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Permit B95-0391 - MORRIS RESIDENCE - NEW SINGLE FAMILY RESIDENCE
City of Tukwila .:. (206) 431 -3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 BUILDING PERMIT Permit No: 895 -0391 Status: ISSUED Type: B -BLDG Issued: 12/28/1995 Category: NSFR Expires: 06/25/1996 Address: 4412 S 150 ST Location: LOT 6 Parcel #: 004200 -0075 Zoning: Type Const: V -N Type of Occupancy: DWELLING ; Gas /Elec: GAS Wetlands: Slopes: Y Water: 125 Sewer: VAL VUE Contractor License No.: BOTTOC *167BJ TENANT MORRIS EDNA Phone: 206 248 -3362 4412 S 150 ST, TUKWILA,,WA 98188 OWNER MORRIS EDNA 4414 S 150TH ST SEATTLE WA 98188: CONTACT STEVE MULLET . Phone: 206 244 -7553 3303 SOUTH :;132ND, `TLIKWILA, WA 98168 CONTRACTOR BOTTOMFISH CONSTRUCTION Phone: 206 244 -7553 3303.; S 132 ^,ST,' , TUKWILA, WA 98168 ************ k* * * * * * ** * * *** * * * * * ** ** * * *** k * * * *•k **** ** * * ** k * * * * * * * ** * ** Permit Description CONSTRUCT NEW SINGLE - FAMILY RESIDENCE. SETBACKS 1 ; Units: 00i Front: .0 Back: 0 c,` Buildings 001 Left 0 Right: 0 Fire Protection SPRINKLERED UBC Edition: 1994 ' Valuation: 92,'679.29 ` ;Total Permit Fee: 1,396.28 ** * * * *.k*1k * * * * ** * * * * * * * *** * ** r *: * * * * * * * * ***• k**** * * * * * ** * * * ** * * * *4(iik ** * * * ** Permit Authorized Signature . Date I hereby'cer ti fy 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 give authority' to violate or cancel the'' provisions of any other state or local.' >riaws ,regulating construction: or, the' performa'nce of work. :.I: "am authorized. to sign for and obtain this building permit S i gnature . D ate : ,f� / Print Name _ //tom Title: , b rig:. :.:,,,,• 4 This permit shall become null' an'd two'i.d if ; the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. • I CITY OF TUKWIL ' -- ' 0 �. Y' g Department of Community Development — Permit Center 0 ; ili : 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 iso(' (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME �--a NUMBER rnoY.s al na, Lot- (p SITE ADDRESS SUITE NO. 8c15-oni L P 6 150 bi- -. 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 APPROVED REQUIREMENTS / COMMENTS :74 BUILDING - 12 ■ 95 'R. CONSULTANT: Date Sent - Date Approved - initial review (ROUTED fg FIRE E /t / 7-- /V-9-S FIRE PROTECTION: - Sprinklers Detectors ,.... N� /A _ FIRE DEPT. LETTER DATED: /1.- p-/-1..1 INSPECTOR: tM 4Slp _ INIT:J t70 PLANNING a G IzI II, 1' ZONING: (BAR/LAND USE CONDITIONS? (jYes No 12 � � ,/�-- REFERENCE FILE NOS.: INIT� MINIMUM SETBACKS: N- S- E- W- _ 1k1 PUBLIC 12 - ci S UTILITY PERMITS REQUIRED? alms No 12" I'1 1 PUBLIC WORKS LETTER DATED: WORKS INIT: k i U�ii i - fr' ( r) II - ((0 - 45. `cJP3 ._ 0 OTHER INIT: BUILDING - Z TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review ;.ir. VI4 OYes V4.10 1 9i BUILDING 0 Z7/90 OFFICIAL INIT: L ' REVIEW COMPLETED AMOUNT CONTACTED Ed rl�s2v Q. OWING: DATE NOTIFIED 'Q- '"t5 BY: _ p �M `� (init.) 2nd NOTIFICATION BY: (init.) 3RD NOTIFICATION BY: Sys. co (init.) q. V kl� R -i e. J AS &o •nc - `fas.°(' W 3 I .(5-1q' 01r0ere3 BUILDIN BUILDINvJ P �.. APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 (206) 431-3670 DESCRIPTION AMOUNT RCPT # DATE BUILDING PERMIT FEE L X10 PLAN CHECK PLAN'CHECK':FEE NUMBER q BUILDING SURCHARGE A PPLICA TIOlV :M'UST "BE OTHER f C7 DUT COMPLETELY TOTAL: SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ [-C.-, C, `' t30 000 PROJECT NAME/TENANT ASSESSOR ACCOUNT # 11 \CY t' Ir � Qo 4 l 0 0 -0 01 s TYPE OF , J New Building Li Addition LI Tenant Improvement (commercial) U Demolition (building) WORK: 0 Rack Storage 0 Reroof 0 Remodel (residential) 0 Other: DESCRIBE WORK TO BE DONE: BUILDING USE (office, warehouse, etc.) e� tcir.1 NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? (] No Yes If Yes, new building requirements may need to be met. Please explain: c ya_ 3 3 SQUARE FOOTAGE - Building: 41111!. (5 -)0 Tenant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? 'LI No O Yes IF YES, EXPLAIN: FIRE PROTECTION FEATURES: O Sprinklers 0 Automatic Fire Alarm S stem audo'ai - ctec. Sy42.4c4 PROPERTY OWNER PHONE 62 a c ,3 36 „2, ADDRESS 4 / 'y/ 7 )U kr kW/ ?‘,1--' lJ `G//4. ZIP 9d7/ f ' CONTRACTOR t` L t ().� PHONE»q 7j- ADDRESS • ■ ZIP9p/ WA. ST. CONTRACTOR'S LICENSE # (? c,(%. l (i v„) , EXP. DATE a`rd ,z•- ARCHITECT • PHONE q, , r ( ADDRESS " ZIP I : HEREBY CERTIFY:;THAT I :HA. VE READ :AN,D EXAMINED THIS: APPL IC A TION A ND KNO :T HE S AM E TO BE: TRUE AND:'CORRECT AND I AM AUTHORIZED'TO >FOR;`LHIS PERMIT: SIGNATURE/ DATE BUILDING OR OWNER IC15 PRINT NAME / l , PHONE y 2 T �!JC AUTHORIZED r �1 �ir ' r . • l �' . l AGENT ADDRESS CITY/ZIP- CONTACT PERSON (y� \PHONE 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 wiil be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architectengineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED DATE APPLICATION EXPIRES iI I colas S -1( -'(e ,,) , SUEi MITTAL CHECKLIST ... . . ............„.,..,.... COMMERCIAL— , ....,:.,:,.:..::: . :.,:•;...:::,:.::.:::::::::::i::::::::::::,::i;'.:1,.:1:?.:::::::::...q.:::::::::::':::;::::;:1:,!::: cop,,i c m 6 E m n p c le ■4 te k: d ' i ' bu el ild A n N 9 T p .,:l e M 7 PR : : :.... VE i..‘ „ : ... , . : .... ,, ,... , , . : ..., : ...... ::: ..............E . : .. ;,:,... , : : : : : : : . ::,: ::!r,: ,. :;:.. .. ;.:. , ,.:.:. , , ., ,: ,.. , , s , ::::.:. .......... ,:::...,:., , i:.::::: NEW-COMMERCIALRUILDINGS/ADDITIONS .... .; . „ . ' . 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' pl a ns i ..::. ' ...,...., S ....:.. t .:„ : ... :: ........ .: .. ..... :...: :::: .....ii.:i.: : 1 Washington :.:::ii!::::,•:::..,i.::•:.,..:;!;.::::...,::::::.,-.:.:::.::::;.1!...:::::::::::;:..;;•:...:::::,:•::::::;::::,.....i:;::::;;;:.::.;:::::.,...::::,:i:...•;,:,;,.:.,...,:;:.........,.i..,,..;:...,..,...i.;:.....:::,,.....;;;;;:.;:.:...i.;„,i '.*.*::,;,,:.,,: . ,:,.i.::::,,::::.:•il:••:.•i:::::::',':,:::''•':..;:;:::.l:::''':•,'':::*:: :.!.!7.::.:f....,1.::::::.,::::::::::::,....:::..::::.......* — .: . Stat e .Ener g Y.Code .................................................................................................................... OEFt2OFP...•uildio0 :••L--....con;i:)letod ,b:0pq111!0:i)...,.........i.P!?':,::i!rr1ist 1 .i. 1r' ::, , j.'complpted..utility.peimit.eppl.1cetien..::::::::',.::::•:••i':::••.'•::::::':":••••••'1::..::......::....•'..,..•,...::::.:..•-•::::;;:..?': •:::•„: -- i.:. _ ,...E A .,,...,. Number ::: : ::: : : ::::' •. : * . : : : :: ,f .:•••:•::.: . :•••• , :::::i:::::::::•:::: : :::: : ::.':„...,..,•:,.... . ,;:;,„:.,:,:::::::,.:::::::.::::.;:::::;::::::;:::;:::.,;:,:.:::, .. 1S site . plans showing utilities ':';'..::::::':•;•;':.;:.'::':::::•'':::::::•.:•..:::::,.....:;.,•.„,.:,,,,.:::::::' [1:SiX•()).:.;.,....::, •.,:.:,:::::.,•, . , ;:::::•::•:.:..:.::..•:.•• -:•:•,•,••• N L OTE::. Building site plan submittal requirements :', :.:......:.:•.... ,...........,..,.....„:............,,. . .,:. .... lan'and.utilitysite• plan may: be 'combined: •••;•.:,:; .. m being installed teMPVpd, and i utility permit application and Shociciist"ipr,,,,,,,,,7,,, ...... ......:.: ... . Adciltion a 1 topographical soil in formatiorl °14 1? .......,.......,,....,...: ..„:‘,.: .:::::: :: . :,::::.,:: .::::: ' . -.. hical and sot . .......,.,„ .....„. ..... . ‘. g. unique NOTE A:.certificationletter:1 s:r...e U. i re ... d,prter1e . . : 11ael. :: .insp ection .,.....:. . and d. ..s 1gn 7 sr ......... s conditions ...: 9 i :•:' .:: off Of the permit! ,..... . _ .._. _. • C W ILA °' o � � ''' ., City of Tukwila John W. Rants, Mayor `••. gir. , Department of Public Works Ross A. Earnst, P. E., Director 908 NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: January 3, 1996 SUBJECT: Stensen Morris Short Plat 4412 S 150th St. Project No.: P96 -0001 Plan Check No.: B95 -0391 Activity No. PW95 -0363, PW96 -0001, PW96 -0002 Contact Person: Mr. Barry Becker Phone No.: (206) 246 -4883 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON January 3, 1996: PERMIT FEE PW95 -0363 Hauling 25.00 PW96 -0001 Curb Cut/Access 25.00 PW96 -0002 Storm Drain 25.00 Total $75.00 Two copies of the confirmed Utility Permit Application Form are attached for inclusion in the permit file. Also attached are copies of the Certificate of Insurance, Hauling Bond and the haul route map. If there are any questions that may arise, please advise Michael Villanueva at 433 -0179. JJS /mv Attachments a/s cf: City Clerk (w /copy of UPA, haul route map & originals of the Certificate of Insurance and Permit Bond) PW Utilities Inspector (w /copy of application/haul route map) Development File(w /copy of application/haul permit conditions) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 4313665 1 HAULING Permit No: PW95 -0.63 Issue Date: 01/0311996 Status: ISSUED Approval Letter: 01/03; 1995 ► Parcel No: 004200 -0075 Expires: 03,�03,� 1996 Site Address: 4412 150 ST I Location: 4412 S 150 ST • Start Time: Bond Number : CASH BOND • End Time: ' TENANT MORRIS EDNA I 4412 150 ;:.T TUI:,WILA !WA:'981; 3 •- I OWNER MORRIS EDNA k '",4 y7 "`..Phone, (206)243 -3'362 4414 C 150 ':,T,- 'fUKWI�L`A ^ WP, 90,12,8' . •- 4,; • I ENGINEER BRUCE MACVEI.GH, ;,: • . -: rl ., F ho :i ' 206,582.5305 5515 TEIL�AC'00M M / BLr '+' 'TACOMA, , 1, r ' ; ;± SW : }tilq' '9,8499 y � ,� ** CONTRACTOR ACE )N'S,I 1 1'.•T r., . y , ,r! (P- a :',':....,20;6.246.4333 ;E• CONTRACTOR r: �: IC1N :, , ;'r• t.6' � firP i one , 4446 :.', PL ` "TU WA :•983`1 8g .. r;• c e0 ; s i �,`',. CON TACT ':,TE'JEe,MULLE'1 `;';,; ,ii , ,,, •. Y, J t' �' , .. PI} ;'` '' 'OCi%`14 . 7 55 3 3?C13 J' 1'32MO. T' TLif'•.WILA W 14 �( y � ; , . 3` ,, . , % •k •k A k •k 'k •k A •k •k •k.:k ATA A •A •k •k •A •.k' :k •k k h• ii •k A •k •A .k ,A. .k.ek If k k A'A k •A A k k 4k •A• 'k 1• k!•k •4 A*k. 4 • i %� •A •A N ; ..k �. .A •k •k . k .A. A .k A. .k. Pl �if # C faeck. Fee. r, " , 1 , , t 10.1111: ~ ' a w �' . 4 � 4 ' I- `�!. I,r1 e u't •i n r e e . �'~a ,' 15..011 ,,r, � , ' /a ,` Other r Fee : - ,ii„,- 00 ; , 1 ,A b TOTAL 'FEE':, : ::, . ,.Y• ,; >>' 25.00 r: ::�M4 r CCy 4 A •k •k •k 'k •A'k •A •i4�•k;'A •A 4 'k, :k •A •A�'k •A •A •A •4 • 'k '4 •k;A. A-.A •A •k •A •A A' 'k r A k ,4 •k •k;h. A• A,'k:�A 4 'A k •A A 'A k *• 'k 4 •k •k �4. •4 k •A `k •A k 1 e')k`�•A •k k •k •k •k •k 'A• . {:.••,.. E• kr • The under �. fined here ap 'i i'e ,; to° pes;r;mi�r' ion i to.,pe► fear m ha:ti 1 i;nr� ,per,- - attached M in i3L'c or d ance wi th -_th:' to11 , 'e�;;i,ng "'c�i` if ridi`p'ri_. : ;, r; l y i i nine �n 1 q s. �� tg 1 Fla i , g e - COnir, =hW11 bes. fWA c:cov with" MUTCD fq( tr•aff•ic• control,,' ?:...•' r - '' ,_... : 2- Contr•a'btor•.:'sha11 ;5prov:,i•,de ,ce.r•t'if Ie ,I lagnien fa-r' t is cont r•o•I; fX'.) 'ct 7 :.weep ear• uthey wi ,:e e '' 1ea " ' n..s,tr^ ,et:. 'to tlte. `.i ti of `Pub'1ir W65 '� each night around •.haul1 route (no flushing 1.il1uwe'tl. >�.,'x i', s� f ` Notify - c, rt� ;pector• before 1'' 00 lio'0'— '- on;^'ti id v precOdiA9' 01e` 4 �. � �`ci i n.g ��n �� �YSN,ek;r•.rtd work . 4 , , :, I. 1 °� . x, � . r �� ; i, 5- Permit i.,:�;va1,i.rd ;between the weekday :,00, = and'fy3,: p� m. only. • 6- Clean and!'l'r emove 'lebr•::i: from city catch's ba�,in. i around haul ing - routes. F_ ' ,, ' r `� 7- Provide adbAUate t,,ernp,or'ar`v access a': not to iritLY'fer�eAw,th of flr' vehicle movement or'• au - tt ?u.ck� tn''•:.t %'avel over cur'bsv , ;` j "� . 3- Al 1 vehicles''mii,st make. completer 'top,, pr"ior"' to enter;i'ng pu t right -of -way. •A •A k Y e •k 'A k •k •k •k •k •k •k A •A '14 •k •k •k •4 A •k •k "k + t f e f'r •, , •t '4 •k k •A •k •k k'k k'y4 �;�A k •k A'. 1ri�'k 4 •A •k •k •A 'k •k •k' +k „A�•k�{i •k k •k •k k •k k •k 'h A k 'k •A A •A •k •k •A THE APPLICANT MUST NOT INSPECTCIR ``OF 'COMMENC•E1~1E,IV;T -'AND COMPLETION OF WORK, AT LEAST 24 HOURS IN `'ADVANCE " .A S ••.4:33 01..79. �;. Zt a °"� �. : ^ • -- - -✓ ..&d.,`i - •\. ,.., Crate / 3 r� ignature. # A A 'A •A •A A A •4 •.4 •k 'A •k •k •k •k •A• •k •k k 'k A 6 A •k •A k k •k A •k k k :4 A •A• •k A. k A ' 4 k k •k •k •A 4 •k •k 'A• •k 'k •k k k k •.4 ' ;4 le k 4 -k k •k 'k •k •k k •k k •4 •k •k k •A :4 •4 APPROVED FOR I''SUA CE BY: J S . • issued By: t I I I ' - ak d3. Authorized Permit Center 'Signature Date k'k k•A•4 4•kA•A k•k'k•A•k•k•k•k•k•k•k•A ' k k•k•k•k 4•k k .k•A k•kw•A•k•k••k k•A•k•A k k•k•A•k'A'k•kA'k k•k•kw•A•4 k•k•A:k k k•k•k•4 k•k'k•Ak•A•k•k•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 By: 1n±15 tor• ' :, 1, 3r.atu 'e O t e • . (i +': L!RE c:C'r. A.CCES': _ ,IDE „' (. ; Permit No: PW9( -0001 Issued: 0'1. 03 1996 Status: ISSUED Approval l Letter: 01,'03/1995 Project: 'I.TEP!SEN.'Mc:iRF :I'S S Expires: 07/01.'1996 Site Address: 4412 S 150 'ST Location: 4412 S 150 ST (FOR ALL 6 LOT':, of 'STENSEN MORRIS 'SHORT PLAT Parcel #: 004200 -0075 Watercourse: Wetlands: Slope. : 'Y Sewer”: VAL VUE 'Water: 125 :ontractor License No.: =NANT MORRIS EDNA .... Phone: (206)248-3362 4412 S 150 ST, TUi:.WILA';.. WA 981813 { 4NER MORRIS EDNP. ' hone: (206)248-33 4414 S 150 ST jUI WILA WA 98181' `1 +3IUEER BRU +: E MAG'JEI.lili PE . • Phone. (2016) 582 5805 5 r 5 STEILACOOM t , (. k -, �a `; t 9 ` .. rrl r �TEILP. OIPt BLV .:.W, PO BOX ; _,..06.. , .JA, 9c�4 . � • ':rNTRAC:TOR ACE C "ONSTRUCTION BEC EP Phone : (206) 246 -4883 4446 S PL, "TUK.WILA, : WA 98168 - ONTACT BPRRY.•:BCCKER'@ ACE CONSTRUCTION • . Phone:'' (2016)246 -48L' 4446 -'' •.'1'31`•PL, • TL WILA, WA.•,9616L' 4 •k •4• 'A k A •k 'k 'k k A •k 'k k •A •A' •k 'k 'k •k 'A A' 'k to A k 'k •k * k k k A 'A p 'k A• 4 A k A A `k''A •A 4 •k k A 'k A k •k k 4 •4 4 A•'k A A •k.