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Permit B95-0174 - HD CAMPBELL COMPANY - TENANT IMPROVEMENT
• • • f�(5�d11� -I • RETAKE OF PREVIOUS DOCUMENT • . • :Dr CAM?eELL Co. f!"15-.01)1-110-1 • ......_, t. ................, . .„...,............„.............................,................................................... . . . ,. . ..:. . .., _ , . G '. . „,.........., . 0 . , . . . ,. . , . . : . . • CERTIFICATE OF OCCUPANCY . , . . . CITY OF TUKWILA 6300 SOUTHCENTER BOULEVARD, SUITE 100 TUKWILA, WASHINGTON, ' 98188 ,.,,.., ! ';:i,:"";7c., :":il 7 '.7 ...:,',„; ;,;.::,.: ,-;, q..,- ,,...,,..,,, . ,. ':"' 7 `• • . -,---,.: • .". -,,, ,...,‘;',. • • ,i TI, i' ., '.7 '`,.: Ni ',"' ' ,...,' THIS CERTIFICATE ISS4PIVPUBSOANtV'T i 'P ".HERt6U , ..1pEME I N i Ti4,OF SECTOON '307 OF THE ,,,.,.._., UNIFORM BUILDING pppg". CER,,TTF THAT IA T .„THE TIMEe0F1 STRUCTURE WAS IN :COMPLIANCP;,0TH,vIHP,, VARIOUS t ,TH ,REGLIL*TING BUILDING CONSTRUCTION ' OW/USE AND . APPf.' I CABLE ? CI TY FIRE 'CODES .,'‘y , Fein, .T1-1E:trFOL LOWING: \ 'F:.,*':' I: ;- ' '';'t r,. .., ,, ,.,, 0 ... • , TenAn ::,-H,. 0. CAMPBELL .,./ PeriOt"Nov Bu i 1 d i ng Adde!,e'ss 1.2301 YEAST .,ifOGINAVI. 5 Sui0.! W6 .... ' ....., . 0,/.1 , ''' ' ',,,O''' Parcel : 7 ! ...„ .,:: -; 1 ;60 n e i THOMA';'-, &I I LL I Aft ,g-'1 . ,,., . .,,, , - - - 1. I At - •.,,,„E . , i . ' • „...” ..ep,,,,,.., 11...if‘ 1 '''' i , , , ,t ..• , .. .t • i ,( 1 . ,,,!... ,'} ,r. i „... - .., ,.: \ ',:f ' • :.i i 'i. / el . c6tupne.sk• WARpHOIJSE .2 l x..k \ •',, 't, 0.1`......-''''' Occupant' L od: 9 2 4 ‘`i. .„' , )7 t4 Occupari0 Graup': B-2 -. .,,./.,..-c / . \ , ,,. ..?„—,.... ,,,1 Type of Consti.4 I14,,,,TN i r p ., •. - -.?/ l'y ) 1, ..4,,14i• ,...). ' , ,f / i „- ,,-.., , , •• - ,,.,----....._ ,Ir. -1. /pg .--- I,, ''.,.: \ )., .'''',, , -..q. ..if':•-,' A ,, -”, f \ ' ' i l 1 '"i' 4 ;:i' , \\,. '° • - ' •6 '" ;,.--,,;,....,. 4 t 44 4'4. , e1 , ADD :, hip' .hifZZANINE , OFFICE F I, ISFi & H C .q IFT:' oft iv.tvalzi // 41 : . Iv , • :, a ,,,, 4 '• „ ( 1, : ""‘... 0 4 1 \ ' J 6. " -v,, „,,,,,, ,, • . • : - p Nefi'4FFICI 1. t 44 . . v :a 77 : Aki 'E — i . ' ''4 '' ‘ . 'i‘ ' ' . . • ". • 4 i 0 Z. 4.1 tt, 4 't 9 44 ' . , ':::+47 ' • . '''..1.--47"/ 4 ,5',''-' .., ..,..„ 0 „.,..; ,-,•'''',f,,y.::;:/ y , !) .! i. .. . . ,, . - .•:v )::::-.,„,. . , . . - -) k.:. 1 i ' 4 '''',4-4;■VI,‘•, . ti J1,1 ,'.. 4 - • .-•,,:',- ....," THIS CERTIPICATEMUST! CONSPICUOUSLY P,OSTED:4N THE PREMISES • 4 4'!.. --, ",•:..‘..--,,- ''.-.._-..-.;,:.... • . :; . .„... , . • ' 2 ; ::•.',1 - 41 • • '"•••'[.:*.,'"..."-::•"''''• ' "-:..',.!•:;'•--, 2.4, , ,',' ';','..;,,,,... • , .4 , .7 , . ' -, k , ' . .t,2,7.,'..W , -,:::. - 4 , - - -'--.,,,.:,...1.::',.2...,•,..:`"'::::,;;;',"..',V.74'2:....----' . . . . . . . . , . . . • . . • . . • , • . , . • . . • . . . . , . , . • . , . . , , . . , , • . . . • • . . . . , . . . . . . : . . . . . . . . . • . . . , . . _ . , • . . • . • . . . . . . „ • - . . ' . . . . . . . . .. . . . . . . . .. . . . • , . „ . , ' . , , . , '. . .. .. . „ ,. ' . . , . ,, , . , , , • ., . , . . • . , „ . . , . . . . . . . . . ' . • . . _.. . . . . , . , .. , . „ . .. . • „ . „ ' '. , .. • ' . . . . : • , . .... . . - . „ . .. , • . . - . . . . , . . . - . • . . :, . „ . City of Tukwila i (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: Type: Category: Address: Location: Parcel #: 734560-0015 Zoning: Type Const: III-N Gas/Elec: Wetlands: Water: Contractor License No.: ERANDC*221NP TENANT OWNER CONTACT CONTRACTOR B95-0174 Status: ISSUED B-BUILD Issued: 07/12/1995 ACOM Expires: 01/08/1996 12301 EAST MARGINAL WY S Suite: Type of Occupancy: WAREHOUSE Slopes: N 125 Sewer: VAL VUE H. D. CAMPBELL COMPANY BAILEY THOMAS R & WILLIAM J 12303 EAST MARGINAL WAY S, SEATTLE WA 98168 DAVID KEHLE Phone: 206 433-8997 12878 INTERURBAN AV S, SEATTLE WA 98168 E RANDERSON COMPANY Phone: 206 453-8717 300 120TH AVENUE N.E. #217, BELLEVUE, WA 98005 *************************************************************************** Permit Description: ADDING NEW MEZZANINE, OFFICE FINISHES & H.C. LIFT FOR OFFICE TENANT IMPROVEMENTS. Units: 001 Buildings: 001 Fire Protection: SPRINKLERED UBC Edition:.1994 .Front:' Left: SETBACKS . 0 Back: . 0 Right: :0 .0 85,000.00 948.30 ************************************************************************** Perm CenterAuthoriz Signature Valuation: Total Permit Fee: I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of'work. I am authorized to sign for and obtain this building permit. Signature: Print Name: 0. ILL4S- r � / ► iS4-�i- /.444 Date: �7�" (c:� - 1G) Title: ` c; I/-/ This permit shall become null and void if the work is not commented within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. • .. • � CITY OF TUKWIL • �!,v,: ° Department of C ,munity Development — Permit Cent • • .TP ':y• _ • 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 k Mg ' " f (206) 431 -3670 • • Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER ■ . D. Cw npc/) Cor a SITE ADDRESS UITE Nue INSTRUCTIONS TO STAFF • • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. • Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. • DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. :.:;:•::: >.::::; .......'.: DATE "�; :.:.. •.::: DE : T E T: DA• :IN;.:.:;;.:. . BUILDING - r0 14. qZ' R CONSULTANT: . Date Sent - Date Approved - initial review (p - ' - � (ROUTED) • ��/(��.�- FIRE PROTECTION: Sprinklers Detectors ( N/A FIRE /( / $j IN (.1)/0 1 1 .0 Q_ FIRE DEPT; LETTER DATED: k/is,'9s INSPECTOR :)G�+ .S/Z) In 7..S / � I+ 4 5 r ZONING: iMy'' 'BAR/LAND USE CONDITIONS? Yes No N N N N G �, (• f REFERENCE FILE NOS.: INIT: MINIMUM SETBACKS: N- S- E- W Xi PUBLIC 4\' o\ ° ( 3 6 , , Ss-- Ye) UTILITY PERMITS REOUIRED7 s No PUBLIC WORKS LETTER DATED: WORKS INIT: ,TI,' • O OTHER INIT: BUILDING - 7 0 `� • TYPE T OFCONSTRUCTION: CERT.OFOCCUPANCY? UBC EDITION (year): final review I IT: -;. ) - ►. Yes 0 No 1C199- �� BUILDING �� f OFFICIAL INIT: REVIEW COMPLETED AMOUNT CONTACTED - ww II v OWING: i'� C I t E' vl Cwt }�- -e h 1€ DATE NOTIFIED 1' IO , CIS BY: +� i- (init.) �`�.t 2nd NOTIFICATION BY: (init.) 41, �7 3RD NOTIFICATION BY: 5 I (j 50 01/1)8/93 BUILDIN3 PERMIT APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 --. (206) 431 -3670 DESCRIPTION , AMOUNT RCPT # : DATE BUILDING PERMIT FEE 7a: _ PLAN CHECK I PLAN CHECK FEE 1 NUMBER q 5-017 1 7 BUILDING SURCHARGE • • 7 A "PPLICATION MUST ` OTHER 3 €� IL OUT OMPL ETEL . Y TOTAL qya SITE ADDRESS SUITE 't VALUE OF CONSTRUCTION - $ 1a13/ c. m 1 vt' t,n 1 Nil M ca, PROJECT NAME/TENANT ASSESSOR ACCOUNT# 0.1). (tur pbe I (1 l Nun 1345490- DDi - 0g TYPE OF 0 New Building Li Addition lJ Tenant Improvement (commercial) Li Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel reside I 0 Other: DESCRIBE WORK TO BE DONE: {� i HI3 bNtNO 444 �� f "'6 r 1NI -IF,-7 Rope L.Ij' BUILDING USE (office, warehouse, etc.) U- 11 UJ U e h r1/1 .,SL NATURE OF BUSINESS: � t 4-1/ , � �1 � - - fr 1 , 0 J r WILL THERE BE A CHANGE IN USE? No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: ;A g up Tenant Space: 7, �1 Area of Construction: i 40 n WILERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? [[��JJ No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: S•rinklers ❑ Automatic Fire Alarm S stem PROPERTY OWNER p_ (Li i t . j CL 4 PHONE 43:). g 3c ADDRESS / A 303 Z • j ax Gi •tv62 Sou. M l / ZIPq , J L.0 C CONTRACTOR 1 5 - «�� aTL PHONE 775,E CJ ADDRESS ft, # $ / / . f ./ . / l � ZIP ei WA. ST. CONTRACTOR'S LICENSE # sc .. • +1� L EXP. DATE ARCHITECT I.) t;L.V j ( L Ii h LP , rch,t, f. c I r PHONE 43_3_ sg -7 ADDRESS 041 8 %In �� h fu YU�L �' � Ct ZIP G9 g i LP k HEREBY •CERTIFY THAT:I .HAVE READ 'AND :EXAMINED,.THIS: APPLICATION AND KNOW:THE SAME<TO. : 'TRUE AND CORRECT, AN . ORIZED`!TO APPLY: FOR THIS PERMIT I BUILDING OWNER SIGNATURE `,1O,�� DATE OR PRINT NAME 4� �� ' 7 AUTHORIZED I) (t. I r_ I ' 1 L PHON _3 M� ? AGENT ADDRESS � t s k ..Erg +61,- qt r ht._n /1. -�, . CITY/ZIP� CL p�gl CONTACT PERSON b h PHONE 43. W el g -7 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 sikacivounity Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED crry OF TCrcvvrrp DATE APPLICATION EXPIRES G-I-q,.S JUN 0 1 1995 ��- 'q.5 1012283 PERMIT CENTER 1(1, EC - ..T . Ib SUB L CH COMME ..._ . ... . . . ..„,„.,,......„...:..:.... ...........,...............„... . .:.„,„:::::.„,......:.........„:„......... .... ' ...„:-.....„.....,..:„....,.....,..„„,....:...,..........,..,..:............ .. ''' , '''' , ' - '' •.,..: ' , ' •:,:,•":".;"...:-::••:::..-,..11pnO EMENTO '''.''.''''.'.;...;'":.".'"......."'"'...::::::''.::;?..''':.l.':::::::::'::.!.:":::::::::::::::::::',:.....":•.::::i ..........'... '' - '' - ' '..:'..1 •••-'.'..." . "'' .TENANT !.....:7.7..-Y:....„:::•-....:.:::..:::::::.::::::::.':::"::::::...:::":::.'...'..,"i,iq664,.ee...,...,....,I.gi..,...i -...• " COMMERCIAL .... •• .... ... . . 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'F Assessor Narrative AccOOrl.,:....,.t Nt ' ...., ........,.„..:::::,.:..:•,..,,,,,............:.:.:........., rlibti....::::.i:,,,ii::::::::::::'..i:::',".."'F:i..":"'.....";":'•i'"":"..".:t;'':::::::::::::'"' • . • •• ... ... _ ..... . • .. reof.,.materia.„...a.:, .:ii.,.::::,,,„"::,...•i„.;]ii.,•,;:ii,.*..:ii.i.:::::::..........:-%.i.:::::.......•:::: . . • "".".":".. ''' ....... •••s. cribn'j'""In9:::•"..:'::•.....":.'.:;i":":::.'''':...:::::::.:'.;:.i....;•':::"::.'"'":::'::!,...:..:...:::,:::::::...:•..........:..........:::...„....,.,,,.;,.,..,...:..., . • ..." •• .''''' .': "‘.... , • :.. .- ........,...,....,:, •....C • :rn'.. ale, .11...a.„.1.,,,..7..!p:,....:1.:,.!cr,:.1■:.),..:,1.,:.,.................;.::,::.:.: ..:.,.........•.....-..h...0..oc.,...a...,......1.,..i.:.f..n.....:...,...,....0.....::::,....i:?..:;,.....i0:,...„4.„.:ri,,,,;,...:.....:::::::„.;,.ii RACK ........... ........!...........,..:.:.„ ' ..::.,....:.•,...,....„...:................ I Completed building . • ' .. s: . • .. permit application • •••••-•..............:::::::•‘;'''''''''''''''' " th. !.:i.i)....e..!..m.....ifi:.t.7...:1().::."..71":"...:..".:.....t7...'ri ''''''' ' r : • • •': ' ''''.'"'"";:''' ' :."'"•'.''........- :. '' '' . • . ...,...........•••••,,...•:::::::.:..; '' ...::::::::::::;.; '''''' ''''''''''' '' :I ... . ... : . : • , ...............:........ ........... ..: ,....... ,, .. LLITEi DISHES ANT ...... '. ..of.plans . ... . .,:......,....; ,.... ... [ I. Building floor plan showing I 1 Completed bijildirig permit application ...... ‘ ... ...,.,‘., .,.. ‘ ... . • . Entire .space whore rack .... will calculation ... . . . . ,...... .• . . . I: 7. Assess se es oor:iit■c ci)fepulnatnsN.J;.yialbic;r.;...i....,:::::,:. ........................................................................................................................................................................................................... " - • • •. : .-• Exit doors ........ ..„.. :. ..••. Diiionsions of al ... .: •••• • • • •••• . . • '.''.•:.•.: :,..T.wo.(?). loca ....... oi:'entenaaisatelata flool".plaashOO.og :,l*aa,.t778°1e...e:'.,...:..1...1...!7......".,...!...7,.!4''.''....:'•'...i 1 .. .. ‘ , building and locatt; ....,..............,..-.........:::::::::...:;::,,i,..„,.....:::.::,.......,... BitaJ.Plafi:'(aherr.:.•::.......:',..,..'::,:''',''....::::.":.: ...."•-•":".:iteObiiiiii.:.:::"....::'..;':::.::...';:::::•:,::::::',".:::::;:il.::.::',:!.. T space ...tii''.Width' and...117.01.1.1.....:...1!(3,.,...:,::':: ...::....:E:.:.!?,...7,..::...!!.:..an.:::"7n..:7ai•.:::"7`e:...:.11i`..°.%i':4d..:'n.,:db:ini...4°.•:,,,,,,i?71d;')n'9',..6,..„:1,.:„.•.,:.,:.:.a)7..■!:,..pp;:.......,......,..i.i,,..,...,::.....,,,........„:;::::.:..,..1 ..: :..s tric..,.tu.. r111: .r s ed . .............:•,.......•.•.........., :.: ::,..... :. ... : - . .... . :. .. .•....... ;........ .. ..... ....,.. NOITE Inc lude dimensions of racks' .l. q .. .:::• ...: . . ....".......... .::. . ... '.... . . . . - .. .._ - : - on plan.- •."..'.:,...- . - --- , , - ' ,.... • • • • ' • ••• State licensed --. • • and .oxit Structural calculations stamped blf '........... ‘ ......i ... . ... e6Citeeler.:..!.1!3 Y ... : !.? 71:•::::::::.':i'i.:1"".]:';:.:' , :ii.:':ii.....i:...:..::::...:...... ...... . „ .. : .„ ...engineer (rack sic) i ),.....„...... ,... , . ,, •:....,.„,..„.....;.........,......•,.•::........ - ' • ":"'"..'"'..:::•': • ••• .... • ...,...:. . . ..... ..:..:.:. ...,....:..:.., :•...•: RESIDENTIAL , : • • SIDENTIAL:Ftqmo .., ..........,..,...... , NEWSINGLE-FAMILYDWELLINGS < . . . • ..'........'-''.."'"".:: . • . i..:.:"...:"..........,,......,..." I . ... com p l(3t . ci ..: . i s iiding . t .. etait . .,:a ... ppfiCT . .. i .. ..c:0 , , : ,..,..... :. . ,. . ,. ..( , . ; . O ., . ; , ,,:: • : ...,:... ). :1 . .. ,.. ...[ . .. f ,: .... : °;7 ,.... ... , e .;:.:. :r .. .. :....:: : 11e .:::,.. ir . :,:::,.: .. , ,.. ,:.....: • ..i .' ,....i. 9 i,...i,, .. , ° ::.,.. ) ,...;: : : .".. i... ......... ; : ,: ::: : : ....i . , ..; ‘... ...; , ' ,.. : Comp leted building permit aPPliaafiert..(°P..:0•foT.,.1771......".....•!i:.......'"., :.'';''::1' 'ri - ....,.. ,.'s8 s 9.-‘.1..„.4.:'.;;....4!3.':::t'liiily•.fi....:,':i!;ii!!.1;•..;.:::::::::•:..i:.:':.:::::...::::!,:i.:.::::.:.:.:::::.:,..:::,,,..::::....-....:..,..:::..:::.::........i,.,„,:„:„.",...:::....:,.,3:::::::::,., hich'ircludei (2 sets working drawings which ri..comp.--- ::. •:.,... • .:)..:..,..:.:,::::,...:,..i.::,•,•:::: . :•:•:.!...:.:....-,....:,...,:::.::::.,::.:„:.....:::;:.:::::::,,,,,.::::::::::::: . (?et of Worki ,.s.:..,:,-..,::.::::: .. ......... . '....:...:::'::::,:,:::..:::::..:.:.::::::::::::::::::;.:::!:.::::::::::•::::::::::',:::::::;:::::::,.:1::::::::::::::,::::::'• L _i . Account ;°.u.:F:r.:■C...t. 4.611;:9.:':.:.1.:......;:.':',::1';'6',,...:ii.::::„?.6:•ci..;0::...0..8.1::r::;',...)?..1d::.1,.r..:::'...n.....':,t.,;'...11:,=:...;'.....:•1: 17..ri:..':....'E.1.:...::...::.:'..:...!:'':''..'.:!. 1 l i c.,0 6 1' ; Ir pl an ...F P. Ian s n • - Two sets .(2)Of....■4ot*t4"6.....Tr'Pg':..........,.:;...............,-.:......„„ , .. .. ..;,Bullding . -....:. .. ••••:,...4.4..iii6-6.:......:,,,,,i.i........:;4.i.::::.,!:0.;ii:.:;i::i.....i::.:;:.,.....;,......,::::::::iii...,iii.i,:::..gii.,,,i.m..,::::::::..,........:::..i........:::::i"..:::::..i.:......,::;:..;-:.:.i:;, r• - p lan :.: .1' • ... •••• • '...•9!.re.P dehitCCess: to buliqq.gi::P,YL71.:;1;;:::;::::::: :::-.:....:i::!:',:::'..- ...:.....::.:■001151419PF9::..iiiiiwi:i'l!,...,:::::::,g;::::::;:,,.i.,::::',::::::!...,..?:i...:.:.f.::::::::;.:..........:;:,.......,„],:.:., . . '.... . ' • Foiteunpdatiar 1? plan 1. ;::.. ! ...::::::::: ; width had tort ttlh ,......?!?.?"."....!: .: : , ;: i: :,...g.:..; i,..,::::::;:,:".',.:::....ii..,40:,;',$!1 Structural ital fram ,.. ...........„ .........• , .. , .. f plan ..l..,.:,./...a...i....i.s....(a.lfyfy!,:.::::..:...........:::::.;?.....:...,::.........:,,,,.":...:.,',,....‘-:,..............,:,.......,...:..i...„..,..„...:.,......: b e r,/ibieividE.otillty.pgi(711/::...Pe!!r...:,.........;:.. ....::..............,......:,.......::: 4 Roo . , . • .."....:"....:.... i..: . :::: If work I ' 4i:::Pi`!7!7........:::y.,:;.,,,::::::::::::::::::::::::::::::',...i...::::::::::::::::.:::::::::::::,.....::;::::.:;:.?:::::::':::mi....::i.::::::::.,:.:..... .,.:,,,,..::,.....,..:..,...814ilding.,pirforals1is.neg pla 4 9,...........,!.:::.,...::.:,i....,,:....;.,,,.......::...:......„.„i.,.,.::.....:.........i.,...:.:..,..:::>:.::.....:.:;::::;.:.,:,....::,...!,:,....• . :.. 11 . 9. 9..18.0.1•7..F..s.....s.'.7.....1.,.Y...,,,...4:::,:;:::;::,..:..;...........;::1:..;.....,..:i::::',•,:::::::;.....;:........•'.:::;......::•'..i!;•"...;!:;:fil.i.,.......,.......!.....;t1o"...:.,i..;:n::.:......i.......:::•••:.niiii.....6..;,;:....:(ii:.:•:;•',...:::..;h;:49•':...:...,:i;;.!::.;• Six . • . . . ".""" - Code ..4b."'ildiiig 0.601(0ePI'9:..::::::..:..;":::::::4:"."..;:;:::::::::ii.:":;::'":":".:-:":"':::::.;.":•..;.::."....::....l.fi"1:::::"::::"Ii::::"..:'i.i.."'''.....•:".: ".11ingion•State:IEaergy..--.:::........!.q.:::...,;...,:.,i.,.i:::.......,:j.:?.:;,.:::,...... ...,:: E. 00(6010.,9..,:......:.....:...........:...,,„:::::,:,,:,:::,....::::....:::•„:,..::::::.!::mi.g:I...,:...„..:::::;:::„.,,,,,,:::!,..;,..:::::::::::::::::.::::..!;,:::,:...,..,...::::,:.....:::::::::::::,:g.,....,:.,..„,„.;:i . 0( i 1i . :: . ...:.......,:.......:.....,].....;.....:'....: . .., . ,..s. . ..:•.......;......,.‘ .. ... .......... ........_ .....A‘.:......,...,..,.?i,.Ac.,. c.41.i1,.,.N..t,1r?:,r.,.. r . „ ... . being ieniaved,:"aact:::::::i".::::::',... root, material ,,,•1-1','*aii:rrteant.iaj.bltrioc.rlinb!11;,99Ij,9:qx:4 B :( (6) ..„ . .• . .. „ .. • . ''.... 6 sotaPf site e!eil.:.!!......`.....T9....;e`'....pi.,...11.:...ait:.•ih7.•.....:.n.i!;;',.....c:.. plan and utility 4t1/6.1. s s ubmitt a l ; : b ; ...111e . S .... : '' .... re .. :.... .' ....::; ii i.:1. ....:,;.:0::.....,i:,:rti‘..,..)i6rj, .Iot;p....i..-.:1:::•r,,,....ifr....,:;.1lfii.:7;.::.7...,,:,,......!:(,,,..7c...:.......lrc:!)...:1!..,...,..,..:. ‘:,.:., :: li ,. • ...,..• .?... a • - N - OTE: . Building site a and ci p !i .. -- , :.:..f . ......... , ::::.:.::... , ::.:'. .... ci . u k.,,, i it iMique::: utilitkperm 1'1?.,:: Additional topographical and sCIils q ... . ,o of thopermit .:1-.' . ':• !:.:1::•:. . 1:,..,......,:......,.......,......... ... ,. . silo conditions. • -...:. .::...., . , .:.. ....:, ... ... . . . , , .. e ' & ',44;Vitil',04.4, ilc: •;;N:iii V:V.0:1 . • 0 , ,, : .