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HomeMy WebLinkAboutPermit B95-0202 - TW TRAVERSO TRUST - WAREHOUSEThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. B95 -0202 TW Traverso Trust 12119 East Marginal Way South RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = Brief Explanatory DeSctiptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that Personal Information — social security numbers are a private concern. As such, individuals' social security numbers are Social Security Numbers redacted to protect those individuals' privacy pursuant 5 U.S.C. sec. DR1 Generally — 5 U.S.C. sec. to 5 U.S.C. sec. 552(a), and are also exempt from 552(a); RCW 552(a); RCW disclosure under section 42.56.070(1) of the 42.56.070(1) 42.56.070(1) Washington State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card Personal Information — numbers, electronic check numbers, credit expiration 6,7 DR2 Financial Information — dates, or bank or other financial account numbers, RCW RCW 42.56.230(4 5) which are exempt from disclosure pursuant to RCW 42.56.230(5) 42.56.230(5), except when disclosure is expressly required by or governed by other law. ... �. > .. t. .. ,......, h.. 't .. �xr r .. ... .0 . .. .r ✓r.✓ .. .. m.:. a. +x•o }.: ....v.MY': ,r .: 1: re. Vii. .., r .. �, h° Sx< re..:r.. k.a ,� r M #'K ti ?r Fr�S4++fc RI\VEK SO tioe ui5T bq5,0a0 " .. .: :: ' •.... w rs;::. -! n. r.:. •'r' .i,rz: .. .. .... ... .... °^C. .. .... .. _. ........ ^fW' -" .'3? .YkY!X ? '.'°. • J0 .. t ( 4 : 2 ' Cit o Tukwila • � ; City of John W. Rants, Mayor .��• NI.: )8 h1►.. Department of Community Development Steve Lancaster, Director 1908 March 20, 1996 Cheryl Gunderson, Vice President Pacific Northwest Bank 11100 NE 8th Street Bellevue, WA 98004 • RE: B95 -0202 T.W. Traverso Trust Pacific Northwest Bank Account No.: 30931554 Dear Ms. Gunderson: The City of Tukwila hereby authorizes the release of the above mentioned Assignment of Funds dated January 5, 1996 in the amount of $4,200, If you have any questions please call me at (206) 431 - 3671. Sin ely, / • n�fiin ` Building Official Enclosures cc: Scott Traverso City Clerk .Or il m B95;Q202` 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 City of Tukwila ''. DEVELOPER'S F. EJECT 'WARRANTY .,_Y REQUEST FORM : '.. , :. ::•:• . .:.":.:':: • ::::.::•: ' ::: :::,;. .:.:::::.:,,. :. :::::: ::. :` :::::::::: ::: :. : : :, :::::::::: :::. :tip;: ?.L • s ,c : aN :i. ; �::: . : : . :: : : : :: .� . to is r ad' >1 b : :< .rir�! fl r n c9e . o r. <f ou � rat 1x� > ::; or at ..b .ur > :s NAME OF DEVELOPMENTC 1/, 1 1 L 54 _5 DATE: l 5 /' © z D �- , DEVELOPMENT ADDRESS: /Z//, —4 glif ' /ll./,1( 2 ?S) g PERMITNO.: qs -- CASH ASSIGNMENT NAME: • ; , , TEL. NO. t ar/ 7— 7 Z) ? : SHALL BE REFUNDED " BY MAILING TO: ADDRESS: //p? s ' ( 0 (please print) CITY/STATE/ZIP /54: c Ctl'/7 Dt� DESCRIPTION OF ITEMS TO BE COMPLETED (REFERENCE. PLANS/DOCUMENTS WHERE ITEMS ARE DESCRIBED): t / 7 /->A/4 )774.26' e' As the own pat prized agent of the owner, I hereby submit cash or cash equivalent in the amount of 4 Lf l/ ($150% of value to complete work described above) and attach supporting 4 documentation for value of work. I will have this work carried out and call for a final Inspection by this date: ( 3 / 30 / 49. ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If i fail to carry out the work, I hereby authoriz the City to • onto the property to carry out t completion of the above deficiencies. I further agree to complet II w st ::rabove prior to requesting inspection and release of these funds. t SIGNED: e _.„,..„--1.--c t; .s TITLE: // k • lY•Y:.P.:..atvwvca%NR4V?1,Q\ •.: '.: ': V:: ' ...:.. .... ...... '............. Fft ..., 0.4,,,,t .a: A::M.: .»W..'n.>!!!. . .. ... . ... .. ... , v/a •••• „,,..„ /MMVN • SE b e :. by . ate THIS FUND IS AUTHORIZED TO BE ACCEPTED. SIGNED: DEPARTMEII HEAD: x AMOUNT: a ' 0 CASH 0 CASH EQUIVALENT DEPOSITED THIS DATE: z CiTY RECEIPT NO. I` RECEIVED BY: t r xc .. --- vriossiw- '. -r—.:h.z...nr -; .i.'xw.ao. wSnw. ,a .•• ---• ••••.•• k- .o...oa --• • •-••••••-)4 . • SFCT1ON 3 ( computed y ig► ",o�slapor,) .. : 66 ... : ,,.,,,,,� ...... tir �.,.. /11t ,��r;, identified in Section 1 of this form has now been completed . 72 HOUR NOTIFICATl dl FQ4 id returned to department which authorized warranty. I hereby INSPECTION AND RELEASE OF FIR ' . equest inspection and release of my cash/cas equi lent. DEVELOPER'S REPRESENTATIVE:: d, _ w __ DIM.: 3 { . I have reviewed th above work and f �.,�, it ewer.. . blo id therefore f `. � _ <`� it�<be cvrr� "reta�d « : ,a�'. : < » : > � > :< : ; : < ; : ; <;< : � o� � a o e - W"• --- � •W • authorize the re's se of the '- brave cash assignimnt. CHECKED BY: . AUT?OrIIZED lW: r y(� I.)EPPARIMENT: v(yj 7 ' fk 8. 1::10, = aS e); ' ;s. Z1 ::r,.; " � mss. ,. � 8 ' 4 . .. r X:' ,,,,,, . , . C(. Aaccc uo a .:9'«6or.A.:;•i.ws;ri::. v+: i'.yv.: ' �'.6iM:Xw�I,.'w +y . •!7! . .. '.`.� %�]'.�i�' : - yvaa :o' SE :CTION 4 (t PR C0f't10&!04P ` Cfl • a ?f$V Amc}t,mi: CASH EQUIVALENT -'• LETTER AUTHORIZING RELEASE RELEASED THIS DATE: i CASH CITY CHECK NO. RELEASED 3Y: FINANCE t RELE NC T. a ,.a;.xs,>x+vcc cc ca•:aa:w:uccax ..,...... 'YC ; ri..•.......rw F', '.13"0 .:,;a • . . 7" .... ;Q. -:.. ; ,.w.ww::.'t.+ "'MO�iT """ ' t , r ===al $� t FIN C !7E ;' Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: - Developer send copies to: - Developer - Finance Department - Finance Department - Permit Coordinator, DOD - Permit Coordinator, DOD oeii3/90 • City of. Tukwila DEVELOPER'S Pl.JJECT WARRANTY REQUEST FORM w yy ......................:.... .... . s�i :x cal r : .: :::: ro r ►d . .: : .. : :: :: : NAME OF DEVELOPMENT: � i ' K di C Z <--c'd (...-'Es DATE: © DEVELOPMENT ADDRESS: /011/ .ff Gf/a/KS//r) //1),G(_ /a f)S0 PERMIT NO.: - DZVe..__ , CASH ASSIGNMENT NAME: 7:W ,7;i4veI{S O [0.05T- TEL. NO. 277 - g) 70 SHALL BE REFUNDED : ADDRESS: I(� ZS - ,s - ' BY MAILING TO: (please print) CITY/STATE/ZIP AC GC kV a . 1 8 Z) 6 1. DESCRIP`' -" OF ITEMS TO BE COMP ' (REFE NCE / , � LAN _ �� / L / i. P SJDOCUMELTTS WHERE ITEMS ARE DESCRiBEDI: CJ� X . a As the owner, or)thorized agent of the owner, I hereby submit cash or cash equivalent in the amount of $ 5• Z-673 V: ($150% of value to complete work described above) and attach supporting ;: docurientation for value of work. I will have this work carried out and call for a final inspection by this date: ( 3 / 3c) I ), or risk having the City use these funds to carry out the work with their own contractor or in -house manpower. If I fail to carry out the work, I hereby authoriz: the City to ■• onto the property to carry out completion of the above deficiencies. I further agree to complet: all w`, . is ;d above prior to requesting inspection and :: r of these funds. ih _ .i SIGNED: A d ar TITLE: / � ! 9:] xwFV+ w. : nNV, t. vri]+ nWy". vlxavw• n.: w: w: w!. vkx' w+:! F'h 7(:+•::- ^ y:.: x. v,! nv.:• 4nvty+ n:: Ov.: vn:.. yn. :•. n•.. n!.}w.ti:w. \vwx:lviAY..vY.v!r: J.! M•! nwxnyN: n` a'!! r] Ni` :a }w],ywyn%!!M.!:•:a.vati::n:nK .a•nxalx%+!Mw::.:!b.: �:.:r!a]w.,:wxavti ]yn4a:.vav,.Y.} ACCEPTED. RI TO BE D TH ZED O T F N IS AUTHORIZED S tiN �.lto ba csxin�rlated' my �lty. �tRi�,...: THIS U SIGNED: DEPARTMENT HEAD: AMOUNT: 0 CASH C) CASH EQUIVALENT DEPOSITED THIS DATE: f,. CiTY RECEIPT NO. RECEIVED BY: FT. :.%:: .. t!^:>. nti.. �C•.\ v:..:::.::::.:^. ii•:.. n].::: n! in: C.,.:... ::]i..:a:.;.iy.. \....[C:a.: ::.. iY::•fti•]�:<: ;:::•. n.n.. n ,.].M• !! MAP' J. ?'.a: NC. y!!! rynvyy.:. v. K••.]: K!• Y• v: :M]]it!M::y.[•'(•]y]cf:K,!aYx : Xyn]uv..r : r:.r .:gnn.n :; .v::.:n! .: .......:... t . ;. :•n... r. S 't±TiION 3 to be cwt leted b dein9 . ::, ;:: .. ;. .... : ;. :::.: ,,., .., •, ,, ., :, .•:, , , °:::: :: Ail work identified in Section 1 of this form has now been completed I 72 HOUR NOTIFICATION ... and eturned to department which authorized warranty. I hereby - INSPECTION AND RELEASE OF FUNDS / e est inspection and release of my cash/cash quit/ lent. < DEVELOPER'S REPRESENTATIVE: .4/vt /r _` DATE: 3 7 9Xi have reviewed the above work and found it acce to !e d therefore (to be co0$0.0d 0, Clay �tatf} <;: P authorize the release of the above cash assignment. . CHECKED BY: AUTHORIZED BY: DEPARTMENT: ., "�9a' !A' YlN . Ml.• i:: 4'f.:.'.::.i:tia:: :i: ::.v,:::... ;..: ii.]: ir..:.:.. ..... > SECTION 4 (to pe c omplt ted by t r , sift): `` AMOUNT: • CASH EQUIVALENT - LETTER AUTHORIZING RELEASE RELEASED THIS DATE: • CASH CITY CHECK NO. RELEASED BY: , FINANCE DEPT. •. - . >a'...: ?.%• x.), »»%.cax:V:4rx {xc•]1.•]r:!aR ..c.x• + :.vn.x.*W . ....0 /S:]:d:,r],w,:; :t: ccsaxwxa;:! a?., v>: u.'. ,xo:ur.o;,xtacxww::ttar»...x.cx. :a<[o:y:.c.» cwrxa::w.• w: <tv cc. x, , ;:.a:.•...x..'. ... w•xw..nr.. »x• Upon completion through Section 2, Finance personnel shall Upon completion of entire form, Finance personnel shall send copies to: - Developer send copies to: - Developer - Finance Department - Finance Department - Permit Coordinator, DCD - Permit Coordinator, DCD 00/13i90 r•:1 . ..,.: wt .m, ...rt...,..r rxxMt^ .....c . ts. -,..r �x ,rCf�1��t aJ�4 , t, f:. m.s . eU +.s. .. ,, t. t2' t , d "" ? ' { . .. .r isk'f�lti`? .t"cs.,,A1° �f'?++'. �,. . .. ........ ... ...... °t.a . �.� .t . .;.h.. •rixt' !n' ile . f. a !- . +{EYtrx_c ., ,pt<- 7 � ' � + t+ 1' • r . .. , .rY Y 1, f Q vt .N4 •4:10° i r 0 City of Tukwila John W Rants, Mayor W ` ail/ { N ti 11 %;/ s Department of Community Development Steve Lancaster, Director 1908 March 7, 1996 Cheryl Gunderson, Vice President Pacific Northwest Bank 11100 NE 8th Street Bellevue, WA 98004 RE: B95 -0202 PNB Acct No.: Dear Ms. Gunderson: The purpose of this letter is to authorize release of. the Assignment of Funds (enclosed) for the above referenced project. If you have any questions with (this matter, feel free to call me at 431 -3663 c -r it oh Jimerson As ociate Planner enclosure cc: Scott Traverso 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fav (206) 431366S ASSIGNMENT OF FUNDS This Assignment is for the purpose of fulfilling the requirement of the City of Tukwila for outside painting requirements, which is 150% of the painting cost. The undersigned does hereby assign, transfer, and set over unto the City of Tukwila all right, title, and interest in and to Four Thousand Two Hundred Dollars ($4,200.00) of savings account number in Pacific Northwest Bank, Bellevue Branch, for the T.W. Traverso Trust project located at 12119 East Marginal Way South in Tukwila, Washington, with full power and authority to demand, collect, and receive said deposit and to give receipt and acquittance therefore. It is understood and agreed that Pacific Northwest Bank, Bellevue Branch holds the said account in its possession and agrees to hold $4,200.00 until the Assignment is terminated pursuant to the terms herein. If T.W. Traverso Trust fails to comply with the requirements of the outside painting and does not cure the deficiency within a reasonable period of time after written notice from the City of Tukwila, the deposit shall be released to the City of Tukwila on demand. If after inspection by the City of Tukwila the outside painting is in compliance with the requirements of the City, this Assignment shall terminate and the City of Tukwila shall have no further rights or interest in said account. Signed and dated at , Washington, this S day of r iMAikt 1 , 1996. By 6 r 2 ` )14 . ,�egp Title db~i . Address I' vC 4 QP 1 + aid m Phone 637- `tbC3 APPROVED AND ACCEPTED: The undersigned financial institution accepts the foregoing assignment and to hold said account pursuant to the terms thereof until a written release of this assignment from the City of Tukwila is received or until the City of Tukwila exercises its sole power and authority to demand or call the deposit: Account No. ?.)( Bank 7. ' ,, • , - alc Address / / /GYM /t/g. W- c - //eV /,CP hAgRaylphone /Y) / /2q gO Signature &ate_ .4 , . Ar.., A ,. Title UP Date /— f �p .. .. ... . , ..,. ... , .:. ICE. HEBERT construction Inc. 3615 WEST VALLEY HIGHWAY NORTH, SUITE 101 AUBURN, WASHINGTON 98001. (206) 931 -8888 • (206) 931 =0186 FAX January 3, . 1996. • Scott Tray erso • 11025 S.E. 60th :Street Bellevue, WA 98006 REFERENCE: TRUCK TRAILER SALES 12119 EAST MARGINAL WRY SOUTH TUKW ILA, WA Dear Scott The cost for landscaping per plan for the above referenced project will be $3,500.00, Please call If you have any questions. Thank you, HEBERT CONSTRUCTION, INC, Sal I l e Humphrey Project. Manager cc :. Roger Hebert • • • • C Construction Inc. 3615 WEST VALLEY HIGHWAY NORTH, SUITE 101 AUBURN, ;WASHINGTON. 98001.. (206) 931 -8888 • (206) 931 -0186 FAX January . 3, 1996 • , Scott Traverso 11025 S.E. 60th Street Bel Bel levue, .. WA 98006 REFERENCE: TRUCK TRAILER SALES 12119 EAST MARGINAL WAY SOUTH TUKWILA, WA Dear Scott ; The ..cost for the exterior building painting for the above referenced prof project w i l l : be $2,890.00. Please c a l l if you have any questions. Thank you, HEBERT CONSTRUCT ION, INC'. :, : Sal lie Humphrey. Pro j :ect Manager Cc: Roger. Hebert City of Tukwila (- (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: B95 -0202 Status: ISSUED Type: B -BUILD Issued:.08 /23/1995 Category: NCOM Expires: 02/19/1996 Address: 12119 EAST MARGINAL WY S Suite: Location: Parcel #: 102304 -9075 Zoning: Type Const: VN Type of Occupancy: WAREHOUSE Gas /Elec: Wetlands: Slopes: Water: UNKNOWN Sewer: Contractor License No.: HEBERCI131DB TENANT T.W. TRAVERSO TRUST Phone: 206 838 -3474 SCOTT TRAVERSO, 11025 SE 60 ST, BELLEVUE, WA 98006 OWNER T.W. TRAVERSO TRUST Phone: 206 838 -3474 SCOTT TRAVERSO, 11025 SE 60 ST, BELLEVUE, WA 98006 CONTACT SCOTT TRAVERSO Phone: 206 277 -8170 11025 SE 60, BELLEVUE, WA 98006. CONTRACTOR HERBERT CONSTRUCTION INC 4302 B ST NW SUITE D, AUBURN WA 98001 ******************************************** * * * * * * * * * * * * * * * * * *** * * * * * * * ** ** Permit Description: CONSTRUCT NEW 10,000 SQFT.CONCRETE TILT -UP WAREHOUSE. SETBACKS Units 001 Front: .0 Back: .0 Buildings: 001 Left: .0 Right: .0 Fire Protection: SPRINKLERED UBC Edition: 1991 Valuation: 195,400.00 Total Permit Fee: 1,614.08 ******************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** S Pe it Cer r Authors ed ignature Date I hereby certify that I have read and examined this permit and know the same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other state or local laws regulating construction or the performance of work. I, am authorized to sign for and obtain this buil ing permit. Signature __ Date: 445)4,5 5 4,5 � Print Name: c_zG"=C:247: 111.A.(2 Le a2 Title:__ This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or ?: abandoned for a period of 180 days from the last inspection. xi 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. COI , ��•CI Sy 6'yh. f2 t t ► .t 1 s CITY OF TUKWILA - -�i.,;. fir'. %' Department of Co ,,nunity Development – Permit Center.,,,, ,� tit _ 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 180 flf (206) 431 -3670 • Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER ri,t) . kn U k- SO SITE ADDRESS SUITE NO. • 13 - 0 ab 1 1 (ci ansi fl'1file IN /1 I Wy S — INSTRUCTIONS TO STAFF • Contacts with applicants or requests for information should be summarized in writing by staff so that the status of the project may be ascertained at any time. • Plan corrections shall be completed and approved prior to sending to the next department. • Any conditions or requirements for the permit shall be noted in the Sierra system or summarized concisely in the form of a formal letter or memo, which will be attached to the permit. ® Please fill out your section of the tracking chart completely. Where information requested is not applicable, so note by using "N /A ", date and initial. DEPARTMENTAL REVIEW "X" in box indicates which departments need to review the project. DATE DEPARTMENT DATE IN REQUIREMENT S I COMMENTS :; ..... APPROVED :. . BUILDING - 6 Z/' 6R. CONSULTANT: Date Sent - (0 � -.C. Date Approved - _ initial review �� �� C (ROUTED) i5 -T 1 FIRE FIRE PROTECTION: Sprinkrs O le Detectors N/A FIRE DEPT. LETTER DATED: INSPECTOR: . INIT: . LANNING fe \ 4` i ZONING: BAR/LANDUSECONDITIONS? • Yes No REFERENCE FILE NOS.: INIT:._._' MINIMUM SETBACKS: N- S- E- W- C'i PUBLIC /l� 31/pi UTILITY PERMITS REQUIRED? Yes No �" PUBLIC WORKS LETTER DATED: WORKS I NIT: ' O OTHER INIT: _ r24,4ll qT TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): X BUILDING - final review INIT; ' 01 Yes O No I Cr q 1 ` (BUILDING W,1 �� OFFICIAL INIT: - 0 REVIEW COMPLETED AMOUNT CONTACTED .._._ 5e0if OWING: _ DATE NOTIFIED (� BY: Ki‘j1(:) d ( init.) 2nd NOTIFICATION BY: - (init.) 3RD NOTIFICATION BY: _ (init.) : (A 01 ' al ( 4P 1S t 00 - P D 14 i BUILDIN PERMIT • ---dligilli APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 206 431 -3670 C DESCRIPTION AMOUNT RCPT # DATE ) ��? BUILD PERMIT FEE . :..75; SC:� . PLAN CHECK * (J ,i PLAN CHECK FEE NUMBER I 7 �/ , C C BUILDING SURCHARGE G 0A1PP MUST: BE OTHER : ; :%FILLED' OU T COMPLETELY TOTAL /. i4. S : /6 : SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ \ZI1C Z-.7:./q 1 c-r 2Sb,00 PRO T NAME/TENANT ---, ASSESSOR ACCOUNT # l I \2 i�12ua I l S i j ) ._ 1 75 TYPE OF New Building Addition Li Tenant Improvement (commercial) 1 J Demolition (building) _WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: (O o . 5' 0; ' • 1/6 -GI,° liltJ0/ BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: — 1 - 32 .. t,< 1tA1 L F s--4 LA- S ?6�10rs WILL THERE BE A CHANGE IN USE? ricl No 0 Yes If Yes, new building requirements may need to be met. Please explain: SQUARE FOOTAGE - Building: (D ( 6 p-{) Tenant Space: Area of Construction: lvQ 0 W LL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? _WALL .No 0 Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: . 0 Automatic Fire Alarm System PROPERTY OWNER - -TLC --:- - 1 0 � C - - VLS 0 - " - / t 5 T . PHONE 227 c , P ADDRESS (OZ$- s —&071 • LL., WA ZIl % CONTRACTOR E F 0-1 s ' v PHONE �3 _ cgr ADDRESS .?) �O� v cc C L e Y iGfL' ? 4 J, 5 „ �o-- f0/ I ZIP c.g 00 ,r WA. ST. CONTRACTOR'S LICENSE # ,/ - siEea` f3 i DA , EXP. DATE ARCHITECT /' PHONE (�•2_ s te k ADDRESS to - ©Z`4 / r .ti 1 f 60. k 4 ZIP C� 6 / _ ,I; HEREBY CERTIFY :THAT I HAVE R • U AND; A ., AMINED :: APPLICATION AN© KNOW :TH SAME TO 'BBE :TRUE A COR RECT , ,AND i AJAIJTI,,;,i,i,” D :iTO APPLY F. OR : .THIS PERMIT..; . :...... ..: BUILDING OWNER SIGNATURE ApP2r DATE 0 / - - AUTHORIZED PRINT NAME s , r) X74 v 0 179 PHONE 177- 17 b AGENT ADDRESS /(02 �, 5 ` , &, j1 CITY/ZIP 4 . 0 Isoa&. CONTACT PERSON ..�'. 1 �� - P HON -�� _' 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 I 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 Departvin Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED ACCEPTED UN 1 DATE APPLICATION EXPIRES RMIT CENTER `_ • • . . CURB. CUT/ACCESS/SIDEWALK. Permit No: FW95 -0243 - �.- Issued: 08/23/1995 Status: ISSUED . • . Approval Letter: 08/10/1995 ' Project: TRAVERS° TRUST. • .. . Expires: 02/19/1996 • Site Address: 12 119 EAST, MARGINAL WY S . - Lacati,.an: 12119 EAST MARGINAL WY S . • . . Parcel #: 102304 -9075 Watercourr.e: • Wetlands: 'elopes: . • . ' . Sewer': : . • • Water: UNKNOWN .. , . .ontr•actor License • No. : • _NANT ' • ' J W TRAVERSO TRUST 6 0 p TRUCt:,, TRAILER ':. ALE'_��.,..�1: A GI3 1T:UKWILA WA 98168 • 4NER, T.W. ••.TRAVERSr.I TRU.rT `'`'`'.fyone: 206 8'38 -3474' SCOT'! TRAVER':�U.�(}2"5 S 611. ELLEVUE:''* �k* 406 :rNTRACTUR HEBERT CON':�Thl��''TT0N .. t Flt i4e . 06 _731 - 8888: . 3615'• irtES.T ` CEY HtlY. A�UBI ;,.,WA9 94001 A, Alit, y '�GINEER.: SCOTT T •1 "� 4S11% . �, . ,f`pl one: ` 277 -8170 •110 /6 2 )3,. ' ` 0Tl• .. B.E xLEVUE z9 °' ,� \�• • 4*• k'*• k*• k**• k*:• k **•k *,�k''.�F••k• ***. ** * k'k * * ***k* *•MPlo h*"k *• .%k * ** *�4* * *:k *. Additional Pet). •.De '••,r•� ' gy m • v. , ACCESS/FT LANE F. N N W . BU�I N r , i ..: 0 ` 0 ,'+ Existing ' :aqua F / e� r t: ` p Y , �,,c7ua rN Fe • New Soy a // a Fe.(�e t •1 O 0 11 ` �3 J. ' tan Fee G 14- 1"5`..0,0 ' Acct r InSpec , 00/3 04 A 400 . P 1 an C e c t;. Fa_e•.� • c ;" ,1 011 {,./,:.'',� ., :Obit /34,'51'830' }L t, » _ Acct Na C'�t 0 • T AL FEES r w ' `,,x,25.0 ANWI), t . ', o % `. r • :.ing Count i Va k l . uAitr1 % 'on .r ' ,,,". ' / � \ i \ , :k k• k• kk• kkk •k a. ue ofiCon tr•uct ? . 00 k * * ** ** * * •kk �• k•0* -4 ** `* *•k:kk 'k rk•k 94 •klk * *,k* ** 4 kk *•k•kkSk ** kk*k 'k k* •k ** tC s.. wr ' u ' ; f 1 / /' ki :: `- ,, .v ,.ems;.• !• r.;'r I hereby ac!lept th 'per to abi,.d,era ppl icabl;e ,sec t4 the C i t y of ill E w ii l 'S.:, 'S.:, $491 Muni cipal 1 Code . We a g r "e'e''K tha t��the- •C.1Lt of Tut• ;",141,1,.. s�l)� a �l 1 be held harm 1e. s� : : 'o,r any claims ar - isting.) a. rresc �t of pr•o 14e.i.t, Perini is whi_ ,� hae/e 1pps•ed beyond the ,e >;pirat•ion� daes :.ha1 requ�l a • Z / a re' -appli cat of the rj pe iit th '`sough th l' e 0 i ayii'dItiona1 fe e ‘M ` c, / p ``•. \\ f . fi r` /w' THE' ;MU APPLICANT`ST NC),:ii1=. Y : THE.. CITY IN'k'.F O COMMENCEMENT AND Cr�MPLETI,ON w rOF'.WORK AT LEAS .4,".24 -J IN ADVANCE. TO SCHEDULE AN INSP CT,I'5M'' CALL 433 — 017 9 . 4. t. s. '4' e c , e ' ,.../o.,,..., a.�..i h 1- signature: /`.'. " Rc—�— V. 2...~_1 r*****• k• k**** kk* b' k***** k* ik• ***, ' k' k**** k*;**"• k *. *k **•k*'k, * *k ***kk.Mb:k :•k. ** A*•*A****•k* *•k•k * *k:4* APPROVED FOR SUANC BY :'..,:‘,.1J5:7:..., . G .d. ' t.. ,.,,.. :. :�, :. tt i u e d B v. . i L v-7 --' .-' y, , •• Authorized Permit Center Signature 4*'AA*•A *•k k•k** A * ***•k * **•** *'A* A ** *•k*•k* A*•4•k•k A'A*•A'AA•A'A * *'A'A A'A* k*•k ***'k* A'Ak *•A*•A'A'A* *"k A*•k* I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards, and conditions for the project approved herein. Final Inspection Approved: ' Inspector Signature Date • „ . .•,.• .. ........ .............. a -..,.. ,...;u•::a.n. < r:,. ;:r..yx•a: =�rx r: iYr.:.r:: ^ rr.,.+.....,,,.,.......... v.,�.,,..,.;,e;o.a_t >tX:q.:'t ". .., ,.d`d;F tgn' R�:-.:.,. Nrrc?•at,'m'Egnio.q „ra•:3"aS . ( t CITY OF TUKWILA ' Address:. 12119 EAST MARGINAL WY S Permit No: PW95 -0243 Suite:' . . : Tenant :. T. W TRAVERS° TRUST Status: ISSUED Type: PW-CCAS Applied: 05/08/1995 . Parcel 4:'102304 -9075' . Issued: 08/2 /1995 . •k • k •k •k •k • k •k •k 'k •k •k • k ' k * • k •k •k 'k •k 'k •k k •k 'k 'k •k •k •k k k - k •l •A k 'k k* k •k •k k 'k 'k •k •k 'k A •k •k • k •A •k •k •k ' ' * 'k •M •k 'k •k k 0111* k •k •k •k k 'k x k •k Permit Conditions: ....--- •w” =w' =•- rte •,,.,,, 1 ACCE ,,. PERIMETER '.:!HALL ,BE 6NIii'Rt:ED. W ; :•W:ID.E THERMOPLASTIC. • „,,,,,,,,,,„ ,e, .........• ,• • 4 ti,,,,,,!.. [sr /, ,..ssA j ,i ""•-” ' . ,i•�,. • y . ,� L ,,,, . . C 4• C a ¢ a • ' . Ti \ • ' • " '” ' '• • • . #4;4/ r r 0 Lt' S .' \ • . . i /," tt I t. eilt. % 14. 0r.i • te f .. I . N.1 ,tk\ \ S) " '''.\\If() p.' (%., • + 44'. " ‘1 k..6, . AA 0 1 et \ \ • . I - cu.e' � r 0 ), • j , • ; e,4 ' , ' -'' , I ' ' / 7 if � f `` yl. • ' , � � � ( ( � 1j�`,y 4. PP * M U ,". ... ,.. t 4 r=f41: 0 31 , . : , t..z...,/,,,* />),.. • 0 , PATVIii . ? II ' 44 . . k'14 1 17 / 7 .7 . t . , N, e ril } Co • X.41.\ `\ 'y y ` V u? da =1( t � w«y " , r b � l r r Cj ♦ , „L x+ iv v�k +tii . Kn ' 4 s .Fir m • • • STORM DRAINAGE 614 AA v i . ,. Permit No: PW95 -0244 ` ,.. k Issued. 08/23/1995 Status: ISSUED Approval Letter: 08/10'1995 . Project: TRAVER'S° TRUST E;:uires • 02/19x1996 i S i t e Address: 12119 EAST MARGINAL WY Location: 12119 EAST MARGINAL W`1 S Parcel 1 #: 102304 -9075 Watercourse: Wetl;ar),ds: Slopes: • Sewer: Water:' UNKNOWN Contractor License No.: • TENANT T W TRAVER'SO TRUST • TRUCI'. TRAILER 98168 OWNER T.W. ALE':r,_ 1r?_11`y:4;E MAP'f.,I N ,,^';":T.UI�,WILA WP T.W. TRAVER'O TR � f•' „ ;:�..—,........., ';t }, (,, 'r:w 838-3474 �' �. p. T • �,..` ,,. -„ A •.,: N t ;r:'.h 3 rl t? L rl b SCOTT TRAVER':1C�;: - y1 ;•1;1Y`'SSE 6,Ct1,' T, BCLLCVLI ,{�ti 9L' CON TRACTOR HERBERT CfON'a.TR,LICtfiON r,, ' >` r , W `'� a , 361 5 WE'�nT 7 L'EY HW ` { UBU 44-' , 98 U 01Lt •. r � � ` ` 1 : c �',, , ENGINEER SCOTT TR• ,,ER_nl!4.P.E;j1, 4h �1 27 3170 1 10 - 2 5 a. ,,`h 1 r. ii i' ? • y 1'' 1 Tl f . ,.> ELL U ;K w.a !a L o t : > �, , >� ` f,; {� / ... „, , •A• 'k :A 'k •4 .4 A k •k , k 4 4. 'k •k •k •k .N' ;S N P k '4 • *k �':' k .4: 'k :4 'k 4..0; •k •A k '' A. qt, 'k '4• •4 k A•; k 'k k k ' 'k�k k k A •k •k •k •k�k `4: 'k 'k `4?4 �h• 4 •4 'k •k 'k k •a * A• k A •k •k a e,/ if., ' 4. j � or r .i tt ' P.ddi tiona1 'Perm,,,.. ` t ' ''�` . r � ' J i T,'.4_ ''o I. r ` 5 • CONSTRUCTP ORM DRAJNPGI= SYSTEM rI'R� •NE. BUILDING. ^ '4) ' �'-y ' ' r”` A. . E.''.i :.tin�7 '�ItJI f 0000,n....- tir ; l y, r ,, r Additior)al t � �,ouar � e „r'eet� • • r New �J ;r 'e Feet . ° '`. •, f. ;; t.,, . 4' S ; ;:as c c,, In:oec.tJ,i;.on Fee ,;3 ,(:::: 15-0,0// ", "r.cct "No': 4'12/1,4Z‘ y •'34 A Z 400 P 1 a r) i ; f "r. 4; re ' --'l r �: -'. , •,1 �! ,, 0 , e' e: 111. 0CI ' '" 4 1 ...... ,. P,c�: t No :i r0`00r _I�4%) B .I TOTAL F' E L- '' , 1 , „ ', r "' 'k • ' • :4 • -A• •k 'A I i n u Coun t Vi 1 ua ro r. .'.. t ; .?. ; . t r.. � .,, ... ,Ja,,1,U e'" of �r : ar)_.tr'uGC, , j, 0 . A •k •4 •k •.4 •k •k •k •k '4';x••4•':•4• •A . M •k 'A• • •k :4' k • k k �k. •k `k'.'I .k :L k xk •' A k 'k 4 Iv k . I. 4 •A AI 'k :k A• k k k •k ;k •k •4• ' k k k'htik'k k'k'k 4 h A k;k ^k:4 L J - ... ` ?,r1 i %:? r e n 1 `i,1 •l -,app 1 i cab j e s ec 1,•.y k k k k k k . I hereby iiC'C. t this L' +!'.r'rrr'it..o� t I L'• `''t, 4Yb . �Ez: } �`" r1 iV, t t,i o ry r I, the Ci tv of Tuk: .wi 1 f a NJuriic,i Code. We .a ±Yr'rer that t�'h e:-..0 .i�.ty of TuE;w,i 1a 2:11,a9 1 t be held ha?'m1ess.. c1r� "a'll o any r1aim ar'i rito.ji ' "''` ' '� s.; "�a r• �. u 7 t o f r ;`t f) i.s, � 'i� r o i'e t?'t . Pcr'Irl i t: wh . 1 c h . ha'ie lap S r �. D ' " n n =' ":'a ' r l'd be !Q r) 1 Cite L .L ?;1 ' r`3r l Qn ��at :..I1C11 1 t r•e- aC u,.ance of the Lei mit" 0)0Li;oh,, the City at s.•:an; :a `d' 1 'r e e . f rr • THE APPLICANT'','MU':.T N THE,, CITY IN ""PEC1'1:mR OF COMMENCEMENT AND: OF WORK AT LEA'S `24 H�.,L�. IN ADVANCE. TO SCHEDULE AN I sPECT i:IM'./CALL + =433- 0171. 1 - igfl tur•e .� - - - G( �, .. 4- . bate: v S Z .: = •A• :4 •k •k •4• •k •k •4 •4 •4 •k 'k •k •k •k •.4 •4• k •k •k 4• k 'k'•k • I' •k 4• k •k •4 t4 •k •4 •k '4',k k':' k ;•A' 'k •k k 'k 4' •k','k •k k .k •4 •4 •k k •M•k;k 'k k k k •4 k 4 k k k 'k •k '4 'k 'k •k •k 'k •4 •k •k APPROVED FOR I..1UANI. C B ..:1, J,1'•1.., :. 0.i:': ., issued By: V 1 ® ' ,_. %. ;r'.