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Permit B95-0086 - WHITNEY / SCHEER RESIDENCE - ADDITION
City of T 14/ lk (206) 431-3670 Community Development / Public Works • 6300 Southcenter Boulevard, Suite 100 • Tukwila, Washington 98188 Permit No: B95-0086 Type: B-BUILD Category: ASFR Address: 16051 51 AV S Location: Parcel #: 537980-0304 Zoning: R1.72 Type Const: V-N Gas/Elec: GAS Wetlands: Water: HIGHLINE Contractor License No.: TENANT OWNER CONTACT WHITNEY DALE & 16051 51 AV S, WHITNEY DALE & 16051 51 AV S, ANITA SCHEER 16051.51 AV S, BUILDING PERMIT Status: ISSUED Issued: 04/12/1995 Expires: 10/09/1995 Suite: Type of Occupancy: DWELLING Slopes: N Sewer: SEPTIC SCHEER ANITA TUKWILA, WA 98188 SCHEER ANITA TUKWILA, WA 98188 TUKWILA, WA 98188 Phone: Phone: Phone: 206 246-4518 206 246-4518 206 246-4518 **************************time*********************************************** Permit Description: ADD TO EXISTING - ANCHOR BOLTS TWO SIDES AT A TIME THEN RESHEATH WITH PLYWOOD AS SHOWN. INSTALL PORCH ON SIDE AND MOVE DOOR AS SHOWN. ADD TWO BAY WINDOWS. Units: 001 Buildings: 001 Fire Protection: N/A UBC Edition: 1991 Front: .0 Left: .0 , SETBACKS Back: .0 Right: .0 Valuation: 1,000.00 Total Permit Fee: 45.75 ************************************************************************** Permit Center Authorized olta9__ ' La-15 Signature Date I hereby certify that I have read and examined this permit and know same to be true and correct. All provisions of law and ordinances governing this work will be complied with, whether specified herein the or not. The granting of this permit does not presume to give authority to violate or cancel the provisions of any other.state or local laws regulating constructio o' the perfore of'work. I am authorized to sign for and obtain thi dinpemi Signature Print Name:_ Date: -"[5 (11, Title: This permit shall become null and void if the work is not commenced within 180 days from the date of issuance, or if the work is suspended or abandoned for a period of 180 days from the last inspection. All PERMITS ISSUED FOR NEW CONSTRUCTION, REMODELING, OR DEMOLITION PROJECTS REQUIRE CONSTRUCTION, DEMOLITION AND LANDCLEARING WASTE MATERIAL FROM THESE PROJECTS TO BE RECYCLED AT A KING COUNTY LICENSED OR APPROVED FACILITY, OR TAKEN TO REGIONAL DISPOSAL FACILITIES. ( BUILDIN-3 PERMIT ------4111diliikikhi. ,APPLICATION CITY OF TUKWILA Department of Community Development - Building Division 6300 Southcenter Boulevard, Tukwila WA 98188 DESCRIPTION AMOUNT RCPT # DATE (206) 431 -3670 pcitC3-•• 0 BUILDING PERMIT FEE , PLAN CHECK PLAN CHECK FEE • .ol' ' NUMBER 6 Ss BUILDING SURCHARGE _ r ✓ * r. :- rmwiry, �a9 i ? rrr y r,;�•q � f � pw;?; ": �� :A j OTHER: ,A,.. . 6 .' . s, f . p " , '. . 4 TOTAL - 4 SITE ADDRESS SUITE # VALUE OF CONSTRUCTION - $ OD PROJECT NAM ��NA� � � �� ka -\ yAESSOR ACCOUNT ��� TYPE OF C New Building Li Addition 0 T nant Improvement (com cial) • Demolition (building) WORK: O Rack Storage O Reroof 0 Remodel (residential) Other: DESCRIBE WORK TO BE DONE: ciA ck to .- - t . - [..v. -f t&-r bo (i:s Z5 1 C 3 ck_ i .t-t, -t-'.- C 2 •.czcs 1J-� L k Q 3 --. �u"r• . in s to LA e c. (vc—(--, c'YL - ), (1.12 . On e. . � C\ vu p r- et., S 5 � \ _ 4 d d 2 to _ W r e� -c BUILDING USE (office, warehouse, etc.) NATURE OF BUSINESS: WILL THERE BE A CHANGE IN USE? ,e)/No ❑ Yes If Yes, new building requirements may need to be met. Please explain: / .1,• % SQUARE FOOTAGE - Building: ) 3 `� enant Space: Area of Construction: WILL THERE BE STORAGE OR USE OF FLAMMABLE, COMBUSTIBLE OR HAZARDOUS MATERIALS IN THE BUILDING? ' No O Yes IF YES, EXPLAIN: PPOPERTY OWNER ck71 J�G�Q c t v�_ h (PHONE 71 6 ....14c.11 ADDRESS p �\ w ` [ZIP • l �� Q S 1 w� uz CONTRACTOR-- PHONE ADDRESS ZIP WA. ST. CONTRACTOR'S LICENSE It EXP. DATE - - -. ARCHITECT PHONE ADDRESS ZIP I HEREBY' : CERTIFY .,.THAT I .HAVE.READ :AND ::.EXAMINED;THIS APPLICATION; :AND THi: SAME 7 BE TRUE AND CORRECT; ' k AM A, THORI E► •:•APP.LY;FOR. PERMIT BUILDING OWNER SIGNAT e PRINT NAME PHONE mit '- � . , go DATE . , ..,...a:______ OR .J AUTHORIZED u .(... �C, -•L2 -P� Az Li 6 `�C i y AGENT ADDRESS r - /- CITY/ZIP ( J�D CONTACT PERSON PHONE.62 --L( APPLICATION SUBMITTAL In order to ensure that your application is accepted for plan review, please make sure to fill out the application completely and follow the plan submittal checklist on the reverse side of this form. Handouts are available at the Building counter which provide more detailed information on application and plan submittal requirements. Application and plans must be complete in order to be accepted for plan review. VALUATION OF CONSTRUCTION Valuation for new construction and additions are calculated by the Department of Community Development prior to application submittal. Contact the Permit Coordinator at 431 -3670 prior to submitting application. In all cases, a valuation amount should be entered by the applicant. This figure will be reviewed and is subject to possible revision by the Building Division to comply with current fee schedules. BUILDING OWNER / AUTHORIZED AGENT If the applicant is other than the owner, registered architect/engineer, or contractor licensed by the State of Washington, a notarized letter from the property owner authorizing the agent to submit this permit application and obtain the permit will be required as part of this submittal. EXPIRATION OF PLAN REVIEW Applications for which no permit is issued within 180 days following the date of application shall expire by limitations. The building official may extend the time for action by the applicant for a period not exceeding 180 days upon written request by the applicant as defined in Section 304(d) of the Uniform Building Code (current edition). No application shall be extended more than once. If you have any questions about our process or plan submittal requirements, please contact the Department of Community Development Building Division at 431 -3670. DATE APPLICATION ACCEPTED ^` / (���•� DATE APPLICATION EXPIRES (/v/f 7 16/91 SUB CHECKLIST COMMERCIAL • ... ,,,, .:,. ,, ...::„..........:::.:,:„.........