•k 'k.4 .4 • k '4 A• k 4 •A 4 A Additional Permit/ Description: % cr iption: CONSTRUCT" PAVED FIRE` A+:.LE'. ;. ROAD ".WITH' HAMMER -HEAD TURN -A -ROUND REOUIRECr AS CO14DITIUN F+1R...: ,TENSEN MORRIS /SHORT PLAT 4294-0056' '" ' ;.. ,, THIS ACCESS'-ROAD WILL SERVE,ALL. LOTS UF• ',', - , STENSEN� MORRIS SHORT PLAT': '• ;.t; "4, E:; i s i nlg t quar•e Feet •'1 ry..... `'a ` 1 ' l Add'i'ti circa l ':aauar•e F { eet` ` ':? New '.Iquare..•,Feet: 4 r: '. ° ' In :pec`,tlon.'Fee 1,5.•001: •' ;,. . . Acct No 000/34�2 '400 P l a n 0 IterF:. Fee • 10 •00 Acct No ''0001.'34 5 830 TOTAL.. FEES• 25.00 . r King County V a� l'uat i.On . Value` of .Con. tract i on., .00 4 'k A' A• 'k •M •A 'k 'k 4 K 'k * •k'6 k 'K A• 'k •k •A •4 'k •A * :4 •k k * 'k k 'k k 'A' •A' A A• k k .A• 'k k 'A •k 'k A• 'A 'A •A k k 'A A •A •A * k A k k A A •k •A •k k 4 I hereby accept permit.: and agree to abide a11,.,appl icablr'. section:: of the City of Tukwila Municipal. Code. We agree that the City of Tut :.wUta :. s.hal1 he held harmless fo all ors•. :any claims arising as a• result.ot .,this ' :'pr�oiect. Permits, which haa "l ie:aps• the expiration date .hall r eq a re-application and reiss•uance of the permit through the City an additional , fee. THE APPLIC :ANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN., ADVANCE.. . TO...SCHEDULE . AN' INSPECTION CALL 433-0179. ._.. ,.... Signature. r J w �. Date: ..7 -ice 4 A •A 'A •A •k 'k 'A A .A •k 'k •4 4 •k •k •A •A 'k� 'k k •k A :4 A' 1k •k •p • k 'k k k A * A 4 •4 k •4 * 'A A •A k A 4 'k '4 '4 . k 'A 'A A 'A. •4 •k '4' 'A 'A 'A k •A '4 •4 k 'k '4 •k 'k •A k •k A k •k •A * k APPROVED FOR ISSUANCE BY: JJS I J. 9 ' 4 91.03.96 , Issued Bt T "�'�t Date: AuChor' i zec Permit Center Signature r . 4 .t •A •k A A 4 •A •k '4 k 'A •k '4 •A 'A •A •A• •k 'A •k •A• •k 'A' A •A 'A 'A A k A k •k •A •4 k A A A k • 4 k • A •A ' A A 4 A 4 • 4 AAA •A •A 'A 'A 'k A 4 •k •k 'A '4 '4 k k K A •4• A• '4 r.' 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 Da . if • • • . ( .. c. . CITY OF TU).WILA Address.: 4412 S 150 ST Permit No: PW'.:716 -0001 . Suite: Tenant: MORRIS EDNA 'Status: ISSUED Type: PW-CCAS , App I led: 01 x'02 / 1 5196 Parcel #: 004200 -0075 Issued: 01/0'3/1996 '4 :4 •k * 'k * •A 'k '4 * •4 'k * •k •k 'k 'k 'k '4 * 'k 'k 4 4 * * k 4 4 'A k * 4 k k A '4 •4 * A k 4 •k '4 '4 4 4 4 4 -4 k 4 * * •4' •4 '4'k k k •4 4 'k •4 •k k •A 4 •4 4 •4 4 •4 4• •4 Permit Conditions.: 1. Temporary erosion contr*.o1=7measlires _sha;l'1 implemented as the f i r*st o•der of buy i Hess" to prevent - i o n oft - s.ito or into existing' tor•m dr'ainauei, tai:i1if'1.es.:`, ":...- is $ ;;-,, .. . , .. . '..' C 4, t, ''. ; .,f,', .. '! , 6 : .' s.. f'i 4• •t . _ t , ia .l f t • f •t •, ''hlhiirP. d: i , . " ' P.; . ft 4.... ` ' `r � " ii Y) ,...- , .,} . 'fi '' t . k( r` r.., 't' 1(J �'. �,5 4•. ) 1{ /1 r fi t., t'S ♦.. .. -.. .y. !'. � $ 51, 't. Iti * I : f w " r .', ;"� } ' a i'' f 7 7 2: , 1 r , .:� 4i .. r _ *. � j '— ,,...• 1, ,� VI gt 1;'j ( ..h.� 9 .--- . ` Nw �� ,, 0. . 1wFhi4'Sir'f{ t'' i AAAA 115 j Nt• 7` (G Zw ,...•, ..�''. ;, ! �( 1 • . , l - �_ ` t '.— + t 4 1 ., t '' . ' } 11 ( I } � ti tS`4 �i. `1 d , N w � t .r..� mow 4" !' yy �T { G • k r"+ti (� t,....., ,e 1 ., " .2. ` `4'4: '' • ',` "r. , '•t3„ ! 4(1) 1 � S se .uh, ,, i r' j.' r a. cw b J '01/ tit { t t! v. '4 $ � I ' `�, ' ti c , F'\ px . ,. , r; , ) ieri. . 1.:C thi. . • ` • o X. . ^ 4 , . kt, d , 'J:'; J` ..GT.7 �� •Y '". . J . ,. t , q: . .., ...^'•f .'�' .: --r s,,. • SrOPM mtr PW96-6cc. Isq 01:03/3996 Status: ISSUED Appioal Letter: 01.'03/1996 Pfcject: STENSEN MORRIS S Exoires: 07/01/1996 te Address: 4 412 S 150 ST Location: 4412 S 150 S ( FOR 6 LOTS OF STENSEN MORRIS SHORT PLAT 1 Parcel 4: 004200-0075 Wato(course: Wetlands: Slopes: Sewer: VAL VUE Water: 125 Tonttactor License No. INPUT MORRIS EDNA Phone: (206)240-3362 4412 S 150 ST. TUKWILA, WA 93183 411ER MORRIS EDNA - _ - Phone: (206)243-3362 4414 S 150 ST, TUKWiLA WA 93103 • BRUCE S MACVEIGH, P.E. Phone.: (206)502-5005 5515 STEILACOOM BLVD SW, PO BOX 39069. TACOMA WA98499 .)NTRACTOR ACE CONSTRUCTION 'Phone: (206) 246-4883 4446 S.131 PL, TUKWILA,.WA98160 - • , TLICANT BARRY.:BE(KER @ ACE CONSTRUCTION Phone: (206)243-3362 4446 S 131 PL, TUKWILA, WA 90168, _ )NTACT BARRY BECKER @ ACE CONSTRUCTION Phone: (206)246-4803 h ** k Vkl(** Additional PermitDescrtption,::: CONSTRUCT STORM DRAINAGE SYSTEM FOR sSTENSEN MORRIS Existing Square .:Feet: - :":Additional Square Feet: New Square Feet . . InspeCt.lon Fee 15 00 Aoct No:',412/342,.400 Plan Chec Fee: ' - 10.00 Acct Nt: '000/345'.'830 TOTAL FEES: ' 25.00 T' . , County .Valuation: ' Value , of COnstruction: 00 , ..*N*44 A*4**4.****.4 ****A4k4 4444***kk.4**14-4**4i44.if*A*.4 4**k44144***44.0,44.4 k*.4 k414 I hereby accept this permit and agree ta, all 'apOlicable sOCtions of the City of Tukwi la Municipal Code. We agree that the City of Tukwilashall be 'held harmless for all or any claims arising as a result. of this project. Permits which have lapsed beyond the expiration date shall require a re-application and reissuance of the permit through the City at an fee. • . . THE APPLICANT MUST NOTIFY THE CM INSPECTOR OF COMMENCEMENT. AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 433-0179. Signature: ;Z5a, • Date:' 444**44****A****%** **** APPROVED FOR '.S 1Y: WS o3,.96 Issued By: Date: Authorized Permi . _.enter Signature 4 ***4-4.0 4 4-44.4***.41.4...A 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 • . . . . . . . . • . . . . • • . . . . . „ . . . . . . . ' • . . . . . . .. . . . . • . . • . • . : - • . . • . .. . . • . , . . . . • . . . „ . . • . . , , . . . . . • . . . . • , . „ . . . • .... .• „ : , . 4 , 4 ( • . CITY OF TUKWILA Address: 4412 5 150 ST Permit No: PW96-00C2 Suite: Tenant: MORRIS EDNA Status: ISSUED Type: PW -SD 'Applied: 01/02/1996 Parcel #: 004200-0075 Issued: 01/03/1996 *********4*4*.4******A44*kA*44.4*44***kk******k*****kk***4 Permit Conditions: 1. Temporary erosion controlmeasures...shallbe_implemented as the first order of,busA.,ness - to prevent - sedipeqtation off - site or into existing storm di ainage. faci1iti4Sr ..,, ,.,. . ...,,, . ... , . ,.. , • , , . . • , '''',. ' i . .4,• ... ' , . , "' - t I ." &',;.; 'i., ., , . , i, fr ‚ e. . ; ; ': • , . . ,,, . . . . , ° , . . ..., . ,. t. ' .' , . . , . •,..' . ' . . • \ , . , . .,. .. .„ . ,: .,.„ • .- e 7, 4 : ......, t''' , °,',.. 1, `; , ., 1.' ,,,: . . I - , • tA .• f , ,‘ t t . . c t `. ...; ,, t c,to.•:,..,-,, s s ..: ., , L.i - ., ..,'" — •-.. , I ; . r..., : .,,,, ,... t .: ," ,,--. e. ,-. ..- -.-..., '1. !;!..:. 4 '; :;• , e''..'-..-... ---,... `s ;"• 1 `;. ".. .`..r• 1 1 ,-,'" r,,. • tf t t 0.t \ ---?. i .:;.., t3k:".■ c,, .'e ...' , ' '..., •, -• )„ t,...I.......... - ,_„) ; ,ti IA. NI .011 l ir / ./ :. 44 4. 4, 4 or .'44.4, ■■•••'. f 1 4".! 111'4.74'4"•••••' ...',..'"\,,,,,...7"..-..'' -, .t.! ; .: •* ...- : - 1. I ,i ,, / f ' r ,.6 c'` / 4L,. . - ', ,, ::: '■. 4. • i 1 ,. 's ,,,... c" ,,,, - --- 1,, , ' ,, ,,"—;-...-"---,-.....,...„ , S: 1,' O. ... i'' "'v, 'L' 1 ,-,' ,,, ,,,•* 1 '...„.. ,....,..---',..„ (.. . \!flA 1: ):' ''f: ' ,I! i.' l .„•t, q 5 ), r'•• V ,,, t tr:"' 4. • I' k I , .V:e.4.■ 02,. 0 r ,.. • t '-,,', 4 !' /, -, ,, ,::-.ij - --P --- 4: 4 r .1...e '1.', • . C' 0 (,..”,..., 14' ,, ':'■'‘ 4 . 1 ''''-'' 't,I. C. &1' s+, 0 ' . l 0 , .., 0 tl. 1 4, 4.. C. O. (. I ''`, ..... `... , r,' , ,....:, p , ...:', .„, ....../ '1 ... „. •,... A f-..!. ',... !, ‘• ■;,'. t e : ., ,e . • - - -' . \.. • ..;:,. ••••:„. •'''T. – ' --: %:.':z,„:„:e...:4 - ::=:"...7...2%=.1 •,- , . . . . . . . . . • • . . • - . . . . . . . . . . . . ' • . . . , . . . NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 -- 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City • Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILIANUEVA, WHO CAN BE REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. • MEMORANDUM To: Laurie Anderson, Finance Department From: Mike Villanueva, Public Works Department • Date: August 15, 1996 Re: Refund to Steven M. Mullet Stensen Morris - Hauling Permit PW95 -0363 This memo serves as a written request for a refund in the amount of $2,000.00 (two - thousand dollars) to be paid to Mr. Steven M. Mullet. Mr. Steven M. Mullet paid the City $2,000 in lieu of a bond for a Hauling Permit(PW95 -0363) for the Stensen Morris Short Plat project located at 4412 S. 150th Street, The permit was issued on January 3, 1996 and work was completed and signed off by inspector Greg Villanueva. Please make a check payable to Mr. Steven M. Mullet in the amount of two - thousand dollars. Documentation is attached for your records. ' • ; i ' ' :.:''"' :' • '''.,-;i;`,.:' 7',' ',;.i.c,,f,ifi'.. '; •..-. ,-.,.,;',); ,. .t<P . .• ' "1-' ';'; "" 'I'. '''' ' ';'''ri''il x- 7 7 :7 777777777.77,7:77 . 7 7 . 7 . 1 - * , I t '' ,4 el- d, vs; .:.i ,,,,%,' ' - d i ,',•,, ' '''' I l ( . U PIA)0-03(0 • ...... , . , i) 5taKiA 'VYVVi 5 hiti1 pi2+ / tior/t II 1-1' I_ terra v , *200 ,e)e. • ..(//fe. 1 I 1 evi 'of - 4%-2-)000 - bry)j ... (IP b Lf bi 5 0067--S"3. . , ) AYalio n : . , W.sItyirl-1 V1v 1 ( ?-010S51 . , „ . • . . . ' . 02'111 "% 51 H, 1■4441(4 ' 1 . • . . . . .. . 000. .16 . 3 . . . -1c- .. 2 fe hi •• 2w 01.96 job' 514/vvvlet 6r ca-r.ii..pitAeor( • .. ., . . _,t....! . 4 Iv& re-imiekA ir!,.1 x . • .. : C■4 .. ,. . . , . . . ' - . . . • , - • 1:1 5uP v • ' ' ' ' •.• . , . • . . • '. , •• • ..• • '.:',:- •• -. -:. , . . . . • • - . . . . . . . . . .. . . . . . . . . . .. . . . . .- •• . - - c.. - . . . , . . . . . ... . . . . . . . . . . . . . . , . . . , . . . . . . . . . „. . . . . . . . . . . . • . . • - • • ,..„--„:..:,.:::•:,-t:.,_,...:..,...,,::,•,,,..,-,:.:..,-,.,:.::,-.,:,,.•,:.;:-.,..i..:,-),.:,...:.:.,-,;.!..,,,:::,,:,.:-:,..:1,-„,,,,..-.;;.:-....ii,,,,.•.:..,:,::,,.,.;:-.;.:;,;„,::.,..:.:,:ci.:,•.-:;.,,,•:,..t.,L:,,,:,:,;.f,.i,,,,::;,:,,,,•i;;;','i..,:::-.:„1,,,:.),,,,,k,..,:,:•,,„\,'.,:::::_:.,•!..,:-,=,.c..:„i;,-,,:w:,..i,..:-,:ii,:.::,•:;.,,,:•,, /h10rriSr� � -� {... • a.. N O � C y 0 6.41.,• „ 5 150_ 'at 1,(2 r*. C j - 518 �-, 11.'.... 3 /S t S r 'rT�u C IC S w 6.\ �t �l z c - �-hc' S a vne 0(44 r im+t_ 4.; t .) kem r�Q -Vux :,e -(.%) Luv,e 5 }av in Sr4+4\.e RECEIVED JAN - 21996 TUKWILA PUBLIC WORKS • . . . . , . • . ...,.. ..... . . . . : . ' ' ' - •-• • • '•'••' ' - •- '•'" '!".',..•...:',:'"::'• . :•::Y:::%•:•:••:...:::• .r iiisiii iskii ii.4kthi'ltij M:4101tIlh CERTIFI OF . .I NSU R AN CE ,....::..,::,,v ... .... ... , .,. . .....;.......:.,,,,,;;•;,;, :," ' '::::::i::::::;•;:.:;.•::.;:,;;;: 1/ 2/1996 . .... ..,.„.. PRODUCER ( rim cerinFic U ATE 18 ISSUED A , . MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE Insurance Services Group, Inc. DOES NOT AMEND, EXTEND Of ALTER THE COVERAGE AFFORDED BY THE 1155 North 130th Street, #400 POUCIES BELOW. .. .. . ., . 'Seattle, WA 98133 COMPANIES AFFORDING COVERAGE (206) 367-0555 FAX 368-7003 . . COMPANY Lermn A VALLEY INSURANCE COMPANY COMPANY B POURED LETTER ACE CONSTRUCTION & LANDSCAPING compAny r , ism %., INC. 4446 S. 131ST PLACE COMPANY r , '.. SEATTLE, WA 98168 COMPANY c LETTER " COVERAGES . •.: " • • :...:': • •••'.; , :: '' J ;:•': ::::.•li,:::::::.<:::::/i.:!..::::::!:':::::::i. i'::::••: . :' . ::; .;.:::::,:::::.•.''.;:. : . ::;:•:.; ':,' i .1:.:.,; :,!.. : . .. I . THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE F THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS cEnTIFIcAn MAY se ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THe POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAJMS. ; c0 . 1 Foucy OFFECTNE UCY ; ITN Of INSURANCE POLICY NUMBER PO OPIRATION Lan LT/1 ; DATE (HAMM) OAT! NW:4)NY) i 1 i A . 01041FIAL UMINJTV I I GENERAL AGGREGATE $ 1,000,000 ! , I. :. X COMMERCIAL GENERAL LIABILITY 41°3CPNleil . i i PRODOCTS-COmPlOP AGO. i 1 r 000 000 CLAIMS MADE X OCCUR, 06/25/95 : 06/ 25/ 961 P "' iNjURY $ 500,000 X , OWNER'S & CONTRACTORS PROT. EACH OCCURRENCE $ 500,000 . , ... . .. . . • • DAMAGE (Am ono Too) $ 50,000 . . . , . . . . ..... . .. ...: . . • . ' MED EXPENSE WY ono pow) $ 5 000 . . . . ' AUTOMOBILE UABIUTY . : COMIINEO 3INOLE ,•• ; 6 A. X ANY AUTO 4103CP001611 ' LIMIT 500,000 i . Q.t. OwNeo mos 06/25/95 06/25/96i 600ILY INJURY 6 SCHEDULED AUTOS . ; (s( P"") . • HIRED AUTOS ; . : BODILY INJURY S . ' NON•OWNED AUTOS , . ! (Per occident) GARAGE LIABILITY • .. . . I PROPERTY DAMAGE $ ■ . ; EXCESS LIAOLITY . I ! EACH OCCURRENCE S .... . . . . : . UMBRELLA FORM : . I AGGREGATE $ 1 OTHER THAN UMBRELLA FORM ■ . • I WORKER'S COMPENSATION . STATUTORY LIMITS ' ; ANO EACH ACCIDENT $ . • DISEASE • POLICY LIMIT s Esaptorrns. UMIILJTY . ; DISEASE • EACH EMPLOYEE 3 ' oritis • . . : . . . . i . . • • . . . RECEIVED • . • • . .., ., .. ......... :... ..... DESCRIPTION OP oPERATIONS/LOCATIONSPivocLEMPECIAL REINS JAN - 1996 ADDTIONAL INSURED: CITY OF TUKWILA TUKWILA PUBLIC WORKS ,---,— CER11P1CATE HOLDER . :.;;;;;. :..:, ..;„'.:; :: :.7.,:.::;::: tove0ATI4top:i'..:;:.'...:::.:.i ,... • SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL _3_0. DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLOER NAMED TO THF CITY OF TUKWILA ., I LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR (r: 6200 SOUTH CENTER BLVD :::',1 LIABILITY OF ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. .... ! ri, AMOK= C: RIPRIEMOTATTVE , TUKWILA WA 98188 ,,, :it 4 10 4 . ° 1 ) i tt 4 3 , . t . , . . . • . . .. . .. . • . . . • . ACORD• 25-S ' (T/90) ' : ' • • '' . .• ; •: • • '.''• :•:. • •:: •• :: : •-- ••:-,.,::•:•.: :: ': :.., : :.•::': ' ..-:':' ' i ,: .:.!-` ;' • ;;;. :, :;:•.: : •-•:'.:..: ::: '" "•••- OACORD. 