• • , -- Clete Auti fir i zed Permit Ce' •er Signature A :4• •4 k •k :4• •4 •k t4 k •4 •4• ••4 • •k •4 •A• •4 •k k •4 k •4 •4 •k ;4 :4 'A• •k 'k •k '4 A• k •4 k, k •4 •4 'k •k k t4 .4 k •k k •A• •k k •k k '4 k k •4 •4 t4 k k 'k,•k 4 •4• k •4 •k •4 •k •k 'k •k 4 '4 4.4 k k I hereby certify that the permit holder whose name and address A ) � � gad ire.: appears on this record has .satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector '_nionatur''e Date ___ • .. �:: :<,:;.:..:... n:.,.•,...,...,..•... „, ,:,. ...... ... .... .... ..........•.. -.. ,..•...,._,,.<:�.rr.a. •r. ,s .. ..r.u...r. . x..,,-' sxa; x; �n.F^Gr2v-:1,Y:zYfM.Y't.•Pt..,! .r.,. ,.n.«. «.., watt.: rs.:! n67t' t!^_N..fli+g.*.'.!'!ls;!Y.tntfR reFi•+• Mri". t`?: ,'fx'VY3k:m?KN^^di':S21G{�4;Y:. �,' • r (_..' CITY OF TUI WILA , ' • I Address: 12119 EAST MARGINAL WY S Permit No: PW95• -0244 Suite: Tenant: T W TRAVER'S° TRUST Status: ISSUED. Type: PW -SD Applied: 08/08/1 995 Parcel #: 102304 -9075 'Issued: 08/23/1995 •k •k •k •k 'k 'k •k •k 'k •k 'k 'k •k 'k •k 'k •k •k •k k •k •k k 'k •k -k 'k 'k k :4` k A :i •k '4• .k •4 •1 •4 •k 'A 'k •k 'k •k k •k k •k 'P 'k 'k 'k •k •k .k 'k 'k 'k •k 'k 'k •k •k •k 'k 'k 'k 'k 'k 'k 'A• 'k k 1 . Permit C o n d i t i o n s : .,_.. >.,_..�•...,_,�_,,� . • 1. Tern rporar'y erosion con tr .j k'r' "'" �- s as •,4, i • :.ib:e ::;.. --- -- - :. --�,1• ' °, V' implemented l e m �. rti t d �� the first order of A bu Lr a r''tu " r even "r ::�� t i on Ott - '.i to .or into ex i t�j -r storm dr��in'a,�.e foci 1 i` � ` ,` i � The ' site sha11 pe r e.ros.i�o�h cont�•o1 m e..d.:..u'r..es in p l ace as : oon' a s": h kdi o f t oe t�i i e i r e aC, o1 4'3 p ';� • S., e ar+ a c 1 a �� r• �� li(i. Y Il �� 5 1:e @ i. , completed a � ri i�+$ri.a ry Go,� Final In'3:DA ;tio ; �� i 1, g� / _ 93 4 + ■ . W.rir 0 ...mg I 4 i'l . 4 ` 1 1140 1 . ., - '\■ f' A . ast 0, ,,, ; ' ..\\ 4\k %\k . N> 1 Al l4 \,\\\ /lie 1 4 k) zi , 0 '0 ''''' V litil • 4) 0 1 6 . o y •. 7 .4 ! �J .ir � � !may • ' t o i jj ' 4 ,t, 4! R .� W4 w.. y < .13 1� 1744' it • y r ,+ .s::,.w.., „ ,... • / J . . , S , . i � ; ; i r ., "' ` , i ; ,,) ."`' } 'Y ,.!fl "N , � .' } i y • r , ^ } {'l''', :` 1 ; ,, -"''' ,.... y i. �l�} i,., 'l�: f. "....� .l , •^ „ i••,.w 1 s..r .� 0 fi'.,1�A j "1 t ' "' r � ti '4 ., ,) ( +I 1 f/irJ,i ri° y f r / y .` y� �'' rr J ;,tit " r,1, :. �! . • N. . 4 'A;, v na't { • l ' } v 1 ' s r' y i,.' /" ,. .6' f ,.4 \ �` 1 > 55 a t t , . \;; : : ;. „'k %' 'r r ,, , tih � ''i " ' , q t r }r ''*:,!.,..1."':' J,.',:," /' • ' - ., •.'`ti`` ‘, 7 '` : , , � 3 1 1.. .,, ;r 1141"9 a ,... ;t: x+ •.. -- — ''+'k•'f `4.,v,„ „.✓ . :_,,.. __ . • - . . FIRE LOOP/HYDRANT • Per ( mit No: PW95-0245 \- • ( : Issued: 03/23/1995 : Status ISSUED* . Approval Letter: 03/10/1995. Project: TRAVERS° TRUST •. •Expires: 02/19/1996 Site Address: 12119 EAST MARGINAL WY S. . . . A..ocation: 12119 EAST. MARGINAL WY.S : . . • . • ParcelAt: 102304-9075 ' : Watercourse: • Wetlands: . Slopes: . . . -. Sewer: . • . . • • Water: UNKNOWN • . . . . :ontractor:L icense• No.: • . INANT; • T. W. TRAVERS° TRUST... ,• ' Phone: 206 833-3474 : .:.-.:: ..,:: • • SCOTT TRAVERSO. 1102.54:" WA 93006 • ',./NER,.. • T . W . .TRAVE R 0 . TRII,Clir:' -, -- '"'.'"' -- =-4,...._Ifk:!•.t:ift . f', : 206 838-3474 • • • t. _...---. • ... .. . .S,COTTTRAVERS.0.14T;1 25.1:, ' "TT, BELLEVUE;"-WA98.006 NGINEER.. :.-SCOTT.••TRAVERYP:Pt-, : • :•. .... . . i5rV'k,n6 '-'77-317d . ... , k - :' r:::•;''' s : *• . 1 I 0 25; . S E ',„6.411 ,(3' ER EV - WANA9.3066, : dit, At . ., , I A 1 4 k :k l e * k 4 * 4 . 4 * * i *,,.*.g.9.9 * 4 .k. 'Vt&i.. * * *** * * * * * * * * 4 . : ; : - . • . .. A.:109/, • sti, AF, '-.4, . , • 0 0 ri, 0 45 e , < 0 .„ .. 14V _.: 0 1 . s\' Additional Perm ttilDesor: to tvii : . 4e ir .- e 0 . 0-N4 ,,.., . .,,. . '' - DOUBLV , DETEATI) CHEt V e. VAL\g,PER CITY * • . e.. cr) k • ,:•,:- TUKWILA; '3T.ANDART . . .. . • G. . y■1 WI:: . r ' - 1 %, ( • .1.? _.40 . ),)\ . • • o r Svf / EXiSting SqUa're/Feet: e '' t, A ' ddi t lona 1 oScit“re Fee 1 • ,. New S q (101.t F e,t : 4 ,..f) I \\. 1 \ , Z:-. '', k,c . .. / .- o ... ; \ 1 c . 4` jr i I .'",t:., .‘, i„, -., / e . . o s e 4v ....eA \ . . • ...,..• ' . a e.g InspeetWpp Fee : --- 001k' .....--, . A c c t No ‘l t ,„:.,404, 6 01/:.. 4 00 ',.... Plan CI1*.k •Fee. t ° f '' ... 1 . 0^r-0 0 A . v...' . A c c t * I N o , q0Orktit§. 830 4 ....P.,,a 0 ' a . r"... .... ..i..\'17:71, iv .. .4104 1 0 TOTAL FEES:. 0 , 0 Z...._ _ . .• • :. e ll • . Y dl .f .. " "..L" ---'"-- It' Slit i( Vit/ r . 00 • . .. . ,- -----,......„....,:\ ,:‘, . ....$ w K i n g . .Count. il... 1) • • I • / , 7 IX • ' • • IN V 1/ I e t r u c t orY f1 • . t e ..,.....-- .9* * A lc 'k :k 'A' %A * :11 rk 44.1‘ *, :A * 44* * 'io * * *44 'le li le ik :k4 * • le: ' *,* * :k 4 .N4 11. 4411 'N A * * * * k * * * ': ' • : '" : : 1411' ' '40AA . ' 41 At I her e by ..,,.....----7 il 1 / ...‘ ,,,___ . r . • , tt . .. .a.c cp orttt,t4i s o p e r mo,t' p d , a ,gve . 't , kb,1c1 e,,....V II a p p 1 i c a b Ke ' sx °s o t the C i t y • of Tula . M u n i c i p a l 'Ood,e,.. a qrse t y o f T u If i 1 It s 1?i' T a 1 1 be held harm 1 e fiof. a l 1 d ,o r any claims a r 1 's +in g a's • 6`..--r-esut of t. h i s . Per m i t s w h ITaltle 1 a r s e d beyond t h e e x e „ a a t - t o i d i a . t e s h a 1 1, ei r e e 4 r e -a o p 1 i c a t 16r) . a n d r k e i i f , s ; u a n c e of the p e r`ml t . , . , t . 1 1 r t o ` u , l a i t l e r it v .a.t$2143) :6 i t i on a 1 . . t . ) ,.,\ " t ee . . .:-.. 1 %, .1%, 4 Tr 0 . i 44 ```Act • i fig i V .. . , ‘, 13.1. \ C. " cs • , • • . NV \ • i \n, ssh 0 f°V 1 THE APPLICANTAIST NOTIFY(=THE CITY IN,ig.PECTOR49COMMENCEMENT AWE? aOMPLETION OF WORK AT'LES A 24 RO.' S fl* SCHEDULEtAN I.NSECTIO4tALL 433-017 -' •.0 4: t 0. 4.; e,l k ('‘ iL // 4.4 • _Date: e Z 9 . 9 I t . /4 1 • . l , . I , .A-0( *1(4(.1 4 •k •Ai * le 1 .k 1. .k.k** * :Ark lc le * .4( •i ‘ .k 1 e lo *4 . 1.. le le,* *3* •; •k 1 ci t *4 . k • k 1( . :k k I i :1 * *.*: * :14:k :k 4: * ..k k * 4 * *k :k :k * 'k 'It ,..„., APPROVED FOR FSU NCE'BYOJS „•.:-••:-•.,• I / • V ..,-, '7,•,”' e ...::<.s1 Issued Bv: 1 ....'• ----:::::Dat.: ,. ,. 2 Aut Permit Cente ***************k************kk********k*************************************** I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standards and conditions for the project approved herein. Final Inspection Approved: Inspector Signature Date • • . , ... ..:...... ..:,,:.,• ._ ..... .................»........ .........,.:,,•.r,....„ c..,, ...x ✓>•. ., t;^P1' M 9.kJaT ., P' , Y':'s Wl,.Ww, m,n. ::Jr:aYbA'f:'( .. .. S?'Y�:d#S4+i.dse°F9g`; {.J'"?+ ..6f:Y?1r1!'fi:.,*','S�:`<1iy 'CITY OF TUI:.WILA . . Address 12119 EAST MARGINAL WY S . Permit No PW9S -0245 . •..S,uita: . • .Tena�tt: • T.W.' 'TRAVERSO TRUST. . Status: ISSUED Type,: . PW•-FLH . ' Applied: 08/10/1995 . • Parce•l . #t:': •102304 - 9075 Issued: 08/23/1995 *•k•M•k ** *•k•k * *•k * ** **' k*' k k k*'**' k****' k***********• k* *•k**•k•k******•k'k*** *k *•k•k4 Permit • ' • tl . 1 ;, ;;Tem con o te a "" ' ( b ,;.. a , ;? arder of •u- si s::- -^ u pr•z. vent '- s'•eti 11.t.,,:�tion oft- • - 's'ito or• •into exiS.,1 . �.Trn irainag tact 1 i't AtS • !' It ' sha ll 'h e• ve,rr •ed.,1r, •,�itintx, to Lit Utt •4 • • - In 'spector• t ,;1;he • t i e • oo'.p v f.or the u d �, ' �j c i its ate�,, ate p m t o Health % ° 6 v i de•tao't , . daub1a • •c hei :t r valve e% ;tit be•tti9,4 prio t, . tha. Tina/ 1: '�u on i. Vi m• . c�, �• 1 •: 3 .A11 d oerb cli7 ti a1 e�assem ,Vo "iall be ap'p,rov°�e. ::v tli- r v\ . .1 " 44, • . . , , State [r r . ar•tnte t ote1lea1 irh , . � . - . se k / • ••z:-/ . 4 0 Wu ) . • . - Of ' ti ' t .. 4°- 0A••••••......„ , f I t f 1 .. , • ., .. . . " . I A , , . r r . ,N..,.... . itt ( tom- '"•----,''''' �, ,✓ L1 • (:44'' ' . a aill4Yrip c k . . •� •�• \\ t . �,• N d.; ,i• , . ` �.•- `� J ` y / f ti ` m°vuxr ,r • h ' �'RhP�•a" •�:•.•h i,' - --* ' V n 3) . . t ! . \ t ai 1 li , - . , _ 4' 1 414, p,.t:.• • i:\ .4 1. . t. ' i i '.. \ . ''V s ly 4,, 4 .3 4. ,,-,V/0" 1" j ' . ' •, !,' .., ' 4 - '`. .. ' , v ‘ i i , Z. , ti �, \01 4", f r ,� l I'•' 4i. ? > ,w •`tip i..' ,4~�• • • . " A4S;.. t,r• • ' . " . . , • , . _ . i . .696- 0D irfrtV" 'TREE USL (.: . r m .;:r lic: PW95-01153 'Issued: 11/2/19$ Status: 1:SUEU App.. Letter: 11/2E:,1995 ' Pr '1 TRUCK TRAILER S ExOres: 05/26.'1996 Site Address 12119 EAST MARGINAL WY Location: IN Punic P.O.W.. FROM Ex .POLE 10 P/L GOING WES1 APPROX. AFT Parcel #: l02304-9075 Watercourse: ' Wetlands: Slopes. . Sewer: Water: UNKNOWN .ontractor License No.: :NANT TRUCK TRAILER SALES Phone: (206)277-8170 12119 EAST MARGINAL WY 5, TLtKWILA, WA • JNER T.W. TRAVERS° TRUST- • .Phone: 206 838-3474 SCOTT TRAVERS°, 11025 SE 60 ST, BELLEVUE, WA )NTRACTOR COCHRAN ELECTRICAL CONSTRUCTION Phone: (206)367-1900 12500 AURORA AV N, PO BOX 33524, SEATTLE WA 98133 ATACT SCOTT TRAVERSO . ''Phone: (206)277-8170 11025 SE 60th, BELLEVUE, WA 96006 ;k1 '.• Additional Permit Description: STREET USE PERMIT FOR UDERGROUND POWER TRENCH IN PUBLIC RIGHT OF WAY FROM EXISTING TELEPHONE POLE • @ WEST SIDE OF. EAST MARGINAL WAY SOUTH GOING WEST . .1. APPROX.. 4'FT• TO THE PROPERTY LINE. IN THE FUTURE . . THIS EXISTING TELEPHONE/POWER POLE WILL BE UPGRA- DED . . BY:CITY'LIGHT. , . . — . Existing Square Feet:, ....• : Additfonal Square Feet --:, New Square Feet: _ . . . , . . _ , .,.„ , • • . _ . . • . . . . Inspection Fee 15.00 Acct No -000/342.•400 Plan (he Fe c .10,00 ' . , Acct No: 000/345.:830 . --„. H.• , . . . . . TOTAL FEE S:• 25,00 •• ' : , . ' - . . . . . .,.•,,. . .inq County Valuation: , .: Value of Construction .00 , . 41*****1,,, I hereby accept this permit and agree to abide all applicable seot.ions of the City of Tukwil Code. We agree that the City of Tukwila-tholl be held harmless .1'0 all or any claims arising as a result ,of this:,Project. Permits which have, lapsed beyond the expiration date shairrequfre a re-application ancKreissuance of the permit through the City at additional fee. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL . . Date: .21. 1/ .1.(..2 1...S. .4-4******4*-7-1 *44,A**44 kA4 'A 'A kA-4444,0,p**'4 *44**ke4,4, APPROVED FOR SSU PY: JJS NOV 9-0 (gag Issued By: . Date: . L , Authorized Permit enter Signature 41,4*4***4***,%-.*AkAl.4 kA4**4444k140,41,41,k4Ak*4*1A*4*4.4**44.4-84 k44**A1***4.4 I hereby certify that the permit holder whose name and address appear son . . this record has satisfactorily met the standards and conditions for the . . project approved herein. . Final Inspection Approved: ' Inspector Signature Date ..... .. .........,, ...... ,... _,.. _.._,...>....... .,..•...., «....,....,�,,...,,,. .. �7.... n. ..,a.,�.- t.ye- e.wc..u: .•.,u'�.n.r« ......�.......,..r..�., lw ":3Y'7d m'4f{`✓.% DANA: by '"'3._?Yt;!'Sfif "?1:S "KN"�,'`�i � ... \ { ... . – . — .. .... . . : . • 1 • ( ' c"-)• , • ,p1;17>lk of Tukwila Appllet. .1 # , cp _ , , ,) ..... - *:a; ... .10 e . '...,s Central Permit System — Engineering Division 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 P p y . 4 ° Z: 14 14 ..k . A Phone: (206) ..,,, i6 ..-- UTILITY PERMIT APPLIC A I • 1 5-0353 - I:10j ECT.:: - 2, )1 ..... NFP :.: Name of Project: 1 k. 0-11 F. IA- a - ••ro• en Owner: ---- , , , pr_ yt. Le r Phone No.: 2 - , 7 -treet Address: H02.5 - 5F -60, - City/State/Zip:15454C to 9FDOA neineer: 41. t r S... "P .- tP'.- . Phone No.: - 1 "7 • street Address: it_ - '3 - 11 , City/State/Zip: ilp F.: C..4_ i Gri'006 ontractor: b .,-- :-.., VL _ Phone No.: ' 1 - -:" ig cg ...treet Address: 3 4 ,„ )5:. - , ° tr A K, City/State/Zip: ", Aleot A) 41 5 ; ow; i ing Cty Assessor Acct It: Contractors License #: . EiEd / . 6 Exp. Date: • l'i ERMITS.:.• ...::.:.:' 0 Channelization/Striping/Signing 0 Sewer Main Extension 0 Private El Public REQUESTED: EQ Curb Cut/Access/Sidewalk ,6. Storm Drainage .. 51 Fire Loop/Hydr. (main to vault) - No.: Sizes: -- 0 Street Use • PlA.) 0 Flood Zone Control 0 Water Main Extension OPrivate El Public pwqs.. 024Li 0 Hauling 0 Water Meter/ Exempt:- No.: — Sizes: ,, u c- 0 Land Altering • cubic yards Deduct 0 Water Only 0 • PWIC - 0 - - 0 Landscape Irrigation 0 Water Meter / Permanent - No.: _ Sizes:____. g'1 , 0 Moving an Oversized Load 0 Water Meter / Temporary:- No.: _ Sizes: Pwqs-.93 Est. start/end times: Estimated quantity: II/ z eiff r Date: Schedule: . " 0 Sanitary Side Sewer - No.: 0 Other: .. WATERAVITER '..,...:! Name: 7(A) 71 s 1) -- ry2. Li, s T Phone No.: --2_ .REFUND/BILLING. :..: Street Address: 1( b 1r - -5 F — (vO City/State/Zip: i (..‹, &)4 Name: r . . --. 7 - L - ;z4 - 5 eC Phone No -. 7 - c7 7 D :' BILLINGS TO:......:•.....:.':.:.: Street Address: /( 6 - 5E - - • Cit /State/Zic ;6 - A • 1 tO . I4 Water ["Sewer El Metro CI Standby .....-......-.......... DESCRIPTION:•.0r 0 Single-Family Residential Cl Multiple-Family Dwelling El Hotel CI Duplex C] Apartments El Other: No. of Units: El Motel El Triplex El Condominiums El Commercial/Industrial El Office ei Warehouse El Church El School/Colle• e/Universit El Retail 0 Manufacturing El Hospital El Other: New Building MISCELLANEOUS: — - El Remodel/ Square footage of original building space: INFORMATION' Square l Addition Footag9:1b10 1=.1 Square footage of additional building space: King County Assessors valuation of existing structures: $ Valuation of work to be done: $ I HEREBY CERTIFY.THA, f I HAV ; : EAD: Applicant/Authorized Contact Person -c----' • Agent Signature: / - _.(prin n,m- : - • z 12 A 1.14:: k • Print Name 5 # ,i A jr -_.,- X g0 ,,Aaawn /i o z c - SAT:- be) . Date: Cc? 1 C Phone: 1 --7-. :e.'.. 6 . Phone: 277- :- 70 •• Date Application Accepted: ( _ . / q C/- Date 7 c Application Expires: J _D _ ' _ 9) . 5 ..A.„„, ,,, :n, r-r• / 04/22/92 .. �t 41 ''' tftri 4 4) rif $ : >, •' ` . .J ., '''n ; ,,':r •k b 4. ,a i ,.. s ' } 1. tt Oh 4 : ..f. . . r. . r F,t _ .' 0 N f,„\ 4 . * A * ' * YAA* * *Ahk•k•k *A *A•k:kAk •kA* *.. . 4 * A*** A* h• . k* *A•A /e •MkA* * ** ******.� * *�k** GENERA 10.00 ,.n' GENERA 15.00 13Y. TY OFrAiT UKW IL. H. VIA 0615.' 02.02. / PW () 4 - TRANSMIT GENERA 10.00 * Ahk* 4* k*** A** 44 A*** l* AA.* A* A A* k* k* kk A *A* *•kA *A**A *A*4 *kkhhhit ***•hhk GENERA 15.00 1RANSM1T.,1umb€rt 94002003 Amount: 25.00 00/23/95 12: {)6 GENERA 10.00 Payment Method: CHECK Natation: SCOT) RAVERSU Init; MJ:.V GENERA 15.00 __.. Pei ^mitNt�: n1��:iNO244 Type: PW -SD STORM ...._...._._._.........,_... DRAINAGE _ TOTAL 75.00 E CHECK 75.00 Parcel Na: 102304•-9075 CHANGE. 0.00 S i t e Address: 1 2 1 1 9 LAST M A R G I N A L . IVY S 00/23/95 5522A000 15:50 l Location: 121.19 EAST MARGINAL WY S Total Feat;: 23.00 ! i Payment 25.00 Total ALL Pmts,: 25.00 f Balance:. .00 *k * *d *A *A * **44. *kii *OAft• .AA *A*“.*AA.A **AkAll ****k*A** * *A *4 ***A *AA. *I A Account Cade Description Amount 000/345.830 PLAN CHECK - UTILITY 10.00 41.2/342.4)0 INSP FEE •- STORM DRAIN 15.00 • 1;(t Yl ;y^' • �'•"� N: �` 'j tifx �' r'r t .�+ r. Ak A;: �4 .: • k iii. 1,) 4 . ,y '. it,.. 1. Al) .0 .t /: L4 ,. u 1 1'4 t S n . • •': H , . • .. . ; • "r kA *) * **•A'A hkk tky4A*****• ik**** At% A** kt1** * *lttik,k * *** **A *h *A•s5 ** * * ** CITY (F WA D15 -02202 /nW15 -02 3 TRANSMIT ** *,k*' ** *sk ** *A* 4** A•• A• A*** A* kk** 4 * **4 *A ** ** * ***4h *k *410•4*4 *k4* TRANSMIT jdumber: 94002602 Amount: 23.00 08/23/95 12:01 Payment Method: CHECK Natation: SCOTT 1 In i t: ME:V Permit Na: PW95-0243 Type: PW- CCAS CURES CUT/ACCESS/SIDE Parcel No: 102801-9075 Site Address: 12119 EAST MARGINAL WY S Location: 12119 EAST MARGINAL WY S Total Fees: 25.00 This Payment 23.00 Total ALL Pmbs: 23.00 Balance: .00 ** ** * A hk* A* A** Adr• A*A**A**A*** A•* k** 4 *k4 **A **4 *h **A *A*** *.( ** ** ** Account Ccorde Desc:r i pt i on Amount 00O/345.E330, PLAN CHI:.CK •- UTILITY 10.00 .. 000/342.400 IMSP FEE UTILITY 15.00 i , ! :� +k r!. " d t'µ }Y Z tar Y P . . S,N } :.,, : . r, „.. , fi '. : rr ' t.✓ 22, y . f�Fy � v ! � "d' . ��, �' tt t . .. �ti ' tw1� r r yryi�1 r +. y I � +i „�� i •o d 4 t' a,; v : 4 *kA *•A444 ** * **Afr * *•,i` *PkJrA k•h * A*A*** A* *A* **A *A' * ** **kkA *k *A * *kA *A** CITY OFf44TUKWILA„ WA i i 195 -00-s* 1RANSMI1 ** *A•*A•:A *" * **k * * * **A• * *A* *AAA* *•AA *A•* Abe* *** *kA•h **kA *k* * *A *• *A *A *A** TRANSMIT • ;Number: 94002804 Amount: 25.00 08/23/95 12:10 Pavth'ent Method: CHECK Notation: SCOTT 'rRAvL••RSO Init: MEV Permit No: PW95 -0245 type: PW-FLH FIRE LOOP/HYDRANT Parcel No: 102304 -9075 r; Site Address: 12119 EAST t4ARO1NAL WY cN Locati,on: 12119 EAST MARGINAL WY S Total Fees: 25500 This Payment 25.00 Total ALL Pmts: 25.00 13a'I ance: .00 A4 * * * *A'k *A* **-A* AAA* AA**** d Ak*A* A**** A* * *ak *A *** *.4 * *A * *•k **•h**A *A * ** Account Code Description Amount 000/345.830 PLAN CHECK -• UTILITY 10,00 401/342.400 INSP FEE - FLH /LI /WMt» <... ».,,�., 15 »00 • • ., r2" ^4i41 '+'� E-f:.5. 4 :ro. r;. :.q,itih iFil ri 7x• ,.: ::':.. y : , r :J •. ? r v r>' i4, w i ( 3 � # k a ; . t ; •' , ;:i :.r e i — . . _ .. .s':( *-:�.�,` r Fu.r. l .l j • i ( . I L: 9 oaoa .i GENERA 25.00 kk ** A**. t.* k* 7A* fi kik k ** * * * * ***•A4Afi * *A0h. ** * *4* ** *4* * *k* *•0* *•k *1%A * *14* TOTAL 25.gq�'': CIT ( OF• TUKWIE_A WA . TRANSMIT CHECK CHANGE 2 q Oq * k�' r k*** k14* A*• Ak* k* fi* �4• k+ 4*k**k•k•k *k **1** *A. *A *A• *b *ktk e ******•544kk ,4* +ti* TRAN5MIT Number: 94003203 :Amount: 23.0Q iif2ESf.",� 9/ 1.23 0353A000 . 15.02 Petymeiit Method: CHECK Notation: SCUIT I•RAVI:;RSO irtit: MEV Permit No: PW95 0353 Type: PW -SU STREET USE Parcel Not 102304-9075 " Site Adclrtess: 42119 EAT MAROINAL WY S. ,L Location: IN PUBLIC R.O.W.. FROM EX.POLE TO P/L (WINO WE ...ar M Total Fees: : . !'hi Payment 23.00 Total !LL Pmts: 25.. k*A. *>' F• k�4k'** 4r h:c4*A- h * *A * *** ***A4A:44 *40/0* ** *kk*h•k* *A **P,4 *** .» Account Code Description at. Amount . 000/343.030 PLAN CHECK UTILITY 10•.•00 ...: 000/342.400 INSP FEE .- UTILITY 15.00 ,i • r ,'•w- i f ^ Mi i. } . 7 i F 'f . . ry ,, 1 w Y , ,: y 3` S 4 b • h . h Y t i 7 " t i..i,t,;,s c_.I L.�i 9 »• esi.. l .F.. }•,t•W V xr 2: f.: t, n ..}.'. �A. 4 :a,I a. .tr.�sk,4 J�r�. 'c. ,.:.1r'el�; Y a1 ^. is:l �'}n.. N ....blf2 ,. �Y_` t' T. L. SS. fL. U��.L 3. 3:. hif•.'ls.�`'tt.��u.L"'�f�•� Z.7.1 1't '} . t ,,,.�,. t , ,�, xx ,•�.•%?'$ , , j %5^ `: ? {�. �'3"j ;k a b ;�, t +i iy. •I��i� ( ., y•'��'r: .- ; v ) �,t A' ., 1• v r. ?4 ,,.r t, . 1 •.; •1 .!P.' .X(.,, d** Ai********A****% 4***•*** s4******** 4-** * *A* * * * *,1 * * * * * ** * * * *A * *,4*** GENERA 325.00 GENEfiA 975.50 CITY a} TlJE.WI! A, WA TRANSMIT GENERA 97 5.00 **• A*********** A*** *A * * *s4 * * * **t4 * * * *'*•h * * *o**v apt ** * * * * * *,t * ** - 4,koA t*i .GENERA 4.50 TRANSMIT Number: 94002480 Amount: 1,614.08 06/ ` 16:20 CHE AL 1939.08 Payment EMethlod: CHECK Notation: THE TRUST CCEh1PAN In i t BALE TOTAL 1939.08 _ •.._._...,•,_ Permit No: B95-0202 Type: E3•[ 3UILp E3UILpING pt:R, Ci+EANGE 0.00 Parcel No: 1023049073 PERK.) 3656A000: 16:41. Site Address: 121 EAST MARGINAL WY B Total 1 ecs: ` 1,614.08 Thits Payment 1,614.08 Total ALL pmts: 1,614.08 Balancer .00 ****************** A*********4 M******** * *** ** * * *,4 *** * *•4 * * * * * *k*71 ** • Account Cade Description Amauni;. 000/322.100 BUILDING - NONRES 975.50 . 000/345.830 PLAN CHECK •- NONRES 634.08 000/3186.904 STATE BUILDING SURCHARGE 4.50 1 . �':, .�`.+ 1 +<( �,}. + ,�t t T' ,.44W SS .t is , t titi .� n„!�`.17 It ( .1. .C!?•: }�.... _.3 SUS.:. d•.`�.(e J.,k. LY t. t,. Ih�t6 }v..tl s.t�+�a.t.: �1l!.'J+11v!4,9..i..� ..?Ltt ldi:r:CI .- .Ola:.l�e�:.t d ".�;'., !M I .7 1 t 1� >CT'T�F:,YiA:lit:�7�M1 .' " #�!/,:Ali',L47 ;<`�c�s. i!i �: si.n7 t'` :w "1. [v �'.i 1. 1 i s —, C vqc C) ''''- INSPECTION RECORD " %—. Retain a copy with permit i 2._ R 2 CITY OF TUKWILA BUILDING DIVISION tfrit%0 6300 Southcenter Blvd., #100, Tukwila, WA 981: :. 11 (206) 431-3670 , ■c _....0....... P • i 0 IV -- • 0 e'rn: VAST I,A , 1 A I._ 1 4 p • : an nstruct on% 1,,e want: .: CR Requester: A LL\ , 1 : ( Phone 1. : • ps Approved per applicable codes. El Corrections required prior to approval. ., COMMENTS: . ..,., 401.. ... ....., ..mir ,....^ 4 r „. nsPectcw: AIIMINFAM'Illi IlliifilrlAtiVidlli”' CD $30.00 REINFECTION FEE REQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Cal to schedule reinspection. Erapilk.: .....______..._ s . , ._..._.,..,.... ,..-. .,.,..w cam.... "......, -. c>.. x�, r.: ia v:= u;.. nni' A. i.: zr .'.r.;.:..,....,.._t ✓�,::,..: -...-......... ref:i::C_Lfi_...u..x' ^ J. • :.:.. :9i= Lri::,....._.. 55 d • INSPECTION RECORD , t Retain a copy with permit t7 2p2 PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 - (206) 431 -3670 Eck -- 172A) Lae - "\ ' • SNEu af d 1 t vaST MA 1 AL VII , k - (0 ! Sp: • . nstruct ons: Date Wanted: y . am. i.m. Requester: Plane No,: 9 3 Snc6. Approved per applicable codes. D Corrections required prior to approval. COMMENTS: 7-0— a cic) t. 0 �. P. / C /7 �� ,X) /-/2--96 /Va LC 69T/( ( 11 /G 1,‘a3-2 Inspector: L :: D $30.00 REINSPECTIOM'FgQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., SUi 100. Call to schedule reinspection. Date: .. 1 . __ . r_....!• I.. h,. Rx,; ?'. iwtll n. t•: E u' iC': jj ": i=. Y... t..-: i .._1at�4.1.te . .. rt , I INSPECTION RECORD '" oq6 I Retain a copy with permit C)o�Qc • ` •. PERMIT NO./ CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 ro ed. .w tr lIti1K� t6 0 Type of Inspection: I Q`�n n E n o Address: 01 . Date Called: OVYQIII/� �� � 9 I T .- 3 � Special Instructions: � � Date Wanted: am. p.m. Requester: S Csylt .. —r--- malai e i' hone No.: 0—n_ t� . ,,g< proved per applicable codes. D Corrections required prior to approval. COMMENTS: r L InSpeCto -_• o $30.00 REINSPECTIONTWIEOUIRED. Prior to reinspection, fee must be paid at 6300 SouthGenter Blvd., , .,S a 100. Call to schedule reinspection. - _ .. _...._.. _ A 0 INSPECTION RECORD ( -595- • Retain a co py with permit 02� INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 1, 6300 Southcenter Blvd., #100, Tukwila, WA 98188 it (206) 431 -3670 1 I • ro :k. •' i ' i2.. L , ype 0 ns.:.. n: itAA.L- i Amil „ : ct i REirMat- wi Sp — r1 nstruct ons: IP .: "• : • • Requester: 5.p,� ogts ❑ Approved per applicable codes. A Corrections required prior to approval. COMMENTS: /) h e , 4a 1 -r u,,, / 651( a -)-) A sr-e-r s (2.2____65 4 i, // ej .-3,,,t//), new% 1 -i i - i e /0/ -/ • Ar ! ` /_ 3 6/ U r / h.�-� 1 „, ( JZI #i '-, (=/)ittP hv,'Ge�r ./,1' ,,r %/ � r� . - 1.23.0 � ,57,.4 /..'c. // el c.c../4 Q, r. • nspector: • e ❑ $30.00 REINSPECTIONfEketQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., 100. Call to schedule reinspection. Dale: . ..... lj.. w.+,isa. t;. 3+ 0": Y. f,'' t iMM. tx. AN4,AM'. 2E' tn'" c•;» ..Lt• „f. � f:> c:• x- 1:! rs ee. iLVmeu1,.. ,k.sil.,r:.4fev,sxi- _ u..,......a INSPECTION RECORD E5q5 - Retain a copy with permit - 174. PERMIT NO. / CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431-3670 ME o r -, I 1 YOAl.P(C-7c\ ir kVA- k I i'VA I Address: Delo CAA: I ° - 7”7.1 • T - 5- GI arn.6;J Requester. o CSAi Flute No.: 2 per applicable codes. ID Corrections required prior to approval. COMMENTS: inspo. Date: • $30.00 R • • FEirlUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., St* 00. Cal to schedule reinspection. • ^7 ' I 111111111111111111111 INSPECTION RECORD ' Retain a copy with permit 0 �2- • •. ' / PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I (206) 431 -3670 -: Projeq, e�-V r �...... ype o ns n; r5 Address • ) ,C ‘ A n A 1 N L Date Called; , ,� Special Instructions: f " i -,1��, Date Wanted . tw 1� m. &J( q Requester: g p r �C.� ) Phone NO.: G I3 ) DKApproved per applicable codes. ❑ Corrections required prior to approval. COMMENTS: /] . • ti s « ` 411 [ A • • ❑ $30.00 REINSPECTION PE§O,EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. [ No.: ,. Dale: ,.u....x = '�• -• -- •. .�,..L�w:t�.wyiJ.w��{..mti�C'• „ �. ie�ir�l�t�i, t�,. t*::;.r JA; wc, ,. �, d;: x.,. x,.�...c.!.�.a..srtn„+�.��:.- -- -- • I. - 0 INSPECTION RECORD Retain a copy with permit 02-02- _. ,.--,,-,-„„.. / . • 1 Ire if CITY OF TUKWILA BUILDING DIVISION dk 4.4 11 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 Projerit .... - Type ollnspeci b—r r• IKnE" MTRI Date Called: , Adderceri- ) l E-A6r Ni‘ Rf) fiJAi--■ ) CI - tct - 95 • Sp Instructions: kl..1 S Date Wanted: 10 0 ' 2. -% am. p.m. Requester goetela )16.43eg Prone No.: c 31 _ 8z glio '-' ., Approved per applicable codes. 0 Corrections required prior to approval. T-----:;—Z------ r'' r COMME TS: "--/..., " 4 ,---- 7 /7 oh „Fs 64,4V2- ' :'. ,5 f-zgri..-, / 7,-- 4 ._ eq97)- ,.-4 4, -77/71-en.,-0.4 ... ,.. ,. _. . , AI ..., • nspector .4(AIRPTM111111,4_. J., 11' Ir. 1, - • ' / . i e . 0 moo REINSPECTION EE fifQuIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suitifil00. Call to schedule reinspection. -:.:7 e L.. ,..._. .. . -- ...«. -.... __.......,_...��_ «�:.W„...v »... _....... a..4 �'s'..�_ ":, c..'. , - ...., 1�...�.... .. ... .may.., .. .. _...r �,...,....... �. ,1:..:.i.....,�..t' . . • INSPECTION RECORD Retain a copy with permit Milli Z CITY OF TUKWILA BUILDING DIVISION n , ,\\ 6300 Southcenter Blvd., #100, Tukwila, WA 98188 %�1*• (206) 431 -3670 Project ' I n s . ; E-- Az-i -S ., e I ct % T AAAr liAiAL .: e "s: 10 S Spe { N 5 Date Wanted: 10.6 • Requester: r2 nG �✓ 0 Approved per applicable codes. O Corrections required prior to approval. COMMENTS: i /� _./ / .►�i / G; l ♦ ,rr i i_ s a • • i . Inspector: Amy Dale: •-- -' REINSPECTION FEE; SQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite Call to schedule reinspection. • • "? o i 41 :: ) INSPECTION RECORD C / Ph , ....3 Retain a copy with permit 02.0 2._i 1 , ,. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION II 1 6300 Southcenter Blvd., #100, Tukwila, WA 98188 r „4 (206) 431 ProJectr - i 1; J 131F OITFRIon: ss L _ear, (7...h40 igAnt6 ,, Address: sr Date Called: wan /21 —2er. Rez-ip Sp nst Date Wanted: 7:2:? lu-LS-95 am. p.m. , Requester: R eV- Phone No.: 0 Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: / j; a i 4/ is :-. ill I' • Afr .1 , . . ., . _AL' r r / • 0 MRIOGPMMPM fr " J • .... ..,,, 41 ... .., -f . .1 ..A. -rt , < , ro _IM V r - c l* (2) 2 4. 4 r , . .. .4-.... e'd.e ■ Iffi ''' . I lic 4i... ew A erpfme. 4 ?;10 ‘ IA_ ,. , "... .0.0' alt.." • ' .. vv_. .e~i. . d , . , ..... ,,.........4. • v/ wved i ohile . Ir4e6or: Pate: jjr I . P k 0 $30.00 REINSPECTION FEE OUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Stiltal00. Call to schedule reinspection. ;., 1.7;)°': ., . Me: .,- — 1 ..:h. ..' t. ,e' ,, ,t.' st. o ri , . ta...t -,.. ..." f ' Iry . , •,. . 0.. 7,1';"_, ,,, a + ;- if., _.; ?I' i,/4, d 'UL tt,..., :ir : • 2— 94 .