-::'- 1, . . . . . : . ;... ,.., ' . . . . . A-4*****A * k•kie•Pr•A icA ******A Is** , Ik• * *11 it• • ****A ******A.A.41—A•k*A **A** A GENERA 572.00 CITY OF TUKWILAt WA GDtRA 4.50 rRANSMIT . ImAL 14•4****.k•A•k*A****41%***********A********',..k cit. A **A ****************A 576.50 TRANSMIT Number:.- 94002600 Amount: . 57,6.50 07/1.2/95 10:03 CHECK 576.50 0.00 Paymen't Method: 'CHECK Notation: H.D. CAMPBELL CO Irt1,4O CHANGE 4253A000 16:00 . .. u..1..J.,, . Permit Na: B95-0174 Type: 8 -BUILD BUILDING PERMIT . . . •ParCel Na •: 7q4560 -0015 , - Site 'Addre'ssi 12301 EASTMARG1NAL WY S . Total. Fees: . 940.30 .. . . . This Pynit : . 576.50 Total ALL Pints: 948.30 Balance: .00 '•hleA*** AcoountCode. Description • Amount . . . 000/322.100, BUILDING - NONRES . 572.00 . . 000/306.904' - STATE BUILDING SURCHARGE . • 4.50:. ..' . . . . . . . ' r!• . . . . . . , . . , . . . . . . • . . . . . . , , • - . .. . . . . . , . , . , . . .. . .- . . • . ,.. .• .. . . . .,...,',- • . . . . . , . .. . . . , . . . . ' .• , . . , . , .. . - . , • - . - .. . • .. ., . . . . . . . .. . . ; . ..•-., . , . , . ' • „. . • .„ .., . . . . . , . „ . • • . , . . . . . . . . 1 . ; .: - : ,,. . ' [ .. .. - ... - ..Y.. 4 : ,, . :' ,i.. , ... '. !. ' „ ---" , - : ' : - • ; .... :. , •, •:.• • •;„ - : - . `, .•. ' ,..!. 5 ,.1.• ,. :,-,- .....1 • f',...... ,. . , ..%i , ...','..■ .... ::; ,, ,,..: 1 :.: * :...'1.;:‘, - .. - !.,,:,, , .... , ,..1!. . , 1 St l'O:f 't.t''....$: . , ^ ., , f , . .,,. ...... . ' ''''' ,,,,' . ; ' ...:! 1 . ' * . . , .7' ... ., „ ,, , , , ; ;.,. 777 . ."" ',777"7 , ,,,, .. .: .,- . . - -, • , ,, . •,. 1 : '''' ',.,, . , tp . . ' . . ., , . . . . , . .. il . , .• . . . • . . GENERA 371.80 ******.A.***A**AlcA****4.114: . TOTAL DITY OF•TUI(WILA,, tif) *, q " TRAN8M3:T CHECit 311.80. 1 371.80 i ac..+****4,1/44.***********Ick• • **A****(; ** k* CHANGE 0.00 ' fRANSMIT ,Numberg 94()02381 •Aniattnt: '. 3 7. 1 .8 0 0 6/0 1/ 9,16,1A,45 :. • 3168A000 .' 16:36 . 1 Payment Met,hocig CHECK 'Notationg DAVID I(E.11LE ''''' Irrrtg • :! . , Prmit141ov B9570174 Type: B -BUILD BUILDING PERMIT : ,:, ''..- • , Titrcel N0:,7345G0..0015 . . K4.*14.4,k:'• Total Fe0s: 948.30 . , :'q.' .., This Pciymeht • ' 37i..80 Total. ALL Portz: 371.80 ,,'•.: . . . . . , -• netlamce: . 5/6.,`40 • • , . .. „ .. . . . ..., •„.,, 4. iti 4 A — ic ; Irleir*******A**itiv***A****it********.***********11:**** . r44v4■411.11*14*** Account : Code :-. Deser i pti on ... Amount 000/3 • - PLAN CHECK '.-- moNnEp: . 371...80 • . . • . . . . . , . . . . . . . . . . . . • , . . . • . . . . . • • • • .. . • . , . . , , . . . . . , . . . . . . , . . . . . . . , . . , . . . . . . • . • . , , . • . .. • .. • . . . .; : ' : ..," .'.::,, , . •: ..... ,,,'.: ,.: .., ;:i '', , .::;::i ,'.' ,...,:,, ', ,.; ::, ,, :.,...,,..' 2 ..: '.. ': . '1'4 '; :::.! :, .... .:::', :::: .,,,.,. , ..,, ''.: :'.. '. :,,`: ..:;;. ti , ::::,,:,:.;, ... ;'.':,: .., .:,.; ,...!;,.::.. .: ., :i, ..: ',.' ,.,:',...": :':.;:,..,,',':,:;',,.::,:,: ..: ., ', ,,.,,‘ :, :!::. i P ftii.1:.;;;?t.. l'',''&iei,ILftYi :1 i;i'..! , i0;',, / • °ra.:r ��n, ^. �tre..Fuav�•.w- a- a..s,.r.,.., C INSPECTION RECORD Retain a copy with permit Hffilt/ ; CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I -- (206) 431 -3670 ro : 14 C/\M 1 L L— YPe o ns pe I N Addr l : Q ( . 1vtA�R�1 NA _ Date called: Spell Instructions: . W Date Wanted 4 asq"ester. t SCI Phone Na: .I1 oved per a Ilea es. 8— Corrections-re 're prior to a aPPr pe PP�'cod �� d o P approval. COMMENTS: / 2 / )7e r ., i . . rf -� 0 630°00 REINSPECTION F REQUIRED. Prior to reinspection, fee must be paid at f ' ; 6300 Southcenter. Blvd., Suite 100. Call to schedule reinspectlon. k °� .., 4 :M w. .:''�� ;,i ", ,v. - ?N, , �r Yr,: n i �,t, '� �22�;' w� r„« • ...... ........... :.+a•:. ter...r c5a zzu:m-mttitd.4Y'::"1•�.r�nti: .: INSPECTION PECTION RECORD Z9'5 Retain a copy with permit � . PERMIT Mai - CITY OF TUKWILA BUILDING DIVISION / 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: 44e--,11 Type of Inspection: Address: b rl Date Called: Sp al nstruct ons: Date Wanted: /C9 , S it j p.m. r - 30 Requester: /Fus3.0,7 r f Phone No.: 670 2.01? 7 ❑ Approved per applicable codes. .Corrections required prior to approval. COMMENTS: j C tr t l� 09 e(di 2,/.(4 2-) .27/ete-fro O /e‘‘ fi • • Inspector: Dais: ❑ $30.00 REINSPECTION EE REQUIRED. Prior to reinspection, fee must be paid at t , 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. r.. •.,.a,,, .,.� s4fU:h',v'�:i,•;;..C4C:M.;t: c � r _ �. - • \ - ' 0 NM INSPECTION''RECORD 9mil .. Retain a copy with permit 1 • e 1 1 • ' - ' it- V, , CITY OF TUKWILA BUILDING DIVISION %. ., 6300 Southcenter Blvd., #100, Tukwila, WA 98188 tVI (206) 431-3670 'roe.: ( . — ype o nspection: . .. 1 vi OL , Address: ( e --1 01 (. j,,, to Called: Special Instructions: llate Wanted: 9 f s /9 ., , 5 am. CO , Requester: jil Phc'ne - 0 -. 2 01 aQ4Z g Approved per applicable codes. El Corrections required prior to c.pproval. COMMENTS: I OC G 670 C./ , , 1 ,. 7 ... Te 7 4-o/ , - /,', , ei.-- 7_, 5, -,/40 . -, ...r.... .. _ •••• AL ISt t : ' ' 1 V '41 . . : , I • 1 ( s ' ' ■ .. { k...... spe Inctor : Dale: ..... I - / "..../...#4.4..... A . , El $aw REINSPECTION F E REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectIon. HeceINo .: Dat - , ......,... rs,.....:...::.: x: s: rawsu= atwa t...;.,.... ysL ts.»,:, uu.U. a ...af ;a^•..UC:L.tcr.1 Yrt.Y:d.: ". ;: ;,,. ?i.C.1.. :.teen. =tL".' 4 7.-..='; :e.i.%,n »17=tSu`ii N.:'i'..:.:. 0. INSPECTION RECORD ?'S Retain a copy with permit 0/79 MIT No INSPECTION NO. PER CITY OF TUKWILA BUILDING DIVISION n. 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 f, 'roect: i ypeo ns. •ion ) :/ / .�, Address: -7 Date Called: L/ Special Instruct3 ns: ( Date Wanted: Requester: . Phone No,: t Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: ' { A Inspector: Date: 4 , ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, must be paid at , y 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection, M1 Date: 1 } ,. : , M "#a4'�v �n�RR4� � ....�'.l...J�ehu�.Lid. it`{i..�:,.t' ..a.r: �. _ i.-11.. _...'1,:..n.wu.f;: ll, {' {1yt4{:.i Y.{�.y. .... .x .. L "r. _.i,. ..... •,..• . r... �... ...t t �, ' � ,. i ...»...... <.. ..,......f... c.....t..f..a,y,.. <e::hvin...w...+�.- ...... .y......w....+.. . w+.» a: a_ s. a .r..c...ew- wii.rW,......w...... <:N.v.r ,.i. a,... �a wu,.... ........a.. »..........- ... -...� . 0 INSPECTION RECORD 0 s Retain a copy with permit / 01 r 7 Y 1 ' V CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 • ro ect: nn `. CQ 11^ tU ' i _ ype o ns.... n; L" f i 11 C tom1/1 Address:' - J vV I G(r s. Date Called: E3 Sp: ► nstruct ons: ^t�� — ! 3 5 Date "anted: o ' phone.- m� i I 1 c (5 am. p.m. Requester: ela Phone .: 0 0 Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: J nspecto Date: • r� rya O $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee`must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ' l I. _.._ ..tV.:• l�f. Al t&ittU64 3�i rt4iLi heiktfuf 4 ' 4LIti&i:∎*. a... A:4Av.....' . . ..44,4 t . .,h i r .�._.....,._„ ... �.. � ,,,,,,, .,.u.�.<.�,.,....:,....w.,... �- .......,�.• ,, Awe. �s:. �::}.. �.. mH�M.,,...., �, ��...,..........�,,.,,_.,�A „<L� ..�..b,�..�a�...,,.Y.... • sic) INSPECTION RECORD Vl X95 ” ;�► Retain a copy with permit 0179 ( 1 �� PERINI NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 s R"' (206) 431 -3670 r kJ E� be l 1 Type of Inspect Address: I a j r rG ; r� Die : • ,R.3 6 /S Special Instructions: , ^r �.., TT � ; V r� +0 v• 1qc am. 'wester. tauss e s ) ( r phoneNo.: ) . Approved per applicable codes. ❑_ Corredtions wired prior to approval. COM ENTS: r�.a/,�t� / L?fi °,a a �r! �• • Inspector , Date: ❑ $30.00 REINSPECTION FEE REQUIRED. Prior to reinspectiop, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: 1. . .4kce.. , 44..ugia,frhLrsufi{► : i ?.. .a. t" A:rvgdstx? ;,, 0 IIaSPECTION RECO Retain a copy with perr►li O/? ;.- • - . try. • 411- .- CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 'Pro . ec -„ ( y peo ns n: 0 !-1 Address: r l'1301 Date Called: /VilWG,i Speeiat instructions: Date Wanted: ` ' 2 'L' � C 1 am. Requester. ss4? Ph iiif M ;(0 - to / -a3( K Approved per applicable codes. O Corrections required prior to approval.) COMMENTS: 9 ` "7 vs nspector: 1:: rANASSIMI $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1e0e w at• � . 4.'1/44 •;x.:' . ' _........... +...............aa.i_a�_u: ii' .�:....o':........+.cw:.G.��.r ::.�1 i_., ...n......._..�.�f.';:.. _::.._........� ,. _.- ........a ._.—.- '.Ir . CY ' . INSPECTION RECORD r 5 . .,,► Retain a copy with permit F, ^. . 1 Is. ..�. t.... � , . CITY OF TUKWILA BUILDING DIVISION A" 25 / 3 4 6300 Southcentec Blvd., #100, Tukwila, WA 98188 V' (206) 431 -3670 1 •r. :.: j "7(4 ype . ::. n Spedal4nstructions: /� �'9 Date Waned: a I p �'/ 1 G'�(�� � � 4 / � O �m�.m. Re X61 Phone -c< 3 /3 -9 . .1 Approved per applicable codes. 0 Corrections required p to approval. COMMENTS: // .,/ ,A- /7 .1 ---1-4 p ..., A,,...<__ ei tvc_. / 1-- ././....af 1--s-, re 7 .,...., 2 -4...9 a / , . 1-- is 0 $30.00 REINSPECT! FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. ;:, i I Hec6% IAO.: – — ,:,; :- '• Y` , ,ryf`.r ?�;:.' - '., ;."" K .1I't��..� a+,. ' 4 ,�icii4ideintier�csiiii. a te. a._' titrS''.. �fi3ittaS �'�i • • 0 INSPECTION RECORD 11 ! Retain a copy with perm! CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 V, (206) 431 -3670 F s 'ro ect: • YPe o +, :v 1, (n P ress:r� ` r a i , e . (( i Al Special Instruct ons: Date "anted: -c. -• 1Z ' am. p.m. r Requester: — SC Phone No.: / W O ,aoo Approved per applicable codes. ❑ Corrections required prior to appr al. COMMENTS: d43 cc L.! L r ,1 A el/ r. . ns or: :, : „ . , ❑ $30.00 REINSPECTIO / EE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. 1 ReceINo ( Dale: r�ct ate ! �ch ';Sa'i� ie ttarM s14iiF'F . * xnP.'rtn ;erfi -t r sum2wn ra. .4_ r..,._ .. w ..n _<.,r__... J t . �.,. u_. x........,_. i._ .- ......e!..u,:h.:....•.UZ:a.e w. w.. �., u., aw� .rw..ir.�.Xm.+= .x:..S:xk's:- .. r.. rs5tt' LC42! s'.:% Y?. 4`.:. e1.: 7::' 9i:. Y.` is`. ".ti2".iL:l:t�rt:�S'.F"C:tX �:...A .. ... INSPECTION RECORD �-- 0-74 Retain a copy with permit CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \\ (206) 431 -3670 =. . :..: ..ress: X ll L� rti Special Instructions: Date anted: g P.m. I 0 e (SD (2D V-4 Requester: Phone No.: (Dip e?.co.-7 DV i►': Approved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: 1 - 5 - 7 ' k er ie),01„e7 - 4 be'-x, srC f sl/! a- ��teD ' Inspector: Date ? ,fir — r r • ❑ x.177 EINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Recept No.: Date: . • • '' INSPECTION RECORD ISS ov Retain a copy with permit 11' . re I 1 II. . VI. • CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 •ro k ypeo ns.: •n: • - N4 e 4.715--- 6 Date Called: Address: 1 kra, cm f r - Special Instructions: Date Wanted: N ) 0 -1 arii,c;)n Requester Phone No.: 11,Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ZA F 0 1-1 • • nspector: 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. • INSPECTION RECORD bcs , { Retain a copy with permit 1 r � CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ed: 1 +. p . CAN- AP130 —k — Yf�e o ns n: vn rl *r Address: Date Called: • 121 • VA W , Special Instructions: ' Date Wanted: jet am. Requester: Q_ Phone No.: " S Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: ? , nspector: Date: 3. 3 � f+ 0 $30.00 REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at ti 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection: Recept No.: l Date: ' f l f . ' • . �'. .._.,.. �. �?% �_ 1, s,.... �•.. �dJ. v?.. �, t: i' al"':$ etir•°. i.: i; "s.k��k'L•:�,_?�...�1,_44ri� .. _ .. .. .. • INSPECTION RECORD 9 fscis-- cik LI Retain a copy with permit • . CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 \ 1 (206) 431-3670 Project: H \ Type orbs. : CO Y1 C Address: \ 301 1 NeCalled: 6/ Li / ■)1( t • Special Instructions: Date Wanted: /„.„, /, 10. 0 ° r -2CA-- \ Om Requester: /-) pee l'\5) I 8 I ct r Phone cC)7 , g Approved per applicable codes. a Corrections required prior to approval. COMMENTS: 5jktii1L / AlSeq•Dro 6; 11 LIC l J' c) t.1 S , 1 s • • • > • Inspecior: .Date: I paoo REINSPECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 109. Call to schedule reinspection. ReceOlNo.: [ate: , „ • . 4.1 triCtit. haPtie fJe7 Of .102,1..,*_.:` OTTO RO ENAU & A SOC'ATES INC. CONSTRUCTION INSPECTION & TESTING to4N ; 6747 M. L. King Way South • Seattle, WA 98118 AA .V, v „Jo VIS (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 EXAMIN,q 24 October 1995 City of Tukwila Building Division 6200 Southcenter Blvd. Tukwila, Washington 98188 Project: H.D. Campbell T.I. 12301 E. Marginal Way S. Permit Number: /B95- 0174 Ladies /Gentlemen: We herewith certify that we have completed the following types of inspection and testing on this project. To the best of our knowledge, all work inspected is according to approved plans and specifications. 1. Reinforced concrete* 2. Anchor bolts 3. Structural steel erection 4. Kwik bolts /seismic straps Copies of all reports have been submitted to your office. *Included inspection of resteel and epoxied dowels, not specified on plans. • Sincerely, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau-Moser fax c: Anderson- Richardson RECEIVED OCT 2 61995 COMMUNITY DEVELOPMENT _, , o '\ 2 ' City of Tukwila John W. Rants, Mayor .z• % Fire Department Thomas P. Keefe, Fine Chief •• . •• M 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. , �, - 7 / Project Name 1 A � D15E4L Cc.3' Address e ;tC 1A-17 Suite # Retain current inspection schedule Needs shift inspection - . ..r . .... .. ✓ •. d •. N. ..n.oc t .eN.. M•5 ... man. • . .. . .. us .... ,,- +t y .✓ . ..• .. •.. . . .. : �.. , .... •ly ... I. Approved without correction notice Approved with correction notice issued P Sprinklers: �'it- ,f-, ',;;c >�,1c Fire Alarm: Hood & Duct: Halon: i,/ Monitor: Pre -Fire: ~/— Permits: C / Authorized Signature D 7 ` FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station; 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) 575.4439 . ......■-■...... ......*,...,.....,......■................, ......... .*... *.....••■••......., ......■.......■■■■ .■■■•■•■■■• •■■....**,............. ,,............, ...■■-y ■..,......., a A.... ...b...." ..........4...................* . % . . . ,.. .. . .I t . CITY OF TUKWILA Address: 12301 EAST MARGINAL WY S Permit No: B95-0174 Suite: Tenant: H. D. CAMPBELL COMPANY Status: ISSUED Type: BUILD . Applied: 06/01/1995 Parcel #: 734560-0015 issued:..07/12/1995 k***************************k******Wk**Ak******4/***444,**41440■4—W44*A*b*-*4 Permit Conditions: 1. No changes will be made,.toOlf050aftfiiriTess approved by the . Architect or Engineer447 2. Plumbing permits optapied 4 t 1 prough - ile0eattle-King ,, County DepartmplitOf l 'Pub 10.44e W14,1 be in pi.- mu,o. spected by,„‘O .a q eir)C7 O .,, N C1 ti„!0,,j,,,nti a,1 1: g4 /pi ipin,AVI,,‘.,,, i ( 2 9 6 - 4 7 2 2 ) . 't t. ' .0 ' y 4, 4' ,f Al 3 Electrio li ' m . 't ' 1 11 ‘. . iq i t,ktswp be.. tb iieW6ouglOtlielWashlitkon State Die„.: ory A r LAboatid indystries eXtt. e ,11 iMekiiark ./ work 14 t;rabe iitn c: 146 t ed* by t tva‘ \tiVelic v ( 2 4-3u) . r c - 4 r -,, - 4. All me?' einical WOrkvshall Ap. UndePaeparate peN4'"Asie6ed*K the C P of T IA k id i 14 , 1 i 1 0 4- Vit. 4k. 5. All Ofillits, instiectioneco4s, and approved plan sliej+ LeW ,,,. '` I) h avaraplexithr Job i4e pribl*- N tbe start of anyvcdn wi . ; ,,,, str ..itficli. iThese docuiiients,0 to he maintained and',aTa41- ki'll able'dl'antil inspeOt.ton oal 6. AllIkig b'e.silal inSpected (opc.14' ii , r 1 Set. ,::--- ., 1 ‘ i ''' ' , S• 7. Altruct(iral Weiding':Shallfbe dpe',6y_W:A.:B.O. certltied welders and special inSpeOe(OUBC7Sec: a. WhentspeOal Inspection p is r',:eilairedeitherAhe owner k --.,, - . ., -. - arclO:tect O'r engineerljall'notlfYthe_j(i.kwjja Buildtnge Div is OfapO of the int0e4ion_agencies pridt theOrstbUlldlng inspection. Soiqes:-.0,all Special ,„,„:2: ieif Inspect Ion 'reports shall be submi?tted/toHheB(Oldtrig, Divi-.i6b infhAtimelv manner. Reports shal , cOntlin address/4w :,.. . . . ' , ‘ ' projeot/ permit number and type o inspection being perforN4 , 9. The speC01 Inspector shall subMit a final signe(VreportA„ stating inether tle wor special . inspetrnin tords.11 to the bestOf . the'qlnspecto0s4mowledge in confOrManO„0 with approved plans and specifications and the applip*Ale • workmanship provisions of the JJEtcc) 10: Any new ceilingOad,and lighe required to meet lateral bracing reOUT'rements,ifOSeismic Zone '3. ,,...,,--....,„_, 11. Partition walls attached'ttideTql14.AttT!'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 shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 15. All construction to be dope in conformance with approved plans and. requirements Of the Uniform Building Code (1991 Edition) as amended, Uniform Mechanical Code (1991 Edition), and Washington State Energy Code (1994 Edition). 16. Notify the City of Tukwila Building Division prior to placinq any concrete. This:brocedure is in addition to any . . .,...,.. «...._ a ..«��N --r--- _'---• -.—.. .._....r--- -'—�--...-- ..�,.. --° .. •- ........- .r.+...r...