dt 5-7-/ c "7- ile!c) 7 5 0 tt Le- rrt ,7---:4_,-/) 1( re,f RE6EIVED CITY OF Tt 1KWILA DEC 3 0 1991 PERMIT CENTER 4?"1. TY7t c- s 7/0/V r Batfey'S Homes & Remodeting 31427 - ifrotti PI, SW 888-9012 FeKjerall Way, VJA C13023 1111 1;11 ' IT I 4 • ITJIIITT! 1111 1111 111111111 1111 rf.T!'11t1.r1111111211.1111111 111 1111.1t11 1.111111 1 111.111111 111(1k1 ‘ RECEIVED CITY n E rl tK WILA DEC '3 0 1991 PERMIT CENTER art ey s Homes . Remodeling 31421 46th PL . . 8&9O12 :`; Feder, at way," WA. 98. 023 No.16 1111111111111111111 11111111 11(111111 T. 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S.M. 838-9012 Federal • Way, WA. 98023 QrYiv:74.111:4500.11-16r 1 , 190047 1/071=0146007'1)' 47__ 5VE 57191R f&Y Y-0719/4- 31 I 4 idtffi 1 .. .... 111 11 IIIIIITiiirii -- ---- ----- .,-- 1 .. ... No.18 , u) 11H