- ) INSPECTION RECO Retain a copy with perm 11# S.--°) , • - 5 , , 1,. CITY OF TUKWILA BUILDING DIVISION 6300 • i&thcenter Blvd.,. #100, Tukwi a, WA 98188 (206) 431-3670 • ro , • "/MfgaffilMal '••••"- ype o n • , .. .% /) V‘ „ izo 9 e ■ VVIC i l Ite . Special Instructions: Date Wanted: za 1 I ' s. • Requester: - I i S --- Slum c ) ...e j 4 ..rA,' ge •.: 0 Approved per applicable codes. E] Corrections required prior to approval. COMMENTS: /02 icf 0/4 Ct . . 402111111111111 , Ir .1-• i''.41 -4 .14 hie . ' • 7.---, .... — 7 I 0 $30.00 REINSPECTION EE go:WIRED. Prior to reinipectionfee must be paid at 6300 Southcenter Blvd., StilteI00. Call to schedule reinspection. , i rrno .: Dale: ..1„...„.4424:24,k4 Nil I.:t .. ..,-: r.....i.t. sit ...t.4.7.,... .. « « ,2.1: _....1.,..e. ... «....:',«L..—.. ..:.' 4-u:11:TA-. 3.....« 1,1« sh....«.— ...;4.k./ 6- — . '',44 1 I i , , , I INSPECTION RECORD 5 - , Retain a copy with, permit 0,03-- - , , , , , • . pie PERMIT Pto. CITY OF TUKWILA BUILDING DIVISION . 6300 Soouthc n e ..Blvd., #100, Tukwila, WA...98188 (06) 431 ►rr k V P rc.t"7 r r( 1 l • co Project 11 , t % ` I h ype of Inspection. AI , .� IC l'' mar . k�S ,:e : 9 q Special Instructions: V Date anted: i p ' <p e� . j r1 S� equester.L C �� Phone No.: 31- "- o Approved per applicable codes. 0 Corrections required prior to approval. COMMENTS: - p . A -.A` ... i e • , Co U1 . 7 t 4 ,44 0 ret ,Sf 4 /4/0 _ .2., , 7j .e _ 5 it. (4_ . G r ..e. e 4 a (J A S4.0.4,1401-% L 4 . , I /4j P2, . /- P") -2,- .. , , o - h (...„7/ ,., ' / ; ,,./4 7 , 7 ''':., N. 1 I Dale: 0 $30.00 REINSPECTIO FEE, 1EQUIRED. Prior to reinspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. M.:* ,,,: 1 7e: .: i. t; :...;.:.. .:st,:4" .ni,-464 :3I+SCY,.,' f' - 'ay&l . uS rY' 1 }t4};:: "xi'C..L,;:.W :"..,:„,,,,W.,_.%, `.• ����}} E $�p� 1 ,^ di r t "✓4 ! ;i..' 4 l �.. /' �.'i . A: N; i�� i i a ' ,d.Y7%YS Yiv.OSt. !n:'d } 14�+tx1, . . Rb:Qi.3�tft�5 } .,ti�t iat�U 4i'Yl ii�'•R s t, �C' } ` ti4r e� } ; .° �..ail.'..r.r,K.t,� .. �,�. : ?'.t...z" .+,?.4.n,f� ,.ft : m• �! t. �o:"',... x::t 4+ �+ a, �; 3. �. f�: i,`s:. v«` 1�t; r, KSJ1i' xl: t. u��! N .'n',t��- teax5t,b,n.t.,..�d��wl 3:; 'a,•�..,r �.. r ,+'.=?r.n...a :'.� •.i`,v..N.l.. s.f����,.�- ::,ar..,.�'Y.b OTTO RCS ENAU & ASSOCIATES, INC. CONSTRUCTION INSPECTION & TESTING 6747 M. L. King Way South • Seattle, WA 98118 c .V� AUDI VISUAL (206) 725.4600 • Tacoma 627.4477 • Fax (206) 723.2221 N EXAM '47-I0N January 8, 1996 City of Tukwila Building Division 6200 Southcenter Blvd Tukwila, Washington 98188 Project: Truck Trailer Sales PERMIT NUMBER B95 0202 s$ 12119 E. Marginal Way .S., 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. Reinforcing Steel 2. Reinforced Concrete 3. Welding — panel welds, glulam hangers to embed connections 4. Moisture Content Copies of all reports have been submitted to your office. Very truly yours, OTTO ROSENAU & ASSOCIATES, INC. Susan Rosenau —Moser Vice President cc: Hebert Construction via fax RECEIVED JAN 0 9 1996 COMMUNITY DEVELOPMENT P ` T'!• }M • A . w t w rn • � • ! 1 1 . . . T. """"-^- ., r - �r Y j W i � J LL+. "'""' ■ • • s • 4 . City of Tukwila John W. Rants, Mayor t' , oily:_ ° Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM Permit No. e 1 Q2- O2- Project Name / h /2- -6' Address ? Air e';-s' 7' .44 ci Suite # Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: Monitor: Pre -Fire: Permits: L.._ it / -3- ( - 7 (4-2 Authorized Signature f' Date FINALAPP.FRM T.F.D. Form F. P. 85 • Headquarters Station: 444 Andover Park East. • Tukwila, Washington 98188 • Phone: (205) 5754404 • Fax (206) 5754439 BUILDING DIVISION NOTE "Buildings or portions thereof where persons are employed shall be provided with at least one water closet. Separate facilities shall be provided for each sex when the number of employees exceeds four." MINIMUM requirements for toilet facilities shall be installed in this building prior to any final approval or certificate of occupancy. Barrier free provisions of the code will apply to all installations. BUILDING DIVISION NOTE Due to proximity to property line, wall at grid line "E" is required to be of (minimim) one hour fire resistive construction. Openings in this wall shall be protected by a fire assembly having at least a 3/4 hour fire protection rating. Joints at precast concrete panels shall be fire stopped IN ADDITION, this wall shall provide a 30 -inch high parapet for the entire length. The upper 18- inches of the parapet, on the roof side, shall be of non combustible materials. BUILDING DIVISION NOTE Mechanical equipment for space heating shall be installed under separate mechanical permit. Mechanical permit application to include documentation to co frm limitations to heating output stated on these plans. BUILDING DIVISIONNOTE Warehouse space has been designated as semi - heated space by building designer. Consequently, the energy code provision for qualing this space as such will require the installation of either R -9 insulation installed completely outside of the roof structure, OR R -11 insulation installed inside or within the wood roof structure. Final inspection approval will not be made until this insulation has been installed, inspected and approved , 0 1 \ •.. inspection (see attach "V procedure). -' • 18. All construction C beione in conformance wi .; pproved ^ 1• " ''vim ) l ans and require I is of the Uniform Bu i 1 i1 i'�n ode (1991 '-- ""'-•' Editton) • as amended, Uniform Mechanical Code. (1991 Edition), ;: -1 an and Washington Notify State Energy Code (1994 Edition) . 19 tify the City' of Tukwila Building Division ,prior to 1 ',placing any concrete. This procedure is, in addition to any 1 ' requirements for special inspection. 20.. V(l i d i ty • of Permit. The issuance of a permit or approval of • I fans, specifications, and computations shall not be con- • - 7s.trued to be a permit for, or an approval of, any violation i .::r A'of.'any' of the 'provisions of the building code or.of any ,I other 'ordinance of the iur isdic•ti_o.n.., „,,. No permit presuming to 1 give authority to viol 1”, �aii:Iie�Vt°h 14 :s,ions of this , code shall be va 1 in J '. � • �.b.,.. � .. a ovi °.✓�dj rv•""m+ •, �. w •y+',S , , 21. . There s hall be t o`ioccupanc a of tithe. ; bu'i l d i ng .) i rT: 4l the - j lie t e d wi t hell T r kw il�a° i i l d ing final inspect i �tA? , 1 er r1 C� y ] 'P . ..4.,:� � �', ,,. 9 I ! Inrpector•. . ' ),' . 4 x, .tv ,. `'� .. 1 22. A CERTIFIC ►T • CC W ILL B E RE fUIRE,D p PR ,TMI' b MIT. f fi r ` • F fit, `� � i ti. /. ,,, - Nk4 4. A ! 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W , , �.. 1F ( _ -• - , I , , , c ,r, % 77'3 rr' I 0 _ — /r30' EASEMENT ,/ J"/ CAP . / • ,/ F • LA r L f— t k 1 / r 1 . .., „. •. //, j ... , . .. . . /," .. . . • [,/,<:/./.,,,,..:., .,/,,, ... . . • . .. .. r / r'' r /r� , . • . •, c.///, . r /,` 4 , • . / ;- o0 r,,„././,„•.. ; i / ^gi p, _ • /jj'r- • . F. r r rr f' Jrr • • GEOTECHNICAL ENGINEERING REPORT Traverso Trust Building 12115 East Marginal Way South Tukwila, Washington Job Number 5032 for Mr. Scott Traverso, P.E. by DODDS Geosciences Inc. April 12, 1995 . RECEIVED CITY OF TUKWILA JUN 1 61995 PERMIT. CENTER • : -DODDS-- GIEOSCIENCES INC. Post Office Box 6966 Bellevue, WA 98008 -0966 Telephone (206) 867 -3297 Facsimile (206) 881-8641 Scott Traverso P.E., Inc. Job Number 5032 11025 Southeast 60th April 12,1995 Bellevue, Washington 98006 Attention: Scott Traverso, P.E. Subject: Geotechnical Engineering Report Traverso Trust Building 12115 East Marginal Way South Tukwila, Washington Dear Mr. Traverso: We are pleased to present our Geotechnical Engineering Report prepared for the Traverso Trust Building to be constructed on the vacant parcel south of 12115 East Marginal Way South in Tukwila, Washington. The purposes of our work were to professionally evaluate subsurface soil and groundwater conditions in the vicinity of the proposed structure, recommend general procedures for the grading, underslab treatment, and drainage in the building area; and provide geotechnical design recommendations for deep foundation design. The scope of our services included: 1) Logging and sampling two test borings in the general vicinity of the future structure. Test borings were drilled to a maximum depth of 40.5 feet below existing grades. Test exploration locations were generally situated in a manner to provide broad coverage of the site. Test borings were drilled with a truck - mounted drill rig. Logging and sampling of the test borings was accomplished by the undersigned project engineer. Samples were taken of various subsurface soils at selected depths. 2) Reviewing collected soil samples in our office and assigning laboratory tests consisting of moisture contents, two sieve analyses, and an Atterberg Limits test. At the conclusion of the testing program, laboratory results were analyzed and compared with field notes and logs. Specific engineering analyses were then conducted to meet project requirements. 3) Preparation of this summary report in accordance with our understanding of project requirements and generally recognized local geotechnical engineering practices. No other warranty is expressed or implied. Plate 1 attached, provides the guidelines in the use of this report. Project Understandings This office was provided with a faxed copy of a site plan which showed the property boundaries and the location of proposed structure. Based upon these plans and conversations with Mr. Scott Traverso, we anticipate that the proposed structure will consist of a 100 foot by 100 foot concrete tilt -up building. Much of the proposed structure will consist of warehouse space. There will be a showroom and office in the northeast corner of the building. The finish floor elevation will be approximately two feet above the existing site grades. ier�� ...e- ka •-.•■ ....- .... »...w...... TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 2 f ': General Site Conditions - Surface The site is an approximately 300 foot by 190 foot rectangular parcel in the Riverton area of Tukwila. The site is currently undeveloped except for being fenced. The property is relatively level with the ground surface covered with gravel. Several piles of fill soils and concrete debris have been placed on the property. The surrounding area is developed with commercial concrete tilt -up and metal buildings. A Metro bus base is located east of the site. Subsurface Exploration and Description Two test borings were drilled with a truck - mounted drill rig to a maximum depth of 40.5 feet below existing grades at the locations shown on the Site Plan, Plate 3. The test borings were logged and sampled by the undersigned project engineer during the drilling process. The test boring logs are attached to this report as Plates 4 through 5. Recovered soil samples were subjected to selected laboratory testing including moisture contents, two sieve analyses, and a Atterberg Limits test. Test results and field density information are summarized on the test boring logs and attached test data sheets. Although there may very well be some variation in the subsurface and /or conditions not readily apparent from the ground surface, we expect the following subsurface interpretation to be essentially correct: The site is underlain with ten to fourteen feet of medium -dense to dense gravelly silty sand fill soil overlying loose sands, and soft silts and clays. Very dense gravelly silty sands were encountered at depths of 34 to 36 feet. Groundwater was encountered in both borings at a depth of 6 feet. The final test boring logs attached to this report represent our interpretation of the field data and laboratory tests. The stratification lines on the logs represent approximate boundaries between soil types at the exploration location. In actuality, the transition may be gradual. The relative densities and moisture descriptions on the logs as; interpretive descriptions based on observed conditions during excavation. The logs should be reviewed for specific subsurface information at each test location. • 1 ? I TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 3 1 • ' Conclusions and Recommendations General • The following general geotechnical conclusions can be drawn from our field and laboratory test j data: 1) The site is covered with about ten to fourteen feet of medium -dense to dense variable sandy fills soils underlain with over 20 feet of soft clays and silts. These soft { compressible soils are underlain by dense gravelly silty sands. Due to the soft soils we • recommend the proposed structure be supported on deep foundations extending into the i very dense silty sands at approximately 35 feet below the existing ground surface. ; y 2) We recommend the structure be supported on drilled augercast piers. Several deep foundations alternatives were analyzed including driven timber piling, drilled augercast A piers, and driven steel piling. The steel piling would provide unnecessary high capacities • and be costly. The driven timber piling option was rejected due to downdrag forces and potential problems driving through the surficial fill. In general, it is preferable to support both the structure and floor slab on drilled augercast piers. 3) Depending on construction schedules, the structure could be supported on drilled 1 augercast piers with the floor slab constructed as a slab -on- grade. This alternative would • required that the building area be preloaded prior to beginning construction. Preloading 'I recommendations are presented in Appendix A of this report. We understand the neighboring structures are securely supported on deep foundations. If this is not the case, I we should be notified so that the potential impact of the preload on the neighboring 4 structures can be evaluated. i li • Augercast Piers This particular foundation method involves dril ling a hole with auger equipment, and ° continuously pumping concrete through the center of the hollow -stem auger during auger extraction. Steel reinforcement is then placed into the concrete -filled hole in accordance with the s • plans. Piers are tied together with reinforced concrete grade beams. i A head of concrete must be maintained above the auger tip to ensure an intact column of 1 concrete has filled the drilled hole after the auger is removed. This can be achieved by withdrawing the auger slowly while maintaining a suitably high pump pressure. As a general 1 rule, the rate of auger withdrawal should not exceed about ten feet per minute, and the pressure • at the concrete pump should be in the range of 150 to . 250 pounds per square inch (psi), j depending on the length of feeder hose. The pump should be equipped with a calibrated stroke I counter so that the concrete grout volumes may be calculated. • • I TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 4 Eighteen inch diameter piers embedded a minimum of five feet into the native dense to very dense underlying soils may be assumed to have a vertical capacity of thirty -five (35) tons. For transient loads, such as seismic and wind, the allowable load may be increased by one - third. An allowable uplift capacity of six tons per pile may be assumed in design. We can provide design criteria for different pier diameters and embedment lengths, if desired. Piers should be placed no closer together than three pier diameters, center to center. Based upon our study, we anticipate that pier lengths will be on the order of 40 to 45 feet. A lateral capacity of two tons per pile may be assumed. We estimate that the total measured settlement of a single pier will be on the order of one -half to three quarters inch. As augercast piers cannot be inspected after installation (except by loading testing), it is important that a geotechnical engineer from our firm be present during installation. This will allow us: 1) to confirm that the encountered subsurface conditions are consistent with those indicated by our explorations, 2) to evaluate whether foundation construction activities comply with the intent of contract plans and specifications, 3) to provide recommendations for design changes in the event unanticipated subsurface conditions are encountered. While on site for observing pier installation and construction observation services, we will not supervise the contractor, nor are we responsible for job and site safety during construction. Slabs -on -Grade Reinforced concrete slab floors are anticipated for the new structure. We recommend all floors be pier supported or constructed as slabs -on -grade following preloading of the building pad. We estimate differential settlements of floors constructed as slabs -on -grade will be on the order of one -half to three - quarters inch following preloading. Slab floors should be placed on a minimum of six inches of free - draining crushed rock. A vapor barrier such as a sheet of a 6 -mil plastic membrane should be placed beneath the slab. Any fill placed below floor slabs should meet the requirements for structural fill given below in the General Earthwork and Structural Fill section of this report. Excavations and Slopes Temporary and permanent excavations and slopes for this project must meet all applicable government safety regulations. Temporary cuts to a depth of four feet may be attempted vertical. Excavation slopes greater than four feet in depth should be cut no steeper than 1.5:1 (H:V) from the top of the slope to the excavation bottom. Flatter slopes may be required depending upon local variations in soil conditions. Permanent cut and fill slopes should not exceed 2:1 (H:V). Water should not be allowed to flow uncontrolled over the top of any slope. All permanently exposed slopes should be seeded with appropriate vegetation to reduce erosion and improve stability of the surficial soil. TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 5 Site Drainage The site should be graded so that surface water is directed away from the construction area. Water should not be allowed to stand in any area where the foundations, pavements, or slabs are to be constructed. Final site grades adjacent to the structure should be sloped at least two percent (2 %) away from the structure for a minimum distance of ten feet. Roof and surface water drains should discharge to an appropriate discharge facility. Footing drains are not normally required for slab -on -grade structures unless the ground slopes toward the building, or if there are depressed grades near the structure. General Earthwork and Structural Fill Site construction should begin by stripping and clearing the building areas of existing utilities, debris, and any other deleterious material. Structural fill is defined as any fill placed below structures, including pavements, where the fill soils would need to support loads without unacceptable deflections or shearing. Structural fill should be placed above unyielding site soils in maximum eight - inch -thick loose lifts and compacted to 95 percent of Modified Proctor (ASTM D- 1557). Moisture - sensitive soils typically have a significant percentage of fine- grained material. The on -site soils are silty, and are moisture - sensitive. These soils will be very difficult to place and compact as structural fill if these soils are wetter than the optimum moisture content at the time of compaction. During wet weather or under wet conditions, structural fill should consist of a granular soil having less that five percent silt or clay (measured on that portion which passes the 3/4 -inch sieve). Wet Weather Construction If the site is developed during extended periods of wet weather /winter, the following are reasonable costs /changes which should be anticipated: 1) Excavated slopes and fill piles will have to be covered with plastic. 2) Numerous site visits will be required by this office to evaluate site conditions, confer with the contractor, and make recommendations as conditions become exposed or change. 3) The project may suffer some time delays due to inclement weather, regardless of the mitigation measures which are adopted. 1r 4) Costs of maintaining the site and cleaning adjacent streets /property will increase. 5) On -site soils will be difficult or impossible to use as structural fill. .�' .,. . ,.: .: .. .:. t. �.. ^•$ z, s ..... ...... sr .e +:.nex. a... ,;q, r iF 4..t,. 'JiNli'w`.ai`fJ• .zz•al.ss- ''s.f.Km'H..'t .i .. -< ..... .,.n t.'. , ...� .. ...,. n .Y.. t... _. .. <r.'!... ..1:_.t""47T'.l.`f..; -ki`: ::: ♦:n-..... z. wry ......... ......... .. .... .. ... ... .. .. TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 6 Closure It is recommended we be retained to review the final development plans to verify site specific subsurface requirements are met and our recommendations have been accurately interpreted in the plans. It is also recommended that we be retained to provide professional geotechnical consultation, testing, and observation services during design and construction. This allows us to: 1) confirm that design conforms to specific subsurface requirements; 2) confirm that subsurface conditions during construction are consistent with those indicated by this report; 3) evaluate whether earthwork and foundation construction activities conform to the intent of the contract 1 specifications and plans, and; 4) provide recommendations for design changes in the event of changed conditions. While on the site during construction, we will not direct or supervise the contractor or the work, we will not be responsible for maintaining or providing for safety, nor will we be responsible for dimensional measurements. It has been a pleasure providing you with our professional services. If there are any questions, D please call us at (206) 867 -3297. Sincerely: DODDS Geosciences Inc. viAs ..4 t / O � „p 1795 1795 � )� CA F S f STe ^ G ti � ' s ioNALO Lloyd J. Reitz, P.E. Project Engineer reviewed by: c ;4? Z Mark K. Dodds, P.E. President LJR/MKD:wd Enclosures: 8 Plates r .f.' t .. ... 4'51 .... ...• f :' r..• .•- ... ..# „ /:'... .:” \t .4 Mi <).r. " -lbw rr...,- .........•........... .... .. .n..l. r+• +11Wi. 1'+, 14 far: v.: r• tr1. M• rn.. . e... .. APPENDIX "A" PRELOAD RECOMMENDATIONS - TRAVERSO TRUST BUILDING Preload Fill and Settlement Monitoring The purpose of the preload program is to induce a major portion of the subslab settlement prior to building construction. The preload program will also reduce differential settlements caused by variability in the building loading and thickness of the underlying compressible soils. The preload fill does not have to meet any specific requirement except that it has a minimum in- place density of one hundred twenty (120) pounds per cubic foot. However, the owner can specify that the preload fill is to be used later as fill on another portion of the site (i.e., parking lot), and must meet the requirements for structural fill and be compactable to the specifications as detailed in the General Earthwork and Structural Fill section of this report. The top of the preload should extend a height of at least five (5) feet above the finish floor grade. The crest of the preload should extend full height at least five (5) feet outside of the proposed building footprint. The side slopes of the surcharge fill should be inclined at a 1:1 (Horizontal: Vertical) or flatter. The preload surface should be crowned slightly in order to promote drainage. Prior to placement of the preload, we recommend that at least 5 settlement markers be installed in the preload area. Care should be taken to protect these markers from damage or disturbance during fill placement. The markers should be surveyed by a licensed surveyor prior to and during the fill placement, and at intervals of 1, 2, 4, 7, 14, 21, 28, 35 (and so forth) days after completion of the fill placement. Initial readings should show the existing ground surface elevation, and the readings taken during fill placement should show the preload fill thickness. The settlement plates should consist of metal rods or pipes securely fastened onto a flat plywood or metal base. The plywood base should have the minimum dimensions shown on the Plan View below: 3.0 FEET ojeto — O 0 ♦ 0 1 M V 1.5 FEET APPENDIX 1 - TRAVERSO TRUST BUILDING Job Number 5032 April 12, 1995 Page 2 The Cut Section below shows one method of attaching the pipe to the plywood base. Of course, there are other acceptable methods. The requirements are that the pipe /rod is securely fastened to the base and that there be a method to add additional pipe /rod as the preload fill height rises. ) ADD CO LGS) AND IR - PIPE( AS UP REQ IN DURING FILLING TO MAINTAIN TOP OF RISER PIPE AT LEAST 1 TO 2 FEET ABOVE TOP OF FILL s ' 4 INITIAL 2" DIAMETER BLACK IRON PIPE, RISER PIPE THREAD BOTH ENDS (OR EQUIVALENT) 3'X3'X3/4" PLYWOOD 2" x 5 -1/2" BLACK IRON • • OR FLANGE (OR EXISTING GROUND t EQUIVALENT) S • LEVELING PAD, SURFACE \ I I • REQUIRED N., 7 'I % •/ vismeasersmongzun 5 : OLTS REQUIRED, WASHERS EACH BOLT CUT SECTION Each survey reading of the settlement markers should include the date and time of survey, pipe number, and elevation at the top of the pipe. We recommend surveying in the markers at least ) twice a day until all the fill, including the preload fill, has been placed. Survey readings should be forwarded to our office as soon as practical. After reviewing the initial readings for the first two weeks ±, we will most probably revise the monitoring schedule (possibly down to once every two weeks). Survey readings should be accurate to at least 0.005 feet (the more accurate, the better). We recommend that the preload remain in place until the settlement marker observations indicate that consolidation of the underlying compressible soils is largely complete. We estimate that the preload fill will need to be in place four to six weeks, although more time may be necessary. DODDS GEOSCIENCES INC. PLATE 1 GUIDELINES IN THE USE OF THIS REPORT This report for Job No. 5032 was prepared in accordance generally accepted p N p p rdance with local gen ray p engineering principles and standards. No warranty is expressed or implied. The findings and recommendations contained in this report are based upon the limited services which you requested. Geotechnical engineering requires the application of professional judgment, as no study can completely quantify subsurface conditions. The owner should seriously consider any recommendations for additional work contained in the report, as it is then our professional opinion that this additional work is necessary to augment and /or fulfill site specific requirements. This report is an informational document, and is not to be used for contractual purposes. Any interpretation of subsurface conditions in the report including the test boring logs, and /or text discussions are based upon our testing, analysis, experience, and judgment. There is no warranty that these subsurface interpretations represent subsurface conditions other than that which occurred at the exact locations tested at the tune the fieldwork was conducted by this firm. Groundwater levels can be especially sensitive to seasonal changes. This firm is not responsible for interpretations others make using this report. The conclusions and recommendations in this report assume that the field tests that were conducted accurately represent subsurface conditions of the site. If, during construction, significantly different subsurface conditions are encountered from those described in this report, our firm should be notified at once to review these conditions and revise our recommendations as necessary. Also, if there is a significant lapse of time between this report submittal and the start of work at the site, our firm should be allowed to review and verify site conditions. Unanticipated soil conditions are commonly encountered during excavation and construction, and simply cannot be fully anticipated by periodic soil and /or rock sampling at widely spaced testing locations. The owner should be prepared to accommodate potential extra costs through the development of a contingency fund. This firm cannot be responsible for any deviation from the intent of this report including, but not limited to the nature of the project, the construction timetable, and any construction methods discussed in the report. The recommendations contained in the report are not intended to direct 1 the contractor's methods, techniques, sequences or procedures, except as may be specifically described in the report. This firm will not be responsible for any construction activity on this site, nor are we responsible if others attempt to apply this report to other sites. Job Number 5032 - Plate 1 Guidelines Traverso Trust Building 12115 East Marginal Way South Tukwila, Washington . . ., ' .. • • • . , . . . ' . , . . • . . . . . . . ' . • . . .