„....: , :::.....,:::•:.,,,,,,,,,..: . ...:::::',:: . ,'..:' . : . . . :; : • • • i.'::::'i :: ::: : ::;.' , ::::::::. , '.::::T:::::':::::',::::::: , ...r• % :,:::::': NEW COMMERCIAL BUILDINGS/ADDITIONS ..••• .:• ••..-••••••• : COMMERCIAL TENANT ImprvEn4r7:!. ...yi.:: ,... .,, •.. . . " . . FT Completed building permit applicatlorf(one:foreaChiefrOurP or ::::::::.:',•:. Completed building permit application (one, for each structUre).- ..: .. • • . • t._ ___ , .... ..• • „.. ... .• ...:... ...... H._ .. ....• . ..... ... . 1 i Assessor Account Number . .• .. • • • • ... . ••••• : .• . • ... . .. . ..;...,,,..„-•...,,, .. . ,, „ .. Assessor Account Numb er: • •.:-.. •.'...., . •:.....•:•.•.•.•.: • ..: •• . ...::: .:. • ..• • •• , .•:. •••. •. • .: ..: ....•.:,..:,....-... ••.,: Two sets (2) of !he following: • - • . ..•.:. • • ... • ••.:•.:ss.. •:. Twe (2) sets of construction plan's; which include:•.:,•,. .. :.... , . ...., . ,,. •:.... . . .. • .„. . „ . . .. . . .... .. „ • .. • • • .,.... • .. .. .... -.. : • .....„ .. ..• I Specifications [ Site plan . . .. . • .• • • ": • • • ' -: ' •• ••-•-• •-•••••.• .. ......•••:.•••.• Location of tenant space ..,..: .• .: . s...,,, ,:.,...........:::„.,..„...,.,....,.......:......:;:,...... Ti Structural calculations stamped by a Washington State licensed .• • : .... :-...,• • . . • • Existing and proposed parking • . . • ..""...: • .. ••••••• • ••.-.......:..s • . Soils report stamped by•a•Washi •••••••••• • • ' engineer • - • • . • • • ' .• . .• Landscape change of use) • • ' .., .. • . • • - " ' .. . ••..• • ::....:- ..- ••• •• • •- • •• Landscape plan (if applicable, .1 .....:..., . .•••:-.: .. , . ,.,::. . .., .• •• • •• ,- ....., ,....... :::. •••••,.....• .....:::. : : t • • ... . ••• ••-- •• ...:-........: ••..... • - „..„... .,, ,,.. .. . , . , . . . . . Washington licensed engineer -.. . . Overall building plan ....• ..:' .• • . . ...... .. ,... ,,, • .. , .. .. ,.. • . . j Topographical survey , • Tenant location • .. .. • • • Use of adjacent (common wall) tenant , • • -.• • " • .... . : • . • 7-1 . Energy calculations stamped by a Washington State licensed. . . • • Overall dimensions of building or square footage •: . —. engineer . . . engineer or architect • . . . . . .. . I I Floor plan of . proposed, tenant space .. i ...••,..„.. . .. . ••••• . . .... . ...- Tenant . • . . . , .... 1 Legal description • • .. . • • • • • .. .•. • • • • • .• .'6pace plan use of each room labelled:: ....•. ... plan . n Working drawings, stamped by a Washington State licensed . . :. . . .• !. Exit doors, egress patterns. •. • •• • .. • . ---- • . • : ' architect, which include: . • , . •. ... • NewWalls, existing wall, and walls to demolished. • :. • . . . . - . . . , . • • • Site plan . . • . • • . . Construction.details • • ... :: ,• . • . : . .••. ::: . . • . • •, . :.. . . , • Architectural drawings • • ... • . . .. :,.•:. • .. . : •.... '•• • prose sections showing wall construction and method of . - •,.. • -. • Structural drawings • •• .:. — :•• • • . • . . • "'••• :.•• •attaChment for floor and ceiling.' .• , •H....... -. . , : :. .. : ::: . - , • Mechanical drawings •. . •. .. - • . ... • . • .• • Elevations, • .. — Structural calculations stamped by a Washington State licensed • • . . • Civil drawings . • • .• • :. • :. . • . ".••.:• ••• : • : . . engineer may . be required if structural work is to be •(2,:se sets) . • Landscape plan . • .. . • • . • , . .. . . . •• • • ••• • : • NOT:. I(.any utilitywork Is to Pedone,subrnit separate utility permit ..• : • [— 1pp 1 Completed utility perrni: lioatioe(one . f or entire project):".. • •• application and plans. • , • ' '.:..".. ‘: ...:' .:.: .... , ., .,. ,, ..... : .. :,...,.• ..,,, ,. . . , :...... __....) .. . . .,....:. . ,,. . ...., .. ., .. . . . ... . ...... . . • • . .. . . . . . ... . . . 1 I Six (6) sets of civil drawings • ..••••••..• • .. • •• •• • • :,,....',.,..-::: • .;....• . .. .. :• . . .. . ... ... . , • ., . : ,. . • ty . . " - • • '•••• '.....: • • -. • .--: ..•-• .-..• .: • .. . • ,.. • NOTE: See utility permi .: t a . . pplicati . • on and checklist specific utility , .• . . .." . :. .,:,..:: • ... .. : . .:. ..: •• . :: •• ,• .. .: submittal requirements. : .. • • ..- •:' - - . . ,•:,,• •..,,- •• ' • I I .Completed building permit application (one for eaChstructure); •.• :., • ..., ...... .... .. .... „ .•: Assessor Account Number . ••••• •:• '...• .... .... ........::-... . .::•..,. • : : . .. , . . . . . • • • • • • _ ,, . . • .. ......... : ,....••.. •.,......... . :. ••••. • " • : - • • PACK STORAGE ... . :.:.'„ . . .• •:••••.•.".•.• I: . • • : .... ........• •. ,.. - • 1 I 'Narrative describing existing roef, material being removed, and . material being installed ' ,..,• . .,. • :. ... ...." ,:,....., ..• . .... . . .. —, . ! I Completed building permit application . . ..: ....... • . .... .. : : NOTE: A certification certification letter is required priortofinalInspectiona7d si gn-: . . • . . . . . .. • off of the permit.': .. ' ,•:. ,. . : . • • . ••• . .• . .: . .. • ... .. . .. . .. . . . .. . . : ...• • ... . . •:,,, ... . • . ., •:.... 1 Assessor Account . .-: . ....:. ...': :: . 'H • ;,. .:'' l' ••:•" • • " • • . - • • •••• •••• ••••••.:•••• .....,••••••••..••••••,.. ,.. , . .. .. .. ... .. .. , . . . . ... . .. • . . - • .. . . „ . .. „ „ .. ... Two (2) sets of plans which include:....- •. , i • .i •••• ,"•••••: ' . ".• ':. .••'...••••• • . — . ANTENNA/SATELLITE DISHES • : • : .• • : : . ,•-: : .: .: :.•.•:. ..: : 1 Building floor plan showing: . - .. : •.• - ..,.. - ::. :.. . . ..... ..„ , : .,.. ,.,. • . . .:., . . . .. . . . .• : I building application ....,. , , . . , . .. . , .. . permit . • Entire space where racks willbe located .... . :...- :- •. . . .- . . . • •. . . . :,....„... .: : :::::: ...,,, . • Exit doors •-. • . .. • . . .. . . . .. . . : , • - I I Assessor Account Number, ...:;,:•..,•:: ,...