'CORPORATION 1900 ...... ... • �! ; . w ' City of Tub vita Appll; • o ' �`� ''yam , Central Permit System - Engineering Division l • wi o ; 6300 Southcenter Blvd. Suite #100 Tukwila WA 98188 Phone: (206) 433 -0179 ' ' • r,; po q6 -oco► 19o — UTILITY PERMIT APPLICATION Pw96 -000�, • U S- 0363 PROJECT Site Address: yy /,-,/, 6 /5---e : s r- . INFORMATION Name of Project: M - 5 c,✓ 5r- t j /� 7` Property Owner: . Phone No.: Street Address: yy. c, 9 4130) � /S -KJ %- sr. City /State /Zip: En. ineer: r c - /?I 1 Phone No.: .2.0 , - _ - .S - kO.S Street Address: � S " - - ^ f - , • 4¢ , 0 , K l � - . ,5' City /State/Zip: 7 c ' ', ,f• l0/4' . Contractor: A. e.. Cv,.. 7irid-7 ,..s Phone No.: y6, -• yy 3' Fr ' _ Street Address: 4'5/S/W S, /..?/5.7. ,; 3 City /State /Zip: 72,/c %, .r j ;. Yiif King Cty Assessor Acct #: - Contractor's License #: CO / G. /32 iti1P Exp. Date: -z7-6 PERMITS.;:; : ; ❑ Channelization /Striping /Signing ❑Sewer Main Extension CI Private ❑ Public REQUESTED:: Curb Cut/Access/Sidewalk LW W Storm Drainage ❑ Fire Loop /Hydr. (main to vault) - No.: — Sizes: ❑ Street Use F' W a6- 0001 ❑ Flood Zone Control ❑ Water Main Extension El Private ❑ Public F W bi G- 0 002 2'Hauling ❑ Water Meter / Exempt: - No.: , Sizes: PIA) ��- 03G ❑ Land Altering cubic yards Deduct ❑ Water Only ❑ 03 q �" V3+ ❑ Landscape Irrigation ❑ Water Meter / Permanent - No.: _ Sizes i J Q Q ❑ Moving an Oversized Load ❑ Water Meter/ Temporary:- No.: __ Sizes: Est. start/end times: Estimated quantity: Date: Schedule: ❑ Sanitary Side Sewer - No.: ❑ Other: WATER;' METER.::; Name: Phone No.: • DEPOSIT/ • :` ::. ::< >< : REFUND /BILLING Street Address: City /State /Zip: MONTHLY Name: Phone No.: :SERVICE . RECEIVED BILLINGS TO: Street Address: City /State /Zip: 2 ip ❑ Water ❑ Sewer ❑ Metro `❑ Standby JAN Oit )916—.— DESCRIPTION OF;PROJECT' . Li( Single - Family Residential ❑ Multiple - Family Dwelling ❑ Hotel • ❑ Duplex ❑ Apartments ❑ Other: PUBLIC WORKS No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums ❑ CommerciaVIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ School /College /University ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: • MISCELLANEOUS ❑ New Building ❑ Remodel/ Square footage of original building space: • INFORMATION ` Square Addition Footage: Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of work to be done: $ 1 HEREBY CERTIFY THAT !HAVE READ:; THIS APPLICATION AND:: KNOW: THE:: SAME:. TO `BE<TRUE AND::CORRECT A pplicant /Authorized ,.. ,,, 7 - Contact Person Agent Signature: ,1Print namel: Print Name: J3 � � --e/r___ Ad dress: Date: /- 2 - '3 Phone: ,;2, ?t, - 5. v-s- 3 Phone: Date Application Accepted: Date Application Expires: 04/22/92 Cit o f Tukwila y • �;'� � � 1 ohn W. Rants, Mayor tD f : f . ' . Department of Public Works Ross A. Earnst, P. E., Director I. 1908 - NOTIFICATION OF UTILITY PERMIT ACTION TO: PERMIT CENTER FROM: PUBLIC WORKS ENGINEERING DATE: December 18, 1995 SUBJECT: Morris New Residence 4412 S. 150th St. Project No.: P93 -0089 Plan Check No.: B95 -0391 Activity Nos. PW95 -0360, 0361, 0362 and 0363 Contact Person: Mrs. Edna Morris Phone No.: (206) 248 -3362 THE FOLLOWING PUBLIC WORKS PERMITS HAVE BEEN APPROVED FOR ISSUANCE IN ACCORDANCE WITH THE PLANS APPROVED ON December 18, 1995: PERMIT FEE PW95 -0360 Access 25.00 PW95 -0361 Land Altering 156.00 PW95 -0362 Storm Drainage 25.00 TOTAL: $206.00 THE FOLLOWING PUBLIC WORKS PERMIT CANNOT BE APPROVED UNTIL ADDITIONAL INFORMATION HAS BEEN RECEIVED FROM THE APPLICANT AND REVIEWED. This information consists of a copy of a Certificate of Insurance with a minimum coverage of $1,000,000 naming the City of Tukwila as additional insured and a $2,000 bond along with 5 copies of the haul route map. PW95 -0363 Hauling $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 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) 431-3665 • • • ?W CURB i:LT:ACCESS/SIDEW( Permit No: Pw95-0360 issued: 12;28/1995 Status: ISSUED App. oval Lette 12118/1995 PI•oject: MOPPIS NEW SFR EYpies: 06...25'1996 Site Address: 44)2 S 150 ST Location: 4412 S 150 1:,T Parcel #: 004200-0075 Watercourse: Wetlands: Slopes: Y Sewer: VAL JUE Wate: 125 . ..,ontractor License No,: ENANT MORRIS EDNA 4412 S 150 ST. TUKWILA-WA .98188— 4NER MORRIS EDNA - L206)248-3362 4424 S 150 ST.TOKWILA WA 98138 '413INEER BRUCE MACVEIGH.'P E. , Phone: 206.582.5005 5515 STEILA'COOM L SW ,•• TACOMA , -WA 98.499 .)NTRACTOP, STEVE MULLET ' Phone: 206.244 . , . 3303 TUKWILA ;•WA' . 98188 . )NTPCT STEVEiMULLET - Phone: , 206A44.7553 3303:S 132ND AV: TUKWILA WA .98188 Additional PerMit 'Description• CONSTRUCTIACCESS DRIVEWAY FOR NEW RESIDENCE Existing Square Feet: --Additional Squate Feet: New StItare. Feet . Inpectlon Fee ' , Acct No: '060134' Plan Check Fee:: ' 30 00 Acct N0:00.0345830 TOTAL FEES.: 1 King County'Naluation:: Vlu of • uc t i on .00 44 ****** . A***** 14 *****%A* . k*kk*A 4 *A .0 .** 4 ** 1 . 4 ; 40 . ,, ** 44 k ,4 * . 4 4 **c 4 .*A 4 ' 4 **IA''"' I hereby accept'v•thi„s pr mit and agree to ablde,all_apOicablersations• of the City of Tuktiffla MOYPtiOal Code. We agree'tOdt the Cl of TO,w1la s1:1'all he held harmle.A or"any claims arisng as'a i'esOlt of thiSAprpTect. Permits whicfi lapsed , beyond the exOlritjon'date' require, re-applicationand rej.s..suanc,e of the permit t.hro uglY:the City at ar:Iadditional fee. THE APPLICANT MUST-NOTIFY THE CITILINSPECTOR'''OF COMMENCEMENTAND COMPLETION OF WORK AT LEAST 24'...HOURS IN ADVANCE, TO SCHEDULE AN INSPECTION CALL _,,.• 433-0175.. • Si9nature:;1 4 1 t * * * * * * * * *4 * * * * * * * * 4 * * * 4 lc 4, 4 APPROVED FOR ISSUANCE BY: JJS Issued By: 44114/14/e Date: Authorized Permit Center Signature .******.-.4********4,4*****4***A*1...*******A1,4***144*41,1,1****444k**.***4*%*1...**. I hereby certify tha 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 • • • • CITY OF TU:WILA Addr e'..• : 4412 S 150 ST Permit No: P r95 -0 € e Suite: Tenant: MOF'PIS EDNP. Status: !?.'SUED Type: P4:' -CCAS App ied: 11 /28/1995 Parcel #: 004200 -0075 Issued: 12/28/1995 'A 'A A' 'A *'A "A' '4 'A 'i• 'k M 'A 'M M •+' A •A A A •A A• k 'k 'A w ' i M k ' k 'A k 'A 'A 'k 'k 'A 'A N 'A k M 'A k k k M 'A 'A •k ' A 'A• M 'A •A 'A A 'A• ,A 'A ' A 'A M ' A •A k "i 4 'M AAA A 'A + Permit Conditions: 1.. Driveways shall be paved -.tor a *min"imum distance of 2C' from the edge of e, i_tin'g "•t=a,ad.-pairement. - �> >�' '. r S:. fir:+ ''.. 4' { 4 f,fx . i 4 ! • JI ,. .. ... � r 4 ^, .. � t4 e"' el' lti \ /; _i. ; C, . t. ,. ,. .. r . 1,• 1 f�. . t . t j ; „ . • LAND ALTEPINIZ Permit No: PW95-0361 Issued: 12/28/1995 Status: ISSUED Approval Lett e:-: 12/18/1995 Project! MORRIS NEW SFR re : 06/25/1996 Address: 4412 S 150 ST Location: 4412 S 150 ST Parcel #: 004200-0075 Wetlands: Watercourse: Slopes: Y Contractor: STEVE MULLET License Nc,: TENANT MORRIS EDNA „ • . _ 4412 S 150 ST-,',--TU.KWILA WA 913 OWNER MORRIS EDNA•.• - (206)248-3362 4414 S .150:,'.ST, TUKWILA W, 93180 •., . . ENGINEEP. BP.LICE:MACVEI,G1-1 , Phone: 206.532.5805 5515 'sTEILAropm et TAco11,4 WA 93499 '•,•• CONTRAC E TOR STEVMULLET:' Phone': •206.244.7553 3.303'S(132NDHST,.-JOKWILA;WA 98133 CONTACT STEVE :MULLET :,,.Fe : 206.244.7553 , 303 S 132ND 'ST. TUKWILA WA :98188 44•44A*4**AA.**4**4#.4*44***...*4****4*„444-Ak44kii.,(44-4,441:**,4-44k44.44 Additional ,Desciption: • • • LAND'ALTERING FOR CONSTRUCTION'OF.VEW RESIDENCE • Grading/F ( Yards )-;Cut 1600 F Total 1600 • ; 1'ei fl G : Fee: 00 P cCuLrrt Nu 0 0 0 / 3 22. Plan Checfee: - ::..ActUnt No 000/345.330*; N. 000/380 , . . To ta 1 156.00, Ji I u : .00 ,„ • • .• I hereby certify 'that -J have read and examihedthis per and4noW:the same to be trueand co'rr'eci. All provisionsVof,,law 'and'brain,ances,f this or will be: +With, whethei' speeified girt ing of this permit does not presume to give author,ityto violate or cancel/the provisions of any other state or local _laws 'regulating oonstruetjOn or the performance of or authorized to sign for aril obtain thje/Land Altering permit'pThis'*ermit She)? become null ad voidtheworK is not commenced within180 days from the`date-of% thewOrk is suspended or abandoned for a period of 180 da.ys from the last:inspection. THE APPLICANT MUST NOTIFY THE CITY INSPECTOR 'OF COMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURSIN": 433-0179. Signature: , - ******************* 6 k*A APPROVED FOR IS'',UACE: J,.15 18.sr Issued By: d404. URNP/M- Date: Authorized Permit. Center Signature A I hereby certify that the permit holder whose name and address appears on this record has satisfactorily met the standavds and conditions for this project approved herein. Final Inspection Approved By: Date: Inspector Signature . . , . . . . .. . . . . . •• . . . . . . . , . . . , .. . . . . . .. . . . . . , . . . • . . . . . . . . , . • . , . . . , . . . . • . . . • . . . , , . , . . .. . . . „ . . ,. . , . . „ . , . . . . . ' . • . .• . , • . . , . . . . .. ' , : • , . . . . . • . . . . ' . . • . . . - . „ _ . .. . . . . . „ . . . . . , . . . ... . ' ' . ... . , • . .,. ( ' cs k. . CIT .)F TUKWILA . AdoFess.: 4412 S lso sr rezmtt NI:: PW95-0 uite: Tenant: MORRIS EDNA Status: ISSUED ,Type:. PW -LA Applied: 11/23/1995 Parcel 4: 604200-00 Issued: 32. 41,*44*,4-1.4.4.,*****4,4,44.-.4,A*1..AkA.444-0,-4,44A*1A-4,44-4A4k*.*4***A*k***&44.8-,, Permit Conditions: . _ 1, Temporary e(“osion control meaSures shall:be,implemented as ...... the first order of busi,ness-t0 _ . prevent - sedi.Mentation off - site or into existing 'storm drainage. facilitJes„'.: 2. The site shall:have permanent erosion control MeASUres in place a soon,as'possible 'after : final grading has 'been completed and .OriOrito the Final InspectiOn. ' . '''‘,.•:,, 3. Hauling oyer.'50,,cy•shall ),equire'appTication• for:a Haul • ,• — ,„:... .,•,, ,, Permit pr'tor to'any' activitAL, :., :, ,.. -.• , , , ,:.„2,,. 4, APPLICANT:SHALL OBTAIN' SANITARY:SEWER PERMIT' FROM '.. .. VALVUE 'SEWER DISTRICT (V(206) 242-3236 AND WATER '-'...:' CONNECTIOWPERMIT FROM WD 2' @ (.206) 242-9547. " ' ''' '::'• „ • , ..‘ ,. _ .. . . . . . ' . • • ,-. - _ .. , . . . ... . _ . . . . . . . . , . , . . . . . . . . . _ . . . _ . . • . . • _ , . . , . , , • . . , . „ ,, _ !!„,.•,,, ', . • , .. . _ •:- . . . . . . . . ,.• •, ... .„. . . • . . • . , . . . • . , . ... . , . . „ . . •-• , . .. . , . . , . • . .. .. . . „ ' ,• , .. • , . • . . . , . . , . , . .• • . . • . , . . , . . - . . ... . , . , • , ' . • . . .... . , . . . . .. - , „ . . . , . . , • , • . '. . , . „ . . , . . . .• . . . • . • , •, • . ... . . • • , . . . , . . . - • • • _ . •.: : , • . - . . . . . . „ „ . . • „ . • • , . . . . „ ' . . , . . .• , . . . . . . . . „ , . • . . , „ . . , . . .. . • • ', • ( STORM r R:! N r E (.. Pe, °mit No: PW95 -0362 issued 1"): Status: I':,SL'ED Approve! Letter: 12.'133/1995 Pr crjt. t: MORRIS NEW . FP. E es: 06.25'1996 Site Address: 4412 S 150 'ST Location: 4412 S 150 ST Parcel #: 004200 -0075 Watercourse; Wetland_.: Slope:: Y Sewer: VAL VUE Water: 125 :.contractor License No.: ENANT MORRIS EDNr +. 4412 S 150 ST, TUI : :.WILA:•WA• '91?i 33 -• Y:'NER MORRIS EDNA ... ---•:•-• ,, ;Phone. (206) 248- 3:362 4414 S 350 T.. ' TL U WILA WP 93188 `dr,INEER BRUCE MAC'JEhGH Phnnet, ?0 . cC2. Sr 05 5515 S LPL SW,' TACOMA'•'WP. 93,499 ;•. )NTRACTOR STEVE MULLET(' _ Phone : 2 244.755'3 ' , 3303 'S, 1.3.2ND;.AVE, TUKWILA WA. '93183;. % :(_ i:, )INTACT STEVE : MULLET '-' '• Phone • ' 206':• �'`44 . 75 3 3303 S' 132•ND ST, TUk :.WILA WA %931«.0 ,. " 4 l A 4 A 'k AA 'k •A k 4 A k ii• •A ''A .* ; 4 - A k 'k 'A 'A 'i •• A 4 ( •4• A •A' 4 A• A. 'A ;k A 4 k• A A - k •k 'A- 'M* 4 •k •A 4 'A• 4 'A -A 'A A• A A. 'A 'A A.* A •• 'A 'A' %, 4 .4 4 4 4 •A A - 4 '4 A •4 Additional Per.nrit `Cies.cr iptiorti: STORM DRAINAGE :SYSTEM FOR;. -.NEW RESIDENCE ;c Et':is.ting .q.uare,.Fert'. „Additional :,qu; r New quaei�Fe' -a. ' ''' " ,,. ..• .. : ;{,. 4, 4. " rt; ; �\, In:.pec, Fee. 15.'00' •,' . - Acct tvo. °41 .42.''400 Plan Che'ck Fee;: - , 10.00 + >, - Acct No ';'.000345':! : TOTAL FE,E.S� . ,......25'..06 ; x , ;'_: i .iriy County—Valuation: ,.. 'Value'- of-"Cori :trurtioti: the .00 A 44******* .. •A .4 •k 4 'k 'k''4 'Af .A. .k 'k '4 k 4 4 A• •A 4 4:* A 4 . 4 •4 4..A .A 4 'A * �r A' 'k •4' - A' 'k k A -4 - k : I. 4 "k '44 '44 4 •'k A A. '44 :4• k :•A A k. l •4 A A A 4 'A 'A '4 I hereby accepts „thi permit agree to �, 4•r • � and ��Lii►.ie a..l..lap :Iic•al;'1e � c tioY�', �t' City of Tuki0 a Municipal Code. We agree that the l..tv o#' Tuk.wi�nla sh be held harmless` 'foLall or claims aris,iriy a ; :.,.0 i'' =u.l t of t p t ;j' e. I a`i ,� ret`t Permits which, lapsed beyond the e?pira'tion'•date r'•equirel'a e -appl ication ' and '°e'i .'•ut; of the permit th ough7'the City. rr "'a!iditional •fee. { f r THE APPLICANT MUST THE r:"IT'i INSPEC.TOR 'r'F COI+1MENCEMENT; I')D COMPLETION OF WORD, AT LEAST 24 HOURS IN ADVANCE. TO SCHEDULE AN INSPECTION CALL 43.3 - 0179. ) S' ignatur 1 •n-� / » » . /rate. - /c 4' A' 4 '4 A, A '4 44 A A •A' •k 4 A 'k k A •A- •k 'A . A . .4 'A •k -A •A 'k 'k - k •A 74 •A •k '4 A .li. ' 4 k • h . • . *, k 'k,-k •A 'k' A k''k ::4, •k k•*.' :k.•k . 4 k 'A' • A• * . k ' 4 - 4 A APPROVED Ft1R I'SSUANLC BY: JJS ,•,- • .•,�.- • Issued By: 1,14( I , \h' � 2 2fR •� 5� Crate ' Authorized P erm'i t Center Signature 4 , 'A '4 A A• k •A •k A 'A 4 •k •A 'A w '4 A- .k A A 4 4 A *• A 'k 'A A' * * * * 4 *• •k k '4 •k k A 4 •4 k -A' A' A 'A• 4 4' .k k -4 k -A •k 'A k •4 •A' k k k 4 k 4 •k 'k A 'k A •A •k 4 •k •k .4 'A I hereby certify that the permit holder whose name and address appear:, on • t h i s record has satisfactorily met the standards and conditions for the ” pt jee :t approved herein. Final Inspection Approved: _ _ ^__ , Inspector 'Si9nature Date • . . . . • . • . . . . . . . • • • . . , . • . , .. . , . . „ . . . . . , ' • . . „ . . . . . • . . . . , . . . . " . „ . . . . . . . , • " . . ., . . • . . . . • . . , . . . . • . , , : . . . . . • . ,• . . • • . , . . . . . . .. . ' . . . . • " • • • , . ' . ... . . . . . . . . . • . . . , " '" • , . • , . . . . . . . , . . , . , . . . . . . • . . . .. .. . . . „ . . . . , . . , • „ . • , . . , . . . . . . . . . . . . . . . . • . „ .