„.. .,...,....,.................„.„ .....,_ DODDS GEOSCIENCES INC. r --, ii--. 4 t f a :: / . 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It , ri ,. $ 22 s i 1 I til ......g El" 1 I IT . 91 I 1 ) Job Number 5032 - Plate 2 Vicinity Map Traverso Trust Building 12115 East Marginal Way South • Tukwila, Washington North . . . . . , . . .. . • . . . . . . . . . . . . . . . . . . . . • . . . . . . . • . . . . . . , . . ,i• :. • , . . ' , . . • , . . . . . „ . . . . . • - - : . • : . . . . , . . . . . . . . . . • . . . . • , . .. . . . • . . . . . „ . . . . . . . . . . , . „ . . . . . . . . . . . . . . . . „ • - . . . . , . . . . . . .. . . . , . • . • . . . , . . . .. . . , . . . „ . . . . • . . . . . . , . . . . . . .. . . . . „ . . . . , ... . . . . „ - .,,, ., , . • : • , . . . , • . ..',. .' i . . : . , . .' . . . , . , . ,. . , . ' ..., ' . , ,. . '', .. - . , - ., . ' .. . . . . „ . . . . . .. . . , . . . . . . „ . . . . . . . . . . , • , . . . . . . - . . . .. . . . . . , ... .. . . .. . . . . . . . . .. . . „ . . . , . . . . . „ . . . . . , . . . • , :. , . 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I • I • . . . ...._._._._._._.-._._....._._._._._._ . . . . . . . . .. . : . . . . . , . • • , . . . . . . . . . . . . . . . . . , . , . . . . . . . . . .. . . . . • . . .. . .. . . . . . „ . .. . .. . , . . . . . . . . . . , . . : • . . . . .. . . . . • . . . . . . . • . • ., .. .....,, .. .. .. .. ,,. .,. .. . ,..,,. .:K.. .. .. . .,. .,.,.. -w4 ry-• -a �, r .. , y ,r. r, x �m ^rn..�w. n . ». anTr«„r.�y Hole N o y B-1 PROJECT: Traverso Trust Building DATE DRILLED: 4/5/95 DRILL RIG: Truck - mounted LOGGED BY: LJR HOLE DIA: 8 in. SAMPLER: SPT INITIAL WATER DEPTH: 6 ft. HOLE ELEV: FINAL WATER DEPTH: 8 ft. TOTAL DEPTH: 38.5 ft. U) DESCRIPTION SOIL GRAPHIC a. BLOWS REMARKS TYPE LOG /Ft. MM. AV Surface - Gravel Fill `; C _ 0 _ — Gray to brown gravelly silty Sand, fine grained, moist, dense, (Ffff1 1 ; 3 35 Moisture Content = 12.0% 1/; 5- JJJ1 . —7 8 40 Moisture Content = 15.4% Gray silty Sand with some gravel, fine grained, moist, loose, SM - — 11— • 12- — 13 9 Moisture Content = 26.6% Dark brown organic Silt, very moist, soft. M. 1 1 1 t —14 I 1 I -15— �I�I� --16— 1 1 1 1,-17-- I I — 18 1! Moisture Content = 30.0% Gray to black Sand with some slit, fine grained, very moist, loose to SP /SM — 19 medium- dense. _ - 20- 21 Gray Clay, very moist, soft, Lenses of shells CL — 2 2- 3 Moisture Content = 59,4% - 24 -- 25— 28— 27 —28-1 7 Moisture Content = 46,6% 29 _ High blow counts due to rock in 30— sampler. f 31— 32— �� - 33� 10 Moisture Content = 29.5% Gray gravelly silty Sand, fine grained, moist, dense. SM • - 34 - High blow counts due to rock in —35— sampler, • • -38- —37- • • —38-1 +100 Moisture Content = 19,5% Bottom of Boring I. Groundwater seepage at 8 feet, 0000S Geoaclencefs Inc. PAGEIOFI BORING LOG .. a.. .., a 1., «..:. J . ... t r ::'`..'< ..,... . .. J' ...�. ,, i:4' l.... +D: +'..kP +ivi :. v,..:..,- wrnxrn. :... .............. .. .. .... .. .. .. ...,.., -... .. w.. .,-. -T ,..........._..._....._.. ... __...... . • PROJECT: Traverso Trust Building DATE DRILLED: 4/5/95 Hole DRILL RIG: Truck — mounted LOGGED BY: LJR HOLE DIA: 8 in. SAMPLER: SPT INITIAL WATER DEPTH: 6 ft. HOLE ELEV: FINAL WATER DEPTH: 6 ft. TOTAL DEPTH: 40.5 ft. • • • U) DESCRIPTION SOIL GRLOf3IC SLOWS REMARKS Surface - Gravel Fill 7 _ - 0 - —2 Brown to gray gravelly silty Sand, fine grained, moist, medium - dense. - (Fill) - 3 18 Moisture Content = 19.1% 1 1 = = 8 7.1 39 Moisture Content = 21.5% 17 High blow counts due to rock in — 10 — sampler. tf Becomes loose. 12 — 13 :1 8 Moisture Content = 28.6% . 4 - 14 Black Sand with some silt and gravel, tine to medium grained, wet, - medium- dense. —15 - • -18— Beomes very loose, —23d 3 Moisture Content = 22.5% SM /ML // — 25— • 28- 27 Black Sand and Silt, wet, loose to medium- dense. Lenses of shells. 28 1 II Moisture Content = 28.8% — 29 • 30— :• • 31- 32- 33-11 5 Moisture Content = 24,8% 34 � • 35— SM • , 38 -- • —37 Gray gravelly silty Sand, fine grained, very moist, very dense. . +100 3 Moisture Content = 5.2% —39— _ ' —40-a +100 ,Moisture Content = 12.5% Bottom of B -2. Groundwater seepage at 8 feet. DODDS Geosclencea Inc. PAGEIOFI BORING LOG A +7 hrkn. TAA ir.!&g': + . ..._°....._ ° ..... .. .. .... «w r..t - .,.w,,.,.,..rr,u -tea >..•,,.n.a. ,....., r...+.,. .,.r.w....,,....�,«..,..,,,.., DODDS GEOSCIENCES INC. MATERIAL: On -site SOURCE: B -1, 2.5 -4.0 feet SAMPLED BY: LJR DATE: 4-5-95 I SCREEN ACCUM- ACCUM- PERCENT SIZE WEIGHT PERCENT PASSING RETAINED RETAINED (Grams) 2" 0 0 100 3/4" 72.8 20.3 79.7 3/8" 85.8 23.9 76.1 #4 121.2 33.7 66.3 #10 144.8 40.3 59.7 #40 192.1 53.4 46.6 #100 246.3 68.5 31.5 #200 275.9 76.7 23.3 I X ASTM C136 ASTM D1140 Job Number 5032 - Plate 6 Sieve Analysis Traverso Trust Building 12115 East Marginal Way South Tukwila, Washington 1 Tukwila, Washington i DODDS GEOSCIENCES INC. • RECEIVED B & T DESIGN & ENGINEERING, INC. AUQ 1 5 1995 '& P.O. BOX 3654 • BELLEVUE, WA 98009 ROBERT FOSSAITI ASSOC, (206) 462 -9558 • (206) 462 -7971 (FAX) RECEIVED CITY OF TUKWILA AUG 1 i 1995 PERMIT CEN ADDENDUM TO STRUCTURAL CALCULATIONS FOR TRUCK & TRAILER SALES 12119 EAST MARGINAL WAY TUKWILA, WASHINGTON AUGUST 11, 1995 • og■%4 E. 4v of was for- 11- •' • W O 23915 lv � SS70 N A 1 . � �� � \ � EXPIRES I, 14 • • • • .. .. ».ss. ,,.. ,!+.i. +.r;.. .^: $ i::;t "Br.i"srs xt. ;: t ∎t..Zd'.4",,tar.:. to, ::w.. :r r..«.. ..rw..,.,_ >rxr..a�:.t'+.mt+Y„ ' r. 'Ctr•tc? } ?:f.;dr.'Ser ?'v = -"L. K". k •*h'i7W..•?'.'erpo • B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) Sheet PGL of 11 P.O. BOX 3654 Truck & Trailer Building Bellevue, WA. 98004 Panel 11 po 100 = - JAMB DATA height (ft) width (in) thickness (in) . add thickness (in) K factor parapet ht (ft) 22.50 36.00 6.00 0.00 1.00 2.50 SPANDREL DATA thickness(in) offset (in. + outward) 6.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 14.0 16.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 14.2 out (psf)= 18.9 seismic... zone 3 press (psf)= 33.9 import fact= 1.00 ledger LL(plf)= 100 DL (plf)= 50 ecc (in)= 3.5 % LL w /seismic= 0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in)= 0.0 % LL w /seismic= 0 concentric load LL(plf)= 0 DL (plf)= 0 % LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 4 15 d= 4.50 Horizontal min in ^2 / ft 0.14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi *Mn (in -k) defl (in) Allow defl(in) Comments 1 2.5 50.0 97.03 1.04 1.80 case ok 2 2.5 -68.7 97.03 -1.70 1.80 case ok 3 2.5 -40.2 97.03 -0.59 1.80 case ok 4 3.1 49.0 98.36 1.00 1.80 case ok 5 3.1 -70.4 98.36 -1.73 1.80 case ok 6 2.9 -40.8 97.92 -0.59 1.80 case ok 7 4.4 -3.6 101.03 -0.03 1.80 case ok LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL F .: ... :... ! ii t. ,.. .. n. .r .. 3 .. .3. . +... i+. ., ..i: 4�'r,.• 1. .. .. .:R;: :'3 ' ...r .. T.. ✓. t.i r. +vv...H myna. .a !ih `. . .�3 �.7 +.wln f.�.:.yv.4� •3 yN le�d^M1Yyt(b!.eJ:l ry ?� M '1f + .ht:yiY`<� +', e ^' ...f B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) Sheetlt of 9 P.O. BOX 3654 "" Truck & Trailer Building Bellevue, WA. 98004 Panel 13 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 23.00 30.00 6.00 0.00 1.00 2.50 SPANDREL DATA thickness(in) offset (in. + outward) 6.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 0.0 0.0 3.0 7.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 14.2 out (psf)= 18.9 seismic,.. zone 3 press (psf)= 24.5 import fact= 1.00 ledger LL(plf)= 100 DL (pif)= 50 ecc (in)=. 3.5 1 LL w /seismic= 0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in)=. 0.0 % LL w /seisaic= 0 concentric load LL(plf)= 0 DL (pif)= 0 1 LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 4 15 d= 4.50 Horizontal min inA2 / ft 0.14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi *Mn (in -k) defl (in) Allow defl(in) Comments 1 1.6 23.8 110.66 0.21 1.84 case ok 2 1,6 -32.7 110.66 -0.46 1.84 case ok 3 1.6 -29.1 110.66 -0.25 1.84 case ok 4 2.0 23.0 111.36 0.21 1.84 case ok 5 2.0 -33.0 111.36 -0.48 1.84 case ok 6 1.8 -29.4 111.17 -0.25 1.84 case ok 7 2.7 -1.7 112.81 -0.01 1.84 case ok LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL ./< ,...: ,'l .,, r. : ., . :; ::.;:' +i: � 1)`" .: .,,. :'s . .,. :.. /: 1..:""s. :;i'? ._.,.,. vi:. r� < r..,- :.,. ca-_- i t4,,,-.,«..... x. rre: nn...,, Tr .�,..- .,- «....,...M..._..._... ._....... .. .n..M .. rr?r.:�.F Yta x.7... ..,3...54, afi. aI'., :?k.n'R 74". ,• B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) Sheet F3 of et P.O. BOX 3654 TRUCK & TRAILER Bellevue, WA. 98004 PANEL #4 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 11,50 30.00 6.00 0.00 1.00 0.00 SPANDREL DATA thickness(in) offset (in. + outward) 6.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 15.0 7.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (pet): 14,2 out'(pef): 17.6 seismic.,, zone 3 press (pef): 42.8 import fact= 1,00 ledger LL(plf): 0 DL (plf). 0 ecc (in): 0.0 1 LL w /seismic= 0 concentrated load LL(lbs): 11260 DL (ibs): 7770 ecc (in): 3.0 1 LL w /seismic: 0 concentric load LL(plf): 313 DL (plf): 863 % LL w /seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 4 15 d= 4.25 Horizontal min in / ft 0,14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi*Mn (in -k) defl (in) Allow defl(in) Comments 1 7,2 3.7 112,30 -0.00 0.92 case ok 2 7.2 -30.5 112.30 -0.14 0.92 case ok 3 7,2 -24.0 112.30 -0,08 0,92 case ok 4 12,1 -10.3 95.85 -0.03 0.92 case ok used interaction curve 5 12.1 -46.0 95;85 -0.24 0.92 case ok used interaction curve 6 8.4 -26.1 113.79 -0.08 0,92 case ok 7 21.0 -55.3 108.73 -0.17 0,92 case ok used interaction curve LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) ,9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1,05DL + 1,28LL + 1.28WL outward 6) 1,05DL + 1.28LL + 1,4EQ 7) 1,4DL + 1.7LL INTERACTION CURVE DATA .7tPo .7*Pbal .7*Mbal .7 102.8 25.0 114.5 78.4 t • k' ,A,r "i .,it .. '' ' • .. .. ,. ,; /J .,.., ... r.. . .- r' ? , . ... ?.1r a,.2Ai, . � ... x M a �y�tk � - rr .9TbtT. rI.. • . c C B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) Sheet NA' of q P.O. BOX 3654 TRUCK & TRAILER Bellevue, WA. 98004 PANEL 1 14 ::a: CC CZ :: :: : : : :::: ::po 100 :: ::: : :::: : ::: : :: : : :: :: : :::s :::s :: : : :s:a :::ss :ass: JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) 23.00 45,00 6.00 0.00 1.00 2,50 SPANDREL DATA thickness(in) offset (in. + outward) 6.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 14.0 16.0 3.0 7.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf): 14.2 out (pet): 17.6 seismic.,, zone 3 press (psf): 36.0 import fact: 1.00 ledger LL(plf): 313 DL (pif): 150 ecc (in): 3.5 t LL w /seismic 0 concentrated load LL(lbs). 0 DL (ibs): 0 ecc (in): 0.0 t LL w /seismic: 0 concentric load LL(plf): 0 DL (plf): 0 t LL w /seismic= 0 horiz load plf (+ inward): 0 dist above floor(ft). 0.0 REBAR DATA Vertical 7 15 d: 4.25 Horizontal min in / ft 0.14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi +Mn (in -k) defl (in) Allow defl(in) Comments 1 3.0 50.6 119.50 1,04 1.84 case ok 2 3,0 -68.0 119.50 -1.70 1,84 case ok 3 3.0 -46.8 119.50 -0.83 1.84 case ok 4 4.1 48.0 121.01 0,93 1,84 case ok 5 4,1 -13.6 121.01 -1,82 1,84 case ok 6 3,5 -41.9 120.16 -0.82 1.84 case ok 7 6.3 -11.2 123.64 -0.08 1.84 case ok LOAD CASES 1) ,9DL +.1,3WL inward NOTE in cases 1), 2), 4), and 5) the 2) ,9DL + 1,3WL outward Lb used is 1/2 of the applied LL 3) ,9DL + 1,43EQ 4) 1,05DL + 1,28LL + 1,28WL inward 5) 1,05DL + 1.28LL + 1,28WL outward 6) 1;05DL + 1,28LL + 1.480 7) 1.4DL + 1,7LL B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) ' Sheet 5 of q P.O. BOX 3654 TRUCK & TRAILER Bellevue, WA. 98004 PANEL I! 14 po 100 JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K. factor parapet ht (ft) 23.00 36.00 6.00 0.00 1.00 2.50. SPANDREL DATA thickness(in) offset (in. + outward) 6.00 0.00 OPENINGS LEFT width (ft) height (ft) RIGHT width (ft) height (ft) 14.0 16.0 0.0 0.0 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (pet) 14.2 out (pet): 11,6 seismic.,, zone 3 press (psf): 34,3 import fact: 1.00 ledger LL(plf): 313 DL (pit): 150 ecc (in): 3,5 4 LL w/seismic: 0 concentrated load LL(ibs): 0 . DL (ibs): 0 ecc (ink 0.0 4 LL w /seismic 0 concentric load LL(plf): 0 DL (plf): 0 % LL w/seismic: 0 horiz load plf (+ inward): 0 dist above floor(ft): 0.0 REBAR DATA Vertical 6 #5 d: 4.25 Horizontal min in "2 / ft 0,14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi *Mn (in -k) defl (in) Allow defl(in) Comments 1 2.9 51,4 125.85 1,03 1,84 case ok 2• 2.9 -69.0 125,85 -1.68 1,84 case ok 3 2.9 -44.5 125.85 -0.14 1.84 case ok 4 4.0 48.7 127,22 0.93 1.84 case ok 5 4.0 -74.5 127.22 -1.80 1,84 case ok 6 3.4 -45,5 126.44 -0,13 1,84 case ok 7 6.3 -11.4 129.55 -0.08 1,84 case ok LOAD CASES 1) ,9DL 4 1,3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1,43BQ 4) 1.05DL + 1,28LL + 1,28WL inward 5) 1.05DL + 1,28LL 4 1.28WL outward 6) 1.05DL + 1.28LL 4 1.4EQ 7) 1.4DL 4 1.7LL 4 C { _. r: B & T ENGINEERING CONCRETE WALL DESIGN (version 3.0) Sheet Hof 9 P.O. BOX 3654 Truck & Trailer Building Bellevue, WA. 98004 typical panels po 100 WALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) i 23.00 6.00 0.00 1.00 2.50 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 14.2 out (psf)= 18.9 seismic zone 3 press (psf)= 16.9 import fact= 1.00 ledger LL(plf)= 313 DL (plf)= 150 ecc (in)= 3.5 % LL w /seismic= 0 concentrated load LL(lbs)= 0 DL (lbs)= 0 ecc (in)= 0.0 % LL w /seismic= 0 strip width (in)= 0 concentric load LL(plf)= 0 DL (plf)= 0 % LL w /seismic= 0 horiz load pif (+ inward)= 0 dist above floor(ft)= 0.0 REBAR DATA Vertical 14 at 14.0 in d= 3.00 Horizontal min in02 / ft 0.14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi *Mn (in -k) defl (in) Allow defl(in) Comments 1 1.1 14.3 28.47 0.13 1.84 case ok 2 1.1 -20.5 28.47 -0.19 1.84 case ok 3 1.1 -20.0 28.47 -0.17 1.84 case ok 4 1.5 13.1 29.24 0.12 1.84 case ok 5 1.5 -21.5 29.24 -0.20 1.84 case ok 6 1.3 -20.2 28.83 -0.17 1.84 case ok 7 2.2 -3.3 30.73 -0.02 1.84 case ok LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL .+ 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL . , ., ,... a ..,.....,, ... ter.... ■ . v.,: «„ ' :tot , :.a�., _ '.f .4 ,, _ .. .5 _ , .. . . n.,. A, :.+.. .: n.. d yvhl"+,.. ..v ,. .... , .....,......,. .. .. ..: . ... .. .... ,.... . ..�.. ,.. s y. ,. ... . �.my,!» .fitit ^'. :.r' "' ?Yttrih' F+'J W'i(! t'r. F ^w , .aa1a.. fhM.. •, • IP 1 . isiligmau (..,, C ) ' ice, PROJECT lit of c.1' A, T,x t SHEET NO, pC - 1 OF 9 B & T DESIGN & ENGINEERING, INC. DESCRIPTION Lot -le I el I Ce P4 .j Le lc DES P k DATE b // (206) 462 -9658 CHK JOB NO, C1// /73 5 6/5/4/ C. (Fors JJAt.Is ri ----= - (9,315)(14)(o7r3)1,/P 0.2p5. IA)r - -- '2sy/ F = (P,2/5 [ 5 + 5 ) 75 PF] 2 yo3'i_F GALL (75FF) 1J/71E6 & 8 ' 0, ; — & " k - 't`= F?,62, >A) _ !f 9 02 -- usE. 114 `7" 2 I'-1 35 F6N,r '171APl-I P,A A r.-.I CA1'AC IT`S V511 r lekiP (.l L x IKE L2) (--)// 10d e 6 6 0 �O,e 3 ' (5 HEAR l G,TW Of • Si iikR I, I. & 2EO0 =- LIP0110PLF)7/5243tv 36' Tb7p4 t., 'PAplime„).,? �sioAi c40/1/7 y' 6o00 rf ' (a)(7y7 ) � 1 e eu • (cevs tlt*Gr /00Aint )...Oct — 3: wcp, 45e a N OPIF `- / p�F r Lt56v� OCCue e 6 ° C )� 3aopc.F Use,. S,/ '/ ) ,5 P157"4 3 G G e3 or . J E ie4 f-' . : AD..7 ?•cen)r 613/6 f ,- mom =oa,, ,,na..i, rw;., «. , n m..,,n,,,,,•.. .r ..,ri ..,. .r. ..,,s.. • F.... ...s � >; ... ... ,., LEO SCEZSCOMMill PROJECT 11A S< Tteaff V • SHEET NO. rG • e OF 9 B & T DESIGN & ENGINEERING, INC. DESCRIPTION P i 14 Dp 1 K DES - re, DATE f'' / 1 S (206) 462 -9558 CHK JOB NO.14 t 7- f3 • �i lQ r01 1 - CoYGtviq, - (4) (.OV o - 1,4A St,tEetv •PYonl V -C(Iev) (4's 2.1o N - 12it ,zk P Lack ik - 28 ,Lk . 1 3I fi(es .:__ , • R 4.Ilou ! 1i?- Ivc firaectve pat.. N Fowl G u)Gti4d/I zM o) n =b - 14 H .25 > a fi' z ia • .I 3 8 •3 H = 5,3s1- Ce * ,24s.N x z4 = 0.16 k P, = C,� - P . _ ,I ,� k- 4k i 4,1U k �µ 9 I,�.(�.Z() " ID,IW A z'R'd�' z5It 5A,z - �loes4. V. • , may, , k ; -{. = (z x 8, z.ce x t +. _ I? f o "-k max uneg)(4/ e i cAuck. n'ioctakt s o Vo:� • ao . - s 6ut4 . p4 e I6,v4a) • . • a 3 { � ', ' I� " Io 511,440 . • 3 ✓ , J • Z s ps 5 T: ' S(,9 }V 1600 )0.$ 0, 04. Pi In v Gt.. eYe �� (,o a. -G • „...,.. ... ..,.,, ,..,..,,."....,,, ....., a:. i, ,- .::L`, S ....C, iviil'.L"sr-':. .:';`ii..fl`r.4= •:e...,t1t. ...r.S+`4'..YY... 4 •. . .•.,. r3', 'k : tilrVilii?.:,T f .... + 1� (..',::!'' ([.... PROJECT iCatie. R — j"in,,.ti 1W SHEET NO. 1'C • 9 OF c B & T DESIGN & ENGINEERING, INC. DESCRIPTION (F' I t/. bm i A H DES ?t3 DATE '' t (206) 462-9558 CHK JOB NO, 1411.0 f. opt co-f, G _ •�� Ij 'f',ie�`L SLR 6 iv.,(1.2, • M Lo o a- 1;u., evio ✓ pit g, 5Yoctr ,- 54 z k • • . ', • 10 °/6 .0P 51.:.2., s: 5, -tz k .ro ,, (.: . ' ,•otte( 4-roof;44 viLip 6(db . (--c.1 ',400.1` ( 4- ... (f+) . . • ; . t,I1.1.4.. 4vtv" - f'ric:c(r�t • Lott 1 Y R (,1 (.5,1•zi.)•• - )1 ks; Coo 1‹,(1. 0 . Rd ,to.)(., 9 4 x . 2 . ) Co v►�tc,y(0) 4 1 IAA CoNG Vt'.! e - , .� 1 .`�.g. ) . ,00l i. 5 6 A. LS/ • • • . . . t . , - • , 1F ° -° S & T DESIGN & ENGINEERING, INC. & P.O. BOX 3654 • BELLEVUE, WA 98009 (206) 462 -9558 • (206) 462 -7971 (FAX) STRUCTURAL CALCULATIONS FOR TRUCK & TRAILER SALES 12119 EAST MARGINAL WAY TUKWILA, WASHINGTON JUNE 16, 1995 �.� E.Bg 4 4 pF WASy0 ) 6?_ A r fo A F - Fa�SrEa� � 6' /ONA1. FEXPIRESvps sP 4 V RECEIVED CITY OF TUKWILA JUN 1 6 1995 PERMIT. CENTER • 8711•11 r PROJECT Truck & Trailer Sales SHEET NO. G -1 OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION General Criteria DES T. B. DATE 6/95 (206) 462 -9558 CHK JOB NO. 94178 Lew BUILDING LOADS: i , ROOF; BUILT-UP ROOFING 2.0 PSF 5/8" PLYWOOD 1.5 PSF PANELIZED FRAMING 2.0 PSF R -30 INSUL. 2,0 PSF SUSPENDED CEILING 2.0 PSF MECH. & ELECT, 1.0 PSF MISC. 1.5 PSF TOTAL DL = 12,0 PSF LL = 25.0 PSF LATERALL WIND = 80 M,P.H., EXPOSURE "B" E.Q. = ZONE 3 i BUILDING CAPES: y994 UBC liii ALLOWABLE STRESSES; SOIL - USE 35 TON AUGERCAST PILES CONCRETE - fc = 2500 PSI FOOTINGS fc = 3000'PSI PANELS REINFORCING - GRADE 60 (SLAB DOWELS ARE GRADE 40) TIMBER - 2 X HF #2 -1 ' 50 PSI (REF') GLB'S - 2400 PSI j ILmgag umatumaimasa PROJECT i i:i i ;i : 6th S SHEET NO. OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION r F ovi ti�1 DES TB DATE 'i J el 5 (206) 462 -9558 J CHI< JOB NO, 14- op) O Q ° Q 0 0!O U... 4e' 1 0.lf . I j 0 ii • to f :14 1 . 1 4 1 . r. " I ) _____ I . _._._._..0 if (rOv1s e. Ai A v 'O /c I' I I I : I I , If& , I! PLO' i ' 1 If • } C a Q 1 o { . • II I 8 7 110 IL PROJECT 13'1,16L. A 1 u1 o,V l j�t 1J.e, SHEET NO. OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION ae Fra bai t/1 ` DES TB DATE 5.1 (206) 462 -9558 CHK JOB NO.941 11 1-��i cue Rewj' Jr v tit � = 25' , ` 11A) . s ' ` tb o , : V(10 L0 = 96 t IE 6'(i.) - Zoo p, U (7-0 r 23Iz5 ‘-.113 >+z. = 7•••• ) S ev " -I b S 10,5 t vt 8 , �°� fa z y`) p° 1 4 z,' 2 1. 2 - v Z • oft L- AitiattA t,UYlbit -'�' lo v ol 04 314 it+� 2')t 1 ,a GIu(altt v It' ! � �Pw ( s :. .. C. '• „„ 1 ! ; Pi P t r ( A P P P IN I ; I , • 4� 8' 1 8' 8' 1 8 , 8 ` ' LQ Z' ! i13 e' 0' 8 . 6,114 I 2l� B I 11130, 1 ki x,5, � M=22p ' -k • +M3Ig4'-k • tea•• ... y�13 q ' , � t?3i.i.k 31% 5�.a . ,.,,. AS. ,., ., . .... %i'i'7t, :N3'i"• , ..•'.< ,4,.. t,... r , u%C , ...,,...a•m'..= 'Y'.v"":44^4•T. .1i.M'TY o.Amre,,; Nnnn'..rak Y lf., a., m a.,a krt, n ;.,..,- .._........... ,...,. w wrw- rN: ir fi; tf;;6 4_ ti„: tV.VV! it r..t.)' t4`.':; 11gftMdtt&IA . C • �' il0� ( i . f . • 1 I� PROJECT Tte•k►Gk ac TVai1Lv S,•I4 1 SHEET NO. OF IMOMMIXEINNIMENS B & T DESIGN & ENGINEERING, INC. DESCRIPTION Ge91 uuit N S • DES 'TB DATE _ . (206) X162 -4558 CHI< JOB NO. e t • (7 dt,IaFYt (ol at vt' ! . • b p t ��� • • r = �j�,Lk �= 25 �2' Z�U b ?. ( s Ip��C��� , ��s 30.E ; • b . • Gr �,� • . . , . l '', I - ....._ (!e•EL/ .......1 . rgi). ';'" . i ( .t (1- / .L. )) .. . . (, r,, a / r. 4 ) , X F : (065 4 . 1 i I G G t t 7. Z : ' .. , . i ; . ; .. , • s', 5 . = 540;105i. t ti P6t .d 3 • • i ; t 1 . • . t : (i } ! r :r.'. •e�. .. it ..L '�l:• ♦ r ".1e.. .y., "+t`.d`i' ': AG °sm n ..A v r.x.._x. ��... lir.....::i• +:l.•, ":',t; % .... .... ... .. .....L.,. r...,, .X<i F:,`"m.:it 4 t i � f C — ar• (._'' I� I 1 L PROJECT - TI(�V.K aeif r,.i ior 64A.ra SHEET NO, OF B &T DESIGN & ENGINEERING, INC. DESCRIPTION rotkwAdAvP 1 f6P:4.1g 14 DES - re. DATE 6 r (206) 462 -9558 CHK JOB NO, � f. • Q • , ' 4 3 9 Q • I T , ;. . Q. • r. ∎wr f ewf I" • d o � f , low: r sow f I74' 11 .f 7, , • ' I ,1 11 ' 'I± ' 1 1' ' ` 1 1 ' 'I II; ' ` If I• I' I I I 0 • , — • . _ —• t _ i 0 L 1 I 17 1. I 1 • - 1 • - -.. .._ . _ I • i i i I. ' dd 1 ; • I i I i s l; � • ( is I I I I • 1 i i 1 I . I I 1 • II 4 III I; ' I , , o I I +I I I • 1 I6 I: I I I t 1•11‘01 1.." i '1� _f —T MGM J 0 11;1 : II1 ; ;III r•1 ne r• ' r ` ro el ►iw �1(f ip � �I�- era , �1fr re Ir... I, 1 i L. . • . , 'i i i . , : �" y o . • • 1'I U1 Liuml gratommasammo PROJECT '1 S. lVit t [tl/ e S SHEET NO, OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION 561.4 LteA cut tlefri ik DES 78 DATE / Nu-, (206) 462 -9558 CHK JOB NO. 1414.6 j i fe.r l rrtiv '.e,V ' & Ira See".. ; • • ' w i q o i eic 4,,p Z■5' (25). to ._.. plc - m - w` : RN ! J , Il '.. : . • l ''' t II 1 fi . , , , , . : . I ! ',RP • :, 1 ,R 4 1. X z5 i &till` - (II I0'4' 25 °fit ' ! .te, ok ' I '4o V ut i. V4 a ic>4,Q b4ft t. .,.{� : 1►t(als)Zt� = y.L , . 3i5 k 6,3a " 2 i • (3) #5 60111 - T& B nn II_`� LI-,,, r . ; 2 I 4 (" ) X 1 ? • 5 Ii : ,4. '', . : .. 1 ', ', ; • , . ; } I i i 1 r. PROJECT 'tvul ak R 1 et i li i• 5 rA.A -4 SHEET NO. OF B &T DESIGN & ENGINEERING, INC. DESCRIPTION Po.V,t.1 T 4ii� DES i DATE 6 iel ,5 (206) 462 -9558 CHK JOB NO, 1 k 1i. g X ).. : 'E : ' ' ril n C . N. n Q.._. • ._ I q • n a ill 11.1 w t � .. _ `1 ii l 1 , , , .i 4- 1 . „ f .° C U LIM= PROJECT - TO A 4 S{ -rvA.i kfr .( lf. SHEET NO. OF B & T DESIGN & ENGINEERING, INC. DESCRIPTION PA.t4.( DP_511 N DES _ TB DATE '5 PLE (206) 462 -9558 CHK JOB NO. 14 1 14i + + + . + + $' I I I I l I I l o -,. -. ' a • _ " 7 ...; I I1 v+ w Ai ' k`9 IN ill Q , IN Z c a - 4 J ii. y !, 3 3 3 � i� '._._ ; i. Cam' t I IN 16 • � i i is is j t " » B & T ENGINEERING CONCRETE JAMB DESIGN (version 3.0) Sheet of P.O. BOX 3654 Truck & Trailer Sales Bellevue, WA. 98004 • jambs = po 100 = JAMB DATA height (ft) width (in) thickness (in) add thickness (in) K factor parapet ht (ft) B & T ENGINEERING CONCRETE WALL DESIGN (version 3.0) Sheet of P.O. BOX 3654 Truck & Trailer Sales Bellevue, WA. 98004 typical panel po 100 WALL DATA height (ft) thickness (in) added thickness (in) K factor parapet ht (ft) 25.00 6.00 0.00 1.00 0.00 MATERIAL DATA concrete (psi) rebar (psi) 3000 60000 LOADING DATA unfactored wind in (psf)= 14.2 out (psf)= 18.9 seismic zone 3 press (psf)= 16.9 import fact= 1.00 ledger LL(plf)= 970 DL (plf)= 470 ecc (in)= 1.8 % LL w /seismic= 0 concentrated load LL(lbs) = 0 DL (lbs)= 0 ecc (in)= 0.0 % LL w /seismic= 0 strip width (in)= 0 concentric load LL(plf)= 0 DL (plf)= 0 % LL w /seismic= 0 horiz load pif (+ inward)= 0 dist above floor(ft)= 0.0 REBAR DATA Vertical #4 at 12.0 in d= 4.50 Horizontal min inA2 / ft 0.14 MOMENT AND DEFLECTION RESULTS + inward - outward Case Pu (kips) Mu (in -k) Phi *Mn (in -k) defl (in) Allow defl(in) Comments 1 1.3 16.3 50.48 0.17 2.00 case ok 2 1.3 -25.3 50.48 -0.27 2.00 case ok 3 1,3 -24.9 50.48 -0.25 2.00 case ok 4 2.1 14.0 53.01 0.15 2.00 case ok 5 2.1 -28.2 53.01 -0.43 2.00 case ok 6 1.5 -25.3 51.12 -0.25 2.00 case ok 7 3.6 -7.6 57.45 -0.06 2.00 case ok LOAD CASES 1) .9DL + 1.3WL inward NOTE in cases 1), 2), 4), and 5) the 2) .9DL + 1.3WL outward LL used is 1/2 of the applied LL 3) .9DL + 1.43EQ 4) 1.05DL + 1.28LL + 1.28WL inward 5) 1.05DL + 1.28LL + 1.28WL outward 6) 1.05DL + 1.28LL + 1.4EQ 7) 1.4DL + 1.7LL • 17 C. PROJECT /Rucie 14. SHEET NO, 2- • ( B & T DESIGN & ENGINEERING, INC. DESCRIPTION DES PK DATE tpll6 (206) 462-9558 CHK JOB NO, 79,78 L AregAt_ spsviic F__01.ie. , v _ R 69 N 31363 14.) r) n 6s = 0,13ef(2) toog(m fr.r = /33 Fi 64AL.Lo PC"CF 11 I id c) E01API-1 1 ExtoStIPC. : 3 p= Ce.0 0 r ce ce fr ROCI 5 (1; )( 2 3 1(01 r5F ? (1.)( " ) 1511(70. _ Terg-20) = (0,67)C " ) = 1 - I 1115-) (b(?)