•:.:: .;.........,.;.•::•.:::..::••••....• :.....:" .:.: ..- .‘ :.,,,. , • • Dimensions of all aisles • •.- .•.....:,...: • ..• . • . • .. - ..: •.• :-. :,....: .:-. -. . • ''' ':.• : - • : . . ' :• ••• . • ...-Two.(2).sets•of plans, wilichInclude: ........... :..,.: .,.:., ., :,, ... , I Tenant space floor plan showing racKstorage . . . .. . . , ... exits ::••,....•: •• • • •••••:•••:••:.."'. s ••••••• l ..61te,p±an : ,..::: . .. ,• . ..:i • • NOTE: • Include dimensions of racks (height ,, I 1 Details .antennaisa e Ilit e dish .. , .... . :, . ....... . : ................ ...., .. and exit ways on plan t : and•method'OisaitachMenti• ::-:" •StrUctural §,taf.a.lfce ',:l calcUlationaStemp0 b a Was1- e: licensed ....,.. .... engineer (rack storage 8 and over) s engineer may be : •••.....•••:•••':::::,...*::::'"•::::::::.::- ::: .J....::: -•. ..---. - . .. . .... .. . RESIDENTIAL ' . • .... NEW SINGLE-FAMILY DWELLINGS/ADDITIONS .-. :........... RESIDENTIAL RCMODELS • ..: - . • 1. - •• ••••:l..-- ...:.::!.'.-:-.:'::::: •-• ....• : . :: ..,....;."•::•••"•••.-.:',...:::::::::.:.:".••::;:.:.:::::::::: Completed building permit application Onal.f.er.aa.?•stiLlbture) I Completed building per application' (one each..'struCttire) •..—.... •........: .....•.:.::::: .....:.....:.;:. . ...„ .:,:::..........::::,.............,.:,„::::...........•.......,:::......,.:..,..;......::......:.,,,,,::,....,•;,,...,.,..,..:..::•;...........:,,,,..,:...,:.......:..,.::....,....:....,,,....... LI Legal descnption El AssecSOr Account Number :',.. .i'.1 ••• • .:. ':f ::•:: working drawings i"-Which• inalifde::' sets r- As AccOUnt ..•:,.:::: . . . .,:,.....•:_.:„..,...........• ''':•-''•'.•:','":".•:".":::•.",':::Y.::::::.'::::::::'.::;::::::. :':::.:....::.•::::::::::::.„:',: iio 14 ii '... ..... , : . •:•: .:-. : : • - : -..- ..• • •_ ::- .. , .': . ..: . .. ; ::: : :: : : • : :: ::•:: : ::•: : :: : : : ..' . .:::::: : :4 . :•".:" . :'::':': : 4.-":.::::::::::::i . : :::: : :•X's::.;1., • •:.'::.: ....'.• ''''"': '..'''''''lls::•::::''':'.....:•:: include which ''''''''''''''''''':'.::•:::'-'''''''''''''..:.:::•"•••:-::::::••-:':::::-'::::::::!: • . i•:';'•'•:','•:::i'::::::::::' ,..... E Two: sets (2) of working drawings ;•..!. • :-...::•,• • Hs••••: :...•::::..!!::•••••,••••••••••••• F .. . ....,:.F.....,.........,...i.:-•:..:::::,::::::.:::::,::::;.;....::::::...:;:..,:,„...,,,,,....::;::.,i,::::::.?::::::::,..:::::,::::::.:y::;:.::::::::,::::::::::::::.:.::..,...., plan :::. ,::'.:.:.:......'..,.-.:; Itii'plari':. . ::.•::(ori plan': .how ' closest hydrant ladation.i:::::',::::::: ::•:':::'.:'.-....:•,:.-:::•:•••:•:::::::::::"••••:::•• .90ot 'Plan: . ::::: .... ...::.::,::.::::;•:,'...:.:::::::•.::,•:::::.:::?,,,,....:::::i..,.:-:::':::-:•:::::-..:i.:::::::::...., ,,,'•";::::::::::::',::::::::::::t:':.:n;M:1'..:.:•:••:.:,.:, :•.: ,...,..:::: • atiOn n ,:::,,•.::-:',:.'..: . ,. ..- . 1 : . : . ......:•,..1 .. ti ... o . lude . . : : :: •: : .....:: : : :: : : ;...,, :i ....,., ::: .. ] , siiiiii;nr.., . :610vm i.6 ..(ao. oews),.,.....:;,- ::. . .::. .......................................................... .. Floor plan • Roof lan Buildin i Building elevation views) '•:'''''.:'''::::,'•:-•'::•:''''':•••:"-''' •••• -•';'•:'"•':.' •" i• framing plans B :•::::::::::i"..":":.:•:•2:::::•.....:•:•::::::::.::::::::::::•0::::::":::•Ri*.:::::::::..g.::::::::•:.,:,..::•::,.s.:n: • ::•::: (all ::.:::::::::::::..:•....:•,,,,:........:...............„...„.......,,.......:,..:.: • • Building cress. i tjo : : : ei i, • , : : : : : : : :. .. : ...": : .•‘" ,:: . ). ..:: : ': : : • :: : •:: : ::'::::: : : : ••::'::::•s i " : :::::::::::::'0::' , ':'"•:•••••: . : : : .i •: '••••••...._ NOTE ..- .. utility . s ...rii ,.,.. 1 ,....... i.. : . p rovide ' : ''''kOi11ittv • " •: ' . work , icitie'dcinii . :terOiddiiatilitYljirallt:oPPI100tion...•::i.: • : • ' iurai.fraMing planS'''"...'::i:d:::::'::::::::qil::::::::::::::':::•::;:1:.:':::''''"-:;•R!:'':::::::i:i.:.-5;:,::VA::: ::..o■?q.:i?!.?r...y...f!....,,f:..,'L?...TIttp;c!.:,.''....::..z:;:::::..,.:.:::;::::;::::::,..::.:.:::..........::::f..:,:::.:::..i:::!::..;ij.ji......:..i::::::...;....::::::..:..::::...:::::.::::...:. 1 Washington ..•:i.,.., State Energy..Y.Pu . ::,.:::: •.:,:;:•:•., . ' . .,.......,,..,.... . ,:.:' . . ••••.-,,,,•,::: Code .. • u ,L.. 13E.Sy ::•::..::,,:,, :...: ,.,....,..,...,.:::::/....:,:.,..,:,,,:,:•,:'-',..,::,:::: "?.; :.,::- : • " • _" ,. ... , . '•.: : ::::: : : : : : , ....: :, :: : :: : :::::; . !: : ::. : :. ' ?. , :' , ..:. : .: .: : , : : ::::: , : : ,:i:::: ., ;: : ::::: , :ii::::: : :.::::.:;:::',:: : ' , .?: , :::::: : :::. : : :::...,: : : . :::Ki:;:e.,::: : i::::; : i . :i: . :: • .., '•••••••:':::::•>•:':•••••.:•:;•:••••••.::::: ::::•0F.::,:0::::..::::::::::::::::::.:Viig::::;.:::::::::::p.„:,1:5:::::::::;:::::::-:::::::::.::::::6::::::i:::::::'....]:;::::::5:::::;.:;:;N::::::::;::::,;:::,,::::!,:i:61:::::i;J:M:::', rIc°t ,-.-•.H.:::::::::;:.:....:.,... :::.::';:•::::::::::Y.:::.1i',..:::::.':.'::.::::..::,'..:':'".::::::-.....:::.:•:':::::::.'...in:.':::•:::.'::::':,'.':...••••::..i'Xi:,..11M:i''.;:i.:•:::i:',:.::::::.:::::*:::',:,:i.:::. ::,:r----:''''"''''':::•'"'"::8,6aliii ' (one tor : each :strkfctUr9) „.....,::: hpleted iliiii?11c99 .. .l . :17? I •: : - .. 91 ?..: , :i::::::: : , :'.. , :::, . P / 4 ? --H• •::'''''',V::::..::.•.:::•..,''''::::::::".:•:::::::.:**•:•:''''':''''''''':::::.:',..'::'''':;':....•:',::::."';':Kil;i:IM.:.R.,:::::::::iiiii:$4:;::::,1:.K;.::::', T Account :Nurniiiii:.::::::::::i':::::::.: . ....i.... 1 Six (6) iefs:oi.sit4:0*!p!ishowing•.utkl!pe Asses ... ........ :•....,:::::......•••••••.:-...:::: :: .: ....:::,:...,...,...........,......„..„........ ,,,,-,•...,-,::::....:::,.•:-.-,....:::;.,...,.....„:!:,,....:.:..:::.:...,.,.....:„.........„.....:::::::.:::, ... . . .. ..,,,.........,..„::::.:,....:,..