• ... • ( i ... , CITY OF TUKWILA Address: 4412 S 150 ST Permit No: PW95 -G362 Suite: Tenant: MORRIS EDNA Status: ISSUED Type: PV -SD Applied: 11/28/1995 Parcel #: 004200-007 5 Issued: 12/28/1995 ***k1,4**.A*******4p**kk********k**********4A4p*A-kk4*kk4**4/4-4+0,**4p*Ak*k*AA Permit Conditions: . 1 1. Temporary erosion control'...7..meaSUresfyallbe implemented 'as the first order of buil.,64sstO off-• . 'I site or into existing--storm drainage facilitieSj7- .,, ••,....,,,, \,:.,,, I 2 The site shall control )ieasures in 1 place as soon after:A:1'nel. grading has been completed anpriqrto,the Final Inspection.;„;. '„J., ,,,,,,-,,4 0.....1.rttl'i .".;... ‘4 •■,,, i., A. ( , :'•• ' '. C ... - .,'„. •..,..-,':%,, 1 ...x. , r! ,,, .., Ili t‘ -i.,..: (..• - ,.•; i . , . 1, .., / ., i... t, f, ■ : ,Z, • . i. ,,, I f'," i :• .,-: C. *4 'i: ,,7,,,,!:" \\4 /0,''', ( 4 r r ', .ro • ' ' '' ,7r' • \ \.,....: ' i ? . I. ',"...,,,,,.;" '` ''', 1 • X.. .-. v ''. (". • ,,, ..r,r. : , --.t. ,,,,., 4.- e .1.1- V.e.:A h 's.e; , . , : lf , ,... .„ • e . ,•,' *. ,e,.. A ); . '' ''',` , ,,- , ...s• '''' ., •••• . .. i .f'' 7;7., , {+, . ,.. 'i , ,I, . .:,,i ...,a, . 7, „. S t .,,,V,i• t, ii tfrki . ..,,,,,, v ••. 41, ‘ iT II,. '.:, ,..',........'........ 1 4, i.,,,,i' ,„ir;,,..'n• ,..,''A. i ,,i ... h'ir ; , ("7 ' • ''''' ' : ) . 1 1 , '.;!' f i - - • , '''', 4" t T • e,• ''' ,..e.'' - ',„. '; ilci ‘ 1 ,i '-;. : ; "i" e'r" I. G..• '';, l'..„..f• '',:, : ; • (..,.. „:,.,:.;:fg s' :. 't ..,i.. ,A0 , r .,, ,,. 4 r'''' k •• •: ':". • '•• ., . . , ,,,, - . • . , .. . . • , .. . . . . , . . . . . . , . . . , . .,... ., . • ,' . ' . . ".. ,... ' . , . , .• , ' . . „. .. . . • . -••,-;, i h. ;•,, • , , • . ." •" • • ' • . , . , . , ' • . . . . ' ....--''.' • • ;, : • , , ,,,,. , • . ,-'.... • .. , e," 4 . .„ -- - • .; ,, %;-..,••• '.'''',-• . ' L' !-, . -.,..:.., e• . . . • • , : . . . . • ,. ,..., r• ' '., . . . . . . ,. - ' ... • ' • • . , • , . . -. • .• • . ..... „ • . . . , . . . . - . . ; . . . , ..: . . . . . . , . . • . , . „ • . . . . • . . . . . . . . . ..: . . , • . • : • . . „ .• . . • - • „ . • . „ ' . . . . . . . . . . .. . . , . . . . . . . . .. , . . . . • . . . • . " . . — " - • . . . , . • . . . • • • • • • ( C: • • NOTIFICATION TO RECIPIENTS OF PUBLIC WORKS UTILITY PERMITS All Public Works utility permits have a standard requirement listed 1 on the first sheet: "THE APPLICANT MUST NOTIFY THE CITY INSPECTOR OF COMMENCEMENT AND COMPLETION OF WORK AT LEAST 24 HOURS IN ADVANCE. FOR AN INSPECTION CALL 433 - 0179." This is being emphasized and brought to your attention due to an increasing number of developments where this action is not occurring. In some cases, construction has not been completed in accordance with permit conditions and City standards. In situations where required notification has not been given to the City Inspector, the developer is proceeding at his own risk and may be required to remove and replace nonconforming construction. You are urged to review each permit and set of approved plans thoroughly and comply with any conditions or requirements stipulated. For clarification, the City Inspector referred to above is the PUBLIC WORKS UTILITIES INSPECTOR, GREG VILLANUEVA, WHO CAN BE • REACHED AT THE 433 -0179 NUMBER. Your cooperation in this matter is required and appreciated. 0.'E. • • • • • 6.: , . , .... .. , . ( Ctai• ADOirtat-.1 AM' TiZACTS VOL (2490 trkAcr 7 .------- 7,2103.-7t lc( S\4 4 N de L ct4 -o S't no itf415 ) ''.4.4.,3A IA H - 004200 -001500 N. STntt: FIti IN 44.tii _ Arta, it. 4441 grqw0d. tt CIOStr 40 F'1 4) * It. •e.Nie,( ee l- DOW:I; * (rcky,„,a ao ,, . • , 126 . I -0 . ■ 2 b ' ../ I I N 8B II" ■N 128.63 ........ r 2G ' 14---- - — — .%1 S I Vo : S4 RECEIVED ARPROVED PER PUBLIC WORKS CITY OF TUKWILA , ' COI i NOV 1 6 1995 , .LETTER DATED Pinyi s 0360 03 ‘i yl 6a. PERMIT CENTER t." m ...., ,...,-.•t/ 1 1 ...... - - . i __ _ �J w!. : , City of Tuk, ila Applic1( • # pcc3 Coq . 1 ' ,► �`\ -� Central Permit System — Engineering Division s � I9 ' 6300 Southcenter Blvd., Suite #100, Tukwila, WA 98188 Phone: (206) 433.0179 . ��� Jam; ._.. 1018 -- UTILITY PERMIT APPLICATION e.....0 c?s--Q1L 30 / 36 2- PROJ < ` < Site Address: MIS ; l50 L `..INFOF�MATION ' �stdcwc.c. : ..... � ........ ..... Name of Pro Oct : Y vy� Pro•ert Owner: 4.A , L/ 0 S Phone No.: c� e 3 —' Street Address: 2 / p (31) . Cit /State/Zi•: /,l A / . . Si Engineer: , • •..}Pn+hc�, Phone No.: Street Address: City /State/Zip: Contractor: — ye, VYI IIe-1- Phone No.: 244 `iS iti44-3 Street Address: 3303 Co 1'3 Z.- City /State/Zip: "ru King Cty Assessor Acct #: j • 200 .tri &00 Contractor's License #: I :WOG*. 16 g3 Exp. Date: 12. 74 CIS' !PEFRMITS`< ><" ❑ Channelization /Striping /Signing ❑ Sewer Main Extension ❑ Private ❑ Public >:REQUESTED `I Curb Cut/Access /Sidewalk , Storm Drainage ' " °<:: >,;:: :::" ``' ❑ Fire Loop /Hydr. (main to vault) — No.: Sizes: ❑ Street Use piogs- 036t ❑ Flood Zone Control ❑ Water Main Extension ❑Private ❑ Public • pW 'O Cc 0 Hauling ❑ Water Meter/ Exempt: — No.: Sizes: Phi qS- 6 2 .� Land Altering • 1600 cubic yards cirv+ 4.ru„... Deduct ❑ Water Only ❑ /2 / /dr9V ❑ Landscape Irrigation v.io lc_ tAN,1sca Water Meter/ Permanent — No.: __ Sizes' ❑ Moving an Oversized Load ,.� 0 Water Meter/ Temporary:— No.:.__ Sizes: Est. start/end times: I�oilci- CNS', Estimated quantity: Date: Kes- cat:,,•,. f Schedule: • ❑ Sanitary Side Sewer — No.: ❑ Other: W41ERMETER;;`> Name: Phone No.: DEPOSIT/ :<•R UND /SILLIN.G .. Street Address: City / State/Zip: ; AP.N.TH:ICY;;;;::;::gin Name: Phone No.: 'SERVICE BILLiNGS >; O i:: :: >z'.; Street Address: City / State/Zip: ❑ Water ❑ Sewer ❑ Metro ❑ Standby DESCR.IPTION`'OF ii il PROJECT ` � .Single- Family Residential . El Multiple - Family Dwelling ❑ Hotel ❑ Duplex ❑ Apartments ❑ Other: No. of Units: ❑ Motel ❑ Triplex ❑ Condominiums El CommerciaVIndustrial ❑ Office ❑ Warehouse ❑ Church ❑ SchooVCollege /University • ❑ Retail ❑ Manufacturing ❑ Hospital ❑ Other: .::, : >::;:.;;< •> w ,.,•: <::<.;::, :.::«` New Buildin ❑ Remodel/ S MISCELLANEOU.S`> quare footage of original building space: INFO9.0.1A11Pt.4 > g Square Addition . Footage: • Square footage of additional building space: King County Assessor's valuation of existing structures: $ Valuation of Work to ,be done: $ YCERTIFYTHAT IHAVE >'READ THIS;: APPLICATION AND KNOW THE SAME TO BE �TR.U:.E AND CORRECT Applicant /Authorizedl' Contact Person Agent Signature: �C u S1 ' › Zti.e_ S print name): S' 6e , M0 (IC:`1 Print Name: cc (4 a. ,/ ,.. •iS dress: • Date: 1 / / e, Phone :(9. fv,�� 2 ��� Phone: 3$ 3 Date App cation Accepted: . 1 I / (Q 4 ,r o 9ate Application Expires: G3 _/ / 0 —q 0 TUKW I LA 04/22/92 PUBLIC WORKS • t GENERA : 25.00 GENERA 25.00 *tlA* * *A *•kt\*t4 *tl• .A>4k4A-;* hit* tit. 0.***• A*• Ak, 1*+ t*; 1 A• hkA *A *A *•A *.A•kit•Ati *k•kAitktt TOTAL 50 +00 tea, CITY OF TUKWILA. WA TRANSMIT. CHECK 50.00 k ik it i41.-Aivit A.•0 A a * ;+. k * i 0, 10. * * * 0 k le it i,• fi •k •k k it k * * A i< + iv it iN* 4 .1t A * A * A * -A •k * tl icA it A is it 4r it CHANGE 0.00 TRANSMIT Number: 9600344'4 Amount: M 4�I `t I !,y 25 00 Q1 /03 ('�'1/�/ (y{ /�I� F: 4� �1 1355A00 0 11:33 Pavm'arit Method: CHECK Notation: ACE CONS fR�.ICTION In it: E Pe „ mit; Na: Pig16-00Q1 Type': 'PW »CCAS CURES CUT /ACCESS /SIDE Parcel No: 004200.0075 `�ito Address: 4412 $ 150 ST. Location: 4412 "a 150- ST (FOR ALL 6 LOTS OF SIENSEN M0UI I Total tees: 25.01) This Payment 25.1)0 Total ALL Pmts: 25.00 t3atl atric•e: .00 *•A kh 14• 14** *fift *Air•A *A * **..1:!r * *• AirAhA. k *,1 *A•h.A* *•A * *A••A **ttrh kk Account Code Description S Amount 000/345.1030 PLAN CHLI;I( •- UTILITY 10.00 000/242.400 INSP FEE -- UTILITY 15.00 ' r t i r , , t C �Y�• t 0 I ^ °l lLf'. A' ' :. ?. ; a i fJ ;; rd � :. ; ;;∎ �i[+! v i 1 .k' .. •.]'a' f ` aJ or ' ik. ii ` ✓ '.K U 0171 ' .eit�•� :'.w+ L N+ ''T � 1 d'' ':. N.,..;'r. -t %' ri.. �' `4;' >`N'� ,.'r,`'' =Kiir .q,y "t '-•'t. ' c r ,. �' �F 't'r r7' %v:ar�•f K, ,Jar r tfY v �r: 5 �..; ��, Y : / 0 439 -D 6) . .4; * *.A*14 * * *t' *A'A * *A'ik *A*74 A** k* d* k** A*** A* k*' k:\k* *A *A•A•4*a4 ** *k'. *A *'*t4* b .:1TY OF •f1JKWILA WO TRANSMIT ., k* *ti4'* *'rt' *qf?! ** dA* A* A*. 4*`. 1*** •A• * *k *k **A *A ** *•k * *A•AA *,4 * *I AA * * ** . TRANSMIT Number: 96003 Amount: 25.00 01/03/96 16:42 PHymertt Method: CHOCK Notation: ACC CONSTRUCTION In it: MI V ' Pe~rsmit Ma: PW96•'O002 Type: PW -•SC) STORM DRAINAGE ParCel No: 004200-0075 Site Addr'eesi4: 4412 S 150 ST • Location: 4412 S 150 t3 .( FOR 6 LOTS OF S•fENSiii4 MORRIS SIB ' . t'' Total Fees: 25.00 This Payment 25.00 Total ALL Pmts: 2:1..00 Balance: .00 ** * *11, **- .4:tikk *.1 *a * *A*A * *•A'k ./ti:k•A* kirk* Vt**- kA* AA *A4r.A•k•A*hk'kAhA•A *k**le.A.k Account Code' Description Amount . 000 /345.030 PLAN CHECK - UTILITY 10.00 412/342.400 LNSP FEE STORM DRAIN 15.00 • • . '3',_'...H:. ,, :i f .," ;,,' .•,t . ,,. ,,, si .:'ri. . 'N'.., .r ,..! ._. .r.� , ;, ;; ;1., . ,,.. ,. : ... �s.a. . . : :;: .. l� .;0, .!1:ii. 5..,: : c'N.k I } f l i. n .,ti ' "": `e a r . :l °K F !,'.. �', yi• �t t',r y� "1 !$ srh r7"" . �r FF�! 0'.. .i S' e :' 2 a Y A• '''' ,a '01`,4w .>! f it , k ..4' ;t' a t `, i t ,. • l / 5...4 . q ;r .,. A % . j . • r 0 , C I GENERA 548.28 I VOID tAA•A*.3h3• *:t * *hA••h4• .4hl•A** • *A*kAh****AA% �r 1 t!r•A�l** *t• * ,k *lr* *!r* GENERA - 548.28 i I1•V OF 1'UItWILA. WA q -- ( j TRANSMIT GENERA 843.50 •.l h* ** *AA c•k:tA****•Ais * * *• h* • •***•..A ar A•*•k *•.t *:c••ha••A.:t• *k •a:t•.t+:M•.r•hh:4• *h *. GENERA 4.50 1 REiM:3MIT Number: : 94()03409 Amount 848.00 J.2/2E3/95 09:04 GENERA 10.00 Payment Method:, ClilLC1■ Notation: 61)4f' MO11R18 In•it« 5L GENERA 15.00 - ,,......._............ ...._.._... -._ _.. .._._......._. .... .........., GENERA 126.00 Permit 14o: 095 -0391 'Type: 13°U1.D6 I3UXLDING Pi F ilI GENERA 30.00 Parcel No: 004200-0015 GENERA 10.00 8 ite Address: 441.2 8 150 :3T GENERA 15.00 L o ca t ion: LOT 6 • GENERA 10.00 Total r t ? r ; « 1 . :3 :9 6. 8 GENERA 15.00 T11 i ti Payment 048 .00 Total ALL Pmts: 1.3.96.28 TOTAL 1079.00 Hal once: -00 CHECK 1079.00 a** s A4AA A• A kis ii: 4 k44h**0 a• k AA* Alc 0•0* k •k04.0 **d•Aic 0 ** * a*0 A A **102,1,90,1$4c 0 ±23 , 1i.20A000 15:56 Account; Cade • I)e,c:rip•tion Amount 000/345.8330 PLAN. CHECK NONREr• `548.28 000/322. 100 BUILDING - 11E8 834 >.50 '. 000/345 .E +30 PL.AN CHECK -. 1E£3 548.28 000/'386.904 STATE BUILDING SURfIi31RG1'. 4.G0 4 J S f .F.'rvf .,t ' e ., i ,• ,, !. k;:. }: 't# r4 V . 0 'P 4-k ♦ ...ty A l l y,. :Ci ••�.tr1" o $. , a A , w ' 0• w».4,. . ro,n' a. 1k. r1• ^ra r,•tA'6: `, C. i ie--\ 1 t r 12/28/95 123 1120A000 15:56 * G •kkic*•A*AirA *AitA•klk•.A —A•HtA • k*4**• k• Ak*• k+tAA *:4k4***k.lIle- .4•k.lk*•k•kAs4 CHANGE 0.00 CITY or Tul�wI:L.A. 41H ' 1 4 wn3 : '1 2 3 1120A000 15 :56 * A•4 lc* k •k A. *It AkAA hk•k .104,INT.t ltv h* 4•tiA*Ak•khith•hkdr:4A*1..4A * A•h+ *. TRANSMIT Number: 94003410 Amount: 25.00 12/28/95 09:19 Payment Method: CHECK Notation: EDNA MORRIS Init: 3LU Permit No P14 5 -0560 Type: PW• -CCAS CURD CUT/ACCESS/SIDE Parcel Na: 004200-•0075 Site Address: 4412 a 130- ST Location: 4412 8 150 ST Total Fees; 25.00 This", Payment 25.00 Total ALL Pmts: 25.00 Valance: .00 h* **A *•A * * *A*# * *A kA *e4 *kfr ***t48••A **k * +4* ** * *A *•kd * *1! *•*k*A•k *tt * * *A * *A* Account Code Description Amount 000/345.830 FLAN CHECK UTILITY 10,00 000/342~400 INf.3F FEE - UTILITY 15.00 t : . .�J... t' : {•+J J �i$ , 7 , 11:$ : •" A "' Z .r� ' 0701 ','� .iAN` 1 .,p 1, ty y;. i '° . «Z y • 4.1" , ' t ' C' 'r T w.: • Z `` .2 � • I l * kAk k' A 4 .A+1 1kk**** A** A h** Ak hk A• A** 4 **• h *•dA *A *l *Ak*A* *A*AAA*A•hhkk •kkA CITY of 1'UKWILA. WA j�j C.t� TRANSMIT * *A *Mk *A *kA *•k *k11A - K It•kh /rd•k•A. de•kk•A•k;1'ktiA•hkhA•hA *A A1,'kr4itiA *•h:1;1•kh i•FriNaMIT Number: 9400241/ Amount: 1 2 /28/ 95 09:20 Payment Method: CHECK Notation: tit3NA MORRIS Xnita at_R Permit No: PW95- 0361 'rypu u. Pty! -t»(1 LAND ALTERING PERMIT Parcel No: 004200 °0075 Site Address: 4412 S 150 ST Location: 4412 r 150 ST 'total Feed: 156.00 This Payment 156JO0 Total ALL hots: 156,00 Balance: . 00 ko4A A• A***A *tie 'h A* toA*** k*• kA * Ait****A***A**k**A * k..1* Account Cade Description Amount 000/322.100 BUILDING - RE" 126.00 000/345 PLAN .CHECK RLI 30.00 i . di t 'fr'o '..("", , 'At" ',#' .4 4f'''' ' 1%; 'Pt `; 4 k 'A WE ' '` -, 0 1). *„ "", m , 'P t R ' c' r ' ‘ , 0 C is I ... 11 I C15 ( A**4A.P.A.Airit**A4kkA*4A*k**A*hk4cA—A*A*A**X.ickAirk CITY OF 1LIKWILA WA _ 1RONSMIT *A-k*A**A*A***k4.4*AAA* .1.,t4c.4 1RANSM11 Number: 94003412 Amount: 25.00 12/20/95 09:21 Payment Method: (,HI Cg Notation: EDNA MORRIS Init: sul Permit No PW95 -0362 Type: PW -SD STOUI4 DRAINAOE Parcel Not 004200-0025 Site Addres: 4412 S 130 ST Loc,ttion: 4412 S 150 S1 Total Fees: 25.00 "(hit Payment 2n.00 Total ALL Pmts: 25.00 Balance: .00 .A*AkAkA*A**A.A.A.AAAAA*kA***A*4*Iv**A**Ak*A4**0 ACCOUllt Code Descr i p ti on Amount 000/245.830 PL.AN CHECK - U1IL11 Y 10.00 412S342.400 INSP FEE - STORM DRAIN 15.00 F ., -. (''. uL��r of vt 1 k to7, r ..j,�,,- r; ,.J'• I, ` Zvi, ' .' '.J i'M•,{ Y, 1,1 �'y4 3 , ,.. i • 4 S 4,4 ' ` u iw$"C T' '.;'t *JS :Y ;.0••. t n ` " 'V .f + °•1;tS. u 4 '• C (:) D ( A ‹ ,,,ii tip �ti A ** *Ak ***A *11*k•A**A*•k ** **A*A•k•kA•4:1�rsl ***A***A•4 *.Ak*PA 4t*A*41 44* CITY or1UI(WIL.A, WA .