�+r -r-- ", .t., . requirements a l inspection. . .;'` 17. Va 11 di ty. of Fermi ) The issuance of a permi. r approval of plans, specificat stns, and computations shat of be con - strued to be a permit for, or an approval ot, any violation of any of the provisions of the building code or of any other 'ordinance of the jurisdiction. No permit presuming to . give authority to violate or cancel the provisions of this code shall be valid. 18. All rack storage .requires a separate permit through the City of. Tukwi la. Structural calculations stamped by a Washington • State licensed. Structural Engineer are required for rack . •• storage over •eight (8)' feet in height. . . 19. There sha l`l be no :occupancy o f ...the,..bu „ll d i ng (s) unti 1 the ' final inspection 1 has beef camp1 :e<tF `ed�b.,,,, Tukwi 1a Bu 1ding Inspector . , Y r�",1., • <, ...;n t ti .,"V..;p � 2Q. 'Wheel chair ift " -s s n` integr ?eli part, of the r� qu1°r access=- ible r out of t► "1 that -^ r,eq'uirp•c11,for° the ¢ , k propo e,d' office • • use. Cones e que s t f y, ., itra`1 i 4a inoty b ,appr o,V,e.;c� and the 'cert f liea off, 'A :c , �u � pan cv i s�` ued v un't i 1 th - e : qu i pmerlt• i instal ied and oper`a,t1 . .a. � { a , '-� ,-{.�, > .,: 21, Any .oC inc r eas e,)'' in the mezzanine lar ea ,use l, is not , an t ' ca a ° pproved� u ' nrl a second`•�, Ati ' ,, egr�esst ” p ,,for- thef i n` level are:a', " ` "` ' ''' 22. A CERTt ' ICf TE OF OCCUPANd10.41)..l. BE _REQUIREC' FOR THI PERMI1\ -. t 'R G,�:. ,l'° �, •ij ' :✓ 1 A Apt ''''...''7:: <ih r u - ' �, i • . VI 3 M '. ..t • � . a i r� ' . .� fr L ;tea :M ,, } yd P .d o t R V�G. , i . I s' y ,(,� ik ;. Y.-,,-,,'ti i .'-, �,�- --�F ..''z 4 ' � . 1 ''s %A i 6 � n"` ' ;Z, 1, , � '' ;� _ti6 iF. w, 1 f "h a: , 'i .flill k� . �� zt _ •- fir, Y ' a,�' 1 . ' +q i i ,,,y ter w, `J V I A t � ' t r ' ' � z `�, .';/ (( ti r... . j'' \ t{ ' '' � rt �.« i f rr iii Y, t vti ' .!^1 . S�r��,f•; j �'�> � r f "., ,, . ..,YJ�.� o . • S `tj J l �' f , { Y f +'f.` t s< ','rA,r' , .,..4,,, . ' . . .1\:\\i., \ iiii 4 :3J 0 f ,7 { VVV��� ` � � { � t tt S :4, A 0't . , ,/0 ' l k d k�� �.. j ,v/ , t/ 1 1.'" 4s«.v wy�v'°b �7 <yy ! � Lt t. y jiff( `Y'( .,NA . .i7 .tt � $Pry %;is. Y \ . Yir ♦ {'` { !t• 1. .t :: t) s1.. ,.+ $ 1 M1 R L ..fi ( !fir` rv,' ( L .++t • • • . 1994 Washin State Nonresidential Ener• Co ' 'ompliaance Form E .; 1! i .11:4-..Y.;-;."---';.1:1'. .. '. i "'d 6' �' .'..:`:�. - _RT,' - 'iL r tt ..N. 1994 Washington State Nonresrocntiat Eneigy Cote Compliance Forms Apnl, 1994 Project Info Project Address 12J . 71 re Date GG re f L U1/ 0) � I 4�P For Building Department Use it t Applicant Name: polo ff r � ` Applicant Address: / ' f " w b7R7 1t 'nuaohl Attd, 0. ,Iti(4 • Applicant Phone: /4;5 , V Project Description ❑ New Building ❑ Addition j24 Alteration ❑ Change of Use 1 ❑ Prescriptive tg Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance 0 All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior { Note: Below grade walls may be included in the (vertical & overhd) 2 , divided by Wall Area times 100 equals % Glazin Gross Exterior Wall Area if they are Insulated to X the level required for opaque walls. OP, 41 32,,, X 1 00 = % Concrete/Masonry Option ❑ Check here if using this option and if project moots all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below, Envelope Requirements (enter values as applicable) Opaque Concrete /Masonry Wall Requirements Fully heated /cooled space Insulation on interior - maximum U- factor is 0.19 1 Minimum Insulation R- values Insulation on exterior or integral - maximum U- factor is 0.25 Roofs Over Attic If If project qualifies for ConcreteJMasonry Option, list walls All Other Roofs 2` with HC L 9.0 Btu /ft'"'F below (other walls must meet • Opaque Wall requirements). Use descriptions and values Opaque Walls I? from Table 20-5b in the Code. Below Grade Walls q Ji,, Wall Description U- factor • Floors Over Unconditioned Space il 1�, (including insulation R -value & position) { Slabs -on -Grade ID Radiant Floors tp, i S Maximum U- factors 3 i Opaque Doors t) r (p 0 Vertical Glazing rj r ei 7 i Overhead Glazing tqa 1 Maximum SHGC (or SC) ) i Vertical/Overhead Glazing I I . j Semi- heated space' Minimum insulation R- values I Roofs Over Semi - Heated Spaces' I -• l 'Refer to Section 1310 for qualifications and requirements i r Notes: RECEIVED • CITY OF TUKWILA J U N.0 1 1995 PERMIT CENTER 1 1. / 1994 Washin I State Nonresidential Enerq Co G ,omiance Form • • - R9M..- �. +.;rJ . . ; f. . , f ] R . ` .'' '7 ". � a'.' • 1 f • 19 ?d Wastnngton State Nomesidcntiat Energy Code Compkance Forms Aprd, 19.t Project Address I27�'�I C {�� (�} v�,✓ /. Date 1 .,....4 1 Space Heat Type {+� t IV ❑ y Electric resistance Ali other For Building Department Use • Glazing Area as % gross exterior wall area I7 % Concrete/Masonry Option ❑ Yes 4 No . Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors. SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. -. Building Component Proposed UA Target UA LIst components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) • U= Plan ID: i ' ' �V 02....- 1,V II, t l(.. 2+2,22 17 t> x Z0 G3 U= Plan ID:UI 4 C32lo 2-- - 0.49 9/ I eh 04 Glazing % Electric Resist, Other Heating U= Plan ID: 0-15% 0.40 • t' 0.90 • ' U= Plan ID: >15 -20% 0.40 . 0.75 > 0 U= Plan ID: >20-30% • not allowed • 0.60 U= Plan ID: >30 -40% not allowed 0.50 U= Plan ID: ?Gt1 7 • (see Table 13 -1 for Conc/Masonry values) U= Plan 10: U= Plan ID: Glazing % Electric Resist. Other Neating 2 c U= Plan ID: 14 0-15% 0.80 1.45 - ' or U Plan ID: >15 -20% 0.80 1.40 p 0 U= Plan ID: >20-30% not allowed 1.30 U= Plan ID: >30 -40% not allowed 1.25 U= Pfan ID: • (see Table 13 -1 for Conc/Masonry values) • in U= 0.33 Plan lD: `(X 1 Y r � r"i• Q 33 1C 2 p t l i 1`1 I ' .Z a $ U= Plan ID: Electric Resist. Other Heating O ° U= Plan ID: • 0.60 0.60 R= Plan ID: °o ti., R= Plan ID: • Electric Resist. OtherHeabng R= Plan ID: 0.031 0.036 a R= f l Plan ID:OUW. t i b t b1 I 1' `�J SUE , .1,c20 2A 1 (v O ' R= It Plan ID: Q2.: Q sC 24)&. l *(' L? Zi 106.7.Q4 (4 Electric Resist. Other Heating it R= Plan ID: • 0.034 0,050 Plan ID: i=e1•. F 11 lj Z " 0 -4 1 ' b. l l >` ' t611/ • e ' 1 4" 411;1 00 0� �d R= II Plan ID: OVZ I O ' VAl , I, ro R= t9 PlanID:I),11 i)I1•111 (0(i (9,a12-.- ■ 112.2 103 U.. E R= Plan ID: Electric Resist. Other Heating m iT R= Plan ID: Ordinary 0.062 . 0.1.4 is R= Plan ID: Metal stud 0.11 • 0.14 • • R= Plan ID: Conc(int) 0.19 0.19 R= Plan ID: Conc(oth) 0.25 0.25 !" R= Plan ID: -- To R= Plan ID: 1.1/A Electric Resist. Other Heating , al ▪ V R= Plan ID: Ordinary 0.062 0.14 • cI R= Plan ID: Metal stud 0.11 0.14 v d R= Plan ID: o c R= Plan ID: t 1 I Electric Resist. Other Healing o o R= Plan ID: ' " ., 0.029 0,056 • n R=� Plan ID: R= 5 --- Plan ID: bl0yl�- _ -.- ( b l (� R= 0 Plan ID: It 1 t -. n , j � ( � ,� Electric Resist. Other Heating .0 ▪ fil in o`, R= Plan ID: F =0.54 F =0.54 R= Plan ID: (see Table 13-1 for radiant floor values) ,, For CMU walls, indicate core insulation material. , , -- I , , i 7� 'iv , Totals 7 b� 7, Totals For compliance: _ 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. I 1 i M f ! 1994 Washirr gjon State Nonresidential Ener Cone Co p Form r ..„„jjp.- jk 19144 Washington State Nonretioenpal Energy Code Compiwna' Forms April. 1994 Vertical Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A Plan ID: 1 tGJ 2,,E 1 G L G it Plan ID: Glazing % Electric Resist. Other Heating u .c Plan ID: 0-20% 1,00 1.00 . Plan ID: >20-30% not eflowed . 0.65 Plan ID: . >30 -40% not allowed 0.45 Plan ID: (see Table 13.1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. • Totals 2M) /1 48 r_ Totals '�G2Q, IS? For compliance: � 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. Overhead Glazing Proposed SHGC Target SHGC List components by assembly ID & page # SHGC' x Area (A) = SHGC x A SHGC x Area (A) = SHGC x A rn Plan ID: o� c '� Plan ID: Glazing % Electric Resist, Other Heating 0 Plan ID: 0-20% 1.00 1.00 v a Plan ID: >20-30% not allowed 0.65 v Plan ID: >30 -40% not allowed 0.45 > O Plan ID: (see Table 13-1 for Conc/Masonry values) 'Note: Manufacturer's SC may be used in lieu of SHGC. Totals Totals For compliance: 1) Proposed total area shall equal Target Total Area, and 2) Proposed Total SHGC shall not exceed Target Total SHGC. E ; ` -., 452M :-- �� Ai ,� ` � �.,• �: 9 .. , .; �• _ �•a ��Ss t '`S ii� } - P ..... A� _ J : •, t 'r •.r J r . n J• ';.,z i''r _., ea �'�` l r -"' i� �5+iAa'13f If the total amount of glazing area as a % of gros exterior wall area (calculated on ENV -SUM) exceeds the maximum allowed in Table 13-1, then this calculation must be done. Use the resulting areas in the Target UA and SHGC calculations above, Proposed Areas: Numbered values are used in calculations below. Roofs over Attics Other Roofs Walls Glazing Area 1: 00= 2: OG= 3: VG= Note: OG = overhead glazing Opaque Area 4: 5: 6: VG = vertical glazing Gross Exterior Wall Max Glazing Area Maximum Target Area (Table 13 -1) , Glazing Area • x1 %1`( 100 =17: . . Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1: Max OG Remaining 2 ' Target VG Area For Target 00's, circle 17: 1 — a lesser (circle) = ( — a lesser (circle) = 1 1 and use the lesser values both here and 7: 8: below. ■ Proposed Opaque Area Proposed OG Area Vl Target OG Area W Target Opaque Area • Roofs over Attics 4: + 1: — 10: = 13: Other Roofs 5: + 2: — 11: = 14 : Total Target OG Area (sum #10 + #11) Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area [ Walls1 16: + (3: ( — (g: ( = [15: Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. r Target valu 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. . L Target values 9 & 12 are also used in the applicable Target SHGC calculations above. ■ 1994 Washin . i State Nonresidential Energy Cock,. .;om Hance Form 7 . .. a•�r- -- ,-r ��^ �•�t:," ,- ' n r ' t'' � k r c .r ,�_ ;.., •; ; , ....` • �::a•. •^ r te �. a.•.:' ._ ':�d� +. ��• �1...: - • � •... ! /�� { ' L ! ' ii ; �1 ,�r �•, ; fi r .. : t.�.• g%'.. ;��.� ` i •• •� + +� .:a�f'• „� 1 te” ^j3'': l iA::t;�:i�Li.•. "•'X.:: >: r ,r �ttL F +� ` ,` s '.i6 s:if6f b. 1944 Vrasnmgton State Nonresrornhat Energy Code Comphan:e Forms April. 1994 Project Info Project Address I' vI �r f hl t� Wiy Date / For Building Department Use G� P. Um - I , IA, Applicant Name: An l e Applicant Address: t l l a 'l Uv iJ 606 'c Applicant Phone: .� ' 7 'Project Description I ❑ New Building ❑ Addition . IfAtteration ❑ Prescriptive Xi Lighting Power Allowance ❑ Systems Analysis Compliance Option (See Qualification Checklist (over). Indicate Prescriptive 8 LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and installed lighting wattage is not being increased • Maximum Allowed Lighting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft Area in ft Allowed x Area '• From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts L{'I1j0 Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location Number of Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed Ufft, JD •16 1 ' ZX' • 1r It- - 105 / jai 2 . 1'un�t \Ytu t'rt'rr x 4. �� r� �� 4,A-o to lac = tJlnrtk -sCr a.tl � U Ill U url" I • Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts Maximum Allowed Lighting Wattage (Exterior) N)fre Allowed Watts Area in ft2 Allowed Watts • Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft Open Parking 0.2 W /ft Outdoor Areas 0.2 W /ft Bldg. (by facade) 0.25 W /fi Bldg (by perim) 7.5 Witt Note: for building exterior, choose ether the facade area or the penmeter method, but not both) Total Allowed Watts' Proposed Li; hting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts mad not exceed Total Allowed Watts for Extenor Total Proposed Watts • • 1 >tri� nt: BUILT • U W 200E AI S( UG1UI`Z • SKETCH OF ELEMENT • Note: Make copies of this form for every building element. f— ( / ilmo liiklitiltiltii!inte � --- � ;1• wsu ur uJ 1 Kou t I -- IIIIIIIIIIll r p 5T1 GAL' Framing Ratio (it applicable) 13 GEtt- IN'ft1.. Material Thickness Ruin R Value R value Inches Thickness Solid Cavity 114v9. • 0,(21 3-11 3 r2. .tkew 61t1P V12., x /111. OA ; . ihll, _ ! 0. (O.. p A'u,T ciUNC� •41 2.' 1. f1 A►r. 42 1.11 • . Summation R Values IS. 64 • U 1 /R d. • • U Value for Element (Avg.) 0404 • Area of Element" • " Area of Element is net area atter openings such as doors, windows and skylights have been subtracted. • • U125 • C • 'rent: 5%202 SKETCH OF ELEMENT Note: Make copies c1 lhls form torlevery building element. • s Vk. mit.• %Lc% Q-z-4- tole 'fit =uP fl• 11 Ott INUtici • • ,•11111 • • • Framing Ratio (if applicable) z • 13 • • Material Thickness Run R Value R value Inches Thickness Solid Cavity oe cove Cegc.•el;tts CAL 52 p.€p lLv bua- • (vi • Summation R Values . '.k6. • U 1/R - .'% U Veue for Element (Avg.) w 4.11 8 Arta of Element' _ " Area of Element Its net a•ea after openings such as doors, windows and skylights have been subtracted. • • • r ' -► EI ment• • • :Az' , • ' r SKETCH OF ELEMENT Hole: Make copies of this form for every building element. ZtI a 1�Gf, 2 h%Vi. •4' 2.1I l!•tutvtrc$ Framing Ratio ( applicable) - • Material Thickness R /in R Value R value Inches Thickness Solid Cavity IWPIPe .ta Vt •lot t 3 /2, (p.(00 +J • Surnynation R Values . 8 • CI U 1 / R 0 .1\ U Value for Element (Avg.) Area of Element" " Area of Element Is net area atter openings such as doors, windows and sky.ights have been subtracted. • :r. r ...:' " V+` /:'Y+•.ti:y4:+. v..** r a .. . • ... _ • 1 C C..) 1 Element•_egatt4G1 , t . SKETCH OF ELEI'EtiT Note: Pike copies of this lorm for every bulldlnp elemuM. 1 • • f)(11.4.M )- ;,.:. 1 ! 1 . luli . ktUrptie. Cam• • 1 Framing Ratio ( it applicable) _ • Material Inches R /In R Value R value Inches Thickness Solid Cavity p ,tel f IN9uu tbt, 3 ( , , l _¢ _ue 1) •1!�l I i 3. • • • . Summation R Values • 14. f j • U = 1/R ©,, -(( • • U V&ue for Element (Avg.) = O. 0-1 I k X # ee of Ele:nenl• ' Area of Element is net Weis atter openings such as doors, windows and Il/iahts have . been subtracted. • IA 19) • • • 1994 Washi torn ° ±ate Nonresidential Ener• Code Cnm•Iiance Form YYY j r ''.'/;:t;':."-:. r + ,. r r 1 'te r r T C . • , :� IL` ; :,. � . , r C • - ,- i . , ,i . -!. } i -. ? �a' .J - .. }.Y, V ... e " 1994 Washington State Nonresidential Energy Code Compliance Forms Apnl, 1994 Project Info Project Address I2 o1 W i.l� 1 �bL \\ L' /� Date 31 1,e1? I G WTI IG(�l U '� �N For Building Department Use II% I ,u. Applicant Name: 2yi 0 K1Guj.l t �� !/��],., W Applicant Address: � h7 141 Zuaah.1 L' // t uy i i , ll tl� , . Applicant- Phone: i/7 5 . e i j 7 Project Description ❑ New Building ❑ Addition pig Alteration ❑ Change of Use ❑ Prescriptive 0. Component Performance ❑ ENVSTD ❑ Systems Compliance Option (See Decision Flowchart (over) for qualifications) Analysis Space Heat Type ❑ Electric resistance 331 All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note: Below grade walls may be included In the (vertical & overhd) Sq divided by Wall Area times 100 equals 'I, Glazing Gross Exterior Wall Area if they are Insulated to v the level required for opaque walls, /IMP 4132 —. X 100 = x Concrete/Masonry Option ❑ Check hero if using this option and if project moots all requirements for the Concrete/Masonry Option. See Decision Flowchart (over) for qualifications. Enter requirements for each qualifying assembly In the table below. Envelope Requirements (enter values as applicable) Opaque Concrete /Masonry Wall Requirements Fully heated /cooled space Insulation on interior - maximum U- factor Is 0.19 Minimum Insulation R- values Insulation on exterior or Integral - maximum U- factor is 0.25 Roofs Over Attic rl /a If project qualifies for Concrete/Masonry Option, list walls All Other Roofs 21 with FIC 2 9.0 Btu /ft -•F below (other walls must meet Opaque Wall requirements). Use descriptions and values Opaque Walls Is from Table 20 -5b in the Code. Below Grade Walls 1■1)4 Wall Description U- factor • Floors Over Unconditioned Space .N (including insulation R -value & position) Slabs -on -Grade IC, Radiant Floors I1A Maximum U- factors • Opaque Doors tl 1 (D b Vertical Glazing • p , 4117 Overhead Glazing f`llt • Maximum SHGC (or S C) Vertical/Overhead Glazing 1 1 - Semi- heated space' Minimum Insulation R- values Roofs Over Semi- Heated Spaces' 1 'Refer to Section 1310 for qualifications and requirements Notes: RECEIVED CITY OF TUKWILA JUN 0 1 1995 PERMIT CENTER • • • / 1994 Washin•to(.. Late Nonresidential Ener• Code / ,m liance Form 1,.1A . i � " r yt. .: • x41 0 . :r !. 0... "i. ie J ; •��. ;.. �, 1994 Washington State Nonresidential Energy Code Compliance Forms April, 1994 - Project Address I G {•i.1^ {. i ati ` I Ok/ l Date 1 Space Heat Type W' t 1V ❑1 Electric resistance ig All other For Building Department Use Glazing Area as % gross exterior wall area 17 % Concrete/Masonry Option O Yes gi No . Notes: If glazing area exceeds maximum allowed in Table, then calculate adjusted areas on back (over). If Concrete /Masonry Option is used, Target U- factors, SHGC and Glazing % will be different than shown below. Refer to Table 13 -1 for correct values. Building Component Proposed UA Target UA List components by assembly ID & page # U- factor x Area (A) = UA (U x A) U- factor x Area (A) = UA (U x A) ��...... Plan ID: -10�- 141 I°r,.41� 2rz,27, b oqa g l.. G je U= Plan ID:111 1012- b , 41 9 I c 4 Glazing % Electric Resist. Other Heating at U= Plan ID: 0 -15% 0.40 %0.90 'o U= Plan ID: >15 -20% 0.40 . 0.75 a U= Plan ID: >20 -30% not allowed 0.60 U= Plan ID: >30 -40% not allowed ,. 0.50 U= Plan ID: 7VI.?' (see Table 13 -1 for Canc/Masonry values) U= Plan ID: U= Plan ID: Glazing % Electric Resist. Other Heating v 0) I U= Plan ID: , 0 -15% 0.80 1.45 t .N U= Plan ID: >15-20% 0.80 . 