( " ) 1.3, , F = (2I,S2)+ (i 1 1X 5 ) +- (j t (1,a)() "nrkro 1 Ft_r , 'Rry < trrioor S/-4tc GoveleAls Sii t' 1SMIC Govei rfSor Pt eeec r IOUS 13A5C SHM e V " V - . 7 : 1 1 00 0 ! (.733p.r) L ' 1 1S. 3( TOM. I ' ." PIAPli RAC,a4 ; si e_H e1, 1 0 IL12 > M sWSco dr „r ®.e:a C . ` .. II 871111.111 �L t PROJECT TVtiakz, , t',►i Iii+ � ctt €5 SHEET NO, L- 2 OF a B & T DESIGN & ENGINEERING, INC. DESCRIPTION _ DES DATE (206) 462 - 9558 - CHK JOB NO, 4l3.9i , l i s 4 s • 0 I. . • I I 0 - • I � s = =. - -�. K - _r , _ -- - - - -- 0 ,r =sans 5, I I .e 1 �w ._ q n r It '21L5k �- • f21TPkF ° --- : ' • �` G QFIDRPs 5 '�I K 171 a • _. —,— — .— . - 3t —,._. . < ; ” — — .I.— _._ 0 jam_ v v l15 Y4� ;�1333K I I . T_ . , ; • A . ; ' Nr- • . — - — —.._. T -i • i • i ..� I,. .. I , I : ; . ' I : . I • I. #` era a 11 i ir 1 e ,r e ra , o s. 1 b ' . • 0 1 1 . 1 J 1 j1 1 1 j ... i 1 ... x1 .,1 1 1: I L 1/33 '' II k / c7,40, S' roRCeS ' �.ki . N'S• . C /v/..TR /C ; c..) ... . ............, .... ....r v. m'rH.vsf...:. Ytx...zt.5.'t.ya ,.....Y:. Y..r E.:Gnvrvn.lt..t... f }I.fi .ANN »..Y ✓.r.: >fKR:i^ Sib "rM1r }'+r�'t+1.N:h }C.�.�`Fn },• me tv»v,.wa.„ w.a.+.wsru..vsxwv.• vArAn. p. rrn' ..•.+ mun. a✓........ �.... �... re...,. v. e• .R.:•a"AF...'i'�.. �..+7'F •: n > }PM#%tt'.zUe:}:� Hy .'r. �1lLA, 14 C it of Tukwila Mayor r � � =.�;,y ; � � � � John W. Rants, Ma \ I ��d,,. Department of Public Works Ross A. Eamst, P. E, Director /908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: November 28, 1995 SUBJECT: Truck Trailer Sales 12119 East Marginal Way S. Project No.: PRE94 -036 Plan Check No.: B95 -0202 Activity No. PW95 -0353 Contact Person: Mr. Scott Traverso Phone No.: (206) 277 -8170 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON November 28, 1995: PERMIT FEE PW95 -0353 Street Use $25.00 Total $25.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at 433 -0179. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431-3665 ;.METR® Non -R "sidential Sewer Use Certification (To be completed for all new sewer connections, reconnections or change of use of existing connections. This form does not apply to repairs or replacements of existing sewer connections.) Pursuant to Metro Council Resolution Nos. 5719 and 5968, all sewer customers who establish a new service which uses metropolitan sewage facilities after February 1, 1990 shall be subject to a capacity charge. The Motro Council has established the amount of the charge at seven dollars ($7.00) per month per residential customer or residential customer equivalent for a period of fifteen years. The purpose of the charge is to recover costs of providing sewage treatment capacity for new sewer customers. The charge is collected semi- annually. All future billings can be prepaid at a discounted amount. Questions regarding the capacity charge or this form should be referred to Metro at 684 -1740. (Please print or type) r Owner's Name —-L- ! !04 yfkS /i 61 S / Party to be Billed (if different from owner) Property Legal Address: Mast, First, Middle Initi Party's Mailing Address: (if different from property address) Subdivision _ Plat ,•� Property Street /2//' iti KG,/vb�. 4 i D Address City, State, Zip .00(J /L4 I bt14 9 ? '/4 City or Sewer District al C Vf - Owner's Phone Number (2 - ) 2-7 7 in 70 Date of Connection Owner's Mailing Address: (if different from above) Side Sewer Permit # e0// - • A. Fixture Units B. Other Wastewater Flow Number of Fixtures x Fixture Units = Total Fixture Units (in addition to Fixture Units identified in Section A) CPublic or Private) Type of Facility /Process: Fixture Units No. of Fixtures Total Kind of Fixture Public Private Public Private Fixture Units Bathtubs and /or shower 4 2 Dental units or lavatory 1 - Estimated Wastewater Discharge: Dishwasher, commercial 4 - Gallons /day Drinking fountain (each head) 1 - , Hose bibb or sill cock 5 3 '7 Residential Customer Equivalents (RCE): Laundry tub or clotheswasher 4 2 187 gallons per day equals 1.0 RCE Sink, bar or lavatory 2 1 l., -3 Total Discharge (gal /day) _ Sink, clinic, flushing 10 -- RCE Sink, kitchen 4 2 187 Sink, other 4 2 Sink wash, circle spray 4 - C. Total Residential Customer Equivalents: Urinal, flush tank 3 - (add A & B) Urinal, pedestal 10 - Urinal, wall or stall 5 - A Water closet tank 5 3 'L 7_., + - O,► S - Water closet, flush valve 10 6 Total Fixture Units 7 B 0 Residential Customer Equivalents (RCE) RCE 20 fixture units equal 1.0 RCE 0135' - Total No. of Fixture Units 01 3S 20 = C ' RCE I certify that the information given is correct. I understand that the capacity charge levied will be based on this For Metro use: information and any deviation will require resubmission of Account # corrected data for determination of a revised capacity . i Monthly Rate charge. Six Month Due Signature of Owner/ Representative -^—~- I J o/ 4 ,. Print Name of Ownerl ' r -- Representativ 4--c'D1r /Xs4 1/ e )(%v t o / /I.6 Date / 2. S'l7'5 — ` 1050 (nev. 5/91) White - Metro Yellow - Local Sewer Agency Pink - Sewer Customer ?? 4 > Y C :. • OCT 03 '95 08:37 B & T DESIGN & ENGR 206 - 451 -1499 P.1 • IF B & T DESIGN &, ENGINEERING, INC. ii & P.O. BOX 3654 • BELLEVUE, WA 98009 9:5- (206) 462 -9558 0 (206) 462 -7971 (FAX) FAX MEMORANDUM • ' DATE: October 3, 1995 . ' . • J OB. NO.: 94178 . FAX NO.: 4 31 - 3865 '. PROJECT NAME: Truck & Trailer Equipment Building . R C CITY of Thi � s {{l� ►a �EXPlRES f�l u �...I • ( � S4J y n XP r a o• CENTER Dui MIT : . . • . ., ... ..,;.�; ".r .� ,._ i•.ai1V .";Y:',:.', RAl SiVAY..,_ ^ 4:;..rl":ti: , t- Kt %t•n.... tub''Y df]R1,111: cd'e: -mm . n.r...,...<...»....... ,,, ofatN W'.`.l4.'4:nigur;!,aYr«1N3;CA X15.w` § VVWVE'MSV #.'M ' • C: .." _ 1 . s Qi o � ` :) t C ity of Tukwila John W. Rants, Mayor C .l '', tr? j it f ; Department of Public Works Ross A. Eamst, P. E., Director X ., r 1908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: AUGUST 10, 1995 SUBJECT: Truck Trailer Sales 12119 East Marginal Way S. Project No. B95 -0202 Activity Nos. PW95 -0243, 0244, 0245 Contact Person: Mr. Scott Traverso Phone No. (206) 277 -8170 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON August 10, 1995: //,^ PERMIT FEE � �` O PW95 -0243 ACCESS $25.00 6' �\ PW95 -0244 STORM DRAINANGE $25.00 e0 PW95 -0245 FIRE LOOP HYDRANT $25.00 TOTAL: $75.00 Two copies of the confirmed Utility Permit Application Form with a set of plans are attached for inclusion in the permit file. If there are any questions that may arise, please advise me at the number below. JJS /mv Attachments a/s cf: PW Utilities Inspector (w /copy of application/plans) • Development File(w /copy of application/plans) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433-0179 • Fax (206) 4313665 .. :.. .... .. ...:.. ..:. ...... ...... .. .............>.r ...?.:.: 7: i ;..sT..... n . .+•«a..: R...y v. ^ «...k»,.... ........ ... ......._....».. r....«. v4:. nn. raa...:«}: r YUe: trnreww+ u.. w......... ..... »......,.+...vrrhYAle4i?!E Y. ( .. R O B E R T PROFESSION \I. 1001) NORTON 8l'11.DI \6 116 SOLTII HOTEI. STREET SER \ICES 801 SECOND ACE \I'E St ITE 2020 FossA CORPOR\TR)\ SE-\TTLE.1\1SIIICGTO\90104 110 X01,1:11',110.0196813 TELEPII \E: 12061 621 -IR TEI.EPIIO\E: 1808) 333.6699 A S S O C I A T E S F\\:1206) 621.9740 F\\: (1108) 3.13 -2200 CONSLI.TI \G ENGINEERS August 18, 1995 RECEIVED B & T Design and Engineering, Inc. CITY OF TUKWILA 826 102nd Ave NE, Suite 600 AUG 1 8 1995 Bellevue, WA 98004 Attention: Ms. Terry Baldwin PERMIT CENTER Reference: 95 -T -13 (TW Traverso Trust) RFA #95102 -13 Dear Ms. Baldwin: We have additional received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. We have no additional comments. We have forwarded the drawings, calculations, and soils report to the City of Tukwila for their records. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS:3 cc: Mr. Duane Griffin City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95T13 3.000 0/17/95 e , R O B E R T // -- '' �� ^ \ PROF'FSSIO\ I, l000 \(IRT0\ HCll.bl\0 116 SOITl111UTE1, STREET FOSSATTI SER17CF:S 801 SECU\D \PF:\CE 2020 t:ORI'OR \TIO\ SF.\T'CLF. 3 \SIII\GTO\ 9810•l 110X0 IIO \OLCLI:. I1:111 1II 06£313 TF:I.EPIIONE:120611121-1803 TELFPIIO \E: 18081 333-6699 A S S O C I A T E S . F1k:12061621.97-10 F'\ \:1110815.13.2200 CO \St'LTI \q E\CI \ERRS August 17, 1995 B & T Design and Engineering, Inc. 826 102nd Ave NE, Suite 600 Bellevue, WA 98004 Attention: Ms. Terry Baldwin Reference: 95 -T -13 (TW Traverso Trust) RFA #95102 -13 Dear Ms. Baldwin: We have additional received information on the proposed project and have reviewed it for compliance with the structural p portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Delete Precast Panel Note #9 (Sheet S5) from the Structural Drawings for clarity (as it does not apply). 2. Verify anchorage of.precast panels for out -of -plane lateral forces. It appears that the MSTA36 shown in Section B on Sheet S4 of the Structural Drawings may not be adequate for required forces. Note that anchorage forces shall be increased by 50 percent at the center one half of the diaphragm span, in accordance with Table 23 -P, Footnote 3. Revise drawings and calculations as necessary. Please respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office as required. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. RECEIVE Sandra B. Stampfli, P.E. q 1 8 1995 SBS:2 CUIVIivIUN cc: Mr. Duane Griffin DEVELOPMENT Y pEVELOPMENT City of Tukwila 6300 Southcenter Blvd., Suite 100 Tukwila, WA 98188 95713 2.DOC 8/17/95 ;. IF B DESIGN & ENGINEERING lip..:. II- P.O. BOX 3654 • BELLEVUE, WA 98009 (206) 462 -9558 • (206) 462 -7971 (FAX) ■.,_,il4 Robert Fossatti Associates AUGUST 17, 1995 1000 Norton Building 801 Second Avenue Seattle, WA 98104 RECEIVED Re: 95 -T -13 (TW Traverso Trust) review response CITY OF TUKWILA letter to RFA #95102 -13 dated August 17, 1995. AUG 1 81995 Attention: Sandra B. Stampfli, P.E. PERMIT CENTER Dear Ms. Stampfli, The following listed numbered responses are in correlation with your August 17, 1995 plan check letter (RFA #95102 -13): 1.) See submitted sheet S -5 for the removed precast panel note number ngn, 2.) The loading for the center half of the diaphragm is 360 plf at an increase of 50 W. The total load per strap equals 1440 lbs at a 4' -0" on center spacing in the center half of the building along grid E . See section B /S4 for the revised strap spacing call out. Thankyou for your immediate response to these plan check items. I am only submitting the sheets that have been revised for the two items in your comment letter dated August 17, 1995. Please call if you have any questions regarding our response. Sin - - y, 1111111 op n nd Terry liz -•- - =a dwin P.E., S.E. (President] • 1 F $- -° B & T DESIGN & ENGINEERING, INC. LUG 1 5 1995 P.O. BOX 3654 • BELLEVUE, WA 98009 ROBERT FOSSATTI ASSOC. (206) 462 -9558 • (206) 462 -7971 (FAX) Robert Fossatti Associates AUGUST 11, 1995 1000 Norton Building 801 Second Avenue Seattle, WA 98104 CITY RECEIVED Re: 95 -T -13 (TW Traverso Trust) review response AUG 1 u 1995 letter to RFA #95102 -13 dated July 19, 1995. PERMIT CENTER Attention: Sandra B. Stampfli, P.E. Dear Ms. Stampfli, The following listed numbered responses are in correlation with your July 19, 1995 plan check letter (RFA #95102 -13): 1.) The "Rw" factor has been shown on sheet S -3 as you requested. See resubmitted sheet S -3. 2.) The "6 inch typical" precast panel thickness note is directly below panel #1 on sheet S -5. There are no reveal strips on the exterior of the panels for this project. All panels are 6" thick on this project. 3.) The typical "d" for the solid panels is 3 ", see calculation sheet PC -6. The wall reinforcing is in accordance with UBC section 2625 (f) 2. for walls resisting seismic shear forces. 4.) The submitted panel design calculations reflect designs for panels #1, #3, #4, and #14. See sheet PC-1 thru PC -5 of the calculations. Panels #4 and #5 will be braced by the 11' -6" mezzanine from grids 1 to grids 3 along grid A . 5.) The submitted calculations reflect the design for these items. See calculation sheet PC -7. 6.) The minimum embedment for the expansion bolts is 4 ". See updated detail B /S -4. 7.) See updated structural plan sheet S -2 for the correct section cuts. 8.) See submitted calculation sheet PC -9 and section F /S3 on sheet S -3 for the updated section reinforcing. The 5" slab on grade is thickened at the pile caps and acts to brace the top of the pile through the restraint of the slab around the pile cap. 9.) See updated calculation sheet PC -8 for the design of the piles per UBC section 2625 (e). See section C /S3 on sheet S -3 for the detailed reinforcing at the top of the pile. Sin - - Terry Eliza.e Baldwin P.E., S.E. [President] • i f * ' REVS! j r► � � 1 11l 1t 1TTAL DATE 5 • PROJECT NAME YL frt- L fit' LA I ADDRESS Z I • ■ .4 CONTACT PERSON •L O f .J1, S p PHONE 2-7 7" 5 1 0 II ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER 'J oz. 01, TYPE OF REVISION: eie - , iL SHEET NUMBER(S) (� — / "Cloud" or highlight all areas of revisions and date revisions. SUBMIT'T'ED TO: CITY OF TUK AUG 0 9 1995 • PERMIT CENTER !b 1N C a_ +x • R 0 B E R T a? PRf )FESSIO \' \I, 1009 \ORIO\ SL ILDI \O 116 SOl TII HOTEL STREET FOSSA I SERA OI0R 1SII :S 801 SEGO\ :\l F: Sl'ITF:292C CRPOR4TI0\ SEa1Tl.E.1 \'1SI11 \GTO\ 911194 IIl) \OLCLL.IIIN: All 98NI:S TEI.EPIIO \E: 12061 621.1803 TELEPIIO \E: NOW 533-6699 A S S O C I A T E S F.1\:12061621.97.11) F \\:181»11545.2200 Rl C E IN/F CO\Sl'I,TI \l: E \(fl \FERN JUL ' 0 1995 (;()IV VIuhvi 1 Y July 19, 1995 DEVELOPMENT B & T Design and Engineering, Inc. Bet 5 ceoz_. 826 102nd Ave NE, Suite 600 Bellevue, WA 98004 Attention: Mr. Terry Baldwin Reference: 95 -T -13 (TW Traverso Trust) RFA #95102 -13 Dear Mr. Baldwin: We have received information on the proposed project and have reviewed it for compliance with the structural portions of the 1991 Edition of the Uniform Building Code as adopted and amended by the 1992 Washington State Building Code. Our comments follow: 1. Include the R,,, factor used for the lateral design in the General Notes on Sheet S3. 2. We do not find the precast panel thickness indicated on the Structural Drawings. Also, Precast Panel Note #9 (Sheet S5) indicates that a 1/2" reveal is permitted. It appears that allowance for a reveal has not been provided for in the Structural Calculations. Coordinate drawings with calculations and revise as necessary. 3. Calculations for a typical precast panel indicate #4 at 12" o.c. vertical reinforcement, with d = 4.5 ". The Structural Drawings do not appear to reflect this. Coordinate and revise as necessary. In addition, note that minimum vertical and horizontal reinforcement requirements are to be in accordance with Section 2625(f)2 for walls resisting seismic shear forces. 4. Provide design calculations for precast panels #1, 3, 4 and 14. 5. Provide calculations for anchorage of precast panels for out -of -plane lateral forces. Verify adequacy of straps and anchor bolts (shown in Sections A -D and K on Sheet S4) for required forces. Provide subdiaphragm analysis for development of anchorage forces, for review. 6. Indicate minimum embedment required for expansion bolts shown in Detail B on Sheet S4. 7. Several of the detail references indicated on the Roof Plan (Sheet S2) appear to be incorrect. Revise for clarity. 95T13 1.DOC 7/19/95 • .:. ... ..lr. N+n mru ,....... .... M.. v.ry .. ..... ,., ..i:mn...,. ».. ....�..Mw......... ..- .w....•v.ar..vr...nwn`�Uxe 4r.re r. .««....a.r,.. r. emu; E'.: U:'. uF!` EViKR: F�' At.:' ei1= y. �V' Y; iftis. 7' ``;°';."'7'd,e:.2:.Hdn�v4m}FRi. .k'" 95 -T -13 (TW Traverso Trust) � RFA #95102 -13 July 19, 1995 Page 2 8. Pile caps shall be interconnected with ties in accordance with Section 2908(b). Provide calculations and revise Structural Drawings as necessary. 9. Design piles for flexure in accordance with Section 2910(e). Provide design and detailing per Section 2625(e). Please respond to the above comments in itemized letter form. Resubmit two copies of revised drawings and one copy of revised calculations to our office as required. Best regards, ROBERT FOSSATTI ASSOCIATES, INC., P.S. Sandra B. Stampfli, P.E. SBS : 1 cc: 1 46' � Duarie :Grief fin' City of Tukwila • • 95T13 1.DCC 7/19/95 • e■A ( 2 CITY OF TUKWILA, 6300 SOUTHCENTER BOULEVARD TUKWILA, WA 98188 * EVllSON SUIzMITTAL* * DATE q5 PROJECT NAME 7: rcivcro u5 ADDRESS C` E ICII O N t A tirgi ( V/ Wy CONTACT PERSON 660 Tra verso PHONE ARCHITECT OR ENGINEER PLAN CHECK/PERMIT NUMBER I:3 q5.-040,9 TYPE OF REVISION: /a rld6Ccq Plan c 5/29 4 7 1 , - SHEET NUMBER(S) "Cloud" or highlight all areas of revisions and date revisions. SUBMTITED TO: Bldg. 4 • RECEIVED CITY OF 'TUKWILA -a\cicdr; JUt 1 21 PERMIT CENTER 441) H I' 4 % �q it o f Tukwila ; 0 � sy � � 0 y FIRE DEPARTMENT .•, 0 444 Andover Park East 0 Tukwila Washington 98188 -7661 L Z (206) 575 -4404 1908 John W. Rants, Mayor June 30, 1995 Fire Department Review Control #B95 -0202 (510) Re: T.W. Traverso - 12119 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. An approved automatic fire sprinkler extinguishing system is required for this project. (City Ordinance #1646) 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) ��,�w1�A �q City & Tukwila s � Cj� � FIRE DEPARTMENT 8 N. 444 Andover Park East $ Tukwila, Washington 98188 -7661 (206) 575 -4404 ' /90B. John W. Rants, Mayor Page number 2 3. No point in a sprinklered building may be more than 200 feet from an exit, measured along the path of travel. (UBC 3303(d)) Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. Exit doors shall not be locked, chained, bolted, barred, latched or otherwise rendered unusable. All locking devices shall be of an approved type, (UFC 12.106(c)) Dead bolts are not allowed on auxiliary exit doors unless the dead bolt is automatically retracted when the door handle is engaged from inside the tenant space. When two or more exits from a story are required, exit signs shall be installed at the required exits and where otherwise necessary to clearly indicate the direction of egress. (UBC 3314(A)) When exit signs are required by The Building Code (see U.B.C. section 3314(A)), additional approved low level exit signs which are internally or externally illuminted, or self - luminous, shall be provided in all interior exit corridors serving guest rooms of hotels in Group R, Division 1 occupancies. The bottom of the sign shall not be less than 6 inches or more than 8 inches above the floor level. For exit doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign within 4 inches of the door frame. (UFC 12.111(e)) 4. All electrical work and equipment shall conform strictly to the standards of The National Electrical Code. • (NFPA 70) 5. In combustible construction, fire blocking and draftstopping shall be installed to cut off all concealed draft openings (both vertical and horizontal). (UBC 2516, 11 (F)) ,+ • � 'y,4s City �1f Tukwila p� y FIRE DEPARTMENT - Q I 0 444 Andover Park East p Tukwila, Washington 98188 -7661 W t� � Z (206) 575 -4404 • /9p8 . John W. Rants, Mayor Page number 3 6. Draft stops shall be installed in attics, mansards, overhangs, false fronts set out from walls and similar concealed spaces of buildings having uses other than dwellings or hotels so that the area between draft stops does not exceed 3,000 square feet and the greatest horizontal dimension does not exceed 60 feet. Where approved automative sprinklers are installed, the area . between draft stops may be 9,000 square feet and the greatest horizontal dimension may be 100 feet. 7. 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) When walls and ceilings are required to be of fire resistive or noncombustible construction, interior finish materials shall meet the requirements of U.B.C. 4203. 8. Every building shall be accessible to Fire Department apparatus by way of access roadways with all- weather driving surface of not less than 20' wide and 13'6" vertical clearance. Access roads in excess of 150' shall be provided with an approved turn - around area. Access shall be within 150' of all portions of the buildings. (UFC 10.203,204 as amended) 9. For all commercial, multifamily and single family subdivisions, hydrants shall be placed so that a hydrant is within 150 feet of a building and so that no point of a building (around it's perimeter) is greater than 300 feet from a hydrant. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works rrm./A ..... ..�....,..._..smn c »w ywanrr ` �...•` � City r f Tukwila �► FIRE DEPARTMENT 444 Andover Park East p Tukwila, Washington 98188 -7661 (206) 575 -4404 N Li9Q8 . John W, Rants, Mayor Page number 4 { Association specifications C- 502 -54; it shall be compression type, equipped with two 2 1/2" N.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 10. All required hydrants and surface access roads shall be installed and made serviceable prior to and during the time of construction. (UFC 10.203, 204 as amended) y' 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 ..,. >..,....,,._... ._..,., w_.,,........• „...w as. , w. v.«. n.,. w ,•n,,..w....rm;xv war....:, re, ,. .. r.....,, n<..... v.>. w..:.. vamr.- as>+ cwnnza+ u` nrnorrwriar+.,.. w.,.,-.,... xn. r. rx• v+ awNla# 3 3. ^ ¢ SL$} F:'. �. XiFl�' ?� '"� '.. . '■ ∎ (i City of Tukwila John W. Rants, Mayor i 1v /1/ �� S. . ° •,. ' i;�a'. . / 1 Department of Community Development . Steve Lancaster, Director 1 - June 28, 1995 Robert Fossatti Consulting Engineers 1000 Norton Building 801 Second Avenue Seattle, WA 98104 Regarding: 95 -T -13: (B95 -0202 - T.W. Traverso Trust) Please do structural review per U.B.C., 1991 Edition. Sincerely, C(:)t-Acr"" Syl, is A. Osby Pe it Technician 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 41313670 • Fax (206) 431.3665 , June 27, 1995 " �� Mr. Scott Traverso 42' l T.W. Traverso Trust 11025 - SE 60th Bellevue, WA 98006 Re: T.W. Traverso Trust, Warehouse building. Permit application # B95 -0202. Dear Mr. Traverso: One copy of the construction documents have been sent to our structural engineering consultant for the structural plan review, and this review will be accomplished concurrently with the reviews by other city departments. Please respond directly to our consultant when you receive their comments. Your application is scheduled to be reviewed (sequentially) by Building Division, Fire Prevention Bureau, Planning Division and Public Works Department. The initial review of your application has been completed by Building Division and the following comments are applicable: 1. The South wall of the proposed building is less than twenty feet from the property line. Consequently this wall must be of at least one hour fire resistive construction, with openings protected by 3/4 hour fire resistive assemblies. In addition, this wall must be provided with a parapet which extends a minimum of 30- inches above the point where the roof and the wall intersect. Provide dimension to the parapet detail which shows this required minimum dimension. 2. In addition to having the same degree of fire resistance required for the wall upon which they are erected, parapets shall have noncombustible faces for the uppermost 18- inches including counterflashing and coping materials. (on the side adjacent to the roof surface) Note this requirement on the appropriate parapet detail. 3. Due to the proximity of the South wall to the property line, openings in this wall must be protected by 3/4 hour fire resistive assemblies. Consequently, the openings for the roof scuppers on this wall must be located elsewhere. Please review this situation and revise the design as required. 4. The proposed building is subject to the requirements of the Washington State Nonresidential Energy Code. Provide general notes to drawings which state the method of compliance. Although this is a permit for the "shell" structure there are minimum requirements for insulation at the roof level, and heating limits which are required to ..:... ... ... ...:. e .,.. :..,i.•h .;.; ....... .:d.' 6' .. :'. , .'.:.4. M1,/; :'.. >,.:f: =1i ". n... .:t.' .. .., .Lit .: .. �I .,.r ,.... t..�t`� -. ?' , .(( 4j�Y1• ,,,ri1 T i { "F 4� �. "� Av Mr. Scott Traverso T.W. Traverso Trust Building #B95 -0202 June 28, 1995 Page 2 4. (cont.) ... to establish the "shell building" as a "semi- heated" space. ( Refer N.R.E.C. Sec. 1310.2) Note the insulation to be installed on the construction details. Also, provide a general note to the plans which states the installed heating limits and requirements per Sec. 1310.2. 5. Provide lighting schedule for the interior and exterior lighting. Include calculations as required to establish the limits required by Chapter 15 of N.R.E.C. and show all required lighting controls. Please respond to the listed comments in itemized letter form, and submit two copies of all additional information and/or revised drawings that are developed. The additional in- formation herein requested by Building Division must be submitted prior to final approval of your application. If you have any questions please call this office. Inquires regarding the status of your application should be directed to the Permit Coordinator. Sincerely, Tukwila Building Division Robert Benedicto, Sr. Plans Examiner ►, • ; , ,, . �J ma y . , City of Tukwila Pre - Application Process 'x, MEETING ETING ATTENDANCE RECORD 18 0 8 City of Tukwila Department of Community Development - Building Division 6300 Southcenter Boulevard, #100 Phone: (206) 431 -3670 Tukwila, Washington 98188 Pre - Application PRE94 -036 Project: TRAVERSO TILT -UP BUILDING File Number . Meeting Date: OCTOBER 27, 1994 Time: 2:30 P.M. Site 12119 EAST MARGINAL WY S Address: Date Checklist OCTOBER 28, 1994 By: SHELLIE L. BATES Mailed: CITY STAFF PRESENT DEPARTMENTS PHONE #'s NAMES /TITLES I X I Building 431 -3670 DUANE GRIFFIN, BUILDING OFFICIAL I X I Fire 575-4404 MII.EALDERSON, FIRE MARSHAL . I X I Planning 431 -3680 VERNON UMETSU, ASSOCIATE PLANNER I X I Public Works 433 -0179 JOANNA SPENCER, ENGINEERING; BRIANSHELTON, SENIOR ENGINEER Li Parks & Rec 433 -1843 I I Police 433 -1804 I I Environmental 431 -3680 Li Permit Center 431 -3670 I X I Other: 431 -3680 RICK BEELER, CHAIRPERSON APPLICANT/REPRESENTATIVES PRESENT CONTACT Name: JAMES H. ANDERSON Phone: (206) 331 -5059 PERSON Company/Title: JAMES ANDERSON ARCHITECT Street Address: 5183 SOUTH BERCOT ROAD City/State/Zip: FREELAND, WA OTHERS Name: JOHNBERNIER Phone: (206) 762 -2830 PRESENT Company/Title: TRUCK - TRAILER SALES Street Address: 11001 EAST MARGINAL WAY SOUTH City/State/Zip: TUKWILA, WA 98168 Name: SCOTT TRAVERSO Phone: (206) 277 -8170 Company/Title: OWNER REPRESENTATIVE Street Address: 11025 S.E. 60TH City/State/Zip: BELLEVUE, WA 98006 Name: ROGER HEBERT Phone: (206) 931 -8888 Company/Title: HEBERT CONSTRUCTION INC. Street Address: 3615 WEST VALLEY NORTH, SUITE 101 City /State/Zip: AUBURN, WA 98001 Name: Phone: Company/Title: • ` Street Address: City /State/Zip: Name: Phone: Company/Title: Street Address: City /State/Zip: t ( PRE- APPLIcAT :DN CHECKLIST CITY OF TUKW ILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION — PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO P. RE94- 036... . PROJECT: TRAVERS° TILT -+UP BUILDING MEETING DATE: 10 -27 -94 TIME: SITE ADDRESS: 12119 EAST MARGINAL WY S '• ' • ! . The following comments`arebased on a preliminary. review. Additional information may be needed.., Other requirements /regulations may need to be met: BUILDING DIVISION • rf • ,s cutl•ici* e. ( ikak 1'L S4k wit! (lac* (v lid UK 1 1. Comply with the Uniform Building Code, 1991 Editio v y ncc. l4 dun¢ 95, Codes iv Q�4'e�t d �itivt� 4 PA Iica�i�vt is scdb1i1i4' �cI tail\ c W. 2. Comply with the Uniform Mechanical Code, 1991 Editio �! Iq - FrA 3. Comply with the Washington State Energy Code, ��Edition• ne— • - • - '.