�� " ) TRANSMIT h *•k *.AA * *•A** *A• � r•k �Iri*•A* A * *k,l.l�r. k AhkAk k•A:+t••k�r•h�4;k+4A *AA*hA*k 1 YRANSMIT Number : 94003413 Amount: 2nH00 12/28/95 .09:21 payment Method:, CHECK Natation : EDNA MORRIS Xnit: SLl3 .,.,.._.....Permit.. Na : PW'� �-03E3 ....'fype:w PW -HAUL HAULING Parcel Na: 004200-0075 Site Address: 44.12 S 1410 ST Location: 4412 8 150 ST .,�r Total bees: 25.00 n c. `2 � This Payment 2,x.00 Total ALL Pmts: �� Balance: M00 h *d*A'k•t Aft ** AA -kA•k■! *A� *•kAA Account Code Description Amount 000 /:345.830 PLAN CHECK - UTILITY 10.00 000/342.400 INSP FEE - UTILITY 15.00 • y 1 tNs 0 +■ ;3 z -ii r t! 'M r a;,Sr' • " " at e„, r 1 4" "- " .. . ;' {; • •A:'.#.' 4'+ . '4: t. ' ' �� 4 , t, . le C 1 3 1 ..., • : .2) n • • 1 1 :t it A * ** ** ** * *A . • k * ** *A *A *itA * *A *:i * Ir* .** **A** I . *�. *A *.1 /4 *�A * *A *A *.1,*k GENERA 548 28 Cl: l' N OF T #J K W 1: L. A . VIA I• F? r-r p4 �4 M I T TOTAL 546.2$ :k *A* * *A *A** * * * *4.*A*A *v4` t;I A. *•k* A•,C•h *A *M . A * ** * **:4. *hA:s* CHECti 548.28 TR H8MIT Numbers a 94QO 12- 8 Amount: 548.28 11/16/95 t " • 1 ; CHANGE 0.00 1 1 6 , 7964A000 17 :52 F'u truznt 14e•thudC.,,I:HLCIt Notation: 'ED NA MORRIS :in1te JLI4 Permit No: B95.- . 0391 'rope: 11 -ULI)G BUILDING PERMIT I Parcel Nu: 004200..0075 .. Lacp•t i on - i 4414 S 150 ST Total Feeq t 1 1396.28 This Pavmertt 548.28 Total ALL. Pmtit: 548.28 Bal eance A 048.00 �tA•* kor* A*4*4* %* *A* *A* *Ir*k*h* * *A *4A *4.A1,*A Al ,*kA*k *4',1tkreA * ***A*A•tk4,* 4 Account Cody; Dec er• i pt i on Amount u00/345.830 PLAN CHECK - NGNF {Cc 548.28 ,* x . 1 t 4 t,1f °E J F,s - ------ 7 ---- - ----- . , , - INSPECTION RECORD (-: . Retain a copy with perrnit INSPE TION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431- o70 Project: . &-- . .. , Type of inspec on: e e AlOr fr -- Address:/L?/,,l 55) is... pate called: Special instructions: Date wanted: 8 —45":-.‘ a.m. 1 -- Requester,' 7 t 3 0 Phone No.:, . . IVA Approved per applicable ides.: Corrections requ ,.... trior to approval. i COMMENT:Aar 4111Wir a .../esde... -At . . . . , 1 •• • • „. ' - ' ..' . , ' .' ' ' ''' ''.)', .' , • '' :•[,•':: ' ,'':: : Inspector: Date: jr ' I $ REINSPECTION EE REQUIRED. Prior to inspection, fee must , ,. `',; :: ',.. s • '-•',:'.,,,:,,, :, ,: . ,,,,,, .. ''' : '', .• • ",,,..: . -, be paid at 6300 Southcenter Blvd„ Suite 100. Call to schedule reinspection. - !•••...'„,.. :':, ••,.::',,,:: . :: .'• • " ,-, •:.t, : : - . : , .. ,‘ '- :: .,, Receipt No.: Date: • ;•;,,, :.A43• -.. . •-;,.:;-,, . .i, ....;,-; , . • • . •.' '..:' l' -.`,-,-.''..;,:°:'; 22:'ii:. ,.• '''.••• ,'.., . , ..,‘ f. i' :',',' -, , .1 . ': ',.' ,: ''' ,, ':,,' '''., :• • ' ' 4,c.,,-,;:, - , •'''' '' '''''. ••''''.!: 4 .• '-P ,.;.,',: 0, '.. ; .; ,, . 64 i4S , . ■:.'t Attl,, 44, .1...1..i.: li it.. . .. %...;.M....Pri01.! ft. • AdittittS,./11 4 is...d...4,,,,,,...... - ' , r , '':' '' , ," ' ", . ' • t, ' , , • , , , . , w _._...... .....,.�,....._._...._._..�..._ . — ......._._...__._ .........__......_._.__......._ ....... �m .�� .,w, .�a. �:°`� ^ INSPECTION RECORD Retain a copy with permit 4` ID 9 / <, INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 f Project: Type of inspection: • mousy X. =iNAc. 'IA's Petn^) I Address: 4/4 /a )S Date called: e Special instructions: Date wa,�sted: , am. E S�S P.m. 1 Requester: AA ' . rd1, MoKKis -` Phone No.: ygr33�,� •.� " I! I Approved per applicable codes. [ Corrections required prior to approval. ., i COMMENTS: , b Pli — j - 2,„. - 7„f 6,4_0_,.1,-_____fr 7 ee.e ____ ..., _ _ . _ , , Z., 1.091; roc-., , t.e, , --An , •i 1 :33 ■Se--..r.-.61.-7 crit-e--v_____L. .:',.'; I inspector: �� I ( I $42.00 REINSPECTION. FEE REQUIRED. Prior to inspection, fee must I be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: h7i +` "r <> , , i I r ,�f \ ' ` . 2�L ... 111'.2.1.1 n.... .nr...6,17.li' 4.1, '�..:rw6. ao.tet."rtz•21e, i:::WtYa. t"iteena ' ' It•ISPECTION RECORD illt-24 , 46 .• ' Retain a copy with permit ‘6„)/(,..). 10 :01 INSPECT! N NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 144 (206) 431-3670 Project: / % Type of Inspection: .L ...... /{i41 NOP;("11 5 Address: 411 ‘7 , Date called: ipz. so is - 0 - ` ----- 1 -- Special instru tions: Date warlited:7-15-' ......... Requester: . r . Phone No.: . t VI: I, Apriroved per applicable codes. ti required prior to approval. COMMENTS,/ 1117 , . • u&e, /1(4/Zeo4 A" , / I / 4_ / -- 41`_____0 __ _____ 4.0 ,...4 . .-. ' 1 tj6 Cr) l ,, 2 Zill ' • ' ,.010. ...., - • , / ,:t.- L 1, 4 ( -4-e5-, • 5. . . P /1 C.- ' " k IZS• , * 0 ----1-7:141 • , • ' • . , .... OP ... i ■ . ,:. • .. , . : : ', s .. : ' ) : • ,1 .* ... ..'.. . ' ' ..' ' '. , , Ai , ...._ ,,. ',... Inspector, ' Date: ,- • .0..4._. i -.0" :.) _. . l ''' 1 r , f r , ,' ; . % ' .: .' ' - -', ; .. '''..'• 4''' : 4.:. • $42.00 REINSPECTIO FEE REQUIRED. Prior to inspection, fee must •,-..,- be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. If. r ; eipt No.: Date: ..4.1.1.1adia.avr.11.0..,,-.Aftrt,...t. ft-pa i It. OL.:6.11.4 AAVASIttNigi4iedr.:raa:i -Nu. .4_ . , INSPECTION RECORD (`-0, 1 4 0371 g) ' Retain a copy with permit‘-e 1 I ..a INSPECTION NO, PERMIT NO. ,.-. CITY OF TUKWILA BUILDING DIVISION ,, ,, ,,,• 6300 Southcenter Blvd., #100, Tukwila, WA 98188 k'4,111 (206) 431-3670 Project: Type of inspection: GA/6 vv\41 1.. ' , (.: Address: aq 2._ z.. 1 Date called: 5133 - Special instructions: Date wanted: 5 -4 9 / 1 ., ci Requester: r, -4 , Phone No.: Approved per applicable codas. j j Corrections required prior to approval. C MMENTS: „ i• '.; ir ,,, i 1 • • ---t ' , , ,,,, , ...4 i .. ,... . .• . '''., .... . i ''''.:-'': ': Aillill ' ,.• , v . . Inspector W _mar,- Date:_ ,.....2_1 c -- 7(,) I , . ,'' '5 : ' .":,':", '. '‘' • ' — ' ',' ,;, -,',- — - 1 $42.00 REINSPECTION F r E REQUIRED. , Prior to inspection, fee must i be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. o Receipt No.: ..: . ;i,,,,,. : .,,,., !: .,,,,,_ ., , ,... , : ,,,,,,,,,,. , 2.,,, . Date: '. ' YAW. rtt.+ v-..' n.. w: w.-.... v. Y✓+ cf ...w..- .• «w.,.«.�_.__.,.._. ...... ...... «....... ...._.. ._.....-.« .............. r• a...ww+w»..�rw..ww...a...r:rU. �JK+tevw.vx.HNV.s•_.4'.uFSW %: . INSPECTION RECORD. • Retain a copy with permit /c.5 - " P, . 9/ INSPECTION NO. PERMIT•NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 I 1 k (206) 431 -3670 Project: Type of inspection: t r Address: (Date called: l Special instructions: Date wanted: ;;a Requester: Phone No.: Approved per applicable codes. ( I Corrections required prior to approval. COM ENTS: , 4 Si f fil Inspector: Date: ,n .Il. il�a (. , r .rl $42.00 REINSPECTION EE REQUIRED. Prior to inspectio fee must , .> s ., be paid at 6300 Southcenter Blvd., Suite 100. ' Call to schedule reinspect , I Receipt No.: *v N ;I ..- ~i: , . Date K y+v lttt� . � ', � Jr-, ' i � > w ; � t rz 1 i It r fi Wry,, t 1' +. t P I i i 4..!* 1 4. — ._ — ... .. ,,, ,.. ,,, ,..........,..4 NM t. , .. INSPECTION RECORD y Retain a copy with perm 1 f INSPECTION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION . t tig I 6300 Southcenter Blvd., #100, Tukwila, WA 9818. i? y d (206) 431-3670 Project: r-7 4 Type of inspection: „ . ,*,..44 . ,.... , 101.-e'l S, Ze,f if V . Address: so /sb ., Date called: Special instructions: Date wanted: ...... ,, a.m. 0 •--/"6 -- p.m. Requester: . ..... Phone No.: . I Approved per applicable codes. I I Corrections required prior to approval. COMMENTS: r , I . •2 7.. . i .4. . . , , '.. :'', " • , i.. ., : ' '''!=''' tr'. : ' '=" ' ' ,' :.; • . : i= %,s,: , /,• -',.' !, '' :' ' .:,,,i ": . ',', ',' "y..4 . :•"-: ' ',• .' ' .." .•=' - • ' '''.:‘,' t,''q'l ''' 7,,;,,' ' , ''.'' . •: ; "'" ..— '' , ', '` ''' ''' ''' •,' ''. '1...' , 4 't., , •-":;-?, '•'''' '''? ' '''',...r, • l'''''• .„ ? '' 'c''..Y.P , ''' P:'';'' .' • • ,, :,1,;••,''', Inspect° 'Ajar D: '' ' i • . -,•1"44 .'.'. '' .., •_41Pr_d _ , ,ii-, ... /AAP ' / , S ,,.;,,- - 1 i. ;-,-.. ,..:. , ,. - .,- ,,:',..,-,-, , , I $42.00 REINSPEC / ION FEE REQUIRED. Prior to insp--ction, fee must . ,. ,,, ., ,,,,,, ,, be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspectlon. , ..,, ::, ,, ;,. ., 4: • Receipt No.: ----- Date: '-;...,.:.1-64,4,1'.: ,. ',' " J, :* . " , ,",1 :,. 1 .4 ,I. .: ! l'; ' , 4 ', ' 11 . '. ■' ,."...' ',- .: ' '.: , : . '. it.1:: : :. C % ,1 0 +. ' "0 ''' 4 . '1,. . t, . • . . . " ' , ,t, . ,. ' a : oaiagAtiligaub1411410atbadieiJkaL .......«... .....- ............. .. -r�.y .. �.rr.... .. -.... ...._ _,.. ...- r . .......... ... »n. e- .vh'.i ...+w*2.w: n.+,ra+v.+nw Wa[— Y'MV.eaer- .v.+.+w.la.si.rw.a... INSPECTION RECORD 1,37 Retain a copy with permit INSPE ION NO. PERMIT NO, CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 1,11 (206) 431 -367,0 Project: Type of inspection: J k 44471°1.1 •C e - • Address: Date called, Jo _ el . 7i/2 ""*-fiZ* • ( Special instructions: Date want d: • a.m, Requester: • Pholie.No.: I Approved per applicable codes. NrA Corrections required prior to approval. COMMENTS; • • • k ° v Inspector: /Alfa Date ' .A..4.4 / 1 _ ' $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd.,. Suite 100. Call to schedule reinspec t ion. Receipt No. I Date: ; r `1r t�i'ablai ._ x_. ��.... r.. rmaa.. as..._. ��.., t.a..h..ar.t..eirl.!4'f1Ad�J 'i.e -�' _. a _. .r....i.,F..e .,.n a,,. ;,3 t. ..+ +'. INSPECTION RECORD Retain a copy with permit INSPECTI NO. PERMIT NO. r CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 98188 (206) 431 -3670 Project: " Type of inspection )/ Address: Litt/ 2 5 /sod„,. Date called: / " Special instructions: 7,30 Date wanted: ' m. g r Act Cy S S OO I Requester: � S. ��'�/06( Phone Approved per applicable codes. ( J Corrections required prior to approval. MMENTS: -- --- /, . 0 Inspector: Date: $42.00 REINSPECTION FEE. REQUIRED. Prior to inspection, fee must s ,. -r be paid at 6300 Southcenter Blvd.,: Suite 100. Call to schedule reinspection. Receipt No.: Date; a l'""irr" ,+ , i�:da+S�..iisS -. .i. i_ t. .:s+.u. .�.,N•.:�.i&i�lea.,rr . .,.._.� ....., c..'X'�o�'IM?.iC.a.ta,e..n ..`..�'t ��4A��.ii;dt.. ,... A'wf. _.- ..:..... ...... .. :.....: .....n. :....,. „- .......... .._ . "...__........_..._. . _. .....�_�.. _ �_...... ...+...r.r.w...r.....,w,..w+:,. «:mow...., °..._- . ,n... +.n , INSPECTION RECORD 1 Retain a copy with permit ,075 23 r/ • INSPECTION NO, PERMIT NO. CITY OF T,IJKWILA BUILDING DIVISION . \ 6300 Southcenter Blvd., #100, Tukwila, WA 9818: )1 (206) .431 -3670 Project: ma,ers Type of inspe ion: eete Le." /- AKA Address: //��2 /5a Date called: z -- _96 • Special instructions: . Date wanted:m. Pan Requester: Phone No.: A Approved per applicable codes, Corrections required prior to approval. C. MENTS: • • • 4 ° N Inspector: Dater $42.00 REINSPEC ON FEE REQUIRED. Prior to inspection, fee must be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. Receipt No.: Date: +k W:: u:: 6s^: n..:- : i...., nr,:: t,:.•. an w;: vr.«. va.«.. u.« .. .........................�.._.. ."......._.... ..._. _... -.... _ _-.,..___.......«.«..«...........-.._....»... �... Z.+....- .,� «. . �f. C INSPECTION RECORD '1,J .5 0:68 copy P Retain a ca with permit K .. INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tujiwila, WA" 98188 (206) 431 -3670 Project: Type of Jas pection: Address: '141/ 2 C'.7 Date palled: Z Special instructions: Date wanted: z - 4 - 1 4 0 mm .m. Requester: Phone No :: Approved per applicable codes. 1 Corrections required prior to approval. COMMENTS: y y. • f � t (ax ; k1'a r . * a �'• i � r Inspector: c l Date: ; `.. a : f 1 1 $42.00 REINSPECTION FEE REQUIRED. Prior to inspection, fee must ;; -'`� be paid at 6300 SouthcenterBlvd., Suite 100. 'Call schedule reinspection. ; 4• , ( F .. T"aHK{vyl44.c Receipt No.: Date: : ,� /',Fx K� x I' . .. ` .},.. 'ky4 �. a' i 5 � 'fir h t. , 1? :1 • INSPECTION RECORD' Retain a copy with permit --•G�, 9/ / • INSPECTION NO. PERMIT NO. CITY OF TUKWILA BUILDING DIVISION 6300 Southcenter Blvd., #100, Tukwila, WA 9818 =., 'I► (206) 431 -3670 Project: Type of inspection: Ai s Address: l O Date called:�� Special instrudtions: Date wanted: Requester: Phone No.: 1!>Q Approved per applicable codes. j ) Corrections required prior to approval. COMMENTS: . • • • Inspector: r i Date: ...�j ; f ( $42.00 REINSPECTiiON FEE REQUIRED. Prior to inspection, tee must ?' be paid at 6300 Southcenter Blvd., Suite 100. Call to schedule reinspection. P Recei t No.: Date: � , ? t s�. ,.-r.., ,.. ,..rv`n . ..�... . e .. "'�'''T ._... . .r..w� ..Y.or- rr.�..�w- w..�. �.._.. .-• M Pi Yom. . i��f;. v . r �� }, ' ��� ~ ) iS�: `� '1.. ``F7v` ii t'� S.{ �` { {. ySi•nipx�'�NS"IN"�'�`� is4a l�i 'Yii::i�- i:'f�7v 1•. ." {�'�s 6,7 ( �► ' City of Tukwila John W. Rants, Mayor d r '�� - .,) � ; , e,�� � � Fire Department Thomas P. Keefe, Fire Chief 1908 TUKWILA FIRE DEPARTMENT FINAL APPROVAL FORM o \-// Permit No. :13129Eiltj I ,�A/ /D ore /. Project Name !r Address qv/2 S. /vO $7 -• Suite # { * Retain current inspection schedule Needs shift inspection V __ Approved without correction notice. .f Approved with correction notice issued Sprinklers: Fire Alarm: Hood & Duct: Halon: /, Monitor• Pre -Fi e: Permit,'. � ,GIF Authorised Signature at�f q1 FINALAPP.FRM T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 57.5 • Fax' (206) 575.4439 CITY OF TUKWILA Address: 4412 S 150 ST Permit No: 895-0391 Suite: Tenant: MORRIS EDNA Status: ISSUED Type: B-BLDG Applied: 11/16/1995 Parcel #: 004200-0075 Issued: 12/23/1995 *****k4**k44**************Ak** Permit Conditions: 1. Temporary erosion controjeasUeS as the first order of Ipp*AnesS: off- site or into exist.ingStorm,draJnagefacilities 2. The site shallHiaye'permanebterosion control Me'as4ti,,es in place as soonaSposs ,gra0p4 ben completed an4:,* Final Inspe'Ction.' 