1.40 a ion ei 0 U= Plan ID: >20 -30% not allowed 1.30 U= Plan ID: >30 -40% not allowed 1.25 U= Plan ID: • (see Table 13 -1 for Conc/Masonry values) rn U= b'3? Plan ID :'1 X 3 $7 0.33 14-1 � •2). 0 , ((n' I i yj0 G g g U= Pl ID Electric Resist. Other Heating 0 U= Plan ID: 0,60 0.60• • ` R= Plan ID: o R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 R= Plan ID:G2UW. Glt t , ti I 7 .', t' �L Z? . e -. 22 V d ' R= 11 Plan ID: Qr(� d l *Z-' V1.1 „ Electric Resist. Other Heating ct R= Plan ID: 0.034 0.050 R =T Plan ID: r. , rU,22. -4 •• , b• 11 5 �( 0 . �j ' n ' I" 4 ' i 7 ( km R= II Plan ID: 01 I 0. 11 • Vali 4' I, I, R= Ii Plan ID:114. IW11 •Ill coil (7, cz r I !U.- R= Plan ID: . I � Z 2 ' Electric Resist. Other.Heating a P R= Plan ID: Ordinary 0.062 , 0.14. O R= Plan ID: Metal stud 0.11 • 0.14 • R= Plan ID: Conc(int) 0.19 0.19 _ R= Plan ID: Conc(oth) 0.25 0,25 II R= Plan ID: -- 0 R= Plan ID: WA Electric Resist. Other. Heating. m 6) R= Plan ID: Ordinary 0.062 0,14 0 R= Plan ID: Metal stud 0.11 0.14 a`, d R= Plan ID: _ - 6 c R= Plan ID: `11.. Electric Resist... Other Heating.: 8 $ R= Plan ID: I ' 0.029 0.056 • 11 m R= Plan ID: ■ - �R= QQ Plan ID: t 2.Io .- 0. • 6 9 i ' I , ., c). • C) b $ . R= 0 Plan ID: It-t'1"tlLt oe, t7.19? I tej 67-(P Electric Resist. Other Heating vi to_ R= Plan ID: F =0.54 F =0.54 R= Plan ID: (see Table 13-1 for radiant floor values) For CMU walls, indicate core insulation material. Totals 13;44-. ib3a,$G . Totals 17 11?A.'' j For compliance: • ,. 1) Proposed Total Area shall equal Target Total Area, and 2) Proposed Total UA shall not exceed Target Total UA. . 1'i Gross Exterior Wall Max Glazing Area Maximum Target ,. Area (Table 13 -1) Glazing Area • i I I x [ % ( 100 =17: k Target OG Area in Roofs over Attics Target OG Area in Other Roofs 1 •2: For Target OG's, circle a Max OG Remaining Target VG Area 7: — 3 lesser (circle) : 1 — a lesser.(circle) = (9: ( and use the l ; values both herr an and 7: 8: below. Proposed Opaque Area Proposed OG Area Target OG AreaW Target Opaque Area Roofs over Attics 4: + 1: — 10: = 13: Other Roofs 5: +. 2: — 11: = 14: Total Target OG Area (sum #10 + #11) 12: Proposed Opaque Area Proposed VG Area Target VG Area Target Opaque Area 6: +, (3: ( Walls (— 9: I = 115: Note: If there is more than one type of wall, the Target VG Area may be distributed among them, and separate Target Opaque Areas found. Target values 9, 12, 13, 14 & 15 (shaded boxes) are used in the applicable Target UA calculations on the front. • Target values 9 & 12 are also used in the applicable Target SHGC calculations above. • • • 1994 Washin c�to ...,(ate Nonresidential Ener. Code (( .11 liance Form !7 / .St$ /�.J6�• a. .a. �r:� " etv:�.trr�u'tude'' 0. . .. .i;' • _ a'��•' :.i'�rr�'S 1994 Washington State Nonresidential Energy Code Compliance Forms April. 1994 Project Info Project Address I � I Gt��. ��I �0� 01 , Date 13) 40, IT For Building Department Use �t [ UM p 14 Applicant Name: pap Applicant Address: 12/M? l ll I`r` ari cu o 4,06 Applicant Phone: 443 -8 i 1 !Project Description ❑ New Building Q Addition . 01 Alteration Compliance Option l21 Prescriptive jg Lighting Power Allowance Li Systems Analysis (See Qualification Checklist (over), Indicate Prescriptive & LPA spaces clearly on plans.) Alteration Exceptions ❑ No changes are being made to the lighting (check appropriate box) ❑ Less than 60 % of the fixtures are new, and Installed lighting wattage is not being increased Maximum Allowed Ligl ting Wattage (Interior) Location Allowed (floor /room no.) Occupancy Description Watts per ft •• Area in ft Allowed x Area E tg Lr 2 . M42/ I. From Table 15-1 (over) - document all exceptions taken from footnotes Total Allowed Watts Proposed Lighting Wattage (Interior) (May not exceed Total Allowed Watts for Interior) Location 7 Number of • Watts/ Watts (floor /room no.) Fixture Description Fixtures Fixture Proposed '- u► �� FL)D�I• .SG•l>_rr - iY j/r.j'lr 64' ”-• I n S: I Crc 2 to et t' \\A r x . 4,2o ; - 'L AU ur" I (Po Total Proposed Watts may not exceed Total Allowed Watts for Interior Total Proposed Watts 4012.... Maximum Allowed Lighting Wattage (Exterior) J,� Allowed Watts Area in ft Allowed Watts Location Description per ft or per If (or If for perimeter) x ft (or x If) Covered Parking 0.2 W /ft _ Open Parking G.2 W /ft Outdoor Areas 0.2 W /ft2 Bldg. (by facade) 0.25 W/ft Bldg (by perim) 7,5 WAf - Note: for building exterior, choose either the facade area or the perimeter method, but not both) Total Allowed Watts Proposed Lighting Wattage (Exterior) (May not exceed Total Allowed Watts for Exterior) Number of Watts/ Watts Location Fixture Description Fixtures Fixture Proposed Total Proposed Watts may not exceed Total Allowed Watts for Exterior Total Proposed Watts • • Eleme c SUILT U ' ■00F � i 5- M( . - 1kA1 . • SKETCH OF ELEMENT Note: Make copies of this torm for every building element. Px.IL'I'-ur 1 --- - _ = .-- Ilzll LuZIO • Kou9 iTcI k n OEM *L,11,. mow !r( GAL Framing Ratio (if applicable) = , I?� G1:I� I NCT '1 ►L'b� • Material Thickness R /In R Value R value Inches Thickness Solid Cavity 114voe ILN1 0.(21 uxta 611.12 V12._ 0A attt3 SUS p BUST c i 14 - fi F "/z1 1. fA Al le- 1. 1 . . Summation R Values 1 GJ 4 • U = ,/a o 0(9 • • U Value for Element (Avg.) 0.( Area of Element* • " Area of Element is net area after openings such as doors, windows and skylights have been subtracted. • • • • R • Ups 9 's EieC 411: Vri6132ia2. . .� • SKETCH OF ELEMENT Vole: Make copies of this form forsevery building element • x �lL Mt. LJP. Q 444 tole WA eon' 10.16frtic4 031zPolt • • •• Weill ap. • • Framing Ratio (if applicable) . t3' • • Material Thickness R /In R Value R value Inches Thickness Solid Cavity pie l .I (ooh." foutze (0 _222, . 52 'aYz.. _ WO 611 icy buy • (v1 • • • . Summation R Values U t 1/R . U Vague for Element (Avg.) . �' 8 • Area of Element' • • " Area of Element Is net area after openings such as doors, windows and skylig' s have been subtracted. FlUtt • • rs Element: t'2Ib• 1�1•. *`1Fc . t w SKETCH OF ELEMENT Note: Make copies of this form for every building element. • .� J I �/ , • t t ■ 2.1! Iilsu (ir• Btu. • Framing Ratio (if applicable) _ • Material Thickness R /In R Value R value • Inches Thickness Solid Cavity I IDr 1 • Col N C• . �&0. yip, .G�p 0'2." - 9i l(z " . -- 11oc � �iu •�I • • . Summation R Values • 8•614,, U = 1jR 0 U Value for Element (Avg.) _ Area of Element" _ " Area of Element is net area after openings such as doors, windows and skylights have • been subtracted. • • RI4 FPO • Element: SKETCH OF ELEMENT Note: Make copies o1 this form for every building etemun%. . _ , • w . • tali-416 OJT • Framing Ratio (if applicable) 1. • Material Thickness R /In A Value A value Inches Thickness Solid Cavity 1.154 ©• tip k i U2lb I • • • • Summation R Values • II • j ,/R 0;011' U Value for Element (Avg.) = 1 A ea of Element' ' Area of Element Is net area after openings such as doors, vAndows and skylights have been subtracted. • 5/25/95 SPECIFICATIONS FOR: H.D. CAMPBELL - TENANT IMPROVEMENT 12301 EAST MARGINAL WAY SOUTH TENANT /OWNER: H.D. CAMPBELL 12301 EAST MARGINAL WAY SOUTH SEATTLE, WASHINGTON 98168 ATTN: MR. JOHN LAUGHLIN #(206) 433 -1900 ARCHITECT: DAVID KEHLE, ARCHITECT 12878 INTERURBAN AVE. SOUTH SEATTLE, WASHINGTON 98168 STRUCTURAL ENGINEERS: RICHARD HUDSON & ASSOCAITES, INC. 1605 12TH AVE., SUITE 18 SEATTLE, WASHINGTON 98122 Cl1Y OF TUKWILq JUN 0 1 1995 PERMIT CENTE _ .. ..., (... L. . H.D. CAMPBELL TABLE OF CONTENTS TUKWILA, WASHINGTON NUMBER TITLE DIVISION 1 GENERAL SECTION 1A MISCELLANEOUS REQUIREMENTS SECTION 1B INSPECTIONS AND TESTS SECTION 1C TEMPORARY CONSTRUCTION FACILITIES SECTION 1D EXISTING CONDITIONS DIVISION 2 SITEWORK SECTION 2A -A COORDINATION SECTION 2A -B APPLICABLE CODES & STANDARDS SECTION 2A -C PROJECT RECORD DOCUMENTS SECTION 2B -A DEMOLITION SECTION 2B -B EXCAVATE FOR FOOTINGS SECTION 2B -C RE- STRIPE DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE SECTION 3B CONCRETE REINFORCING STEEL DIVISION 4 MASONRY DIVISION 5 METALS (STRUCTURAL AND MISC.) DIVISION 6 CARPENTRY DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 7A INSULATION SECTION 7B BUILT -UP ROOFING SECTION 7C CAULKING AND WATERPROOFING DIVISION 8 DOORS, WINDOWS, GLASS & HARDWARE SECTION 8A OVERHEAD DOORS SECTION 8B WOOD DOORS /JAMBS SECTION 8C FINISH HARDWARE SECTION 8D GLASS AND GLAZING DIVISION 9 FINISHES SECTION 9A GYPSUM WALLBOARD AND STEEL STUDS SECTION 9B PAINTING SPECIFICATION SECTION 9C CARPET SECTION 9D SHEET VINYL SECTION 9E VINYL COMPOSITION TILE (VCT) SECTION 9F VINYL BASE SECTION 9G PLASTIC LAMINATE SECTION 9H SUSPENDED CEILING SECTION 9I CERAMIC TILE SECTION 9J SYNTHETIC MARBLE IN SHOWER • DIVISION 10 SPECIALITIES SECTION 10A TOILET ROOM ACCESSORIES - ALL TOILET ROOMS SECTION 10B TOILET COMPARTMENTS DIVISION 11 EQUIPMENT (NO WORK REQUIRED) DIVISION 12 FURNISHING (NO WORK REQUIRED) DIVISION 13 SPECIAL CONSTRUCTION (NO WORK REQUIRED) DIVISION 14 CONVEYING SYSTEMS DIVISION 15 MECHANICAL DIVISION 16 ELECTRICAL DIVISION 17 SPRINKLER • SECTION lA MISC. REQUIREMENTS 1. Guarantees Without cost to the Owner, correct all defects and failures within one (1) year from date of substantial completion or longer per each manufacturers guarantee unless conditions are due to neglect or carelessness of the Owner. 2. Maintenance Instructions The Contractor shall furnish to the Owner, all manuals for instructions of proper care of materials and equipment. 3. As -Built Drawings The Contractor shall provide location drawings to the Owner, of all underground utilities and concealed work as installed on the project on reproducible drawings. 4. Cleaning After substantial completion, the Contractor shall clean, dust, and wax, etc. all interior finishes that require the same. Remove all construction debris and refuse from site. 5. Insurance (Art. 11 of A201) The owner will provide builders risk, coarse of construction insurance. The General Contractor shall provide and maintain with industry recognized company of "A" rating or better, adequate worksman compensation insurance as returned by law; comprehensive general liability and comprehensive auto liability insurance of at least $2 million auto bodily injury and property damage home owner, architect and Bailey Assoc., Inc. (et. al) as co. insured. SECTION 1B INSPECTION AND TESTS 1. The Contractor shall provide and pay for all inspections and tests as required by local authority. Notify Building Officials at least 24 hours in advance. 2. Tests will be made by a testing engineering firm or laboratory mutually selected by the Owner and Contractor. Cost of concrete tests shall be paid for by the Contractor. Cost of soils tests shall be paid for by the Contractor. 3. The Contractor shall furnish all samples of materials required to the testing engineer or laboratory in timely manner. Copies of all test reports shall be furnished to Contractor, Engineer, City, Architect, and Owner. SECTION 1C TEMPORARY CONSTRUCTION FACILITIES The General Contractor shall provide weathertight field office, provide and pay for temporary water and power and phone, temporary heat in building to maintain temperatures for work of various trades, drinking water, temporary toilets, temporary enclosures for openings as required, and barricades and fences for safeguards to protect public and as may be required by codes and law enforcement. Keep abutting streets, driveways and parking lots open to traffic and free of dirt and debris Any drainage and pumping necessary to remove surface or sub - surface water or other fluids shall be the responsibility of the General Contractor. SECTION 1D EXISTING CONDITIONS The existing building is occupied south of the tenant space and care, caution and courtesy needs to be taken during construction to limit any inconvenience to the existing tenant. Limit saw cutting to early morning, no loud radios, light construction parking to north lot area. Notify tenant of any utility shut downs at least 24 hours in advance. • DIVISION 2 SITE WORK SECTION 2A -A COORDINATION 1. To enable orderly progress of the work, prevent duplication of effort and ensure proper sequence of operations. Contractor shall coordinate the efforts of all suppliers, subcontractors and inspectors as required. 2. Contractor shall verify and confirm all dimensions and conditions shown or implied on the drawings and specifications, as well as the physical conditions of the site. Notify A/E of discrepancies prior to start of work. Contractor will have the building corners and property lines staked by a licensed surveyor and floor elevations (benchmarks). Contractor shall be responsible to maintain benchmarks and layouts of building and site. 3. Drawings are generally diagrammatic, unless specifically dimensioned, the locations and the routing of piping are approximate and shall not be scaled from the drawings. It is the responsibility of Contractor to coordinate work of his subcontractors. To this end, Contractor shall require that various subcontractors carefully examine and familiarize themselves with the drawings, and any other drawings covering work of other trades, and that they consult frequently with all other trades so that work may be properly coordinated. The diagrammatic nature of the drawings and the job conditions will not always permit installation in the location shown. When this situation occurs, it shall be brought to the A /E's attention immediately and the relocation determined in a joint conference. The Contractor shall be held responsible for relocating items without first obtaining the A /E's approval. He shall remove and relocate such items at his own expense if so directed by the A /E. 4. Contractor to arrange and coordinate all inspections. SECTION 2A -B APPLICABLE CODES AND STANDARDS 1. All work shall be in conformance with all Federal, State and local codes, including Latest Standard Specification for Road, Bridge and Municipal Construction. All references to codes, sections and on the drawings shall mean, and are intended to be, the latest edition, amendment, and /or revision of such reference standard in effect as of the date of these Contract Documents. • i SECTION 2A -C PROJECT RECORD DOCUMENTS 1. Throughout progress of the work of this Contract, maintain an accurate record of all changes in the Contract Documents. 2. Upon completion of the work of this Contract, transfer the recorded changes to a set of Record Documents. (See also 1A -3). SECTION 2B -A DEMOLITION 1. Saw cut concrete slab for new footings and restrooms and tie to existing sanitary sewer. Dispose of waste properly in a manner acceptable to local jurisdictions. 2. Remove portion of brick railing at entry for new porch lift. 3. Remove plantings and portion of extruded curbing for handicap lift. Cap off irrigation line and modify as required. 4. Relocate the incoming water shut -off valve (relocate south outside of lift area). Notify adjacent tenant 24 hours in advance and minimize down time. Sanitize and purify as required. 5. Remove existing glu -lam beam and col with plates and save for H.D. Campbell. SECTION 2B -B EXCAVATE FOR FOOTINGS Over excavate 2' for footings and bring in compacted structural fill and compact to 95% modified proctor. Extend fill 2' beyond footings in each direction. Compact existing excavation. SECTION 2B -C RE- STRIPE Sand blast /grind off existing stripping and re- stripe as shown on site plan. DIVISION 3 CONCRETE SECTION 3A CAST IN PLACE CONCRETE 1. Concrete Strengths: (See Structural Notes) f'c = 3000 psi exterior slabs, floor slabs f'c = 2500 psi footings 2. Concrete Work: Refer to the structural notes for additional criteria. Contractor shall notify Architect and Building Inspector at least 48 hours prior to an intended pour. Where there is any question as to the quality of the concrete, in the structure, the Architect may require laboratory tests or other load tests for that portion of the structure in question. Cement shall be Portland Cement conforming to ASTM C150. Aggregate shall conform to ASTM C33. Admixture shall be Master Builders Possolith. Curing compound shall be Burke. Water shall be potable and free from substances that may be deleterious to concrete or reinforcement. Ready -mix concrete shall be used exclusively, furnished by an established supplier. Concrete shall be conveyed and placed in a manner to insure no separation, segregation, or intrusion of foreign matter. All concrete shall be thoroughly compacted by means of mechanical vibrators. Concrete slabs shall be finished to produce a smooth hard surface tolerance not to exceed 1/8 inch in 10 ft. Curing compound shall be sprayed on using one gallon per 300 square feet to surface area. 3. Testing All tests shall be performed as required by the Building Department. The Contractor shall provide concrete cylinders and shall pay for testing. Submit copies of Test Reports to the Architect and Building Department. Minimum testing; 3 cylinders per pour for tilt -up walls to Building Department, footings and slab to Architect. 