„. NOTE • •Building..slte ,Permit application and checklist f?1.; . plan and Utility iy plan :in;41 : : ...... combined :: :... ' : . .: . :::1 ......... cribla Miterial.beinglemoyeti,::ad $oe utilitY.lCf:• e .i . Cr ... l . C:S ...... bMitt f.. 1 :... / ...,.:. !aciulrpt .,: n ... ents: i . ..Iii*teridl...:,3,19g.in....sta.,..,Iladi::::::.::::::..:....::::::::,,:::::::::.:3,......::.;::•.:,,,t.i:Ig..1•:::.„.„:::..:.,•:::,......-......,.....,...•,,•.,,.::::..1.:',„:.....,:,..;,...',:i:::',:„':::::',...:.g':.::::•:::•1%;;::;:'..1.•I:i.:::q.,....Y.•:::1"::: Additional toPograP -' and in fo rma tion ' m ay b e required if unique ::::i.: 1:::/+1 c? ie :',.....A ! certificati : ...' ... : letter !letter :ii:t.:P l!."1!...,...!??,..:,...%;..t..1?:f1..!;?....:111,,....:i/66i1iil..i:....;.,:":::,...' sg situ conditions r) •.! s . ......„,„:.,......: ! fiat thi•p6iii7/(.....::i...::,:.: ... - / -' /.. 'sy CITY OF TUKW1t ' - i , Department of C 1 imunit Development — Permit Cent, + ::r _- 6300 Southcenter Boulevard - #100, Tukwila, WA 98188 t mg ' . (206) 431 -3670 Building Permit Application Tracking PLAN CHECK PROJECT NAME NUMBER Wh i 1�l� j �.�.� t Ch_ �.Q ; it0,-. - SITE ADDRESS SUITE NO. 6 _._____________Lk_D_S_L____s.Sa._IS\___=:__ 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 REQUIREMENTS / • COMMENTS . APPR VE -BUILDING - I CONSULTANT: Date Sent - Date Approved -� initial review 3 3 i (�OU ED) IRE / FIRE PROTECTION: ( ) Sprinklers ( Detectors fl NIA 3 a2 V F5 .--- � c / FIRE DEPT. LETTER DATED: INSPECTOR: _ INIT: •f' PLANNING " / ZONING: ANDUSECONDITIONS? (Yes No 3( 6 -' y - � I V f� BAR/L REFERENCE FILE NOS.: — llt INI s MINIMUM SETBACKS: N. S. E- W- y PUBLIC UTILITY PERMITS REQUIRED? (i Yes (j No WORKS �i3r 9 / S PUBLIC WORKS LETTER DATED: A INIT: /C • 0 OTHER INIT: 'I BUILDING - 1.` i t b TYPE OF CONSTRUCTION: CERT. OF OCCUPANCY? UBC EDITION (year): final review Q QYes gNo \ Ct 6 1 i INIT: � . g BUILDING �0 `j 5 OFFICIAL 9 �� al ` ` , . . iiNIT: , , REVIEW COMPLETED AMOUNT CONTACTED ')... OWING: A I l C-- DATE NOTIFIED Z4 ` I 0 aL5 BY: l �J (init.) 2nd NOTIFICATION BY: 4 (init.) _ 3RD NOTIFICATION BY: ,. At........... . (init.) 01/08/93 . ...a. ...........—..............*,........... ...............* ..............,................. ............... ........... ....... ..................,............. ........... ............ ............................................ .......... .................... ..........,..... .......... ....a. ....W .............. ......-,.....- . i CITY OF TUKWILA Address: 16051 51 AV S Permit No: 895-0086 Suite: Tenant: WHITNEY DALE & SCHEER ANITA Status: ISSUED Type: 8-BUILD Applied: 03/27/1995 Parcel #: 537980-0304 Issued: 04/12/1995 ******44* Permit Conditions: 1. ' No changes wi 11 be made ,,..po*.e;*..T approved by the Architect or Engineer ,-41;: 1"1 2 . P l u m b i n g permi ts ob ta ined through Ifte014t t 1 e -I( i ng County Departm PO litc t Pl umbing Wil b e inspected 6 y/ktiyi ape); c9,4 1 ric1,107,d4.n§.1,1 I gpi,p 1,n1: 'ON (296 4''' .,, 41, al k,...,: %.; \'' "1 211,7 a 4..f..i - ' ' V ../E 3. E led tr i cat p , m,tt .s kali be f,obLe&IFIvd' 't h t)o,ug 11 I t iitl, n . . State Di tionY of Labor Ihdcksp •i es and cq,11 (4' e till c a lk war . • • rTh b ' \4; I,.. ■ q / e pect4 e , y tha?.t.; , nder Oti (248 4. All me5 nical Wbrli!...ha I "I fi? k,?,, rfeparete permit ssued ii the C ' ' of li Tukwi a 5 All p 1 . ,,.. , .,„, .„ / . ,I, i , ....„_ . . t ,f nspectio xy'4‘ecor s,erld approved pla11 sirVor 13 ava ill 1 eiEree'N'th f' Job stke pr I, 1any . start of an caAp..40 Strtfo, io0. ' document re to be maintained anti', evi,1,-; able,gyntilL,,L.final inspection ifflarovap,,;1 6. Anyjekposed i,nsq 1 4.,t, ons ck Tigk i ma erla 1 .h11 have a Flame ,' ' 41 , -----. i ,,i 1- # ' • --- ,; • • i ..: Sprea:d Ritipg:of:2„ less, nd I , T i matertal s bear 4ideplit. f i dWOOnra.;Stiowt.n4 the"f"ti4s,,performa'pc'e rating thereof d '''''''' • .. 1[Al 7 ... *A i 1V Pl , Pns .t!'Pi on 4 po • _,60,(l. , c!onp$•-ti' s n,\ confor , )arbe w i t h approyedie<Nar.,1 plan' 1 a filkei q al re tilpdis of /thfe.:7,J.In i fori•- Code . (1991 ti Ylt Ed i k ‘ as amended, 1.1tto rio Mechani 1 " 0,1 ) , I 01 an ) . . n$ c4 ,,f.;O ovie :,.: j 19 p1 ,.Ecci t,01), i and W4sIV ng on :, Energy, Code (1994 EA.I.tfi.oti,V. 8 , , , Val 1 1,tytof7Pei•mi t‘ :.• . The. issuance ii-. of-'ul t . 0r , .approv.4 . of t . , • ., plan ',,,OsPeckliii oa,ti on!, ,,,.. and , coMpu,t ipri 'shall 'v be" ppp.4 . , i l strOeit‘o146'l'c'e permit ' far, or , an JcpP•rovil :', ki \..4nytv 1 o 1 ettidn . . . : „,... 4 4 , • ,,,,. of an4$0* the L provisions of the ,b. i V pg \coAde r. of any -, ' ,,,, . . ' • . : - ' Other >dndlhance, of, the. ' jpri sd 1 c,._eil)n,. ••'''N9, pi • ' ,', give aUti*r'1, ty 4 :or oarid , the proy,tei on ' , V , .th code shalSe 04.114` lid , , ' • . ' i ' • ' .- .2 ' , • g *-% ' 10 " , '.' . • •• : ,0 ,;:‘, '• ' -,,,„ • - ‘•.p• ..„, ...: • • , ' . . Z ' ('. • , , ' Of/ '', ' : = ■ ' , :k ' , 4 C' ' „1 /445/ , ` A," i ' ''. . ,00 ' ' . . : . ' ' , , ',,,, * e ,‘ - ,,, . • ' - . , ' `• ''''- -• --' • • ''''%Z. 't,'''c.-.,' - ' ' §1 -4. 71 i, - , • :' ' , ;';.,`-, - , .' - It.xe , ,,,,, , : '''. , ,. .„ , 1 ,1A , ,,.. , , ', . , `, : . ' ‘, • . ' ' , . '.' :,.011 ■:,..,`, , . ' ' • • ,. ' '" 6 i , .7-1k5N4.1, 4-144:4.A.1,;,.7..-7;'''''' " , . . • ' '” • . . ■ . . . . - . , , • ' . . ' ' , ' , . • ' , , ' . . A „ , . . ; , ■ . A „ , , . " r . • I , . , , . , 1 , • ; r . r, • , . . ' .. . . . I . S rr . r • . ' rr . ' • r . . , ' ' — . A , . 1 . .. .. , GENERA 16.25 CllY OF TUKWILA; WA IRANSMII GENERA 4.50 844k*kA • TOTAL 45.75 IRANSMIT Number: 94002036 Amouht: 45.75 09/27/95 0926 um 50.00 Payment Method: CASH Notation: ANITA SCHEER SLB 4 INGE 4.25 9- 1322A000 09:31 Permit Not 05 0006 Type: B-BUILD BUILDING PER I Parcel No: 537980-0304 Site Address: 16031 51 AV S Total Fees: 43.75 This Paymeht 45.75 Total ALL Pmtu: 45.75 Balance: 144 **i** . *********AAAA***Il*A**4**A****11***A***A*4*k*Alli4**71A4iA7t** Account Code Description Amount 000/922.100 BUILDING - RES 25.00 000/343.800 PLAN CHECK - RES 16.23 000/306.904 STA1E BUILDING SURCHARGE 4•50 R ECEIVED MAR 2 7 1995 eo lvimuNITY DEV LOPMET ,, i .G ., i4 n ..