3. PRIOR TO FOAL SIGNOF'APPLICANT'SHALLRETURN_MORO EWER USE CERTVItATION TO PUBLIC WORl1 4. PRIOR TIONALSI'GNOFF'ALL corOpuOys Or STtN'Sp/fORRI SHORT f,t,::0 SHALCBEET, ,p81:7 TO 4LE #L94-0054 5, APPLIMNT sHALL OBTAIN SANIIAOY SEWER' PERMIT FROM, VAL VUE/SWR DISTRICT(2062423236 AND v.A WATER4ONNEOION'PERMITFROM 0i25_0,(206) 242-9547. 6. No dfenge wi I he made approve&bY ,••• TukOla Building Division. 7. Pluh61ng permits shaWbe'ob:tafned..throUgh the Seattle-King,, County DepartMent.:of Publi6:-Hea101uMbing will be- ins4ietedlay that agen6f;',1noluding ell_gesjpiping • " • • • 1 B. Ele'otricerMitS the Washington State Division Labor rand Indu.str ie and all electr)cal' ftY! work,01 inspected by that a§encx,(24B-6630. - 9. All meChan)cal work shall be under separate permit tssued'by/W the Otv of'TukOla. 10. All perMits:,- inspection records, and approVed\Oans available at the Job site prior to tOpistailt of any con- truct1on These document s are to be maintained and„evail able unW approval is granted. 11. Notify theVCity7 Tukwtla,Building Diviston prior placing any concrete This'p'rocedure in addition to any requirements for special inspection. 12. All wood to remain in placed 'shall be treaed'wood. .• , 13. All construction2.tobe done lw wibhaOproved plans and requireMentS:of the UniforM':Buildtn4:,COde (1)94 Edition) as amended,'Ainl"WRA.#2,/Ch.aOc01.641994 Edition), and Washington State Ene'rgY-COdiO*9.4ditIon). 14. Any exposed insulations backing material shall have a Flame Spread Rating of 25 or less, and material shall bear identi- fication showing the fire performance rating thereof. 15. There shall be no occupancy of the building(s) until the final inspection has been completed by the Tukwila Building Inspector. 16. Validity of Permit. The issuance of a permit or' approval of plans, specifications, and computations shall not be con- strued to be a permit for, or an approval of, any violation of any of the provisions of the building code or of any other ordinance of the jurisdiction. No permit presuming to give authority to violate or cancel the provisions of this code shall be valid. • SeCa OD ADOIT - 1 4 Q AOPmS 4ory E r►JAGTS ✓OI. I2/ o ` • ' 1„. m Co 17.2k.--;" I S\,ur4 ? LC r L ci4 x0 50 • MoR1 .cLi. iak 1 + 00 4200 - 0 01 c 0 a N. SCnkt FRI IN* - {•Irlik _ am.0. "64 64441 rro n It vi C(OW 0 . F100 g. \ .eve( IA' !*O M:s;: .6•o..,„1 tem 126 .'S' 2t s i .. \ .-i-Ili.) o Ott, L4,,1 �y L 33 �. a te` • \ \, moo ` 5 ' 2 � \ 0 5°`• ' \A6 �� `_ __..._ _ ■ ` � 1 • N \\ o��'`l ��... \,S \\ *....../ * 0 ;,... , 7, p,�,s� °''`' �\ l I .�. !_✓.''� /" f 'i 0 , . S('p +/J 4 /''" , y am' _ : lo. 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' 2 -7T4 ~- , - � -- ��^t \ �� � / � ---' -------' \ ��� [} . _`-_- -__ --- - � _ _-_--.__-_--_'_ �_---_-_--__'__ -_- _ -- -----_ .-_ -----� ' � ----'_-----'' ---- -- �---'-'----�------------_--- - ^ _______ ����� • t + e ) 364.7 v11�r w C- AG, + Gf r A + O A Rc -�. p, • RG p °18,65 i- £ oz + 68.04 631ctb' + 1 9 ,,,s8 M j 1 • i .. y...� -' ..' '' ' - -' ' y ~ . . ` \ .' JOHN N �~�N N������ ��'��� . n�������� ������ �� �� ���� ° 6149 GUIDE MERIDIAN LYNDEN, WA 98264 �'�� 3S8'71O1 676-4753 (F) 398-2826 z� �� /4 7` Cuot 5 .^�^���/��/ Dota 7/"�� / � Address 3 o 712_ Job Name & Address: /'/~,eg.-e' R°~ City uL/t7 /^/^4 75 /6 1 ' ���e'/~ � STEVE " ��d To|/�x��241'O454 Eot{mator CLYDE\CL Order no. File : | ~-' --- P.O. No. |Estimated Delivery date: LOAD 25'7'0'10 2 4-10~5 CJO2 3.5 0.0 4 T4 R 0 273 2 4'10'5 CJO2A 3.5 0.0 4 T4 B 0 205 1 44'0'0 GEO1 5.0 0.0 4T4 0 0 1 32'0-0 GEO2 5.0 0.0 4 T a 25 0 2 39'0'0 H01 5.0 0.0 4 T6 B 0 0 ' 1 39'0-0 H02 5.0 0,0 4 T4 B 0 0 1 39-0-0 H03 5.0 0.0 4 1'4 B 0 0 1 39-0-0 H04 5.0 0.0 4 T4 B 0 0 1 39�-0 H05 5.0 0.0 4 T4 B 0 0 1 31'0-0 H06 5.0 0.0 4 Te o 0 0 1 31'0-0 H07 5.0 0.0 4 T4 8 0 0 1 31'0'0 H08 5.0 0.0 4r4a 0 0 4 2'0'0 J03 5.0 0.0 4 T4 B 0 0 4 3-5-4 JO3A 5.0 0.0 4T*B 0 24 4 3-5-4 JO3B 5.0 0.0 4 T4 B 0 48 4 9-5-4 J09 5.0 0.0 4 T4 B 0 0 4 9'5^4 J09A 6.0 0.0 4 T4 B 0 0 4 9'5~4 JO9B 5.0 0.0 4 T4 B 0 0 4 9'5-4 JO9C 5.0 0.0 4 T4 B 0 0 4 9-5-4 JO9D 5.0 0.0 4T4e 0 24 . . 4 9'5'4 JO9E 5.0 0.0 4 T4 B 0 48 2 9'5-4 JO9F 5.0 0.0 4 0 72 2 3-5-4 JO9G 5.0 0.0 4 T4 a 0 96 1 9-5'4 JO9H 5.0 0.0 4 T4 B 0 121 1 9'5-4 J091 5.0 0.0 4 T4 B 0 73 3 39-0-0 TO1 5.0 0.0 4 T4 B 0 0 6 35'6-0 TO2 5.0 0.0 6 Tu B 0 18 1 35'6-0 TO3 5.0 0.0 6 To B 0 18 1 35'6'0 TO4 5.0 0.0 6 0 34 --- -- 1 35'6'0 T05 5.0 0.0 6 T8 B 0 18 ` 1 36'8'0 TOO 5.0 0.0 6 Ts g 0 18 1 34'6'0 TO7 5.0 0.0 6 T8 B 18 18 SUB TOTAL . 1 33 -10 -9 T08 5.0 ` 0.0 6 T8 B 25 18 • 4 31 -0 -0 T09 5.0 0.0 4 T4 B 0 0 SUB - TOTAL • ' ACCESSORIES, DELIVERY, & CONDITIONS Qty, Size Pitch Remarks Unit Price Total p ct" 4 64 $ 5.04 NO VENT BLOCKS 14 H3 CLIPS 30 LU24 HANGERS *Delivery type scheduled: Accessory Sub -Total $10.30 Yard Pickup Ground Drop Engineering & Setup $0.00 Plate Line XX * Delivery ! * Delivery $300.00 Yard Pickup - Trusses to be transported by Customer from JLC yard. Quote Total $4,955.34 Ground Drop Delivery Trusses to be ground All orders are subject to Sales Tax unless a valid Resale dropped at designated job site at JLC Certificate is presented to JLC. convenience prior to scheduled delivery date. —' —� Return signed to confirm order Plate Line Delivery • To include % /Zhr, crane Estimated date trusses needed: truck rental on job site to set trusses in bundles Confirmed job site address: on plate line, Additional rental will be billed at $60.00 per hr. If job site conditions make plate line delivery Impractical JLC crane, product (Your signature verifies order as stated above Is correct) will be ground dropped. JLC assumes no further obligation for plate line delivery. By Date Terms of Sale : Ut�r. b� i I 7 6 - 0 _6 -0 -5 25 -11 -8 26 -0 2 7-6 -5? 22 -5 -f3 iiMillilill ! • o n I ti .,o _ 1 .. t — • _ , ,N M I ii iii - c► I i 1i : - 11111111111111111k 111111101111111 • iii IIIII1 • A 1111111111111111 11 - 1 -4 ;1111: i i 1 - • ° 1 1 o N I __ IIi Ncol iii- M - 111_ ar • g ► iii . Nolonolli ll I �: / .. oinipps . i . , . .____. A....„.... .. 11111111111111111011 IMII• WNW IIIMINUE/NNOM11•11, MIMI ; 1 _.3 S IBIEMBEEM 1111MEM ■ .. - 2a -0 1 zp -n 22-0 1 76 -0 • �i�i.. r....' 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' \ • • , . ,,.. 4 /// . . . / .. . _ . . .... .. .. ... . _ /? / ' • . \\ / / \,\ / � �j , ' / \ / \\ .\ . . \ �'.\ / . \ \ ,/ / ' \ , , / / /. . \ ' . 1 ./ , , \ , , . . . • • { :/ \ . / \. _ \ \ / , _. . . . .. _ i. \ , . . _ . _ i \ \ \ 2 . . \ \ ■ 7 77{ \ • \ \ 4 t \ \ \ \\\\? \ \ . .46■ / • / \ \\\\\\\\ //:/// l r / . , / . \ . . \' , , . • ... .... ...... ... ., .. .. ... .... .. .... .. ...... ... .. ...... , r ... .... .., .. .. rr.....a... ..v.. .t.A.! 1 v .h.f t.f .... v. ....e t.. ... .r.Ya.• .. r.v am. w1 .na. +!. [N 4nt v.r.vr n. v... ..n a. �.. ...... r+,........ -.. ........w.... .. ewn..m.. Job Truss Truss Type Qty Ply . EDNA T01 ROOF TRUSS 3 1 JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:19:10 1995 Page 1 6.11.3 13.2.9 } 19.8.0 , 25.9.7 32.0.13 { 39.0.0 8.11.3 6.3.7 8.3.7 8.3.7 8.3.7 8.11.3 5.001-1 5x6 = E 3x4. " ` 3x4. D T2 : -T 3x6 :- " = , ••. 3x6 3x6 .- C W 1 �` ` G 3x6 . c B . , .�, :W2 W2%• 3 ''m'• H �.W5 -.�'" :W4 W- Jl . - -. * L Y= � Bi : ;ate l Iq °. q. N.....__. M L K J Eil 1 - 35 3x4 = 6x8 = 3x4 = 3x5,1ao•o 3X o 11 10.7.6 i 19.8.0 _ r 28.4.10 1 37.3.4 37 _ 1 -8.0 8.10.10 8.10.10 8.10.10 8.10.10 0.2.12 0.2.12 1.8.0 LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.76 Vert(LL) 0.30 UK 999 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1.15 BC 0.92 Vert(TL) 0.51 UK 840 BCLL 0.0 Rep Stress Ina YES WB 1.00 Horz(TL) 0.11 J n/a BCDL 10.0 Code UBC -94 Min Length / LL deft = 240 Weight: 186 (lbs) LUMBER BRACING TOP CHORD 2 X 4 DF No.2 TOP CHORD Sheathed or 2-7-6 on center purlin spacing. . BOT CHORD 2 X 4 DF 1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 10.00 -00 on center WEBS 2 X 4 HF Stud /Std "Except* bracing. Except: A- N:6 -3 -0, I- J:6 -3 -0, W5 2 X 4 DF 1650F 1,5E, W5 2 X 4 DF 1650F 1.5E WEBS 1 Row at midpt D -L, L -F • REACTIONS (lbs/size) N= 1638/0 -5 -8, J= 1638/0 -5 -8 Max Horz N =- 18(load case 2) FORCES TOP CHORD A -B =539, B -C= -2298, C -D= -2298, D -E= -1744, E -F= -1744, F -G= -2298, G -H= -2298, H -I =539 BOT CHORD I -J= -496, J -K =2088, K -L =2047, L -M =2047, M -N =2088, A -N= -496 WEBS B -N= -3004, B -M =38, D -M =176, D -L= -578, E -L =934, F -L= -578, F -K =176, H -K =38, H -J= -3004 NOTES 1) This truss has been designed for the wind loads generated by 80,0 m.p.h. winds at 25,0 feet above ground level, using 7,0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1,33, Plate Increase = 1.33, No end verticals are exposed, 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94, LOAD CASE(S) Standard • • . ( C. Job Truss Truss Type Qty Ply EDNA T02 ATTIC 6 1 JOHN LOUWS CO. 3,300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:19:32 1995 Page 1 37.0.0 1 7.11.6 ` 14 -7.11 1 S:OO x421.9'7123'93194 - 28.11.3 1 35.8.0 35 1 7.11.6 8.8.5 5..1 2.%3 7 5.1.5 6.8.13 0.1.8 2x4 11 F 1.4.8 5x8 E -. G C D T2 ... 2x411 O T3 (NI 4x8 1.5x4 a 4x6 : Eli. 1 • 0) T1 I 3 3 ti � W ...: •W4 WS-. .. 6 -I 0 .- M O A N M -. L • K J 4x8 = 5x6 /' 5x6 = 7x10/M16 = 4x6 = 3x5 ii 4x10 1 1.6.0 6.6.0 Toll 14.7.11 t 28.11.3 35.6.0 35 1.6.0 5.0.0 1.5.6 8.8.5 14.3.6 6.8.13 0.1.8 Plate Offsets (X,Y): (1:0- 2- 8,0 -2 -0), (K:0 -1- 12,0 -2 -0] LOADING (psf) SPACING 2 -0 -0 CSI I DEFL (in) (loc) l /deft PLATES GRIP TCLL 25,0 Plates Increase 1.15 TC 0,72 Vert(LL) 0,51 UK 671 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1.15 BC 0.61 Vert(TL) 0,86 UK 400 M16(16ga) 163/115 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0,01 N n/a BCDL 10.0 Code UBC -94 (Matrix) 1 Min Length / LL dell = 240 Weight: 221 (Ibs) . . LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1,5E TOP CHORD Sheathed or 3 -4 -8 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1.7E except end verticals, WEBS 2 X 4 HF Stud /Std *Except* BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center W4 2 X 4 DF No.2, W7 2 X 4 DF No.2 bracing, Except: A- N:6 -3 -0, M- N:4- 10 -15. OTHERS 2 X 6 HF 1650F 1.5E JOINT(S) 0 WEDGE Left: 2 X 6 REACTIONS (lbs/size) A =- 444/0 -5 -8, J= 1889/0 -5 -8, N= 3025/0 -5 -8 Max Horz A= 69(load case 3) Max Uplift A=- 444(load case 1) FORCES TOP CHORD A -B =1863, B -C= -1912, C -D= -1745, D -E= -1690, E -F =205, F -G =215, G -H= -1736, H -1= -1887, I -J= -1942 BOT CHORD J -K =0, K -L =1635, L -M =1635, M -N= -524, A -N= -1598 WEBS E -0= -1977, G -0= -1977, B -N= -3262, B -M =2393, C -M =1, F -0 =479, H- K = -17, I -K =1849 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p,s.f, top chord dead load and 10.0 p,s,f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100,0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33, No end verticals are exposed. , 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3) Ceiling load (10.0 psf) on member(s), E -O O -G 4) Bottom chord live load (40.0 psf) applied only to room. M -L L -K LOAD CASE(S) Standard ( ( • Job Truss Truss Type Qty Ply EDNA T03 ATTIC 1 1 • JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:19:53 1995 Page 1 37.0.0 1 7.11.8 1 14.7.11 f-51.00-W2. x 421.0.7 23.9�t44 _ 28 11.3 i 35.8 -o 35 7.11.8 8.8.5 51•s 2•� 6 zy.7 s•1•5 8.8-13 0.1.8 2x4 11 F 1.4.8 5x8 E G D T2 2x4 i I n" • C 0 N 5x6 1 1.5x4 ii a 3 4x6 T 1 :; W3 ..,.�: ......... � of W3 : � rn 1I '' S 1 0 • ro Of:- .- v�I f `�� = t� � t 1 —132 _"' o A N M L K J 4x8= 4x6 ii 5x6 = 7x10/M16 = 4x6= 3x5 u 4x10 1 1.8.0� 7.11.8 1 9.8.0 14.7.11 28.11.3 35.8.0 35 144 8.5.8 1.8.10 5.1.11 14.3.8 8.8.13 0.1.8 Plato Offsets (X,Y): (1:0- 2- 8,0 -2 -0j, (K:0 -1- 12,0 -2 -0j, (M:0 -1- 12,0 -3 -4j LOADING (psf) SPACING 2-0-0 CS1 DEFL (in) (loc) 1 /deft PLATES GRIP TCLL 25.0 Plates Increase 1,15 TC 0,63 Vert(LL) 0.46 UK 669 M20(20ga) 149/104 TCDL 7,0 Lumber Increase 1.15 BC 0.65 Vert(TL) 0,77 UK 398 M16(16ga) 163/115 BCLL 0.0 Rep Stress incr YES WB 0.91 Horz(TL) 0.02 J n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL deft = 240 Weight: 217 (Ibs) . LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1.5E TOP CHORD Sheathed or 3 -9 -12 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1.7E except end verticals. WEBS 2 X 4 HF Stud /Std *Except* BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center ' W6 2 X 4 DF No.2 bracing. OTHERS 2 X 6 HF 1650F 1.5E JOINT(S) 0 WEDGE Left: 2 X 6 REACTIONS (lbs/size) A=413/0 -5 -8, J= 1851/0 -5 -8, N= 2207/0 -5.8 Max Horz A= 69(load case 3) FORCES TOP CHORD A -B= -292, B -C= -1843, C -D= -1683, D -E= -1628, E -F =135, F -G =143, G•H= -1675, H -1= -1813, I -J= -1873 BOT CHORD J -K =0, K -L =1569, L -M =1569, M -N =184, A -N =184 WEBS E -0= -1826, G -0= -1826, B -N= -2448, B -M =1790, C -M =100, F -0 =446, H- K = -53, l -K =1775 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground Ipvel, using 7,0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3) Ceiling load (10.0 psf) on member(s). E -0 O -G 4) Bottom chord live load (40.0 psf) applied only to room. M -L L -K LOAD CASE(S) Standard • • • • Job Truss Truss Type Qty Ply EDNA T04 ATTIC 1 1 JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:20 :13 1995 Page 1 38.3.11 1 7.11.8 1 14.7.11 ,_- 0bW2-3x421.9.7 1 23.8 3 14 4 _ 28.11.3 1 35.8.0 351-8 1 7.11.8 6.8.5 5.1.5 2.%3 5.1.5 6.6.13 0. 