- - . -_ _ . _ . ntY 1J exklE, 5Aec3 4 da+c..�.. tunas+ be. ivAc_lu�d� m ci. „ VIa,ne. ( . l )( 4. Comply with Washington State Barrier t=ree Code, 1991 Edition. (as amemL QI — C.1icf 51_20 bJ E 5. Apply for and obtain the following Building Division permits and approvals through the Permit Center: • Building Permit • Rack Storage • Mechanical Permit • Demolition (building) • Other: ® 6. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all • the necessary materials and information has been supplied. Z 7. Construction drawings must be stamped by a Washington State licensed architect. • Zi 8. Structural drawings and calculations must be stamped by a Washington Stated licensed structural engineer. • E ./ 9. A boundary survey prepared by a Washington State Registered Land Surveyor must be submitted as part . of the Building Permit application. Z 10. Temporary erosion control measures shall be included on plans. Normally, no site work will be allowed until erosion control measures are in place. X 11. Rockeries are not permitted over 4' in height. Retaining structures over 4' in height must be engineered retaining walls, and require a permit. • i , 12. All rack storage requires a permit and rack storage over 8' high must be designed for Seismic Zone 3. A Washington State structural engineers stamp will be required on plans and structural calculations submitted for rack storage over 8' high. . 13. Construction documents shall include special inspection requirements as specified in Sections 302(c) and 306 of the Uniform Building Code. Notify the Building Official of testing lab hired by architect or owner prior to permit issuance date. The contractor may not hire the testing lab. • iZ' . 14. Construction documents shall contain soils classification information specified in Table 29 -B of the Uniform Building Code, stamped and signed by Washington State licensed architect or engineer in responsible charge of the structural design work. • D. 1 5 . Demolition permits are required for removal of any existing buildings or structures. I I 16. Comply with UBC Appendix Chapter 35, Sound Transmission Control (R -1 occupancy group). N 17. Obtain approvals and permits from outside agencies: ?V( ELECTRICAL PERMIT /INSPECTIONS are obtained through the Department of Labor and Industries Li N (248 - 6630). [yr PLUMBING PERMIT /INSPECTIONS are obtained through King County Health Department (Inspec- I Lions: 296- 4767.; Permits: 296- 4727). ri KING COUNTY HEALTH DEPARTMENT must approve and stamp plans for public pools /spas and food service facilities prior to submittal to the Tukwila Building Division (296 - 4787). • V y FIRE PROTECTION SYSTEMS plans are reviewed through the Tukwila Fire De epartment (575 - 4404). E 18, Sieuc. +UY&I aservaiie'Yt as ( /u∎r ri 6Y UIC 5eG o7 will.&MY. 19. r 20. . Checklist prepared by (staff):_ yte i►(ct. Date: 10:04 • PRE - APPLICATION CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431 -3670 PRE APPLICATION FILE NO. rRt 94 -036 PROJECT: TRAVERS° :TILT - 11' : BUILDING MEETING DATE: 10-27-94 TIME: 2 :30 SITE ADDRESS: 12119 EAST MARGINAL WY S T fi ' : ollowln comments tiasec� n "a re `Ina re Iew.. . Additional Information maybe needed. Other re' qulremeni regulati his may need t. • = , . • FIRE DEPARTMENT a Construction Information 1.1. The City of Tukwila has adopted the 1991 Uniform Fire Code. This and other nationally recognized standards will be used during construction and operation of this project. (TMC 16.16.120) K . 2. Fire hydrants will be required. (City Ord. #1626) 3. Required fire hydrants shall be approved for !.cation by the Fire Department, approved for purity by the Water Department, and fully in service prior to t,tart of construction. By line of vehicular travel a fire hydrant must be no further than .150 feet from a structure; and no portion of a structure to be over 300 feet from fire hydrar,:. (UFC 10.301 and City Ord. #1646) rK 4. Automatic fire sprinklers, audible and visual devices, and a minimum of one pull station per floor are required for this project. Sprinkler system and fire alarm shall comply with N.F.P.A. #13, #72, and ADA requirements. Sprinkler plans shall be submitted to Washington State. Surveying and Rating Bureau, Factory Mutual or Industrial Risk Insurers for approval prior to being submitted to Tukwila Fire Marshal for approval. The fire alarm plans are to be submitted directly to the Tukwila Fire Marshal for approval. Submit three (3) sets of drawings. This Includes one for our file, one for company file, and one for the job site. (City Ord. #1626) 5. Maximum grade is 15% for all projects. 6. Hose stations are required. (City Ord. #1646) 7. A fire alarm system is required for this project. (City Ord. #1626) Plans shall be submitted to the Tukwila Fire Marshal for approval, prior to commencing any alarm system work. Submit three (3) sets of complete drawings. This includes one for our file, one for company file, and one for the job site. X 8. Special installations of fixed extinguisher systems, fire alarm systems, dust collectors, fuel storage, etc. require separate plans end permits. Plans to be submitted to the Fire Marshal prior to start of installation. (UFC 10.301) EL 9. Portable fire extinguishers will be required in finished buildings per N.F.P.A. #10. (Minimum rating 2A,10 BC) X 10. Buildings utilizing storage of high piled combustible stock will require mechanical smoke removal per Section 81 of the 1991 UFC. Ri ll. During construction, an all- weather access will be required to within 150 feet of the building. (UFC 10.207) 12. No building will be occupied, by people or merchandise, prior to approval and inspection by Fire and Building Departments. X . 13. Adequate addressing is required. Number size will be determined by setback of building from roadway. Four inch numbers are minimum. Numbers will be in color which contrasts to background. (UFC 10.208) r5KL 14. Designated fire lanes may be required for fire and emergency access. This requirement may be established at the time of occupancy and /or after the facility is in operation. (UFC 10.207 as amended) 15. Special Fire Department permits are required for such things as: storage of compressed gas, cryogens, dry cleaning plans, repair garages, places of assembly, storage of hazardous materials, flammable or • combustible liquids or solids, LPG, welding and cutting operations, spray painting, etc. (UFC 4.101) F - 7 16. Fire Department vehicle access is required to within 150' of any portion of an exterior wall of the first story. Fire Department access roads in excess of 150' require a turn around. Fire Department access roads shall be not less than 20' wide with an unobstructed vertical clearance of 13'6" (City Ord. #1632). 17. A equate fire flow availability will need to be demonstrated for this project. 18. ii.4.4,74/S7,01 T•C f,4„ • Z2,7 4,3/0 T'7' ,, /`fC S rxitir l2.OA-t £'2'. Checklist prepared by (staff):'�Z ,,ee Date: /b 7 i " A RE APPLICAYIoN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenler Boulevard, Tukwila, WA 98188 BUILDING DIVISION -- PERMIT CENTER Telephone: (206) 431 -3670 P RE- APPLICATIO 'El LE NO :: >Pii+ 94y 'PROJECT >' AVJRSO >::T T -UP BU LDING ......., MEETING'DATE 10 -27 9 TIME. :'2 30 :SITE'ADDRESS: 12119 EAST NAR CINAL 'Grid : S The following' comments are'based on a preliminary review. • Additional information may be needed. Other requirements /regulations -may need to be met. FIRE DEPARTMENT -- inspections X ' 1. Overhead sprinkler piping a. Hydrostatic test d. Fire Dept. approved plans b. Trip test e. Sprinkler head location and spacing c. Alarm system monitoring test f. Materials and test certificate • ri 2. Underground tank a. Location e. Vent piping, swing joints, fill piping, discharge piping b. Distance between tanks 1. Anchoring ' c. Distance to property line g. Hydrostatic test } d. Depth of cover h. Separate Fire Dept. approved plans • • )( 3. Fire alarm a. Acceptance test b. Fire Dept. approved plans ri 4. Hood and duct inspections a. Installation • b. Trip test • 5. ,Spray Booth a. Location b. Fire protection c. Ventilation • d. Permit ri 6. Flammable liquid room • • a. Location b. Fire protection • c. Permit 7. Rack storage a. Permit b. Mechanical smoke removal c. Rack sprinklers d. Aisle width • 8. Fire doors and fire dampers a. Installation b. Drop testing • 9. Fire final e. Fire protection systems: • • • . a. Fire Dept. access (1) Halon systems b. Building egress and occupancy load •, (2) Standpipes c. Hydrants (3) Hose Stations d. Building address (4) Fire Doors (5) Fire Dampers (6) Fire Extinguishers 10. Other: a. e. c.. • f. • d. g, Checklist prepared by (staff): / C • � Date: /o ,y C ?RE- A,P�LI�IA,�fI N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION PERMIT CENTER Telephone: (206) 431 -3670 PRE - APPLICATION FILE NO.' PRE94 -036 PROJECT:: TRAVERSO TILT -UP BUILDING MEETING DATE: 10 -27 -94 TIME: 2:30 SITE ADDRESS: 12119 EAST MARGINAL WY S The following comments'are based on a preliminary review. • Additional information may be needed Other requirements /regulations may need to be met. PLANNING DIVISION - Land Use Information 1. Comply with Tukwila Municipal Code (zoning, land use, sign regulations, etc.) 7 2. Obtain the following land use permits /approvals: ( ) Boundary Line Adjustment CD Rezone ) Building Site Improvement Plan ( ) Shoreline Management Permit C Comprehensive Plan Amendment ( ) Shoreline Management Permit Rev. C) Conditional Use Permit Cj Short Subdivision • L j Design Review ( ) Sign(s) Design Review- Interurban ( ) Subdivision Environmental (SEPA) ( ) Unclassified Use () Planned Mixed Use Development ( ) Variance Planned Residential Development (— ; Other: • 3. Zoning designation: Site located in sensitive area? Yes O No CP � C CrY / k, 4. Minimum setback requirements: Front: a 5 Side: Side: Rear: S" 5. Maximum Building Height:__i I Height exception area? ,Yes n No 6. Minimum parking stalls required:2.51' ,4 a , Handicap stalls required: h! 7. No more than 30% of required parking stalls may be compact. No landscape overhangs into compact stalls are permitted, although no wheel stops prior to hitting the curb will be required. X 8. Minimum landscaping required: Front: IS Side: 9/ Side: d Rear: 9. Landscape plans must be stamped by a Washington State licensed landscape architect. All landscape areas require a landscape irrigation system (Utility Permit Required). 10. Roof -top mechanical units, satellite dishes and similar structures must be properly screened. Provide elevations and construction details as part of building permit application submittal. �" 11. Trash enclosures and storage areas must be screened to a minimum of 8' in height. Provide elevations and construction details as part of building permit application submittal. 12. Building permit plans which deviate from that already approved by the Board of Architectural . 17. A2-K Wc. i- Sro2:AG d PA v ! nl C A urea . AMT ( v cS Po tZ .. Ld uJ Li 18. G 20 u i3 /M P A c-T Srzs 44 GC w r c- co'rS ( D t -2 t.. c'). l 19. Ac-c., P,kvK /M G T"a egg' rev(A - GG 1r AC CGr$ t(Gr Cori zo usa c 15 Li 20. Checklist prepared by (staff) :__ . ' 4 %11., Date: • _ Ii , (?REJ9ATILdN CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT T z 159 6300 Soulhcenler Boulevard, Tukwlla, WA 98188 BUILDING DIVISION— PERMIT CENTER PUBLIC TUKWILA RKS Telephone: (206) 431 -3670 WO PRE - APPLICATION :FILE NO ` PRF94' -036 PROJECT: TtAVLRso TILx ur::.BUILDIxc MEETING DATE 10- 27-94 TIME 2 3 0_ SITE ADDRESS; ....17119 LAST MARGINAL WY S. PUBLIC WORKS (DEPARTMENT �. � h x [`+� � � +, t ��� M �; � l � , � �1 •• .,�'.�. . 1 / ollowlnq :c�mmn�'ts��are.tiase��nr�'a preilrlrna � y -•, �; �.,;;; ..: .:; �_.� <,� {� i''f { fC : il • Jt [ '" = r •: Qi'.. �„ e , j .. .. _ .. •. .1... •1� + .c ;,. : . .� 1.•i: r ,. . G 't . ia. ♦ i r ti (. trt•'' AddI ion�(r jnform tion may b {#eeded.r Other requirementst?eguiation 'may need to be' � et " 1. Apply for and obtain the following permits /approvals through the City's Permit Center: 5) Channelization /Striping /Signing [) Sewer Main Extension (private) Li Curb Cut /Access /Sidewalk (—) Sewer Main Extension (public) CID Excavation (public) ( Storm Drainage ��E� s0 SrsT�M F'(,,vtils Tnc,�RAs �' MAC�G, 1�14'`f (� Fire loop /Hydrant (main to vault) ( ) Water Main Extension (private) see. !m 17 p�F? 3J Flood Zone Control ( ) Water Main Extension (public) -- - Q Hauling (2.000 Bond. Cert. Ins.) ( ) Water Meter (exempt) c Landscape Irrigation (J Water Meter (permanent) ( ) Moving an Oversized Load •(�) Water Meter (temporary) (7 Sanitary Side Sewer Ut,�,�� -P (� Other: 2. Hauling Permit required prior to start of any hauling of material on public right -of -way ($2,000 bond, $1,000,000 certificate of insurance, route map and $25.00 permit fee required). I� 3. All applications and plan submittals must be complete in order to be accepted by the Permit Center for plan review. Use the Plan Submittal Checklist provided on the reverse of the application forms to verify that all the necessary materials and information has been supplied, 4. Water and sewer assessments may apply and will be determined during the utility plan review process. Sep ( 1. X 5. Provide sidewalks per Ordinance Nos. 1158, 1217 and 1233, or obtain waiver. 6. Provide Hydrological- Geotechnical analysis. 7. Provide erosion control plan as part of grading /fill permit application. J J 8. Identify building elevation above 100 year flood elevation per FIRM maps (use NGVD datum and eco• ni - • • - • • •• - ). • 'rovide traffic analysis /trip generation study for: Jr�ve.t _>, .4(. U 10. Provide developers agreement for: 52 ;)n,' ' a 'c U 11. Provide the following easements and maintenance agreements: 12. Provide water /sewer. availability letters or certificates from districts se ing your development. 13. Obtain METRO Waste Discharge permit or approval (684- 2300). 14, Complete Industrial Waste Survey and return to METRO (self addressed and stamp provided). I 15. Review the following City studies when designing your project and preparing your plari submittal: 16. t) p I S v I U I,t. e. c, r e 'f'h' / r vc j d / ' ' s " () /. Lt e per/v7 t S . ) ( ( 17. i�� p . Dlair J% cp r rem 18� ` r 20. ,ti „S�r;(11 b br� - - DT't;C e f �,(v rci1 , C yY1eetc 1 �rrrL Checklist prepared by (staff): '�. `" �,,, Date: • PRE- APPLICATION CHECKLIST 'CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard; Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431.3670 PRE - APPLICATION FILE NO: PRE94 036 >' :PROJECT: TRAVER30 `TILT -UP BUILDING ' MEETING DATE: 10 -27 -94 TIME: 2 : 30 SITE ADDRESS 12119 EAST MARGINAL WY S• The following comments are based on a preliminary review. Additional information may be needed. Other requirements /regulations may need to be met. PARKS AND RECREATION DEPARTMENT • • • .The Parks and Recreation Department has no comments on this project. • • • • • • • • • • • PRE- APPLICAT1 N CHECKLIST CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT 6300 Southcenter Boulevard, Tukwila, WA 98188 BUILDING DIVISION - PERMIT CENTER Telephone: (206) 431.3670 • PRE - APPLICATION FILE NO. PRE94 -036 ' PROJECT: TRAVERSO •-TILT -DP BUILDING' . I MEETING DATE: 10 -27 -94 TIME: 2:30 SITE ADDRESS: 12119 EAST MARGINAL WY S , The,fo/lowing co a re ` based'on a preliminary review ' , ..Additional information maybe needed. 'Other requirements /regulations may need to be met. POLICE DEPARTMENT CRIME PREVENTION SECURITY RECOMMENDATIONS 1. Doors: Doors should have quality locking mechanisms with minimum one inch deadbolt locks. All exit doors shall be operable from the interior without the use of a key or any special knowledge or effort. The CriMe Prevention Unit should be contacted for information regarding correct hardware usage at 433 -1823. 2. Security Alarm: Recommend installing a security alarm system during construction that would report a burglary in progress when the business is closed. 3. Windows: Consideration should be given to providing hardened coverings (such as security film, etc.) for ground level windows where glass breakage would allow for access to building interiors by burglars. • 4. Orientation of Windows: Windows should be located so that the parking lot area can be easily surveyed by employees inside the business. 5. Graffiti Prevention Program: It is important to win the war against the graffiti "artist" and keep your building attractive for customers. New non -stick anti = graffiti water - based or wax like coatings are now available to make an effective barrier against graffiti or other potentially staining substances. Contact the crime prevention unit. 6. Landscaping: Plant materials should be placed and maintained so to provide visibility and prohibit hiding places for unauthorized people around ground level door and window areas. Sticker shrubs may discourage crime activities. Low shrubs and umbrella trees (where the canopy is maintained above five(5) feet from the ground) will allow surveillance, opportunities, hence reducing the potential for criminal behavior. 7. Lighting: Energy efficient security lighting is a relatively low -cost, yet extremely effective way to protect your business. By providing sufficient lighting in the parking lot and around your building you will discourage burglars and vandals who don't like light, preferring the cover of darkness for their dirty work. Also the lighting will provide a legitimate sense of security for not only you, but your employees and customers. 8. Identity: Addresses for each individual business should be visible upon entering the .new .street, both in daylight and during darkness. Site development which does not properly identify busihesses will delay emergency responses by police, fire, and aid units. Checklist prepared by T. Kilburg (433 - 1823) 10/24/94 PRE-APPLICATIbN CHECKLIST ----- CITY OF TUKWILA DEPARTMENT OF COMMUNITY DEVELOPMENT . 6300 Southcenter Boulevard, Tukwila, WA 96188 BUILDING DIVISION - PERMIT CENTER . Telephone: (206) 431.3670 • PRE-APPLICATION FILE.No.: PEE94O36 : :; 1,- ' , 4PiibJ VOILDING. - ",' ' ' : • • : • „ MEETING IJATE: 10-7 ' TIME: 2:30:' kk E IJ RE6S: 12119 EAST 'MARGINAL • WY.' S •'• • The following comments are based on a preliminarrreview., .Additional information maybe needed. Otherrequirements/rOulations may need to be met. ENVIRONMENTAL • SoArsit (Ergsis cfzir 14- et DK. 7iTe, • . /a 1 02 . 7 • • • • • • • • • - • • • • • • • • • .• • • F t, w F1FF if • ;,.. -- :; , i;..,,,,, - THIS CERT/ • DE OF LABOR AN INDUSTRIES .mot „�.4 F�F" - ` t , .,�, 4. � 1 .. � ,:, 1. :�. 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NOTE. gEV I610N9 WILL gfCUIP A NEW EV 6UB ES f ' AND MAY INCLUCE ACCITIC PLAN gEVI FE ES. d m^ i 2 � i 3Ww .k ATE PERMR � � � - f '' � 1� � r� � , � � 0 � . . r UIRED FOR: 'm'rSnm: 18 IS j r SEPAR c , ryI ■ m :: - ..: . E�� ELECTR LlPLUMBING i <I rl L`1 G AS PIPING GO W CITY OFTUKWILA , f - . BUILDI DIVISION • I' S _ *; CONSULTANTS: -- 1 I PROJECT ST ATlST1 C S .. SHEET INDEX • 1 h: .: 3 ' c r 1 C OVER SHEET r OWN T.W. - TRA T RUST S ITE PLAN TOTAL BU 10 . .525 SKYLINE. TOWER „ .. p . '°,t . 3 - FLOOR- PLAN. • 10900 . NE 4t . . G` T R U TI T : V . N 5 BUILDING ELEV TIONS r EL EVATION ,i 87 - FOUNDATIO AN K . ' , • . t • Q 7 , , ' . PAN t i Y , . , B . 83 =.. FOUNDATION . `'e 52 - T = , • , . 34 ROOF FRAMIN D . I r • mo t r, S5 PANE ELE VA T IONS AND CONNECTIONS Z` '1 BUILDIN CONTRACTOR - HEBER7 ,C INC. SITE Z ONfN G M -2 w y . 3615 W. ';VALLE,Y HIGHW ,N, SUITE 101 r t ' " � i '� - � Cl — MASTER UTILITIES PLAN t AUBURN,;;WA, 98004 ' SI1 E -: AD DRESS 121 E MARGINAL WA S C - DETAILS AND NOT a a CONT. Lit' NO. HEBERCI131DB TUKWIL WA 98168 a - LANDSCAPE PLAN 0 3 q I mo, 3 �' ROGER H' E BERT ,r 1206! 6 1- 8888 P ARCEL NUMBER . OF TUKWILA SHORT PLAT la a O (206) 93 (FAX) W x Q i < V. 111 B UILDING A D ESfGN / LEG DE'SCRIPT,ION N 4 Y' > w • STRUCTURAL ,ENGINEER B & T CIE.'!„`",,, IN &ENGINE Lor I . on. W F. 826 102nd 44' ,. N. SUITE G, .INC. . TH AT PORTIO O F GOVERNMENT LOT S5, SECTION 10 T . NORTH R 4 EAST WM, IN _ RING GOU NTY WASNTNGT `DESCR A FG ELOWS. S . t < Y BEtLEVUE,'WA 98004 :. i V" U • V V TERRY B'ALDWIN- }ro TM G ' AT � zia iT TO 4 1-1ED/ O: eR DF nfs,o ALO c IL 7 HE WEST �y E pR C JOT 10.1 29.35 FEET atr` (206! 462 95 8 ' . :, , - ARGIt1 EA GR 411,J TO S RE C OR LNG &III AUGUST 10. 1 907, AND H 5 RECORDED: VOLUME 59 PAgE 417, UNDER RECOR 7NG NUMB 303126 N EAST , SEG OF ]HE •IRACT,HEREIN DES THENCE EASY 47 .74 FEET: MORE:ON LESS, TO THE " (206! 462 - 7971 (FAX) . , , 'f' SAID SWIH M ARGI PAC FEET; T SOUiN�421.15 "FkET TO. TRUE POINT CF" � `. • : 000T MARGIN �P HIGHWAY; ENCE SOUTH 135 '; EAST ALONO`SAID WESTERLY � . ` 'MARGIN DF " THE P HIGHWAY,'90.53`.FEE,T LESS, TO THE EASTOAL JNDARV OF'THE. ' - I ._____ .... • ' . SAID'GOVFRNMENT LOT 15; T H E E SW111 EAU EAST ALO THE EASTERLY BOUNDARY G( ' C E SCOTT 'TRAVERSO SAIDGOVERNMENT LO "Q6p Y6 FEE1`MAflt OR OO YO. ,NOR HERLY BC4N ARY OF H E P AT OF" " ,y> - 1 „ V RIV JI T AS'DEIERNINED pY THE TAHO MO N UNENT6 ,DOSTING IN 1907N AN • 1102, 5 • SE, ". 60th SSTREET , ,. RIE TRUE PO O F BEG iNEN "' 6W TH 8857' WEQTiALAVG.TNE &1iO NORiNEflLY B WN DA gY, 285.66FEET MO RE OR lE 'O A PD INi,',1020 , iEET EAST OF WEST:UNE OF THE SOU7HNEST: BELLEVUE, ' WA 98 006- WAR IER GF SAT I ON 10 THE NOp iN ' gqLL DN Q A ' L[ NE PAR sAIO'MEST UNE OF SDU 7NNESI W ppRRTER 188 FEET 7HEN 8657 EA STT 2 FEET TO 1HE EASTERLY UNE I ' SCOTT TRAVE O SA ID GO VE 6NME NTL OTIS li1ENCESd11HO0' W10' EASTAC ,A9 o• j0 1HE TRUE AOINT OF BEGI " ■ f,( (206) 277 -8170 .. ' " r TOGETHER WITH AN E ASEMENT DESCRIBED AS fOLLDWS THAT TED IN •)F' G04ERNN¢JZz 40 i!n IN SECTION 1G TONNSNIP 23,NORJH, - RA NGE 4 E µ}2� SI NAlED7N THE CITY 0f ST OF: WA SH INCTON, OESC AS FOLLOWS - �' 1 LANDS ARCHITECT - K EN LO NEY : 1 N I ryryee BEOIHN -A ANrj -wAY Fe E " d' IT , OF THE EAS UNE, QO IN Ee. 00•04 N T LOT 1 5. W ITH T ® i 6869 WQQpve„ INN A VENUE N. SUITE 208', W ., Y•R(GNT, DF- WAY FOR EAST)F ` • iimL'WAY SOUTH:,THENC 90,1 ' E ASTALONG Z. 1 THE EAST i.iNE OE SAID. GOVERNM LDI 15,TO A POINT 168 , u l . R THE NORTHERLY CITY OF TURWIIA O S 1 < SEA TTLE� WA' ... ,98115 BWND OF n E P AT GF RIVER5I0� I TR AC 5 AS DEIEHMINED BY STONE MONUMENT V p IXI ZINC IN 1 AR ", TH SAtONIXiTHERf, 6QUDNARY OF TH 0E APPROVED I (206! 52'6 7 4,;28" RIVERSiOE SNTER URBAN'IRACI$U26.Q. FELT YO A jNT OF''CURVATURE R WN fCH SITE ] , ' ... W 2 09 44 ET TO FEE T; RIENCE FEET ECET .WRV to AT A DELTA - AU Z 2 iJ JS� V 4' ( 2 06) 523' - `,9 986 (FAX! : ? P I NT TO O T , 240337 N T TOA N ORTH ERLY , LIN - 06846195. S,EEAR N ORiM 6 1 ''°' 3°Q ANO AN AROIT 2o EEFf p .. : O F RI V ER SIDE I ' IRAOT S : ONG U 0 NN0R S6 7 . EAST, 21937 FEF REO 01 91 NT uF >t' a ' : 9 . , AS I OTEU WR V A NRE -YO THE , , ENIE ALONG AI CU R YEWCJI.A DELT�,DF, BS'm I AND A pRC . � " - . - U6215 FEET R) '-F TA0 , 00•sLTT 3 'WESTO i E U IV 0.6'. ' N - 15; THQ{CE ' BUILDING DIV NORT 007.14 NEST -M FEE TQ A PO IN T 9 END) CI) 7N M O O F EET WE 9T OF RTE; -: • � `D � 1 'POI OP ECIRNING� ALONG A "CURVE TO CNT "IYITN; :A, @.7 9591Q- AND2PN ILL ' I ' '. , AR 53: )5FEET f T :1HE „WESI RIGHT - OF«W Y OE tEaST TA WAY SOU1H,.'•iHENCE , ., t SOU YiI E /.S7ERLY �f1,at $AIb: RTCNT dF WA 1 ( Tb Tl� N T OF BEINN ® - • .'' :' c r l ,” r f. 5 e , f t I P a DATE ` ;1;," t ., .+ r 3 ➢ >ti roi I ORANM MI ,Pr - a +. s i. � C%fiD, jr ^h , SH E:ET ; i, , ;`.; � z.s2 s i '�' NORTH . I r s ¢ ,, y U L � ` *S ',, V LCINITY M A P z � �, t � - NO' SC L , y, 3.. rr - k A E '. ` Y b wA k r { x 4 Mrt 4 W C' rp gg��,, i P � 'y, 1 3 "U' r . y " � Jr � ; I & .1 x � ., 43 7 1 T FI T ' , , r : „t, l � OIL": r r I , �,,, .. .w., na t . ... . ,J ak } i >: .. ,, .. . x Jt ,. ,., y.. . .�n, , . , . s ., . Ah ,. , ., . . . .. : ,, .:�. .: . . .' r, � . YSf A. r1> } ... T.* ,., _._..,_, _ __ . _ .......,., �,._, -. _ v,. , , :..,e. .•. .; .,.,.�... ..� , pia . W m r - -- -- a,.,_,__ ., �s ,,.. G � « , :,>xsw, n,.>.�. .�..1 ' . . ..�:. ,,,. .. _ ,.. >_. .. «, ...,m- , , . „a, »,... , .,..,wwr.•w,, �a,r tir __L'�.Y'�•� %..,, ..�", ,A .+ .v.�- ,�r.l,.v..�..y.�,..�.r w._. ' � ,: ;i:;, �1p�I V SS5 S f� ,l' i �� II � I _IY'� F IT L � � IIi II � I � I � III 11 hS � I ' .� .._ I, IF THIS MICROF DOCUMENT IS LESS ' 1 r _-- _ ____ _ ...___ — ___13'58 "E _- 474.02' _— ._ - -_. -- - - - - '11 N c� -- - -___— o I j 1 � rc I �� 1 1 8 ,q I EXISTING W to o WAREHOUSE BUILDING 1 gg FF • 100' (ASSUMED' I \ m LL I1¢LDI EX[S BU \ 1 \ a .1 I WAREHOUSE BUILDING I I FF • 100' (ASSUMED] IIe� _ ��, TL]1f J 1 „yc600 ELI) W 1 4w111 I I 1 1 W LO 0 i I No I I I t ^ o "�r \\ " � I' 4 1 1 11 11 \\ \` %'?.., 1 oz I —I --- °i----------- _ —_ —_—_ A I a I ___ 6 1_ __ — . --F -_ _ ' CC 83' 1 60 77't 90 ". EASEMENT fII .