• ��. rfs.5 . sf, Y y �h'i x )t"`N,�` e'Yrµ *2� '.'�'jw.'y k� i+.�ir`� fii. rr:: +V�itay ��?'} s ': 4'„�!;..i� i��'t�;i', 5' S l ..t• 'J�w: `S�', .� .. , tt,..t. .... 1t .w , .. �.f ilr . �<.. t., altytit+�.: •. -1 .. , ..i. .i� '.iY.,., r� ..�'��"Y LR%�1t5;} i�:,n.. ;,.. ii^�.` fit :b. =•r:t.�....�'�'y?�..`�c�: CITY OF TUKWILA id: ACTP125 Keyword: UACT User: 1671 02/27/98 Activity Table Processing BUILDING PERMIT Permit No: B95 -0086 Tenant: WHITNEY DALE & SCHEER ANITA Statue: ISSUED Address: 16051 51 AV S ( Type: B -BUILD Vero: 9101 Screen: 01 Base Information Parcel Not 537980 -0304 Owner: WHITNEY DALE & SCHEER ANITA Validated By: SLB Plan Ck Approved: 4/10/1995 Status: ISSUED Applied: 3/27/1995 issued: 4/12/1995 Active /Inactive: A Completed: / / To Expire: 9/ 2/1997 C of 0 Issued: / / Bus Lic #: Final Notice: / / Nature of Work: ADD TO EXISTING - ANCHOR BOLTS TWO SIDES AT A TIME Location: Category: ASFR (N- NEW /A.ADD /ALT + SFR,DUP,TRI,APT,MH,COM,IND) • Zoning: LDR Gae /Elec :GAS Census Code: 434 # of Unite: 1 # of Bldge: 1 Pub Own:N Streams: Slope: N Wetlands: Water :HIGHLINESewer:SEPTIC Setbacks - North: .0 South: .0 East: .0 West: .0 Valuation: 1,000.00 Fire Protect:N /A Type Conet: V -N Type Occ:0007 DWELLING r UDC Edition: 1991 Occupant Load:N /C Occupancy Grp:R -3 P7- Update, 1 Previous Line, F1- Screen Index, ESC - Cancel Update ; 14/°i till911) n .4 / ‘1f 3 ...�..�., .,.r...u.,,,...,.�..... ..... .. ........ ....�....�. ..,............. �.... .............. w.. �... e.«......:....- rt. x...+. ..mn�wv.n.r.ewrn�.nrtu.h.a4•rrx �rv. rv• .rv.hn�...n.r.u.- ..........r,... �....v_.,..... ... ... �.,....,............_ �........«..... �...,.... y. ._._.. + +.....+....�............ ... ......_............. _._.... • o FILE COPY City of Tukwila 5 Dept. of Community Development RECEIVED C Kelcie J. Peterson ITY of Itlf({lYILA Permit Coordinator DEC - 61995 PERMIT CENTER Ms. Peterson, I am writing to request an extension on our permit # B95 -0086. I believe the only section, not signed off, is the new porch. We can not pour the porch at this time due to the weather conditions. Thank -Y niA to M. Scheer 16051 51st Ave. S Tukwila WA 98188 246 -4518 • •:. .. : .. .., • „ ... '. .: .: ., ...., ..,°:`.r:'.'..o-. +; .r' :'.,P 'd•sv x o,,•., A -; •, .r.r ... e'.•.y,,,. ... ., ,. ... ,•. n.. -., ,. n • . .... .. ........... .w ..,.. «.a- rn•.•..n .enrn,.,.r .w.Y Zw, rnenr r. ! ;J � ... .w ,� s .; FIL'COPY i1 , ,, , ) v , City of Tukwila John W. Rants, Mayor N t .. ? _ . Department of Community Development Steve Lancaster Director 1908 Nov 15, 1995 ANITA SCHEER 16051 51 AV S TUKWILA, WA 98188 RE: WHITNEY DALE & SCHEER ANITA Dear Permit Holder: Our records indicate that on Dec 25, 1995, one hundred and eighty days will have passed with no inspections having been called for under Tukwila Building Permit Number B95 -0086. Unless you call for an inspection, or obtain a written extension from the Tukwila Building Official prior to that date, your above referenced permit will become null and void on Dec 25, 1995. If your project has been completed please call for final. If you are actively working on it please notify our office. If you have any questions or need further information to obtain an extension on your permit, please call the Tukwila Building Divison at 431 -3670. Sincerely, • • liela-eaQi. max Kelcie J. Peterson Permit Coordinator Department of Community Development 6300 Southcenter Boulevard, Suite #100 • Tukwila, Washington 98188 • (206) 431 •. Fax (206) 431-3665 whiteney dale .,..'` If R HARTING J'R co rS 'i� � F { GINS '. 212 WELLS AVE, 8,, SUITE F, :NRNT ` , ••' • ` n; $ , (404) 8114 42 • 28 Baptemb'er 1992 Dale Whitney /Anita Sheer 16051 Slet Ave, 8, Tukwila, WA. 98188 SUBJECT: The Whitney /Sheer residence, 16081 510 Ave, 8,. Tukwila, WA., Job No. 92 -7.2 In a000rdanoe with your request and after cur sits visit we have reviewed the perimeter ocnorete atemwall fodtinps,for suitability =ta •stu Nan as .aa.owd f l.aor addition. .1 ., . • The existing concrete stemma's are 6" thick and O p to a maximum of 3 feet high overall including a 6" x 12" c ntinuoua strip footing, The condition of the atemwall and footing appears to be excellent. Exiatanoe end location of any reinforcing is uhknown. Since reinforcing is unknown, we have based our review on plain concrete, working stress design (Alternate Oseign ; Method 'fAppen- dix B)) Sec, 2626, 1988 U.B.C,► a 36 P,0,F. equivalent fluid pressure soil load ani an assumed soil.beering 'value of 2000 Site soils are relatively clean, mpdarate.y compact sand iy and gravel which should sustain 2000 P. ,F, working bearing load without difficulty. Also, for ease of conetrubtion, we have assumed the proposed second floor and new roof will span full width of the structure. Speed on the criteria noted above, bearing oad is well within the assumed 2000 P,C.F, and compression an d binding stresses are well within'the plain concrete allowable 'tromp for fpotinpa and stamens, In our professional opinion, the :existing stem - wall and footing is adequate for the proposed naw Please find enolq'se a set of our review o loUlationa for your record and Building Department review, Rhould you have any further questions, please feel free to pall, �., ar.S t g ot ' b T nk, you, • • Hubert R. r PE *11, Ne t np► 0';0 n . ' _ 0onsulting .SnO near . fir'' uJ 111/kilL Wan �11D P R c\ c D CITY OF TUKWILA RECEIVED V L. CI ,� 1985 SEAR 2719 5 PERMIT CENTER .