4. Finishina a. Floor: Contractor to provide and install North Coast or Burke or approved on all floor areas, 1 coat, after floor has been completely swept clean and washed. (Avoid at office areas). b. This Contractor to verify compatibility of sealers with bond breakers (no sodium silicate or paraffin base). • • t • �.., �.. +'' 5. Eaecolith Filler: Provide and install a concrete transition /underlay to feather out the existing slab differential at pile supported to non- supported slab. Feather out to 1/8" in 1' slope, level and smooth. Insure bonding by removing sealer, roughin surface and utilize an approved bonding agent. • • • • SECTION 3B CONCRETE REINFORCING STEEL 1. Steel Grades a. Slab dowels and welded bars - grade 40. b. All other reinforcing steel - grade 60 - ASTM A615 -6B. 2. Steel General Reinforcement shall be unpainted, uncoated, free from rust or loose scale. Place reinforcement accurately and secure rigidly. Tying shall be done with 16 gauge annealed wire. Detail all steel in accordance with the "ACI Manual of Standard Practice of Detailing Reinforced Concrete Structures". 3. Provide slab dowels into cut edges of slabs @ 24" o /c, #J4 bar. Drill and epoxy anchor into existing slab. • DIVISION 5 METALS (STRUCTURAL AND MISC.) 1. General Submit complete shop drawings to the Architect and Building Department, prior to fabrication. Form steel to accurate sizes and shapes, with sharp lines and angles. Punch connections, grinding exposed welds smooth. Provide holes and connections for work of other trades. Detail for ample strength and stiffness, conceal wherever possible. Galvanizing shall be hot -dip zinc - coating, per ASTM Al23, applied after fabrication but before installation. For additional information, refer to structural notes. 2. Grades of Metals a. pipe & tube columns conform to ASTM A500 (fy = 46000 psi) b. miscellaneous steel conform to ASTM A36 (fy = 36000 psi) c. misc. steel hangers Simpson d. machine bolts conform to ASTM A307 3. Miscellaneous Meta Specialtie a. metal ladder to roof hatch, steel side plates, steel rungs at 12" o.c., attached at floor, hatch, and mid- span. DIVISION 6 CARPENTRY 1. General All materials to be stamped with grade and trademark, and protect from the weather. All wood framing in contact with concrete to be given heavy coat of wood preservatives. All framing material to be "Kiln- Dried ". 2. Framing (Alternate Steel Studs) Stud walls to be 2x4 or 2x6 as indicated on drawings. All framing material to be "Kiln- Dried ". Provide blocking as required by code and as required for all equipment and wall finishes. (Verify with Architect). (Metal framing maybe used as shown and with Architect approval). 3. Rough Carpentry_ Provide all rough carpentry, sheathing, furring, blocking, roof framing, mechanical unit supports, roof cants, and similar work necessary to complete the project. Install all rough hardware and misc. items. 4. Materials (See Structural Notes) Framing Lumber: 2x4 stiffeners D.F. #2 or H.F. #2 4x14 rough sawn D.F. Dense #1 Lumber not noted D.F. #2 or better Plywood: Floor Sheating 3/4" t & g strudi -floor under- layment grade. Floor sub -floor 3/4" plywood underlayment with ext. glue. All lumber grades shall conform to "WPG Grading Rules For Western Lumber" - 1977 Edition. All plywood shall conform to U.S. Product Standard PS - 1 -66. 5. Truss -Joist TJI Joists to be as manufactured by the Truss Joist Corp in accordance with NER 200. • DIVISION 7 THERMAL AND MOISTURE PROTECTION SECTION 7A INSULATION Contractor to provide and install in the following are all installed in accordance with manufacturer's recommendations. 1. Exterior a. Walls - furring with R -11 insulation - FS 25 facing where exposed. 2. Ceiling a. R -19 fire retardant FS25 finish fiberglass batt with continuous FS25 facing on bottom (white), WMP1O by Lamtec Corp. SECTION 7B BUILT -UP ROOFING - Patch 1. Provide water tight patches at all roof penetrations and roof curbs for HVAC equipment. Min. 3 ply with mineral cap sheet out 4' beyond penetration or equipment curb. 2. Guarantee Roofing contractor to provide roofing guarantee to two (2) years. SECTION 7C CAULKING AND WATERPROOFING The Contractor to provide and install the following per manufacturers recommendations. 1. Waterproofing a. Asphalt emulsion waterproofing where steel in contact with concrete and /or dirt and for separating dissimilar metals. 2. Caulking a. Window to concrete, wood, etc. - - - silicone based caulking, paintable clear at skylights. All caulking to be premium grade, GE, Sika, or approved. SECTION 7E ROOFING ACCESSORIES 1. Roof Hatch and Ladder Contractor to provide and install a Type S 2' -6" x 3' -0" roof hatch for steel ladder access with padlock and chain as manufactured by the Bilco Co. or equal. Contractor to provide and install an all steel ladder to fit roof hatch. • DIVISION 8 DOORS. WINDOWS. GLASS, AND HARDWARE SECTION 8A OVERHEAD DOORS Contractor to provide and install high lift manual operating overhead doors with heavy duty track and hardware and neoprene door bottom as manufactured by Overhead Door Co. or equal. Provide weatherstrip at head, jambs and at bottom. SECTION 8B WOOD DOORS /JAMBS Contractor to provide and install solid core wood doors, oak veneer, ready for stain, and solid wood jambs (clear oak). SECTION 8C FINISH HARDWARE The Contractor to: 1. Provide all finish hardware to complete work, in accordance with drawings and specifications. The Contractor shall be responsible for proper operation and fitting of hardware in locations specified. The Contractor shall adequately store all finish hardware until installation is made. Exposed surface of hardware shall be covered and well protected during installation, so as to avoid damage to finishes. 2. Upon being awarded the finish hardware contract, the Hardware Supplier shall immediately prepare and submit to the Architect, in triplicate a complete schedule of Finish Hardware required herein. Manufacturers Butts McKinney Ball bearing Locks Corbin Full Mortise -Lever Handle (9500 series) w/779L2 curl. Push /Pulls Tice (offset wire pull, straight push). Stops Cipco wall 331, floor 306X, exterior doors 340X Thresholds Pempko Cylinders Schlage (furnish construction cores and replace at completion of project) (removable cores for Owners keying) Closers Surface closure manufactured by Liberty Hardware or equal Lockguards & Drip Caps No other hardware substitutions will be permitted unless approved by the Architect. • <eyina Replace existing exterior cylinders with new finish cylinders. Provide 2 keys for each lock. All locks to be Master -Keyed and keyed different. (Keying schedule must be approved by the Owner and Architect). Finish Finish of all hardware shall be US 10B (cylinder facet; to match hardware). 'iardware Types (see door schedule) Type A - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset 1 silencers 1 wall stop Type B - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" 1 latchset 1 silencers 1 wall stop Type C - Interior Doors - rated 2 pair butts - 4 -1/2" x 4 -1/2" 1 lockset (latchset) - (see door schedule) 1 closer 1 threshold 1 smoke gaskets 1 wall stop Type D - Interior Doors 2 pair butts - 4 -1/2" x 4 -1/2" (1 hinge closer) 1 privacy lock 1 silencers 1 wall stop Door Signs: laminated plastic, blue & white with suede finish: 1 men (with handicap symbol) 1 women (with handicap symbol 1 men 1 women 1 "this door for loading only - not an operable door" ...., .,._.. ., .....:,.._..,....,....— .:.:.. ................. ....._..............».......».—"- :n.x........................... «,,....- . „.- a >..e.x.e..- . r. ... wM47. H.1t 74'e'!t. ?n .« t.. .,..,...:.,. ... :..... rv- ,n- oe«•.s4 xa r.^ ynnsry tn ,.,.,......,,.,,,, C. SECTION 8D GLASS AND GLAZING Furnish and install all glass and glazing as shown on drawings and as required to complete project as specified herein. 1. Materials: a. Interior windows, insulated to warehouse, to be clear glass (1/4” float) with stopped into wood jambs. b. Interior sliding windows, insulated to warehouse, with recessed aluminum frame, grooved finger pulls, show case lock (temper). 2. Tempering: providing tempered glass as required by code. 3. Clean -up: Clean excess putty or compound from glass and surrounding work and clean and polish all glass. • SECTION 9 FINISHES SECTION 9A GYPSUM WALLBOARD AND STEEL STUDS The Contractor is to furnish and install all gypsum wallboard as indicated on the drawings and as specified herein, in accordance with Standard Practices and as set forth in the "Architectural Specification Manual - painting, wall covering and gypsum wallboard finishing ". 1. Materials: a. Wallboard shall be 5/8" thick in all areas. Waterproof behind plumbing fixtures, and 5/8" UL Type "X" at fire wall. 2. Application: a. Board shall be applied using the double nailing method. Back block all edge joints. Provide casing bead at all edges where exposed or in contact with door frames and finish flush. b. Apply additional coats of spackle if necessary to establish a true plane. All finished work must be without waves or irregularities and ready for painting. c. Metal edge and corner beads at all outside corners, etc. Finish flush with spackling. STEEL STUD FRAMING: (see wall schedule) Standard non - bearing framing to be 3 1/2" x 25 ga. @ 24" o.c., bearing to be min. 3 1/2" or 6" x 20 ga. @ 24" o/c unless noted otherwise. Studs shall conform to ANSI A97.2, ASTM A 568 -88a, ASTM C645 -88 and ASTM C754 -88. Submit documentation showing load /deflection criteria appropriate for finishes. Non -load bearing partitions are to be designed to 1/240th deflection at 5 psf. Cross bracing as recommended by Manufacturer or specifically shown by Architect. SECTION 9B - PAINTING SPECIFICATION Scope: The Contractor is to furnish all labor, materials and equipment necessary for the painting finishing as indicated on the drawings and specifications in accordance with the manufacturer's recommendations and the "Architectural Specifications Manual" by Painting and Decorating Contractor of America. Submittals: Submit sample brush outs of each color (3 sets) on approximately 8- 1/2 x 11 size for initial approval. Upon those approvals, prepare samples of selected colors on the final surfaces - minimum 10' wide x full height of wall, minimum 12" x 12" on other surfaces. 4 Quality Assurance Employ only qualified personnel, journeyman, with any apprentices working under direct supervision of a journeyman. Maintain a full, competent crew. Except as otherwise scheduled, use only approved products listed in referenced manual. Do not substitute without owner's written approval. All work to be "premium grade" unless otherwise indicated. Guarantee: Guarantee work in this Section against ordinary wear and usage for two years from date of substantial completion of the work. Warrant work to be in accordance with specifications, standards and requirements incorporated in referenced manual. Examination: Verify installation conditions as satisfactory to receive work. Notify general contractor of any unsatisfactory condition. Beginning work constitutes your acceptance of surfaces and conditions as satisfactory. Do moisture testing (not to exceed 8 %) and PH testing (not to exceed 10 on PH meter). Other Trades: Metal shall be shop primed with rust inhibited primer. On galvanized steel, prime using galvanizer self etch acid primer. Surface Preparation: Prepare surfaces as indicated and as called for in the reference manual and manufacturer: 1) Miscellaneous steel and iron put in proper condition to receive paint. Remove all grease, rust, dirt, etc. and touch -up primer with compatible primer for finish coats. If unprimed, remove rust and scale by wire brushing, clean all surfaces using solvent wash, acid etch as recommended by manufacturer, rinse. When dry apply primer coat - metal ferrous rust inhibitor primer. Have any defects repaired, and then reprime. 2) Galvanized Steel: Put in proper condition to receive primer. Remove surface contamination, clean metal with phosphoric acid or approved solution per primer manufacturer's recommendations. Apply degalvanizer self etch acid primer. Protection: Adequately protect other surfaces from damage, remove hardware, etc. and provide drop cloths etc. as necessary. Exterior Painting & Finishing Schedule: A) Ferrous metal (metal trim, H.C. lift, railings, etc.): - Primer: Ferrous metal rust inhibitor primer - Finish: Two coats Silicon Alkyd Enamel (gloss finish) ..a . .. .... :. .. ... ... ... _.... ,.... .. .... ......_..._. .. .. ._.... _ .. .,.. ,.... -... .._......, ,. .. .. . , .. , ,. , mow i.. w .t «t r xa. ... .i .... ( 1. .rn„Yrn wxr. r. ,.Y Interior Painting & Finishing Schedule: A. Gypsum Wall Board - Primer: PVA - Finish: Two coats eggshell enamel (E.E.) (two coats semi -gloss (SGE) per schedule) B. Wood & Trim -1 coat tonetic stain - 2 coats varnish (1 gloss & 1 dull) C. Interior Metal - 1 coat primer -1 coat industrial enamel Application: Apply paint and other finish by methods generally accepted by the trade to achieve approved finishes. In multiple coat work, provide each coat of paint of slightly different color to achieve required finish. Include as many coats as necessary for complete coverage and acceptable appearance. All work to be done in accordance with manufacturer's recommendations. Extra Material: Leave minimum one gallon of each type and color of paint labeled for project and building, store where directed by Owner. Final Clean -Up: At conclusion of project (or as directed), thoroughly clean paint and splatters from glass, aluminum, and any other surfaces. Take care not to scratch surfaces. Clean residue of work of this section from any other surface and at conclusion, leave premises neat and clean. SECTION 9C CARPET Provide and install carpet direct glue down 28 oz. Designweave Innsbrook for level loop and Fairfield for cut pile, or equal. Color as selected by Architect. SECTION 9C SHEET VINYL The Contractor to provide and install sheet vinyl flooring, Corlon finish as manufactured by Armstrong or approved. Submit samples for selections. Cove base in restrooms. SECTION 9E VINYL COMPOSITION TILE (VCT) The Contractor shall provide and install Armstrong Excelon or approved tile (12" x 12" x 1/8 ") as indicated in room schedule. • C, SECTION 9F VINYL BASE The Contractor shall provide and install Burke or approved 2 1/2" continuous rubber base. SECTION 9G pLASTIC LAMINATE The Contractor to provide and install plastic laminate tops, backsplash and edges of cabinets and wainscot. Plastic laminate as manufactured by Wilson Art. SECTION 9H SUSPENDED CEILING The Contractor is to: 1. Provide and install 2' x 4' suspended acoustical ceiling with 1 1/2" main and intermediate runners, exposed grid, with standard wall angles, etc. in flat white finish. Provide shop drawings of layout. Install with wires 4' -0" o.c. ,#12 wire. Provide additional wires at mechanical and electrical fixtures and designed for seismic bracing. All hangers must be secured to roof and floor joists. Hold down clips as required. (No attaching to 2 x stiffener). 2. Acoustical tile to be Armstrong mineral fiber fissured - non-directional, "second -look" design tile, 24" x 48" x 5/8 ", non - rated. SECTION 91 CERAMIC TILE The Contractor shall provide and install 2 x 2 unglazed ceramic tile in shower floor with coved base as manufactured by Dal tile or Uniq. Use non - staining hydromont grout (color as selected). SECTION 9J SYNTHETIC MARBLE IN SHOWER The Contractor shall provide and install 1/4" thick synthetic marble panels at showers (color selection by architect, submit samples). Glue to Substrata, and seal caulk all joints (no horizontal seams). DIVISION 10 SPEC ALTIES SECTION 10A TOILET ROOM ACCESSORIES - ALL TOILE ROOMS All accessories as manufactured by McKinney or approved, finish to be stainless steel. Towel dispensers must take a C -fold towel. Provide the following: 1. Paper Towel. 1 per sink and lunchroom 2. Roll Paper Holder 1 per toilet 3. Soap Dispenser 1 per sink 4. Waste Basket - vinyl 1 per single toilet room 5. Grab Bars 1 1/4" 1 per handicap toilet 6. Coat hook - door mounted 1048B- - - - 1 per room (if no toilet compartment) SECTION 10B TOILET COMPARTMENTS The Contractor is to provide and install floor mounted overhead braced, flush partitions of plastic laminate finish with gravity hinges, latch, coat hook with bumper as manufactured by Sanymetal, Fiat or approved. Color as selected by Architect. ... .._........ .....: .., ,t. -.'.-:. .. .... ....n.....• «..... .._ ........ ........ .. v-..,........... w... «..w..ev.•- w.ie......uxa..w ...r+c.rrr..n. rnn SS1.. i S'v✓FiYIM_HY.vwMrM1+t"M. }t y,^YfMijd.7:YM)4VI,'�Y'Kiv XalbM4tei Nre er .,_. MSn. 1 • , (. DIVISION 14 CONVEYING SYSTEMS The Contractor is to provide and install a complete and operating handicap lift as manufactured by Access Industries, Inc. Porch lift model 50 toe guard, with enclosed sides, top and bottom call /send switches, power on /off switch with key operator at top (paint to match bldg.) with minimum 2 year warranty. } ( } li • 1 n To �.. ( ^:. DIVISION 15 MECHANICAL - CONTRACTOR DESIGN 1. general Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Mechanical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include one or all of the following (include expansion potential in design): A. Plumbing The design -build Contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Connect to existing waterline stubbed in common wall, existing 3/4" and provide valve. If 3/4" is not large enough, a larger water line can be tapped above adjacent tenants restrooms. 2. Waste under slab, min. 4" dia., tie to existing rough -in 'adjacent to existing restrooms. Keep maximum depth for future use. 3. Provide 1 hose bibbs in new stud wall by overhead door (see plan). 