-1 W Q O n ASPHALT LANDSCAPE I I N LANDSC I !! rc ASPHALT I 10 TYp 1 N I GRAVEL CONC APRON i n r- - 7 � Y ( ~ � ,I I �ro .B - I �N ~ W �� v o .;: F Z I 1 . � . O $0'__- Q. 5'. SIDEWALK I•t , I I — - 25 pp 1 N _ _ 30 - - I U I 1 1 I d1 Z co 24' GRAVEL AREA I - J I PROPOSED ?glom* craTSZ6p?glom* N I: ". '. o 0. A W AREHOUSE BUILDING CC A 1 1 ✓1 'I W FF • 100' IASSUMEDI S To A I tocaT� , I [ - AT 1114) OF of �. CITY OF TUNWI A Cl) A PPROVED I AUG 2'2 1 " 995 -..i ..I AS NUIEu d / /i!C f�,J 1 I BUILDING DIVISION "' __ - _ - _I _ - - - -i m I 1 y _..........,„.9.9.............,,,„ D - - w " PROJECT ATE 96170 6 /15/45 Y_ 1 _ 89'16'24 "W 496.49' — _ — — — — — — -- — — �— DRAWN NV ---.._ CHKD J7 SHEc ii? STE PLAN 1 -NR F pr W A SCALE: 1 " =20 To/ t/t4tWIALI ,I OF 1 5 it 71 lif 11 7�R 'f�riI li IjlrP1 111 1111 1111 iii I( 1 f TI .. ? ll — TI ( t d _ .- __� -,.... . -- -. . I I I � I r I r r r r I fi 'fim�T l - _... CRO 1 A s a v a. ! o a r 11' IF THIS MICROFILMED DOCUMENT IS LESS i r ;. ,•. � wooD PLATe -see COPING DETAIL. NOTe, d �� WH 9@ ROOP. IS LESS THAN r'. . .. i 4 1 1 3 1 1 1) vO.W %TEND BA6 @ • . r TY 1 Y p - Y 1 DOWN 2y OA OALV. PREPRINTED o •,-n... t � . r BACKWALL PLASHING W/ _ 0 ett ALL d OUT8I k Z5' -0 25' -0' I 2y' -0' 26'•0• PLAT LOCK seAMS L AP - BUILT•UP ROOPINO 4' MIN, oven ROOFING., J : v 9' - O'j 14' - 0' 0' - O' 14'•0' f 1 a `• r 12' MIN. UP WALL NAILS THRU TIM CAPS e 1 4'o. v v 5'•0' 5' -0' ',y'•0' .15'•0' v - 5 2 ^S' ?• r w COATED W/ FLASHING " COMPOUND y CAP sHeeT , a 0 r 0 / \ % s 14 °76° OH DOOR f4 °1B° OH DOOR 9 ° 7 ° 121.5 ° 7 ° 5 ° 7 ° - ..� � Vi U 1 ill . . . S'0,;.� CAP SHEET SET IN PLASHING w 3 n m ' COMPOUND. ALL SHEETS I BACK MOPPED l °mbS'S Z (J ' \ \,' 121 ADDITIONAL PLY SHEETS m�a °o b ' CANT STRIP a' �/ PLY SHEeTS ITYPICALI SET IN PLA6HIN0 COMPOUND '�mm C= W AS IV I ®�, Z �a CO In FUTURE OFFICE FRAMING b DECK PER STRUCTURAL AREA - - `/ — PARAPET TAIL PE DE ` BliD.nrNG nl[�SIONNOTR 3/4" _ ,• -0 ^ �" B uiirdings orrpordo thereof wh persons e7oyed shall b provided with of least on 5 -rib \\ 1 el 't. Separat fac bh hall be provided for each i seelehen the number J mployee.s exceeds f ur. r' ��?� S•y�l /t HIIIVINIUMregairemenisfor toilet facrhhes, I -. +25: f /2' � • ,4 . s� ' sha b e installe i n th , bu'lding pn t any 1 4, l i B arr 7 erfreepr ay sans oftheeod wi . - ' - tlll .7?.M �..:, t I f apply to all installations I s \ \�) o - * BCU P ER TO BE ATTACHED - . I , C _ -- _ _ _ , _ _ _ _ _� — — ® BEFORE ROOFING APPLICA V HIGH X 8' WIDE - iii SCUPPER HOLE IN PANEL r 1 2 X P.T. PLATE • BOTT H 8 SIDES OP SCUPPER E XTERIOR LIGHTING POWER ALLOWANCE - - NetiT '�� '�f a Cl) PARKING /OUTDOOR AREAS • 020 W/n1 W H T ,v -,r-, RUN ROOFING THROUGH 0 p B UILDING EXTERIOR 7.5W X L FT BUILDING PERIMETER 'PRECAST 5' F SCUPPER W 7 4 o BOX (SEE PLAN] 1 22 GA. o1. 4 J F� r - ( INTERIOR LIGHTING POWER A LOWANCE PANELS a OFFICE AREAS • 1.20 Wirt, COLLECTOR BOX WAREHOUSE AREAS - 0.50 W /F12 / � — ..% 0 ( LIGHTING DESIGN TO MEET REQUIREMENTS / - W - WAREHOUSE AREA \r/ J Z ri O 2' OF CHAPTeR 15 W.S.E. CODE1 , 4 �u �N • I 3' %4'X200A r NQ R I �� DRAIN LEADER 1 Z 1 U -- — — +I — .r — _ 0 DRAINAGE SYSTEM M� h - , F es . F es' ' � �� W c - - - BIUITJ nrVLNJO/YNOTH, '' ' • 22 GA G STRAP • Mechanical equipmentfo spa heating shall be insta(ler� c I under separate mechanical perm n Mechanical permit app s r x • 3 ° 1 include documentat to firm limitations to heating omput + / / i a. m I slated on theseplanq•. kl_ EARTH BERM _I a r a P.T. LEDGER I n l mm SCUPPER DETAIL 0 ..I f 0. Rnrin nit7cm NbTB Y C ! D top oxlmiry toproperryl ne wal[af I CITY OF TUI(WILA O , gr B 's re be of (m min) one . APPROVED W z 1 , ha u fir res rst iv e c nstr ucnom O p nmgs rn This A UG 2 2 199 J wall shall beprotected by a fire assembly h ing -J U. l l asla /4 hour rotoolioo rahn AS NOrE v 25' -0' 25' -0' 2 5' -0' 25'•0' ,Joi at c a ll concrete p g v P P nets s/allb fire stop ed '''IN ADDITION, this wall shall provide a 30 inch high I BUILDING DIVISION ` f pa rape t forth enh length. The upper 18- inches of the O - _ O 1 arapef o n the roof shall be f non combustible f F�materlra ,... - VJ :. - PROJECT 04170 DATE 8/18{05 DRAWN NH N FLOOR PLAN rr CHM. v0^ . r -o'• S H EET fl • ' �• CRY a E T�EMNIIA f I :, ' ,.2,), ,,,. , 5 JUL 2 8 1995 . .. . .. . ,... , ile.) , . Ilk /AS P ERMR CENTER G417g _ OF I rHwanawar+uu° -e,1� e 1111 i i (r lli ili Ij1 I ry 11 I11111-64111111 "r ;' �.. 77"1.1.1 I j r�'Trr� I f 1 r II 1 r t II i 111 � r I I { 1 IF THIS MICROFILMED DOCUMEN -- T IS LESS I 'O 7 2 3 4 Trr S 7 Br . . -:d ,,,----74,__" : 1t' F g 1 0 CONTINUOUS / EXT LIGHT r PRECAST PANELS Y IPAINTEDI - METAL FLASHING EXT. LIGHT PER OWNER C II I ri ;1'1," .2' il cm ,i 17s Ch 111 � r __ _ 1 -- 4--- i .'' � ,� ; Wes•\ , -- _ _ -- __._ -_ —_ __._– ._ —_ _ '',;;:,:,..'48::.:1;:‘,_'...." 1`x\ ���pQ� • - 1' INSULATED - - `P INSULATED 9AFE7N GLASS - / - 7. y GLASS GLASS TOP '� - let FLOOR 14 ° 19 ° TAL —� W OH DOOR ME ! 1a. • a N a 0 NOR ELEVATION 03a ' et 0 Cg z , JC7 C LL a s cc a CC oFS 'Li g N ~ CITY OF TUKWILA i r APPROVED AUG 2 2 1995 A s nur BUILDING DIVISION co) ___. z 1 0 E ci-[) O g O , ® O E 17.. 1 CONOUS METAL FLASHING CONTINUOUS .J META U FLASHING - XT. LIGHT W i 5 I �' — s , , I i' - PRECAST PANELS ' i , __ I ` IPAINTEDI -- PROJECT 54175 / ! I FIRE DOOR DATE 9/18/56 / , 5/4 HOUR RATED N} , jr .. ;. i ' SHEET ° ° 1 19 METAL �jA OH. DOOR RECENED 4 CIIY OF TUKWIL4 I I JUL 2 8 1995 EAST `'ELEVATION WEST `ELEVATION 4L s h ,'I /8' a 1'•O" 1/8" . 1'•0" PERMIT CENTER I 94 s S __..�.�. ,,,,».a< „�,>w .,..,, .,., .,. -�.,.� _.uw,.. ,., ,.__._ , _t:.a- �,r- _.a:'m��e ❑ ns�.'•� T ,. 1 , . mr �_..,r r n.�npasas W ?'� - - - °- - 1 P ' IIr�,T ',' Ill �l�r' „ qr „ YII'�TIT IjI�q r� rill, ,111,0 YT(t L1 II(jl7r ' ,.... [ IF THI9�M 2 4 5 6 IOROFILMED DOCUMENT ISLESS °` , O 1 3 7 81 '' .tar p . A A es I �, �n Te unrrrr rr rc nuc in . •ttlE T . ' :0.4 " �... • ` ,. ... ,. �. ��' -. ( Y d i i �x ;:: a A ® C D E s �y�t l to r a:'r 5 PLY HOT MOP - 0 lir r WARRANTY) YEAR IbE@ ISHTP621 PL N ' pp A LL i - I _ - OLB PER PLAN I ii E : t 'r '.y ` H° IEEE 9HT 52) II ,,I ,,d T , E «b :, z '- 4 i FTDl D 7['lPION NOT rL , .�I 0] ( Warehouse b space has beendesignated as ,_heated spaces 4 7 by u f(d n g designer Con C • the energy code provistarY , full ! ffor,,,,. R 9 ! tr n stalled co frig this spat such wi!lgr 9u're thei [onf» P PANEL of a ther nsump r . tel outsrd: of th , '�. i I`II s90.1%,ructure ood Mlion insralledinside orw [h the wroo struClare 111111 1 ' 4 P '���� b}nal nsp bon approya[wrll not be made anh! � —mss 1 J-4'44' Ha b $ a s 9 ;114ri, a dn`dapPT:", , I N 1. � . . WAREHOUSE AREA HEATING REQUI REMENTS - VIII' �O - • 1SEMI- HEATED SPACEI GL COLUMN PER P L A - - _ c 9 1 ' THE INSTALLED HEA ZING EQUIPME OUTPUT V I I I / ISEE SHT S¶ - try d t' : ` / 0 o SHALL B@ 9 etu/Ih•ft 1 OP GREATER BUT - W: R // NOT GREATER. THAN b Btu.lh•ri / I y �' �� T TTHERMOSTAT ABO O E UN 44' TED SPACE CAPABTLPE OR PREVENTING j I _ i 1 T 1 y � \\ Y y " % _.., , J S HEATING VEMEATURE. I 11 1 ---- W 94 CO 2 co SECTION 'A -A 4 WJ ' • 3 0 eg 4 J Jo • LL s ~ 2 g W 1 • W M W . U N 1— q . • 9 o 5 4 3 �p 2 t a Z j JO R@CAT PANELS �I LONTINUOUb {V �— 7-P IPAfNTDI I �METALFLASH CO INO Z y W _.., _ T - Q m ` CITY OF TU Jr - pPPR ; AUG 2 2 19 I 1 AS NOT I r � i� PROJECT 94E8 . - _ BUILDING DIVISION DATE 8/18/b6 DRAWN NH SHEET c�HICD t . � s - 5 R Ct fY O F Jr UMNI Jul. 2 S 1355 PERMR CE ' CENTER S ®lJThl', ELEYATIC ktk f . OF 5 u , B4A«r' M.mv .,.W t? - hr` - *C.Y`:f ",,,,, %-,... '3�{ ... --' f, ,:..11*Tr_ a:R.w °.' 4t'�r . ^=?. iYNCw,.. tw ..wt..n�.wW�w.Mke'w.w + +ro:...... .. .»...MMu�,.vialai .,ewmF a•. -.. r "z! .,e ._ ..__ .. +rtMWeMYM1�4.dE115S% •• :• w •• . - I I `:11111111111 I1111 1�t1 i rnmT � PlllTll1l Ilf Tnlffmlih l TgnTT�I( 11 II II h I r I ® o , , Q Q 0 'g ,o0 -a. § o 25' -0' . 25' -0' 1 , 25' -0' 1 25' -0' W J. 3 16' -0' 7 f 17' -0' ( 10' -0' ` 10'- 1 17' 6 ' r 5' -0' r 17'-9' r 9' I 1 I I i I I I I Y u I D / D / -s' E /E / - sue 1 I -2' -01 1-2,01 - '- - ❑ - - - - -- --- _ - O - � I ❑ -1 spa Q , _ 2 s 4 5 g 1/ I I I 1p�• d - h II mr4m__ Q L E 1 I I 2 WI DE X 7'-6' DEEP 12'-6' WIDE X 1' -6' DEEP ±t il .a Z GRADE BEAM WI 131 05 y :GRADE BEAM W/ 131 45 m W TOP & 60TT. 6 190 'TOP & BOTT. & 49© I,I 2' -6' WIDE X 1'-0' DEEP I . 'TIES • 12'o.c. ( I I TIES a 12'o.c I r GRADE BEAM W/ I31 05 TOP 862 8t9p - nes • 12'o .c. _ I I l ^� r LI 0 1 1 1 G /53 \ - 3 9'-0'X 1'- O'DEEP FTG W/ 151 04 EA WAY BOTT ���� � 12 PLACES UNDER CRANE J•�, ry; / COLUMNS) mao W WI, C 1 G /53 ll • `"` 47 1 3 2 012 Q 7 3 0 O��y,Ptt� Q 8,•''').4 4 �i� • g_ i "I r J ` ° o ��ta r J 1 �° 0 , CI b /� I c c O 7. \/ w zt' is l 1 ±-- S3 ` 1 - t - w F ; t 50xe `1A 2 % W N h o. l 1 1 D /S3 a j a CC ❑ 5' SLAB ON GRADE W/ n. ,5 6 X 6 W,.4 X W1.4 WWF ® ' I W J ■ 1 • C SLAB. TOP OF SLAB I 4 0 IS REF ELEV • 0. -0' W = Q 0� O 1 I sire eLev • too' IASSUMeD1 I W c J o eg I LL I i — — — ,.. — !- Y a W CC �_ -1 __,. _ _ _ _ -_ _ -,1 '-/ CONSTRUCTION JOINT IC.J _ 4 H. .(n f.. 0 25 o.c. MAX. �/ , C9V F30 I ■ 0V Qy o.G m p N y ' z SEE DETAIL A /S3 I Y 0 - FOR TYPICAL SLAB ' = N F— n E /53 ,S� Ot o - JOINT DETAILS 2;' y C. f ¢ o 1 ry ' E1 o p Cr 741 • n ❑0 I h 9 3 J o Z O ,.,? - -- J z o '_J f J Dre3 - ,i ;=--4 x a J a I e 7 - - -- 7 a II 1 0 2 ' -0 ' - ,- 2'-0' 2' -0'� 2'-0' F"' s �� zr -o 1 I R1 0 1 1 �.(I zr -o' j I 22 0 3' CITY 1� Q W i p Z 1 AUG 2 2 1 995 25 -0 • 2 _ 2 5''0' _._ 29 -0 _ AS NMI) LL 0 O BUILDING DIVISION D'e "`° US PROJECT 94178 : 'j )4„,,fRlcuR LI -., N,, 0 Ar.IBUADI W'/ FOE DATE 8/18/05 DRAW N NH - N FOUNDATION rION PL /� e AN : n IS M 1 TO OP.: 1H Ic a cSUBJECT T - cao:- es.. SHE ,r,�.vm_rn::•,1. rvs o;1 rs ,r�•,:,.rv;�rs...lr:voam CFIKD. NOTES: 'f' ''�5 6 1. ELEVATIONS SHOWN THUS. 1- 1 ARE TO BOTTOM OP GRADE BEAM FROM REFERENCE s 1 ELEVATION 0' -0'. 011 __.. ROBERT FOSSATTI ASSOC. INC. P.S. 2.k.. INDICATES 18'1 35 TON AUGERCAST PILE (see DETAIL C /95). PILE EMBEDMENT SHALL 1000 NORTON BLDG BE APPROXIMATELY 45'. PILe INSTALLATION SHALL BE MONITORED BY A QUALIFIED INSPECTOR 801 2nd AVE TO DETERMINE ACTUAL PILE LENGTHS AT TIME OF INSTALLATION. • Gi G= SEATTLE, WA 98104 8/14/95 - OF f 5 94178 -S1 -.-' —_.- = - „ ,' .. ., .. :,.- se. i.,. ..- ....•. _.. _. rc +v.:�.v,.w. .�....K., c.. r- ,....�....w _ :r'4' .y w."^” +s.�,*rW ,w....1 ..... __ , .:-- . ,_..- .. -_... - -__,. I I L:'PfIiIIIIIIIIIIIIIII if w il 1717riiilIIIICIIiNtl (IITI LIT M ' " 4 ._.._ I 1 . _ . . ' ` , ,. ,- ,_ . , 't / ® Q E Q o H 100' -0'. , 25' -0' 25'•0' I 25'-0' 25' 0' :: r o� i B/54 C /44 1 _ I y ak 0 $ kl 0 O /// / r_1 �1 � R $ / / / / / / / / r / � 8 f OR 3id 2 R.D. \ [11' -e'7 [22' -11'I/ [232'1 / /// / // �' / / / , / / / / g ,z� '////////////2///)°/7 //////// m � � �S / / / / // / / � // / // / / / / / / // 8 '// j a/ 4 / /,,i,i j F pp . 6// j / / /� / j / / /%// A /54 a d � A /S4 / j / / 7 7/7 /Y" y 7,/ / / // / j // j / / j 4 '' , %�i i // // / / / / // // // 03 G /54 j % / j // / j j// / / / // ////// .. / //� / / / / j //// //j /// j B — — A ///, // / / ////74 / ,///////' /,////1. — — — — // /.///// ///2 / ////4/// / / /%/ / // /// //r 4 13 \ 1 /' , / // /4///////////// '/. // / 15 - Q � / - / / /// // / / // / / / / , i °}ri // o // / / / /// / jw „. �"'' a A: (23'•B 1/8'1 [23'•0 1/87 [24' -0 1/8'7 \ / j / / / // � / / / / / /// /� `� ,1 1yd'` �1 Y 1 ' V '� / /�/ f j/ / // f / /- /// //, / / ,..... -- 4, / ///�/„ „.. /j / / / % / /� / ! // [23'•3 7/8'1 [23'•8 7/8'1 !23' -0 7 /B'7 ' /2///2/2/:::://, .//? e" /// // /77e � /, b / //// L D� . / /// /// /// s / / / / / / / / / // W Ul G/54 0, 3 a Q 14. rI 7 1/7 X 18 GI III AM PIIRI IN * 2 1/2 X 16 GLULAM PURLIN F 2 1/1 % 14 01 111 AM P1181 IN 2 1/2 X 18 OL18 AM PURI IN n W Q 0 I- s . • 8'•O'O.c. • 8'- 0'o.s. 'j y 2 X 8 H.F.62 STIFFENERS a ' !� LL �s 24'e.a. TYP U.N.O. Q Q s F / G I � �� or. cv 1 '' 1C 1— +F \1 U\ �f' i A /84L N I• SIMPS MSTA36 • let BAY ONLY SPACE P CDX PER DETAIL SP PLYWOOD WOOD [22'- 21/2'7 122'•61/27 � [22' -31/27 —F\ R.D. \ I \ F I L I I I I o� {I 0 . 1 DRAIN T' 4 � J \ I R . J O 4 X 8 DF P .T. LEDGER I I 0 {I O. 15� � HS4 I 0 CRICKET - TYP.� Z a • ROOF DRAINS I 2 LL ... 25' ,0' I 25 y 25' -0' 25' -0 O ce O 0 ® 0 0 PROJ ECT 94(79/16198 5 PURLIN SUBSTITUTION TABLE THICKNES cnT o f m % PURLIN TYPE SPACING PLYWOOD S BTWN RLINS OFB 2 X 6 ST A PPROVED DHAYM Q NH •� p AUG 221995 n tA DATE N ROOF FRAMING PLAN 28' TJW 8'- 0'o.c. 5/8' COX YES A$ NU SHE 1 NOTES "0: 22' T..1/80 8 5/8' CDX YES BUILDING DIVISION ELEVATIONS TIONS SHOWN THUS [ ,] ARE TO TOP OP FRAMING S 2 LEVA (BOTTOM OF PLYWOOD) FROM REFERENCE ELEVATION 0'-0'. 20' T..11.. T..11.. 4 3/4' CDX ram NO 1. ELEVATIONS SHOWN THUS 4 ARE TO TOP OF P.C. PANEL - FROM REFERENCE ELEVATION 0,01 24' TJI /35P 4.0'0.0. 3/4' CDX IT601 NO 1l 16' TJI /66C 4.0'o.c.. 3/4' CDX 17801 NO 8/17/95 t 94178 -52 . - S OF I ,, f I 1 ?rfIP11PTfiT�TlTT7 4 rrri4TflI I I I I l 1 t OE ij I11 iii iTII qn I r'I T u [Jl] I I1 . L., .i � h �.Ir , c a 1/2'1 X 3' -0' PLAIN GENERAL ROTE MAXIMUM B • Wf.4 x W1.4 AD CAPACITY OF 35 TONS, DESIGNED FOR VERTICAL DESI SPACING N BAR 0 24'o.c. CUT CODE: UNIFORM BUILDING CODE -- 1991 EDITION LOCATION PER FDN. PLAN ONE END W/O FLARE 119.1.2, WELDED CONNECTION NOTE NO CLOSURE qLL ASN's CALLED OUT ARE TO BE THE LATEST EDITION d GREASE SAME END 6" PROM ER END OF PANEL I-OUR REQUIRED W/ • _ 8 0 6'- 0'o.c. TYPICAL THIS DETAIL LIVE LOADS MiMMINMEMMommoommMNIMNIEDELINIIMMNIIIIIIMG ®' 41 t8 r WIND 80 M H, EXPOSURE • B • SEISMIC ZONE .. 3, o , Rw = 6 NR N . 4A i > - 5 _p�g$ Sog SPACE PANEL COK. PER PANEL �j FOUNDATI rc —_��� j w 88$ EL E VAT IONS N I 3/4'8 MUSTAC FOUNDATION DESIN !— I I IW OW SMO O TH HE BAR CSC INC. DATED 1. FOUNATION SHALL BE SUPPORTED ON -- —II I_ II— III — LL n • :RE::: AUCERCAST PI ES AS DESCRIB ED BELOW. 1995 s. K w B >< CRANE COLUMN BY - 1, �/ AS WERE G LO W WU' W.W.F. CENTER IN SLAB OTHERS - PROVIDE v .I' ! 1 APLICAPACI N O WAS 8 TONS, BASED AND UPO A SOILS LATERAL REPORT LOAD NO CA5072 PACITY BY OF 2 DODOS iWS. ANCHOR BOLTS PER 14 p • 12'o.c. DLING CRITERIA SHALL BE APRIL AS SPECIFIED BY THE SOILS ENGINEER PRIOR TO , O MANUFACTURER .. PD X 8 ' L G SMOOTH BAR CONSTRUCTION T IC.JJ SRT NC IENCES WORK. HE SOILS ENGINEER SHALL INSPECT N j HE INSTALLATION OF THE I PILES AND WILL MAKE THE FINAL DETERMINATION OF PILE PENETRATION FOR DESIGN w _ I C I DADS BASED ON CONDITIONS HE OBSERVES DURING INSTALLATI OF E ACH PILE. 8 `/ FOR GROUT R PILING IS 4000 PSI. USE 9 SACKS CEMENT PER CUBIC YARD OF FO o- '® 141 rev 7 j' B1 CONCRETE MINIMUM. ALTERNATE MIX DESIGN MAY BE SUBMITTED TO ENGINEER FOR ' APPROVAL SUBMIT PILING RECORDS TO THE ENGINEER AND BUILDING DEPARTMENT 7' X i /2' SAWN JOINT o - - i ' FOR APPROVAL PRIOR TO POURING PILE CAPS. • MAXIMUM SPACING d Y" 0 w $ LOCATION PER FDN. PLAN 0''0 SUBCRADE PREP DRAINAGE PROVISIONS, AND OTHER RELEVANT SOIL W m U E, 3' CONC. COVER y�p • CONSIDERATION SHALL BE IN ACCORDANCE WIN SAID SOILS REPORT. 'a A m o �T� �� a a CONCRETE STRENGTH � Z ' „"7 T • ULTIMATE STRENGTH DESIGN METH ; _ 4 000 poi la SACK MIX) FccN 2500 psi FOR FOOTINGS N SLABS ON GRADE LA0 __ y Z 4 • - 1„ -- 1,1 - 1 1 u —$\ Fc = 3000 psi FOR PRECAST PANELS (fl (y I 11 11 9 1 1 o r METHOD USED. MIXING AND PLACING O AU. CONCRETE 00 00 W F 2 $$ $ _ � = p 1 .9 11 11 1[ = 11��i = R I a IPER PLANI ice' \� f TOP V AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WIN NE UBC AND ACI CODE ry 3 W it 318 -88. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A — 1 i= 1 = $ ' 1---: ��� BOTT. WORKABLE MIX 5 1/r MAXIMUM SLUMP WHICH CAN BE PLACED WITHOUT . III —III= t SEGREGATION _III 111 lit SEGREGATION OR EXCESS SS FREE SURFACE ACE WRIER. FOR ADMIXNRE4, SEE 6 Z (31 #4 EW BOTT PLATE 6 X 1/2 X 0'-6' SPECIFICATIONS. 1/2 CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE CI W 8 x 6 - W1.4 x W1.4 W/ 12) 8 /8Y X 6' W.H.S. ON ARCHITECTURAL DRAWINGS WATER CURING SHALL BE USED. AIR ENTRAIN ALL W.W.R. CENTER IN SLAB 0 6' GA. CONCRETE EXPOSED TO MEANER WITH 3% TO fiK AIR BY VOLUME. 03 CITIES RET STEEL B 12'o.c. ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 SHRINKAGE JOINT (S.J.) TYPICAL PILE DETAIL (11°60,000 psi) EXCEPT ALL /4 SLAB DOWELS SHALL BE GRADE 40 (f r40,000 psi). LAP CONTINUOUS REINFORCING BARS 30 BAR 01A 1' -7- MINIMUM A B 8/4•.r -0• S3 SECTION D F ALL v2•.r -o• S3 SECTION HORIZWTAL STEEL IN AR IL ACI MANUAL OF STANDARD ' (J S3 SECTION a /4•.r•o• S3 SECTION PRACTICE OF DETAILING REINFORCED CONCRETE STUCNRES'. WELDED WIRE FABRIC a /4• . T -0• (LW) TO CONFORM WITH ASTM A185. REINFORCING HOOKS TO COMPLY WIN STANDARD 11 4' 415E PLATE ACI HOOKS. �/ 14 3/ [ XPANSION UNLESS NOTED OTHERWISE, COVER TO MAIN REINFORCEMENT TO BE _ •• r_ A q 3' 7 1.1/2• ANCHORS Cr EMBEDI BOTTOM O FOOTINGS 3 INCHES �+�� 1 1 F COL. d GR BM TYP. � TY ® FORMED SURFACES ... WEATHER N EARN FACE ... 1 1/2 INCHES ... INTERIOR FACE 3/4 INCHES � ' = �" "' A/ y1 I i i 12 ALL WORK N WIN 'ANC SPECIFICATION FOR THE DESIGN, FABRICATION MID % •• r t •• 4 O ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", AND N OF E "CODE STANDARD PRACTICE". Algid :E . L ,L GLULAM COLUMN • ^^�^^^�' W MISCELLANEOUS STEEL CONFORMS WITH ... ASIM A -36 (Fp76,000 PSI) IIAA •RUs'P` r O� ICI BOUTS (WU TO STEEL) CONFORM WIN ... ASIM A-307 \ \ ` T.S. COL. PER PLAN PER PLAN m PROVIDE MINIMUM EMBEDMENT FOR ANCHOR BOLTS PER UBC TABLE 24G FOR MASONRY AND UBC P.C. PANEL BEYOND ` ^i: TABLE 260 FOR CONCRETE. ENGINEER APPROVED EXPANSION ANCHORS MAY BE USED INSTEAD OF 3/4' BRO. R w/ 141 - 3/8' SIDE PLATES ANCHOR BOLTS IN CONCRETE. CONFORM WITH IC80 APPROVAL FOR EXPANSION ANCHORS USED. SLAB ON GRADE PER PLAN 3/41 PARABOLTS W/ 14) 5/4'6 SLAB ON GRADE ALL WELDING TO CONFORM WIN AWS D1.1 "CODE FOR WELDING IN BUILDING CONSTRUCTION". SLAB ON GRADE THRU BO PER PLAN 1 X 0 X 1/4' CONT. y.6• LENSED 7') - WELDS NOT SPECIFIED SHALL BE 1/4• CONTINUOUS FILLET MINIMUM. ALL WELDS BY CERTIFIED DOUGLAS OWLS t8 61 �a• '-1 3/4' 1 i /2' - 0 0'-0' WELDERS. USE FRESH 70%% ELECTRODES. w/ 5/8'4 X 4' W.H.S. 1 r 0 24'e.c. IN PILE CAP MISC 171 t8 SHORT WAY _ 1 :+ c - 1 1/2' 1 �/ TOP 8 BOTT. ` ! ELLANEOUS S1EEL 0' -0' SPECIFIED SHALL BE 1/4 CONTINUOUS FILLET _ _ r 1 ill,. m MISCELLANEOUS STEEL SHALL CONFORM TO ASTM A -36 (4=36,000 PSI). WELDS NOT a -- '- MINIMUM. ALL WELDS TO BE BY CERTIFIED W N - -- •� n ,11 • WI WELDERS -- USE FRESH E70 ELECTRODES. MISCELLANEOUS HANGERS TO BE SIMPSON OR ). N UNLESS NOTED O I.00.0. APPROVED EQUAL NAIL ALL HOLES WITH NAILS AS SPECIFIED BY MANUFACTURER < -I (= �,� • I III 1 —� - •�,_ —�— OTHERWISE ON DRAWINGS. MACHINE BOLTS TO BE A -307. ANCHOR BOLTS . a' - a ^ 1 3) t8 TOP & INTO CONCRETE SHALL HAVE MINIMUM EMBEDMENT PER UBC TABLE 26 -C. ' CC • IOTT. TIMBER � pETAIL ®GWLAM COLCOLUMN %MENSES DF�2 (F is W J ;:? IPER PPLAIN LUMB NOT NOTED TO BE ..... D.F. /2 O � ALL GRADES SHALL CONFORM TO • WWPA GRADING RULES FOR WESTERN LUMBER- -LUMBER--LATEST IEST Z EOITIW. BOLT HEADS AND NU15 BEA R I NG AGAINST WOW SHALL BE PROVIDED WITH W Q 11171 i��m� STANDARD OUT WASHERS. ALL HYNID IN CONTACT WITH CONCRETE OR MASONRY SHALL BE J (J J PILE CAP PER D /53 il` 141 f6 LONG 0 1 BSTI 3©TIES SUNTICN OF OTHER S CIES F E EOR AS FIR ALLLOWED.S INDICATED OTHERWISE. NO a Q WAY TOP ILLU L WG BEAMS, FIR COAST REGION, KILN IED, AITC COMBINATION S, , DLN f... g o+ 1 . 11 I i i d BOTT. I (D/D F) ( Fb�4 ) 00 PSI) FOR DANTLENERED MEEMBERS. BOTTOM UM COMBINATION BE FREE OF UNSOUND N W 6 - 6• WALES URGER THAN 1/2 DIAMETER. PROVIDE AITC STAMP W EACH MEMBER AND PROVIDE 3 4111111111.1 REM. FABRICATOR. CERTIFICATE OR. ALL GLU - MATERIALS LAM BEAMS SHALL FIT SNUG AND GHT IN HEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED W DRAWINGS. ALL BEAMS SHALL BE CAMBERED WITH V r 1` 2000 FOOT RADIUS UNLESS NOTED OTHERWISE ON DRAWINGS. = 01 ROOF E F G ROOF SHEATHING SHALL BE 5/8 (NOMINAL) APA RATED SHEATHING 32/16, EXPOSURE I, SIZED F S3 SECTION 94 . ,,_ $, SECTION a /a• • r -o• $3 SECTION FOR SPACING. INSTALL PANELS WITH 1/8 SPACING AT END JOINTS AND 1/4• SPACING AT 3/P • 1,0° EDGE JOINTS. NAILING SHALL BE 10d (COMMON) AT 6• o.c. AT PANEL EDGES AND 12 o.c. AT INTERMEDIATE SUPPORTS. SHOW DRAWINGS SUBMIT TREE SETS OF SHOP DRAWINGS TO THE ENGINEER AND ONE SET TO THE BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION FOR: REINFORCING STEEL, MISC. STEEL, d GLULAMINATED WOOD MEMBERS. CO INSPECTIONS J INSPECTIONS ARE TO BE PER UBC SECTIONS 305 AND 306 AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY TE ARCHITECT. Q FOUNDATION: VERIFY THAT SUBORADE IS DENSE AND DRY PRIOR TO POURING FOOTINGS. W PILE PLACEMENT SHALL BE MONITORED BY A QUALIFIED SOILS ENGINEER. Q REINFORCING: VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WIN APPROVED PLANS. CHECK FOR REQUIRED COVER. .z CONCRETE: TAKE CONCRETE CYLINDERS PER UBC SECTIONS 305 d 306. ROOF: NOTIFY ENGIEER OF RECORD & BUILDING DEPARTMENT 48 HOURS O PRIOR TO COVERING. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD AND SHALL PROVIDE ADEQUATE Q �j SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. CONTRACTOR Z RFC_ SHALL NOTIFY ENGINEER OF ALL FIELD CHANCES PRIOR TO INSTALLATION. 0 LL ■ W. CITY OF TURWILA APPROVED AUG 2 2 1995/// g PROJECT 14178 AS NV(EURyiJ// DATE B/IB/06 -�PW4 / r DRAWN NH BUILDING DIVISION I C, TB SH EET% 159 . 9414; 95 S 3 99179 -53 GENERAL NOTE ll� �per ;I yw u_ , ! I ! '!l PPiIliiiliillrn I ni � I f (rr1�Ylill r 111 I �•. � , Aa ,. .. c '. I .. ._....:.. , I t ' , , - --A '. ,' '-,', , . ' - '-''' ' , ' 1 ".'1' '-', ' ' -,,, fp- -z:1:- - .'4' ''''';':' ii1 1 ' '''''''''' 2 X RIPPED PLATE W/ 1/21 A BOLTS 0 48'o•. . L SIMPSON MSTA36 (1020LB CAP.) ,„, ' s 4 BETWEEN GRIDS(38 0 I.:. ALONG GRID® BALANCE OF a a STRAPS ARE TO BE PLACED 0 8 ALONG GRID © PER PLAN r I x i . 5/81 A.BOLT OR EPDXY - STRAP PER SECT A/S4 • 1 1/2' ANCHOR ( EMBED 4 MINI , PLATE 1/2 X 5 1/2 X 1 . . MTT22 • 8 • , PLYWOOD PER PLAN . 1 (WELD BOTT 8 SIDES ONLY) 7 PLYWOOD PER PLAN .._ [PER PLAN] . 11 -.-• : , 7 o to , .. .'1.7 G.L. G PURLIN PER PLAN ,,.. X __ -r• i "-i'ii .,. IIIIMIIIIIIN ''' —"MEM WI SIMPSON SLY PURLIN . i HNORS. - RATED FOR, :: ' \ H.. #2 • 24'o.c. 1/4r .. 7' il ,..1 ., 5700 LB DOWNWARD LO r a 1100 LB UPLIFT S i 1: 1-1/2 1-1/2' 1-1/2 1-1/2' ' '• L I. „. r,.. , 4 X 6 CONT. (PRESSURE 0 8 X 4 (LOOSE) ,.,., , m y <:fD . I ', TREATED) LEDGER W/ 5/41 l';,1'11 1 i' 84 ', ' X 7-1/2' EXP. BOLTS • 48'oc 1 7 X 4 X 1/2 X 1 , .1 w,51/5. — -, • • •, -- e g 1/ 4 X 14 COAT (PRESSURE .,', ILL.V.) W/ (5)-#6 X ''' — _____ 8, h11111111 TREATED) LEDGER W/ (4) 3/41 2 VERT. 0 tr GA. II,. 1 ,4 lIM , . P. BOLTS• EA PURLIN AS SHOWN 8 (21-3/41 X 4 7/8' 111p1 1:1! g . lIgF W.H.S. • 7' . 6' .1 , W I GA LA 8' (CENTERED) ' ,.' . 1 GLB PER PLAN—" , 4 GLB PER PLAN / v , 1 , , p, sip v „, GLB PER PLAN ,,,..1, P.37470E4 SIDE WI I ILI ' 1 : I 7 l. S :4 1 7 3, x ,: x o'4 8.E 0 A p . s e.0 ° I.V E T / HRu V 3/4' BRG 1 1/2' X 8LOT HOL. 1/4 3/4' BRG. PLATE +V ': .t, 11 . PLATE DO TO COL PER PLATE W4 X 8 X 0 W/ — P., 0 : PLACE BOLT • TOP OF SLOT) fo l ''•1 '',-- — — 2 4/ 1 ,I,ri 3/4' BRA PLATE 1/4 r FDN PLAN 1/4 (A307) BOLTS •-.„„....,_• 5' GA V\ 3 GLULAM COL. PER / --'''' Illi PON. PLAN o AZ 8/1 CZ D SECTION SECTION SECTION /84 SECTION 3/4• SECTION • T-CY / S41 3/4. . 1. / S4 3/4 • P.O A1 314. • 1 / S4 qippr A .0. .1") ..• , -4, i .4 _ SUPPORTING SUPPORTED 11 '-" BEAM BEAM I I DAP TOP PLATE n-rP) 3' 3• 1-1/2' SIMPSON ST6224 0 3' X 1/4' PLATE EA 8 EA. GRID OR OPTION FOR 5T6236 BOLTS SIDE W/ 121 - 3/4'e I 16.41.0 EA. GRID PLAN "h" I I I . " MEI icily & a 1 , _ _ ,.... 1/4' PLATE EA. SD® 3/4' !MG. PLATE T. 8 B. E'r 1 ,,. 4 , A ...,...... . , , r--4 ..-- -- „... wrceo GLB PER PLAN— VII ....,... If “1 11' ' 1 .., r 11 Z 11 IL 1/4r ' , „-, I N '. PLATE 1/2 X 5 1/2 X 1 new BOTT 8 SIDES ONLY) PLYWOOD PER PLAN W X )•• r) n re ui -1 4 0 Ce - CD lil — . .IC g cg I 0 —, PAP TOP PLATE, TIP. = 4 Cg X 5 OLD PER PLAN DAP SOT. PLATE ONLY CC 44 V .it WHEN GLBS ARE EQUAL ,,,, V <LT,TEsONLY— l' ' ' ' IN DEPTH) 1 7 X 4 X 1/2 X 1 14!,: 1 3/8 r 5' eri IA J ... IL EA SIDE OF PANEL 1 ::-, . I- I 11 JOINT W/ 121-1 X • 2 VERT. • 8' GA 8 12)-3/41 X 4 7/8' ____/ W.H.S. 0 10' GA ,i . 1 GLB PER PLAN 0 )CENTERED). ' = cg CC v- ' I . SECTION G/ SECTION Fi/ SECTION ' /S4 WV • r.or /S4 4/4.. 1.4- / S4 CD .., a I-. o CITY OF TUI/WILA APPROVED 0 Z AUG 2 2 19 AS NOTED a BUILDING DIVISION CC iii U. U . 0 CC PROJECT 94178 DATE 8/18/06 DRAM NH CHKD TE . SHEET : 8/17/95 S4 94178 i Off I 5 la I i -. . ' 'L'L';'j''''''—''."*''''''''"'"'''''''''nm""''' . ''''''''''''''''''--- I " I I I I I r i l l i P 171191 1 9111 1 1111.111- 1 17111111 1 11771 17T 1-1 1 . 111 FP 1 T Q Q ,. t 1 61 f 5V I4 EA FACE) y el f5V I4 T EA FACET 1101 f5V 15 [A FACE) 121 15 EA PACE I EA SIDE OF OPENING EA S10E OF OPENING I2I 15V It EP] 141 15V 'TYP ALL PANELS' E V l W 5' - 1/2' _ I I - -) '- 12 EP — 2S' -81/2. J EE �� �° � P 121 17 STACKED - V � i, O F I . , • crsa c/ 19 � ,�• 0. c /s4—• ® O O .A il - p O. N S f7 ■ i STACKED REINF PER PNL�7 —�_� \ / u \ / X • -- , _— _� —..-- 19 1 E.FI ��' . �'/ \ / \� � �I III IZ 1 CHORD S STEC L D O 8 : : . ' 1TYP ALL PANELS' • A '.4 • T — 11 f7 III : ' — III f RENF PER PN® _ 11I ! � RE PANL RENF P @R PNL ® ' q PI STACKD , . LL (' IL PNEL51 lm� �y q 1\ 0 ' 3 F ^ E 0� f5V `I2I }5 T a �� II . F.' .F.I - e I • $ �y ry , 0 0 — _ I i , ;: • _ _ - 49I II I IIr �� _ � 0'- __ W F- } 3 TIE U e 12'e IN JAMBS \ 19 TIES U 0 12'o IN JAMBS IeI !4V I4 EH • 11 f7 121 14 11 EA FACET .O Z 1 EA END OF PANEL 11YP ALL PANELS) D /53 TYP o TO 2' -0' ABOVE TOP OF OPENING TO 2 %0' ABOVE TOP OP OPENING SI 14V 14 E.P.I • (8) i4V 14 E.F • SEE DTL POR SPACING iI EA END OF PANEL CA END OP PANEL 6' THICK PANELS TYP. U.N.O. . 1 Q Q Q Q Q E O Q , 1121 ibV IB @A FACET fo 25'.61/2 — — _ _ 25' -8 1/2'1_ A �� �� • A 11/54 b 1 ■ u.f H /54 ---a m ° O ° 1 ® • Q • ® I J J STACKED 1 ti,---e (2) #6 (I E.F.I I2I #6V I1 E.F.) • v� I11 !6V 11 E • ° • O W (/) 11 8' I2I 06 II EP) 121 06V 1I ED) 121 065 II EP) ° 11 , 8 , 2'. ' ;I __,9 ° e REINP PER PNL S0 REINF PER PAL II REINP PER PNL )U ? a co 4 BALANCE OF BALANCE OF i BALANCE OF BALANCE OF I¶ 17 C. i REINF PER PAL ® REINF PER PNL ® REINF PER PNL S� REINF PER PNL E 0 • • 1A 0 B W 3 O `= �� W Z 4 m (A cg f , 17 IEAS \- }9 TIES U e 12'o .c. IN JAMBS ! ,Y, IL 161 f5V 13 EA FACE) i d / - TO 1' -0' ABOVE TOP OF OPENING Q 0II W I- F. 10 i1 12 13 14 15 1 8 17 V 0) 3 I - t ; - re r I" PANEL ELEVATIONS CITY OF TUKWILA APPROVED 1/8" 1' -O" AUG 2 2 1995 / 1/2• AS NOTED 4A A T . 9S6'0 EMBED PLATE IIJT BUILDING DIVISION TPICAL PRECAST PANEL NOTES ''- ." I. PANEL ELEVATIONS SHOWN FROM INSIDE FACE. 0 z w 2. CONTRACTOR TO VERIFY ALL DIMENSIONS IN FIELD PRIOR TO FORMING PANELS. 