•..,.. �1n�C 01v1�`OT° cal Ill M , , IT •;.1. _ D WWI A R MARTIN IR./CONSULTING ANGINA :A: jos moo ma imam „maw i zi; 212 WELLS AVL S.. SUffE F. RENTON, MM. 9806E SUBJECT :14 V. „, PHONE (2%) e71 -4242 N S. I Ell ET , F1' STEIA /ALL FO 2. SEcC1 s RS- EP X SZ' u_ mc1F = 25 ? s OLRceir ` 2 vs covAp 'syly t-rs 1 , c TUP s 1,5 °c s EA 1 usoL. C-,AR C�' 2 vF1 c irb Oe 9 1A 15C. 1`4 t a P5: LL FLOok, = -4 PSF 1 I., f-LcoL 2 h 3o i r 1 11 I tX.., �� \`I� ' 11.O PSF PQ ? X0 95 2s' -b” . PAR \ O "DL I ,T 1 ■� F1 Li F<_e. j 1 ,s U ti©EQ. ,- 1 � + + � n1� OrS i, I'v"1 1 1i `tt 4 o o P Ro o UE� -1 eA4sFS � CJ �R � t IA r, 10 1 N I SC. • 1 1 ,O P L `. t . R � IIi + y. ,�{<. of w AsN Alb Cs) ro .. I ' ' r t I I . )( ■ST 1 ft,v4,„ , w it E--- C 5TP-1 4.11.,LL- I 1 : : :1 MI" A it 7_ a 6'l X 12,`I Pr 4 '. y. • ,,' ( • 1 , \ • , ---- E X 1ST St" 1 S SroNAL ' ; E: I . ■ FJ(P1Fl8S ;:i RECEIVED • CITY OF TUKWILA ........L ' MAR 1 7 1995 PERMIT CENTER V/ HIZUEY /SNEER. RE 61D. SHELITI 3 A /GRfYN JR /C .'SULTINC ENGINEER ► — -� .T� Noy �-1'L' - 1 � ��► ► �'� 2 • 212 *ALB AVE. S., SUM F. RENTON, NM. 9e088 Swum F S 1 () . Q PHONE (20%) e71-4242 1-O • o - r0 .EX S T ?GRIM F t i Li) ,DD tTtOt _ S ULT ROOF ( a + 1 e5267 +2) -- X 66'5° °t21.2_ 1,'l % 2t F--e. (Ao + It) ( 2sci ' \ r. C5L-k-• ( 4 010144 z 'I E4o1S,1.1.c (6)0:2) xZ = 1 (Az, 00 2(7 et() lCT Fl..9 ( to+ 110 W2) - ► 21 )al as (V12) + 40 1 - &©O % 0O Ll WO • coo gy t gc t-7-C4 X 12. " -p W .S. uL`r' _ ► � 4---- S0‘L. 2 16 2.2C203? �'1��_ - l �5�3 i�s� < k to r DOTE ; FT , ,vv. 9 STEM L+.ifr. L - = ��I ?'- 1-14\--/ . ." 'fPrI3 < .V1 D MA / . 1...0 E )o v06. \ 1.1 ''F'r'y ► / . F ,.___ '1_____)e.. AssJ tru 00 F,. t u aec.. t , i ,2K , • FA l 65 _ 25'e V' 5= ‘7---j—C--)L: l'A 012i) ( 1 Z4-0 0 6 %.■ -i\o , GO162. l\ 13.4‘,),Y ? fwtd., 25%1 +►Oc,I0 - ��5.6?, PSI . 7 MM 751_ tO , to ° 1 ` (=.?�,- '-1 V...LTd01J 1` {NI... S t1.3 C©VA,P S 101.J _ • ,.„. • , "•—• . tki 111-)f `c' REsvp.sern if R ifilliTINA /A/CONSULTING ENGINEER: jay No4 , 3 m • 212 WELLS AVE. 3.. SUITE r RDITONe WA. 9 suBjEcc -7 (gb. V isT 2-1 ) :1— • MOPE (e06) 271-4242 I/ CA Co-k bL LiLY acy.00?5,A Ro0 F (1 ( +) T4 201 '0 2\ FA-coL F9-ME ( Sr FLe, \) (5/2) t 7 -42.0 az8 -k- H 666 4 \ ‘0 F'›k c C-,e( VICA- STI ?-i ¥i CMG. 0,4-Sta0CX)) (4 ‘ compessko . ovuc4 3, crecr-0 TPItc5A rs 1-Ei.)st6i-) c- • I 4,171 - I 1155 FS% TC-4 Pt* J ca.3.4c., roan uas I , L0-4,u,s s-rritA Lu ML 'VC 1 NoFoutszre colis■oveRA.0 PLArl/ti cavc. AND° mouA.L, c. uoTS. 2 W ■ St—go(30 007" Cows, I ono-Know , . • • .. . ■ Pm° .s e lik105 r.4 r perdsla ., •-, .. .. •, . ::... t .. ^ ..: . .: .. ' • V . 4 /:: ' ' 'I Liserela"—c— vm sod" 1.4 i S. . it . I a vmsi . l ook ftais. di . . 917,0 NALli c.$ .. i Fismnas 04/23/7q.. 7 • 4 $ -I Is.4.4 V 1?-cv 1-1-(..-1 P. E , 1..M...• .. . . 44. 240 151 1 AA/ e- 4 0 • a . . . , ‘ (. .., (204 ) r6 . :: • ;) ,,.,. • . ... r.. q g ,, :; i• .• Lime... ( 1 4 71 I W..4;:lT1;: 4.., Lt ! • . N.P r I " 1 z 1995 • RECEIVED ; .:. ',., - • 1 :, • ft..) CITY OF TUKWILA : • ' - I\IP MAR 27 19S5 N 0 . - . . PERMIT CENTER lateral analysis roof roof floor seismic load shear forces shear forces shear walls N - S DIRECTION ;ROOF ;ROOF ;ROOF ;ROOF ;ROOF ;ROOF IC.L.A IC.L. C IC.L. C.L. I IC.L. IC.L. ' I I I I I I I I I I I I MAX TOT.SHEAR Vmax I 4524 I 4524 0 I . 0 I 00 0 WALL GEOMETRY hmax I s 8 8 0 0 1 0 0 L I 9 I 17 I 0 I 0 I 0 I 0 I I I I I I I WALL LOADING DL WALL I 10.0 I 10.0 I 0.0 1 0.0 1 0.0 I 0.0 I DL FLR I 15.0 15.0 I 0.0 I 0.0 I 0.0 I 0.0 I DL ROOF I 15.0 I 15.0 I 0.0 I 0.0 1 0.0 I 0.0 I T.W.FLR I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I T.W.ROOFI 2.0 I 2.0 ; 0.0 I 0.0 I 0.0 0.0 WALLS LENGTH L1 I' 2.0 I 7.0 I 0.0 I 0.0 I 0.0 I 0.0 I L2 I 3.0 I 7.0 I 0.0 I 0.0 I 0.0 I 0.0 L3 ' 2.0 ' 3.0 ' 0.0 ' 0.0 ' 0.0 ' 0.0 ' L4 1 2.0 I 0.0 I 0.0 I 0.0 1 0.0 I 0.0 I L5 I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I L6 I 0.0 ; 0.0 I 0.0 I 0.0 I 0.0 I 0.0 I I I I � 1 I OVERTURNING TOT L I 9 I 17 I 0 I 0 I 0 I 0 I L MIN I 2 I 3 I 0; 0 I 0 I 0 O.T.M. I 8043 I 6387 I ERR I ERR I ERR I ERR I R.M. WDLI 160 I 360 I 0 I. 0 I 0 I 0 I R.M. RDLI 60 I 135 I 0 I 0 I 0 I 0 I R.M. FDLI 0 I 0 I 0 I 0 I 0 I 0 I D.O.T.M.I 7823 I 5892 I ERR I ERR I ERR I ERR C = T I 3911 I 1964 I ERR I ERR I ERR I ERR HOLDOWN FORCE DESIGN TI 5867 I 2946 I ERR I ERR I ERR I ERR U S E >I I I I I I I !z <> 10 s r H4Tf4e, i 1 . I 1 i UNIT SHEAR v mAX 1 503 I 266 I ERR I ERR I ERR I ERR I SHEATING TYPE > a NOTES : w l - 2• .e.. h �- FORCE GDX. � Odt O ����' -�f t � ��p Vmax - MAX SHEAR TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin *hmax *(Vmax /L) RM - ((0.5 *(Lmin ^2) *hmax *DLWALL)) DOTM - OTM -(RMDL +RMRDL + RMFDL) C =T - DOTM /Lmin HOLDOWN FORCE (C =T) *1.5 UNIT SHEAR Vmax /TOT L 4 1 N - S DIREflTr'N ;FLOOR ;FLOOR ;FLOOR ;FLOOR ;FLOOR ;FLOOR C.L.A ;C.L.H ;C.L.0 :C.L. ;C.L.A C.L. ; ; 1 1 1 1 1 1 1 1 1 I 1 1 1 I I I I I 1 1 1 I 1 I I I MAX TOT.SHEAR Vma;< : 6644 ; 2756 ; 3692 : 0 ; 5600 ; 0 ; WALL GEOMETRY hmax 1 1 8; 8; 8; 0; 8; 0 1 L 9 1 26 1 17 0 9 1 0 I WALL LOADING DL WALL ; 10.0 ; 10.0 ; 10.0 ; 0.0 ; 10.0 ; 0.0 DL FLR ; 15.0 ; 15.0 ; 15.0 ; 0.0 ; 15.0 ; 0.0 ; DL ROOF ; 15.0 ; 15.0 : 15.0 ; 0.0 ; 15.0 ; 0.0 T.W.FLR ; 2.0 ; 4.0 ; 2.0 ; 0.0 ; 2.0 ; 0.0 T.W.ROOF; 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 ; WALLS LENGTH L1 2.0 ; 26.0 ; 7.0 ; 0.0 ; 2.0 ; 0.0 ; L2 3.0 ; 0.0 1 3.0 ; 0.0 ; 2.0 ; 0.0 ; L3 ; 2.0 ; 0.0 ; 7.0 ; 0.0 ; 3.0 ; 0.0 L4 ; 2.0 ; 0.0 ; 0.0 ; 0.0 ; 2.0 ; 0.0 L5 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 L6 ; 0.0 ; 0.0 : 0.0 ; 0.0 1 0.0 ; 0.0 ; I 1 I I I I I OVERTURNING TOT L 9 ; 26 ; 17 ; 0 ; 9 : 0 ; L MIN ' 2 ' 2 6 ' 3 ' 0 ' 2 ' ' O.T.M. ; 11812 ; 22048 ; 5212 ; ERR ; 9956 : ERR ; R.M. WDL; 160 ; 27040 ; 360 1 0 ; 160 ; 0 1 R.M. RDL; 240 ; 40560 ; 540 ; 0 ; 240 1 0 F.M. FDL: 32 ; 10816 1 72 : 0 ; 32 ; 0 ; D.O.T.M.: 11380 1 -56368 : 4240 ; ERR ; 9524 ; ERR 1 C = T 5690 ; -2168 ; 1413 ; ERR ; 4762 ; ERR ; HOLDOWN FORCE DESIGN T; 8535 1 -3252 ; 2120 1 ERR 1 7143 ; ERR U S E >; ' ; 1 4, ; : s t o : I I I 1 1 6 %1(/ 1 1 1 i I I 1 I i i UNIT SHEAR v mAX 738 1 106 ; 217 ; ERR 1 622 ; ERR SHEATING TYPE > e.17 "'Avec , 4 a.c.-0 40 , (> [> /ilf (.. 2 t4 A 4 ( c4M die. y 4. 