4. See fixtures under plumbing design. B. HVAC The design -build Contractor shall indicate as a part of his proposal, the names of equipment as specified that he intends to use as follows: 1. Gas unit heaters to maintain 49 F in warehouse are existing. 2. Ventilation - exhaust fans in restrooms, shower and upstairs office (roof mounted units). 3. Heating and air conditioning (finished areas only), roof mounted gas /electric package units with factory curbs. Separate units for upstairs and downstairs. 2. Scope The requirements of the "Conditions of the Contract" and of Division 1 of these specifications apply to work of the Division. • 3. Design Service The design -build Contractor, shall provide a set of drawings satisfactory to obtain all necessary permits, required by code. The system shall be designed for the primary functions of the warehouse shell with future office. 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment, design, labor, materials and other equipment necessary to execute the Mechanical requirements described in the drawings and specifications. This contractor is to arrange and pay for all fees, permits, and inspections required for the work of this Division. All work and materials shall be in full accordance with applicable State and Local Codes and Regulations. Avoid cutting any structural building members or undermining any building footings. All materials and equipment shall be installed as recommended by the manufacturers. 5. Utilities All utilities shall be installed and including final connections to building. This Contractor to verify adequate utility sizes for factors involved. Utilities have been stubbed to site beyond any existing finished work (verify locations in field). 6. The General Contractor and the Design -Build Contractor shall guarantee work of this Division free from defects of work- manship and materials for a period of one (1) year from Substantial Completion of the work. Remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee is indicated by the Mfg. HVAC warranty is valid only upon evidence of a maintenance agreement being in force. 7. Shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect for approval prior to ordering the items. 8. Cleaning Pipes, ducts, fixtures, and equipment shall be clean before installation is accepted. 9. =prating and Maintenance Instructions Furnish three (3) sets of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design -build Contractor shall make a record set of all utility lines, tees, and all items buried below slab. Complete and give to the Architect at completion of project. 11. General Design A. Plumbing: 1. Waste: to be 4" plastic under slabs with clean -outs to be flush floor with bronze cover or wall with cover. 2. Supply: all piping to be copper, type L above ground, type K below ground, solder joints (2" ). Provide PRV value inside building. Insulate water lines above slab with min. 3/4" insulation (wrap sink waste also). 3. Plumbing fixtures: a. Frost proof hose bibb in wall. b. Waterheater - A.O. Smith 88 gal. with drain pan. c. Lavatories - Vitreous China - Kohler or American Standard self rimming d. Toilets - Flush valve type with elongated bowl & seat - Kohler or American Standard. e. Urinals - Elongated lip - Kohler or American Standard, flush valve. f. Faucets - Single control lever - Moen. g. Lunch Sinks - Self rimming stainless steel (sound deaden) with goose neck faucet. h. Drinking Fountain - wall mounted vitreous china mounted at 40" to operator. B. Keatina /Coolina 1. Provide standard ASHRAE rated conditions for all areas. 2. Equipment - a. Office: Carrier or G.E. roof mounted units or approved equal. Verify locations and weight on roof with Architect and General Contractor. System is to be a gas heat electric cool system diffusers. 3. Duct system - rectangular metal insulated to provide adequate supply air distribution. All ducts to be internally lined with 1" high density insulation, attached with glue and rivets or insulated ductboard. Ducted return air system (no plenum returns). 4. Temperatures: Office a. Heating - maintain 70 1/4 dry bulb indoor temperature @ 24 F outside. b. Cooling - maintain 78 1/4 dry bulb indoor @ 65 F wet bulb temperature outside. c. Air Changes - as required by code. d. Minimum 1 ton a/c per 400 sf of area. 5. Calculations - The design -build contractor shall submit the following to the Architect: a. Heating and cooling loads. b. CFM at diffuser locations. 6. Thermostats - automatic changeover with locking covers and night setbacks for the systems. (pro -stat) C. Ventilation 1. Toilet rooms - exhaust fans operated with light switch as required by code. 2. Shower exhaust on timer switch, separate wall switch for upstairs office exhaust fan. DIVISION 16 ELECTRICAL - CONTRACTOR DESIGN 1. General Requirements The intent of this design criteria is to define in general the scope and standards of work for the design and construction of the Electrical requirements outlined in these specifications. The design -build Contractor shall use the criteria in these specifications to establish his proposal. Each proposal shall be accompanied with general design (red marked) drawings to clarify his proposal and shall include the following: (include expansion potential in the design) A. Panel and circuit diagrams B. Load analysis (including electrical heat) C. Fixture cuts The design -build contractor shall indicate as part of his proposal, the names of equipment as specified that he intends to use as follows: A. Main switchboard - existing B. Distribution panels - existing C. Electrical heaters D. Devices and special systems 2. Scope The requirements of the "Conditions of the Contract" and Division 1 of these specifications apply to all work of this Division. 3. Design Service The design -build contractor shall provide a set of drawings satisfactory to obtain all necessary permits required by Code. The system shall be designed for the primary functions of the warehouse involved with future office. 4. Work Included The work included shall consist of but not be limited to the furnishing of all equipment design, labor materials, and other equipment necessary to execute the Electrical requirements described in the drawings and specifications for a multi- tenant office /warehouse building. The design -build contractor shall arrange and pay for all fees, permits, and inspections required for the work of this division. All work and materials shall be in full accordance with applicable state and local codes and regulations. Avoid cutting any structural building members or undermining any building footings. 1 � IMti All materials and equipment shall be installed as recommended by the manufacturer. 5. Utilities All utilities shall be installed and including final connections to building and to all utility services outside of the building line as required by Code. This contractor shall verify location of service, and to verify adequate utility size. Utility charges are not included. 6. Guarantee The General Contractor and the Design -Build Contractor shall guarantee work of the Division free from defects of workman- ship and materials for a period of one (1) year from Substantial Completion of the Work and shall remedy the system of any defects developing during this period free of charge. Length of Equipment Guarantee as indicated by the manufacturer. 7. Shop Drawings The Design -Build Contractor shall furnish shop drawings, catalog data, and drawings to the Architect or approval prior to ordering items. 8. Cleaning All fixtures and equipment shall be clean before installation is accepted. 9. Operating and Maintenance Instructions Furnish one (1) set of operating and maintenance instructions in binders for all equipment and devices requiring maintenance or adjustment. Instruct Owners personnel in proper operation of equipment. 10. As -Built Drawings The Design - Build Contractor shall make an exact record of all utility services buried below slab. Complete and'give to the Architect at completion of the project. 11. General Design A. Existing main sub -fed panel of 227v -480v, 3 phase with step down transformer and sub -panel of 120/208 1 phase. B. Power and Lighting distribution - conceal all conduit within the wall framing, and above ceilings with all copper wire. 1. 2 x 4, 3 tube fluorescent fixtures, parabolic to maintain 80FC. 2. For specialty lighting, see plan. .._...... .. ..._......._e....._...,,., ,... ,.:. r.,.:..,: . ... .... .. .. .........._......_ N.+. a> n-- w. r:>, . r aa.«,: v.. nwv+ +r+.vt'fl',nvt.Lva9nr:*nn...,.o- nO,4fl iwkm fNf4"eStY7X'! ' E3'.RnSZ+:rurnmcvR.,...m.,..w. • 3. Telephone System - this contractor to provide and install plywood backboard, conduit and wall boxes as required by Telephone Co. to complete system into electrical room. 4. Receptacles - Bryan, ivory with device plate (ground type). Stainless steel in warehouse. 5. Outlets for alarm and telephone. (4 plex at each space). 6. Switching - switching of lights each office, 3 way in large offices, and roof hatch shaft. Provide dual level switching within 12' of windows. 7. Alarm monitoring installation by G.C., coordinate with Owner. ., ,,,,..,..s. ,,.., >...,.. -.., n:, -,,..r . rv, , ,< ._....,.... .. -.--- ._._.,.. ..r.,,.... .»...., .,...c .w ... u ev,. wwa•- nan+;- r+xwa.,e.- .a.+:+.w.. , . sws: xwr:^<r.V9rx.etl.::.uardwtnul36r rtt; Srtmt�J YSF iCa! ks454!4Y «I..«...o..... M DIVISION 17 SPRINKLER - CONTRACTOR DESIGN Provide and install a complete wet sprinkler system for new office areas that shall meet all applicable codes, state and local, National, NFPA #13, and Washington Surveying and Rating Bureau and Local Fire Department. This contractor shall obtain and pay for all permits, fees, licenses, inspections, tests and any hook -up charges as may be required. Design Building Sprinklers for ordinary hazard. Provide for 4 hose stations in warehouse and fire extinguishers as required. Piping is to be exposed in warehouse with seismic bracing. This contractor shall provide full design drawings for installation showing head locations, pipe sizes, runs, source, etc. Submit drawings to Washington Surveying and Rating Bureau and local Fire and Building Departments for approval. Provide semi - recessed sprinkler heads with chrome escutcheons, center in 2' x 2' tile pattern. V Setting the Pace... MATER /AL HANDLING FAX TRANSMISSION DATE: September 26, 1995 NO. PAGES (1) TO: Mr. Duane Griffin FAX NO. (206) 431 -3665 Building Official City of Tukwila FROM: Marlene Atwood RE: State of Washington - Building Official Signature Mr. Griffin, The following is a letter for the State of Washington requiring your signature in order for us to submit our installation application. Please sign and fax back to our office at (206) 872 -9639 as soon as possible so that we may obtain the required permit. If you have any questions, please call us at (206) 872 -9006. Thank you for your assistance. 4 4A-4—e. ar Marlene Atwood RECEIVED cc: H.D. Campbell Job File SEP 2 61995 COMMuivi j Y DEVELOPMENT 19823 58th Place South, Suite 110 a Kent; Washington 98032 a Fax (206) 872 -9639 a Phone (206) 872 -9006 2700 E Seltice d �dM Way, Suite 2 -163 • Post Falls, Idaho 83854 • Fax i &2a08) � 3Hl 13 773 -7030. E:0ti S Phone6. (208)9z d773 3S -8 j's 8 • I ' A4) L� ' i.rn r° STATE OF WASHINGTON • DEPARTMENT OF LABOR AND INDUSTRIES • DEAR BUILDING OFFICIAL: • • This form is to bring to your departments attention the fact that the conveyance designated below is being proposed for installation in an existing commercial building within your jurisdiction, and this form will accompany the installer's ' Installation Application to our Department. If you have any regulations that would prohibit this installation please notify the installer, and do not sign this form. • Inclined Wheelchair Lift ' - 1C — Vertical Wheelchair Lift ~ (The travel shall not exceed 12 ft.nor penetrate a floor. ANSI A17.1, Rule 2000.7a) , Inclined Chair Lift . Residence Elevator (installed in other than a private residence) • All conveyances shall be installed to code. Any deviation from . , the code shall require a variance from the Department of Labor 'and Industries Elevator Section prior to a permit being issued. H.D» CAMPBELL (206) 453 -8717 • Location Name (for conveyance) Location Telephone.# 12301E. Marginal Way S. Tukwila Street Address city ACKNOWLEDGED EY: ' .. / / al, L - .3..1)Signat "e of Building Official Ti tl \ dt ) 4 / -- ' 76 e_. -J Telephone # If you have any questions please contact the Elevator Section at (206) 248 - 6657 in Tukwila (south Seattle). 2'd .,HM /lnHd.. ';HL I'aS RR':Mt CA, AP ,-1-4C • • r s1.TE c . . e" q lna 11 �i. �1 iI 1�..5 �{III) ul �IJ ' y STATE OF WASI•IINGTON • DEPARTMENT OF LABOR AND INDUSTRIES DEAR BUILDING OFFICIAL: This form is to bring to your department's attention the fact that the conveyance designated below is being proposed for installation in an existing commercial building within your jurisdiction', and this form will accompany the installer's Installation Application to our Department. If you have any regulations that would prohibit this installation please notify ' the installer, and do not sign this form. Inclined Wheelchair Lift ' - Vertical Wheelchair Lift (The travel shall not exceed 12 ft.nor penetrate a floor. ANSI A17.1, Rule 2000.7a) Inclined Chair Lift Residence Elevator. (installed in other than a private residence) All conveyances shall be installed to code. Any deviation from . , the code shall require a variance from the Department of Labor 'and Industries ,Elevator Section prior to a permit being issued. H.D. CAMPBELL (206) 453 -8717 , Location Name (for conveyance) Locate n Telephone.# 12301 E. Marginal Way S. Tukwila Street Address City F .i- 1CKNOWI DGED BY: r - fi ^ i \A' L j To i Le Z b7.e S a of Building Official / O / e ili r C Q tc , 'oc ia • 6 .6) 4/ 1 ,3 7G' Tit Telephone # If you have any questions please contact the Elevator Section at (206) 248 -6657 in Tukwila (south Seattle). 2'd _ i MM /30l1d„ 3H1 13S 8E : 0T S6$ 92 d3S • ...v,......,.-.,+,-.> x. ie,........ a:,,.—. ....:.........».._....... nw.....4 :... M.........:,,..... o. n.........-+-.-...,...,.,.... r,+..-... n+. x«.«...«„.,. n..«........ x,.. ...ux,n•.srr.Gnkul+Mnsrz!r'ax �xu�wnrxvmn'z5't9rtN'kt k;77S ?t.�C1F7tE +., TRANSMISSION RESULT REPORT (SEP 26 '95 02 :19PM) ,a TUKWi,,..) DCD /PW (AUTO) THE FOLLOWING FILE(S) ERASED FILE FILE TYPE OPTION TEL NO. PAGE RESULT 055 TRANSMISSION 9 *- 8729639 03 OK ERRORS 1) HANG UP OR LINE FAIL 2) BUSY 3) NO ANSWER 4) NO FACSIMILE CONNECTION ■ • • :, .. . ,. .... .. .. ....... a.'rz- -•. . >n.. ..... r. ..rtl. rte. .. .ttv;• uaF.a.. six•. se•u�rt *_ : +.rr, '..9y'.. j ,. eSNn'rF+KJn, %:e;5°.""F5r'Y ?l f" i, v JILA� ••q. � •'� City of Tukwila John W. Rants, Mayor i 13� �./// r � r _ ! 8 `�,�' . , llt i? = Department of Public Works Ross A. Eamst, P. E, Dt vctor 1908 June 30, 1995 Mr. David Kehle 12878 Interurban Ave. S. Seattle, WA 98168 Subject: H. D. Campbell Company 12301 E. Marginal Way S. Plan Check No. B95 -0174 METRO Sewer Use Certification Form Dear Mr. Kehle, Enclosed is a METRO Non - Residential Sewer Use Certification Form. Please complete the form and return it to me for further processing. The completion of this form is necessary due to the addition of new plumbing fixtures. If you have any questions, please call me at the number below. Sincerely, ' qtaker-Gr/ Joanna Spencer Development Engineer JJS /jjs Enclosure a/s cf: Permits 6300 Southcertter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 < SWLA kelp �/ Cit o g'uk�n►ila p Z FIRE DEPARTMENT - 0 444 Andover Park East p Tukwila, Washington 98188 -7661 t 'Z. (206) 575 -4404 • 1908 . John W. Rants, Mayor r June 19, 1995 Fire Department Review Control #895 -0174 (510) Re: H.D. Campbell Company - 12301 East Marginal Way 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. An approved 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), NFPA 72 and the City of Tukwila Ordinance #1646. 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 #1646) (UFC 10.503) 2. 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 10, 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 . • r 1LA h Cit o tl ukwiIa FIRE DEPARTMENT -.i G� 444 Andover Park East 0 Tukwila, Washington 98188 -7661 ( 206) 575 -4404 1909 . John W. Rants, Mayor Page number 2 Extinguisher ", with an arrow pointing to the unit. (NFPA 10, 1 -6.3) (UFC 10.505A) 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, 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) 3. Maintain sprinkler coverage per N.F.P.A. 13. Addition /relocation of walls, closets or partitions may require relocating and /or adding sprinkler heads. 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 #1646) 4. 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) 5. All electrical work and equipment shall conform J ■ ■ ■ ■ ,:. _... ... ., .:..,. . .. .. : .......a. ., ..., .,. , .....,.... ..,..- T ,..:.,.,,.. - n w..,. .«...,....». .. «.w.,.nrnvm rrrnrstz - s^S e *�11LA { 44! $' Cit ® M �ukwila "14 _ r p ► RE DEPARTMENT 4 Andover Park East Tukwila, Washington 98188 -7661 (206) 575 -4404 . 