1.7: 0 TYP 3/6 3 1/4 3. PROVIDE ADDITIONAL REINFORCING EDGE OF OPENI AT OPENINGS ER *101 HORIZONTAL AS TRIM R BARS FU E %TENDING . ' V 2' -0' MINIMUM BEYOND NG AND VTICAL TRIM BRUNNING LL LENGTH w W w 4 . T YPICAL TRIM BARS: ( /5, O NE EACH FACE, AT PANEL PERIMETER. Z a c � L 3 0 3 X 114 X 0' -6' W/ 5. PANEL LIFTING STRESSES ARE TO BE CHECKED BY CONTRACTOR WHO SHALL PROVIDE W 0 r uj REINFORCING STEEL AS REWIRED FOR HANDLING AND ERECTION USE STRONG -BACKS AS c r, _ _ ( 2) 15 X 2 0 0 4 G A. REQUIRED AT E%CESSIVE OPENINGS CONTINUOUS GROUT BETWEEN PANELS AND W , ' " , , 1 FOOTINGS SHALL BE A NON- SHRINNINC TYPE. a ea EDGE SARC -'2 1 -, I "' �" 6. PARROVICHITECTURADE 3/4' L CHAMFER DRAWINGS AT ALL E %PoSES CORNERS UNLESS INDICATED OTHERWISE W a I.. YI r2 vzxxv2xva o• - LL!! • ■:1 WELD ANGLE 7. PROVIDE 3 AS SPH AALTIC PAT SR A 3' MINIMU CONTE CANER A CONNECTIONS CO EX TO EARTH IN OR WEATHER, UNLESS M NOTED CRE OTHERWISE ALL WELD PLATE PLATE 4 X 6 X 1/4 8 W821-f5 X 2'-0' • 8, PROVIDE 3/4' NON- SHRINK GROUT BETOKEN BOTTOM PRECAST PANELS AND TOPS OF ELEVATION 4' GA 'BOND) - V4' GRADE BEAMS PRCIJE 84178 { EMBED PLATE 6 X 1/4 X 1'-4' ( !ii D. PANEL CONNECTIONS FOUND ON SHEET 55. DATE 6/16/86 1 W/. I41 -f5 K 2' -0' • 4 1/2' OA I , � I IG PROVIDE I/2* CLEARANCE BETWEEN PRECAST ELEMENTS UNLESS NOTED OTHERWISE. �M NH C L II, SHOP DRILL (1/4'' DIAMETER) AIR RELEASE HOLES IN EMBEDMENTS AT etc. AS REWIRED IN aka n3 ) ' � sq 5 ® Q ORDER TO DISPLACE ANY VOIDS IN FORMWORK. SHEET SS i 1(2 RECESS WELD PLATE 8 % 1/4 X 0' -6' 12 TYPICAL PANEL REINF, TO BE f4 0 14'66 EACH WAY UNLESS NOTED OTHERWISE. ' • 19/4' BEND1 - y PLAN F .. 8,7,95 TYPE (A) CONNECTION TYPE CONNECTION OF I 9s'. 94178 -55`, 3/4" �'. i•..O 3/4" = T -0„ -. ' mmr : . I I ea" �I111I'1�TF(�flTlli CllifRILIIl ITII��TC' T1TTITII�� �1 To , ' "I. ,� .,� �. nn TO I I I rat 1 I _.___ —_ - -- —�— _______ S88'13_58 "E 474,02' 1 i \et 1 ) � . R. R...' I I > \ 0 C EXISTING Im 11 e � WAREHOUSE BUILDING 1 \ f' FF = 100' (ASSUMED) I I EXISTING \ r 1 . I WAREHOUSE BUILDING w FF = tao' (ASSUMED) O N h 3 � 1 �� N I I 1 r 1 I 1 N I \ L I �\ — ::3°''.2"5€M.t.1.-''ENTr) V p N �, U Y 4 ,:c.W `t„ I F r E% 2 ° m PVC DO r1 NEW WATER 1 m A e. • y METER Y _ O 1 U1lfI %�ERNfD f'U45TIG DU7UIVE brr W117E 1 I ' `,'u EX 48'm CB 4 / NO PA �_ � . ` . � � I RI N EX 48 0 CB -2 O �VI ,, 1 r Z m .. W N EX FH ' _ _ ,. _ _—' a a u EX. 8'm O.I. I 6t d 63' B0 CONT _ I I j Q . ® _ _ — � EA SEMENT_. W N� Allillaiii _. . , t , y r - .� .._ . Ury APE _ _ Z 7l.` _ FIRE NE 0 P 'H]N J III` n 1 Q ASPHALT / LANDSCAPE - '_ I i Q J n C V _� �� . � R9 5 ASPH Q Q W I E% C 0 y, � 9g EX 8 "m PVC 5 STARS WER - �1 INSTALL NEW 48'm 1 , r ,—TIRE WATER LINE —'" 1 1 I.. ` = F I SANITARY M.H. i0 SIZE PER FIRE MARSHAL T_ tE ACC655 INSTALL X I I STING O/WATER SEPARATOR, I - as W f^ I- ' REPLACE EXIST.. TO. MODIFY EXSTING H M.H. 1 (SEE I- .MIPS 6" ON ID' CEKT RS ' r $y ODIFN INCREASE DEPTH (SEE w 0 L) " '1 N I I � CONC APRON ..9,, q9 ® DETAIL) COUNTY SURFACE WATER MANUAL I II I = N T p r 1Y FIGURE, 4.476, OIL POLLUTION YJ CC d am ' I U RMST CB � ROL I - IX �., - 9 , 1 ` O. D .S. ,, ., 1 I P EX CBS I. I 0 STRAW BALE BARRIER Q L - -J L — �� �I//�SEE SAT C2 FOR DETAIL ", 'O Q CITY OF TUNWIIA 0 Z 1 EX CB RELOCATED E 1 3 APPROVED 0 Q 6" PVC „ DOWNSPOUT M } d DRAIN GRAVEL AREA _\ qU 2 2 1995 1 AS NUFED F_ V I PROPOSED 1.) �. o BUILDING DIVISION '�, :3 — N W 8 WAREHOUSE BUILDING , W FF = 101' (ASSUMED) W i.,- ' These plans have bee reviewed by the Public CC o!5 Works Department for .onformance with current I 1 — 6" PVC DOWNSPOUT I , I City standards. Accept. nee is subject to errors y 1""' DRAIN - I and omissions which do of authorize violations of adopted standards or ordi . noes. The responsibility Q for the adequacy of the • -sign rests totally with the designer. Additions, d,lehons or revisions to these drawings after thl. date will void this W I__ 6 I acceptance and will resit re a resubmittal of I — — — — — — revised drawings for subs =.uent approval. PROJECT 94176 D.S." 109' "D.3. b1 DATE 6 /16/55 I Final acceptance is subject H field inspection by DRAWN NH Waffle Public Works Waffle In.pector, 1 496.49' Date: 8-10-95 8y, 1 CEO CHKD. ART Rct6SS RA) 95- 0293 ( sHE =_-� . . ® 0 V' ■ ■ `AN FI -oo r w R S O.24 RECEIV C ■ CITY OF T U KW ILA 0 0 20 40 AUG 0 8 1995 SCALE: 1 " =20' PERMIT CENTER RE�I51Drl St4BMITFAG Pmg4.o6 OF 2 P II T I" I�I Tt 1 1 " 1 1 1 I : � - -- ` � � I � '� �� � � r � � � !�� ' — ,.. ' • l.It` ', 1P THIS MICROFILMED DOCUMENT IS LESS "^"'.',..''-'",;''',I ! i 0N't4 - II I t ti4 �PMB AVO MWIIW RDasl GENERAL NOTES EROSION & SEDIME CONTROL NOTES JPRM SEWER NOTE$ ''� I I . a n auwm' � W, L MAXIMUM LENGTH OF PIPE BETWETN CATCH - I� BASINS SHALL BE 40d• 1. ALL WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT RCM THE CITY OF 1. AU. WORK IN CITY RIGHT -OF -WAY REQUIRES A PERMIT FROM THE CITY OF L ALL WORK IN CITY RIGHT-OF-WAY REQUIRES A P FROM 1nF. CM OF A1 B.A ARAPPm XNWXD -� ,I TUKWILA,' PRIOR TO ANY WORK COMMENCING, THE GENERAL CONTRACTOR SHALL TUKWILA PRIOR TO ANY WORK COIMMENCING, THE GENERAL CONTRACTOR SHALL!' N OFA KAILA. PRIOR TO ANY WORK COMMENCING, ME GENERAL CONTRACTOR SHALL I CA 1Cw BAVx F .'' ' ''' 2 MAXIMUM GUTTER LINE FLOW LENGTH SOIL ARRANGE FOR A PRECONSTRUCTIW MEETING AT CITY HALL TO BE ATTENDED BY ' ARRANGE FORA PRECONSTRUCIION MEETING AT CITY HALL T0. Be ATTENDED BY ARRANGE FOR A PRECONSTRUCTIW'MEETINC AT CITY I{nLL TO RE ATTEND :O BY BE JlU'. ALL MAJOR CONTRACTORS,'NEPRESENTATIYES OF INVOLVED UTILITIES AND THE "'ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES AND E ALL MAJOR CONTRACTORS, REPRESENTATIVES OF INVOLVED UTILITIES AND OIL 1 CITY OF'TUKWlIA THE CONTRACTOR IS RESPONSIBLE TO HAVE HIS SET OF : CITY OF lUKW1LA:' THE CONTRACTOR IS RESPONSIBLE TO HAVE 1135. SET OF IUKwIIA THE CONTRACTOR IS RESPONSIBLE i0 HAVE 11[5 S:' OF '.� I . . ., - 1. • 3. TYPE ,I CATCH BASIN IS USED FOR DEPTHS PLANS AT 111E MEETING -' '" PLANS AT THE MEETING PUNS AT THE MEETING. ] p 1 2. AFTER COMPLETION OF ALI. ITIMS SHOWN ON TH PLANS AND BEFORE 2. AFTER COMPLETION OF ITEMS S40WN ON THESE PLANS AND BEFORE TER COMPLETION ON' ALL LESS THAN S' -0' TROT LOP W LAjAIC TO ���� \�j1 PIE INLFR ALL 2. AF ITEMS SHOWN ON THESE PLANS AND OFEn2r 1 ACCEPTANCE O' A THE C PROjECT;� THE O E TAIU QR. SHALL OBTAIN A 'PUNCN' ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL OBTAIN A PUNCH LIST' O - ACCEPTANCE OF THE PROJECT, THE CONTRACTOR SHALL L 10 A '1 Lwcl{ LIST' L S j I F� .: G NpArn r 1 4. PRECAST BASE SECTIOR NRNIS(D TM - - � SHALL L NA cutouts cutouts A VE A WALL THI CK ES OF r MIN. N. " BE BY 1HA ALL ITEms OFE WNORN ON TH ES E PLG STEMS OF EORK TO BE COMPLETED. TY THE LI TE MS SNOFEWORK - WOAK SHOWN SH ON THESENPL S SH A.Lf EORK T0.' BE CO TY THE L ITE OFEWORK DETAILIN T H E SINI IA ITEMS C!' WORK TC ;: i{ r '. WNL T HICKNESS BE COMPLETED. ALL TEMS OF WORK S -PRISE OR TO PLANS SHALL E BE PLETEDT D TA THE ALL ITE CT OF ON THESE PLANS SHALL BE COMPLETED. ALL ITEMS OF WORK SHOWN ON PRIOR TO ACCEPTANCE OF ME PLANS STALL BL KNOCKOUTS IMUM DIAMETER SMALL BE ON 4 SIDES WITH M A COMPLETED TO E SA - -, --I- - 1 SHAL MAD O 20' TO PS ROVIDE FOR LTISFACTION OF E WATER SYSTEM PROVISION OF OE F . ME CITY PRIOR TO ACCEPTANCE OF THE . COMPLETED TO THE SATISFACTION OF THE CM PRRIOR SANITARY SENOR SERVICE. - RIMIER SYSTEM AND PROVISION OF SANITARY SEWER SA OSLF.. YA I MAXIMUM WATER 5Y51EM. AND PROVISION OF SANITARY SE'AER. SERVICE. - ::WATER 550 PROVISION A MINIMUM SUMP DEPTH OF I9'. NE CITY ACCEPTANCE W THE II t 3. ALL MATERIALS AND WORKMANSHIP CONFORM TO THE 'STANDARD 3, ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE "STANDARD - 3. ALL MATERIALS AND WSAP SHALL CONFORM TO THE 'STANDARD T L OlC S REINFORCING BARS SHALL BE WT OR BENT - SPECIFICATIONS FOR ROAD, BRIDGE, MD MUNICIPAL CONSTRUCTION', SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION', SPECIFICATIONS FOR ROAD, OAD. BRIDGE, AND MUNICIPAL CONSTRUCTION', --- - - - - -- - t- 44 A STa +D ,.M1 T • Tw AS REWIRED TO CLEAR CUTOUTS. (HEREINAFTER REFERRED TO AS THE STANDARD SPECIFICATIONS)WASHINGTON .:(HEREINAFTER REFERRED TO AS THE. STANDARD SPECIFICATIONS)WASHINGION (HEREINAFTER REFERRED TO AS THE STANDARD SPE IFII' A BDTI Rna.l BNI 1111111 �xRU STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS - STATE DEPARTMENT OF TRANSPORTATION AND AMERICAN PUBLIC WORKS S'nTE !DEPARTMENT OF. TRANSPORTATION AND AMERICA PUBLIC WASU cuw s1oE I} „, " S PAar ra a nHE aRe, _ 6. THE TAPER W THE SIDES OF THE � PECAST ASSOCIATION, WASHINGTON CHAPTER, 1991 EDITION , - ASSOCIATION, WASHINGTON CHAPTER, 1991 EDITION. ' Pua BOnw GARY Dwx ASSOCIATION, WASHINGTON CHAPTER, 1991 EDITION: ft;p - (g1TQ11 a nlE aRe -BASE SECTION SHALL NOT E%HIEE9, 1 /Z' PER - - • PLAN VIEW `FOO 4. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER 4.: A COPY OF THESE APPROVED PLANS AND CITY DEVELOPER 4. A COPY OF THESE APPROVED PLANS AND APPLICABLE CITY DEVELOPER ' `-" 7. CATOI BASIN BNALL BE CW5IRUOEp IN Ny A REVISIONS SPECIFICATI AND DETAILS SHALL BE ON SITE DOMING CONSTAUf,'ION. (. .f .:..,. ..: -., " - ACCORDANCE WITH ASTY L 4)B (AASXTO 4 199) 5. ANY RE :,•-• r M SPECIFICATIONS D TO T THE PLANS BE BE EviEwED'AN0 BY THE S ` ANY ENSIONSSMADE T TO THE PLANS MUST BE EVIEWEDG N ANDAPPROVED BY THE S ART REVISIONS MADE TO THE PLANS MUST BE REVIEWED MD APPROVED BY TAI: „ , - ..... ' - SET GRAZE t /2' AND AS1M C 890 UNLESS OTHFAMISE NO7FD. _ 70P O CURB 055CR BELOW PUTTER LINE ' I THEP TH CITY ENGINEER AND THE CITY ENGINE PRIOR OR ANY ERRS AND/DR DEVELOPER'S . ENGINEER AND THE CITY ENGINEER TO ANY IMPLEMENTATION /A O / : I OMISSIONS W TH F . •■m S ENGINEER SNAIL L SC UE CONTACTED (ACTED INMNIn1ELY T: I. l 9 ' -1 - MMwaE - (RISER woos) CONFLICT EXISTS.. CONFLICT EXISTS. : CONFLICT EXISTS. COUP LING ` ... 7. ANY STRUCTURE AND /OR OBSTRUCTION WHICH REWIRES REMOVAL OR 7. ALL LIMITS. OF CLEARING AND AREAS OF VEGETATION PRESERVATION AS 7. ANY STRUCTURE, AND /OR OBSTRUCTION WHICH REQUIRES REMOVAL CR ' ) I.0 W WW U RELOCATION RELATING TO THIS PROJECT, SHALL BE DONE SO AT THE DEVELOPER'S PRESCRIBED ON THE PLANS SHALL BE CLEARLY FTAGGED IN THE'FIELD AND RELOCATION RELATING. TO THIS PROJECT. SHALL HE DONE SO AT III.: DFAFLOPFR' S I o PI 1' EXPENSE, OBSERVED DURING CONSTRUCTION. EXPENSE. a V 1e' ttf{WE ire. 12 UNIT •8 a-F31ca B. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE IT SHALL BE THE 8. ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE e, DURING CONSTRUCTION, ALL EXISTING AND NEWLY INSTALLED OAAIHAU (' °Aar d BAF SECTCN (M 6E01100 CONTRACTOR'S - RESPONSIBILITY. TO DETERMINE THE TRUE ELEVATIONS AND CONSTRUCTED AND IN OPERATION PRIOR TO ANY LAND CLEARING AND /OR OTHER SIRUCNRES SHALL BE PROTECTED FORM SEDIMENTS. t ' - - LOCATIONS OF HIDDEN UTILITIES ALL VISIBLE ITEMS SHALL BE THE ENGINEER'S CONSTRUCTION TO ENSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE X V ' v ff s' RESPONSIWIUtt: ' - NATURAL DRAINAGE SYSTEM. ALL EROSYON AND SEDIMENT FACILITIES SHALL BE 9. ALL STORM MANHOLES SHALL CONFORM TO CITY STANDARD CONTROL r - - -- _ -- _--- FLOW sr, - ' B ,4 -) r j C - "1 I R MAINTAINED IN A SATISFACTORY CONDITION AS DETERMINED BY THE CITY, UNTIL . MANHOLE/OIL R- CITY SHALL CONFORM TO CITY STANDARD. MANHOLE tiimti (-•' S W B' `U147. v IT r II :I@i J-P IiLP...�) n 9. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN SUCH TIME THAT CLEARING AND /OR CONSTRUCTION IS COMPLETED AND THE STEPS SHALL CONFORM TO ORM TO CItt STANDARD. . , M { , -T M M4O wx rqi[ 4 ON THE PLANS OR AS AFFECTED BY CONSTRUCTION.. POTENTIAL FOR ON-SITE EROSION HAS PASSED. 'THE. IMPLEMENTATION, ,n w. T � ux ! - ,.. MAINTENANCE,: REOPLACEMENT,' AND L W S TO THE EROSION AND 1O, MANHOLE RING AND COVER SHALL CONFORM TO CITY STANDARD. 0Fn: COVER '' ;M S DIGNRBFD CGIP TED SHALL rpu ,' ' ' ,. ' • - „ 9Je -LNADC l �V�i� - A_ - 10. POWER, STREET LIGHT, CABLE AND TELEPHONE LINES. SHALL WE IN A TRENCH. SEDIMENTATION CONTROL SYSTEMS SHALL E:�THE CABLE OF THE SHAM. BE MAIRKED WITH 'STORM OR 'DRAIN' IN 2' RAISED LETTERS. MINIMUM .A.R J l ,,, 4 it '',4 u..43 IG��i - � - i! - !I 4_pu - LOCATED WITHIN A TEN FOOT (10') UTILITY EASEMENT ADJACENT TO PUBLIC .; PERMITTED wF.IUHO OF THE FRAME. SHALL HE 210 POUNDS, MINIMUM WEIGHT or THE CUVEIR V y�' i ' ^, P E: y 1 t J RIGHT-OF-WAR. RIGHT OF WAY CROSSINGS SHALL HAVE A MINIMUM SHALL BE 150 POUNDS, • C',.;.5- �•'i + '{ - -s tK- I U. 1 L A ,, s +p I 1I s I p' HORIZONTAL SEEP/,RATION NOON OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE 9, THE EROSION AND SEDIMENTATION CONTROL SYSTEM DEPICTED ON THESE PLANS �"` �' *� ' 1 L S SECTIOM V19W 11A8E Y6GTM3tl fT:E7 (5'). ARE INTENDED TO BE MINIMUM. REQUIREMENTS TO MEET ANTICIPATED SITE 11. CATCH BASINS TYPE I SHALL CONFORM TO CITY STANDARD AND SHALL 13E USED t ( F AUN BASIN �' N 1 '.'11, L n CONDITIONS. AS CONSTRUCTION PROGRESSES' AND UNEXPECTED OR SEASONAL ONLY FOR DEPTHS' LESS THAN 5' FROM TOP OF THE GRATE 10 ME INVERT OF THE CATCH \j �"' T/� 17. ALL CONSIRIJCTIW SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON STALE ULENSEO LAND SURVEYOR CONDITIONS DICTATE .FACILITIES BALL BE NECESSARY TO ENSURE COMPLETE SEDIMENTATION CONTROL ON THE SITE DURING THE COURSE OF CONSTRUCTION, REAM PIPE. \ >ZPmw^* <`" "T N'IY G I . \j TYPE E I ' I t t'§ - _ OR A WASHINETOIB LICENSED. PROFESSIONAL CIVII„ENGINEER. . IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ID CATCH BASINS TAPE II SHALL CONFORM TO CITY STANDARD AND SHALL BE USED • S (.� N.T.B. -. ' ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND FOR DEPTHS GREATER THAN 5' FROM TOP OF THE CRATE TO THE INVERT OF THE i( ,, k '...-4 I 12. DURING CONSTRUCTION, ALL PUBLIC STREETS ADJACENT 10 HIS .PROJECT SHALL )'. TO PROVIDE ADDITIONAL FACILITIES. OVER AND ABOVE THE MINIMUM .AM PIPE.. ' A BE KEPT CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE :' REQUIREMENTS. .AS' MAY BE 'NEEDED:. TO PROTECT AOJACENT.PROPERTIES, . ... e:` y( M„ { f , .. „ , _ I. CONSTRUCTION, D EXISTING STRUCTURES SHALL BE PROTECTED AS DIRECTED (SENSITIVE AREAS, NATURAL WATER COURSES 3. AND /OR STORM DRAINAGE SYSTEMS, CAST IRON FRAME AND GRATE SHALL CONFORM TO CITY STANDARD. CRATE. SHALL 11•. .),y • ' D. P,r `':',,FLIP S ,, „ AN BY THE ISSUANCE 7000. THE C .DEPOSIT W CONGA COSTS THE AT CITY TIME Of BE MARKED WITH ' DRAINS . TO STREAM SOLID CATCH BASIN LIDS PLAN ' " "'1 V74 I .'XfY':;, S • •• 'T:;: fi d . ,v .. PERMIT SSUAANCE PROM THE CONTRACTOR TO O CO '10 TS T CITY MAY INCUR 10...AL OF THESEPIANS IS FOR GRADING, TEMPORARY DRAINAGE, EROSION :. UNLESS NOTED AS ROUND) SHALL CONFORM TO W451)00 STANDARD PLAN B -2 1 .1 , `, TO CORRECT A PROBLEM IF THE CONTRACTOR FAILS TO ES'ONDTD THE CITY'S NOD SE MEGTATION .ONLY.Y.IT 00ES.NOT.:C LOCATION, : AN APPROVAL•OFI. TT FOUNDRY NO.: SNAG OR EQUAL). VANED GRATES $HALL CONFORM TO ' (� ` i • r ..aN �4„ .,, • T.:�J, ' x'. 4 4 iP, A tn,. dl DIRECTION. : TESTWM. DRAINAGE ATNAGEWDESL (N, SIZ IF PIPES. A NOR'LOCATION OF, , , HA C. H'CDT,AAPWA STANDARD PLAN B -2A (OLIMPIC FOUNDRY NO SMEOV OR FOCAL). ' ,..rro- REQUIRED . IRED PRIOR TO PROJECT ACCEP YC • A., ;'Fl* u X. ICI0R5„ ;CHANNELS W RETE FACILITIES. ( : , II. CERTIFIED AS- Q UILT, DRAW INGS ARE. "" TANCE • fn STORM SOWER PIPE SHALL . BE ONLY PVC, CONCRETE, OR DUCTILE IRON PIPE. r ■ O � - <'' � .• "" n ,, II. ANY DISTURBED AREA WHICH HAS BEEN STRIPPED W VEGETATION AND WHERE NO 'r ` 1 - 14. A NPpES•STORMWATER GENERAL' PERMIT MAY BE REWIRED BY THE DEPARTMENT FURTHER.WORK IS ANTICIPATED FOR A PERIOD OF 30 DAYS W MORE, MUST BE THE USE O ANY OTHER .TYPE SHALL BE REV1EwE0 MD APPROVED HY ME Cr TY t 'K ! ,MiA ry A OF ECOLOGY FOR THIS PROJECT, FFOR INFORMATION CONIA ^T THE DEPARTMENT OF ECOLOGY AT (2W) 438 - 7016.. IMMEDIATELY STABILIZED WITH MULCHING, GRASS PLANTING, W OTHER APPROVED EROSION CONTROL TREATMENT APPLICABLE TO THE TIME OF YEAR IN QUESTION. TJHOOA SA PALER. 70 INSTALLATION II,J • ? • . ' : 9 lE - GRASS SEEDING ALONE WILL BE ACCEPTABLE ONLY DURING 111E MONTHS OF APRIL PVC PIPE SHALL BE PER ASIA 0 -3034, SCR 35 FOR PIPE SIZES IT AND ,I " . THROUGH SEPTEMBER INCLUSIVE. SEEDING MAY PROCEED OUTSIDE THE SPECIFIED SMALLER AND F679 FOR PIPE TIDES 18' - 27'. MINIMUM COVER !TS. PAC PIE I ' 4 ✓ .V TIME PERIOD WHENEVER IT IS IN THE INTEREST OF THE PERMITTEE, BUT MUST BE SHALL BE 3.0 FEET. Y AUGMENTED WITH MULCHING. NETTING, OR OTHER TREATMENT APPROVED. BY THE CONCRETE. PIPE SHAIJ. CONFORM TO THE 1991 W.S.DO.T, SPFCIFICR'ITNS FOR CONCRETE.. UNOERWAIN PIPE MINIMUM COVER ON CONCRETE RIPE "HALL DE AS 12. IN CASE EROSION OR SEDIMENTATION OCCURS TO ADJACENT PROPERTIES. ALL RECOMMENDED ITT ME MANUFACTURER OUT NOT LESS THAN 0.0 SIFT. I , 139 CONSTRUCTION WORK WITHIN THE DEVELOPMENT THAT WILL FURTHER AGGRAVATE - THE SITUATION, MUST CEASE AND THE OWNER /CONTRACTOR WILL IMMEDIATELY DUCTILE IRON PIPE SHALL BE SPECIAL CLASS 52, CONFORMING TO AXIIIA 0151. N C F 111 RESTORATION AS THE TRENCHING, R M AFFEC7EO PROPERTY IS SATISFIED. N SOON DUCTILE IRON PIPE SIAL BE 1.0 fp. UNTIL SUCH TIM I L I A - � - - -. - 15. TRENCHING, CHING, B BEDDING, AND BACKFILL FOR PIPE SHALL CONFONV. TO CITY Y„ { " Y 2 1/ I6. STORM PIPE SHALL BE A MTN7MUM OF TEN (10) FEET AWAY FORM BUILDING t. �, - 7 /B' NGE LAST TRW fP MIS SLEET AND LONG, FOUNDATIONS AND /W ROOF LINES SEE DETAIL CM y . TD 10 3/4' O o O ' to 1/2' + - 17. ,NI 0TOM., DRAIN MAINS SHALL BE TELEVISION INSPECTED PRIOR 10 v ' °. 1 t/I ASPHALT -� _ ACCEPTANCE BY THE CITY. 0 .7 o CUSS B, SEE NOTE 2 - -SIDE SEINER PESO - - - SEE OPTIONS PUBLIC RIGHT -OF -wAY PRIVATE PROPERTY- 1N. AFTER ALL OTHER UTILITIES ARE INSTALLED AND PRIOR 0 I HAT 1'ORN, ALL FRAME &COVER SECTION - '6 oW , A M PIPE SHALL PASS A LOW PRESSURE N R S T DI ACC Uh. F AJ SECTION 7-04.3(4)D OF ME STANDARD SPECIFICATIONS. I (D ,T D TO - e..?l .; b�� : L•b 4.•' - TAM, SEE NOTE t MAL THE INSIDE OF THE PIPE ARE NOT TO SE USF0 ff() OI Al ' F T::' SIDEWALK AREA 7 -1 FlNIPIED MADE • ff,1 as PVC PIPE SHALL EXTEND 2 / \ WNLREIE _ LL > k ABOVE 111E BOLTON a 111E CA9NC / - ^ _ _ _5_ - / /SO° /// 45 FEND $,G�r%O '. I I • / / ` NAIL z,4x1Y REBAR; WOOD STAKE W EQUAL / q :i/ LUNG CLEAT TO SECURE STRAW BALES _. O',PVC PIPE / ( PRESSURE TREATED) /: ,D B PVC 11/4' MINUS CRUSHED ROCK BEDDING I : 1 J / \. 9 GUAf£ GALVPNIZEO °• /\ _ 2X MIN S1�PE _ _ WIRE SEE NOTE 2 . �iaa-- 3 'S' • . 2x4x12 LONG IAA II PRESSURE TREATED CLEAT _ / SEE CITY SIANDIPoI 1 \11 A� / .. • f N ' ' �y Yq _ BE DETAIL / /-1/2" EYE WIT W,.._ /.. A Ii ` .. .f - � _. - CITY of TUK'NIIA ! ? IY fLc OS`S S� 45 BEND wAw9Ft5 ° .•••�".� �,r „L �I % { d A :. LJRILL TMW xME . � - EJi0VAMU PLUG sE xolE 4 -- APPR04E0 I ;I FW t " e' uoE sEWIX llxE 3/4' MINUS D ,., r ■ M1S i A " - V Nl , . 1. GEANWIS MAY BE USED AT ME END OF ONES 'GAL // / S t p. P CA 3k y Yt 8 1N DIAMETER AND N07 MOE'THAN 150 FEET PL SID. PRIG SANITA SE11F.R M N x / 4' MINUS CRUSHED GDP( BENDING \ WASHED GRAVEL_ O AUG Z 2 1995 '. 1E LONG AS APPROVED BY THE CITY' ENGINEER \` U11U1Y EASEMENT LINE AS NUIfU 1 2' NEAT LINE CUT $HALL BE SEALED AT.T1E 70P / - - RILHT -O -wA '� • x r T WITH A HOT PAVING GRADE gSFHALT AND FACE • T - - - BUILDING DIVISION 1 I OF CAT TACKED. ( 1. THE TOP ONE (1 FWi OF THE 2 %4X4' -O' LONG PRESSURE TREATED SIDE SEINER MARKER SHALL BE O . /A `�NJ,)F f r it ALL 3 MATERIAL - TO TIRE 1991 STANDARD I � I 'I .DEPTH PAINTED IN BLACK ON BOTH SIDES OF . ' SHALL CWFWM THE MARKER: _ -- i I L SPECIFICATIONS FOR ROAD;. GE. AND MUNICIPAL - STRAW BALE -- - -.. Pt ?h L N! NI ;'3' ',' MTMENT OFPiRANSPORTATION AND AMERICAN P BUC 2 NINE ((9) VE GAUGE FG G ALA IDEO IRE TO BE ATTACHED TO WE 2WX12 CLEAT AND ATTACHED TO THE MARKER • •.., F O IOW 1 1 AJ ,8 WORKS ASSOCIATIONS WAS . HIF(OTQN - SPOT cHAPIER 4 y i '{b �!D f1 i J y M'1 1 , . GPTI : VOW 2 DPROx 3 - 3 . IN LOCATION *ERE SIDEWALKS ARE NOT P RESENT THE CONTRACTOR SHALL POUR ONO RETE COLLAR AS r _ UAWINE TEASING FACES P.F A CO DIR BY. THE CITY , SEE;CLEAN OUT STANDARD FOR FRAME AND COVER INFORMATION. l' A 4 d, a § '"7, M TO INSURE POSITIVE FIT, , , SEWf,R PLUG O PTI ONS N. END OF SIDE SEWER SHALL HAVE A FIVE (5) FOOT MINIMUM OF COKA. ... \ STRAW BALE CLEAN OUT SIDE °SEWER BARRIER FOR INLET $1I X �� ° �I�(((� 1q � ' 4 JU N 1 g 19 947709 111 ?5 C2 I - r, j ,r 1iTlrli1 rl hI r rmlrI ,. 1 �, I . -. - ,A _ ; s „M,,,,.,, T 2 3 4 5 6 7 8 ° ` I ` 161 ' ,A .A + G 1 IF THIS MICROFILMED DOCUMENT IS LESS I 1 .. r 1 .. .. ..7 ; 1 Planting bed with 2" mulch Plants • gguallairAtik 1 W. id2 4 Wart; 1/2 spacing.4 distance --------4...,•-•i • . g 1 I i GROUNDCOVER SPACING DETAIL PI/Or/WOK ' i Triangular spacing i Water basin . ,,...iiilb . Prune diseased and with 2 '411 broken branches mulch • ii..,._-!-...... 0 Compacted topsoil - I Ilkiji.oltillia water thoroughly. fertilize Itla:10 :,:. P. requved il . . , - ii • en ng o - . - • • I ---..- " 7'. size of root ball SHRUB PLANTING DETAIL Irn --I . Prune di sed and z., broken branches N..... I ,.......... 1 ,,,,,,,/,',. t...■• . 74" Al l 16 gauge steel wire vi e . ‘11111.° en t hio ro ct w e a m vi t ny I _—_—____, _ • ..„. __------------ . Z 3 r . . . r . , I I 2k2 wooden stakes -, . securefy driven into " • Planting pit rnin, i ground. Stain brown. t8 twice size of root il belt 6 , Water basin with ' C-, ' , 1 111_,,,, NEL 147 ` 1 't • . ' . • • • . .. .. 5 I—• ' 14t 7: ," ' L i planting pit 1 Wiii 0 surface Z 6 min.• ----w. , flIl . LT , v2 topsoil —.■-,■tre' (o Pr/ OM *Illib thoroughly, fertilize ■Iln. Adahlk ' 41 1111 1 1'4"4116116 k. all A 0 O.E... aliplegopprimmy a TREE PLANTING DETAIL' M 4:0.-LempErgeatztici), ,„...)g..- ,r■IBIL 4r,_,....,•4001 CI , *Mina r7:441 trAWNI----- AriOr 1 - 1 - I >- Z i CY PLANT LIST / 1 I r I-LI z G0/72/72: Akifl?e , _ < Z co AC-ef" t'' / Ala V /t4ip zi c,47/pa 4 iTeudorsaja Ic-/nzis / ar,{9ZAC 7/1- 6W/77/7. Of.' 1 r9' tazmanc 1— -- 4, c \ 4 Z , P 4 - , t O / /6 Gaek-erl / c 7 0 2 l-a,e,e17 41a1- o"-/' 1 _ ....._. _ _J — _._ 1 A',.\ ' 1 Hah/2c / 1 tt9/31( /C 4 7Ri7t 24 . U Lij __. . 0 . 1 II D li NOTES r ae 7, /0 plar777/7.0 0Y \ 2 2.". 7i• ,- la' ivrV maa /ry al/ piw/21 areas' / ,vriant f724 cl7e// U6 176417 ,4c2a F4//, i'G/r7"-77-17, PROPOSED at - ;7 w/r/7 gip,srv41 oF owner. WAREHOUSE CITY OF TAMA 4 144/070//2 ,r/f 7/177`7/ F7r4f/ //;R71297 al2ii ,d56.-1 ofurer • . APPROVED Ge.‘9/7 .Gi 7/7 d'OCt 7/7 f// p0/717/29 d'/G4r, i AUG 2 2 1995 AS NOW) . . BUILDING DIVISION E 7 9 �� q 5.........b a 4 L . ..,.,....i.i a., a_ ,.„..,..,.?..,:e.,.. 0 7; PLANTING PLAN ' Afr ic,,) ,,,, 0 1 CITAFTUKWILA 0 u,,,,Aoia_,-.7 1 0,0,0 D I P('' ,11,,,, 0,11, 7 AUG 0 9 1995 < __7 . I 1 . . . . . 1 , ' NORTH P /"...,11 i PERMIT CENTER - I 1696 '''' D2a, LI f■Til 1,It , 0 1 4.........m.,...1 I I PP I 1 I r f r i f i r f l i Ilifqi Wm i w 11 i rpm 1- 1 1 1n - rmirmliip Fri rmi 'Tr 1 I 1 PRI 1 1 rp 1 rmill_ , , , ,. : . IF THIS MICROFILMED DOCUMENT IS LESS ;1.'--- 'CLEAR THAN THIS NOTIOE, IT IS DUE TO \ S _ ____ _ _ _ 588'13'58"E _ 474.02' 1 \ \v, \ I I ■-•. \ ., . g 1 \t% \ WAREHOUSE BUILDING PF • 100 (ASSUMES I , t \r, g I \ l' 2 0 a : U ii:i .i I EXISTING IELg,g,,•• I 1 WAREHOUSE BUILDING d PP • 100 [ASSUMES I IT \ . gz .. plg.,z, ti I I I I \ I , I I I I $ \ I f ,6, r-; C: E: t. ,=,. e ,,... \ f* R ,I I 4 ■ I , I ■ gl r 1.__.,... ---- ---------------- , \ 'L) I , ■ t y, , , I- , .,... _ 2 \ T" z • , Lu co I _. _ _ ---__ ---- - ---1--- a ) - \ '!7‹ 0. 4 EX , 1-1 - — --- — ---- — — —__ — —___ — _____ — —J1,— —__ _ _ L _ ___— ----- - / 14 V1 CC 67 r 6, .,, 0 < 1- (33 60 Ill ...1 77i 30 E -4 1111111.1".'- ASEMENTY - 2 4 0 (■=.4 1 A SPHALT. LANDSCAPE A,p1,ALT ...I 0 ...I 0 NN 4 \ a § > ,,,l _..- , , , \ ce < er w 1 ' I '''. ' '. ' ' ' i li * I I %/ / I oa ui l'" "" I P GRAVEL CONC e'PP°N ' 7 8 '----1 ;4 4 Ili ,,,..,. Q I m F, .• I 1 1 1 r 1 1 1 ,_ _ _ _1 1.._ J _ J x r. ■ r• r- i r■ I[ ') // \ I , -' i 0 . .- \ GRAVEL AREA— \ 4 I \ I //,,: PROPOSED / 0 0 , 10 , III il 8 _ _1 WAREHOUSE BUILDING / I". PP • 100 (ASSUMES CIY OF TUKWILA w I APPROVED 00 Oct 3 1 1995 e,,, li 'Mu I BUILD ON - _ 9417S 100 A PROJECT DATE 8/15/95 i , 4 / _L/ .,_ / DRAWN NH ' — _ 1 N89'16'24"W 496.49' CHKD JK 111. 21 ,2111 \ 4 SHEET ■ 0 SITE PLAN ,,nsny,p. 1 2 69 5 0 ?,,,) D „...., OF 5 PERM CENT814 0 10 20 40 m , e p . ,0,,E,E) 5 Pko 4 0 119-.2. qs" SCALE 1"=20' ,,Re(2,,K M PL.A.L4RA 44-- rr - 1,0 V1 10/19/95 94178-2 Fp ,,44,844,44,444... J --u .4■4 .0__ Krill, .... 2 3 4 5 6 7 -' 00 IF THIS MICROFILMED DOCUMENT IS LESS ' 1 , 1 at' 41 24)( ',.-• I 4 , ,, CLEAR THAN THIS NOTICE, IT IS DUE TO TI-IF nilAl STY OF THE ORIGINAL DOCUMENT I' 1 i 1 II •• \ 1 Plants - 1 1 Planting bed with j 11 ' k I 2" mulch I t,... E9 al '�.Yr �/ z rIz t/2 spacing / , • 1 1 �� distance -- - -I -* 7` / GROUNDCOVER SPACING DETAIL /V • � ` G Triangular spacing Water basin `, x0 . Prune diseased and with 2" "� / - broken branches mulch %- • compacted topsoil • _ 'Q 1i_ hmoughly, fertilize IIIII ��yyyy "' nn as mg . =727' +iii an ng o •• - -- IGl= I size of root ball . - - - - -, ,- I 1-1 SHRUB PLANTING DETAIL LP \ �`1 ", . Prune diseased and 7 ' � broken branches , 0 16 g au g e steel wve / � ,1 Throu clear v n — I Nore hose below first _ 1 erom • �_� I . 2x2 wooden stakes I I securely drve into • Planting pit min. ground. Stain brown. Q twice See 01root II Water basnwth ball i p�L® Lam �I -` 1,1 IW Unglazed Pl I ng pit .. .. .. .. .. .. C-_45.. I— Z a.:: N!G:1 i p nn ® ®►3�' "" I I� i ll - _ ;2 etvesol wafer �w� ®�� '� CL' thoroughly, fertilize z _ 0 �b 5! (n \ t� ®® O ® ®IARRRRRR ® � �� N . PLANT LIST 1 w ■.cymbo / ,aP, �0"2/6.2/ �L n/roi7 A,wr/e az� %9yG/r.Y�rGJes / / _.... �' Cr Q Cr I ,3eudotsagl ,i/ zl�s i / lriW� /A. T'// r /nvr�. ", ® �e- P/27/ ,c G, '6 GC/y ,k6n' / Ui70 0(GJ,�Gn /4a1- Tie ll '11 li 4 06 r aG/77 NG /< ' r�ihn,1'' ,rghr - rs / uJ ° '27`s z�n a c. C_.) w D cy) Y Zl —D V . _ _ 1-1 N F — II ('6VG/ _ NOTES I �rc �e/ ,/, y' a was Toga/ ,'h 0a:77 air-as. CITY OF runwua 2, .z d p74 IT � nd - ,, , ,, , V n7G /GP/ /r q / / /�9i7Ti/L� G?/ dC APPROVED Q/7/ PROPOSED 6/ A/ Y 7/2471774/ ( / bG 1764/77v GnG/ Fail /, ✓Gf�t /Yl✓tic - - OCT 31 1995 rr Gvrrr`i c7ppr�o�g/ of aGUr2eC WAREHOUSE I 4 14447 //7 J / 7// Firm/ /rafy7 77 CnG d GCG l 9/LG bJ •1Q72C/ i As rIDIEu T>, f/ /GG/G/ - dG•c 72 a/777777'417G //T/ ?'i0/7 J ( //7 Gf // M/7f//,(5 41/�d,{, I BUILn,INC olvls.ON ECEIVED IL CITY R OF TUNWA JUL 1 21995 'Ii PEANUT CENTE6 U p S ..- - - _ - - - - -. __. z �v3y .. .._ .. .. �.. .. .. J Z: 3R AWL d or s- = v 1±1 '' a U 4 PLANTING PLAN w E REGISTERED STATE F 0 NoscAFE AssNITELT Q 1 I NORTH ' NE E TN Prrs a, --I L L CNEY. CENiniLniE , G , Jaa ` ■ q l , ° 'a+'x . x r . ,n .. .rt n .. .. -..... -.. I IIIII1IIIIIIIr]11T1 mrprini 111 III! r iUlm I I 111 .ntrilTIITrtr . - I re 111jnr I' -Y4.,.. _. , .' O ..._ ., _... .... I ts 2 3 4 5 6 7 e l �. T, i I THIS M DOCUMENT IS LES5 " - A/ A CLEAR THAN THIS NOTIC IT IS DUE TO =mN e. a F a ,rFa a ow s r 1k� 3 Z4 ' THE 01151_ITY OF TH E ORIGINAL DOCUMENT