1 X AAA • (0 E - W DIRECTION I ; ;ROOF ;ROOF ;ROOF ;ROOF ;ROOF :ROOF ;C.L.1 ;C.L. 2 C.L. ; C.L. ; C.L. ; ;C.L. I S I I I I I I 1 1 7 1 1 1 t MAX TOT.SHEAR Vmax 2262 ; 2262 0 ; 0 0 0 WALL GEOMETRY hmax 8 8 0 0; 0 0 L : ' 23 ; 15 ; 0 ; 0 ; 0 ; U 1 I I I I I WALL LOADING DL WALL ; 10.0 ; 10.0 ; 0.0 0.0 0.0 0.0 DL FLR 15.0 ; 15.0 ; 0.0 0.0 ; 0.0 ; 0.0 ; DL ROOF ; 15.0 ; 15.0 ; 0.0 0.0 ; 0.0 ; 0.0 T.W.FLR ; 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 T.W.ROOF; 12.0 ; 12.0 ; 0.0 ; 0.0 0.0 0.0 WALLS LENGTH Li 13.0 ; 6.0 0.0 0.0 0.0 0.0 L2 3.0 ; 3.0 ; 0.0 ' 0.0 ' 0.0 0.0 ' L3 5.0 3.0 0.0 ; 0.0 0.0 ; 0.0 L4 2.0 3.0 0.0 0.0 0.0 ; 0.0 L5 : 0.0 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 L6 0.0 ; 0.0 ; 0.0 ; 0.0 ; 0.0 0.0 I I I I I OVERTURNING TOT L 23 15 ; 0 ; 0 ; 0 ; 0 L MIN 2 ; 3 ; 0 ; 0 ; 0 ; 0 O.T.M. 1574 3619 ERR ; ERR ; ERR ERR R.M. WDL; 160 ; 360 ; 0 ; 0 ; 0 ; 0 R.M. RDL; 360 ; 810 ; 0 ; U ; 0 ; 0 ; R.M. FDL; 0 ; 0 ; 0 ; 0 ; 0 ; 0 ; D.O.T.M.: 1054 ; 2449 ; ERR ERR ERR ERR C = T 527 816 ERR ; ERR ERR ERR HOLDOWN FORCE DESIGN T: 790 1225 ERR ERR ERR ERR U S E }' 1 1 1 1 1 • i s(> UNIT SHEAR v mAX 98 ; 151 ; ERR : ERR ERR ; ERR ; SHEATING TYPE > l> rir, NOTES •(h P■ Vmax - MAX SHEAR FORCE TO THE C.L. OF THE WALLS hmax - WALL PLATE HEIGHT L - TOTAL WALL LENGTH (Li L6) WALL LOAD- TOTAL DL AND /OR LL TRIBUTARY TO THE WALL Lmin - WALL UNDER CONSIDERATION OTM - Lmin *hmax *(Vmax /L) RM - ((0.5 *(Lmin ^2) *hmax *DLWALL)) DOTM - OTM -(RMDL +RMRDL +RMFDL) C =T - DOTM /Lmin HOLDOWN FORCE (C =T)*1.5 UNIT SHEAR Vmax /TOT L tt a k t t Y 7 K Y 1 t 1 1 I E - W DIRFrTTn►.,I 1 ;FLOOR :FLOOR :FLOOR ;FLOOR ;FLOOR :FLOOR 1 IC.L.1 IC.L.2 C.L. I 1C.L. C.L. I C.L. I 1 1 s • i MAX TOT.SHEAR Vmax 1 3692 1 3692 1 0 1 0 1 0 1 0 1 WALL GEOMETRY hmax 1 8 1 8 1 0 1 0 1 0 1 0 1 L 23 1 15 1 0 1 0 1 0 1 0 1 i i i 1 i i WALL LOADING DL WALL : 10.0 1 8.0 1 0.0 1 0.0 1 0.0 1 0.0 1 . DL FLR 1 15.0 1 15.0 : 0.0 1 0.0 1 0.0 1 0.0 1 DL ROOF 1 15.0 1 15.0 1 0.0 1 0.0 : 0.0 1 0.0 1 T.W.FLR 1 13.0 1 13.0 1 0.0 1 0.0 1 0.0 1 0.0 1 T.W.ROOFI 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 WALLS LENGTH Li 1 13.0 1 6.0 1 0.0 1 0.0 : 0.0 1 0.0 1 L2 1 3.0 1 3.0 1 0.0 1 0.0 1 0.0 1 0.0 1 L3 1 5.0 1 3.0 1 0.0 : 0.0 1 0.0 1 0.0 1 L4 1 2.0 1 3.0 1 0.0 1 0.0 1 0.0 1 0.0 1 L5 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 f L6 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 0.0 1 I 1 1 1 1 1 1 I 1 j OVERTURNING TOT L 1 23 1 15 1 0 1 0 1 0 1 0 1 L MIN 1 2 1 3 1 0 1 0 1 0 1 1 O.T.M. 1 2568 1 5907 1 ERR 1 ERR I ERR 1 ERR 1 ' R.M. WDL1 160 1 288 1 0 1 0 1 0 1 0 1 R.M. RDLI 240 1 540 1 0 1 0 1 0 1 0 1 R.M. FDL1 208 1 468 1 0 1 0 1 0 1 0 1 D.O.T.M.1 1960 1 4611 1 ERR 1 ERR 1 ERR 1 ERR 1 C = T 1 980 1 1537 1. ERR 1 ERR 1 ERR 1 ERR 1 HOLDOWN FORCE DESIGN T; 1470 1 2306 1 ERR 1 ERR 1 ERR 1 ERR 1 U S E >: 1 1 O 1 • UNIT SHEAR v mAX 1 161 1 246 1 ERR 1 ERR 1 ERR 1 ERR 1 SHEATING TYPE > , > le 1 . 7/16" APA rated sheating,blocked at all edges. Nailing -- 8d common galvanized) box nails .. > EA j. • M 6" o.c. at cheating panel edges, 12" o.c. at inter. framing members • Interior sole plate nailing - 16d O 6" o.c. Exterior mud sill - 5/8"dia A.B. 8 4'- 0 "o.c. ( Min. two A.B. per wall panel ). .Allowable shear with framing D.F.-240 PLF Allowable shear with framing PLF ; . [>. . • 7/16" APA rated sheating,blocked at all edges. Nailing - 8d common (or galvanized) box nails . O 4" •o.c. at cheating panel edges, 0" o.c. at inter. framing members Interior sole plate nailing -(2) 16d A 6" o.c. ' Exterior mud sill - 5/8 "dia A.B. 6 3'- 0 "o.c. • ( Min. two A.B. per wall panel ). Allowable shear with framing D.F. -380 PLF Allowable shear with framing H.F. --287 PLF I> . 7/16" APA rated sheating,blocked at all edges. Nailing - 8d common (or galvanized) box nails �/ 6 3" o.c. at sheeting panel edges, A' 6" o.c. at inter. framing members ( Interior sole plate nailing - (2) 16d M 4" o.c. Exterior mud sill - O/8 "dia A.B. 6 2'- 0 "o.c. ( Min. two A.B. per wall panel ). Allowable shear with framing D.F. -430 PLC' • Allowable shear with framing H.F. -370 PLF 1/2" APA rated sheating,blodked at all edges. I> Nailing - 10d common (or galvanized) box. nails • 8 4" o.c. at cheating pane? edges, 2 6" o.c. at inter. framing members Interior sole plate nailing -(2) 16d 61 4" o.c. Exterior mud sill - 5/8 "dia A.B.® 2'- 0 "o.c. ' ( Min. two A.B. per wall panel ). Allowable shear with framing D.F. -460 PLF Allowable shear with framing H.F. -378 PLF • 1/2" OWB (each side ) over 2x studs 6 16" o.c. Ir. WT1 Nailing - Od cooler nails ® 4" o.c. typ. • Interior sole plate nailing - 16d d 6" o.c. Allowable shear - 250 PLF 1/2" OWB (each side ) over 2x studs a 16110.c. 1 Block all sheeting edges. • Nailing - Od cooler nails a 4" o.c. typ. Interior sole plate nailing -(2) 16d 0 6 "o.c. Allowable shear - 300 PLF ., . .. ..... .[ ... ..ti:. .. .. ... . .. .t {, M... .-...r _ .t 't. ..>S' ". .r .. na^. •.Y'r ...... .. _. .. .KUxv ....r .. a a.. r•s -...u. ,.>,r...•. .- ..vlvvn•rnr . ......v m,n. rc...r.,. w..r..u.+.... .a....,... - -. ........_.., { • • NOTES: 1) Above allowable shear capacities applies for 2x framing spaced no more than 16" o.c. 2) Where APA sheating is applied on both faces of a wall and nail spacing is less than 6 "o.c.on either side ,panel joints shall be offset to fall on different framing member ,or framing shall be 3x nominal and nails on each side shall be staggered. 3) All shear wall shall conform to UHC Section 2513 requirements. 4) All exterior walls without a designated shear -wall nailing shall be APA rated sheating over 2x studs @ 16" o.c. with 8d common nails @ 6 "o.c. at sheating panel edges and 12" o.c. at intermediate framing members. Sheating panel edges shall fall on 2x studs. 5) Anchor bolts shall be standard " 3 -bolt " with a 4d return, or a standard " L -bolt " with 12d extension. Anchor bolts shall be A 36 steel or better.Minimum concrete side cover shall be 2" when exposed to weather, 3" when exposed to earth. 6) 1/2" C -D,C -C Structural II,plywood panel siding (Index 24/0 ) may be sabstitute for 7/16" APA sheating with the same nailing without reduction of the allowable shear.(see arch. plans and or general notes ). 7) 3/8" C -D,C -C Structural II, plywood panel siding (Index 24/0 ) may be substitute for 7/16" APA sheating providing the allowable shear is reduced by 107..