19 �>3 . John W. Rants, Mayor Page number 3 strictly to the standards of The National Electrical Code. (NFPA 70) 6. Required fire resistive construction, including occupancy separations, area separation walls, exterior walls due to location on property, fire resistive requirements based on type of construction, draft stop partitions and roof coverings shall be maintained as specified in the Building Code and Fire Code and shall be properly repaired, restored or replaced when damaged, altered, breached, penetrated, removed or improperly installed. (UFC 10.601) This review limited to speculative tenant space only - special fire permits may be necessary depending on detailed description of intended use. Any overlooked hazardous condition and /or violation of the adopted Fire or Building Codes does not imply approval of such condition or violation. Yours truly, The Tukwila Fire Prevention Bureau cc: T.F.D. file ncd • _ / _ r Y,,,,. -:,,, ,, S. A,. -- ,, .T+Y „i .....:r..... ,,,,.,,• -,... . a:T .:•L'4:.., ,ti,"..: j r ?�!NiK•aLS.� }A -- ��==- � ! a' y ' � r + - � .. ..w a.s,A �„' ' DEPARTMENT OF LABOR AND INDUSTRIES .p. THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A Yrl. • !'. 1'1!• [•kit�; L', ! • ' Y it' i '•'i 1 � I. v =F�1 i 1,:4111.14: y �•i.= :r-r'1•'r v:r�:t'i `• y : .,,l ,,I 1 r :� •, • �' ; t �'A �; 1r• :�cR �Y•i �j� IP ' +.i, Y ► [.b 4 ., 4 , N - 4 v :4.1: i f s.r.11�• , V •K,,p.; ' I, t S C••" }!f r•'M ♦`7� r 1s� � , �• � I i;• e 1 r ,� try. `�ii: 1r 4r[ .VW. , t 4 i% >1 - ` ! ~ 11 ` ., . _ i I trA1!1 „ r , , ,,, ' , - ,: .. � I STATE OF WASHINGTON 4J. 1 1,11P:qtdif#IP �t� i . {• 7 ,, . .r.i:9ll;./ 7'• ,•� •.'� =' ! 1 t t lh . � r ll�'4 ?I i { ?'+ h`��+,Stir/.v: ix, 40742 :t 't' t + � 360 st I gOT 'AVE i ... • .. • ,;,; • i BetLL,EVUE , . WA 980Q5 1 it I I3I F625.052 050 (]•flt) ` i ?+a'fi�SNCi'?*!�sCc+ � , .►xs 4 =11=T - a .4V r. r .1' - -ti. 1 �' -- s� �.�• -- �_ --- �.�ss..�,�� .. ..w>- rtx� ..s•+ar•..tY�sts++t.t:"vr m�+r` "' t +• � , ;ax._ ^ • I Post•It Fax Note 7611 oat° , p a U % b 0, hri.Sf Front y ,�. �' � id Kelp 1 •e , • cn, _, I 1 .' i+hOnu u Phone I CITYROF. TUKWIlA • JUL 1 2 1995 PERMJT CENTER • '� , ^ ` v ti� t .,„,,„„�y ODOOR SCHEDULE: LEVER HANDLES: ��INISH SCHEDULE: LEGAL DESCRIPTION: -� •I I' El Existin storefront door re -ke 101,102,103, Floor New carpet, with new oak base LO'T'S 3 TO 0 INCLUSIVE, BLOCK 1, RIVERTON, A REPLAT OF RIVERSIDE 9 Y ' - � ' 104,107,108 Ceiling: New gyp. bd. and paint, INTERURBAN TRACTS Al N ; RECORDED IN PLATS RT I.. 13 OF PLATS, P KI, ► ` xsn H. metal door, re -ke 109 Ceiling: New suspended acoustical the KING COUNTY WASHINGTON; G %CCPT THOSE PORTIONS CONVEYED 6 TO %ING ?At. � SITE'' I g y COUNTY FOR ROAD AS TRANSMITTED BY DEEDS, AUDITOR x/1004 �. E2 Existing 3' -0" z ]' 0" s. c. oak veneer with wood jambs (stain 105,106,110 Flee : New sheet vinyl, with 5" cove #7103260201, TOGETHER WITH THAT PORTION OF 37TH AVE. SOU''FFI '.', � ). j• 1,-i. @ ` �, 9- 107 grade), 1 1/2 pair E n 114 BY ORDINANCE 81122, BY THE CITY • fl 6 3' 0" x ]' de), 1 12 p llst 9Y pan bd. and t o p 11 -0" x 7' " s veneer wi ade), 1 1/2 pair ts, privacy lk, silen2 Floor New carpet with rubber b llstop. with H.C. symbol raised, braille gyp. pain } fE S'1lnsrr�l � L( J �' t., wording, at " c.l. above fin. Cl . on wall 11 adjacent Ceiling: New suspended acoustical the ZONINGAS WAREHOUSE: B-2 REPORT 239?80 -R): MH -P IY pA y. w F k uq * 203 Floor New VCT with rubber base - 2 1/2" to strike. SITE AREA: 53,675 SF u • � I� lk NM V �T T /�\ '� 105,108 3' -0" x 7' 0" s. c. oak veneer ith wood jambs (stain Walls : New gyp. bd. and paint BUILDING AREA (FOOTPRINT) 29,900 SF �_ v, =-., grade), 1 1/2 pair butts, push /pull, closer, silencer, Ceiling: New suspended acoustical the (SQ. FT.) - J2, 900 SF OFFICE w - 1 letep -sign en door 1e5 only "men" sign with TENANT AREA: a 1, I N , a ,/, - handicap symbol, braille wording and raised H.C. symbol. OFFICE 2ND: 2,502 990 SF E MI Efin iii . ti� �� \ Mount at 40" to C.L. above finish floor on well adjacent egETt: Original building was built in 1981 parking provided I � ` .i to strike. was WAREHOUSE: 7,498 SF approved and anticipated offices as follows: - -� LOT COVERAGE: 55.7% v It� . _ , PARKING REQUIREMENTS:. 1 CAR FOR E'A. '2 EMPLOYEE'S WIIRS. PER ORIGINAL PERMIT � ]]0 Same as 105 with weatherstrip in lieu of silencers. g �.cra a���' /// // / �! APPROVED DIMENSIONS Office - 2nd 2000 sf 1 CAR PER 200 SF' OFFICE �1� 'd, 1�Y t \ 109 Same as 104 with weatherstrip in lieu of silencers and Future office - 1st 1200 sf 111 3' -0" x 7' -0" s oak v with wood I T � t o be "anise shower' with handicap symbol WAREHOUSE/INDUSTRIAL 1/1000 5 EMPLOYEES = 3 CARS ti I sign p sym office - 2nd 1200 sf �.M 31 r _ (raised), braille Existing office - 1st 2000 sf z wording. 6400 sf of total office OFFICE 3100(200 - 16 CARS 19 CARS N ' bs (stai PARKING PROVIDED - 31 CARS I . jam Propos office: 3902 sf VICINITY PLAN grade), 1 1/2 pair butts, n latphset, silencer, wallstop. Previous future office: 2400 st 1/1 1000 sf 112 1O'-0" x 12' -0" vertical lift steel sectional door with O NTS slide bar latch and drilled for padlock, hasp for padlock en Therefore 1000 sf additional office converting from: opposite side. 201 3' -0" x. 7' -0" s oak veneer with Wood jambs (stain Industrial 1 /1000 (1000) - 1 stall N CJ grade), 1 1/2 pair butts, push /pull, closer, kickplates vs office 2.5/1000 (1000) = 2 .5 sta e. , wallstop and silencers. difference of 1 stall needed to add (under presentsp code) S 4. P.L. = 300.02' � c, r - }• /I MOVE L'><. MPra711RY HANGWJL w/34.1- A 7PTN AiL G li I a� 2 -o —=k -- I P y z . W ti I a_ r. �\ 0 ` °I �x. 4t4.' -- - up ® BAILEY SALES S H.D. CAMPBELL w • W _ � I ASSOCIATES INC. COMPANY �� o I _ 4 -.; — II 3 1 ° . � Ex. I'd/WOW wru. o 74 Ve' �W szt a - I �__._ N ° A4v- h1ATCN lx i / \I V� � VII ., , o - � �� . x NEW bP /('- MrvoNRY I C�� i l l x wALL- MA1t To . ewp r EXI STING OFFICE NEW OFFICE II -.1 I / - ®� w0 t r x. a v �INrI l 1 1 ,_..i , a III I -NEW 'Il -Ira � L - - - IUIII� c, op - IoDio ' rl I - A w rx (AN CnPlNCr c'7 1111111■ FI Ep �`MP a . . - Gu - CV ' C HOPY� U U U i N�F/HPNPIChh 0 -1 . I I U P 0 a 1 T v q U = U FT , iE E WARP, _ i' vEr-FT" �I I - \� T � �N N1 � f� .. '6'11 WI r A'r /TA - I 11 1 1 41151 ONnNDICAP UST pIN ° gam " ✓_ I 1,,,907-1 �� 9 0 } / F iy�w vr E xl h � f iii T,� Cl... l --� h � ° ,, d' d.o 1 T� 102 -a" 1 1 '1 1 1 1 - 1 1 � 7&n ov5.e,,, ��' �� f 111 1 4 Il NOV' 1 0 PAr -TIP_ HT-16 HT - I a .. 9 9fP6LZ 9 G G I G 1 1 1, p. (211LIN � ���I '_- �! WALL PPTGH 6 AAt, 63' - � �F I 1 3 ��� c i -� co Ph NEEDED I P. Z � m F 1 / � X �P,1.ln _�- �I LLt W T m i ' EX t'9CF b(. (a LAUN(s 54 T. GLnz+NG &X. CriAZING ` - - �-1 2 03 ri • �` LIJ 0- c ,\ ' 1 , , : /, v.,././PIX c Dm OF IONIA ¢ 'a y I �pINLt ��� - APPROVED d. U 4,9W , �)( L O UTN FI COPY 2 w — i al FAhcAR L N1AY S I Lnaemrnd t ae tna Pla cnae np;rn.co .,•, — ` JU NotE 1995- F- P K MpRG■N sa6,act m e ro -a ana a mlaamns an a Ppro d or �,/ /li D 5 Y \:- " -- -- 0 1 ENS pla ns dco nct euthodze the viol ation of e' BUILDING DI/ ~ r - - - -- -- - z:oPtcd code or ordinance. Receipt of c `ISION Q uPnoF-1,64 I I - z _.__ _.__ -._ copy At approved plans acknowledged. �� - - Date 7. /A•(. /S . ()lig - _' Pc Nu. ���/� ,_ gECE1VE0 t _ CITY Of TUKVIIIA _, ,— 7 klII ,„,. - p — N[W 9w0 'LOzvuPGcFT HG UFT, ® R EVISIONS JUN 0 1 N95 TA — 1 E5q5 I 3 I 5 00 Peril, W N I FOF6W GpNGKVr *, w, / PEWIT Ceram 1 1:: , H SITE PLAN NO CHANGES SHALL DE MADE TO PE - III HN 414 WWP pI DICPp LIFT -TION SCALE 1 20 — '�� "^,vA"Rc-_z. I ANa IMY INCLUDE AOaITIONAL PIFN gEVIEW FEES. SCOPE OF WORK WITHOUT PRIOR NOTE: gEVIElON WILL flEOUIgE A NEW PIAN 5UE•,t p< ? � ' - ' APPR6VAL OF TUKWILA BUILDING DIVISION. I'M!, ' �I IIIlgl 111111 °5T li 11l I I r r) I I rT p 11r I i I I I --�. _ . j I I MI 1 - J�n1 T n71 ITml�lrte ' �l 'l l� I I , l.e.... F' . IF THIS MICROFILMED DOCUMENT IS LESS 1 ' rain (DELL.L_UPES: (see structural for special wall framing or gauges) flWINDOW SCHEDULE: 1. 3 1/2" x 25 ga steel furring @ 24" o.c. with R -il A. 3' -0" wade x 7'-0" high in oak frame with oak stops, 1/4" insulation, air /vapor barrier, 5/8" gyp. bd., full height safety or laminated glass (clear). I � r to structure above. B. 4' 0" wade x M1' 0" high with 3'-0" sill height, oak frame ''� . l • 2. Existing 2z stud wall with gyp. bd (fire taped only)- Blow- oak nstgl ade ngr lamanate counter II:) existing _ _ -_ _ _ ' in R 11 insulation from floor to roof deck, remove ex WW' ' O _ -_ _ _ - r 'J . �. _.. _,_ _ _ _ .` - plywood wainscot (to be re -used outside new offices), finish C. Pair 2' 0" de x 4' -0" high with 2'-0" all height sliding wlndow, tape, patch and repair as required, paint in finished oak frame w ith 18. wide p lastic co spaces. (9" inside, 9" outside), with 12" drop front of plastic - -° lam. route the aluminum frame into counter top, oak stops ___ _ 3. 3 1/2" x 25 ga. steel stud @ 24" o.c. to ceiling above, 5/8" on sides and head. Weather strip, routed finger pulls, - - - -- —_ " - -' -_ -_ -- --- - - -' -- - _-- _ " - -'- -- — gyp. bd. each side and full thick sound bait. Add 24" batt show case lock. p on top of acoustic ceiling each side of wall. D. 6' -0" wide x 4' -0" high with 3' -0" sill height, oak frame F 4. 3 1/2" x 25 ga. steel stud @ 24" o.c. or . to structure above o with oak stops, insulated glazing (clear). to gyp. bd. ceiling above with 5 /8 " gyp. bd. each side and .t full thick sound bait. (R -11 thermal insulation to warehouse). O. H. DOOr i E 5. 3 1/2" x 25 ga. steel stud @ 24" o.c. to 10' above finish 10 AI�' DEMIFAH WALL iOrOOK -Q �/ floor with thermal R -11 batt insulation to above ceiling, S with 5/8" gyp. bd. each side. 4' high A/C 1/2" plywood �/ 41TKLIOI'I.IRE- f/ h 1EEL 'AV I 4 & IF I wainscot on warehouse side. e D \ & D.6, WI ft" GTTP. 6D. 6. 3 1/2" x 20 ga. steel stud @ 24" o.c. to c 5' -0" above J 6�5 • ,F RPcll , 2112Y, , I 9 fan, floor with oak cap, 5/8" gyp. bd. e. s., provide angle ) \ \ 1 � y 1 9 1 ' , r anchors to slab to outside corners for stability. / ti \ f � r HIGFt PL�'WaOD V/ANyf./lf' Q 7. Plumbing wall, 8" track with 3 1/2" x 25 ga. steel stud @ - - 24" o/c (stagger each sale of track) with 5/8" gyp. bd. / (i y Y /,/,V ,1 �j ' - - - - each side, sound batt full thick. \ © �/ I P © S \ \ L 1U h h rp /'ll pa fl / - ____ _______, fk 4' (1) U ' g ^ ! O�G� p � . O hil r'E UT � D '�P- ENTIAI� �L © j 4'1)\)@( // � ( � \ N © e 10°1 . i 107 � . SETTI W / KAEGOUYH PATGN °' �1 M' `'' © 1_ 1 OU'f MI I (o ' ( %6" PER- rta' WAFZELIOUS� p AP / �I 4 ► U i0 �t;p q 412 n.. / - woF. D WAI I (ft - • Q ® F EXPo GEI LING 4® / O 6 � I'd -0' 12 0' g•O„ 40"/ p ',. TO W/OF. /I e a rj NIErl4 WALL �` 1 - _ K 5 e 1 • 1 . Tg xhe w 1L �' III II - --i; ci,) -----,, , ,, X -- II , D O1_ ' � �vuE y Tfa ® � - o EXpOgFA FLpO� 1'N" I i rl - ©..., 1 1 � ! STAIR EX WA F , � 5' W NI I �INFO�bFD >LA6 I 0 :� pE AMS Y K0 � r ��l( wt: _ _��. 441! - tVeN �r WA,Lu KIXI 9l •� � 3 Ir I I ° �!�1+ c �D GAICAW I • d '���� ff �/ II�� l . I� ` . ' ¢ P. "o \`I\ i 0 ' DDOR r��t v _� EX III /4 ' � i —I— FjV b l�'.2 � � ' _ 1� 4 ta _ — r � � c oNTINUOLh }PNDRPIL o u — — T 4 ; • 2 N - itttt _ " PPmVE Ge C� a. O PEN oFFIC E � vJ3 r� v �' 3 OFF - � t I _ __ p �l_ 11E 4 AN IN WI. V z z !i iY o tO . © 111 !� ' 0 ° L9I 1 i�v] H W I 13x14 LM ov�v o �� ..�- - F �IDE ,T�PCA�. $ y!� o ©f D _� _ P�wE4 W I© _ �I �a' � m � . 0:31.'fl .,. ,..N.:..g_ - .. ,,..: . _. — pp' _. _ __ _ . r �o PLYW %VANC ,(Ior .. OFF-A - � I G L DW -IN IN4l52XrION n CEILING 'i - �KIy6 =4 -- �..,. ©. .�.. ��I�iH 1ANl' "O t0% v l. ., ® -21 = , p � pUN - Fi -� t ❑ EXPO eD � _ r © t — N E310W - IN IN i _ !' I p 0 - - c 1 r. OPeN D� YICE p : 'I INVO M. WA / OPFIGE O M. l'040,1 ' PDD PLYV./ °p p9400.05- P.9Ar 2 ❑ / d o ,u U O r �_, ©_ xcrr lc iTKPNhf�MEf TT. W _ . I I I . rxPAN L s9 i I`LI v �{ IN �ULATE 9 ' s -. _ -__ - O _ — _ _ E t D t T �^ WhTt - E1EP I j I �, 1111 1 I IG. U I .�� _ 5 1 I, I- I` II O Y [al 0 12 0" .... \ ... Z Q KE =MOVE 7KE 4 +-UP , ' ak Ae, CITY DF TONWM Q. C#1' irr- 1611 LINE, ® APPROVED 'M 1E 0E2 JUL 0 6 1995 / o 0 / / Existing walls AS NOTED U BUILDING DIVISION New Walls J .c c0 x " Walls to be removed W W / � / � CO ft Existing door W m / 1/ W , I New door C L OI 4= 4 -plex electrical outlet CC I Q m 'c (112 Duplex electrical outlet a a U i w '- L At. Phone jack W cd C> F -ONE FI�X� +li I ovv v �I��f LOO - o Data Z = 12 FACE: I /b = 1' "O O/CGU('/\I - I(YI 10 'LE' I yb' I' O � ® Phone /data junction box for panel feed Q © I -box W (-0Trs KEMOVE EXI I — (+LI -I LkM jooL. I. Lock _... v' New walls w /sound insulation and 2'-D" Batt Insulation at coiling each side of wall. T ® /`_?' : ,/' Ex. walls w /blown -in insulation R _ 2 D6KD Floor Drain I ED 1 A CRY Or TECEIV MIL1 —� JUN o Isss H DF Drinking Fountain PERMIT CENTER flip Hose Alb P 1 ' 111i' 1 ' i 1 [Tr -Il' ri f r rr i F I Y " '1 F r i Ti f i l Ii i T i n rili'.I F . . I . z it rUtc tdTronFn MFn nnrllMFN7 Pc I FCC • REFLECTED CEILING LEGEND ( /1 ` NEW 2'X4', 3 -TIFF FLUORESCENT LIGHT FIX11A'iE. V NEW 2'X4', 2 -TUBE FLUORESCENT LIGHT FIXNfE. I`GI PEW 2'k4', 3-TUBE FLUCTE*CE*T LIGHT FIMf$ U I/w CT, AT ALL TIME AS NIGHT LW. b L E 2'X4', 3•TUBE FLUORESCENT LIGHT FIXIIRE, i0 AIK z &S Ill 9 N Ii, I EXISTRY 2'X4', 3 - RE2C FLUOENT LIGHT FIXNRE, L's p TO BE Y ssti NEW 2-112E EE E FLUORESCENT STRIP FIXIU, EITHER 2 2OR4 FEET LONG. Q RECESSED 4¢W INCANDESCENT LIGHT FIXTURE {:{ EXHAUST FAH • ) EXHAUST FAH 4 LIGHT LIGHT VALANCE UI' PARABOLIC LENS. J T FULL HEIGHT @ALL ' .L _ - _ PARTITION WALL, FROM FLOOR TO UNDERSIDE - - OF SUSPENDED CEILIEY. Js ® HEADER FOR OPENING H Mul EMERGANCY EXIT SIGN t I 1 m n � ct m T i EQUAL EQUAL - - w • 5011110 AA z.4 a o m EA. 0 10E or mu- z z p �-tt H 3 I�iTINI? Al act DGJ� ,", "I�,"." N N�l(P NEW r---11 Iq INhu�TIDN • EX G z I � 1 . 1 " "(ErILI( -IT FIXTU N �� O `r 11 , � ®� � �'�.' TFN ¶NG �Jk♦4 1L'f'P -OUI DL -_ MINIMUM 3 "CLFARheACE AT 0LL5ID /�\ Q I ♦ ♦ V a�nTOpoc I NSPUUE • u 1) HEADER- - IU D t, '' " I 1j IWastID1 � ��i Tr�n�T, ,11, 11111 / C I ` , {F, DD. EIU Ny PAIN roo) ROOF Ex P0e-,E12 OVER ii "2o A, r4,1 9 ?105 VELD AbDOE r u 111.1.111 �� C 2q o.�, ¢� Mo IVo*LpT Ory 2G G t Z /2.1 , - LIyHT V41-41-184 H// ^i �S 6j � , . P FAR. BOL LE oy p L G F. GEING II uNuER^-,IDE o A II r pcPOyEV TO ME ZZ . ;; '. „.r..7u R E ♦ ♦ P6W fss , C� © e`� ♦ 1 ♦ I O 1. ���1�" 11 —\ = 11 111 m i ♦ ♦ -Tern uc1L,Z L G/4r/R 1'1 2 m F � FI a L jl�, , ' G I,FG, 74 / 11'T4/F�/x2 ar_ 6pEc,AU4 /zaezE -. 1 1 I w RA __E2�I,a,EOTr, m e T P , ,. ,-o. GG�niV , ' - ♦ ♦ ♦ ak //✓SP0nO/✓, X11.1 11 .1- _ 11 � C ��I �� �� MINN Lief/r1TFIXP✓oE' W fI _ -- CV/ 734‘/M11 /S /OF � /r /�' U L CO ro f \ r37i� _ 01410 "x!410 BE oN W eL f 4— I' j �E30/4T€ CU/I/TO/S > c g 1 - e - - 1 -0" fCUl19 4'E.,,,14/,/1,1,-- / Q w 2 -U 04. I. __Z'O OG,_ yAa — PE op WALL ) � 0. OF G/4NT /Nl , CC Q ' 4 - w rc?LIPI- !- Eau AL _ al ,FF. CL 0 b 1 6015 400 0 I 1 14 ,",1`') r0 2 3 9 ' / 1Zw ` n CITY OF APPROVED IN C t,iZ 2 JUL 061995 I �N ;: AS WILD A// Q O I f - C--1 P GEILaNCT I°I.AN' �EGONb FI.DDY- KEFLEGTEn GE-ILIH4 I NI: N�'7Tr1.001� BUILDING DIVISION - t-' ' " , ,CAL-E: lbn _ l'- . I �J 45C&I,0; /> 0/" r+.MovE. 2. CxIoTIIJC- HI'S FIXTURES AND 00E VE TN i. 44 TA F/-K-4oH mIG GT-A[.IN4 RECervEO TA — 3 crtv of TuXwlw ' a ' V ` e ro.-- 104-144T. RELOCATU W50/1 -Ix JUN N 1 1995 I U6 SWAG "IQ THE WC ci'f PERMIT CENTER ll III III III n II r fl III YTM q, n I III iIT ITT Ilr IIr Ili 111 T(TTI n. Tr I .... I I T I I I 1 'Tr(trTT C 11TH 11...f I 1 r ;1 � T �' I 1.1 A A,, IG IF THIS MICROFILMED DOCUMENT IS LESS Or t-uH FOR , ~ L ♦ . 0 MICROWPvb PAINTED GYP. t; a PAIN oRP•BD. 60. orforiD Emmy h ADJU5IAHIE eFIEWES PAIN1Eb GYr DD PIHIED G BO, JC ' of! PU W PIID GTP• 6D, ADJi1T46' -E ZHIJES N PA GfTP. a 1 IN Lx»¢5 w /WIRL PULL NIH WELL _ i i i i€ k PdIN1Ed GYP. dO, �I ;RoR / SEA iiii unn-TP _ `� courlfEe 1oP ® 4t 6nrxtaSH coUnTfa ToP - ! ' ice / _ ti _. m ' ceAWt¢ W/ r+1L. �� �I .��� _ l �� -- ' T ' Ga4 aA 1- --- 7 2 ��� _ _ v _ _ _ 4UIOF5 �'WI2E PULLS ��sY�o — i�oei �l - !Iit!J - e PCCWY>'Iw �LLh �iac� - -7= 6aGK Oc1�P9 NI GUIDES WI�� � � N , EEN IB - xv.¢w /wIQEWU�i : ���1�. � '^ e o ,no SEA M _' �r �.� 5 CWgp SHi. CO Z o- OPENIN4 M 7 W /2U6 4PA�E 4 10E 9PAGE 1I1 VIN YL 6 A5E p � t-n .4' Fop- PPkPAGEP�'fOR P -D15H- To 9PAGE - WI RURDEp- ISAZE N U yofik4Y'- WI RUD6EPL 6Ahe P ¢ A rl O O O O, O 0 O NOTES R6FHCTEZPTo - MICROWAVE � -y' � r I ` //� A4p G151.IVJK��KEle- N.I.G. _ I I 1 I -F p — tol p EI e— - EVATIOH_✓ t 51M. 21 61rl,® EXIhTINEt 6UIL1- UP ROOFOYEK ,,TH.® Y. TA Co - / EXI p0op 5-(KUGTUKE Oa ill■ All ,L G / / -.►. ___ ��r • I A R -II BA INwLA1{OI` " At! .. .................... �..,,,,.I„,�,,,.,,,,, ,.. Ll,,,, ,„ ,, ,- ,,,,,,,, ,,, �. )1 ,..,. ' ,� ,,, I - - �20 -'� � I X OR I I $ 5/ GYP. 6D. oyER I 2 9U5P ACOUOT, CLG, -) 3� r�1EEL., 3ruIX ■ I (i Zi' R 19 DnT7 INSU Aflo I I �z Ci / I! ! E PINtE2 aye. '. � '11 n SEGTbH 21 1A-9 1 INhULAT1OM I N ti I "IN9u L4-ro I W /5 ° _ C�LA55 WIG f5 IF ULAtION 1 wD• HANDRAIL POYH 51DFh j j z UNDER ofr &r f • 24 - o UNpE¢L T . 4 O VER v x10 ax 4- 2- OZ. W/ix h'IPIFINET r � 0111) ov ER - w 1 J015T5 a 24 0.c.. • 4- VIZ G'' 24' 0.c. ' (0 5U11 ONLY --�-- - °-' - - --_--- _ -- — '�� - - - - ' - '''—�II'6 1 ,� „L,,:,, ! ,,,,,, ii I l ,,,�„ I I v ' I ' � �,,,. ' „ ,,, 9 v$ ,. .,. 