1.82.8.3 2x4 11 F 5x8 E G : 2x4 n 5x6: C c5= O H N 1.5x4 ii T3 4x6 - co 1.1 3 3 6``:W4 W5 F 7 =l 0 cqI w .e : 1 —� R c%1 o i A N M L K - J 4x8 = 4x6 11 5x6 = 7x10/M16 = 4x6 = 3x5 11 4x10 11 1 1.6.0 1 7.11.6 1 9.6.0 1 14.7.11 1 26.11.3 1 35.8.0 35 1.6.0 8.5.6 1.6.10 5.1.11 14.3.8 8.8.13 0.1.8 Plate Offsets (X,Y): (1:0- 2- 8,0 -2 -0J, (K:0 -1- 12,0 -2 -0J, (M:0-1-12,0-3-4] — LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (Ioc) 1 /deft PLATES GRIP TCLL 25,0 Plates Increase 1.15 TC 0,63 Vert(LL) 0.46 UK 669 M20(20ga) 149/104 TCDL 7,0 Lumber Increase 1.15 BC 0.66 Vert(TL) 0.77 UK 398 M16(16ga) 163/115 BCLL 0,0 Rep Stress Incr YES WB 0.91 Horz(TL) 0.02 J n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL deft = 240 Weight: 221 (Ibs) LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1,5E TOP CHORD Sheathed or 3 -9 -12 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1.7E except end verticals. WEBS 2 X 4 HF Stud /Std " Except" BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center W6 2 X 4 OF No.2 bracing. OTHERS 2 X 6 HF 1650F 1.5E JOINT(S) 0 WEDGE Left: 2 X 6 REACTIONS (lbs/size) A= 413/0 -5 -8, J= 1934/0 -5 -8, N= 2207/0 -5 -8 Max Horz A= 60(load case 3) FORCES TOP CHORD A -B= -291, B -C= -1842, C -D= -1683, D -E= -1628, E -F =135, F -G =143, G -H= -1675, H -1= -1813, I -J= -1956 BOT CHORD J -K =0, K -L =1569, L -M =1569, M -N =183, A -N =183 WEBS E -0= -1826, G -0= -1826, B -N= -2449, B -M =1791, C -M =99, F -0 =446, H- K = -53, I -K =1774 NOTES 1) This truss has been designed for the wind loads generated by 80,0 m.p.h, winds at 25,0 feet above ground level, using 7,0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50,0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s,f. bottom chord live load nonconcurrent with any other 1 live loads per Table No, 16 -8, UBC -94. 3) Ceiling load (10,0 psf) on member(s). E -O 0 -G 4) Bottom chord live load (40.0 psf) applied only to room. M -L L -K LOAD CASE(S) Standard , • Job Truss Truss Type Qty Ply EDNA T05 ATTIC 1 1 • JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:20:35 1995 Page 1 37.0.0 1 7.11.8 + 14.7.1 vQf� x 521.9.7 23.83146 _ 28.11.3 1 35.8.0 35 1 7.11.8 8.8.5 5'.1.5 2.%3 5.1.5 8-8.13 0.1.8 2x411 E F G 1.4.8 5x8 . _ C D T ;,, ..., 2 4 11 5x6: P N B 1.5x4 I I T3 ti 1 4x6 rn T1- V/3 I3 J W - ; W4 J WS- = ■= '� .. - o • _ cr f � � � I F I R ' M A -• O N M _. L.. ... K 4x8 = 4x6 11 6x6 = 7x10/M16 = 4x6 = 373 II 1 1410 1 I 7.11.8 19 .8.0 1 14.7.11 28.11.3 ( 35.8.0 35 I ■ 1.8.0 6.5.8 1.8.10 5.1.11 14.3.8 8.8.13 0.1.8 1.10.8 Plate Offsets (X,Y): (J:0 -2- 12,0 -2 -0), (N:0 -1- 12,0 -4 -0) LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) 1 /defl PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 1,00 Vert(LL) 0.69 M/L 484 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1.15 BC 0.86 Vert(TL) 1.15 M/L 288 M16(16ga) 163/115 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) 0.02 K n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL deft = 240 Weight: 233 (Ibs) LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1.5E TOP CHORD Sheathed or 1 -6 -0 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1.7E except end verticals. WEBS 2 X 4 HF Stud /Std *Except* BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center ' W6 2 X 4 DF No.2, W5 2 X 4 DF No.2 bracing. OTHERS 2 X 6 HF 1650F 1.5E JOINT(S) P WEDGE Left: 2 X 6 REACTIONS (lbs/size) A= 557/0 -5 -8, K= 1814/0 -5 -8, 0= 2149/0 -5 -8 Max Horz A= 45(load case 3) FORCES TOP CHORD A -B= -639, B -C= -2234, C -D= -2001, D -E= -1946, E -F =420, F -G =431, G -H= -1990, H -1= -2165, I -J= -2202, J -K= -1717 BOT CHORD K -L =0, L -M =1912, M -N =1912, N -0 =504, A -0 =504 WEBS E -P= -2515, G -P= -2515, B -0= -2529, B -N =1819, C -N =291, F -P =597, H -L =34, J -L =1998 NOTES 1) This truss has been designed for the wind loads generated by 80,0 m.p.h. winds at 25,0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table Nn. 16 -B, UBC -94, 3) Ceiling load (10.0 psf) on member(s). E -P P -G 4) Bottom chord live load (40.0 psf) applied only to room. N -M M -L LOAD CASE(S) Standard . •• • ( ' Job Truss Truss Type Qty Ply • EDNA T06 ATTIC 1 1 JOHN LOUWS CO, 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08 :20:54 1995 Page 1 37.0.0 _ 7.11.8 14.7.11 f 5_O( 5.1 _.3 f 23.a31 ; 46 _ 28.11.3 1 35.8.0 35 1 7.11.8 8.8.5 .5 2.17 5.1.5 8.8.13 0.1.8 2x4 11 E F G 1.4.8 5x8 C D T2 :;,:'. -..... 2x4 ii 5x6 r, . P N B 1.5x4 n "'':`�T3 4x6 NI. 3.1:-.."."1. 3 3 = V./. ' ,/, •� -. W5._- • ---7 =— - co I c� ;; _ _ B . r) A • 0 N M L K 4x8= 4x6 I I 6x6 = 7x10/M16 = 4x6 = 37 11 1 1,1011 7.11.8 1 9.8.0 1 14.7.11 + 28.11.3 + 35.8.0 35 1 1.04 8.5.6 1.8.10 5.1.11 14.3.8 8.8.13 0.1.8 1•10.8 Plate Offsets (X,Y): (J:0- 2- 12,0- 2- 0),(N :0 -1- 12,0 -4 -0) LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 1.00 Vert(LL) 0,69 M/L 484 M20(20ga) 149/104 TCDL 7,0 Lumber Increase 1,15 BC 0,86 Vert(TL) 1,15 M/L 288 M16(16ga) 163/115 BCLL 0,0 Rep Stress Incr YES WB 0,93 Horz(TL) 0.02 K n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL deft = 240 Weight: 233 (Ibs) • LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1.5E TOP CHORD Sheathed or 1.6 -0 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1,7E except end verticals. WEBS 2 X 4 HF Stud /Std *Except" BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center W6 2 X 4 DF No.2, W5 2 X 4 DF No.2 bracing. OTHERS 2 X 6 HF 1650F 1,5E JOINT(S) P WEDGE Left: 2 X 6 REACTIONS (lbs/size) A= 557/0 -5 -8, K= 1814/0 -5 -8, 0= 2149/0 -5 -8 Max Horz A= 45(Ioad case 3) FORCES TOP CHORD A -B= -639, B -C= -2234, C -D= -2001, D -E= -1946, E -F =420, F -G =431, G -H= -1990, H -I= -2165, I -J= -2202, J -K= -1717 BOT CHORD K -L =0, L -M =1912, M -N =1912, N -0 =504, A -0 =504 WEBS E -P= -2515, G -P= -2515, B -0= -2529, B -N =1819, C -N =291, F -P =597, H -L =34, J -L =1998 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s,f. top chord dead load and 10.0 p,s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100,0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other ' live loads per Table No, 16 -B, UBC -94, 3) Ceiling load (10.0 psf) on member(s). E -P P -G 4) Bottom chord live load (40.0 psf) applied only to room. N -M M -L LOAD CASE(S) Standard . C f . • Job Truss Truss Type Qty Ply EDNA T07 ATTIC 1 1 JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:21:13 1995 Page 1 •9.8.0 r 1.8 •q 5.1.11 r 10.3.1 1 12-3-7 1 14-3-14 1 19.5.3 r 27.9.4 34.8.0 ?8.0.9 8.0.0 1.8.0 5.1.11 5.1.8 3x42 °'8 2'0 4 5.1.8 8.4.1 6.8.12 1.8.0 5.0012 5x6 = E D F 2x4 ii . • Orr* F. 2x4 u - 5x6 ; 1 ::::::: O 72 G 5x8 15x4 �� `a.:;';. . _. H B R . 4X10 rn �:% 3 W3 T3 Ln YV4 tN ` 1 ` "y B? R A N M L- K � r J — I o 3x5 ii 5x6 = 6x8 = 4x8 = 5x6 11 4x8 { 4x10 11 1 •9.8.0 1 5.1•11 1 19.5.3 t 27.9.4 1 33.0.0 ?4.8.9 9.8.0 5.1.11 14.3.8 8.4.1 5.2.12 1.6.0 Plate Offsets (X,Y): [8 :0 -2- 12,0- 2- 0),[L:0- 2- 0,0 -2 -0) LOADING (psf) SPACING 2 -0 -0 CSI DEFL (In) (loc) I /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.53 Vert(LL) 0.43 N/M 775 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1,15 BC 0,58 Vert(TL) 0.72 N/M 462 BCLL 0.0 Rep Stress Incr YES WB 0.93 Horz(TL) -0.00 J n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL defl = 240 Weight: 215 (Ibs) LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1.5E TOP CHORD Sheathed or 4 -3 -12 on center purlin spacing, BOT CHORD 2 X 8 DF 1950F 1.7E except end verticals. WEBS 2 X 4 HF Stud /Std *Except" BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center W5 2 X 4 OF No.2 bracing. Except: A- N:6 -3 -0, K- L:4 -8 -8, J- K:6 -3 -0. OTHERS 2 X 4 HF Stud /Std JOINT(S) 0 WEDGE Right: 2 X 4 REACTIONS (lbs/size) A= 1850/0 -5 -8, J=- 510/0 -5 -8, K= 3147/0 -5 -8 Max Horz A=- 80(load case 2) Max Uplift J=- 510(load case 1) FORCES TOP CHORD A -B= -2069, B -C= -1641, C -D= -1549, D -E =78, E -F =73, F -G= -1554, G -H= -1584, H -l= -1695, I -J =2138 BOT CHORD J -K= -1880, K -L= -1880, L -M =1431, M -N =1431, A -N =0 WEBS D -0= -1607, F -0= -1607, B -N =1830, C- N = -81, E -0 =398, G -L= -168, I -L =3468, I -K= -3058 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7,0 p.s,f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1,33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3) Ceiling load (10.0 psf) on member(s). D -O 0 -F 4) Bottom chord live load (40.0 psf) applied only to room. N -M M -L LOAD CASE(S) Standard • t .' ■ i. ' Job Truss Truss Type Qty Ply EDNA T08 ATTIC 1 1 JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08:21:32 1995 Page 1 .10.1.7 � •2.1.7 � 4.8.4 0.7.10 1 11-8-0 1 13-8-7 1 18.9.12 27.1.13 4 33.10.9 5.4.41 8.0-0 2.1.7 4.8.4 5.1.6 3x4 2.0 1:4 — 5.1.8 8.4.1 8.8.12 1.8.0 5.00 11 5x6 = E - D• F 2x4 ii ; i.. 2x4 ii C >.. T2 5x6 T , t- = 0 5x8 G B 1.5x4 n H N R1 4x10 r` , co I-- �� 3 3 a �W4 ::::::'.: ,S3 r ao v W5� I R7 - M "t_1 ' Z i q N... M .. ., K J ° 3x5 a 6x6 = 6x8 = 4x8 = 5x6 a 4x8 4x1011 1 •10.1.7 4.8.4 18.9.12 27.1.13 32.4.9 3.10• 10.1.7 4.8.4 14.3•° 8.4.1 5.2.12 1.8.0 Plate Offsets (X,Y): (8:0 -2- 12,0 -2 -0), (L:0- 2- 0,0 -2 -0) LOADING (psf) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /del PLATES GRIP TCLL 25.0 Plates Increase 1,15 TC 0.56 Vert(LL) 0.39 N/M 836 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1.15 BC 0.54 Vert(TL) 0.65 N/M 498 BCLL 0.0 Rep Stress Incr YES WB 0.94 Horz(TL) -0.01 J n/a BCDL 10.0 Code UBC -94 (Matrix) Min Length / LL del = 240 Weight: 209 (Ibs) LUMBER BRACING TOP CHORD 2 X 6 HF 1650F 1.5E TOP CHORD Sheathed or 4 -4 -7 on center purlin spacing, BOT CHORD 2 X 8 OF 1950F 1.7E except end verticals, WEBS 2 X 4 HF Stud /Std *Except* SOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center W5 2 X 4 DF No.2 bracing. Except: A- N:6 -3 -0, K- L :4- 11 -11, J- K6 -3 -0. OTHERS 2 X 4 HF Stud /Std JOINT(S) 0 WEDGE Right: 2 X 4 1. REACTIONS (lbs/size) A= 1864/0 -5 -8, J=- 565/0 -5 -8, K= 3176/0 -5 -8 Max Harz A=- 80(load case 2) Max Uplift J=- 565(load case 1) FORCES TOP CHORD A -B= -2173, B -C= -1514, C -0= -1455, D- E = -50, E- F = -52, F -G= -1457, G -H= -1469, H -l= -1579, I -J =2275 SOT CHORD J -K= -2009, K -L= -2009, L -M =1327, M -N =1327, A -N =0 WEBS D -0= -1414, F -0= -1414, B -N =1849, C -N= -128, E -0 =356, G -L= -215, I -L =3493, I -K= -3063 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10,0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. 3) Ceiling load (10.0 psf) on member(s). D -0 0 -F 4) Bottom chord live load (40.0 psf) applied only to room. N -M M -L LOAD CASE(S) Standard • \ _ Job Truss Truss Type Qty Ply EDNA T09 ROOF TRUSS 4 1 JOHN LOUWS CO. 3.300 s May 26 1995 MiTek Industries, Inc. Fri Sep 08 08 :21:45 1995 Page 1 1 8.0.14 1540 22.114 31.0.0 1 8-0.14 7.5.2 7.54 8.0.14 4x4 = 5.00p C 3x5. 3x5 . rn B � di TI- W\ T.1 D co ,W3%' '\2 / \ W7f A • `` /'r / \ 31 .— .....„---- •° A. I . H G F- E 3x4 = U4 3x4 = 6x6 = 3x4 ii.a64 = 1 1.8-0 11 10.10.15 20.1.1 { 29.3.4 29f1-0 1 1.8.0 9.23 9.2.3 9.2.3 04.12 0.212 1 4 _ LOADING (psi) SPACING 2 -0 -0 CSI DEFL (in) (loc) I /deft PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0,99 Vert(LL) 0.28 H/G 999 M20(20ga) 149/104 TCDL 7.0 Lumber Increase 1.15 BC 0.90 Vert(TL) 0.47 H/G 708 BCLL 0.0 Rep Stress Incr YES WB 0,87 Horz(TL) 0.06 F n/a BCDL 10.0 Code UBC -94 I Min Length / LL deft = 240 Weight: 142 (Ibs) LUMBER BRACING TOP CHORD 2 X 4 DF No.2 TOP CHORD Sheathed or 2 -9 -14 on center purlin spacing. BOT CHORD 2 X 4 DF 1650F 1.5E BOT CHORD Rigid ceiling directly applied, or 10 -00 -00 on center WEBS 2 X 4 HF Stud /Std *Except* bracing. Except: A- 1:6 -3 -0, E- F :6 -3 -0. W3 2 X 4 DF 2400F 2,0E, W3 2 X 4 DF 2400F 2,0E . REACTIONS (lbs/size) 1= 1302/0 -5 -8, F= 1302/0 -5 -8 Max Horz 1=- 14(load case 2) FORCES TOP CHORD A -B =617, B -C= -1508, C- D= -1503, D -E =617 BOT CHORD E -F= -568, F -G =1555, G -H =1175, H -I =1557, A -I= -568 WEBS B -I= -2437, B -H= -206, C -H =374, C -G =371, D -G= -207, D -F= -2435 NOTES 1) This truss has been designed for the wind loads generated by 80.0 m.p.h. winds at 25.0 feet above ground level, using 7.0 p.s.f. top chord dead load and 10.0 p.s.f bottom chord dead load, 100,0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 100.0 by 50.0 with exposure B (ASCE 7 -93). Lumber Increase = 1.33, Plate Increase = 1.33. No end verticals are exposed. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live loads per Table No. 16 -B, UBC -94. LOAD CASE(S) Standard 1 • Ejc)(4s1 �Z,r��' John W . Rants Ma or trs- , G7 Ci o Tu , y ' + 4 ' Department o f P W or k s Ross A. Earnst, P. E., Director % • ., 1908 UNDERGROUNDING AGREEMENT • WAIVER TO UNDERGROUNDING ORDINANCE OBLIGATION FOR FUTURE UNDERGROUNDING L I LI lg. S:N� P��, L q -oUsz; The proposed development at: ` ' 6 / 4 / ' . ; ) , a / ( ,r GIST 8,41; 2I zJ ' Parcel No. ' / 6,6 requires undergrounding per Ordinances 486, 924 and 1321. In compliance with the requirements of Ordinance No. 1607 the property owner of this single family development has demonstrated application of the Undergrounding Ordinance will create undue hardship if carried out as part of the development. • • The Owner is obligated to participate in funding future undergrounding • improvements for their proportionate share of said undergrounding fronting their property. Furthermore, if the L.I.D. /U.L.I.D. process is used to carry out the construction of this undergrounding, the Owner waives the right to protest L.I.D. or U.L.I.D. formation for this undergrounding. Owner retains the right to contest the method of calculating assessments in such L.I.D. and the amount thereof to be levied against the Owner's subject property, and other property owned by Owner which would be within such L.I.D. This Agreement shall be recorded by the City Clerk with the King County Auditor as required by Chapter 35.91 RCW and the cost of said recording will be paid by the City. This Agreement shall be binding upon the parties, their respective heirs, legal representatives, assignees, transferees and successors. This Agreement runs with the land. OWNER: /0 ' / /4 2 Owner (Signature) Date Owner (Print Name) Phone ff/ePe• Street Address City, S� Zip p Page 1 of 2 (8/93) 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • Phone: (206) 433.0179 • Fax (206) 431.3665 ..:.. ... ... .. ....... :.. .. ... ...... ........ ...-... ,...........................,..... ,......._....,. „...........,... ....a. «.. ., es a. n.. +.cvs.r Yx^.ur z.a ... a.n..e «.: no- +¢r..ro, 9s9n. n. .n .Yr. rt +. g. ra,s ..*.wt: i.- :..... rvn.. wn..,. ....:..:2- .w.,..« >,..,.....•... STATE OF WASHINGTON County of On this day personally appeared before me Id/704— Me; rP, 5 to me known to be the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as ne-r free and voluntary act and deed, for the uses and purposes therein mentioned. my q c� day of �(i7p/�Pj4J Given under m hand and official seal thi 1996 0�� NY R ' H ,I � ♦i _ w 0 EF ,..` ANOTARY UBLIC TO AND FOR THE STATE R v NOTARY :'OF WAS NGTON, RESIDING AT: w • # ) 4' A 1 N3 .7.. 6 , •Pe .. .. . 70A-Pci 1 1811,1110- 1 ' CITY OF TU : / 3 ublic Works Director Date • (C:waiver) Page 2 of 2 • (. C. • PR oJECr # Z -4,' • CERTIFICATE OF WATER AVAILABILITY • PAR B A: (TO BE COMPLETED BY APPLICANT) • • 1. Owner Name/Address/Phone: ECC`f-rl, LA (ilia - -iii c v • • Agent or Contact Person /Name /Phone: ' Site Address (Attach map and Iegal description): z - .Zp /117 ) 2. This certificate is submitted as part of an application for: = ❑ Residential Building Permit ❑ Preliminary Plat' ❑ Short Subdivision • .❑ Commercial /Industrial Building Permit ❑ Rezone ❑ Other: 3. Estimated number of service connections and meter size(s): 4. Vehicular distance from nearest hydrant to the rear of the furthest structure: ft. 5. Minimum needs of development for fire flows: gpm'at a residual pressure of 20 psi. . • Source of minimum flow requirement: . ❑ Fire Marshal ❑ Developer's Engineer ❑ City • • ❑ Insurance Underwriter 0 Utility ❑ Other • -; 6. Area is served by: (../G�GC _ -') i c (Utility) RECEArieC nt's Sig 7 / nature:.- �. J1!��: Date: Jul. • 9,1 1994 (Reverse side to be completed by water utility and governing jurisdiction) DEVELOPMENT a e /v , 1-, /1 °c: t � , . . tI � /. ;3i. . .t .l'r S:: rt ..1t7;'i'7.`,'•,tr. ...;!.; J. t vf;:e.y a.xe.Y.;r'7 +4T:4; .�7Fx PART B: (TO BE COMPLE ") BY WATER UTILITY) ^` 1. The proposed project is located within / « 1! �tJ:l A• n • dity /County 2. Improvements required to upgrade the water system to bring it into compliance with the utilities' 'comprehensive plan or to meet the minimum flow requirements of the project before connection: • • • 3. Based upon the improvements listed above, water can be provided and will be available at the site with a residual pressure of o 2 Q psi at 96 o gpm for a duration of � hours at a velocity of / 3 fps as documented • by the attached calculations. I hereby certify that the above information is true and correct. kCkJPrT (d.�ri 2..0 Lf -'cir`F 7 . �� -�.�.J � v�-_- a -/ - Agency /Phone By Date • • • PART C: (TO BE COMPLETED BY GOVERNING JURISDICTION) 1, Water Availability - Check one •. . . 0 Acceptable can be provided to this project. O Acceptable service cannot be provided to this project unless the improvements listed in itei #C2 are met. • O System isn't capable of providing service to this project. 2. Minimum water system improvements: (At least to B2 above) . • . Aornny /Phone By.. Date JUI. 0 1 1994 • COMMUNITY DEVELOPMENT Val( lue CERTIFICATE OF SEWER AVAILABILITY ❑ Building Permit ❑ Preliminary Plat or PUD Short Subdivision ❑ Rezone or Other L 4W— eo5 Proposed Use: ❑ Residential S.F. ❑ MulitFamily ❑ Commercial ❑ Other APPLICANTS NAME PROPERTY ADDRESS OR � APPROXIMATE LOCATION o • / &CJ / - 4 7 7 GC- / Z 0 LEGAL J DESCRIPTION / /1A-c r , - A 4 -K . / /t .5•srls //2_46.7 (Attach map & legal description if necessary) ++++++++++++++++++++++++++++++++++ + + + + + + ++ + + ++ + + + + ++ + ++ + + + + + + + + ++ SEWER AGENCY INFORMATION 1. a. Sewer servicg will be provided by side sewer connection only to an existing size sewer hf3 feet from the site and the sewer system has the capacity to serve the proposed use. b.!__! Sewer service will require an improvement to the sewer . system of: I ! (1) feet of sewer trunk or lateral to reach the site; and /or ri (2) the construction of a collection system on the -- 11 site; and /or I (3) other (describe) 2. (Must be completed if 1.b above is checked) a.E The sewer system improvement is in conformance with a County approved sewer comprehensive plan. OR b.� � The sewer system improvement will require a sewer comprehensive plan amendment. 3. a.I The proposed project is within the corporate limits of the district, or has been granted Boundary Review Board approval for extension of service outside the district or city. OR b { Annexation or BRB approval will be necessary to provide service. 4. Service is subject to the following: a. District Connection Charges due prior to connection: GFC 2 7 / .0 LFC /5DO,O° UNIT TOTAL /96 ,c- /A /6 - ` - ` 1 (Subject to change on January 1st) Le METRO Capacity Charge $750 billed by METRO after connection to sewer system. b. Easement(s): . Required + Maybe Required c. Other: I hereby certify that the above sewer agency information is true. This certification shall be valid for one year from date of signature. VAL VUE SEWER DISTRICT R F C E V E D • ' - 2z q$Z Man ger, . J. Matelich or Date Jul. 0 1 '1994 Inspec r, Steven Fletcher COMMUNITY DEVELOPMENT cc . t ' _,,—,.•,, _ , �IILA, �' --1 ( i ? jr; ) City of f Tukwala John W Rants; Mayor ,L � de.. ; Department of Community Development Steve Lancaster, Director i ''y908 ° •-'tuber 26, 1995 Mr. Steve Mullet 3303 South 132nd Street i Tukwila, Washington 98168 I Re: Residence for Edna Morris, permit application # B95-0391. 1 i Dear Mr. Mullet: Your permit application for the new residence has been reviewed and approved by Fire Prevention Bureau, Planning and Public Works Department. Prior to final review approval by Building Division and the preparation of the permit document, it will be necessary for you to provide some additional f) information in the form of clarifications to the construction documents. The a following comments are applicable: 1 1 1. In conventional light frame wood construction the method for resisting 1 the lateral loads (wind & seismic) must be included in the proposed design of the dwelling. Basically, this may be accomplished by providing an engineered design that is specific for the proposed building, or (in lieu of an engineer designed system) compliance with the code prescriptive method may be demonstrated on the plans. An initial review of the construction documents indicates that the $ proposed building design can meet the prescriptive requirements with the exception of two areas. This narrative will point out these two areas and the 1 requirements that apply. a) Bracing that is accomplished by plywood sheathed braced wall panels is required to be no less than 48- inches in length, covering three stud spaces where studs are 16- inches apart. All vertical joints of panel sheathing shall occur over studs. Horizontal joints shall occur over blocking equal in size to the studding. For 1/2 -inch sheathing, sheathing panel shall be nailed with 6d common or deformed shank nails at 6- inches on center at all edges and 12 inches on center at intermediate supports. Sole plate to joist or blocking, at 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 4313670 • Fax (206) 4313665 Mr. Steve Mullet # B95 -0391 December 26, 1995 Page 2 braced wall panel, shall be nailed with 3 -16d common or box nails, per 16- inches of wall panel. The, so describe, wall panels are required at the ends of each brace wall line and at no more than 34 feet on center in both the longitudinal and transverse directions. A braced wall line that cannot meet this requirement occurs at the garage door wall. In this condition it will be necessary to provide an engineer designed bracing system, or at least one Code prescribed alternate hrriced wall panel must be provided at one end of this garage -door wall line, as follows: Minimum length of panel shall be 2' -8 ", sheathed on one face with 3/8" minimum thickness plywood sheathing nailed with 8d common or galvanized box nails at 6- inches on center at edges and 12- inches on center at intermediate supports. All plywood edges to be blocked. Foundation anchor bolts shall be placed at panel quarter points. Each panel end stud shall have a tie -down device fastened to the foundation capable of providing an approved uplift capacity of not less than 1800 pounds. b) The structure is also required to include interior braced wall supports. The plan will allow for two interior braced wall supports. The obvious locations indicated are a braced wall panel at the wall between Bedroom #1 and the Living Room. and at the wall between the Laundry Room and the • Family Room. Interior braced wall panels can be accomplished with gypsum wallboard (1/2 ") blocked at all edges and nailed with 5d cooler or wallboard nails at 7- inches on center. This also requires that a continuous foundation is provided under the braced wall panel. This indicates that, at minimum, an additional foundation will be required at each of these locations. Please locate on foundation plan as required. .... ... ... , .....s ... , ..:... ... ,.. ,.,,.... ,...., ..., .,- •,,. ....,»,... ..r..<... , ^h:. t . ..r v ... ?!'17. r :L' ^, ; i'4, .. .. ... .. s, ".:4!' ..... r'.i`. ._'.ti ., � ei? � ' ': ,, . :'�''. ".'7'ty" Vr rtY4ti`x.: Mr. Steve Mullet # B95 -0391 December 26, 1995 Page 3. The preceding narrative of prescriptive bracing requirements have been included herein because they are additions to the 1994 Uniform Building Code. They are intended to provide a path to comply with the structural ' lateral force bracing requirements without the need for a engineer designed system for every conventional light frame residential construction. Please review and make the necessary revisions to the construction documents and submit two copies of revised plans that are developed. If you have any questions or would like to visit our offices to review these requirements, please feel free to call. Sincerely, T Building Division Robert Benedicto, Plans Examiner cc: file M1 - -" LA ki; { _ . • J , - :;F � �ty of Tukwila John W. Rants, Mayor . ,, � � , , _ ; Fire Department s Thomas P. Keefe, Fire Chief 7908 - - , December 14, 1995 Fire Department Review Control #B95 -0391 (510) ' Re: Morris, Edna - 4412 South 150th Street, lot #6 Dear Sir: The attached set of building plans have been reviewed by The Fire Prevention Bureau and are acceptable with the following concerns: 1. Fire hydrants are required as detailed in City Ordinance #1692. (minimum flow of 1000 gpm with 20 psi residual) For short plat development (four single family homes or less), hydrants shall be placed so that a hydrant is within 250 feet of a building. Distance from a hydrant to a building is measured along the path of vehicular travel. Fire hydrants shall conform to American Water Works Association specifications C- 502 -54; it shall be • compression type, equipped with two 2 1/2" W.S.T. hose ports and one 5" Storz pumper discharge port, and shall have a 1 1/4" Pentagon open -lift operating nut. 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. I Access shall be within 150' of all portions of the buildings. (UFC 902.2.2.1, UFC 902.2.1) . All required hydrants and surface access roads shall . . be installed and made serviceable prior to and during the time of construction. (UFO 901.3) 11111111111■MMIr A1•111•111•1111111. 1101■11111•1•11.01111111, .. Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 575y4404 • Fax (206) 5754439 / Y • • • • • • • • • • • City ty of Tukwila la John W. Rants, Mayor te ;` N ` ~f- : r = = Fire Department Thomas P. Keefe, The Chief 1908 -- Page number 2 2. In lieu of a fire hydrant, an approved residential fire sprinkler system may be installed when vehicular travel distance from the nearest hydrant exceeds 250 feet. Acceptance of residential fire sprinkler systems shall include field verification of GPM and residual pressures meeting or exceeding the listing for the sprinkler type. 3. Your street address must be conspicuously posted on the building and shall be plainly visible and legible from the street. Numbers shall contrast with their background. (UFC 901.4.4) 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 • • • • • Headquarters Sta tion: 444 Andover Park East • Tukwila, Washington 98188 • Phone: (206) 5754404 • Fax (206) S75 -4434 ., .. +�:r. :.•...:.::• ., ......,,<. :.:. ..... ... ......- ....�, ."..,................_....,...:.., r..,...,.-...n R .ux....o: >.on., Man• tnFn n<>:nsr�vr,i ... .,. m...r w,.. z-.. a...,::+ �x.. ssumnaaronrs, ran:. tinra »uv+5sir..�-s^v.;!s+«:.:w.vcnx. • .. . - l_....... .r ...•w. Jr ww .�L..._... «_ ...... -. ....��� w w w « � 4. r•�� «` ... w.. wa.. r.r ». . „vv„J/„, —. J V.IN /J/ /J ✓/I44„4 ,, „, „% J/✓/ / %/✓l,„„„//JJ/ /J /J / / / /% /I„„..„, „,,J✓// Y/✓„„.„?./JJ//I„ v„„,, „„,„✓,... „ „. ✓ „e„v// „„:„.J✓// • DEPARTMENT OF LABOR AND INDUSTRIES I , ..THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A \ , J ( r . ' 1 Tt ) 1e. 11.•,' • ?,5.V 1 i ; - .1 ":' ( • j ytilli{;W * • \�It�,.. � • 1.�� .f.'• " \!Ir;�.Z,� �, w ,;.+. , ,1� <' ry.; ty5'~ ^��.; '.! • • ' • {u r,}3' •}.rkr 1. �r*.f' b r•r� i • a•' it' ` 1:`� ' p ' • `1'�;� ±r • '� il i,,.,.;i��;,�Y� � ��g �:..;::,�: ",N• fN •t�BE ?. P, 1i 1 , .r N ' «rry . \ , ' .... 'e v h"i • , . :. �''I` `f ;'. . i r.. 'J b STATE OF WASHINGTON g a. ,( �.- r• r „• f . r + v• jr4:.• f:; ,, �. , . y 4 ,: n a�..•, { ��%� �. •i,'4l�:''o 't?,�2t. . "),p { ':e(f's.M' W e. nor`` Cr:°. t' krl 'nv'M.j,+" ?,.�r�,':� " '.,V r+1.j. +:..Air'�'.,���(4:'�tiir,ii iyti.o,0yr40F�'��'' ;. [ �l { r tet )d feigi .�,;'144i.I'G . .!• t r ` y . 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