(see arch. plan and or general notes ). 8) Nail 2x4" or 2x6" sole plates w /16d at 12" o.c.( U.N.O.). 9) On exterior walls sheating shall lap rim joist or else increase sole plate nailing to 16d at 8" a.c.( J.N.O.). 10) Double all top plates and lap at least 48" at joints w/ 8 -16d each side and 16d at no over 12" o.c. along plate • for exterior and main interior walls. • • HOLD - DOWN SCHEDULE (q.. <!> • I Indicates HPAHD22. Embeded in concrete; nail to (2) 2:< stud with 24 - 16d nails. Indicates MSTA36 strap tie; nail to 2;< stud • with 26 - 10d nails 4./$ Indicates HD5A. Embed 3/4" dia. anchor bolt 14" into concrete (or use STAB2O A.B. with 16" minimum embedment); bolt to(2) 2x studs with two 3/4" dia. machine bolts. Indicates HD7A. Embed 1 -1/8" dia.anchor bolt 19" into concrete(or use STAB28with 24" minimum embedment);bolt to (2) 2;< studs with three 7/8" dia. machine bolts. 0e; Indicates HD9. Embed 1 -1/8" dia. anchor bolt 25" into concrete; bolt to 4;< stud with three 1" dia. machine bolts. NOTES : 1) All hold -downs referenced manufactured by " Simpson Strong -Tie Company, Inc," Hold -downs of equivalent capacity by other manufacturers may be used. All hold-downs shall be installed per latest manufacturer's specification (Simpson Catalog C- 92H-1). See plans for location and installation details. For anchor bolt installation requirements see note 5 at shear wall schedule FLOOR DIAPHRAGM Minimum 19/32" thickness APA rated tongue & groove sheating with exterior glue over 2x floor joists @ 16" o.c. with 10d nails 0 6" o.c. at supported sheating panel edges and 10 "o.c. at intermediate framing members. (see arch plans and / or general notes for req's ) It.4 1 1 7.. - 6 -7-•7 i 5 I v .. 1, 4 ' 53544- ( L4 10 7 FeW..rDit■ ) t 4 T 41,. & ...; 1 r-A , r - ,... r to al o d* ^,...., ,.. 4 4 ‘4. r-t le_ C 1-1? c..1 I C-0-1-.14.. . = I 4 ' ZOce, r`ipl .• . , 0 , ..T. -.-.-.7.- (4LA-/ I W./ a .0.-t...r..• 1 i 14 u_ ., / ....,_ 4 FSP.7' • r.z..4-t . 4 (7.) s.4.." k...4.4.) 11c, ii.,0■■•%....r 5 s IA rb el.44 4- . zi 4.1 I 64 (e....4.-15 ....... 3 4 4 1 cons.F.A. ernoole , - rit . A-47-4.-m--t I I . Arre-we v 51901 0 . 0 , 3.:7 fLf 7--. 1 4 '.1 0, + ...... $ 1 = D■re. e - It 1 4- 4 K S X • . . L tS '..I Tr) 43 ).1 -1 4- r •-• . ) et- TIArle-44 • 7 1144 rreit"'l)r ..- '444 1 t - I 1. 4 1 t I F .. 25 A 1.1, • (J 5 CZ.) T42' sg rk , ., , .• . 1 1 c.... .1 .. i. - C.•11 te - r-t. (e ) r.-cr,Qie TI ..: . • 3 4 4 ei rw-vr...4 tv-e-urs (rie.,) x4.. ---:. .,!....-, _ c Il ,. %,....As.1 w. ,-. e -m.. ...,...: . . . I — A Cr" A "z tr-fresPr), ;.: 1 . ■4 _ Al 1 ( .4.4# 1,...., t-ic., te,...17. c 2 - - . 9 1...)fso-■ H I " ( ) /244-rc-Ait.- IA/A 4.1 V jo. M ■ r 014, - 7 . 4 X ...oil All IP K t G r A oinzlc..1 1 z A 9f, ' - I ‘f 1 J __. e( .0 Ca) I e> • 4 (I \ ir■Pq % i 1, 1 t A T`rr, i-Vot-D V1/4)1-.1 , • , . i , • . . _ • 16d - 6 " O.C. (LLON.) D HO AL. RIZONT D IAPHRAGM - - SEE NOTES FOR NAIL IN i IIIIIIIIIIMIWINNNMANVAN■411■4011NOWMIIVAINIIIINK MSTA36 W/2 - 10c1--- IR TOTAL IN ral —13- 1 .... r. - 14 , ............ r Q szi r ": FLOOR JOIST - SEE PLAN FOR SIZE 4 SPACING , . NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL D I APHR4GM NAIL IN SEE 0 0 VERTICAL - WALL TO WALL CONNECTION • • 41••••••••••W •■■••• .• •••1••••• . ■■•■•• • on. • ,.. _� ...... „ ..... ,.. ,.. ,..., r ..... .. '4� .' �:;.,.... u..>> i. �:^ rwsan• rdr�n,. .�:a „, � «<rrr� 16d - 6” O.C. (U.O.N.) 1 4- 16dNAILS INTO BLOCKING 4 0 ,r.•..1 it H H 11 P.■ �.. ■ I INS SHEAR WALL - FOR NAILING 4 TYPE • • • SOLID BLOCKINCx SEE SCHEDULE r 4 O.C. 2x NAILER WI l0d - 6" O.G. I NOTE: FOR TYPICAL SHEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE 10 TYPICAL. SE4 WALL (JOIST PARALLEL WITH WALL) • 16d - 6"O.C. . SHEAR WALL 2X BLOCKING W/ 3 -16d +� (2)164- b " O.G. JOIST 4 D 1APH. 2X 5LOCKING -- FLAT 1101 .iii �I #Ill 16d - r6" O.C, 4� INTO BLOCKING I . 1 4 TOP re DOUBLE JO 1ST g}�E,�R WALL NAILED W/ 32" 16d- 12" 0.C. NOTE: FOR TYPICAL SWEAR WALLS 4 HORIZONTAL DIAPHRAGM NAILING SEE jiak SkEA WALL OFFSET Mr (PARALLEL TO JOIST) -TIT). ROOF DIAPHRAGM/ ' OR SKIP SWEATING 1x6 W/ o/'/ to (2) Sd •EA. SUPPORT / , / - SEE SCHEDULE /• H4 (SIMPSON _ PREFA5. ROOF TRUSS / HURRICANE • .." OR ROOF JOIST HOLDOUN - -�• / LOCATION . /° f PLOC.KINC� NOT SHOLL�I LW 4 - Sd /'. , _''i� ... ..11..11,, .. EA. END r•4:- FOR CLARIT''. ( SEE (S -Sd TOTAL) SECTION - 19) 2x 8LOCKINCa W/ 2 - 16d ill NA1L5/5LOCKING SWEAR WALL NAILII• - I SEE SCHEDULE 4 SECTION 1 .._________.........._____ ........1 1601 • 6" 0.C; / /•• /�� PR,EFAB. ROOF TRUSSES / 2x SLOGKINCa �,f OR ROOF JOIST CUT TO FIT // & II 11- -01111111111111.11111101E A34 • 48" O.C. / t:---------1i ill SHEAR WALL NAILING - i EE SCHEDULE SHEAR WALL r NAILING - 1 NOTE: FOR ADDITIONAL INFORMATION SEE SCHEDULE I SEE SECTION - 18 I 1e SECTION III (. '?i:. �. 1.., ' .. .e..,. : "�i..� :�... .,:Y,. ...r.r......:.T:'b Ik ",..,.,.1..',. .!^.. ..aSY ": �'C: v,r• /::'.t.':i'm'IV �!Y:.,. guru✓, 1. 1.^ r..: i.< a�. ��.+« r^.. RYn'. !.Tws»nM�rt�.m ^,v«.warrn.v:Mx'MS vr.sn5 2 r "� .+e JSr..Hri TYP. ROOF D I API -IRAGM NAILING - SEE SCI- IEDULE IA 1 � PREFAB. TRUSSES • 24" O.C. 2xb I Ps .�� SOLID BLOCKING tT.�G 1:1 41-0" OIC. 3 - 16d. TO SOLID BLOCKING EA. END - • T 1 1 I t•14 /M •. 'J '7 • 16d• 6" O.C. FOR SHEAR WALL TYPE 4 NAILING SEE SCEDULE r,► 61-4EAR WALL (PERPENDICULAR WITH ROOF 11%46E8) REVISIONS BY ilto" 18! 8' 5k¢ lo &CD 13!D +/- !_, ` , : � i — .extvc 11,16 �s+ F1L ®R "R�F d _ 7 / i • b '�ZEMA )N, 1J Z R PE'RM'T I j �� (R TT— �� ; } a �� i"'r o„"'�'I' .6 ' - It'll, j I . $ _ ate, i, _ - =4. ivy Yt , r� i ' i t ! \ I , 1 014 _Jscr .---t it'' , 1 ' ril - -- 'ts I i ■ - I 1 > *s ; I P { �1 % wed d7d + ) �c i ,, j � 17�. , •�) I I, l.r r j _ ' ¢ _ 444\111 . .' Iiiillit_,__:_; 1,'„, != I `p — 6 ! Flo - i " I I f. l 1 1I � Fi . , iV 1' 'z' "' ei ',',,, F.,..!"-P- - rc, \,,, : -- d_ 11"-- c ' ec '.. D ' ,., ,ef-4.4' 16 ',I ma l—,',r o l ist , — - _ mow • il� �. 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