0 I 6 1..... IN! *, cLU. 400,1E. , I'` / rr B I NhuL, To i la i,, SIISP. Acou51. GLG. hUSPENPEV PcWI. TG 611-1P141 ill guy N / A PROVIDE GP4rII — G 6RAGNG �LA6 6E wW Z- LAYEe0 $'9 TYPE � PER DETAIL 4../a•-.5 KA1'T I NSUI,A'fION I '� I >- I I .,, J S ` GYP, bD. PAINTED ovePC Z I ` G' 51 1., 51UDS a 7-4“ O,G, R -19 pATT INOULdTICN I I v -• I LIGHT VAL4NGE ' Q ICI may. 5EE MAIL IS/ i0-3 i YNTHE I IL I IA -5 =1 ; 0' 7 2- LAYFglo 5�1 1 j'"'''4 vP � ' x ' G 2 Pa5n c 2PAIHr sill•RD, S __ Q I S O, C EILING Ld NINA1E x/ 1'IAR6i.4 4 I F , PAIW1Eb PARTITION I > V 1, / I I I— t co ( s 1 HIGH 5' 1-16.,H P _L- _ - ' IVI ►/ Z I J . PAP-TieL HEIGHT Wdl.L s '� .a l — P. LAN WAIN Tj I I Z - ` o m HEIGHT / / / / `r - '� I l /1 _ - W W WALL ow PIAS'TiG N % I crm Lro LAMINATE ' 400 CO c � I 2 WAI Nh GO1 o- rc > Q. ` o n , ini _ =MEOW MEIN V / le . _ 1 %RY5R- 567'x' - y ' °'IPL6 ' PL1WD. W 4 4 - d 3 I21PEPnPII =I1 5 1 Z = 1 r'- CITY OF TUKWILA e Q APPROVED JUL 0 6 1995 ,t9 e2 °i W p WALL (E- TIONI 2 STAID CI?O �GTION As RoFE ED O BUILDING DIVISION fig � -n. �n XN•; z''�li�li / • HEC6 cm of 1UxWlu TA — 4 Jun 6 11991 I Knorr COMER • 1 7I ...... ,. - ... mi n.:;;. I I 1 �• IIIII IIII I IIII f 111 MTI I TIFI111Tq 5 M•pIIINfiIl71mIlrrllllil II I A _ _ . I , I F THIS MICROFILMED DOCUMENT IS LESS I. I I I ..., NOTE — . ADJUSTABLE HAD -HELD SYNTHETIC MAREAE I USE N SEISMIC AREA F AS N SEI BY LODE w 51J04ER HEAD ON SHOWER ENCLOSURE 1.8UPPOWSG WIRES TO i y x i GRAB BAR FLEXIBLE HOSE. BE 9 -m GA • 4'' �` a O/C CON NSTALL 42 GAVERTICAL � EC7ED TO EASE 1 I/5 EYE RAPER t TO STRUCTURE CONFUTED TO MAN I I 5' DIA TURNNG BOTTOM 043RD a S/8' GYP. 80. I I ... LEVER FAUCET TRUSS RUSS IIN I — �i NMI I I , N. I ID e' WALL 1 -I 1/2. RECESSED L SCREWS. EF93ED I' MN. p��' INSTALL A SECTION m GA. BTU. STUDS PAINTED GTP. I �I SOAP DISH 3.8'- 0' TOW= 0" STUDS WNERTICAL CENTER OF IRE WOOD HAURAIL 3/4' RADIUS >♦1�" RANMG TM CENTE ALL EDGES 1 6tUD8. STUDS TO RN FROM i P RAOIIS � � GRAB BAR , a� _ AFF. TOP Of TEE i0 BOTTOM Of I "' _ =_u1►_M N STRUCTURE ABOVE CRAP I 3 1'x31' END OF VERTICAL ABOVE. . o " : 1 _ _ AROIND STUDS BOTTOM 'Qi 3-11 W • �, 4 , CERAMIC TILE UV FASTEN STUDS TOGETHER UV V-. pL 7I 1/4" LAG BOLT • T i '- -� __ WATER'RDOF LPER SP SCFEWS AT 18" O/C C� 3' -0' oz. MAX LITER UP WALL 1 / (SEE DTI I 1 �� 1 CONTER RN t PUN _..- • 4 6' MN ♦ CROSS INSTALL RAAVER v 97 GA WFE ce : . o U a CLNTIN0U91 x 3 OCKIN' 2 x b „1" 8 ,' CAULK m CO TILE THRESHOLD OW MAN, ,/ c'- ` pM RMJER o CLEAR CERAMIC TILE / ` 4 5V • a -0' O,L' a 45 AJGI.E MONT ALL ACCESSOREE AT .40" AFF TO &' - g4 j ��� ` M BOTH DIRECTIONS UV OPERATPYa LOCATION SFIOIIER ROOK - CERN7IL COVE ► THE FIRST POINT WITHIN , BARRIER FREE RESTROOM "� TO MATCH rERA 1L 1 s sv M DINER WALL P SCALE: 1/4' = 1' -O S HOWER ELEVATION MAIN RUINER OHANDRAIL VA LA CE A WABOVE PLAN ED BRACING VALANCE AND SCALES 1/2' =1' - 0' SCALES 1 1/2' = 1' -0' SECTION SPRNKLER HEAD LEVER FAUCET NO SCALE F , FINISHED CEILING W/ NOTE 1 - � , .. BATT NSLLATION PROVIDE BACKNG 8'-6 ') )i / 1 :: 1 SETS CF 1 -T13E FOR GRAB BARS X CURTAIN AND ROD NM) NOTE: _ .�. - PROVIDE BACKING IL 4' USE IN SEISMIC AREA 1 WONT FIXiliE6 FOR SEATING (RIOT I AS REQ D BY CODE SADDER D - -. 2. SUPPORTING WIRES TO I •' 1 /0x1 I/1' PARAGEE N DREW/ G AI BE 9 GA. a 4' -0" IL I ' LENS ....__�( ROM RC �� O/G CONNECTED TO H 4 3/4 - VALANCE: GYP. BD. BOTTOM CORD OF INSTALL M1 GA.VERtICAL or 5 PROVE LELEVEL GRAT4 \ TRJBS W/ 1 1/4" EYE WIRE CONNECTED TO MAIN "$ /4' x 4 3H' OAK CAP AT FLOOR M' � � ' I UP TO E. 3. EMBED 1" MIN. RUNNER 4 TO STRUCTURE & AT FLOOR NOD DETAIL / / /• F,EEggED DFA1N 3. UP TO 8' -0" ABOV INSTALL A SECTION STEEL NOSNG aF GLUED PO 1 x 4, STAN - FULL HEIGHT MIRROR R 1 PA4 1 CONDUIT WIRE L �; I ��yy STAIRS AID SEAL FMIEHEG M -r i 1 x WIDTH CF COMER RUNNING THRU CENTER OF 11,1 11,1 V ��? NAILS, EASE EDGES. _ r I PIPE. PIPE TO RIJN FROM `7 , PAINED GTP. BD: ''j-1 R i ENAMEL SOP OF TEE TO BETTOM OF 111 STRUCTURE ABOVE WRAP •-."! , � _ PAPER TOWEL DIEP. RO. _ , - ,.BACKRJ6 r ^, Q$0 E ND OF VERTICAL WIRE - P LAN WAINSCOTED - - AROUND PIPE BOTTOM. oU1 S H' SEAT I _ T - - MM b) W/ BAT 5710 PLU98RG T LLW-L CR055 RUNNER F' � � MS 1 a' 1 INSTALL 91 GA, WIRE II _ �' R 089 BRACING IN EA. 1 L 5/8' GTP. B AN D. PL CO NTER TOP \ P OF MAI R UN m O AID NOTCHED FACE PLAN Q SP ♦ C I1' -0" O/C a 45 ANGLE NER m M `� x 3/4"- ALL FACES ON NOTCH •- O !COLOR BAND TO BE 1/2' SCALE: l /2' = 1' -0' ' 1 ` IN B FIR DIRECTIONS W/ > Mt' 4 Ii. THE FIRST MOT WILLIN 50 4 Q Z ARE t0 BE ENT COLOR/ ROLL IN 61CUER :. Sp 6' -0" FROM EAA n .>' , WALL 2 = _ -- COVED / VNTL BASE MFNS 5401ER SIMILAR v N MAIN RUNNER m Q AK CAP DETAIL OTYPICAL RESTROOM SECTION OWOMENS HANDICAP SHOWER O SEISMIC BRACING oo n 3.- SCALE: 1 1/2' = I' -0' SECTION SCALE. 1/2' = I' -0' SECTION SCALE. 1/2' = I' -0' 9 NO SCALE �v W Z 5/8" WATEFPROCF GYP SO. W CO I - m CAULK TO BACKER BOARD p x W Q W IMITATION MARBLE PANEL a U.. 6 -N m GLUED TO GTP. BD. _ VA • I i V 5/B' GTP. 0D. SILICON CAULK TO TILE I , e .„ I OWS • B Olt RENDER BOARD" CEMENT I, i SC ® ,5 1 1 W - BACKNG BOARD EXTEND le Ul CERAMIC TILE COVED II C 6' STEEL STUDS f � ' 3 10' STEEL BTIDB HEGHT C F H I ETA. VNYL I' BABE '. � CERAMIB TICS O -I-� ^ TO DUT BED SLOPE 1 I _, R STUDS x 70ga . L / /�� TO DRAM C- L ESS I/2" PARACUBE L �� ._ � _ ENS (CHRO E) .. VINYL LINER FABLER PAN LOCATE • U' x I6' SPACING RECESS SLAB FOR SLOPING Y FLOOR TO DEAN CA W 12 VALANCE DETAIL 1 3 SHOWER PAN I4 SEISMIC BRACING @ ACOUST. CLG. 0O SCALE: 1 1/2' = 1' -0' SECTION SCALE: 1 1/2' = r - 0 . SECTION NO SCALE SECTION F– U Z ® a w rR > LI- 2 0 g 3 , zi , ct a- q 1.395....0114 CITY OF TUKWILA t APPROVED Z = p O t JUL 0 6 1995 Z Q w AS NOIEU ///R S FV+ N BUILDING DIVISION W 0 c4 OPTU CRY OF T 1 91 95 ■ PERMIT CE JUN 0 1 1995 TA — 5 ` ■ ■ ■■■■■ MEF - t I �I III T rh r I I I fi f TI NIT f(fI7 II qr'(l i' I' �Tp 1I rI TIr 7I .. ? Im III ... 1 }. . " .. .,.... I I 1 n I lrr!T Eli Tir in lr�ri n1 I Tc Tu MTroncn Mcn nnrIIMCMT TC N CCC I • — 19 � - FLbF STILE - 3 10' MTL STUD i W { GLB. FOR WALLS GREATER Ix WOOD BLOCK).* L. N t' THAI 8- 0' N A, WIDTH UA7N0I1 AN IMNIIIIIWAII NTERSECTNG WALL I VJ' x OAK JAMB e' DEEP L -4 TRACK PROVIDE 11gA. WIRES ATTACH TO x LB. SPLAYED • 45 TO AN /// l 5/8' x OAK STOP WO - 15/e' EYE SCREW • ROOF / r - I SMCKE SEAL i SCREWS • 7' -0' AID TOP 6 WA 1 / i. SEE REPLEC7E . �' SPACE D� OL. (DEEP LEG I - CEILIFG PLAN r ME GER1317. TO 181 °) 1 GCB. \ • ATTACH TOP FINER a 1 OC. NOT TRACK TO CEILING • ¢I '-0" N Y t _ — A TT ACHED TO TRACK CAM x WITH 2 • K V 1 � S\ ,A GYP. BD. BUT LAPPED UP I V8• LONG EA SIDE TO �- SCAM Al Z' -0° OL. ' TRACK- ! TYPICAL STUDS - 3 10', OAK VENEER DOOR UV ; a LAP IVY ON GIB 35GA STEEL • 2P OC. ,� (• v o (FOR WALL RJgULATIRJ SEE - - — 5/e° GYP O. EACH SIDE I NOTE I) 50X0 N5ULA1E WALL TO 10' At . - - CE LOCATIONS PLAN/ 5/e' GYP. BD. EA (TYPE 'X' RATED • CORRIDOR) 1/ FOAM ANY WALL PAIETRATIONS FOR BEND (ELEC., SIDE (FLUSH F61I5442 TELEPHONE, ETC.) I 3) CAULK GYP. BD. TO CONCRETE SLAB. 21 ALT, HEAD DETAIL 22 TYP. WALL TO REFLECTED CEILING 23 WOOD FRAME DETAIL SCALD 1 1/2' = 1' -O' SECTION SCALD 1 1!2' = 1' -0' SECTION SCALE: 1 1/2' = l' -0' SECTION STEEL SPA BRACE • e' -0' TO W F6.!' -. 'F RIRLIN • TYPICAL STUD WALL ATTACH TO TO' OF C NA.L AND FURLN GLAZIG TAPE 1. ' O STANDARD UCOD 57. TYPICAL WALL -'x .4 A r r . Z FRAMM ! I ATTACH BOTTc 1 5/e' GYP. BD. i II (TYPE Se • FIRE r GATT NWLATICN TRACK TO CCNC. RATED LLNLLSJ I S - R -1;:; FLOOR UP RAIDER 1 4 If IMF UVE7f. 4CCU5TICAL BLA4KEf - y9 I AT 24OC SOUJD WALL. -. = . TYP. CCNC. SLAB CN GFADE 2 I FRA 2 Vl' RUBBER N SASE • G., JI ©II'1 H 3 N° x 15 GA 1 /4' LAMINATED OR TEMPERED STEEL S7UD5 • '.� SAREY GLAZING EEL. PANTED BLACK 14' 0/C FASTENED • MAX ■ CAULK GYP. BD. TO FLOOR b OC. 5/8' GYP. BD. S NAND AND NSIIL. 0, M S T � o co NAND CAULK PRIOR EACH SIDE NOTE FOR RATED CORRIDORS: a0 I < Z TO ATTACHING ' I/4' WIFE GLASS N STEEL GLAZING CLIPS TO 10 Z Z t0 GYP. BD. • 2-0' 0/C _ .4 N Q N M PERIMETER OFFICE TO WAREH ❑U 27 SE WALL TO SLAB CD OAK FRAME RELITE /DOOR o� .3 26 ''' SCALD I 1/2' = 1' -0' SECTION SCALE: I 1/2' = l'-0' SECTION SCALE 1 1/2' = 1' -0' SECTION vv 4j ZJ DEEP LEG TRACK W k * co ME= FLOOR FLOOR VY 3 - 1 5/8' O x n < ABOVE SCREWS • Y- 0' 0/C (DEEP LEG'S 2') � . O �� W - SILL BELOW a LL N N __ DEEP LEG ATTACH • SILL 1- /• PVLIP 1-EME = �� -_— ail (1, TRACK- i � AD CEILNG MOM Law - = PANT BLACK � 1...,".... t FLAT BLACK STUDS • 2-0' O/C NOT UKYA BLOCIKAG .. ATT4GED TO TRACK BUT 3/4' x 1' �III -- \ Gam �. ' LAPPED IA' INSIDE 0 GYP FILLER BLACK E J J� EA SIDE BD ATTACHED TO STUD -1�!� Il ��� _ TYP. STEEL it -� N. '�Y �� W NOT TO DEEP LEG TRACK/ ^ 1l 5 � �� 'aS�^ {'! ff'KEF' Sd1T - ff�9 • 4 3/4` LAP I UI Rd TRACK NIEAMESS _ I a _1 �( ' \1�I � n I 5/B' GTP BD GASKETS I/4" EACN SIDE I h N e� \\.�� (TYPE x •FlRE FATED WALLS./ IG . d•L. F.A. Wp( m 1 6\_. 6 FILLER DO NOT ATTACH I, \\\ t GYP. BD. TO y- 1 I(1" RUBBER ACOUSTICAL BLANCE7 DEEP LEG TRACK y, -_ _ - j` •\ \� -- BASE • C4 T 1111 .SAND WALL s d V -jr CAULK GYP. BD. TO FLOOR INN II t ri II IIII=I II 9 �� WALL SOUND AID NSUL. • I. I M . \ \` \ tt� N a O WALL SECTI ❑N PARTITION TO MULLION I 't ,...•; TM 'K � O Nwr 3 1 SCALE: 1 1/2' = 1' -0' SECTION 3 .. SCALE: 1 1/2' = 1' -0' SECTION EVE TILL L7 s. & - 0 1169i MI - fp W W $ IIiI m a �� 1 ix ® ic - WALL GiEGTION 2 0. g E 'E SON. &1 1 • c 1 -Pn CRY OF TORNIO APPROVD sq5.,.... 0 JU A AS NU BUILDING P TU O CI7V OF NMNILA JUN 0 1 1995 TA — 6 PERMR CENTER . . w.-.+.. r---+,.-.a.:_,.,. e....,-v..--:.. J.":.-.±.e._._.. ........'.:- .e....wrvewHw�.[.., .. .. . _. ., -.... ..n . -..... .. . - : :::...: ......... .. v _ 1 I T IIIIiI IiIIIII iiiri II ;7 rnTrjl IIIigr ITIIIIi n �Ti rlrilIT Ir(]11 rir117 I �I I1 .'"' I 11 I f I '1 1 I '1 I T T� l ' i _ .,.. h — _r.•r. rs „nn,I..r., .0 1 «, 1 I �f J � • 50' -O" O 50 0" G E N E R A L O T E 5 O 1.ALL. MATERIALS, WORKMANSHIP, DESIGN AND CONSTRUCTION SHALL CONFORM O� �� 8, ' _ _.. - -. TO THE DRAWINGS, SPECIFICATIONS, AN D THE APPLICABLE UNIFORM Q t ' - t 7D - 20' + 19. _ 19 6" ____,_, BUILDING CODE (t90 EDITION). i ro D @. 1 . . .g ^ - --- - - -- - -- - -- ' - 8 I I _ - , 2. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ,, .. g ( o u t,. m0 0% O CONTRACTOR A SHA A LL VERFY CONDITTI ON FOR I ARCH COMPATIBILITY /,' 0 _ __ - _ - - -- _ 0 ° ' 1 - , � _ _ -__ , -_ _ _ __, _ _ _ L _ -.,___ _ _ _ _ _ _ _ AND SHALL NOTIF Y ARCHITECT OF ANY DISCREPANCIES PRIOR TO l \ \) _,J,_ i. �� CONSTRUCTION + Z . o �I ::::3 2 2x72 T' EXISTING 5" SLAB +S 2z8 ®16 " DC ~ O> 7yON GRADE H 1 ' 3. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND . 7., STRUCTURAL COMPONENTS UNTI ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. a ^ A 2 A 4 l ' A ..- __ -- - -- -- - - -- - -- 4. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY C 1 . C 1 P GRADE BEAM 2_OW I PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES A EXISTING ° N, j '° a -I N REQUIRED TO PERFORM HIS WORK o i ,- o o 1 �_ 5. CO INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO a x ° ® EXISTING 10" REINFORCED 2x4 ®76 "OC THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO SUCRAL SLAB t.- -_. _.._ - CEILING JOIST FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY H) R 4 WILL NOT SATISFY THIS REQUIREMENT. , 2 ° i_ c.° p e 3"x2OGA. STRAP o° x _ CONT. OVE) ALI ______ _ __ _ __ 6. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION _. _ - - - - -- - -- _ - - - -- I - - - -- - -- B - - — — — ■ _ WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR + .,7^ �F t L c E_1 D -7 � CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL b Nry x .� _ _ _ _ ,. B BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE e F - �-� F 1 D -t STAIR STRUCTURAL ENGINEER. - - -- -x - - - - C -t - __ _ w 14x67 C - 1` RE:ARCH. - _ 7. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO I o T `c3 ` - BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING C 1 1 , I „ +' C I � MANUFACTURING, DELIVERY, HANDLING. STORAGE AND ERECTION IN EXISTING GRADE BEAM + I - A ' - ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9 ry 0 .119. - o •"- 5 " I� i 8. SHOP DRAWINGS FOR STRUCTURAL STEEL, GLUED LAMINATED MEMBERS, AND TJI JOISTS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL S ENGINEER FOR REVIEW PRIOR TO FABRICATION OF THESE ITEMS. o �e T N T ■ 1 1.1•,. 4x72 LEDGER ONLY. DEMENSIONS OAND SQHUAALNL TIES ARE NOT BY THE ENGINEER -= `� 1 " ----- - - "' - ` --- = - - - -- I -� - __ - -- __ _ ====___=== - - - "' - - -- - - -- © OF RECORD, THEREFORE, MUST BE VERIFIED BY THE GENERAL CONTRACTOR. A G I DRAWINGS FOR COMPONENTS DESIGNED PRIMARILY BY OTHERS SHALL BE o APPROVED BY THE COMPONENT DESIGNER PRIOR TO CURSORY REVIEW BY THE ENGINEER OF RECORD FOR LOADS IMPOSED ON THE BASIC STRUCTURE. THE COMPONENT DESIGNER IS RESPONSIBLE FOR CODE CONFORMANCE. SHOP DRAWINGS MUST BE REVIEWED AND STAMPED BY CONTRACTOR PRIOR TO REVIEW I NO PARTIAL FOUNDATION PLAN NI MEZZANINE FRAMING PLAN BY ENGINEER s P6 °ED SCALE: A" = P -0" SCALE: 18" = I' -0" CODE' co co p H UNIFORM BUILDING CODE, 1991 I I <Z NOTES' 1) FLOOR SHEATHING 44" T & G UNDERLAYMENT NAILED W/ .131 "0x21/2" (MINIMUM LENGTH) M A- Z I ° SCREW SHANK NAIL. 6 "0C AT EDGES. 12 "OC FIELD. GLUE & NAIL. LIVE LOADS: `i - N < U1 ROOF....25 PSF • WIND...80 MPH, EXPOSURE B � 3 SEISMIC ZONE 3 FLOOR., 50 PSF LL + 20 PSF PARTITION 10 io 3x WOOD FP 3/4" PLYWOOD 3x WOOD IP — OFFSET W HANGER .. 0 O H W W/413"0 M.B. 0 24 "0C SUBFLOOR GLUED & NAILED W /i8"m M.B. 0 24 "0C ® EDGE JOIST CONCRETE: Z_J STAGGER W /SCREW NAILS STAGGER fc = 2500 psi FOR FOOTINGS f_ 3 "x STRAP SPLICE 20GA. x 2' -0" MAX. MINI SLU S SACKS 4' PLUS CI - MENT OR PE MINUS CU 1 a ' YARD : �._L L- _ - "' W /10 -Da SCREWS W ■'_ 1 �� II _ EA. SIDE OF JOINT MIXING AND PLACING OF ALL CONCRETE SHALL BE IN ACCORDANCE WITH THE a LVA w N =� UBC AND ACI CODE 318 LATEST EDITION PROPORTIONS OF AGGREGATE TO Vi" PLYWOOD 3NN "xiN8x20GA. CEMENT SHALL BE AS SUCH TO PRODUCE A DENSE WORKABLE MIX WHICH CAN ONE SIDE S STUDS ®t6 "OC 0 SPLICE BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. 3/4" - -_ -a- - � _ W /N8 BUGLE HEAD 0 FIT TIGHT TO I _ Wt4 BEAM SCREW ®4'OC TRACK T. & e. - 3 x20GA STRAP CHAMFER ON ALL EXPOSED CONCRETE EDGES UNLESS INDICATED OTHERWISE ON V S `11 %" TJI EDGES, 12 "OC FIELD _ _ W/2 ROWS_y/ax2V.•• ARCHITECTURAL DRAWINGS. LIN 0 1 16" TJI ---7 ------------ 16" TJI % ` _ 48" BRG R BLOCK EDGES 11 - I - - - 60 0 61.0C wI4 BEAM - W/2 -38 "0 M.B. W /2 "x20CA. STRAP STRUCTURAL STEEL: WEB STIFFENER RE: PLAN WEB STIFFENER _ ' - - - --- T.- - .77.7 - 77 - ;7=T- - ; — TUBE COLUMNS SHALL CONFORM TO ASTM A500, GRADE B (fy = 46,000 Psi). EA. SIDE TYP. EA. SIDE TYP. T.S. 31Rx3✓z COL. -- - -- ,, (Y psi). ROLLED STEEL SHAPES SHALL CONFORM TO ASTM A -36 f = 36, 000 si 0 16" TJ140C USE SIMPSON L83516 HANGER w14 BEAM - -- / P 3/401/2 3/401/2 x 0' - 70" WELDS NOT SPECIFIED SHALL BE 3/16" CONTINUOUS FILLET MINIMUM. ALL WELDS TO BE BY W. A.B.O. CERTIFIED WELDERS. USE FRESH E70 B 11x.8" TJI35C USE SIMPSON L6351I.BR HANGER RE: PLAN ■ ■ 0/2 EXP. BOLTS - 200A. TRACK EMBED 5" W /.140 "m RAMSET ELECTRODES. SUBMIT SHOP DRAWINGS TO ARCHITECT AND STRUCTURAL ■ 10 OR EQUAL PIN 4D 6 "OC ENGINEER FOR REVIEW PRIOR TO FABRICATION OF STRUCTURAL S ii I EXISTING EMBED 13/4" IN CONCRETE MACHINE BOLTS TO BE A -307. FABRICATION AND ERECTION SHALL BE IN GRADE BEAM ._. 16" TJI 0 16'OC ACCORDANCE WITH AISC FABRICATION AND ERECTION SPECIFICATION AND w CODE OF STANDARD, CURRENT EDITION. 2x4 FLAT BLOCKING 1- . STEEL STUDS, JOISTS, TRACKS, AND DIAGONAL STRAPS: F Q 7 1 18 AND 20 GAUGE SHALL BE FORMED FROM MATERIAL CONFORMING TO ASTM A- 446, GRADE A, GALVANIZED, Fy= 33,000psi. 12,14 AND 16 GAUGE SHALL BE pj Q1 SECTION A -1 SECTION B -1 SECTION C -1 SECTION D -1 SECTION E -1 Fyy=50000psi; OR MATERIAL M A -446, G DE GALVANIZED, FyU50,000RPSE 50, 0 SCALE: 1 " = 1' -0" SCALE: 34 = 1' - 0" SCALE: 44" = 1' - 0" SCALE: 30" = 1' -5' SCALE: 36" = 1' -0" ALL BEARING WALL STUDS TO FIT TIGHTLY AGAINST TOP AND BOTTOM TRACKS O WITHOUT GAPS. Z FRAMING LUMBER: W ►� '∎ FXISTwG 2 X 4 STUDS H.F. STND CITY Of TUI(WRA DOUBLE STUDS - T -- . 8 E...._____„--- P. C, WALL 2 % 6 STUDS H.F. #2 f6 = 1000 psi APPROVED W 3x WOOD R 4 X LEDGERS .. D.E. L #2 fb = 1250 psi W MPSON s / )10 SC S EMBED Dx4 BOLT W 3G "0 M.B. ®24 JUL 0 6 1995 0 m 7r # EMBED a" STAGGER LUMBER NOT NOTED TO BE D.F. #2 OR BETTER. a & NN"Ax & 38 "mzt' -2" A.B. AS NOTED SIMPSON LTT206 k 0 ®48 "OC CONFORM TO WWPA GRADE RULES FOR WESTERN LUMBER - -- BUILDI - "�6 DI `, C.� CURRENT EDITION. ALL BOLTS HEADS AND NUTS REARING AGAINST WOOD CUT WASHERS. ALL WOOD IN CONT h - - El___ - � - T1 0 If WI H CONCRETE OR MASONRY ALL GRADES SHALL CONF SONRY SHALL BE P ESSURE TREATED. MAXIMUM R REC ', A MUM ACT E 2 i w - I' MOISTURE CONTENT 19% AT INSTALLATION FOR ALL LUMBER. STEEL HANGERS C VIM �ya� 77a TO BE SIMPSON OR APPROVED EQUAL. FASTEN. ALL HANGERS AS SPECIFIED ill , -- 2.8 ®16 "oc J 0 11995 W /LB28 HANGER BY MANUFACTURER UNLESS SHOWN. w im 11 � TJI JOISTS: PERRY 0o CENTER E. W 6" TJI - MANUFACTURED BY THE TRUS JOIST CORP. IN ACCORDANCE WITH NER 200. NEW CONCRETE MANGER 2-2x12 — • FOOTING RE: A -1 WEB STIFFENER EA. SIDE TYP. PLYWOOD: FE E FLOOR SHEATHING 3/4" T & G STURDI -FLOOR UNDERLAYMENT GRADE TEL 324 - 6180 if - - 4212 LEDGER FAX (208) 324 -6248 L 2' 0x2'_ - 0' W "m EXP. BOLTS ® 16 W14 BEAM- W/ EXTERIOR GLUE MIN. (EMBED 4" MIN.) RE. PLAN ALL SHEATHING SHALL CONFORM TO U.S. PRODUCT STANDARD P.S. 1. RICHARD HUDSON I�I CURRENT EDITION. GLUE SHEATHING PER APA RECOMMENDATIONS. NAILING & ASSOCIATES, INC. S — 1 S 1 SECTION F -1 SECTION G -1 SEC TION —1 SHALL BE 10d SCREW SHANK NAILS AT 6 INCHES ON CENTER AT PANEL EDGES CONSULTING ENGINEERS AND 12 INCHES ON CENTER FIELD SUPPORTS AND AS INDICATED ON PLAN. DE 1 SCALE: 3/4" = 1' - 0" SCALE: 44" = 1' -0" SCAL 3s" = Y -0" f 1 NAIL EMBEDMENT 1 5/8 INCHES MINIMUM. GAP SHEATHING AT EDG 1/8 1605 12TH AVENUE, SUITE 16 OR AS RECOMMEND BY EPA. CALL ENGINEER FOR INSPECTION OF NAILING SEATTLE, WASHINGTON 98122 sommaNJ BEFORE COVERING. -_... .. .,,. _ . •:-[: =.gas. _ _ _ ...-. ,. ,. . I I TTf [)T , Tl5rlllLlTtnrf fnlnnl'111T1rt nII1Tl f11T1TnIII11Ii� FOR T6 to "t1� MIT, I __l �.r .c 1 rec